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231 ESSEX STREET - BUILDING JACKET 23( �� --- r- Building Permit No.: _- Certificate No:�.757-13 ---- - Commonwealth of Massachusetts City of Salem I I Building Electrical Mechanical Permits I I3USIN"ESS tocatedat This is to Certify 1111t the . __._-__.__...__ ..-__._ Dwelling Type in the CITY OF SALEM i,oESSEX STREET II - - Address OCCUPANCY IS HEREBY GRANTED A PERMANENT CERTIFICATE OF 230 ESSEX STREET SUGARRUSI3 INC � II This permit is mantel in conformity with dle Statutes and ordinances relating thereto, and uolesssoonersuspended or revoked. expires ------------- . -- --___. Expiration Date I / i Issued ol, Thu Tun 6, 2013 ti I _.. GeoTMS(D 2013 Des Laurie's Municipal Solutions,Inc. , 230 ESSEX STREET 757-13 {FIs# l 870"Jay4A `w COMMONWEALTH OF MASSACHUSETTS Map ,i 35z i Block f , T ,,nx CITY OF SALEM Lot ,Ojk 0201R � 4 Category. ee '.ALTERATIONS + Pefmrt# = ,.75713 BUILDING PERMIT Project# ,,„'a 1 JS 2013-002460 it"" " Est Cost i$3,000.00t FeeCliarged:. A40.00�, " .h 13alance Due. ",'$.00 PERMISSION IS HEREBY GRANTED TO: Const.'Class:L- - 461tl.r'"n-� Contractor: License: Expires: Use Group.":, d' R&A Construction/Kreshnik Rami &Adri General Contractor- 103476 Cot Srze(sq=ft) 2079:1188,-' -, ....`. ':IOwner: SALEM RENEWAL,LLC Zoning ;}rn BS •"-''y" *a':3 "„�."x'`�i—f'I"-1 .Units Gained:: „, , a +"4."r ,r, Applicant: R&A Constmction/Kreshnik Rami&Adrian Shehu Utnts Lost.'u" '� 5 ;�''.; „ah AT. 230 ESSEX STREET ..Dig Safe#:91 ISSUED ON. 17-Apr-2013 AMENDED ON: EXPIRES ON. 17-Sep-2013 TO PERFORM THE FOLLOWING WORK. RECOUNSTRUCT NEW BEARING WALL AND NEW VINYL TIRES ON THE FLOORjbh POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbing ” t7 Building Underground: Underground: Underground: Excavation: Service: Meter. 4 Footings: Rough: Rough: Rough: 1 _/I►/ Foundation: Final: Final: Final: 1 ,[ Rough Frame: Fireplace/Chimney: D.P.W. Fire Health _ Insulation: r Meter: Oil: ' House# Smoke: Final: ' --� Treasm-y: y Water Alarm: Assessor Sewcr: Sprinklers: Final' THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VI94�.ATION OF ANY OF ITS RULES AND REGULATIONS. Signature: LTa � •` � Fee"type: Receipt No: Date Paid: Check No: Amount: BUILDING REC-2013-002664 17-Apr-13 cash $40.00 IMPORTANT OWNER OR CONTACTOR MUST ARRANGE FOR PERIODIC INSPECTIONS DURING �9Iti CONSTRUCTION.SEE CURRENT BUILDING CODE A� 'e"t @�"!Nor lit$� OCCUPY CHAPTER 1 FOR LIST OF REQUIRED INSPECTIONS. all IV 1 iw6 iini OCCUPY CALL 978-619-5641 TO SCHEDULE AN INSPECTION GeoTMSOO 2013 Des Lauriers Municipal Solutions,Inc. 166;=:=9��IQ• NIS o w �?��,• cINV CITY OF SALEM ROUTING SLIP New Construction Certificate of Occupancy LOCATION d'50 4S DATE C' 2 ASSESSOR DATE) / �✓ 93 Washington M. CITY CLERK a DATE f-114 "13 93 Washington St. j n PUBLIC SERVICES (/Ul I IODATE S/ J 120 Was gton St WATER DATE 120 Washi t n St. I/ rrW CROSS CONNECTIOJ' DATE U 5 Jefferson Ave PLANNING DATE /Z 120 Washington St. CONSERVATION ' E (e 6 120 Washington St. ELECTRICAL ATE o26 48 Lafayette t. FIRE PREVENTIOi DATE 29 Fort Avenue HEALTH DATE 120 Washington S p BUILDING INSPECTOR--i` DATE 120 Washington St. w Cite of harem, jflag!6arbuattg . � public Prflpertp department �3uilbing Mepartment One&a[em green (978) 745.9595 (Ext. 380 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer September 16, 1998 The Magic Parlor 230 Essex Street Salem, Mass . 10970 RE : 230 Essex Street C-51-98 Dear Ms . Kiley: Following an inspection and meeting with you on September 15 , 1998 at your shop located at 230 Essex Street , the following zoning violation was addressed: 1 . Section 16 1/2-16 Article II radios, boom boxes , tape cassettes , disc players , ect . ( see attached) Please cease and desist the noise immediately and contact the Building Inspector upon receipt of this letter to inform us as to what course of action you will take to rectify this situation. Thank you in advance for your anticipated cooperation in this matter. Sincerely, Kevin G. Goggin Inspector of Buildings KGG: scm cc : Al Viselli Councillor Flynn, Ward 2 . I ALEM CODE .,�� _ NOISE CONTROL, S 164x•16 i i I or permitting the opeOther remedies. ibration which is above tb` ofanindividualatorbeyoa vision of this chapter shall be construed to impair any source if on private pro 4�Iaw or statutory cause of action, or legal remedy there- ,am the source if on atiny person for injury or damage arising from any viola- pub ' this chapter or from other law. For the purposes of this fi 2q 77 21 'i m threshold" means the borne vibrational motion nl n to be aware of the vibrate 10-5-16'x"-15. Reserved. not limited to, sensation r'moving objects. TICLE II. RADIOS, BOOM BOXES, TAPE ices, etc.. The sounding of h CASSETTES, DISC PLAYERS, ETC.* i automobile, motorcycle, s street or public place of th - .yarning;the creation by m16. General prohibitions;penalties for violations. 1 61- .e of any unreasonably loud; i ding of any such device for: - P°rsoa shall play any radio, music player such as a "boom cable period of time. The u�pe cassette, disc player or television, audio system or -apt on operated by hand or� '-I instrument or any other type of sound service upon any whistle or other device o rn.td, street, highway, or private property in the city in a the use of any such siror at a volume as to disturb the quiet, comfort or repose .y reason held up. epersons.An exception is made for organized events which Unnecessary use of automoli nCeivcd a valid permit from the city for such event. any faulty or sensitive sys, ' if 8y faulty $ 1; Ord. of 6-26-8 following penalties shall apply for: f 9.22-94, S 1) uffcnse: A mandatary tine of fifty dollars ($50.00). d offense and thereafter: A mandatory fine of one hundred dollars ($100.00). rtes any provision of this chtlog constable, the health agent and their designees, in .more than twenty-five dollars lion to police officers, shall be enforcing persons for the pro- fully or knowingly violates,. f ns of this section. fined for each offense a sum o: of 9-9-93, § 1; Ord. of 12.15.94, § 1) ($100.00) and not more thanitor's note—An ordinance adopted Sept.9,1999,3 1 added to chapter 1642 '•ions pertaining to radins, boom boxes, tape cnsscues, disc players or any --moans pertaining to provisions have keen drsignated by the editor as Art.II, : of any provision of this ch8 �y_16_Ig4;,.t9, for purposes of claseifcation. The user's attention is also se. a 16'/2-2(l)and 1'11,and in the event of conflict between such provisions timed the marc recent will prevail. - 1152 No.22 1153 i business Certiltcate f-r citp of *al m, f$Iasnrbugetts 6t" 4 o. 9a��MHa W� DATE FILED L&c64 18, 199,5— Type: a- New Expiration Date ru Cu /&, I5 SY ❑ Renewal, no change Number 95-180 ❑ Renewal with change In conformity with the provisions of Chapter one hundred and ten, Section five of the Massachusetts General Laws, as amended. the undersigned herebby�eclare(s) that a business is conducted under the tide of: E IG ' ate•- _ type of business 30KL S , MLILI NGUELI) ES,, P�L TE W� L O by the following named person(s): (Include corporate name and title if corporate officer) Full Name Residence Stt1�R0]1 � . �C � � �`I d�( LyNDEJ�T h (' 6 J'1 n ---------------- n ---------------- Si natur ------------- on 13, 1 Pthebove named person(s) personally appeared before me and made an oath that the foregoing statement is true. ��•rG�.J CITY CLERK - -------------------------- ----------- Notary Pllbll(: (seal) Date Commission Expires Identification Presented State Tax I.D. It 0 y- 3a 0 ,P 7 3 S.S. # (if available) In accordance with the provision of Chapter 337 of the Acts of 1985 and Chapter 110, Section 5, of Mass. General Laws, business certificates shall be in effect for four(4) years from the date of issue and shall be renewed each four years thereafter. A statement under oath must be filed with the town clerk upon discontinuing, retiring, or withdrawing from such business or partnership. Copies of such certificates shall be available at the address at which such business is conducted and shall be furnished on request during regular business hours to any person who has purchased goods or services from such business. Violations are subject to a fine of not more than three hundred dollars ($300.00) for each month during which such violation continues. � �, �J (4**'mDwz of #UUM. massar4usEtts Publir Pra}tertg i9eyartment Nuilbing Department (One 13altm arern 588-743-9595 Ext. 388 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer August 1 , 1997 Magic Palor 230 Essex Street Salem, Mass . 01970 RE: Gum Machine 230 Essex Street ATT: Sharon Kiley: The building department has received complaints that the gum machine located in the front of the store of the above mentioned property is obstructing the sidewalk. This is in violation of the City of Salem, Code of Ordinance , Section 26-7 & 26-9 . You are hereby ordered to remove this machine immediately or legal action will be taken out against you. Thank you in advance for your anticipated cooperation in this matter . Sincerely, Maurice M. Martineau Assistant Building Inspector MMM: scm cc: Mayor Harrington a CITY OF SALEM PUBLIC PROPERTY DEPARTMENT KIMBERLEYDRISWU MAYOR 120 WAST-MG"PON STREET♦ SALEM,MASSAQ-1LSE'ITS 01970 TEL:978-745-9595 ♦FAx:978-740-9846 April 20, 2011 Mr. Kevin Marchino Mr. David McKillop Rockafella's 231 Essex Street Dear Mssrs. Marchino and McKillop; It has recently come to my intention that the expansion of your Sprinkler System currently under construction is an entirely"wet" system even though a large part of the system is located in the unheated attic of your building. It is my interpretation of the code (NFPA 13 Chapter 8.6.141.2) that the attic piping needs to be protected by listed heat tracing systems, glycol or the like or substituted with-dry-pipe or preaction systems. I also note that the design professional who prepared the construction documents for the system states that "It is the owners' responsibility to provide heat in all areas of that sprinkler piping is run througho e year to prevent freezing." I am curious to know how you intend to provide hea met applicable requirements of the Building Code. T McGrath AIA. Assistant Building Inspector/ Local Inspector CC: file, Fire Prevention, Ellis Fire Suppression Inc, JFP Solutions Inc. r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ - , _._ _ _ _ - _ _._ _ _ - - _ _ - _ _ _ _ _. _ _ _ -._._ _ _ . _ _ _ _ _ _ _ - _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - r _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ Y _ _ _ _ _ _ _ - - ------r )� H.H. Morant & Co., Inc. + _ Architects } J �} P.O. Box 4485 221 Washington Street + ` Salem, Massachusetts 01970-3633 + %+ (978) 744-5354 (978) 740-9161 Fax } 1 1 I , _ Consultants: I 1 r ++ + + + + + + + + } C C J J 4 + J ++++ - ++++,+++,+, Y +*+ Y ' +} ++++ + + + +++++ # + } i t t } + } t l� t } + 4 + 4 t + Job Number: I t + + + + + # } + t + } Nu r. 1 I � } + + + +i + + + + :t+ +#+ + hhm ��-13 ++ + + + +++ + + TTF + + + + + + Date .+. + .+. . +++++++ + O9/2�10� �/ 1 1 + + + J 01 o No. Date Revision By: � 1 �-TJ r 1 0 1 0 I 1 � 1. 0 1 - yqb I g2 s ' O � — -- Project: PoKeT P01-56 ®c1�a �IlaS 1 1 '21a=-3 6quare Feet Ila Square Peet 2200E Square Feed (Total 4rea Within WaI16) — (Excludeal Itema) = k (Nst Floor .4rea) LEGEND Excluded Areas ; Saar 300 5QYT. Zwcr x cz� j Z�t� 231 r=Beex Street COIh41{'1S- 12 eO.1=T. Salem, Massachusetts - 1 I _- AISIe 4rea- 250 5Q.FT, r � ' eta dinpace- 3 net Floor area in =t. per Occupant Z"/ems 6TOIRS00 �. I i2oxTable 100E. 2- maximum Floor Area AIlowance5 Per Occupant Total- 10 30. 'T. , 1 + + + + etanclin � ace 463` 5O.1-T. / 3 eQ.PT = 15 as�rn� (t Man +++++++++++++++++++++ UNGON� NT� p l Occupa+�ts Unconc�>�trat� - Rrst Floor Flan + . + + + + + Unc®nc�ntrated �tabl�5 and chair5� 1 < n�tI®or aria in 1 t. �r Deco ant 1 ��. T. / 1 ��.1=T: 5o Oce ants ' � p p +%++++++ +++}+} c n � trat�ol 2- 11 � ��. � . / 1 O. T. ilk occ� alts Table 10001.2 Maximum Floor Area Allowances Per Occupant al.. 20&5 eQ,F:T. . ' _2 &1 Occupants , 1 (Net door Arca)' / (Table 10051.2 Value) = (Occupant Load) UNGONOENTRATED 2 p Unconcentrated (tables and chairs) 5 net Floor area in Ft. I per Occupant ��rt � � �sTable 100a.1.2- Maximum Floor Area ill® uanc�s ��r Occupant Total ireibe Qlowalole Occupancy Occupants Seale: 1/� _ - Total ` Outside 411owaole Occuani ._... 35 Occ� ante &Yai,- & � �c0 1 � . . _ I � f� _ 1 Tot Drawing Number: . alllouaa�l� Occupancy 2 t 3� bide Aisle Area h 7nrc,ET9 I I ,,y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - _ _2 ire 1= 1 � or Fkan ; Va - 1' - hhm0(0135 (II/0(0) _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — I I 'E'er iii E$(MvE::e. , I -------------- I I I I H.H. Morant & Co., Inc. f Architects P.O. Box 4485 221 Washington Street Salem, Massachusetts 01970-3633 li (978) 744-5354 I I , (978) 740-9161 Fax I I I I + Consultants: . , + + _ + + + + J + + ;\ . + .. i « + 77 1 + + + + + + + + +. + + + + + + Job Number: , + + %++%+++'++++++1hhm 0�-13 +*+ + + + , +++ + + IE , + Data: + + + + + + + + 09/20/01 J ❑j � No. Date Revision By: I , I I , I I I 1 , I I , I , I I 0 I , I I , , I , I OProject: I ®c1�a��llas 2103 13cluare Feet 110 ecluare Feet 2 DroE5 5 uare Feet (Total area Within Walls) «xcludeol Items (\ Net Floor .4rea) I Excluded Area LEGEND Sar- 300 50.FT 5ta e- 50. T. 231 Essex Street Salem, Massachusetts Columns 12 60.F-T. 5tardin ace 3 net Floor area in 5q, Ft, per Occupant ; le ea- 250 III Total- - 1� � pT.Table 100x.1.2- Maximum Floor Area Allowances Per Occupant p No. , 444 , , , v + + + + + + + + + - as�rn +�tla+� + + + + + : + UNOONGEN` RATED 1 atandin ace '4r03 & .1'T. 1 3 ` 5Q. T. - 154 Occu ants .*� +*. ; +*:*. ; Urco centrateol 1 4 &O,FT. / 15 50,FT. 30 OC'Gu ants first Floor Flan _++1+++%++1+++1++++++ U+�ooncentra ed (tables and chairs)- `1 net 1=1®or area in I' . or Occupant n q p p Uncorcertrate6 2- 1140 &Q,FT. / 15 SQ.FT, 71 occupants Table 1000.1.2 Maximum Floor Area Allowances per Occu ant '++.+.+.%+.++++++++++ p 2005 5Q.FT. ..... = 20 Occuparts , (Net Floor Area) / (Table 1000.1.2 Vague) - (Occupant Load , p , UNGONCENTRATED #2 ; I ; I , - OccupantI I Unconcentrated (tables and chairs) 15 net Floor area in 5 . Ft: per I Total Insibe ,4I1®uaaole Oecu anry...._..... 2� Occupants Scale: �1 , Table IOO(5.1.2_ Maximum Floor Area AIlowance5 Per , I dotal OU'tsiole "ill®uJahle OcchG enc ..... 35 Occupants I , Drawing Number. II' Total 411ouaahle Occuanc ...... 29(o Occupants ' I aroWide Aisle Area , I ' , I I I I I 1 (ase 2 - � � � � � ` � f � �, l / � 1 � _ � if� st Floor � 1 � �; 1/ � - 1 0 11 hhm0(0,35 (11/0(0) BULK 4'FEED MAIN RISING UP IN / STAIR TOWER(SEE ELEVATION PROVIDE PROTECTION INSIDE VOID ABOVE ELEVATOR PROTECTED AS INDICATED ON _ o I',, �'� EXISTING COMBUSTIBLE LOUVER 1 Y AS INDICATED AND PROTECTED AS SHAFT LOBBY - DETA'L) (F; o° 1 ROOF OUTSIDE '. MAX.\, HANGER SPACING A ATTIC FLOOR SYSTEM PIPING / III RUN BULK FEED ADJACENT TO DURING INSTALLATION.THE RUN E OF ROOF PI ACROSS CENTRAL CLEARANCE THROUGH SLOPE E ROOF PITCH ' CENTRAL AREA AS MUCH AS INDICATED,FED FROM 4"BULK \ POSSIBLE(TYPICAL) STRUCTURAL BEAMS AT ATTIC SPRINKLER CONTRACTOR SHALL PIPE NOMINAL PIPE SIZE (IN) FEED AT FLOOR LEVEL(TYPICAL) POSSIBLE WITHIN THE PLATFORM -i -�' - / FLOOR LEVEL(SEE ELEVATION) ARINSTALLMINIMIZE HEATTICADDITIONAL ACE O -_-.f _ .� 1- __ _ F r _ \_:c _ - -_ TYPE S lY 1�p 2 PY2' 4 6 8 FEED ATTIC SYSTEM AND FUNCTION ROOM MODIFISPACECATIONSWHENATTIC - -- $CH 7,10,40 N A 12-Q 12-Q 15-Q 15-Q 15-0 1n_o 15-Q 15-Q SYSTEM FROM 4'FEED MAINSSTRUCTURAL LOCATED -- _ -- - - SPACE IS RENOVATED. --- -- -- ' --- - - / ON EACH SIDE OF STRUCTURAL BEAMS AT ' " ATTIC FLOOR LEVEL PROVIDE '� SCH 30 LIGHT N/A 12-0 12-0 12-0 12--0 12-0 N/A N/A N/A ( PROTECT OWNER SHALL COMPLETELY FILL - -- -- - TRANSVERSE ANGLE-BRACKETS AS NEEDED FOR i71 COMBUSTIBLE VOIDS WITH SUPPORTING PIPING.TYPICAL i �� NON-COMBUSTIBLE INSULATION. ro-o 36" MAX. FOR 1° DIA ` PEAK AREAS AS ,•f ) / /// INCLUDING PLENUM REQUIRED(TYPICAL) _ INDICATED ON PLATFORM TO PREVENT I� \ PLAN VIEW / 1 SPRINKLER PROTECTION BEING `J ,� `48" MAX, FOR 1 1 4 CIA. THEN EXTEND HERE _ • � � 60" MAX, FOR 1 1/2" DIA. OR LARGER , : (TYPICAL)- ' RISE UP TO ATTIC ROOF AND DISTANCE BETWEEN RUN BRANCHLINES ACROSS _-- -- - -- --_-__-- SHALL NOT EXCEED OMIT HGR ON STARTER PIPES SLOPE(TYPICAL) ABOVE TABLE 6' OR LESS, NO X-MAIN HGR OMISSIONS ALLOWED - -- '- - - - -' 'IL , _ IF GREATER THAN 36" MAX FOR 1" DIA. - _ ---LOCATE RISER FOR TOP-MOST - - HANAX, FOR ' -1 DIA ��- - TOBRANCHLINEMAINTAIN AGAINST COLUMN �� ul" y° - / • IF GREATER GREATER 60" FOR 1 H1/2" DIA, OR LARGER NEW QUICK-RESPONSE TO MAINTAIN MAXIMUM CLEAR _ SPACE IN ATTIC(SEE s - SEMI-RECESSED PENDENT II- - - - "' ELEVATION,TYPICAL FOR 4 r t.' ) _--- (� - - - - - --- - - -, SPRINKLER PROTECTING MAIN 4-BULK FEED FROM BELOW FOR TION ROOM O M(SEE PLAIN VIEW - "e o-e >-, • ATTIC LEVEL CROSS-SECTION-FACING SOUTH PROVIDE QUICK-RESPONSE r - - - - - - - - - - - - - - - - - - - - -- - - - - - - _ (INTERMEDIATE TEMPERATURE, E T ERAT SPACE �__ _ _ _ • Ir SCALE.NOT TO SCALE ATTIC - - - - - - I I -/\ AS INDICATED. - J I ENTRYWAY TO ATTIC PROVIDE UPRIGHT PROTECTION IN Wwpppp�� pppppp WpQp 4-BULK MAIN IN / STAIR-TOWER AS INDICATED et I I65f`. J&3f`. AT SPACE (VERIFY IN FIELD) ^ NOTE HAS DECIDED TO CD y 1/ O INSTALL A WET-PIPE SPRINKLER SYSTEM IN THE ATTIC SPACE AND _ SHALL BE RESPONSIBLE FOR I • • e sjr MAINTAINING TEMPERATURES ( • I \Cully suPERRCR[W ` 5HNEY SOPElle \ AIIMY SUPfR%REw L - -- -- ABOVE 40°TO PREVENT PIPING I OST 3p psi}p DST 30 A v I FROM FREEZING F - - - - - - - I - E PIPE RING ''• _� ___ PROVIDE UPRIGHT 41 46 PROTECTIO ABOVE ry o o-y, I y ,• • _� f C --TTTT PII<AL HANGER DETAIL ELEVATOR LOB FROM ATTIC -� r O - + O 10 I • • • I ✓ PIPE RINDELEVATOR INDIC ` , z I HANGER 1 PROVIDE QUICK-RESPONSE I I DRY-PENDENT SPRINKLER IN t4 `. SEMI-RECESSEDPENDENT ALL I TYPICAL TRAPEZE HANGER DI'',':": ELEVATOR LOBBY SPRINKLERS(ED PE DENT AREAS i j HANGER p2 INDICATED TO PROTECT MAIN - I FUNCTION ROOM.FEED PENDENT I d "_' "- ELEVATOR LOBBY -- - I FROM BULK4HEADS FROM AMA1 SVAESRS FED d e e I • • gs INDICATED. I NOTE:DUE TO THE COMPLEX ao x-° • • I ROOF OUTSIDE EL VA OR 15 STRUCTURAL CONTRACTOR MAY SPRINKLER CONTRACTOR MAY _ I - - I - _ L p - HAVE TO PROVIDE SUPPORT - - - - - - - - - - - - - c r - - - - - BRACKETS IN ORDER TO SUPPORT - - - - - - - - - - - - - - _ - - - - - - - _ _ - � J / STORAGE ROOM f. a SPRINKLER PIPING. - - - - - - - - - - - I I • a" '� '. COAT ROOM 1-5 5-4 r-u, -. b1Be REMOTE AREA/ D _.- ( I ^� HIGHT HAZARD II �MD 1950 Be ' ' r • � LEAA3 0. Sle 1 GPM HOSE ALLOWANCE I0 GPM/SF U PRNUII �) - _J OVIDE UPRIGHT E ALLOWANCE PROTECTION UNDER - _ WOOD-WALKWAYS -_- KITCHEN BELOW __ y-� BULK FEED CONNECTED TO -PIPE INSPECTOR'S TEST - j- y�-- _ - - - �-s EXISTING 4*CAPPROAT CEILING OF - A- J KITCHEN BELOW _- - - - - - � - ------ _-_--- -- CONNECTION TO �-- MONITORED BUTTERFLY VALVE ----- - - --- ----' EXTERIOR OF BUILDING -- C:_ ATTIC SPACE OVERHEAD SPRINKLER PROTECTION LAYOUT (VERIFY IN FIELD) SECOND FLOOR OVERHEAD SPRINKLER__PROTECTION PIPING LAYOUT AND DRAIN CONNECTION AT SCALE:Ye-1'-0• 1 - - -- - AND LEVEL CROSS-SECTION-FACING WEST CONNECTION POINT(EXISTING 4- SCALE',e -1 0 SCALE:NOT TO SCALE TEE WITH GROOVED CAP, LOCATED BEHIND STAGE) -- -- - --- FIRE PROTECTION NOTES: If ---- UPPER-MOST ATTIC BRANCMLINE PROTECTED - THE INTENT OF THIS FIRE PROTECTION DRAWING IS TO INDICATE THE PROPOSED ADDITIONS TO THE EXISTING FROM ABOVE - AUTOMATIC SPRINKLER SYSTEM WITHIN THE BUILDING LOCATED AT 231 ESSEX STREET IN SALEM, MASSACHUSETTS. I_ a PREVIOUSLY,THE BASEMENT AND FIRST FLOOR OF THIS BUILDING WERE PROVIDED WITH SPRINKLER PROTECTION,FED t - FROM A 4"UNDERGROUND WATER SERVICE, ""BACKFLOW PREVENTER AND 4"ALARM VALVE LOCATED IN THE BASEMENT (SEE PREVIOUS DESIGN DRAWINGS FOR LOCATION OF EXISTING SERVICE,VALVE AND EXISTING SPRINKLER PIPING � I SINCE THE ORIGINAL INTENT WAS FOR THE ENTIRE BUILDING TO BE PROVIDED WITH SPRINKLER PROTECTION,A 4"FEED J I _. _ _.---. WAS BROUGHT UP THROUGH THE FIRST FLOOR ANDA,4"CAP WAS INSTALLED AT THE CEILING OF THE FIRST FLOOR ' I SYSTEM BEHIND THE STAGE PLATFORM.THIS EXISTING 4"CAP WILL BE WHERE THE NEW SPRINKLER PIPING WILL BE FED PROVIDE � 4'FEED FROM KITCHEN - - SPRINKLER AREA BELOW ____-_ ---. -___- -. - r"" '� FROM. UNDER \ -_ - 1 • PLATFORM- L T-0" 10'-0" 14'-0' 14'-0' _ 10'- THE SPRINKLER CONTRACTOR SHALL PROVIDE A 4"MONITORED BUTTERFLY VALVE AND DRAIN CONNECTION AT THE _.. • 1� - CONNECTION POINT ON THE FIRST FLOOR.THE EXISTING PORTION OF THE SPRINKLER SYSTEM WILL REMAIN _ OPERATIONAL WHILE THE 2ND FLOOR AND ATTIC SPRINKLERS ARE BEING INSTALLED.THE NEW 4"FEED WILL RUN _ THROUGH THE KITCHEN AREA ON THE 1 ST FLOOR AND RISE UP TO THE 2ND FLOOR IN THE CORNER OF THE STORAGE \PROTECTED `--PROTECTED ROOM ABOVE.THE BULK 4"MAIN WILL SPLIT AND RUN ON BOTH SIDES OF THE RAISED PLATFORM AS INDICATED ON THE ... FROM ABOVE FROM ABOVE \; -- -- - ----- - --- -- ASSOCIATED DRAWINGS. -' _ --- J _-- - THE ATTIC SPACE WILL BE PROTECTED WITH INTERMEDIATE TEMPERATURE UPRIGHT SPRINKLERS FED FROM BRANCHLINES RUNNING ACROSS THE SLOPE OF THE ROOF,THE MAIN FUNCTION ROOM WILL BE PROTECTED WITH _ ^ �('O• ! ° C, '!l)' SEMI-RECESSED PENDENT SPRINKLERS,FED FROM THE BULK 4"MAIN WITH ARM-OVERS LOCATED IN THE ATTIC SPACE. _____. ___....._ THE SPRINKLER CONTRACTOR SHALL USE CAUTION WHEN DRILLING HOLES FOR PENDENT SPRINKLERS AS THE CEILING °� WILL REMAIN AS-IS. THE SPRINKLER CONTRACTOR SHALL FOLLOW THE LATEST REQUIREMENTS OF NFPA 13(2007 EDITION) MASSACHUSETTS O 'SII STATE BUILDING CODE AND SALEM FIRE DEPARTMENT REQUIREMENTS. 2Y RISER UP FROM _ of BELOW • ti THIS BUILDING BACKGROUND IS BASED ON DRAWINGS OBTAINED FROM BUILDING OWNER AND MAY DIFFER SLIGHTLY O• •O FROM ACTUAL LAYOUT,DRAWINGS ARE NOT INTENDED TO SHOW ALL OFFSETS AND PIPING ELEVATION CHANGES Ex ose0 P19NG N BATHROOMS SPRINKLER FF NEW 4' - CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS PRIOR TO FABRICATION. ,O VED z D F KITCHEN AREA SHALL TEE-OFF NEW 4- BULK MAIN BEHIND STAGE - ON FIRST LEVEL TO FEED 2 L4 to aper AI.I: XIELD) THE SPRINKLER CONTRACTOR SHALL HYDROSTATICALLY TEST ALL SPRINKLER PIPING AT 200 PSI FOR 2 HOURS. - O RISER(VERIFYO FEED _ - � - V o - „^rT]yay.pgrn`TLrt H_..::..1. '�; -l C't `%;. :,� SPRINKLER CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF ALL ABOVE GROUND TEST CERTIFICATES, --- R.j SUPPLIED TO THE OWNER. C.LY of SAI." 1, L'..: _ :. . CONNECTION TO EXISTING 4" F .." VILiutOW -LJ RISER(BEHIND STAGE AREA) ' ALL PIPING SHALL BE UL LISTED BLACK STEEL PIPING,SUPPORTED PER NFPA-13 AND ALL MANUFACTURERS T Y C 1 U 0 INSTALLATION RECOMMENDATIONS.ALL PIPING SHALL BE PITCHED TO DRAIN WITH LOW-POINT DRAINS AT SECTIONS OF F EAR[ LEL FOK'- `--u'�'-' -pftorecreD \�-PRorecTEo PIPING SUBJECT TO WATER TRAPPING. _ �) • ^4 D" 5'-4' - °2 AND PROTECTION OF FIST S FROM ABOVE - FROM ABOVE `'-B ,s R ALL SPRINKLERS INSTALLEDT '.F:.r THROUGHOUT THE BUILDING SHALL BE QUICK-RESPONSE SPRINKLERS PE AND PROTECTION �`EVIC-- • - l "v (N �AND INSPECTION,For.CO.. K-FACTOR LISTED IN HEAD BLOCK)AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS LISTING AND ` -- IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13(2007 EDITION),Ilk f EXISTING SYSTEM RISER ---- LOCATED IN BASEMENT -- - ---- -- -- THE SYSTEM HAS BEEN HYDRAULICALLY CALCULATED TO MEET THE DEMAND FOR A LIGHT HAZARD OCCUPANCY(ATTIC a 0 ( ��, AND FUNCTION ROOM)AND FOR AN ORDINARY HAZARD GROUP I OCCUPANCY(2ND FLOOR KITCHEN SPACE) PER THE -- RUN SPRINKLER PlPlrvc exPoseD, L REQUIREMENTS OF NFPA 13(2007 EDITION). AS TIGHT TO CEILING AS POSSIBLE -" - ' IN FINISHED AREAS AND PROTECT _ ______ WITH QUICK-RESPONSE SIDEWALL - - ALL WIRING OF TAMPER SWITCHES, FLOW SWITCHES AND ALL OTHER FIRE ALARM COMPONENTS SHALL BE DONE BY AN HEADS(K-5.6) - -- - ___ ELECTRICAL CONTRACTOR -- • • •, THE BUILDING OWNER HAS OPTED TO HAVE A WET-PIPE SPRINKLER SYSTEM PROTECT THE ATTIC SPACE.IT IS THE T - l - OWNERS RESPONSIBILITY TO MAINTAIN HEAT WITHIN ALL AREAS CONTAINING WATER-FILLED SPRINKLER PIPING.ANY I O O AREAS OF CONCERN SHOULD BE BROUGHT TO THE OWNERS ATTENTION DURING INSTALLATION BY THE SPRINKLER SYSTEM ISOMETRIC -NOTE:SPRINKLER CONTRACTOR GHT CONTRACTOR. SCALE NOT TO SCALE SHALL PROVIDE AN SPRINKLER HEAD IN THE ! O u 50 ea I' OF SETTHIS LOCASTAIRWELL TAIR ELL ANDIE BASE __..._-_ ...- _ _. ___.. a O 5 BENEATH THE I - BENEATH THE LANDING.FED I .._...... ,,..__..... ___ ' FROM THE BASEMENT SPRINKLER SYSTEM.SPRINKLER ( Hydraulic Informotion I System Volume 469 Remote Areo 1 Flowing Heads 2 Start Head PSI 53.6 Remote Area 2 Flowing Heads 17 start Head P51 53.6 Remote Af20 3 Flowing Heads 10 Stott Hood PSI 7.17 - Io° r - CONTRACTOR TO VERIFY IN -� -. -. - _. _--- - S talk Preswre 78.0 Flow Test Date 5/11/2006 Wet /Dry WET Density ' 0.100 Storl Head GPM f8.0 Wel /Or WET Densis 0.100 Start Head GPM 29.4 Residual Pressure 76.5 Flow Test Location ESSEX STREET Hazard LIGHT HAZAD Z. 1950 SOFT per Head 120 Y Y Wel /Dry WET Density 0.150 Start Head GPM 15.0 - I D Hazard LIGH HAZ Area 1950 SOFT per Heotl 196 'xy t I Residual Row 1350 Tested b ,IFP SOLUTIONS. INC. Code NFPA 1} Lrn Hitl Ratio 1.20 Elev-Hd to Riser Hazard ORD Areo 750 SOFT per Head 100 /^� Y / (') 711 Code NFPA 13 Lea/Witl Ratio 1.20 E1ll to Riser (-) 516 Code NFPA 13 Len/Wid Ratio 1.20 Dev-Htl t RRiser (') 420 P REMOTEARE43 I. i O O 'J 0 Q ! Test Elemlion (Relative to Source Elevobon) 0.000 Construction Max Velocity 13.8 PSI -Hd to Riser 25.7 Construction Max Vel 16.9 PSI -Hd to Riser 18.6 Construction Mon, Velocity 16.3 py -Htl to Riser 15.2 HMD 795 SF ( iank Pressure 0.000 Availoble Well Row 0.000 RISE UP IN HIGH-CEILING AREAS I I Source Nome or Location City Supply Source Name or Location City Supply Source Nome or Location Cit Su 1 ORD HAZARD I Tank Volume 0.000 Y M Y P5 Avail at Source 77.7 GP'A on o at Source 00 Inside Nose OA00 P51 Avail at Source 77:8 CPM Real at Source 478 Inside Nose 0.000 P51 Ova at Source P.8 GPM Re 'tl al Source 434 de Hose 0.000 0.15 GPM/SF i Tants Elevation 0'-0" PSI Req'd at Source 670 Du,otion of Source 0.000 (Outside Hose 100 PSI Regd at Source 61.5 Duration of Source 0.000 (Outside Hose 100 PSI Req'd at Source 65.] Duration a1 Source 0.000 (Outside Hose 250 250 GPM HOSEA ALLOWANCE Pum Rated Pressure 0.000 Pum Manufacturer Safes PSI 107 Re ,id P D Y i tl Source Volume 0.000 Safety PSI 16.3 Req'tl Source Volume 0.000 Sol P51 122 Read Source Volume 0,000 L - - ^ , Pump Rated Flow 0.000 Pump Model Pressure Available Pressure of ;7,7 psi Exceeds Required Pressure of 67.0 psi Pressure Avoilable Pressure of 77.8 psi Exceeds Required Pressure of 61.5 psi Pressure Available Pressure of 77,8 Psl Exceeds Required Pressure of 65.7 si L_ - - - - - ^ - - - - - - - - - - L - - - - - S L Y _.._ ._...f- ......... ;._ �T {� - 1-,_ - l l -- t7 I ---. Pump Elevation 0'-0' a N F KITCHEN summary This is a safely margin of 10.7 Psi or 14 9, of SuP01Y Summary This is a safely margin of 16.3 psi or 21 X of Supply summary This is a solely margin of 122 Psi or 15 S of Supply P J 1 "" Construction COMB Occupancy 2 C L CEN ---_1 ---- -: '- - - AulhoMies Having JurisdicCon SALEM FD Advanc=d Mo. Density Available 0.108 PSI loss - TOR to Source 8.52 Advanced Max Densly Avoilable 0.112 PSI loss - TOR to Source 7,20 Advanced Max Density Avoilable 0.163 PSI lass - TOR to Sputa e 4.14 SECOND FLOOR SPRINKLER PROTECTION LAYOUT SECOND FLOOR OVERHEAD SPRINKLER PROTECTION HEAD LAYOUT Sumnc PM a1 Max Availoble Density 560 (Rack Demand 0.000 summary CPM of Mex Avoilable Density 537 (Rock Demand 0.000 Summary I GPM of Max Available Density 4]} (Rack Demand 0.000 SALE 1.n SCALE:)V If-o DE�IGNFD BY: idl\t IONS HEAD BLOCK S DATE -._ _---DESCRIPTION - _-- _ - BY --- - - �w�� w�w1 `'4 - Y 1 1 1 CC, DOMENIC A.�cyG IMP SOLUTIONS. INC. n - - - N� _ �� '� LFII R CONT 1 � ` � T O R FSO C KAFELLAS SPRINKLER PLAN � m g CIOLINO � Fin r SYM CNT POSITION FINISH TEMP K NPT PERMIT No. No.41630 � � � � / 22 SIDE WHITE 155 5.60 1 /2" 10 BE DETERMINED FIHNo.41630 N O 3 Wakefield, Massachusetts 01880 -�- - 231 OOR AN STREET coNrRACT No. G/STEP��O`�r`Q SALEM, MASSACHUSETTS APPROVAL SALEM FD 57 UPR BRASS 175/200 5.60 1 /2' " IDNALE DRAWN BY T. JENKINS E-MallTelephon DJFPI@Yah781) 999 • 37 PEND WHITE 155 5.60 1 2" SPRINKCAD 2ND FLOOR AND ATTIC SYSTEM SCALE ,8" = t'-o" Fax: (888) 680-0863 � / E-Mail: TDJFPI Yahoo.Com @ - -..-. - TOTAL 57 DATE 2/5%2Q" PROJECT ADDRESS REYIS6D FP 1 Of 1 we I i QTY OF SALEM, MASSACHUSETTS BUILDING DEPARTMENT \ 120 WASHINGTON STREET,3m FLOOR TEL. (978) 745-9595 FAx(978) 740-9846 KIMBERLEY DRISCOLL MAYOR THOMAS STYIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMSSIONER December 20, 2010 David Mckillop Rockafellas 231 Essex Street Salem Ma. 01970 Dear Mr. Makillop, In conjunction with Chief Cody and the provisions of M.G.L.c148,s26Gl/2 ,we are issuing a one day Occupancy Permit for noon on December 31,2010 through noon on January 1,2011. This Occupancy Permit is for the second floor function hall. Si��rely, ��l�s.e Thomas St.Pierre Building Commissioner/Director of Inspectional Services c CITY OF SALEM, MASSACHUSETTS BUILDING DEPARTMENT 1k 120 WASHINGTON STREET,3m FLOOR TEL. (978) 745-9595 FAx(978) 740-9846 KIMBERLEY DRISCOLL MAYOR THOMAS STYIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER December 20, 2010 David Mckillop Rockafellas 231 Essex Street Salem Ma. 01970 Dear Mr. Makillop, In conjunction with Chief Cody and the provisions of M.G.L.648,sMG1/2 ,we are issuing a one day Occupancy Permit for noon on December 31,2010 through noon on January 1,2011. This Occupancy Permit is for the second floor function hall. Sincerely, Thomas St.Pierre Building Commissioner/Director of Inspectional Services 2� 5 � M l000lod b Y�� &Ala i SO"&pMw APPUMM Fork Pa"Im Y It (amb vjhMWM Sp*) - 6 e ��c/� ems`CPAPMWAPWM ,PLUM M .OUT Li�Y a C011nsmv TO AVOro pELAYt w MOC�iMMa TO THE W&OWTOR OF VAJ364M The WW.OW hsWW MOM taaP a bulid &000Owp a v►. bYoMwip �p�OiioWor� �u sf c H (-Oa ih y ONri i um l ` Z wM Addroa i Phom L3 ( 65�, __ (cl, 17�fS Anhbcft NIN 0- / Add MU•Fla . 09�1 M ✓+,^I S�. ( 4`l8, 9Y'3 S7 r 3 Modwl" Nna. s t Arrdwt�wl A Phawr /�9/�eris� S��z� V"is ft PAPM d OwrIldIwwMr � ' G7L�A/(/` Me"of bt 0.dw ift for mw mm ir�woMd oDrl zua.Q _ N �► r111b • � o x a aowr TW pgMLTV or OEECiiwT M of wo1Mc TO U DW /J --------------- MiAILPEw r APIPLICATION FOR PWAW To LOCATION PEFPMTGRAMM OF Waor�c�s UC#054201 REG#100569 A HAPUTO'1�V� U ,1�V� RCDCKI� Fe Il AS r II (( CA t S ib N1 � f 1 ,4 (781)246-2328 11 HAWFHORNB STREET,WAK£E[SIA,MA 01880 PAX(781)246-2328 ,fe // 7 ?-/- -PP 3 - s-3/ 3 ; iPAIIt . M IdaFdpipE�=ING GRANTED 1 .CITY OF SALEM r IN Cwmrmlgn Ma? YM.No BUILDING PERMIT APPLICATION FOR: 1 Permit to: (CUaN whlohem apply) Roof, Remoi, Install siding, Conebw Deck. Shad, Pook PLEASE FILL OUR LEGIBLY&COMPLETELY TO AVOID DELAYS W PROD TO THE INSPECTOR OF BUILDINGS: The ca uWWIVW her rm by applies for a pek to build according to the foowAng Ownses Name [ . Y�'_S ��) i` s 16) c/cl/i b<' Address & Phone ArohkeWs Name Address & Phone Mechanics Name Address & Phone Jam,/ w� ✓ (�I� 1 �/��_ '; ;;: ,.WWI wrr M sr pu xm ar b~ eww d ewano? WN bik"Dorton-a EMnrtnd am. CRY Lloar♦ N A rift UanN r Lie. CV `SabuW& AAAWt n SIGNED UNDER THE P ' OF PERJURY DESCRIPTION OF WORK TO BE DONE 144� 1�� :9b MAIL PERMIT TO• L �� t T s t No. APPLICATION ll R TO FOR LOCATION PERMIT GRANTED 7�y 2b APP ` � - INSPECT OF BUILDINGS ►; The Commonwealth of Massachusetts 7 I, Department of Public Safety v.-,..•y .Xfa.sach LJSOIS State Building Code(780 GIIR)tieVenth Edition City of Salem Building Permit Application for any Building other than a 1- 2-Famil e ul (This Section For Official Use Only) Building Permit Nl,mbrr. Date Applied: Building Inspector. SECTION 1: LOCATION (Please indicate Block N and Lot N for locations for which a street address is not available) 019 70 Dwvitl L—OL�j Nu. and Street City /Town Zip Code Name of Building(if applicable) . SECTION 2:PROPOSED WORK /1 If New Construction check here iFor check all that avp r 1 inthe two rows below Existing Building D/ Repair❑ Alteration ❑ Addition ❑ Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ 1 Change of Occupancy ❑ 1 Other ❑ Specify:&�)Ck J - a+4j Are building plans and/or construction documents being supplied as part of this permit application? Yes ET No ❑ Is an Independent Structural Engineering Peer Review re}wired? "� Yes ❑ No 1� Brief Description of Proposed Wurk:,3 W I A to h O XC$ Co f1*ICp er d -Ofv i7 5-e q--s SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Evaluation is enclosed (See 780 CMR 3402.0) ❑ ' Existing Use Group(s): Proposed Use Group(s): p Existing Hazard Index 780 CMR 34: Proposed Hazard Index 780 CMR 34: 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:USE GROUP(Check as applicable) A: Assembly A-1 ❑ A-2r ❑ A-2nc❑ A-3 ❑ A4❑ A-5❑ 1 B: Business ❑ E: Educational ❑ F: Facto F-I ❑ F2❑ H: Hi Hazard H-1 ❑ H-2❑ H-3 ❑ H-4 ❑ H-5❑ I: Institutional 1-1 ❑ 1-2 ❑ 1-3❑ 1-4❑ 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: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA ❑ IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ IV ❑ VA ❑ VB ❑ SECTION 7:SITE INFORMATION (refer to 780 CMR 111.0 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: Public d Check if outside Flood Zone❑ Indicate municipal ❑ A trench will not be Licensed Disposal Site❑ Pri%ate❑ or indentife Zune: or on si te,%stem ❑ -required ❑or trench ur*pecifv: permit isenclosed ❑ Railroad right-of-way: Hazards to Air Navigation: \I:\ Ili.n�ri,'c ,nnmi�.i •n Rvc i,-„ I•ri \nt \l'i'licable❑ I�Si nidure tcnhut earl+ort a)+prn.)c area' IS Iheir review cnmpleh•d.' rt(-nmenl hi Budd enClo'cd ❑ Yes ❑ nr No❑ 1'es❑ \n ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition ,,I Code: L,e C:nnipt,l: iry�,vol Constructon: OCCup,utl Load per Flnoe I)ne, the building contam,tn Sprinkler Sc,tem1: ✓ SpeCtalStipulelionS: SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Addr/es•s of Property Owner. Q Cf C FI2 i 7foS l.(i As�vy�'ox11 E.JJ Name(Print) Nu.and Street City/Town Zip Property Owner Contact Information: CEI n f Hot C_t7- Ro 1 - L i(o-3 Title Telephone No. (business) Telephone No. (cell) a-mad address If applicable, the property owner hereby authorizes Name Street Address Citv/Town State Zip to act on the pro,erty owner's behalf, in all matters relative to work authorized by this buildin • permit a , lication. SECTION 10:CONSTRUCTION CONTROL (Please fill out Appendix 2) (If buildin•is less than 35,000 cu.ft.of enclos d space and/or not under Construction Control then check here O and skip Section 10.1) 10.1 Registered Professional Responsible for Construction Control t f:d C.cjceUj -7 --9fr3 13 I Name( egistnnt) Tel phone No. e-mail address Registration Number � .igr l G kofF ,(d Ma 019 V Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor Gha p I,\{ Cam Y{(-(&Ct l) h _ Company N Ed, Name of Person Respmsible for Construction License No. and Type if Applicable Street Address City/Town State Zip gjl--983- Tele hone No.(business) Telephone No. (cell) e-mail address SECTION 11:WORKERS'COIvII'ENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(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? Yes O No O SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor Total Construction Cost(from Item 6) and Materials) 1. Building $ 1100. Building Permit Fee=Total Construction Cost x_(Insert here 2. Electrical $ appropriate municipal factor)=$ 3. Plumbing $ Note: Minimum fee=$ (contact municipality) 4. Mechanical (HVAC) $ 5. Mechanical (Other) $ Enclose check payable to 6.Total Cost Mt a c $ �1-000, (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT, By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and�accurate to the best of my knowledge and understanding. l � ✓ 1 Fj CL pv,N zs `il 593 -530 Please p in� { (gn name W 4 r- (( I M Telephrti, Date H , I1 we 1�-L 7, 1 Street :Address City/To%%n State Zip Municipal inspector to fill out this section upon application approval: Name Date Icj3 �� `� � <, N RECEIVED RVICES The Commonwealth of assac usetts t Ulf l�.1✓�x�' 22'l t of Public S �y ��p � Building cnd4$oMC'i4iRj 2 A 01 �— Building Permit Application for any Building other than a One-or Two-Family Dwelling (Phis Section For Official Use Only) Building Permit Number. `` Date Applied: Building Official: SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) 31 l C55e,ti- 5-t - gL,,� o1976 Kocka Fe- I(e!1 ' s No.and Street City/Town Zip Code Name of Building(if applicable) ` SECTION 7-PROPOSED WORK Edition of MA State Code used If New Construction check here❑or check all that apply in the two rows below Existing Building,- Repair Alteration ❑ 1 Addition❑ 1 Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ 1 Change of Occupancy ❑ Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes ❑ No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No ❑ Brief Description of Proposed Work: Zn1 S1-o.11 3 CA)e 7/ 5+.c Lou) G . 30 � r SECTION 3:COMPLETE TfffS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR`% CHANGE IN USE OR OCCUPANCY' Check here if an Existing Building Investigation 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:USE GROUP(Check as applicable) " A: Assembly A-1❑ A-2❑ Nightclub,❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ B: Educational ❑ F: Facto F-1❑ F2❑ H: Hi Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1❑ I-2❑ I-3❑ I-4❑ M. Mercantile❑ R: Residential R-10 R-2❑ R-3❑ R-4❑ S: Storage Sl❑ S-2❑ U: utility❑ Special Use❑and please describe below: Special Use: SECTION 6:CONSTRUCTION TYPE(Check as applicable) " IA ❑ IB ❑ IIA ❑ IIB ❑ HIA ❑ HIB ❑ IV ❑ 1 VA ❑ VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit Debris Removal: Public❑ Check if outside Flood Zone❑ Indicate municipal❑ A trench will not be Licensed Disposal Site.❑ Private❑ or indentify Zone: or on site system❑ required❑or trench or specify: permit is enclosed❑ Railroad right-of-way: Hazards to Air Navigation: MA Historic Co mmission Review Process: Not Applicable❑ Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes❑ or No❑ - Yes❑ No ❑ w.« ,. - ; ,SECTION S:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: I Use Group(s): Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulations: s SECTION 9: PROPERTY OWNER AUTHORIZATION ' Name and Address of Property Owner C-t),A Ct in 231 6-55CA 01920 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes Name Street Address City/Town 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(Please fill out Appendix 2) , If building is less thin 35,000 cu.ft of enclosed s ace and/or not under Construction Control then check here 0 and skip Section 10.1 10.1 Registered Professional Responsible for Construction Control - Lr. �,✓A 41jC -�H )tl'1 - 01 e cc.,) -/ / Nam'(Registrant) Telephone No. e-mail address Registration Number b C9. r 9. l'Q-�— s/� /f i� JIY 7D Street Address City/Town State Zip Discipline Expiration Date 10..2,,General Contractor � /I • • ,(., - Company Name - En , n, G( g o 6? 9 » Name of Person Responsible for Construction License No. and Type if Applicable 3 5,- Site" elf Street Address City/Town State Zip `12K-2�y- fr!Y ? i O 1 C C Telephone No. sines Telephone No. cell e-mail address k ..+SECTION 11:WORKERS'COMPENSAMN INSURANCE AFFIDAVIT .G.L.c.152.§25C 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? Yes O No ❑ - SECTION 12 CONSTRUCTION COSTS AND PERMIT FEE ,M Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)_$ 1.Building $ Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ appropriate municipal factor)_$ 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical Other $ Enclose check payable to 6.Total Cost- $ 3 9 p p . o D (contact municipality)and write check number here `� e '°• `" SECTION 13.SIGNATURE OF BUILDING PERMIT APPLICANT " By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. aAj Please print and sign Title Telephone No. Date Street Address City/Town State Zip Municipal Inspector to fill out this section upon application approval: ' Name Date Commonwealth of Massachusetts ^ ' City of Salem �t 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5641 wr.n Return card to Building Division for Certificate of Occupancy Permit No. B-15-235 FEE PAID: $44.00 fflPhERMIT TO 00" 1%00" 1 L D DATE ISSUED: 4/6/2015 This certifies that MARKILLOP TRUST LLC has permission to erect, alter, or demolish a Ri building 227 ESSEX STREET Map/Lot: 350254-0 as follows: Windows INSTALL THREE (3) ENERGY.STAR/LOWE/30 GLAIIISS UNITS (Permit issued with requirement togo to DRB & SRA o`rapproval) elf, itr ll 1r iL ti i 1 Icy" p, Contractor Name: Atlantic Weatherizatio�n DBA: *` irk" Contractor License No: 87977 {a R w i d o� 4/6/2015 t ,Budding Official l r'i , i, n Date i{l%iii .I l .. 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 re14que!(s�t'j, iii I, R i § gjI "t $n� (t5� 6}�dtUFll�I h l i n , t All work authorized by this permit shall conform to the approved;applicatio and the approved construction documents for which this permit has been granted. V:.. :i(�t All construction,alterations and changes of use of any building and structures shall be in compliance with the localzoning 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 public.inspection for the entire duration of the work until the completion of the same. g@v ��. vs;_ a 5{ '.m r �Sia t iirdiil t !` E 4L9 The Certificate of Occupancy will not be issued until all.applicable signatures by the Building and Fire Officials are 1provided on this permit. fc, ''431�artF ct `g w ,n nrPF'u :my H IC $/: 142089 Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). F� rW'i7 Restrictions: ��pddppp ih lM'l is si u t,c 5 ?.s26 in ' M fR $ 'fx I qiu Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. . � r, _ ., .. - , , � �.:, ;�: The Commonwealth of Massachusetts it I y' �(,/ �. ,�, ,� r Department of Public Safety � "I v:_,,.✓' %' \la..,�ihu,cll.titalr Buildinh Code 1780 Ci�1R)tircenth Hditiun City of Salem Buildin Permit A lication for an Buildin other than a 1- or 2-Famil Dwellin (This tiectiun Fur Offici,il Use Oniv) l3uilding Prrmit Number. Date ApFilird: Buildin�; Inspectur: SECTION 1: LOCATION IPlease indicate Block M and Lof M for locafions for which a street address is not available) 5 � � �/� C� �\'u.,ind tilrrrl Cilv /To�cn Lip Cudr Name of Building (if applic.ible) SECTION 2:PROPOSED WORK -New Constructiun check here�ur check all th��t apply in the twu rows beluw Ecisting Building Repair❑ Alteration O Addi[ion❑ Demulitiun ❑ (Piease fill uu[ind submit Appendix 1) ChanKe uf Use ❑ Change of Occupanty O Other ❑ Specify: � Am building pl.ns and/ur construction documents being supplied as pnrt uf this permit applicatiun? Ye� —/No ❑ Is an Independenl Struclural Engineerin�y Pee� .Rev�i� rey ire`�� ` / ,� Yes �N' No ❑ Bri�f De�criptiun uf Proposed Wurk: �-l�1S"Tqi�� -L��C`j,/6/ � /dj/��Ol� /iOQ� � �S12n_ � �I - �l SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR � CHANGE IN USE OR OCCUPANCY � Check here if an Existing Building Evaluation is enclosed ($ee 780 CMR 3402.0) ❑ ' Existing Use Group(s): Proposed Use Group(s): �• Existing Hazazd Index 780 CMR 34: Proposed Hazard Index 780 CMR 34: SECTION 4: BUILDING HEIGHT AND AREA Existing Proposed No.of Fluors/Stories(include basement levels)&Area Per Floor(sq. ft.) Total Area(sq. ft.)and Total ight(ft.) SECTION 5:USE GROUP(Check as ap licable) A: Assembly A-1 A-2r ❑ A-2nc O A3 ❑ A-4❑ � A-5❑ B: Business ❑ E: Educational ❑ F: Facto F-I ❑ F2❑ H: Hi h Hazard H-1 ❑ H-2❑ H-3 ❑ H-4 O H-5❑ . L• Institutional I-1 ❑ 1-2 ❑ 1-3 ❑ 64❑ M: Mercantile❑ R: Residential R-1❑ R-2❑ R3� R-4❑ � S: Storage S1 ❑ S-2 ❑ U: Utility❑ � Special Use O and please describe beluw: ' Special Use: � I SECTION 6:CONSTRUCTION TYPE(Check as applicable) r IA ❑ IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ IV ❑ VA ❑ VB ❑ � SECTIO(Y 7:SITE INFORMATION Irefer to 780 CMR 111.0 for details on each iteml WaterSu I Plood Zone Inforniation: Sewage Disposal: Trench Pertnit: Debris Removal: PP Y' Public Check if uuhidr Fl�iud Zunr ❑ Indic.ile municip.il� A trcnch will nut be Licensrd Di.u .al�ite . rcyuired O ur trrnch ur npecils: � Pricate❑ iir indentil�'Zonr: ur un .ilr.�:atem ❑ F�ermit i.rndusrd ❑ /,�/f ��o Railroad right-o.f,-way: Hazards to Air:Vavigation: \I:\ I li.h�ri.c�,�,nmi..h�n Kv�i,•�� f4��r�•,.: .\�i�t :\pF,licoblc ❑ I.titrudurr �rithin airpnrt,iF�F�nrach area.' I.thcir rrcir�c cumF�lrtrd.' ��r(�nn.enl lo Ruild cnd��.cd ❑ Yr. O i�r Vu� .Yr. ❑ \�n O SECTION &CONTENT OF CERTIFICATE OF OCCUPANCY [dili��n uf C��dc: L�.e Cn�up�.�: T��En�ul Cunstructiun: l)caiF�,tnl Lu.id ��cr Pluur: I)��r. the buildin�;conLiin an tiF�rinklcr ti�>tum.': �pccial tiliF�ulations: � , . SECTION 9: PROPERTY OWNER AUTHORIZATION � ' � ' Name,ind Addrrs.�if Proprrlv Ownrr �� f 7p T l(�r.�/� .� /1�arcG.�.,o 22�-231�ft-c,r 5'f' Sq �2� Namr(Prinq Nu.and titreet Citv/Tuwn Zip � '�7 ' Pru ,erh'lh.'ner C�mlact Inlusm.ition: ' �v� � �hf.e.�nt� �3nz6ev��r ,c7��Y�` 2Y� ( 7Xl 727_ 7��i 2 Tidr TeleF�hone Nu. (businr..) TrleE�hune Nu. (cell) e-mail.iddnss If apf,licable, thr pruperh' uwner hrrrbv.��thurizes ��I� � �th/IM'r �oh'S"F cfi4� — ��mr 4treet Address Cih'/Turvn State "Lip � tu acl un the �ru�crh•o�cnrr'.brhalf, in all mallrrs relati��e tu�vurk authurized bv this buildin � �rrmit a > >licalion. �.. SECTION 10:CONSTRUCTION CONTROL (Please fill out Appendix 2) '.. (I I buildin�is ICss th.n 3i,N1U ni. fL uf endoKd s�aie and/or not undvr C�mstnictiun Conin�l lhen check herc 0 and ski Sr.liun 10.1) ,,. 101 Re istered Professional Res onsible for Constrvction Control 'i ,�Ay � C'�a 7��e�v��o��`� /s�/3 `f I �e(Re,};i�crint e �h n5,No. e-m,d nddress � Registration Numb r 7��t. oVar� S� �F ✓7i�/r✓ ?�'/�_ o/�O � /o / Strert Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor � h �vv`C/ . Cu pa y ame� � � s �G�O / ��i�a y —� ��j�v � Name uf P +'un Re.pumible for C�nstruc(iun cens/ u. rnd Type if Applic�b�/��.U ��;�`�-��1�K� L�/'��-��'' � Street Address �3 S3� City/�Cown ��5��A/�� GD� �� 3a � 7�-�-�_ ��' Tele hone fVo.(business) Tele hone IVo.(cell) � e-maii address SEC'TION 11:WORKERS'COtvII'ENSATION¢JSU2ANCE AFFIDAVIT(M.G.L.c.152. 25C(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 t _ building permit. Is a si ned Affidavit submitted with[his a lication? Yes O No SECCION 12:CONSTRUCTION COSTS AND PERMIT FEE Estimated Costs: (Labor Item �nd Materials) To[al Cons[ruction Cost(from Item 6) _$ t. Building $ � DO C� guilding Permit Fee=Total Construction Cost x_(Insert here 2. Electrical $ appropriate municipal factor)_$ . '. 3. Plumbing $ A. Mechanical (HVAC) $ Note: Minimum fee=$ (contact municipali[y) 5. Mechanical (Other) $ Enclo::e check payable to_ �� 6.Tutal Cust $ (contact municipality)and write check number here i SECTION 13:SIGIYATURE OF BUILDINC PERMIT APPLICANT Bv entrrin� my name beluw, I hereby attest under the pains and pmalties uf perjury that all uf the infurmatiun cunt�ained in this � applicaliun is true and accu�rate lu the best�it n wlei e.nd indere[andin}�. ��g�-� �'s- G�P ,u.�� °�.-iP�o� ��yG �� Piea.c print, nd .i �n ame � �/' v Title TrlrF�hunr V��. Uate // ��r��Y�.�° l'� G��a� �f ,� �/��n 7� �%d �3�8' I titrret :\ddre.s Citt�i �mn � State ZiFi , � �tunicipal Inspedor ro fill out this section upon application ap rov ' " "" "`� � �� \a me Ua te 7J� `�5 � � �� /`/b0 75 o ' n 7✓ / / Sh\ — — � . . r, _ • � ► - ,� C'r�s ----- g h�,��, caok ��, �'f000 BTi� _ , � ___.__�______.S'_..___-_----------_ .. . ._.__. ._---- __ � Doi�ht� S�qCbc Con�t��o•� Ov�e� I�0 �%u �- oktLe� � s 55Z ouo �hrlu � 'r'� � Womens � 3n„ _(',If__ Sx.� 1 (c-F __ IQ�fOW 6"fK____--__... ---- --__ i �,�, �� ,;i � _.�bo«�_aT�___ _._._ _ _ __ _ _ _ _ - - �F' D�u�l�6asw� F�yolkf.. ISUUUO aT'� � -- --- __--- ----- _ � i . �___�� ( '� '. -- le� , c - - -- - ---- .. _ . _ r �ob�+'f l`�t`FPi IUU. Cw� PdrG+k�AfUl� ? A � - ---- --- p __.. 1 _ __.. .. _ / �� S�WG)�..� ZOOrZ�O��U�� ITDV!1.___— "_'._._._ � / � " .. ._.._..._ _. --- � � R�b� C_��p` _ __. 12� v �; h��____ ----- __ ___ ____-- - - -� - , ; , � - (Leacl� 1'r s;h.sf� Doo.- I�OJ los-23v hv�.t � ,� . - - — _._.._ _ �/ � , , � 6o'r� f� �n�+n��. vuflc{s � �----.----- ---- - _... . , W S,�°I`a . �. z � W �o , � � �� ~ ��c�� --.._-�c�4� �y� - ! E 1 N � 4�� I � � 1 � _J F � \�f \ I � � � P�r E ��'�" �� . � �;� Kitchen Storage � W�� `� � Un�-sex � LLxl � .;��. St� � �� i � � „ N . .J2 �d�.... oY �' ' /� , �-- 4- N � z I �. �,,�tu{`'��''R 5°4�, , � . ° ,�. �� W —_—_ `" - . '�; k�[/� . . � ' � �� (JVcn , v�PAt� �. , � . -nw... ' . `1. 1 I „ �'ns't' � �� W 4/ r�✓� :: T ;�. 'i �I{� �P'' + I . � . . . .. . _. ... . . . . . .. ._ . .. . .__. ! � f , '�Q,�;� � �° � Z3 t� �•� - - _ � .. l,l � � , . ; _ . � - K tchen Prep r . _ .w�.� - . . _ .._._� ___ _..__, .t .— -..n ,��.til, • s :,: �-_- ° t ..� _ . �3�> G�> �u�.p�..��t 5 .4.� /` '�"`t.�'�, / , Unt�v Nua:� , } U�re° (�,rl o � � C��":. .C� `I�Y�,',.,. � � ..� . p �� 4 T�Y f't# � T �. �� r- b � R d y rtv °' , � � i " ,r � .. . . � ,'��7. ' �* � y9 .rt�A�� t_ . �`� i : _ . y ,,g�., � D , C ,� I ' �.....�,.._,. _ . . - i rH� �„ ��' _ , �.. . a� }�I r,� �. , o � o�, • �� .; � ; � `h� �� .. ,, � R�� '�` ;�;� � `�� ` �j n;C, � : u �1 �' " �.O�NOt � h 4'('q��5 �4\�C.�� itil�.t��:� �t� ( � �`J►\�..2�r..._,�.� . T> _ �-c .•��I �pL ' . ---1 �' laO�/ // � ' . a �� L°�J � I �*' Rc � yt �a�F — �-- � � � G7 hr � ' -'-� I • • �' r I � � I � .P ' � �4��11::., .ta` 'y'•. ' J� �1 � � S y �_ i �1, � ;��w �.�' R, ^S� �� ,z M�Y4� �d�;�,r �`� P- `� _ :. ::J -.., �` ,,-, �✓ %�i �G /ll' �f/�e°f., � Nr� � • Cr �. o2.c. cL / .Clio /l. T � °Z�� , �o��y� 44 N ��C� Z�% ' WASHINGTON STREET � �;f�,�, ,� ^ Syrv�ba►I Legend N ��i�+� � � �� 1 �oU-{" i � � N l f L L�`^� EXI5TIN6 SMOKE D�TEGTOR TO REMAIN �XISTIN(f� EXIT/LIGHT GOMBO �� (� EXI5TIN6 GOMBO SMOKE DETEGTOR / Go2 EXISTINC� EMER6ENGY LI6HT C� O C �� ( ``S n�-r��Tnp rn A�n•r A i�i __-- _ _ _ __�.—.T-n,..�-- _ _ _ ------ _ -- - _ __ _ ___-�� . . - _� ; , , ► � ',, TheCommonwealthofMassachusetts ///111j � �� +� Deputmmt o(Public Sa(ely � � �I� ' I � .�,..j \I.i...i�hu.eun ti6nr Ouil.lin�;l��dr 1,-HOC\Ilil V•��i•nlh EJitn�n i . Cify o(Salem ! Buildin Permil A lication for an Buildin uther Ihan a I•ur 2-F�mil Dwellin 1 fhi.�ra'liun Fur U(ha.il l,'.rUnlv) � UwI.ImF Prrmil Numlxc Da1r A�+F,hr.t: BuJdm� In.prc� r i � �ECTION I. LOCAiION IPleafe indic�te Black/ �nd Lot/ !or loc�none (or which a �tn�t addr�» is not av�il�blel � . �v r K��//�—� I � \��. .ind�Irrrl Cih� /i.nvn Li�,C�K1r Namru� BuJdm�;��t.�F�plia.iblrl SECTION 7:PROPOSED WORK . II Nrw Cun.tructwn:hrck hrrr O ur chrck.�ll�h,il.iVply m�hr two ruws brluw . . _ . . .E�i:ting-BmldmgO� -- -RrF.:�irO---Altrruliun-0--Addita�n-0 -Gkmuli/iaxi--E�--f�/-'lrasr-fillawl-.�nd-zubm+FA}+NroJ�a-y—..—____ Changr o!U�r ❑ Changr of Occup�incy ❑ V�hrr O Spra(y: .�... . Arr bwlding planv and/or curutructiun ducumrnts brin��upplied as pert o(ihis prrmit,ipplicanun? Yr. ❑ Nu ❑ � Ix.tn Indepnndrn�Struciutal Hnginrrring Prrr Rrvirw rrqwrrd? Yrs ❑ Nu O � Dn¢( Orscnpliun o(Prupuvd Wurk: _ _ _ . s / N 6 t . _ � , , -1�-, •2,,r�n !�/�r�2-�T-7�� ,. � . - , ,. � ., � , SEGTION 3:COMPLETE TH15 SECTION IF E%ISTINC BUILDING UNDERGOING RENOVATION,ADDIT70N,OR CHANGE IN USE ON OCCUPANCY Check here if an EaI�Nn6 Building Evaluatlon is rncloxd(Sre 7gp CMR 3402.0) � • Exisling UsrCroup(e): Pruposed UseCroup(y): r Exi�ting Haarti Indax 7tlOCMR J4: Proposed Hazird Index 780 CMR J4: SECTION C:BUILDINC HEICHTAND AREA � Existing Propoxd No.uf Fluun/Sturiev(includr baaemrnt Irvrls)&Area Per Floor(sq,ft.) Tutal Area(.yq. ft.)and TuWI Height(!tJ , SECf10N 3:USE GROUP(Check n a licable) ,:� A: A��embl A-1 O A•2r p A-2nc O A-3 ❑ A-0 O A3 O 8: 8udnes� O E: Edua�ional O ' F: Facto F-I � F2 O H: HI Hazard H-I O HQ O H-3 O Hq O H-5 O 2 1: InrtifuUonal 1-1 ❑ 1-2 O I-t❑ I-i O M: MertanNle❑ R: Reaidentlal R-1❑ R-Z O R-7❑ R-i O . � S: Ston e S 1 O }2 ❑ U: Utilitr❑ Special U�e O�ind Irax drxnbr brluw, �prcial L'.+r: - SECTION 6:CONSTRUCTION TYPE(Check as a Iloblel � IA O 180 IIA � IIBO IIIAO 11180 IV O VA O VBO � 5ECTION 7:SITE fNFORMATION I�eter�0 780 CMN �1 IA(ar det�ilf an uch iteml I IW��er 5upply: � Flood 2one Inlorm��ion: 5<waqe Di�po»I: f'rench Permil: ' Uebria Rnnuv�l: I PuhLi❑ l�h��i1�I�nil.�.lc Il�4�J Gmv O InJio.ilr mumci�•.J O '\ Irraah�nll nul hr Li:cmcd Unp.�..il�ilr❑ I Ih�i�,rta•❑ ��rmJrnlil� L�me: .�r��n.,lr.r.irm0 "••�1°r�� O�rrtrcnih ��r.�,i•cii�. � �•rrmtl n.•na L�.rJ ❑ i R�ilroad nght�u(�way: ll�i�rds ro Air V�vig��ion: �t� ii,.�...�. � ..,,,,,,,..�..,�r., , „ ,-- � �\vl \��d�..iblv❑ I.�Iru.lmv.�ilhm.nr��url.i�•�q��.id�.vr.i' I.lhcn �c�ic�. :,�n��,IcIcJ' ' . � l'��,�.vnit��lluJ.Irn�L�.c.1❑ � 1..� ��r.\u� � lr. ❑ \�� Q tilC�IQVN:CONiEV70FCF.RTIFIC.1fEUFUCCCP.INCY � ---� i .i��„�� ,.� t ,..a _l�. t.�„ _..I .—' �4•�•� -- f��•.�•�Il��uyru.Unil .__ l�ciU�,dnll�,.hl ��rrll��.�� . � I�..��. ihr 1•w1,6�� .,��nl.�in.�n � . � — . _ _ _. . . _ �. � rmAlci. �.icm' ��rri.il�ii��ul.ili„n. � . --__—. _..- '_'_'_'_ I �g�- � . pa3S — � SECTION 9: PROPERYY OWNER AUTHORIZA�fION V.im..uiJ .\dJrv..��l I'r.�perlv l)��'nrr O'CfY�D �.��,t��fv�.s�- u.� a3� �ss� s'a- �,1�. �.,�s�-- - --- � \.unrll'nnU V�i..�nd?trcal l�d�, Lnvn "�' � x rn�v.rtr l)��nrr l:.int.icl Inlurmauun: �j.�. ��5 S� �,ua.� Rc,c.k,�ellc«S OSrSGIew..G � �,� �„c��_ a��— � �nlr irlrphanr Vu. lbu.inrr.� (rlr��h��nr.V�i. lirll) r.m.ul .�.ldn�.. I(apF•hr.iFlr, �hr�•rnF.rtK��.nir hrrcbY.�uihantrx V.imr ?Ircrl AJdrra.. l�tri i.��vn ?I.ilr l��• p�ect�m �hr �n�•vrlr ��nrr�.brh,df, in.ill m.�itrr.rrl.m��r w�rurk .nnhnnec.l bv �hi.bud�Ln � �rrmrt.� , �Iir.iUun. SEC7'ION 10:CUNSTRUCTION CONTROL IPleasa(ill au1 ApPendi� 21 lll tnuldm•rry Ir+<Ilun 14.U1U au.1L.rt.•nduxJ,wce.�nJ/ar n.rl uud¢r Cnn.Iru.bun lunlnA Ihcn aAeak hMre 0.��.I .6�+�+I�on IU U 10.1 Re i�lered Pro(essional Rrs onaible (or Conatrvction Conlrol �� .— V-amP-tRrgi�trm r rp onr u. r-m.ui.i rrss egbtratiun Numbrr . ---- 51rrr1 �lddrr�a � Gly/Tnwn >tatr Lip Disdplinr EApir.mun Uatr IOZ Geneul Contnctor ..., . . `� _� � � t �'� #�i�� J YLS�7�� ,.✓ L ,-...��.��. _..�� ' � �y .:� 1��// � �. ��J /� � iv �, Namr o(Pervin I�ar maiblr 6�r CupylrucHun crnsr No. �ind Type i(Ap licable �n �ld r ST s�l /,(�_ �idJn„y � o�s-a / Su t rrss'- Cily/Town State Zi �-�-�°�Z -�-�- ei �T,✓��n�5 n� ca� , Trir hone fYo.(businrsa) Tele hone No. cell - e-mail addres� SECTPON 11:WORK ANCE AFFlDAVR(M.C.L.a 15t 25C(b)) A Workeri Cumprmation Innunnee Affidavit from the MA Department of Industrial Accidents must-br completed and .ubmiltnd wilh thiy application. Failure to provide thiu a(fidavit will result in the denial of the issuance of Ihe building permit. Is a ai ned A!(idavit submitted with this a licationt Ye�O Na O SECTION 12:CONSTRUC7TON COSTS AND PERMIT FEE � Itrm Es�imated Custs:(labor � . and Materials) Total CunsWction Cost(frum Item 6) =E I. BuildinK f Building Permit Fre=Tolal Cunstruc�ion Cos� x _(Insrrt herc 2. Elrctrical f appropriate municipal (acror)=5 x' e 3. Plumbing - f . 1. Mechanical (HVAC) f Note:Minimum fee�f (contact municipalily) ` S. Mech.inical (Uthrr) f 1 S• Encluvr chrtk payable to M1. 7utal G++t f (cxmWct munici alil )and writr check number hrrc SECTION I]:SICNATURE OF BUILDINC PEAMIT APPLICANT Hv rn�rrin�; my n•�mr brlu�v,1 hrrrbv.�Itrst tmdrr Ihr p.uns and F•rnallir.u!��rqury th.it nll uf�hr mfurm.itinn.��nt�unr.l in thi> .��,plic.num is Irur,rnd Jrcuretr tu b r.l�d mr knnwled�;r.�nd undrr.lanJm . � � ; - �Glr u14'�� Q� �� _a4� � d.�� a � �t 2 -�- i I'I .. �• �nnl ind .� 'n � a f�lir Y (rlc��h�m¢ \n I/dlc � _..3�3 ��se� S�� t^� — ��-- �I�rrl \�l.lrc.. t��f\: (��n `fdta L�� i �luni.lp�l �nape.tnr ta eill aut�his src�ion upon applio�ion�pprov�l: ---' �� __ �//�11� / � �.III1C � '��:t' J 3� 'i � ��. 3� 3s � a- 1 �� ' Additi�ns to the Esi�iing.<lutirinatic Sprink(cr S}stern Desi��ii Nrirracive RocL�fclla's--333 ��ilern,N1A-...2„`�t7�orAndAttic 2I65/2011 APPENDIX A - HYDRAULIC CALCULATIONS 4 ROCRnFELLAS Grawing Date:2/7/2011 2/ �/11 1]:45 ROCRAFELLAS Orawing Gate:2/]/2011 2/ ]/11 1]:95 HYD[iAULIC DESIGN INFORMATION SHEET HYDRAOLIC CALCQLATION OETAILS Job Name: ROCI(AFELLAS ITYDAAULIC FLOW LO55 Location: 231 ESSEX STREET QTY DESCAIPTSON LENGTH C ID gpm p9i T02ALS SALEM, MA ' . Drawing Date: 2/7/2011 Remote Area Number: 1 Hydr Ref W Required at Hyd Area 1 420 58.5 pai Contractor: TBD Telephone: Total Loss fos aiser 0.0 psi 1 9" Grvd Alacm Va1ve "G" CHART LO55 920 1.6 1 9" Grvd Back Flow Va1ve Ames "COL CHART LO55 420 fi.2 Desiqner: SFP SOLUTIONS, INC. 1 6" x 4" Grvtl Reducez 0' 12� 6.065 420 0.0 Calwlated By:SprinkCAD 1 6" F1ngd 90 E11 14' 120 6.065 420 0.1 www.sprinkcad.com 1 Pipe 6" DIx18 C1 350 150' 140 6.338 42a 0.6 451 N. Cannon Ave. Fixed Flow Outside Hose Allow. 100 qpm Lanstlal.e, PA 19496 Co�struction: COMB Occupancy:ATTIC SPACE Total Loss for Ontlergsound 8.5 psi Reviewinq Authozities:SALEM FD Hydr Ref Rl Reqvired 'at CiTy Supply 520 6].0 psi SrSzem �eSIGN watec Source 98.0 psi scatic, 96.5 psi resitlual @ 1350 qpm 52� gpm Tl."I psi Code:NFPA 13 Hazard:LIGHT HA2AD System Type:WET SAFETY PRGSSORG 10.7 psi Area of Sprinkler Opec. 1950 sq ftl Sprinkle[ oc Nozzle Density (gpm/sq fU 0.100 I Make: TYCO Available Pcassure of 77.'! pai Exceeda Aequiied Presauae of 67.0 psi Area pec Sprinkler 120.0 sq ftl Model: TY-FRB Hose Allowance Inside 0 gpm I K-Factor: 5.60 This is a safety margin o£ 30.'! pai ox 14 B of Supply . Hose Allowance Outside 100 gpm I Tempecatuce Rating: 195 , Maximum Water Velocity is 13.8 fps CALCULATION SOMNARY 22 FloNinq Outlets • qpm Required: 520.i psi Required: 67.0 @ City Svpply . WATER SOPPLY Watec FlOw T¢St I Pump Data I � �ate of Test 5/11/2006 I Rated Capacity 0 gpm I , Static Pxessure 'I8.0 psi I Rated Pressure 0.0 psi I .. Residual Pres 76.5 psi I Elevation 0 I . � At a Flow of 1350 gpm I Make: I � Elevation 0" I Model: I . � Location: ESSE% STREET Souice of Infoimation: JFP SOLUTIONS� INC. � SYSTEM VOLOME 969 Gallons , Notes: THIS DESIGN IS FOR TNE 2ND FLOOR AND ATTIC �, SPRINKLER SYSTEMS. BASEMENT AND 1ST FLOOR , ALREADY PROTECTED �, �' � __ � r l ROCKAFELLAS Orawing Gate:2/]/2011 2/ 7/11 1]:95 ROCXAFELLAS Drawing Gate:2/�/2011 2/ ]/11 ll:95 Paqe 3 Page 9 FITTING NAME TABLE NODE ELEVATION SPNINKLEA PRESSORE ACTUAL MINIMVM ACTUAL NOMBER K-FACTOR FLOW FLOW DENSITY AeHREV. NAME (FT) �GPM/(PSI^;t)) (PSI) (GPM) (GPM) (GPM/SQ.FT) C Coupling 1 5'/.25 5.6� "/.0 14.8 19.8 0.12 E 90' Standactl Elbow 2 57.25 5.60 7.1 15.0 14.8 0.12 F 95' E16ow 3 5"/.25 5.60 9.3 15.1 19.6 0.13 5 Stxaiqht Fiow Thru Tee 9 5].25 5.60 "!.1 15.0 19.8 0.12 T 90' F1ow Thcu Tee 5 5"/.25 5.60 9.1 16.9 19.8 0.19 ' V Vaive � 6 5"/.25 5.60 9.2 1].0 19.8 0.19 "/ 5"/.25 5.60 9."/ 17.5 19.8 0.15 8 50.92 5.60 13.8 20.8 14.0 �.17 9 50.92 5.6a 13.0 20.2 14.8 0.1� LEGEND 10 50.92 S.fiO 12.8 20.0 14.8 0.17 11 50.92 5.60 13.1 20.3 14.8 0.1"1 HYD REF Hydcaulic ceference. Refec to accompanying flow tliagram. 12 50.92 5.60 13.3 20.5 19.8 0.1� R FACTOR � Flow factoi for open heatl oc path whese Flow (gpm) = K x -\/P 13 50.92 5.60 19.1 21.1 19.8 0.18 Qa Flow added oc subtracted 19 53.17 5.60 "1.9 15.2 19.8 0.13 Qt Total Elow 15 53.17 5.60 8.2 16.0 19.8 0.13 DIA Actual intexnal diametes of pipe 16 94.42 5.60 1"/.9 23.9 19.8 0.19 C Hazen Williams pipe coughness factor 1"/ 4A.42 5.60 16.5 22.] 19.8 0.19 ef/ft Friction loss pex foot of pipe 18 ' 49.92 5.60 16.2 22.5 19.8 0.19 PIPE Length of pipe 19 99.92 5.60 16.5 22J 19.8 0.19 FTNG'S Number of fittings. See table above. 20 49.92 5.60 1fi.8 23.0 14.8 0.19 TOTAL Total length �PIPE + FTNG'S) 21 49.92 5.60 1"/.8 23.6 14.8 0.20 Pt Total pressuce (psi) at fittinq 22 53.17 5.60 9.4 17.1 14.8 0.19 Pe Pcessuxe due [o change in elevation 66 49.92 18.3 whese Pe = 0.933 x change in elevation 67 50.92 19.5 Pf Fviction loss (psi� to fittinq 68 SZ 25 10.0 w�ere Pf = 1 x 9.52 x (Q/C�^1.85 / ID^9.87 69 90.00 20.5 Pv Veloci[y pcessure (psi) "/0 53.1"] 10.5 where Pv = 0.001123 z Q^2/ID^4 "/1 99.92 17.9 Pn Noimal pressuee (psi.), where Pn = Pt - Pv �2 50.92 19.2 73 5"1.25 7.9 A� 41.6"! 29.3 NOTES: AB 12.00 49.0 - Pressures are balanced to 0.01 psi. Pressures are listed to el 42.33 21.8 0.1 psi. Addition may vary by 0.1 psi due to accumulation of B2 92.33 21.8 round off. B3 92.33 21.8 - Calculations conform to NFPA 13. B4 91.fi"] 23.1 - Velocity Pressures ase not considexed in these Calwlations C1 42.33 . 21.9 C2 92.33 21.9 C3 92.33 21.9 C4 92.33 21.9 W -2.00 58.5 Max velocity of 13.�5 occucs in the pipe £iom H1 TO G6 L ROCXAFELLAS Crawinq Date:2/%/2011 2/ ]/I1 1]:95 ROCKAFELLAS Grawing Gate:2/7/20ll 2/ 7/11 1]:95 Tyw Fire Pcotlucts Page 5 . Tyco Fire Protluc[s Page 6 HY�. Qa DIA. FSTTING �PIPE Pt Pt � HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv *****'* NOTES *****" REF "C" TYPES FTNG'S Pe Pv "****'* NOTES '**"*" POINT Qt Pf/ft TOTAL Pf Pn POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDAAULIC AEFERENCE 14 TO W (PRIMARY PATH) W 920.35 58.5 K = 59.95 15.23 1.099 10.00 7.9 "/.9 K = 5.60 19 'C=120 0.00 0.0 0.0 15.23 0.079 10.00 0.8 ].9 Vel = 5.']1 eAT9 2 FAOM HYDRAULIC REFERENCE 1 TO C4 16.02 1.099 1T 2.93 8.2 8.2 K = 5.60 19.82 1.492 9.00 "!.0 "/.0 K = 5.60 is c=izo s.00 o.o a.o i r-izo a.ao o.o o.o 31.25 0.297 7.93 2.9 8.2 Vel = 11.71 19.82 �.016 9.00 0.1 "/.0 Vel = 2.94 1"l.13 1.390 2E 18.06 10.5 10.5 19.9] 1.942 1T 5.6] "i.l ].1 K = 5.60 "!0 C=120 6.00 5.9 0.0 See PATH 4 2 C=120 7.93 0.0 0.0 48.38 O.11S 29.06 9.2 10.5 Ve1 = 10.48 29J8 OA58 13.10 0.8 "/.l Ve1 = 5.91 1.610 2E 6.91 20.5 20.5 30.05 1.942 2E 18.]8 '1.9 ].9 � fi9 C=120 1T 16.00 -1.0 0.0 "!3 C=120 .1T 19.86 6.5 0.a See PATH 3 � 98.38 0.083 2Z 91 1.9 20.5 Ve1 = �.]0 59.83 0.210 33.64 "1.1 ].9 Vel = 11.Bv � 4.260 6.14 21.9 21.9 � � C1 C=120 0.00 0.0 0.0 C9 59.83 21.9 K = 12.92 � 48.38 0.001 6.14 0.0 21.4 Ve1 = 1.10 I 68.61 9.260 8.96 21.9 21.9 I C2 C=120 0.00 0.0 4.0 See PATH 9 pAT9 3 FROM HYIIRAULIC REFERENCE 4 TO �3 � 116.99 0.004 8.96 0.0 21.9 Vel = 2.66 . 19.95 1.942 0.9fi 7.1 7.1 A = 5.60 � 61.06 9.260 4.23 21.9 21.9 - 4 C=120 0.00 0.0 0.0 C3 C=120 0.00 0.0 0.0 See PATH 7 19.95 0.016 0.96 0.1 7.1 Vel = 2.97 1"I8.05 0.008 4.23 0.0 21.9 Vel = 4.05 15.10 1.992 1T 3.33 7.3 "1.3 K = 5.60 59.83 9.260 2E 96.02 21_9 21.9 3 C=120 "].93 0.0 0.0 C9 C=120 1T 52.67 0.3 0.0 See PATH 2 30.05 0.059 10.77 0.6 7.3 Ve1 = 5.96 23"].89 0.019 98.68 1.9 21.9 Vel = 5.91 182.9"1 9.260 1T 3.8"! 23.1 23.1 "13 30.05 7.9 K = 10.69 � B9 C=120 26.33 0.0 0.0 See PATH 5 920.35 0.090 30.21 1.2 23.1 Vel = 9.55 4.260 '1¢ 80.69 29.3 24.3 PATH i FRODf HYDAAULIC REFERENCE 22 TO 70 A7 C=120 92.17 12.8 0.0 � 420.35 0.040 1"/291 6.8 24.3 Vel = 9.55 17.13 1.099 1T 7.07 9.4 9.9 K = S.fiO 22 C=120 5.00 0.0 0.0 4.260 6E 139.]9 49.� 94.0 17.13 0.098 12.07 1.2 9.4 Vel = 6.92 A8 C=120 "/9.0� 6.1 0.0 920.35 0.090 213.79 8.5 94.0 Ve1 = 9.55 UNITS - DIAMETER �1NCkq LENGTII (FOOT) FLOW (GPM) PRESSORE (PSI) ONITS - DIAMETER (INCN) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ROCXAFELLAS Orawing Da[e:2/]/2011 2/ J/ll 17:95 AOCRAFELLAS Grawing Date:2/7/2011 2/ �/11 1]:45 I Tyco Fice Pcoducts Paqe ] Tyco Fiee Pioducts Page 8 HYp. Qa DIA. FITTING PIPE Pt Pt IIYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv '*'*'*' NOTES **'*'** REF "C" TYPES FTNG'S Pe Pv '*"*'* NOTES `*"**' POINT Qt Pf/ft TOTAL Pf Pn POINT Qt Pf/ft TOTAL Pf Pn �0 19.13 10.5 K = 5.28 PATH 7 FROM HYDAAOLIC REFERENCE 10 TO C3 CONTINUED I 20.22 1.992 1T 9.00 13.0 13.0 K = 5.60 9 C=120 "l.93 0.0 0.0 PATH 5 FAOM HYDRAULIC AEFERENCE 5 TO B4 40.25 0.101 11.93 1.2 13.0 Ve1 = "/.98 16.86 1.942 8.92 9.1 9.1 K = S.fiO 20.81 1.992 1T 8.58 14.2 19.2 5 C=120 0.00 0.0 0.0 72 C=120 7.93 3J 0.0 See PATH 11 16.86 0.020 8.92 0.2 9.1 Ve1 = 3.39 61.06 0.218 16.02 3.5 14.2 Vel = 12.11 � 1"I.02 1.992 1T 3.33 9.2 9.2 K = 5.60 6 C=120 "l.93 �.4 0.0 C3 61.06 21.4 K = 13.20 33.88 0.073 10.77 0.8 9.2 Vel = 6.72 1"].98 1.492 2E 18."!9 10.0 10.0 68 C=120 1T 1A.86 6.5 0'.0 See PATH 6 PATX 8 FROM HYDAAVLIC AE£F.AENCE 11 TO H3 51.36 0.158 33.69 5.3 10.0 Vel = 10.19 20.26 1.992 8.92 13.1 13.1 K = 5.60 131.10 9.260 2E 61.80 21.8 21.8 11 C=120 0.04 0.0 �.0 B3 C=120 1T 52.6"! 0.3 0.0 See PATH 8 20.26 0.028 8.92 0.3 13.1 Ve1 = 9.02 182.97 0.008 119.97 1.0 21.8 Vel = 4.15 20.95 1.442 1T 9.00 13.3 13.3 K = S.fi� 12 C=120 "].93 0.0 0.0 69 182.4"! 23.1 K = 37.98 90.�1 0.103 11.43 1.2 13.3 Ve1 = 8.09 21.06 1.992 1T 8.58 14.5 14.5 67 C=120 7.43 3.'1 0.0 See PATH 12 PA1F 6 e[tOnl emiuOaIC ttEE'ERENCE '/ TO 68 61.77 0.223 16.02 3.6 19.5 vel = 12.25 1"/.98 1.492 1T 5.67 9.7 9.7 K = 5.60 69.33 9.260 9.23 21.8 21.8 "i C=12a "i.93 0.0 0.0 B2 C=120 0.00 0.0 0.0 See PAix 10 � 1"].98 0.022 13.10 0.3 9.7 Vel = 3.4"! 131.10 0.005 9.23 0.0 21.8 Ve1 = 2.98 68 17.98 10.0 K = 5.52 B3 131.10 21.8 K = 28.06 PATH 7 FROM HYDRAULIC REFEAENCE 10 TO C3 PATH 9 FAOM HYDRAQLIC AEFEAENCE 18 TO C2 20.03 1.992 8.96 12.8 12.8 K = 5.60 22.52 1.492 8.96 16.2 16.2 K = 5.60 io c=iza o.00 o.o a.o ie' r-izo o.ao a.o a.o 20.03 0.028 8.96 0.2 12.8 Vel = 3.99 22.52 0.034 8.46 0.3 16.2 Vel = 9.4"1 ONITS - OIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) VNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) , . ROCRAFELLAS Grawinq Gate:2/]/20ll 2/ 7/I1 1]:95 ROCHAFELLAS Orawin9 Gate:2/7/2011 2/ 7/11 1]:95 Tyco Fite Protlucts Page 9 Tyco Fice Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt HYD. Qa �IA. FITTING PIPE P[ PC AEF "C" TYPES FTNG'S Pe Pv """' NOTES *"^""*• REF "C" TYPES FTNG'S Pe Pv '**'**` NOTES "*`"*` POINT Qt Pf/ft TOTAL Pf Pn � POINT Qt Pf/ft TOTAL Pf Pn PATH 9 FROM HYbRAULIC AEFERENCE 18 TO C2 CONTINUED 72 20.81 14.2 K = 5.53 22."]2 1.942 1T 9.00 16.5 16.5 R = 5.60 1"/ C=120 "l.43 0.0 0.0 95.23 0.125 11.43 1.9 16.5 Ve1 = 8.9"] PATH 12 FROM HYURAULIC REFERENCE 13 TO 67 23.38 1.992 1T 2.08 1"1.9 19.9 21.06 1.4�2 1T 5.00 19.1 19.1 K = 5.60 "I1 C=120 7.93 0.9 0.0 See PATH 13 13 C=120 "/.93 0.0 0.0 68.61 0.2"10 9.52 2.6 1"/.9 Vel = 13.61 21.Ofi 0.030 12.93 0.9 14.1 Vel = 9.18 C2 68.61 21.4 K = 19.89 67 21.06 14.5 R = 5.53 PATH 10 FROM HYDRAULIC REFEAENCE 19 TO H2 PATH 13 SAOM HYDRAULIC REFEAENCE 16 TO ]1 22J5 1.942 0.92 16.5 16.5 R = 5.60 23.38 1.992 1T 5.00 1"/.4 17.9 K = 5.60 19 C=120 0.00 0.0 0.0 16 C=120 "1.93 0.0 0.0 22."]5 0.035 8.92 0.3 16.5 Vel = 4.51 23.36 0.037 1Z 43 OS ll.9 Vel = 9.69 22.96 1.992 1T 9.00 16.8 16.8 K = 5.60 20 C=120 ].43 0.0 0.0 "/1 23.38 1"!.9 K = 5.53 45.71 a.127 11.93 1.5 16.8 Ve1 = 9.07 23.63 1.992 1T 2.08 18.3 18.3 � 66 C=120 "l.93 0.9 0.0 See PATH 14 � PATH 19 FAOM HYD[iAULIC REFEAENCE 21 TO 66 69.33 0.276 9.52 2.fi 16.3 Vel = 13.75 23.63 1.942 1T 5.00 1"].8 1"1.0 K = 5.60 4.260 8.96 21.8 21.8 21 C=120 "/.43 0.0 0.0 ffi � C=120 �.00 0.0 0.0 23.63 0.038 12.43 0.5 1"!.8 Vel = 9.69 69.33 0.001 8.96 0.0 21.8 ve1 = 1.58� 66 23.63 18.3 K = 5.53 B2 69.33 21.H x = 19.85 PATH 11 FROM 9YDAAULIC REFERENCE 8 TO 72 20.81 1.942 1T 5.00 13.8 13.8 K = 5.60 - 8 C=120 "/.93 0.0 0.0 2�.81 0.030 12.93 0.4 13.8 Vel = 9.13 - ❑NITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSORE (PST) UNITS - �INfETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSORE (PSI) � � I ROCRAFELLAS Drawing Date:2/7/2011 2/ 7/11 17:46 ' HYDRAULIC DESSGN INFONMATION SHEET Sob Name: AOCRA£ELLAS � Location: 231 ESSEX STREET SALEM, MA Oxawing Date: 2/9/20ll aemote Area Nombec: 2 Contractot: THD Telephone: N r � Designe[: SFP SOLUTIONS, INC. Calculated By:SprinkCAD - www.spcinkcad.com 951 N. Cannon Ave. Lansdale, PA 19946 � Constructim: COMB . Occupancy:FONCTION ROOM Reviewing Authocities:SALEM FD . � SYSTEM DESIGN Code:NFPA 13 Hazatd:LIGH HA2 System Type:WET v Area of Sprinklec Opec. 1950 sq ftl Sprinkler or Nozzle � Density (gpm/s ft) 0.100 I Make: TYCO 9 A n n Area per Spzinkler 196.0 sq ftl Motle1: TY-FRB 0 0 o E Hose A1lowance Inside 0 gpm I K-Factoc: 5.60 _ � w Hose A1lowance Outside 100 gpm I Tempexature Ratinq: 155 y �n �. o �� p CALCULATION SUMMARY ll Flowing Outlets [_O m Re uiretl: 409.5 si Re uicetl: 61.5 @ Cit Su 1 v'i t� 9P 9 P 9 Y PP Y - nn"m'- � WATER SOPPLY ¢OIQ�¢d t 000rr �p N o N E Water F1ow Test I Pump Data � m Date oE Test 5/11/2006 I Rated Capacity 0 qpm I �� " ,� Static Pressuce 78.0 psi I Rated Pressure 0.0 psi I v y 3 yaa a Residual Pzes 7fi.5 psi I Elevation 0 I �i° At a F1ow of 1350 gpm I Make: I j�LLFmW �dTT�� Elevation 0" I Motlel: I eawu�v�x Location: ESSEX STREET _ E Souxce of Informdtian: JFP SOLOTIONS� INC. n o�n o o W SYSTEM VOLUME 469 Gallons ��m�� n�� Notes: THIS DESIGN IS FOR THE 2N� FLOOR AN� ATTIC " �� w SPRINKLER SYSTEMS. BASEMENT AND 15T FLOOR a p y ALREADY PROTECTEO `v?a3 w 0 m iNfLLLOJ r W N W �� Q y Xad LL W�a N C W W 0� 1� Y U � E � °¢rvvai� o ry o w m v ry � � � a y _ �� ROCRAFELLAS Orawinq Gate:2/7/20ll 2/ ]/ll 1]:96 ROCHAFELLAS Lrawing Date:2/]/2011 2/ �/11 1]:96 Paqe 3 HYD[iAQLIC CALCULATION DETAILS HYDBAULIC FLOW LOSS FITTING NAME TABLE QTY DESCRIPTION LENGTH C IU gpm psi TOTALS ABBREV. NAME Hydc Ref W Requisetl at Hyd Area 2 3"IB 54.3 psi C Covpling To[al Loss foi Risec 0.0 psi E 90' Stantlard Elbow 1 9" Grvtl Alarm Valve "G" CHART LOSS 3]8 1.2 F 95' Elbow 1 4" Grvd Back Flow Va1ve Ames "COL CHART LO55 3"]8 5.3 5 Stcaiqht Flow Thru Tee 1 6" x 9" Grvtl Reducec 0' 120 fi.065 3"/B 0.0 T 90' Plow Thcu Tee 1 6" Flnqtl 90 Ell 14' 120 6.065 398 0.1 V Valve 1 Pipe 6" DIx10 C1 350 150' 19a 6.338 378 0.5 Fixetl F1ow Outsitle Hose A11ow. 100 qpm Tota1 Loss for Undergrountl 7.2 psi LEGEND Hydr Ref R1 Required at City Supply 978 fi1.5 pai HYD REP Hytlraulic zefecence. Refer to accompanying flow tliagram. water Swrce ]8.0 psi static, 76.5 psi iesidual @ 1350 9pm 478 gpm 97.8 psi K FACTOR Flow factor fox open head oc path where Flow (gpm) = R x -\/P _ _____ Qa Flow added or subtracted SAFETY PRESSORE 16.3 psi Qt Total £low . �IA Actual intesnal diametec o£ pipe � C Hazen Williams pipe roughness factor Available Presaure of ]9.8 psi Exceeds Requimed Presaure o£ 61.5 pai ef/ft Friction loss pec fwt of pipe This is a safety marqin o£ 16.3 psi or 21 9 oE Su 1 pIPE Lenqth of pipe PP y FTNG'S Number of £ittinqs. See [able above. Maximum Water Veloci[ is 16.9 f s . TOTAL Total lenqth (PIPE + FTNG'SI 1' P Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.933 x change in elevation Pf Friction loss (psi) to fitting where P£ = 1 z 4.52 z (Q/C)"1.85 / IO"4.8"! Pv Velocity pressuce �psi) whece Pv = 0.041123 z q^2/TD^9 Pn Normal pressuce �psi�, whece Pn = Pt - Pv NOTES: - Pxessures are balanced to 0.01 psi. Pxessures are ].isted to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of rountl off. - Calcula[ions confocm to NFPA 13. - Velocity Pcessures are not consider.ed in Chese Calwlations : ROCKAFELLAS Gtawinq Da[e:2/J/2011 2/ 7/11 1]:96 ROCXAFELLAS Ozawinq Oate:2/�/20ll 2/ ]/11 1]:96 , Page 9 Page 5 NOOE ELEVATION SPRINKLER PRESSORE ACTUAL MINIMUM ACTUAL NODE ELEVATION SPRINRLER PRESSORE ACTUAL MIMMOM ACTOAL N[IM9ER H-FACTOR FLOW FLOW DENSITY NUMBER R-FACTOR FLOW FLOW DENSITY (FT) �GPM/�PSI��iI) (PSD '� (GPM) (GPM) (GPM/SQ.FT� (FT� (GPM/(PSI"h�) (PSI) (GPM) (GPM) (GPM/SQ.FT) 25 91.00 1"].8 D2 42.33 20.9 25S 90.00 5.60 1'1.v 23.6 19.6 0.12 D3 42.33 20.9 �� 26 91.00 12.4 D9 42.33 20.9 - � 265 9�.00 5.60 12.5 19.8 19.6 0.10 D5 . 92.33 21.0 � 2"/ 41.00 12.9 D6 92.33 21.0 2"]S 40.00 5.60 12.9 19.8 19.6 0.10 w -2.00 59.3 28 92.83 19.0 285 40.00 5.60 19.3 24.6 19.6 0.13 Maz velocity of 16.86 occurs in [he pipe fcom 60 To A2 29 41.00 14.5 295 40.00 5.64 19.5 21.3 19.6 0.11 Nodes with "5" indicate a node at the top of a spriq or bottom 30 42.83 19.7 0£ tlzop pentlent. The node without an "5" is on the bcanch. 305 40.00 ' S.60 15.2 21.8 19.6 0.11 31 42.83 19.6 315 90.00 5.60 15.1 21.8 19.6 0.11 32 92.83 19.2 . 32S 90.00 5.60 19 J 21.5 19.6 0.11 33 42.6"/ 1"!.7 33S 40.00 5.60 18.1 23.8 19.6 0.12 39 42.83 19.0 39S 90.00 5.60 19.3 29.6 19.6 0.13 35 41.00 12.6 355 40.00 5.60 12.7 19.9 19.6 0.10 36 91.00 12.2 36S 40.00 5.60 12.3 19.6 19.6 0.10 3] 42.83 1"/."! 375 90.00 5.60 18.1 23.8 19.6 0.12 38 91.00 1"/.1 38S 90.00 5.60 1"!.0 23.1 19.6 0.12 . 39 91.00 15.3 395 90.00 5.60 15.3 21.9 19.6 �.11 90 42.83 P.7 90S 90.00 5.60 18.1 23.8 19.fi 0.12 55 42.83 16.2 555 90.0� 5.60 �16.7 22.9 19.6 0.12 60 91.00 18.1 61 41.00 14.2 "14 41.00 15.5 75 42.83 1"/.2 76 91.00 14.9 7'1 92.83 15.8 78 92.83 20.3 80 92.83 16.0 A1 42.33 21.2 A2 92.33 21.2 A3 92.33 21.2 Aq 42.33 21.2 AS 42.33 21.2 � A6 92.00 22.1 A] 91.6"/ 22.8 t+0 12A0 41.3 D1 92.33 20.9 `t ROCKAFELLAS Daawing Date:2/]/2011 2/ �/11 17:96 ROCHAFELLAS Drawi�q Oate:2/]/2011 2/ 7/11 1]:96 ` Tyco Fice Pcoducts Page 6 Tym Fiie Pioducts Page � HYO. Qa DIA. FITTING PIPE Pt Pt HYD. Qa DIA. FITTING PIPE Pt Pt , REF "C" TYPES FTNG'S Pe Pv *****"' NOTES *'*'*" REF "C" TYPES FTNG'S Pe Pv '**`"*' NOTES *"*"* POINT Qt Pf/ft TOTAL Pf Pn POINT Qt Pf/ft TOTAI, Pf Pn PATH 1 FROM HYDRAULIC AEFERENCE 36 TO W (PRIMARY PATH) PATH 2 FAOM HYDRAULIC REFERENCE 2'! TO A6 CONTINUED 19.60 1.099 lE 1.�0 12.3 12.3 H = 5.60� 1.099 lE B.BB 12.9 12.9 EqK = 5.61 365 C=120 2.00 -0.9 0.0 � Z� C=120 1T "1.00 0.0 �.0 19.60 0.125 3.00 0.9 12.3 Vel = "].35 19J6 0.12"! 15.88 2.0 12.9 Ve1 = 7.91 1.099 lE 8.83 12.2 122 EqK = 5.61 19."/6 1.099 lE 5.83 14.9 14.4 . 36 C=120 1T "].o0 0.0 0.0 "/6 C=120 2.00 -0.8 0.0 See PATH 3 ' 19.60 0.125 15.83 2.0 12.2 Ve1 = 7.35 � 39.52 0.959 '1.83 3.6 19.9 Vel- = 19.81 I, 19.99 1.049 2E "/.5"1 14.2 19.2 22.86 1.380 lE 3.26 1"].2 17.2 61 C=120 1T 9.00 -0.6 0.0 See PATH 9 �5 C=120 1T 9.00 0.2 0.0 See PATH 10 39.59 0.959 16.5"/ 9.6 19.2 Vel = 19.82 62.3"/ 0.281 12.26 3.4 17.2 Ve1 = 13.51 92.59 4.260 6.83 21.2 21.2 66.99 9.260 12.83 20.9 20.9 A9 C=12� 0.00 0.0 0.0 See PATH "] D3 C=120 0.00 � 0.0 0.0 See PATH 5 132.13 0.005 6.83 0.0 21.2 Ve1 = 3.00 129.36 0.009 12.83 0.1 20.9 Vel = �2.99 ''� 29.61 9.260 2E 55.79 21.2 21.2 ' 43.25 9.2fi0 6.00 20.9 20.9 AS C=120 1T SZ 67 0.1 0.0 See PATH 16 �9 C=120 0.00 0.0 0.0 See PATH 6 156.79 0.006 108.41 0.9 21.2 Vel = 3.56 ll2.61 0.008 6.00 a.0 20.9 Vel = 3.92 220."19 4.260 lE 4.21 22.1 22.1 24.62 9.260 6J1 21.0 21.0 A6 C=120 13.17 0.1 0.0 See PATH 2 DS C=120 0.00 0.0 0.0 See PATH 1"I 3"]7.53 0.032 1"1.3� 0.6 22.1 Ve1 = 8.58 190.24 0.010 6J1 0.1 21.0 Vel = 9.98 9.260 9E 80.69 22.8 22.8 23.55 9.260 2E 21."l9 21.0 21.0 A7 C=120 92.1� 12.8 0.0 �6 C=12� 1T 52.6"/ 0.1 0.0 See PATH 12 3"!"].53 0.032 P2.81 i fi 22.8 Vel = 8.58 220J9 0.012 79.91 0.9 2L� Ve1 = 5.02 9.260 6E 139."!9 91.3 41.3 AB C=120 �9.00 6.1 0.0 A6 220."/9 22.1 K = 96.99 3"!Z 53 0.032 213.79 6.9 91.3 Ve1 = 8.58 W 377.53 54.3 K = 51.25 .PATH 3 FAOM HYDBAULIC AEFEAENCE 26 TO 76 19."16 1.099 lE 1.00 12.5 12.5 K = 5.60 265 C=120 2.00 -0.4 0.0 PATH 2 F[tOM HYDPAULIC REFERENCE 27 TO A6 19."!6 0.12"! 3.00 0.9 12.5 Vel = 7.91 19J6 1.049 lE 1.00 12.9 12.9 K = S.fiO 1.049 1E 8.83 12.9 12.9 EqK = 5.61 zis c=izo z.ao -o.a a.a ze c=izo iT v.00 o.o a.o 19.76 �.129 3.00 0.4 12.9 Vel = �.91 19.�6 0.12"/ 15.83 2.0 12.9 Vel = 9.91 ONITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PAESSURE (PSI) � UNITS - DiAMETER QNCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ROCXAFELLAS Grawing Date:2/7/2011 2/ ]/11 1]:96 ROCXAFELLAS Grawing Date:2/]/2011 2/ ]/11 1I:96 �f Tyco Fiie Pcoducts Page 8 Tyco Fize Pxoducts Page 9 HYD. Qa DIA. FITTING PIPE Pt P[ HY�. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv *****"" NOTES ***t"' REF "C" TYPES FTNG'S Pe Pv `*****` NOTES **`**'* POINT Qt Pf/Et TOTAL Pf Pn POINT Qt Pf/ft TOTAL Pf Pn �6 19.�6 ' 14.9 K = i20 D3 66.99 20.9 K = 14.66 PATH 9 FAOM HYDRAVLIC AEFERENCE 35 TO 61 PATH 6 FROM HYDRAULIC REFERENCE 32 TO D4 19.94 1.099 lE 1.00 12J 12.7 K = 5.60 21.9� 1.099 lE 2.83 19.� 19.9 K = 5.60 355 C=12o 2.00 -0.9 0.0 - 325 C=120 2.00 -1.2 0.0 19.99 0.129 3.00 0.4 12.� Vel = �.98 21.9� 0.198 9.83 0.� 1�J Ve1 = 8.05 1.099 lE 9.88 12.6 12.6 EqK = 5.61 1.099 1T 6.00 14.2 14.2 EqK = SJO 35 C=120 1T �.00 0.0 0.0 32 C=120 5.00 0.0 0.0 19.99 0.129 11.08 1.5 12.fi Vel = 7.48 21.4� 0.198 11.00 1.6 19.2 Ve1 = 8.05 21.]9 1.099 lE 2.03 15.8 15.8 61 19.99 19.2 K = 5.30 77 C=120 1T 7.00 0.2 0.0 See PATH 0 93.25 0.592 9.03 9.9 15.8 Ve1 = 16.21 .PATH 5 FROM HYDRAULIC REFERENCE 29 TO 03 D9 93.25 20.9 K = 9.45 21.33 1.099 lE 1.00 19.5 14.5 K = 5.60 295 C=120 200 -0.9 0.0 21.33 0.197 3.00 0.9 14.5 Vel = 8.0� PATH 7 FROM HYDRAULIC PEFERENCE 39 TO A4 1.049 lE 9.53 19.5 14.5 EqK = 5.60 21.87 1..049 1E 1.00 15.3 15.3 R = 5.60 29 C=120 2.00 0.0 0.0 39S C=120 2.00 -0.4 0.0 . 21.33 0.14"/ 6.53 1.0 14.5 Vel = 8.00 21.87 0.154 3.00 0.5 15.3 Vel = 8.20 1.049 lE 1.83 15.5 15.5 1.099 1T 13.29 15.3 15.3 EqK = 5.60 "/9 C=120 1T ].00 -0.8 0.0 39 C=120 �5.00 0.0 0.0 21.33 0.197 8.83 1.3 15.5 Vel = 8.00 21.87 0.154 18.24 2.8 15.3 Vel = 8.20 � 21.85 1.099 lE 1.64 16.0 16.0 23.11 1.099 1T 1.33 18.1 18.1 - 80 C=120 lT "/.00 0.2 0.0 See PATH 9 60 C=120 5.00 -�.6 0.0 See PATx il 43.18 �.590 8.64 9.7 16.0 Vel = 16.19 94.98 0.583 6.33 3."1 16.1 Ve1 = 16.86 4.260 11.00 20.9 20.9 23.00 4.260 8.38 21.2 21.2 ol C=120 0.00 0.0 0.0 A2 C=120 0.00 0.0 0.0 See PATH 14 93.18 0.001 11.00 0.0 20.9 Vel = 0.98 68.78 0.001 8.38 0.a 21.2 Vel = 1.56 23.60 9.260 1.1'/ 20.9 20.9 23.81 9.260 1.1"] 21.2 21.2 D2 C=120 0.00 0.0 0.0 See PATH 13 A3 C=120 0.00 0.0 0.0 See PATH 15 66.99 0.�01 1.1"1 0.0 20.9 Vel = 1.52 92.59 0.002 1.1"/ 0.0 21.2 Ve1 = 2.10 VNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ;� ROCXAFELLAS Orawing Gate:2/]/20ll 2/ 7/ll 17:96 ROCXAFELLAS Grawing Gate:2/7/2011 2/ ]/11 17:96 Tyco Fice Products Paqe 10 'Pyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt HYD. Qa D1A. FITTING PIPE Pt Pt RGF "C" TYPES FTNG'S Pe Pv ""***** NOTES *•'***"* REF "C" TYPES FTNG'S Pe Pv **'**** NOTES "*'*" POINT Qt Pf/ft TOTAL Pf Pn POINT Qt Pf/f[ TOTAL Pf Pn A9 92.59 21.2 K = 20.10 "!5 22.86 ' 1"].2 K = 5.51 PAT9 8 FROM HYDAAULIC REFERENCE 31 TO 99 PATH 11 FAOM HYDPAULIC AEFERENCE 38 TO 60 21.79 1.049 lE ' 2.83 15.1 15.1 K = 5.60 23.11 1.049 lE 1.00 1"1.0 17.0 K = 5.6D 315 C=120 2.�0 -1.2 0.0 38S C=120 2.00 -0.9 0.0 21."!9 0.152 9.83 0.'I 15.1 Vel = e.l"] 23.11 O.11� 3.00 0.5 17.0 Vel = 8.66 1.099 �."]� 19.6 19.6 EqK = 5.69 1.099 1T OJ6 1].1 1"l.l EqK = 5.59 31 C=120 0.00 0.0 0.4 38 C=120 5.00 0.0 0.0 21.79 0.152 "/."]0 1.2 19.6 Vel' = e.l"] 23.11 0.1'10 5."/6 1.0 ll.1 Ve1 = 8.66 "1"] 21."19 15.8 x = 5.98 60 23.11 18.1 K = 5.93 PATH 9 FAOM HYDRAULIC AEFEAENCE 30 TO 80 PATH 12 FROM HYDPAULIC REFERENCE 25 TO Dfi 21.85 1.049 lE 283 15.2 15.2 K = 5.60 23.55 1.049 1E L�0 17.7 17.7 K = 5.60 305 C=120 2.00 -1.2 0.� 255 C=120 2.00 -a.9 �.0 21.85 0.153 4.83 0."/ 15.2 Vel = 8.19 23.55 0.176 3.00 0.5 17.7 Ve1 = 8.83 1.099 8.08 14 J 19.] EqK = 5.69 ' 1.099 2E 19.59 17.9 ll.8 EqK = 5.59 30 C=120 0.00 0.0 0.0 25 C=120 4.00 -0.8 0.0 21.85 0.153 8.08 1.2 14.7 Vel = 8.19 23.55 0.176 18.59 3.3 19.9 Vel = 8.83 1.380 lE 3.26 20.3 20.3 80 21.05 16.0 K = 5.47 '/8 C=120 1T 9.00 0.2 0.0 23.55 0.096 12.26 0.6 20.3 Ve1 = 5.10 PATH 30 FROM HYDPAULIC REFEFtENCE 55 TO 75 D6 23.55 21 A K = 5.19 22.96 1.049 lE 2.03 16J 16."] K = 5.60 sss r-izo z.ao -i.z o.o 22.86 D.167 9.83 0.8 16J Vel = 8.5� PATH 13 FROM HYDRAULIC AEFEAENCE 33 TO O2 1.049 1T 0.88 16.2 16.2 EqK = 5.67 23.80 1.099 1E 2.67 18.1 18.1 K = 5.60 55 C=120 5.00 0.0 0.0 335 C=120 2.00 -1.2 0.0 22.e6 0.16� i88 1.0 16.2 Ve1 = 8.5] 23.80 0.180 9.67 0.8 18.1 Ve1 = 8.92 � ONITS - DIAMETER (INCH) LENGTH (FOOT) �FLOW IGPM) PAESSURE (PSI) UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) f- ROCRAFELLAS Orawing Gate:2/7/20ll 2/ 7/11 17:46 ROCKAFELLAS Grawing Gate:2/7/2011 2/ 7/12 17:96 � Tyw Fice Pcoduc[s Paqe 12 Tyco Fire Products Page 13 HY�. Qa DIA. FITTING PIPE Pt Pt HYD. Qa DIA. FITTING PIPE Pt Pt REF "C' TYPES FTNG'S Pe Pv ***"" NOTES """` REF "C" TYPES FTNG'S Pe Pv **^**'* NOTES '***"* POINT Q[ Pf/Et TOTAL Pf Pn POINT qt PF/ft TOTAL Pf en PAT9 13 FAOM HYDPAULIC AEFEAENCE 33 TO D2 CONTINUED PATA 16 FROM HYDRAIILIC REFEAENCE 34 TO AS 1.049 lE 9.56 1"!."I 1"/.7 EqK = 5.65 29.61 1.099 lE 2.83 19.3 19.3 K = 5.60 33 C=120 1T "/.00 0.1 0.0 395 C=120 2.00 -1.2 0.0 23.80 0.180 16.56 3.0 17.7 Vel = 8.92 29.61 0.191 9.83 0.9 19.3 Vel = 9.23 1.049 lE 3.55 19.0 19.0 EqK = 5.64 D2 23.80 20.9 K = 5.21 34 C=120 1T 7.00 0.2 0.0 29.61 0.191 10.55 2.0 19.0 Vel = 9.23 PATH 14 FROM HYURAULIC REFERENCE 90 TO A2 AS 29.fi1 21.2 K = 5.39 23.80 1.099 lE 2.83 18.1 18.1 K = 5.60 90S C=120 2.00 -1.2 0.0 23.84 Q.180 9.83 0.9 18.1 Ve1 = 8.92 PATH 19 FROM HYDPAULIC REFERENCE 28 TO DS 1.099 l.E 11.25 1"]."] 1"!.'1 EqK = 5.66 29.62 1.099 1G 2.83 19.3 19.3 K = 5.60 90 C=120 1T '].00 0.2 0.0 285 C=120 2.00 -1.2 0.0 23.80 0.180 18.25 3.3 1'1.'1 Vel = 8.92 29.62 0.191� 9.83 0.9 19.3 Vel = 9.23 9.260 2.fi3 21.2 21.2 1.099 lE 2.03 19.0 19.0 EqK = 5.64 A1 C=120 0.00 0.0 0.0 28 C=120 1T 4.00 0.2 0.0 23.80 0.000 2.63 0.0 21.2 Vel = 0.54 24.62 0.191 9.03 1.7 19.0 Vel = 9.23 A2 23.80 21.2 x = 5.1"I DS 29.62 21.4 K = 5.38 PATH 15 FAOM HTDRAULIC REFERENCE 37 TO A3 23.81 1.049 lE 2.83 18.1 18.1 K = 5.60 3"IS C=120 2.00 -1.2 0.0 ' 23.81 0.180 9.83 0.9 18.1 Vel = 8.92 1.OA9 lE 11.25 1�."! 19."I EqK = 5.66 3"1 C=120 1T "1.00 0.2 0.0 - 23.81 0.180 18.25 3.3 17.7 Ve1 = 8.92 A3 23.81 2L2 K = 5.19 UNITS - DIAMETER (INC11) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSORE (PS1� � � ROCKAFELLAS Grawinq Ddte:2/]/2011 2/ ]/I1 1]:96 �( HYbRAULIC DESIGN INFOPMATION SNEET Job Name: ROCRAFELLAS - Location: 231 ESSEX STREET SALEM, MA Dravinq Date: 2/9/2011 Remote Acea Number: 3 Contcactoc: TBD Telephone: - 0 0 d Desiqnei: JFP SOLOTIONS, INC. t Calculated By:SptinkCl+D E www.spcinkcad.com 451 N. Cannon Ave. oo Lanstlale� PA 19496 Constiuction: WM[f Occupancy:2ND FL KITCHEN Reviewing Authorities:SALEM FD o SYSTEM DESIGN v Code:NFPA 13 Hazartl:ORD I System Type:WET Acea of Sprinklec Opec. "]50 sq Ptl Sprinkler or Nozzle �` �ensity (gpm/sq ft) 0.150 I Make: TYCO q Ea Ea Axea pei Spcinklex 100.0 sq ftl Model: TY-FAB �m o+ E xose allowance Inside 0 gpm I x-Facror: 5.fi0 _�o o m Hose A1lowance Outside 250 qpm I Temperatuce Ratinq: 155 Io..g " � CALCULATION SOMMARY 10 Flowinq Outlets <<O qpm Requiretl: 434.9 psi Required: 65.7 @ Ci[y Supply N LL ,_ E E._._ WATER SUPPLY nrnmnn �nmmnw Watec Flow Test � Pump Data I �M<tO°� oate ot Test 5/11/2006 I Raced Capacity 0 qpm I � Static Pressure 78.0 psi I Rated Pressure 0.0 psi I m ` m ^ Residual Pres "16.5 psi I Elevation 0 I � m .. N m � �o=o Ta At a Flow of 1350 gpm I Make: I Pa N y mw Elevation 0" I Model: I rRyNN2 Location: F.SSEX STREET Source of Infozmation: JFP SOLUTIONS, INC. nnrn�ow � SYSTEM VOLOME 969 Gallons ONO�W ro�mrvF r ^y Notes: THIS DESIGN IS FOR TIIG 2ND FLOOR AN� ATTSC �X SPRINKLER SYSTEMS. BASEMENT AND 1ST FLOOR m °' �y ALREADY PROTECTED u`a m � w o d iNKLLO� W � W � h� N 3� x d LLw�Q a o m �i w w E m i2'rvN2' V N O � 10 V N � � � a N _ �3-- y ROCxAFELLAS Drawing �a[e:2/7/2011 2/ ]/I1 17:96 ROCRAFELLAS Grawi�q Oate:2/%/2011 2/ ]/11 17:96 " Page 3 HYDPAIILIC CALCULATION DETAILS HYDRAULSC FLOW LOSS FITTING NAME TABLE QTY DESCRSPTION LENGTH C ID gpm psi TOTALS ABBRGV. NN1E Hydc Ref W Requiced at Hyd Acea 3 189 61.5 psi C Couplin9 Total Loss for Risex 0.0 psi E 90' Standacd Elbow 1 9" Grvd Alarm Valve "G" CHAAT LO55 184 0.3 F 95' E1bow 1 9" Grvtl Back Flow Valve Ames "COL CHART LO55 189 3J 5 Straigh[ Flow Thru Tee 1 fi" x 9" Grvd Retlucer 0' 120 6.065 184 0.0 T 90' F1ow Thru Tee 1 6" F1ngd 90 E11 , 14' 120 6.065 189 0.0 V Valve 1 Pipe 6" �Ix18 C1 350 150' 140 6.338 184 0.1 Fixed Flow Outside Hose A11ow. 250 qpm Tota1 Loss for Underground 9.1 psi LEGEND Hydr Ref R1 Required at Ci[y SuppLy 934 65.] pai HYD REF Hytlraulic reference. Refer to accompanying flow tlia9cam. , Water Souice 78.� psi static, "/6.5 psi residual @ 1350 9Pm 939 9pm 77.8 psi K FAC'POR F1ow fac[or for open heatl oc path whece Flow (9pm) = K z -\/P ____ __ Qa Flow atlded oc sub[cacted SAFETY PRESS[1AE 12.2 psi Qt Total £1ow DIA Actual intesnal diametez of pipe � C Hazen Williams pipe roughness factoc Available Pressuce o£ '!'/.8 psi Exceeds Required Pressure of 65.7 psi Pf/ft Friction loss per foot of pipe This is a safety maxgin of 12.2 psi or lfi & of Supply pIPE Lenqth of pipe FTNG'S Number of fittings. See table above. Maximum Water Velocity is 16.3 fps TOTAL Total lenqth �PIPE + FTNG'S) Pt Total pr.essuxe (psi) at fitting Pe Pressuce due to change in elevation where Pe = 0.933 x change in elevation Pf Friction loss (psi) to £ittinq where Pf = 1 x 9.52 x (Q/C)"1.85 / Io^4.8"I . Pv Velocity pxessuce (psi) whece Pv = 0.001123 x Q^2/ID^4 Pn Nocmal psessure (psi�� where Pn = Pt - Pv NOTES: - Ptessums aie balanced to 0.01 psi. Pressures are listed to 0.1 psi. Adtlition may vacy by 4.1 psi due to accumulation of raund off. - Calculations con£orm to NFPA 13. - Velocity Pcessures are not considexed in these Calculations . ,' �'- ROCKAFELLAS Gaawinq Date:2/]/2011 2/ 9/11 19:96 ROCRAFELLAS Grawing Gate:2/�/20ll 2/ 7/11 17:96 � Page 9 Tyco Fixe Products Page 5 NODE ELEVATION SPRINKLER PRESSORE ACTOAL MINIMUM ACTOAL HYD. Qa DIA. FITTING PIPE Pt Pt NUMeER K-F'ACTOR FLOW FLOW �ENSITY REF "C" TYPES FTNG'S Pe Pv '**`*** NOTES *a**"x (ET) (GPM/(PSI"h)) (PSI) (GPM) (GPM) (GPM/SQ.FT) POINT Qt Pf/ft TOTAL P£ Pn 95 33.00 5.60 7.2 15.0 15.0 0.15 96 28.00 5.60 10.5 18.2 15.0 0.18 PATH 1 FROM [[YDPAULIC REFERENCE 45 TO W (PAIMARY PATH) 47 33.00 5.60 �.9 15.8 15.0 0.16 98 28.00 i 60 11.6 19.1 15.0 0.19 15.00 1.049 10.00 7.2 7.2 K = 5.60 49 33.00 5.60 8.7 16.5 15.0 0.17 45 C=120 0.0o a.o 0.0 . 50 28.00 5.6a 15.1 21.8 15.0 0.22 15.00 0.0"i6 10.00 0.8 7.2 Vel = 5.62 51 28.00 5.60 11.9 19.3 15.0 0.19 52 26.00 5.6a 1"1.0 23.1 15.0 a.23 15J0 1.300 10.00 7.9 "1.9 K = 5.60 53 28.00 S.fiO 11.4 18.9 15.� 0.19 4] C=120 0.00 0.0 ' �.0 59 33.00 5.60 8.9 16 J 15.0 0.1"1 30.78 0.076 10.00 0.8 7.9 Ve1 = 6.67 62 28.00 91.5 63 28.00 13.2 1fi.52 1.380 2E 6.11 8.7 8.7 K = 5.60 69 28.00 13.1 99 C=120 6.00 2.2 0.0 65 28.00 12.9 97.30 0.168 12.11 2.0 BJ Ve1 = 10.29 A8 12.00 53.6 W -2.00 61.5 2.15"] lE 1.89 12.9 12.9 65 C=120 6.15 0.0 0.0 . Maz velocity of 16.35 occurs in the pipe from 52 TO 62 9"l.30 OA19 B.�S 0.2 12.9 Vel = 9.1.9 59.99 2.157 1.58 13.1 13.1 69 C=120 0.00 0.0 0.0 See PATH 3 102.28 0.080 1.58 0.1 13.1 Vel = 9.07 37.26 2.157 1T 1.99 13.2 13.2 63 C=120 12.31 0.0 0.0 See eATx 2 139.54 0.141 13.80 2.0 13.2 vel. = 12.3"1 21."]9 2.159 10.00 15.1 151 K = 5.60 � 50 C=120 0.00 0.0 0.0 161.33 0.185 10.00 1.8 15.1 Vel = 19.30 23.08 2.15"I 3E "]2.72 1�.0 17A K = 5.60 52 C=120 1T 30J� 0.0 0.0 169.91 0.237 103.99 29.5 17.0 Ve1 = 16.35 2.635 2E 29.85 91.5 91.5 62 C=120 1T 32.95 6.9 0.0 189.91 0.089 57.80 5.2 91.5 vel = 10.96 9.260 6E 139."]9 53.6 53.6 AB C=120 �9.00 6.1 0.0 184.41 0.009 213.79 1.8 53.6 Vei = 9.19 W 184.41 61.5 K = 23.51 PATH 2 FROM 9YDRAULIC REFERENCE 46 TO fi3 . ONITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PAESSURE (PSI) I � b o � s � m omx � y .� r w � w w m K W N y^JO � � � h O � y 3 w 3 3 �n m �n S T 0 �J '� o o w m � m � � p �o �o m 'A m �1 b b '" or�F- ot� � onr- n o�.� o�� -a z �,� ' i�!' °' ��,' � „�,ny ' � � s o m 0 0 0 � o � � a H � y w .3 m z .� � b y r m tnn M vmi z � 2 '� � y a m yw x m o O o � O pyN ON � �o� O1 �o`.-'� �o w vc�im �� y o o N r - v.� n n n, z m o H 'v�- w r-oo e�v�v o .n m r a ,� c .- o o ti ti o o � £ a . �a� o a�a � .00a o o ino oCn v � 3 N m N m m N \ T. T. T. .S T. .'C T. � II II II II II II II II II II II II � � � � N � tn tn m Z Y m O O � o m m m b1 � r �a � a H + m Job Water Required HoseAllowance ROCKAFELLAS Stafic Pres: �8 0 psi Pressure: 65]psi in: 0 gpm 231 ESSEX STREET Resitl.Pres: 76.5 psi Sys Flaw: 184 gpm Out 250 gpm SALEM,MA Flow: 1350 gpm Sys�Hose: 434 gpm Remote Area'3 Data 5111/2006 Safety Pres: 122 psi Loc'.ESSEX STREET Hd Elv Pres: 152 psi 140 720 100 80 Suppl P S I 250 gpm hose 60 40 20 152 si � ,ti I � . .-h.< t00 150 200 250 300 _ 350 400 450 54� I � BULK 4"FEE�MAIN RISING UP IN STAIR TOWER(SEE ELEVATION PROVIDE PROTECTION INSIDE VOID aF30VE FLEVAI'OR 1..09BY � �ETAIL) E%ISTIRG COM6lISiIBLE LOUVER ANDELEVATORSHAFT . . _ . ASINDICATE� � � `R°TE`TE°AS'"°'°ATE°°" ' MAX. HANGER SPACING ' ATTICFLOORSYSTEMPIPING � -.' �� ,. '. RWFOl1T51DE � RVNBRANCH�INESACROSS ��4�. MAMTAINCLEAWANCETHROUGH LAYOUt RUN 6ULK FEED A�JACENT TO DURING INSTALLATION,THE 1 � , �. SLOPE OF ROOF PITGH AS CENTRAL AREA MS MUCH AS STRUCTURAL BEAMS Ai ATTIC SPRINKLER CONTftACTOR SHALL .�,1��_" � � -- - � �',, INDICATER FEO FROM 4"BULK �� ' � ' POSSIBLE(TYPIC,AL) NOMINAL PIPE SIZE IN FeeonTF�ooa�EVE��Tvaicra� FLOOR LEVEL(SEE ELEVATION) INSTALL AS LITTLE GIPING AS � �� PO$$IBLE WITHW THE PLATFORM PIPE � � i � . AREA iN THE ATTIG SPACE TO -� TYPE � - ' �I - � MINIMIZE AD�ITIONAL � , � � �' ' FEE�ATTIC SVSTEM AND FUNCTION ROOM � - '� - -- — - MO�IFICATIONSWHENATTIG � . � �. . ' SPACE IS RENOVATED. ' � � � "� � � ` ONSEAC R EAMS AT C � / 1 _ PROM 4"FE D MAINS LOCATEO � — ' . � ' _. __. H SIDE OF 5T UCTURAL B � , � _ OWNERSHALLCOMPLETELVFILL . ' �� - _ " --�'�7--Q�-.i'�,. .��P .�,`, � � �; �'. ATTICFLOORLEVEL(PROVI�E � J PROtECi . _�_._ _ i I ' ._.1_ "� . ANGL6BRACKETS AS NEEDE�FOR � �f TiiAN5VER5E GOMBUSTIBLE VOIDS WITM • � _ • SUPPORTING PIPING TYPIGAI) --� � PEAK AREAS AS i - - � - NON-GOMBUSTIBLE INSULATION, � � ' � � INCLUOINGPLENUMl1N0ER � � J�:� � - � 'rK. Fp4 I" CIA. NDINVIEWON PLATFOftMTOPREVENT • � • J . , � � � � I - . RVPICAL) . SPRINKLER�ROTECTION BEING � REQUIRED RVPICPI) � r 1 _ , _ ` � � - I - . — �I� � �o . � . - RISE UP TO FTTIC ROOF AND �� --' � � � � � J J � � � � - _ ;.a�- -�$ -- � 4 iP �` �' Y $ `� _- -1 RUNBRANCHLINESACRO55 - � � - - � . . _ ___ � ' ' SLOPE(TVPICAL) . . c r .r..l ' � -- . , __. _ ,.___ , _' -.- _ � . ..__. . . — i-� . . 1I _ � �� .. . . "' �� " , -' � � ., ��.• ' � .�, 'f. , _ I F Ai�fl TH'I qry" M .1� _ .. , � , .. � i.: -� �, n ' ,..�, � : , . � - . . . . LOCATE RISER FOR TOP-MOST - ' •�:�F � • ' � � I _ . ... _.. -- BRANCHUNEAGAINSTCOWMN � o. „ � . . ��. ..�f.i.h ��...� � ..� � �: a � ,� .. ��.�; i � . . __. I ' . . I I � I i � TO MAINTAIN MA%IMLIM CLEAR , ' � � � � �� NEW OUICK-RESPONSE i . ' �' � SPACE IN ATTIC(SEE �� ' �� - - I �� SEMI-RECESSE�PENOENT � '� �i. EIEVATION,TYPICAL FOR 4) �� - - � "' � r � � � �-� � � ? � � , SPRINK�ER PROTECTING MAIN �' ' . I I ' d"BU�K FEEO FROM BELOW FUNGTICN ROOM(SEE PLAN VIEW � �� ' I FOR ALL LOCATIONS,TYPICAL) , .. .. ''�: . . � � � � � � � � � ' . . . I • • � . � . .. � ' :_�: �. : �." , �. �� • I • I . ATTIC LEVEL CROSS-SECTION-FACING SOUTH � . . . . . .. . . ' I � SCALE�.NOT TO SCALE � - --PROVI�EQUICK-RFSPONSE .. .. . . _... I r — — — — — — — — — — �� — — — — —�' — — — — — — — — � A551NDICq OU�GMOUT A7IIG SPAGE � ..�'��- :. i I � I UPRIGHT SPRINHLERS � _ _ _ _ _ � � _ _ � _ (INTERMEOIATE TEMPERATURE, � � INSTALLAWET-PIPESPRINKLER � � � J I , ENTRYWqYTOATTIC PROVIDEUPRIGH7 I � GROTEGTIOiN IN _ _ . - --4'BULKMAININ STAIR�TOWFERASINDICATED J _ , ` NOTE�.OWNER HAS OEGIDED TO � I � � A� � � �� t � �� IC$PFCE � . � SYSTEM IN THE ATTIG SPACE AND I '..:� �fR�4i w �--.� la,' _..-- _ . .. (VERIPY IN IPIELO) . _ . '� - ��' "' - �' -�. � SHALLBERESPONSIBLEFOF3 `�" , �' � i , . _ �' 1� � � `" .. . ' . . ^.' � � � MAINTHININGTEMPERATURES I '.• • Mur ��" s �r � � nmrSUPEaStRFw St.uuv �Lt'[oS.PCw . �� f [ _ , �. � . . ._. . � �. _ � _ _ _ _ � , � � �,r so_ - _ nsi s� -- ,�.. I3 x>. I � a �'a � A90VE 40°TO PREVENT PIPING 1 i U� .�� , � i y I - � fROM FREEZING I J :` I I ! . '.. b � � ' I I :' � C , .. • ` E -.. • � �.r[ ��n • . I l y � - PROVI�E UPRIGHT I . I . . . I ' ' - . . . , .. .. I � aIIFE RING • . . . ' � �... � PROTECTIONABUVE �� I � � I . I . . . , . . . �', . I I � . . ' --� � i 1 � � . . � . . . '� • —• I CIPE R'.N�, . � ELEVATORLOBBYASO � I � �� 'il �� A! !IA1�� I . 11� I�.VI. . INDICATED(FEDFROMNTTIC I . . -. ' . ,. � I I I ,�\- � .er.�;�,c d SPFCE)PROVIDE I . I PROVIDEQUICK-RESPONSE I I � �RY-PEN�ENT SPRINKLERIN SEMI-RECESSEDPENDENT �� i� �,: , ELEVATORLOBBV � I SPRINKLERS(N=5.6)INPLLAREAS I I - � - �' I I UNIC IONROOMOEE�T ENOENT �' � - .. � �.: ELEVAtOHLOB9V I _ ' HEPOS FROM ARM�OVERS FED - - FROM6ULK4"hVJNSAS I . �( y � ' . �' I � �- � � � INDICATE�. I � . - ' ' I NOTE'.DUE TO THE COMPLEX I --� -�� I ROOF OUTSIDE r � STRUCTURALCOMPONENTS.THE I .: . � -' I - � _ .___._-_. _�: �. EL VA OR I I SPRINKLEft CONTRACTOR MAV ' � — —__ - HAVE TO PROVI�E SUPPORT I . I y� �_--_ �- � i -_�. I _ . � _ � _ _ _ _ _ _ BRACKETSINOftOEkTOSUPPORT L _ _ _ _ _ _ _ _ _ _ _ _ — _ — — — — t J A � . . STORAGEROOM �. � - - - - - - - - - - - - - � r - - - - - - - - - - - - - - - - - - - - SPRINKIER PIPING. � - � - � � -� COAT ROOM _. � � '� � . _ ��... _ . .._. . '' ��+ +.i'.'� '. � REMOTE AREA 1 ,. .:, . . ` . . � � �. . � I I I.'�. �.• � � 1 OGPMHOSEALLOWANCE ,�� . .. . HEMOTEAREA3 �,.. I l�'. I � . HM01950 SF �� '� � � HMD19505F 'i � , '- 0.10GPMISF LIGHTHAZARD _ , . . . . . . ',' 0_10GPMISF - � ' '. : --_--. -. . � - ' � PROVIDEUPRIGHT 1�06PMHOSEALLOWANCE �I' �I � � � -- , ' � ' GROTECTION UNOER - . WOORWALKWAYS � I HENBELOW NEW BULK FEE�CONNECTED TO L _ ^ — — _ — — ^ J . - �PIPE MSPECTOR'S TEST f�___ _ . � _ KITCHEN BELOW _ ��q EXISTING 4"GAP AT CEIIMG OF L J CONNECTION TO d I 15T FLOOR GROVIOE 4" EXTERIOR OF BUILDING MONITORED BUTTERFLY VhLVE ATTIC SPACE OVERHEAD SPR/NKLER PROTECTION LAYOUT tveaiFv w Fie�o� u+o ovzniH conNecnoH nr SECOND FLOOR OVERHEAD SPRINKLER PROTECTION P/PING LAYOUT ATTIC LEVEL CROSS-SECTION-FAC/NG WEST coNNecnon PoiNr iewsTwc a� SCALB'e�_�'-0' SCALE:�e'�_�'-0' SCALE'NOT TO SCALE TEE WITN GROOVEO CAP, LOCATED BEHIND STAGE) � RRE PROTECTION NOTES: �, ; . ii THE WTENT OF THIS RRE PROTECTION DFAWING IS TO INCDICATE THE PROPOSFD ADDITIONS TO THE EXISTING - - uPaEa-mosrr nrnc ew+r+cnurve aROTecreo '� AUTOMATIC SPRINKLER SYSTEM WITHIN THE BUILDING LOJCATED AT 231 ESSEX STREET IN SALEM, MASSACHUSETTS. vaomneove � � �.'�-, '�' PREVIOUSLY.THE BASEMENT AND FIRST FLOOR OF THIS B3UiLDING WERE PRO�'IDED WITH SPRWKLER PFOTECTION, FED ,.. �, _ - . FROM A 4"UNDERGROUND WATER SERVICE, 4"BACKFLOWV PREVENTER AND 4".4LARM VALVE�OCATED IN THE BASEMENT � - � . , (SEE PRFVIOUS DESIGN DRAWINGS FOf3 LOCATION OF EXIISTING SERVICE, VALVE ANO EXISTING SPRINKLER PIPING). \. �� . SWCE THE ORIGINAL INTENT WAS FOR iHE CNTIRE BUILDIMG TO BE PROVIDED WI1H SPRINKL[H PROTFCTION,A 4"��=EED �l �� WAS BROUGHT UP THROUGH iHE FIRST ROOH ANU A 4"(CAP WAS INST�LLED AT THE CEILING OF THE FlRST FLOOR - � � � SYSTEM BEHIND THF STAGE PLATFORM.THIS EXISTING 4"CCAP WILL BE WHERE THE NEW SPRINKLER PIPING WILL BE FED " � 4 � PROVIDE 4'FEED FROM KITCHEN .. FROM. � � $PRINKLER AREABELOW . � "' :: �. 1 r PLATFORM '_ �� ' �" - � �� .� �� THE SPRINKLER CONTRACTOR SHALL PROVIDE P.4'MONITfORED BUTTERFLY VFLVF AND DRAIN CO�I�ECTION AT THE - ' -� `� " - - � � ' -� - - � - -- �- i CONNECTION POWT ON THE FlRST F�OOR. 7HE EXISTiNG IPORTION OF THE SPRINKLER SYSTEM WILL REMAW � � f � � � � � � � OPERATIONAL WHILE THE 2ND FLOOR AND ATTIC SPRINKLERS ARE BEWG INST4LLED.THE NEW 4"FEED WILL RUN . -��=� �1 „ ' '� �� TNROUGH THE KITCH�N AR=A CN THE 1 ST FLOOR AND PI;SE UP 70 THE 2ND F1.00R IN THE CORNER OF THE STORAGE � � - �- ... � ROOM A30VE THE BULK 4"MAIK WILL SPLIT AND RUN ON EBOTH SIDES OG THE 9AISE�PLATFORM AS INDICATE�ON TNE � PROTECTED PROTECTEO ' - FROMABOVE FROMABOVE --� ASSOCIATEDDRAWIN.iS. "� -� � �� .. . THE ATTIC SPACE WIL�BE PROTECTE.D WITH IMERMEDIP.T E TEMPERATURE UPRIGHT SPRINKLERS FED FROM �� " � � - - - -� BRANCHLMES RUNNING ACROSS THE SLOPE OF THE ROCJF.THE PAAIN FUNCTION ROOM WILL BE PROTECTED WITF- � � - -- -�-�;�� .� � � • SEMI-RECESSED PENDENT SPRINKLERS, FED FROM THE B,ULK 4"MAIN WITH ARM-OVERS LOCATED IN THE ATTIC SPACE. . � . THE SPRINKLER CONTRACTOR SHA�L USE CAUTICN WHEP�V DRILLING HOLES FOR PENDENT SPRINKLERS AS THE CEIL�NG �� WILL RcMAIN AS-IS. -r � , �. . i THE SPRINKLER CON?RACTOR SHALL FOLLOW THE IATES7T RE�UIREMENTS OF NfPA 13(2007 EDITION),MASSACHUSEiT i �� ' '. � - . „', STATE BUILDING CODE AND SALcM RRE�EPARTUENT REC�UIREMENTS. � � �� , � z';•Ris�a ua Faom � ' '��. - `I ,.�, ' -� • THIS BUILDING BACKGROUND IS BASED ON DRAWINGS O�TAINEO FROM BUILGING OWNER AND MP,Y DIFFER SLIGHTLY ' aELow . - . -- � . . � • • FROM ACTUA�LAYOUT. DRAWINuS ARE NOT INTBJDED TO SHOW ALL OFFSETS AND PIPING ELEVAiION CHANGES, �cPoseo ciPiNc iN enrHaooMs SPRINKLEF CONiRACTOR -_ . P[JD 2N0 F OR KITCHEN AREF sHn��nee-oFF New a• CONT�ACTOR SHALL RELD VERIFY ALL MEASUREMENTS F?RIOR TO FABRICATION. ^ - 3 ! BULK MA\IN BEHIND STAGE � �' '� �--- - on FiaStT�eve�ro ceeo 2 , . . ',I . � TH�S�RINKLER CONTRACTOR Sf-ALL HYDROSTF i ICALLY 1iEST ALL SPRINKLER PIPING AT 200 PSI FOR 2 HOURS '�c -�r^� - ';Riseav�veaicvwFie�o� � � �,°�'-� � �?RINKLEP.COVTRACTOR IS RESPONSBLE �OR THF COM�PLETION OF ALL ABOJE GROUND TEST CERTIFICATES, � !^ �- - - -- -� - � � . ' 30PFLIED TC THE OWNEH. � ~ � ' `- � GONNECTION TO EXISTING 4" __� ..� ��TJ��/�L/"��-�- RISER(BEHINpSTAGEAREA) ALL PIPING SHALL BE UL I.ISTED 9lAC� ST:='cL PIPING. SI;P'PORTED PER NFPA-�3 AND ALL MANUFACTURERS � � INSTALLATIO�ti RECCMMENDATICNS AL�PIPING SHALL BE PITCHED TO DRAIN VJITH LOW-POMT DRAINS AT SECTIONS CF �" ' ' i � � _. ,I � � � PIPING SUE3JECT TO VvATER TRAPPING. .. t r:'_��-�� . -� •. , PftOTECTEO - AROTECTED� " -----�- � -- -� ' �� ,'IL`N °11C°Y f � FaoM neove - FaoM neov[e � � . � � . ALL SPRINKLERS INSTALLED THROUGHOUT THE BWLDING SHALL BE CUICK-RE3PONSE SPRINKLERS(TYPE AND ' � ,;,,,. ..,��.,.�. ':�- ._ K-FACTOR LISTED IN HEAD BLOCK)AND SHAL�BE INSTALLIED IN ACCORDANCE WITH THE MANUFACTURERS LISTING ANG � � � - � � � IN ACCORDAhCE WITH THE RE(]UIREMENTS OF NFPA 13(2�007 EDITIONI. ` ` � EXISTING SYSTEM RISER . LOCATE�INBASEMENT - . THE SYSTEM HAS BEEN HYDRAULICALLY CALCULAiED TO TAEET THE DEMAND FOR A LIGHT HAZARD OCCUPANCY(NTTIG �.-�. '� ,�, .�. � AND FUNCTION ROOM)AND FOR AN ORDINARY HAZARD GROUP I OCCUPANCY(2ND FLOOR KITCHEN SPACE) PER THE RUN SPRINKLER PIPING E%POSER � • • REQUIHEMENTS OF NFPA 13 (ZOC17 EDITIONJ. FS TIGHT TO GEILING AS POSSIBLE . ♦ iN FiNisHEo naens nrvo PROTecr � ALL WIRING OF TAMPER SWITCHES, FLOW SWITCHES AND ALL OTHER FIRE ALARM COMPONENTS SHALL BE DONE BY AP; WITH QUICK-RESPONSE SIOEWtLLL nenos�K=e.e� , ELECTRICAL CONTRACTOR. � � THE BUILDING OWNER HAS OPTED TO HAVE A WE7-PIPE SPRINKLER SYSTEM PROTECT THE ATTIC SPACE IT IS THE � — — 1 � OWNERS RESPONSIBIJTY 70 MAWTAIN HEAT WITHIN ALL AaREAS CONTAINING WATER-FILLED SPRINKLER PIPING.ANY T I • • • AREAS OF CONCERN SHOULD BE BROUGHT TG THE OWNEEPS ATTENTION DURING INSTALLATION BY THE SPRINKLER SYSTEM/SOMETRIC I I � NOTE SPRINKLER CONTRACTOR SCALE'I'10T TO$CALE SHALL PROVI�E AN UPRIGHT CONTRACTOR. I � — � SPRINKLER HEAO IN THE • • . . � CIOSET.00ATED FT TME BASE """+:..� I � I � OF THIS STNftWELL AND - � . � . BENEATH THE LANOING,FED � �� . (/ �` — — , , _ — _ — — — — , . , FROM THE BASEMENT — — / 21S'7 �'/ �/ . 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G�-�/'�/� , � „ „ // ♦' i('i N�" `�1 V � �' i . ��[ti � .,...�_:'��A/� ' � . ....--.._.�.. r_�/-�..�..�N�. ' ' �rYdM� � , .y�' . . .... _.....e.r�� i� • , . ._ : -. .�.. _.....c+� . a. .i � .. ., .,. ...�....�.. .... ... ..�.,a.�M► � � . �. / _- .. . ��_ I �, M1 �aJ �_� !FI —' � �� r ( 'I �•. I � il�.. l ��.. �l��'o0 3� �- �5� ; � . , � __ �,, �;, The Commonwealth of Massachusetts '� �•`� � Department of Public SaEety �I �la„aehu>rtt.tit.�tr Bwldin�;C:xte 1%80 C�IRI tir�rnfh Editn�n `l City of Salem (� �� 8uildin Permit A lication Eor a� Buildin other than a 1-or 2-Famil D ell' (T 0 tThisti�t6unF��rufficialUsrtJnlv) u� (3uddinti Prrmrt NumUrc D.xr ApF�lied: Bwiding lnspecmr. SECTION L• LOCATION IPleaee indicite Block N and Lot N for loeations for which a stfeet addreu ia not awilable) C.'�t �i�'�'i�� Sl�7J�� t`c�llJ. t3�� Z"';�� is'z�� _r_ \��..�nd tiuret � Cih• /To�vn Zip C�x1r Namr ui Building lif applicablr) SECTION 2:PROPOSED WORK Ii Nrw Cunstructiun cheek hrrr O��r chrek all that apply in the twu rows brlow - Esisting Building f�j, Rrpair O Altrratiun Addition❑ Drmulitiun O (Pleasr fill uutand submit Apprndix 1) Chany,rufUsr ❑ Chan�r�fOccupancy ❑ Chhrr ❑ Sprcify: Arc building pl.m.md/ur con+tructiun document�bring supplied as part of this prrmit applicatiun? Yes No � Is an Independent Structural Enginerring Peer Review requircd? i Y� � N_u��+�� ' Brirf Descriptiun uf Prupos�+i Wurk:lL-SS'�ixV�d�1.�E-� b��'��5;_�._�.�9� � ��X'He'� �r,t—� S�L�=t-�� "�^�1i, �.,F'iAs1tP�T's�t'�'Y-,�'F2� �- �5'�:.��-!•::,�` �_ . 1S4D/JzCq"� �h�-�'Y't�lNlZc�itil�P� -�/'�'�t3iT� ^,f �Wti-�1i4�.F�v /�-� b�Fi..G�t ;1PTc� . <0'D�.1/�f� � � . � SYS 6z 1� SECT[ON 3:COMP ETE THIS SFCfION IF IX/STING B DING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCIf � Cheek here if an Existing Building Evaluation is enclosed(See 780 CMR 3402.0) O � � Existing Use Group(s):. � � Proposed Use Group(s): Exiating Ha�ard Index 780 CMR 34: Proposed Haz�rd Index 780 CMR 34: SECTION 4:BUILDINC HEIGHT AND ARFA � � Existing Proposed � Na uf Fluurs/Stories(include ba�ement levels)&Area Per Floor(sq.ft.) � '7�Cii'� � (h,-\py) � Total Area(sq.ft.)and Total Height(ft.) �� c% lD�'i � � SECf10N 5:USE GROUP ICheck ae a liable) A: Assembly A-1 O A-2r - A-2nc❑ A3 O A-4 O A-5 0 B: Bueiness O E: EducaHonal O � F: Pado F-1 ❑ F2 H: Hi Haa�d H-1 O H-2 O H-3 O H-4 O H-5 O b L• InstituKonat f-1 � Id ❑ 1-3❑ I-�O M: Mercantile O R: Reaidential R-1 O R-2� R-3❑ R-1 O � 5: Stonge Sl O S2 O U: Utility O Special Use O and Ira�e describe beluw: Special U+r: � � � SECT(ON 6:CONSTRUCTION IYPE(Check as a licabld � IA O IB ❑ IIA O t18 1�.� IIIA 0 It18 O IV O VA O VB O SECf10N 7:5(TE INFORMATION (rcfer to 780 CMR 1 t1.0 for detaila on each ltem) I Trcnch Pertnik �ebri� Removal: �` LVater Supply: Flood Zone Information: Sewage Disposal: � h Publ�c� C hiYk rf out.tdr R�e�d Lona•O tndica�e mumripal��'°1 :\ lrrnch �vd�nut br Licen.ed Ui.Fx�..il tiite(� � 1V i I'nvate❑ „r indenUlr Zuna:_ ur un.dr.t�.trm C] reyinntl�ur Irench ur.Fwcde: � ��rrmit n rnelu.ed O � Nailmad nghFof-way: Huards to Air Vavigafion: \I:\ I l�.b�n. (-.•nunn.u�n It.��u�.. Pn•�o..: � \��t .1��F�h..�bli�'F� hclruiiurc�.rthm.urF+��rt.iF•��n�ach.vra' I.lhcirrr�icwrnm�•Irtrd' � ,�r l �.n.cnl h� Htn�.l rndn.rd ❑ � la'.O .�t\n 1'e.❑ \�� SECTIOV 8:CONTEtiT OF CERTIFICA fE OF (KCCPANCY : I..Idnm��I t��dr '_-- L.c l.ruufq.c ,A-�. (�F•c��l l un.lruQ�un: �, llccuF,,tnt I��.td F��r hlnur ✓1.PJ6_, � I h,o. lhr buildu.�;u�nt.iin.in<pnn6li•r�i,�cm':Y�_�praal�l�F ulal�un.� . '��`T�f�"E1�r'?1-�� SECTtON 9: PROPER7Y OWNER AUTHORIZATION ' Vd1Ylr.11lal r��itiR?%U� ��fUF�I'fl\' �vnrr �,^{ �-i�.�s-�.i �7,�i ��'c. 's� e-�Ir�► � " 'V.imrlNnnU � Nu..indSKert Cih'/7��vn Lip Pruparh'lhcnrr C�m ut �N��rm.iliun: ��,�}��Y"Z�,�t � Tid�C�y�� W�.L�Lr�s ��/�V1,��2/'� Telrphone Nu.�busmr...) Telrphunr Na. (crl�) r-mad addn�ss ,If.ipplii.ible, thr F�ruprrW uavnrr hrrrby authunzrs �;ame �n��rt Addrr.s Cih•lTo�.•n tit.rir Zip tu act on thr �n��rfc.�.rnrr'.brhalf, m.dl m.�ttrrn rclatice�a+wurk authunzcwt bv this buildin • �rrm�t.i > >liuiti�m. SECT[ON 10:CONSTRUCTION CONTROL/Pleau fill out Appendix 2) Ui buildin�is h�..tlun Ii.WU.0�t uf rn.h+Kd< da1 d(IAIJf�lall UOACf CUIL'f(t1�hJp CotltNl l�ICO fI1KIt I1lR U a1�,s4i kti'lion IU.q 10.1 Re 'slered ProEessional Res onsibie for Cooetruction Contml k�{�� o'�_ �1.� �,v'�� 0��7 .� �� Namr{Rrgistrant) Trirphunr No. rmail address � Rrgistmtion Numbrr C7 'C)F'.�F�'�4;�.-�#`�tJ ��n��1 k.�,_r'� 4'1P� o\� � f'mc.t.�T-t�',-F� / Strrrt Addrru City/Tuwn SWte Zip Dixipline Expintion Datr � 103 Cenenl Contrador . 'P��" -C�I�S ^lJ��l C� `..a�� a�c'4--��'��'-�1h/C� Comp�ny Namr: �\Ci1-V��l/ \7��_�_ ��1�'�� Namr uf Prrsun Re+Exm.iblr fur Cunytruchon Licrnse No. and Type if Applicable �z�r, r,a-knco�./��e�/'n�.�K �� ti`3� l�l�'.. 4��`. C"7�S`(3 �A. 1_S � Street Addresc City/Town State Zip Z-�'7k�C F -(��`_- ��'-l`�� ..-�� Trlr hone No.(business) Tete hone No.(cell) rmail addreas SEC[70N 11:WORKERS OI�ENSATION tN URwNCE AFFlDAVIi(M.GL.c.15L 25C(6)) A Wurkers'Compensation fnsurance Affidavit from the MA Department of Industrial Accidents must be rnmpleted and submitted with this application. Failure to provide this affidavit wiii result in the denial of e issuance of the building permit. Is a si ned Affidavit submitted with this a lidtionT Yes , No O SECi10N 1Z COIYSTRUCTION COSTS AND PERMI't F E Fstimated Costs:(tabor Item and Materiais) Total Construction Cost(from Item 6)=S��'�� c�� I. Building a ��`��`J� Building Permit Fee=Total Construction Cost x_Qnsert here 2. Electrical S \��+�C�� aRpropriate municipal factor)=S � 3. Plumbing S `��j oa-G ��'��cr�c7 /1i�0= �S�X, ��= �'��OSG �-�� 4. Mtthanicai (HVAC) E Note:lGLnimum fee=S (mntact municipalily) � �.� �c�' 5. Mechanical (Othrr) S Encline check payabie to ��e�� S<'41�7�� 6.Total Cost 5 � ^rj O C�'� (mntact munici lit )and write check number herr . SEC770N 13:SIGNATURE OF BUICDMG PERMIT APPLICANT Bv rntrrm�;my namr L�elnw, 1 hrrrby attrst undrr thr p.uns and prnaltir.uf prryury tha[all�if thr inFormatium m�tainrd in thi. applicatwn is tttir.mA accuratr m thr brst uf mv knowlydhe�nd undrntandinti. �./��Cit-a�L�1� �.�iL�� '1/�v-�/xC.-"�ZN,--- �o� ��G 7/��t "�1?�t �,c� 19r,i.i• pnnt and.i�;n namr iidr ia�lcF�hunr V�r. i)ale I �b Gl��%>'P.��c]-�- �� l--��i4�`a�F--� "'�� ''l`� � �trrel .\ddn.> C itt:7.ncn . .ttr G + � 11uni:ipal inspedor to fiil out this section upon application approval: � . 'amr U,itr � o .PF:�avE� � �- Q . ssn�E�t t�a�F�� - �� ' R o c kafe I I a s C o I o n i a l H a I i aL��°ri�'��3�`s��. � _ cr�V o�sa��r�,�es�. gra„s,�p TTION B _wt�:J c a 231 Essex Street, Salem, MA �� - - � PLANS �APPRO`tEDSOLELYFORID'-:Tli=�w:.:... Q FfFE AN4�LQL"ATIQN�'f16F f�[.`-GTla: Cx".::.5, P:LL FIR�PROTECTI6N 9Nl£R8 t."= ��-_'�i TO A o . P h a se I I K i tc h e n Re n o vat i o n s �}��T�ST/!ND INSPECTION,FOR CORIF:E��C�?A+'lY �u A'�Cf Y'1TH THC F!P.E CO^E. z a � U N Owner: ; ' " : i�`�" i ` DRAWING INDEX pEVIS10NLOG a Rockafellas � �� - � " �� ` � � 231 Essex Street g�`E � t�� ' '�':r'. �'-�^""N�� SHEET OESCRIPTION = N � LOCA710N j � `�w� Salem, MA 01970 � i ' `s'�.,t `.��-�,Fs..%9i • J Z w ��__ . . i _ �—aC' ��i� � Q J -& . ,��'.,.�'-+-�i�Y ��, �� _I �� i ��i'� A.0 GRAPHIG CAVER SHEET Z Q (a `� }� pt,�� , _; A.1 ENLARGED KITGHEN PLANS � � Architect. T.�--r' °=� +� t �:r I A2 SGHEDIILES S DETAILS O 0 yrj """"`i � � ( � .-> , I ,,.�,..�- � . ,��, 57.0 STRUGTURAL FRAMIN6 PLAN V W W Seger Arohit2cts, InC. , \S�ERED AqCy�T " � ( �,� � `, � ' ' � N ~ 10 Derby Square, Suite 4N �,� �a +ti sF F�, T N� 4 { € �' i� � i � '� � Z tn Salem, MA 01970 � � c� �' ° __ _A � �-1 4_ ' --' ', -_� -r }_'_ w = X 9 -�e, f�.- -�, r -'-�--;- LL t,) w Phone: 978-744-0208 Fax: 978-744-0145 ' 6 � � --�--', � - Q � o No.90105 � o �� no � _ --- -- I__-_-- _ - �1 Y (A CAMBRIDGE, w o Ma `.�J , O ,-- PROJECT INFORMATION �q`�OF�+SPSSP` , GENERAL NOTES � " Massachusetts State Building Code-7th Edition � I. 1Mee�xm�te oe Mie p^aperty oP the wnttect aM�all rol be copee, 6. iM 9Arral cokractar chall be reepaamle For verllymg slm wd lacalbn ol tliplkated,altereE,modBbd or roNxd h ay�ra�nlMwt fho eiyrwsed all ecNpmerR rJM wrer Prlw to Ftlskatbn or bnlpllatlon oF Mllriork. � MNtlen qpovai aF 1M ovtiAetl, PRO.iEGT� INf6UGR RHJOVATIONS - l. iM gaieral cmlrxFa-dall accePt fh0panI ses Qe b,h Ib uarmt efate. EG . 2. To qn best af tlq ochRecte'hwrlerlgo tlnee core Wcllan docunerdg on The o�aix shall m:ure no r Illty{ar Mre eoMlUan oF Ne e�tls[Ny ske, LCGATIGN: SW.EM,MA J.RIS�IGTION Er.fiEX LOUNtt m IztlkGm wa�NS�r��nreWct ard IldYrj apnritlee hwWJ md IM cokants.at Ua tkre o MdChy or GareaFtar. y' bpe «u.Pmul. APf'LILPPLE LODES� �STATE W ILDIN6 fqDE('RH EDITIpU B. ThB ryAVJraI coMrcWGr ohall PIBIO vefHy all ezlslMg elte Wit�[Wro,OIp1g Wtl� 3. IC b ihe Interd d the o�chlte[[fa Eellfe 6e tlwea Eoc�miennLS W auxate dhmrobm,prlor to Fhe ptat oF qy portbn of fM Mwk AI�FYNYg�, m powbb Far the pvpwe oP Ic representaklon. �o noE beale' dF,crepurleo aN caicene eMll be beuyM to Gn owee'atlenGon n rr@[en E ZONING DISTWG7: LENR2AL OEVaOPMB1T-65 these tbcunmte. TM dunenzlwe ore W Idt precedawe wu fomqt. � o $ CAPLSiW1LT10N TYPE: 2B xalhg Na tloc�miada. The geroral cmbatar sholl take ILII reepaolb'llh� � OLCUPANGY USE� A%EMBLY 2r(E)tl5i1N6 6 PROPOSED) For wy Fwarect rork md ay repalr aF mW riak m a rawit oF xallrg q, 1Ye g¢inra�con'ioctor¢Fnll Y»responsmla Fu a1l nwk oM molerbb OGGUPANGY LOAD� 34a r�txsorr,MoN-sPwwt+r.�erzevl na d�.�m. �q,,,,�we o�ero�o da.mo��s okwa�g ao�o�e�ab n..nd,aa oy tj o � 40o P9i5oN5(RRLr-SPRMr.LEREv1 R,R:. an wk oarormea ey the cprerm cmo-acwr dwu w�ry,ly ma wiron�wm wxono-acwn ma venmo. ? � LL' local ad xute aniary 4Cda5,ardlnvwes mG reg�latian,olag Hlth'all io. Deviatbro kan Mex doumenls n the corutnwtpn phqse dpll Lre revla+eQ (n � � ZON I NG AN D B U I L DING'DATA ��^��n r��t�. TM=�a��o-��,�a� dl fhe arc}'ItecE md Me wrcr prbr fo!he nNi oF wrk h queatbn. My r u{ � ta te m+a'a oF tMiae raluYdneMs aq yovdnYy rxylotbro. Mvictlpn kqn Ne»Eowrnnts HHhok Prlor rmlew,ehall be IM mle (,� a ZONIN6�ISTWGT� BU51NE5$ " rezpanibllity of!M yereral contrator. {y� tq � CAt1riTRUGiION IYPE� �B 5. Tha gaieral conWcFar dn�l fM�p�ly revlew ad t»tome Fanllia wNh f. W OGGUPANGY USE: BUSINEf-SEGTION - �hne docurenb. L¢an ro�Mw,�he gpqral cantractar sMll dwamen!mtl II. It b fM eole re�pomdllW oF the yenmal contrator to detemiln aroctlai = � ELEVATOR ENf W�NLE IS HG P4GC551&.E. ��y�a��t of my em�rs,omKsiae,Gbuep�c�rnG/or procaA.re,meais me1 meGb45 crd sequeiwa at consbvcGon. trrormletercln pNa'ta the ztot or my porGan aF Hn ro�wreG�wk iM V � �j �.�r,r vesr,RiPrioN� arn¢eu�n rowow tno propoxe ca,�ecewm arca�ne rocope or iz. rnsqm�r'a1 corLucFnr n respammle Fa-pMrblrg oM electrkal deelg�ad . � � e� Rwse i Fart rHe ww.�cr ir+cwoev�ovnnans ra n��asrirvs � wurrAw�. ma e�«y ar o��o,e i a�ruw orw w iBmilatbn,q�cluGYg IIFeMeGJ IFens. Q wNcrioN w�1 oN secano ano nna�Fl_oow nrvo w,s e[� . �r ��n ee ae r�n,�,o,��wny m ub g�i w,o-aw w W � � . corm�E'rr�. UNDH2 TH15 CONiRAGT,PHASE II INGWDES KI7GlEN RENOVATIONS AND � p � G INSTALLATION OF A SPRINKLER SYSTEM FOR THE 2ND,3RD,1 ATT1G W o � �• J FLooRS. V1 � a , �� , Construction Set: Aprii 11 , 2011 Pro]ect# 10015.02a {,. � ' � —_ __ � G'-l" 8�_�� , \V� \V`V� `��\� � � �` �`\A \\,�`\\\ V� \��\ �'� \_� \� \�� \�\� .��`��, ��\`�\�`.��\��\\\\��\. � � � � � : , V\ � � ADm� � .D�.; � \ � �mC � �� \ I I / \ �� , \ / � �� Drn � A � � � � � z � � � p � �\� � � \ � � � r N �\ I I \ :A` �Ai � �� N �: � fTl O �\�`� I ;'' �:. r I \ � � — —\ I v O � � z o N � �� w � �� I I � � ' o �n 3 G1 ..p �' I I N 17� � , C� � ,�� + ZT. v � � \ � I m �. � � � N � / � � \ ;; � � � � �� N � � n �� IX- I . _�'`_� ? \ , \ �" � \� � � � � tp \ � �� .�� += � ; �- � �, � � � w \\� � m � �. 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KITCHEN RENOVATIONS 10DERBYSQUARE,SALEM,MA01970 231 ESSEX STREET, SALEM, MA SCALE:ASNOlED DATE: 4N12011 A�1 p:97&744-0208 www.segera�chitects.com • Syt11b01 Legertd FOOD EQUIPMENT SCHEDULE N � e MRK. TY DESCRIPTION MODEL REMARKS a S� EXISTIN6 SMOKE DETEGTOR TO REMAIN � EXISTIN6 EXIT/LI6HT CAMBO KITCHEN EQUIPMENT Kl 1 EIGHT BURNER GAS COOKTOP X � EXISTIN6 GOMBO SMOKE DETEGTOR /Go2 � EXISTIN6 EMERGENGY LIGHT e �C 2 DETEGTOR To REMAIN KZ 1 GAS DOUBLE STACK CONV. OVEN K3 1 30" TILT SKILLET a � PROVIDE AND IN5TALL EMER6ENGY LIGHT K4 1 24" GAS GRILL � SD PROVIDE AND INSTALL SMOKE DETEGTOR e KS 1 DBL. BASKET FRYOLATOR � EXI5TIN6 HORN STROBE K6 1 HOT BOX � z H� EXISTING HEAT DETEGTOR TO REMAIN H/S K7 1 30" REACH-IN FRIDGE a � PROYIDE AND INSTALL HORWSTROBE K8 1 DOUGH MIXER HOBART � � EXISTING EXIT SI6N H�S � ES(fT N EXI5TIN6 PULL SrATION K9 1 DISHWASHER � PROVIDE AND INSTALL ExIT SIGN P K10 1 WALK-IN FRIDGE EXIT g FIRE EXTINGUISHER Kll 1 FREEZER J � Fp K12 1 UNDERCABINET FRIDGE = y � K13 1 COFFEE MACHINE Q p J ' NOTE: BUILDING TO 8E WLLY SPRINKLED. DE5IGNED AND INSTALLED BY A REGISTERED SPRINKLER INSTALLER. EXIT 516N : MANF. EMER61-LITE # W-LXN-I-RGG-120 ICE CUBE MAKER 0 Q � EMERGENGY LIGHT : MANF. EMER61-LIrE #J5-G-18-2-ZD-AD-FM BEVERAGE COOLER � O � EMERGENGY LIGHT : MANF. EMERGI-LITE #ELX400-5-R-25G1 SERIES MICROWAVE (� z W . W PLUMBING FIXTURES a � � Pl 3 HANDSINK ADVANCE 7PS-60 J Z (11 ROOM FINISH SCHEDULE P2 1 1 COMPARTMENT SINK DUKE 3-24x24-2D8 �j = X P3 2 PREP SINK W FLOOR FINISHES WALL FINISHES GEILING FINISHES � ~ W P4 1 SLOP StNK SLOP SINK EXISTING Y FI - EXI5TIN6 TO REMAIN WI - EXISTIN6 TO REMAIN GI - EXI5TIN6 TO REMAIN PS V F2 - 18x18 GERAMIG TILE �"� - �KGRETE PAR6E G2 - PREP AND PAINT EXIST. 6WB GEILIN6 � N BASE W3 - FRP PANEL G3 - 5/8" iYPE "X" GWB OVER PLASTER-PAINT P6 BI - EXI5TIN6 TO REMAIN W4 - 5/5 PANEL EQUIPMENT NOTES: � — B2 - TILE GOVE 1. OWNER TO PROVIDE KITCHEN EQUIPMENT. THE CONTRACTOR IS No. ROOM FLOOR gASE WALL CEILING CEILING REMARKS RESPONSIBLE FOR INSTALATION OF ALL KITCHEN EQUIPMENT INCLUDING NAME FINISH FINISH FINISH HEIGHT PLUMBING AND ELECTRICAL SERVICES PER LOCAL, STATE, AND NATIONAL CODES. IIO DISHWASHIN6 F2 B� �'�' G2 l'-6" - 2. OWNER IS RESPOSIBLE TO DESIGN, PROVIDE, &INSTALL EXHAUST HOOD III WAITRE55 5TATION F2 B2 WI G2 �'_b" _ AND ANSUL FIRE SYSTEM FOR THE EIGHT BURNER STOVE. 3. CONTRACTOR TO FURNISH AND INSTALL ALL PLUMBING FIXTURES. 112 SERVIGE LINE F2 B2 � G2 7'-8" - E � 8 113 KITGHEN F2 B2 WI/Y44 G3 12'-O" - V o � � 114 WALK-IN FRIDGE F� g� WI GI �'-8" - � � � h � � ' � o, W �n 9' WALL PARTITION TYPES � �� N N ALI6N TO EXIST,MA50NRY WALL � m � WALK-IN FRID6E 51DE EXISiINb WALL W w �b . • 2X4 WD.S7UD5 AT 16'O.G. . I/�°by.� W � m � � 2X4 SNDS AT I6"O.G. o a ,r \ . 2 LAYBLS ... ...... N \� j TYPE�X•5�8,�l^� • �J(4 5ND5 Ai I6"O.G. • 7LRNED ON SIDE \ .... . . . . . . _. . 1/2"M.R CVVB � / • MR I/2°61^� � � KITGHEN SI�E // 5/5 WALL PMIEL TO TOP .A � OF EXHAUSi HODD 3 GWBPARTITION F��n� �� T�� 2 GWBPARTITION �w`n� uLRhn�K %T��' � GWBPARTITION PFEMilxS �� 1BPN5Go�Ei i HR N/A N/A N/A f f (E) 4x4 FLOOR JOISTS O 12' O.C. ARACH (Y) 2x4 x 4' LONC SISfER J015T5 TO ENO OF IXISTNG JOISf WIfH SDS SCREWS A7 8' O.C.. ATTACH tt1 LEDGER WRH LUS24-2 ��' (N) 2x8 LEDGER ATTACHED TO (E) M450NR'Y WALL WRH 1/T'0 THREADED ROD ADHESIVE � SET IN SCREEN 7UBE5. (3) 2x8 MIN PoSf TO BEAR INFILLED M'S?EEL COLUMN DIRECL�ONBSTEEL . N 3 13$x8� I.9E LVl (S) 2x6 MIN PO57 TO BFAR D R CTLY ON�C roEMER OF� BEAR DIRECTLY ON STEEL (E) S7EEL FLOOR BEAM BELOW. BEAA/ BELOW � SECOND FLOOR KITCHEN REMODEL 1/4. e �. � JOB NAl�: 231 ESSIX STREET Saucmres Notth KITCHEN REMODEL PROJECT <e.,��,,.e E.o,...a.,,.� �°m��° DRAIIN BY: RSL CHSCgSD BY: RSL �"°�""'°' SCALB: Not to Scale DdTS: 4-11-2011 «.,�.R«�„ ��„ •^-�°°°°-�^^� Reference Plans 51.0