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B-19-360 - 0107 BRIDGE STREET - Building Permit 2 t � 1rib UO-7 i The Commonwealth of Massachusetts FOR Board of Building Regulations and Standards MMCIPALlTY Massachusetts State Building Code,780 CMR USE Building Permit Application To Construct,Repair,Renovate Or Demolish a Revised Afar 2011 Q One-or Two-Family Dwelling n This Section For Official Use Only ' 'J Building Permit Number. Date Applied: Building Official(Print Name) Signatrue Date`' _ SECTION 1:SITE INFORMAL :. 1.1 Pr party A dre s: 1.2 Assessors Map reel Numbers „ , mA l.la Is this an acc street?yes no Map Num Parcel Number 13 Zoning Infoima 'on: 1.4 Property Dimensions: - . FWater ProposedOlt--, Lot Area(sq. Frontage(ft) }4 etbacks(ft) ront Yard Side Yards Rear Yard Provided Required Provided Required Provided ly:(M.G.I.c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: ivate 0 Zone: Outside Flood Zone?f Municipal 0 On site disposal system CJ G?ieck i es0 SECTION 2: PROPERTY OWNERSHIPr 2.1 O ner' Record: ame(Print) rCity,State ZIP -co; No.and Savit Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction O Existing Building D Owner-Occupied O 1 Repairs(s) 13 1 Alterstion(s) 0 Addition 13 Demolition O 1 Accessory Bldg.0 1 Number of Units J Other 0 Specify: Brief D ription of Proposed Work': nrPA U SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials 1.Building $ 1. Building Permit Fee:$ Indicate how fee is determined: O Standard City/Town Application Fee j2.Electrical S. O Total Project Costa(Item 6)x multiplier x 3. Plumbing Is 2. Other Fees: $ 4. Mechanical (HVAC) is Last: .5,Mechanical (Fire Su ression $ a'/000 Total All Fees:$ Check No. Check Amount: Cash Amount: 6.T a1 Project Cost $ - ❑Paid in Full ❑Outstanding Balance Due: to `� r-10(L- CIOP� I ua._. 3^. � yak" z�� � `.�Yn,„ SECTIOl 5s" ONSTR(1CTtOlV SERVICES 1 ' ° AN. 5 •1 astructiou Supervisor License(CSL) s6&inluer' LroenstlJumber V° Facpiratian Date _ List C5L Type(sec below) 1 �C�C/ No,and Street ! TyP°.� Dcscnpt►on z � - 15 000 it. M 1 C 1n r} xUnrtictod d BFami s tl cu r_rJ ram. `7 a `1 - �ry �U '�" � esm amp wellin ty � �� R :R ctod 1 D C�y/To%vn,-State,ZIP tw tm y iMaw RC i Roofing Covering a _ ti WSV Window and Sidra V WE '`�. 1 zo _ SF x !Solid Fuel Burning Appliances � kw % R Z �1 sInsulation ». fiel hone Email address i D !Demolition e Rtgistered home Improvement Contractor(HIC) �g R ' ; ExpirationDate . H( C�h HIC Registration"Number p y Warne or H1C R i tram Name No an Street g Email address " .,. - & M t.. � 'S` "4 ` sao :.. a fir" w * , a .,,;• ,�' ` Ctt fro late ZIP .. Tel hone. SECTION 6: WORKERSIZOMPENSATION,IN"SURANCE AFFIDAVIT(M G.I.=c 152 § 25C(9) , Workers Compensation Insurance affidavit`muit be�compleied and submitted with taus application..-Failure o provde e N t this affidavit will result in the denial of,thc Issuance:of the building permit. _ r : Signed Affidavit Attached? Yes ,..yiNo ., I3 q s _r , 4 SECTION 7a:OWNER AUTHORIZATIONXO BE COMPLETED WHEN OWNER'S AGENT OR'CONTRACTI APPLIES FOR BUILDINGA--MIT .' 1,as Owner of the subject property,hereby authorise c 5 1 . - _ ` to act oil tray behalf,in all matters relative to work authorizod by this bwldwg permrl applications AIL b Print Owen' 's Name( leetronic Sign . SECTION 7t:OWNER'OR AGENT DECLARATION ;: - . By entering my name below,I hereby attest underthe pains and penalties of perjury that all of the tnfortnat on An k contained in this application is true and accurst o the best of my bowledge and understanding + VYZr'k _ y Print Ortimer s or A hori7ed Agegt's N iro' is ignature)£„ g Date A. An Owner wbo obtains a building permit t6'do_his/her own work,6i-an owner vi ho hires'"ati'unregistcred contractor ° " (not registered in the Home'lmproveme:nt Contractor(141G)ProgtBm),will&jhave access to the arbitration x , p program or guaranty fund under M G.L:c 142A Other{important infoimanon on the HIC Program can be found at www.mass.eov/oc'lnformation on'the�Construction Supervisor lacense_can be'found ate' .n ass36o/dps ' �2. ,When substantial work'is planned,provide the Wforrnation below, ' 'a" {` F� ' Total floor area`(svft j� (including garage,finished basement/attics,decks orporch) A. Gross living area(sq.It,) Habitable room count . Number of fireplaces 4 Nwgber of bedrooms : ` ` Numbei;of bathrooMs Q '° Numbefiif half/t aths '4 -4. t a� N Type of heating system� � s ;Number.of decks/porches Type of cool,ung system - F�cl used n , tea. .�. - , "Total Project Square Footage"Lmay_be substituted for"Total Project Cgs!" a CALCULATION SUMMARY Project Name: RENOVATED RESIDENTIAL BUILDING Project Location: 107 BRIDGE STREET y Drawing No.:4807 City: SALEM, MA 01970 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name, (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 1 Demand(HW) . RES 13R 326 175.2 Required 0.056 13.5 18 4 100 29.3 55.5 2 Demand(HW) ORD HAZ I 1282 605.7 Required 0.15 10.3 18 17 250 8.1 74.6 OF ti1gSs,9�y �o JASON M.C. G g KAHAN FIRE PROTECTIONCn o.4838 -o Q O� FO/STEP S/ONAL ti File:107 BRIDGE STREET-FP.dwg Date 3/26/2019 Copyright©2002-2012 Tyco Fire Protection Products Pagel HYDRAULIC CALCULATIONS for Job Information Project Name:RENOVATED RESIDENTIAL BUILDING Contract No.:4807 City: SALEM, MA 01970 Project Location: 107 BRIDGE STREET Date:3/25/2019 Contractor Information Name of Contractor: TO BE DETERMINED Address: City: Phone Number: E-mail: Name of Designer: JFP SOLUTIONS,INC. Authority Having Jurisdiction: SALEM FD Design Remote Area Name 1 Remote Area Location THIRD FLOOR UNIT Occupancy Classification RES 13R Density(gpm/ft2) 0.056 Area of Application(ft2) 326 Coverage per Sprinkler(ft2) 324 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 175.2 Required Pressure at Source(psi) 55.5 Type of System Wet Volume-Entire System (gal) 298.3 gal Water Supply Information Date 8/17/2014 Location 87 BRIDGE STREET Source W1 Notes THIS CALCULATION INCLUDES THE AREA PROTECTED BY THE HMD 4 RESIDENTIAL SPRINKLER HEADS ON THE THIRD FLOOR File: 107 BRIDGE STREET-FP.dwg Date 3/26/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 Job: RENOVATED RESIDENTIAL BUILDING CLOSETS(TYPICAL) Cal ulation results for Design Area 2 -BASEMENT Calculation results for Design Area 1 -THIRD FLOOR UNIT SPRINKLER HEAD LOCATIONS HAVE NOT BEEN COORDINATED FREEZE PROTECTION Address: 107 BRIDGE STREET SPRINKLER CONTRACTOR SHALL TAKE MAX. HANGER SPACING This system as shown on TO BE DETERMINED company print no dated 3125/201 system as shown Dn TO B D RMINED company rn no dated 3R5/20t WITH CEILING-MOUNTED FIXTURES.INSTALLING SPRINKLER PRECAUTIONS WHEN INSTALLING City: SALEM State: MA Zip ostal Code:01970 for RENOVATED RESIDENTIAL BUILDING at 107 BRIDGE STREET for RENOVATED RESIDENT44L BUILDING al 107 BRIDGE STREET NOMINAL PIPE SIZE(IN) EXCEPT WHERE SPECIFIED IN SECTION contract co 4807 Is designed to discharge at a rate of 0.15 gpmW(Umin/m')d finer area over contract no 4807 Is de*ned to discharge at a rase of 0.05 gpmfW(Lhdnlmq of floor area over CONTRACTOR SHALL COORDINATE WITH ELECTRICIAN AND THE BUILDING OWNER IS RESPONSIBLE FOR PROVIDING HEAT IN ALL Contract#: 4807 Data: JFP SOLUTIONS, PIPE ) 6.6.4(NFPA 13R,2013 EDITION), a maximum area of 1282 IF when supplied with water at a rate of 355.7 gpm at 74.6 SPRINKLER PIPING IN JOISTS ON TOP pp �sl at the base of the user. a maximum area of 326 fP when supplied with water at a rate of 75.2 gpm at 55.5 ps1 at the base of ttha riser. LOCATE SPRINKLERS AT LEAST 36'FROM THE CENTER OF ANY AREAS CONTAINING SPRINKLER PIPING AND HEADS TO PREVENT PIPE Contractor. TO BE DETERMINED Designer. JFP SOLUTIONS,INC. TYPE 1 %4 V2 2 v• 4 6 8 SPRINKLERS SHALL NOT BE REQUIRED Hose stream allowance of Is Included In the atwve. Hose stream allowance of Is Included In the above. FLOOR. GENERAL CONTRACTOR SHALL �2-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 IN CLOTHES CLOSETS,LINEN CLOSETS, Ocrztpancy dassMt S=ORD HAZ I Number of heads CEILING-MOUNTED FIXTURE,IN ACCORDANCE WITH THE FROM FREEZING.ANY AREAS THAT RA/SE CONCERN WITH REGARD TO Address: SCH 10,40 STEEL 1 flovkg:17 Occupancy aassrncanDn: RES 13R Number of hoods flowing.4 BE REQUIRED TO INSTALL SUFFICIENT Clly. State: ZJp/Postal Code. UL usTED CPVC 6;-0 6-6 7-o a-o 9-0 AND PANTRIES THAT MEET ALL OF THE Commodity classification: System Type: wet Commodity dassMcatbn: Systam Type: wet REQUIREMENTS OF NFPA 13R WHILE MAINTAINING THE MAXIMUM INSULATION TO MAINTAIN 40-DEGREES FREEZING POTENTIAL SHALL BE BROUGHT TO THE ENGINEER'S FOLLOWING CONDITIONS: Ma*num storage height Maximum velocity 37.87 ft/s Maximum sto age height- Madman sty: 12.28 R/s DISTANCES FROM WALLS INDICATED ON THIS DESIGN. ATTENTION,IN WRITING,PRIOR TO INSTALLATION.JFP SOLUTIONS, IN ALL AREAS WHERE SPRINKLER PIPING Phone: Fax: Email: Storage arrangement: Storage arrangement ADDITIONAL SPRINKLERS REQUIRED DUE TO INABILITY TO MEET AND HEADS ARE INSTALLED INC.AND THE ENGINEER OF RECORD TAKE NO RESPONSIBILITY FOR 36' MAX.FOR 1"qA foAn Ault 46• MAX.FOR 1 1/4'DIA. THEN EXTEND HERE Flow from MoRadt sprinider°: 0 gpm Pressure Required at Source: 74,6 pel now from In Rack sprinWers: 0 gpm Pressure Required at Source: 55.5 pal OBSTRUCTION CRITERIA SHALL BEAT THE OWNERS EXPENSE. App g r1ty: SALEM FD 'I 1)THE AREA OF THE SPACE DOES NOT eo• MAx.FGR t 1/2•DIA.OR LARGER \ Flow tram Overhead springers: 355.7 gpm Pressure Avalable at Source: 82.7 Flow 8om Overhead sprinklers: 75.2 gpm Pressure AvaWde st Souroee 84.e DAMAGES CAUSED BY FREEZE-UPS OF THE SPRINKLER SYSTEM, EXCEED 24 SF Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 8.1 p5i -Flaw from Inside Hoses: 0 gpm Surplus Pressure at Source: 99.3 Design Defaults Standards: NFPA 13R (1�' GTE o- a ti 2)THE LEAST DIMENSION DOES NOT Flow from Outside Hosea 0 gpm Flow from Outside Hoses: 0 gpm Default Sprig She. 1 Default Drop Size: 1 DISTANCE 13ETIAEEN-.ISTARTERPES EXCEED 3 FT Other fixed flows; 0 GPM Other&ad flows: 0 gpm Default Sprig Material: CPVC Default Drop Material: CPVC SHALL NOT EXCEED 66t'ORHLEn NO X MAINPIHGR 3 THE WALLS AND CEILINGS ARE Total low in system pow. 355.7 gpm Total lbw In system piping: 75.2 gpm Default Sprig Elevation: 0 Default Drop Elevation: 0 Aeow TABLE oMlssoNS aLLowm SURFACED WITH NONCOMBUSTIBLE Additional flow al/beyond source: 250 slpr+ Addltlanal low at/beyond source: 100 Dom IF GREATER THAN 36'MAX FOR 1"DIA OR LIMITED-OOMBUSTiBLEMATERIALS Tots Iof all rowma 605.7gpm Total da111owr 175.2gpm IF GREATER THAN 48-MAX.FOR i 1/4'VIA. AS DEFINED IN NFPA 220. D@Sign Area 1 Wet System IF GREATTER THAN 60'FOR 1 1/2-DIA.OR LARGER NOTE.WHEN MECHANICAL EQUIPMENT THIRD FLOOR UNIT FIRE PROTECTION NARRATIVE/NOTES: OR LAUNDRY MACHINES ARE PLACED Demand Calculations using tiazerl-Wlliams Method IN THE CLOSET.THE CLOSET IS NO Occupancy Classification: RES 13R THE PURPOSE OF THIS FIRE PROTECTION DRAWING AND THE ASSOCIATED HYDRAULIC CALCULATIONS IS TO INDICATE THE PROPOSED LONGER CONSIDERED ACLOTHES Design Area Dens RESIDENTIAL SPRINKLER SYSTEM TO BE INSTALLED WITHIN THE RENOVATED MULTI-UNIT'BUILDING?OCATED AT 107 BRIDGE STREET IN CLOSET,LINEN CLOSET,OR PANTRY, Sig Density: 105 SALEM,MASSACHUSETTS. SO THE EXCEPTION OF 6.6.315 NO Additional Outside Hose: 100 LONGER VALID AND SPRINKLERS MUST Design Area Size: 326 BE INSTALLED. Notes:THIS CALCULATION INCLUDES THE AREA Bedroom Bedr°°m THIS EXISTING BUILDING IS COMPRISED OF A BASEMENT, FIRST FLOOR,SECOND FLOOR.AND THIRD FLOOR AS INDICATED ON THE Bad.cw,,. �"'°°'" ARCHITECTURAL DRAWINGS.INTERIOR MODIFICATIONS TO THE LAYOUT WILL CONVERT THE BUILDING TO 4 RESIDENTIAL UNITS.THE PROTECTED BY THE HMD 4 RESIDENTIAL �y BASEMENT WILL CONTAIN UTILITY AND STORAGE SPACE FOR THE BUILDING OCCUPANTS- ® I ' ® SPRINKLER HEADS ON THE THIRD FLOOR 3--d+t 6-10 THIS RESIDENTIAL SPRINKLER SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13R(2013 EDITION)FOR A RESIDENTIAL BUILDING UP TO 4 STORIES IN HEIGHT AND NOT EXCEEDING 12,000 GROSS SF. 1 Y2'RISER UP FROM GROUND 1 Yi RISER UP FROM GROUND LEVEL AND UP TO THIRD _ LEVEL AND UP TO THIRD THE SPRINKLER CONTRACTOR SHALL FOLLOW THE LATEST REQUIREMENTS OF NFPA 13 AND 13R(2013 EDITION),MASSACHUSETTS STATE (VERIFY LOCATION IN-FIELD) $ (VERIFY LOCATION IN-FIELD) BUILDING CODE AND SALEM FIRE DEPARTMENT REQUIREMENTS. ILI THIS SYSTEM WILL BE SUPPLIED BY A NEW 2"COPPER SERVICE,TAPPED OFF THE EXISTING WATERAIA1N ON ARBELLA STREET.THE 2" SERVICE SHALL BE INSTALLED,FLUSHED AND TESTED IN ACCORDANCE WITH THE REQUI REMENTS OF NFPA-24 BY A LICENSED ® emnm«t St I 1 ® 6 to �i 6� UNDERGROUND CONTRACTOR AND WILL ENTER THE BASEMENT AS INDICATED ON THIS DRAWING. 4 110 16 B°cnro°" �� 4 aem 1 z-n stalra ' s 4dn ' OTHE SYSTEM HAS BEEN HYDRAULICALLY CALCULATED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13R,INCLUDING THE FOURHYDRAULICALLY MOST DEMANDING HEADS IN A SINGLE COMPARTMENT BASED ON THE REQUIREMENTS OF THE SPECIFIC SPRINKLER HEAD '' I AND THE SPACING USED IN THIS DESIGN(18'x18'REQUIRING A MINIMUM OF 18 GPM @ 13.l5 PSI).THE BASEMENT HAS BEEN CALCULATED AS ' �0 AN ORDINARY HAZARD GROUP I OCCUPANCY PER NFPA 13 REQUIREMENTS FOR AREAS OUTSIDE LFANG SPACES.REMOTE AREAS, do 1 S3 _RE wo DENSITIES AND HOSE STREAM ALLOWANCES ARE INDICATED ON THIS DRAWING.SYSTEM DEMANDS HAVE BEEN COMPARED TO HYDRANT 1 FLOW DATA OBTAINED FROM THE WATER DEPARTMENT.COPIES OF THE CALCULATIONS HAVE BEEN SUBMITTED WITH THESE DRAWINGS TO THE SALEM FIRE AND BUILDING DEPARTMENTS FOR REVIEW. q M Bed Dom r Bedroom r Untt 4 INSTALLATION NOTES: 00 00 Kttthen Kitchen - ® © IA 0edroom ' ALL WORK SHALL BE PERFORMED BY A MASSACHUSETTS LICENSED SPRINKLER CONTRAhCTOR.THE SPRINKLER CONTRACTOR SHALL ® � edroom O O 1-6 4-7 FOLLOW THE LATEST REQUIREMENTS OF NFPA 13R(2013 EDITION),MASSACHUSETTS STATE BUILDING CODE(9TH EDITION)AND THE O O 1-e m 4-7 SALEM FIRE DEPARTMENTS. - O ® ® 1 O � O THE ARCHITECTURAL BACKGROUND OF BUILDING MAY DIFFER SLIGHTLY FROM ACTUAL iLAYOUT.DRAWINGS ARE NOT INTENDED TO � ' S � � d5 ' + o d' , r� �`+ , �o , , ,i. y'" + yho t7o 1+ 1 c7o SHOW ALL OFFSETS AND PIPING ELEVATION CHANGES.CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS PRIOR TO FABRICATION. of b 7-11+ -1 Bht 5-7 Urals : - : 7 - 1-412 7-111 t CONTRACTOR SHALL HYDROSTATICALLY TEST ALL SPRINKLER PIPING AT 200 PSI FOR 2 HOURS AND IS RESPONSIBLE FOR THE COMPLETION OF ALL ABOVE GROUND TEST CERTIFICATES,SUPPLIED TO THE OWNER. do S4 F ALL PIPING INSTALLED ON THE FIRST,SECOND AND THIRD FLOORS SHALL BE UL LISTED(CPVC SPRINKLER PIPING.ALL PIPING INSTALLED ; WITHIN THE BASEMENT UTILITY SPACE SHALL BE BLACK STEEL PIPING.ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13(2013 EDITION)AND ALL MANUFACTURERS INSTALLATION RECOMMENDATIONS.ALL PIPING SHALL BE PITCHED TO DRAIN WITH LOW-POINT DRAINS AT SECTIONS OF PIPING SUBJECT TO WATER TRAPPING.SPRINKLER CONTRACTOR SHALL PROVIDE INSULA77ONPROTECTIMG SPRINKLER PROTECTIVE PLATES WHERE CPVC PIPING IS RUN THROUGH STUDS TO PREVENT PUNCTURING OF THE SPRINKLER PIPING DURING PING N PP R LO RDETAIL O I DRYWALL INSTALLATION AS REQUIRED BY NFPA STANDARDS. ®1 INrrglDsras I Nch 10s_All ® ® LNt,yrDed^v O t Subs o-tt urr a ALL SPRINKLER HEADS THROUGHOUT THE UPPER LEVELS WILL BE RESIDENTIAL PENDENT HEADS.ALL SPRINKLER HEADS WITHIN THE 1nR2 J, BASEMENT LEVEL WILL BE QUICK-RESPONSE COMMERCIAL UPRIGHTS.ALL HEADS SHALL BE INSTALLED IN ACCORDANCE WITH THE Baa m MANUFACTURER'S REQUIREMENTS AND THE REQUIREMENTS OF NFPA 13(2013 EDITION)- M Bathroom THE BUILDING OWNER IS RESPONSIBLE FOR MAINTAINING THIS SPRINKLER SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA Ul? ® ' PROVIDE QUICK-RESPONSE 25,INCLUDING THE PROVISION OF HEAT IN ALL AREAS CONTAINING SPRINKLER PIPING AND HEADS TO PREVENT PIPE FROM FREEZING. 3 0+= RESIDENTIAL PENDENT SPRINKLERS IN ANY AREAS THAT RAISE CONCERN WITH REGARD TO FREEZING POTENTIAL DURING INSTALLATION SHALL BE BROUGHT TO THE 7D ALL LOCATIONS INDICATED(TYPICAL K-4.9,MAXIMUM SPACING:18'x18' _ ATTENTION OF THE ENGINEER IN WRITING PRIOR TO BEING INSTALLED.JFP SOLUTIONS,INC.AND THE ENGINEER OF RECORD TAKE NO MIN REQ:18 GPM{a7 13.5 PSG ' RESPONSIBILITY FOR ANY DAMAGES CAUSED BY FREEZE UPS. TAIBLE6.1o.6.12 SECOND LEVEL SPRINKLER LAYOUT THIRD LEVEL SPRINKLER LAYOUT WOOD JOIST CONSTRUCTION POSITIONING OF SPRINKLER TO AVOID CEILING' OBSTRUCTION TO DISCHARGE SCALE:Y4'-1'-0' SCALE:%'-1'-0' MAXIMUM ALLOWABLE DISTANCE DISiwCE FROM SPRINKLERS OF DEFLECTOR ABOVE BO7TOIA I TD SIDE OF OBSTRUCTION OF OBSTRUCTION ONCHES) - _ (A) (B) OBSTRUCTION PROVIDE QUICK-RESPONSE LESS THAN I Fr D A UPRIGHT SPRINKLERS MAINTAIN NFPA 13 1'-0•TO LESS THAN r-6• 0•-0• THROUGHOUT BASEMENT �St rfrNL OBSTRUCTION GYPSUM BOARD 1'-6•TO LESS TrMN 2'-0' 0'-1• ��a,o�72(A) STORAGE/UTILITY AREA.ALL CONCEALED CEILING ON WOOD 2'-0'TO LESS THAN 2'-6' V-1" PosmoNfNG OFSPRIN LERSTOAVCro PIPING WITHIN BASEMENT LEVEL SPRINKLER (NFilL1 STRAPPING OBSTRUCTION TO DISCHARGE HEAD(K�4.') � 2'-6'To LESS THAN s-0" 0'-1. TO BE BLACK STEEL. main elec TYPICAL Y-0•TO LESS THAN 3'-6' °'-3' 3-6•TO LESS THAN 4'-0• °'-3• - 1 Y'RISER UP TO GROUND LEVEL SeIVICe 4'-0'To LESS THAN 4'-6" 0'_5• (VERIFY LOCATIONS IN-FIELD, CPVC MAIN LOCATED WITHIN 4'-6•TO LESS THAN 5'-0' 0'-7' - _ TRANSITION TO CPVC ONCE 2 Y2'AMES C200 BACKFLOW PREVENTER 14VAC SOFFIT FEEDING 5-0•ro LESS THAN s-s• 0'-7• LEAVING ORDINARY HAZARD WITH BALL VALVES,2-1/2'STRAIGHT-PIPE eodroa.r M Bedro°m RISER WITH 1'COMBINATION TEST& JOtS4T H ANN LOCATEDNeTNw DRAIN VALVE PIPED TO BUILDING JOIST CHANNELS(TYPICAL) 5-s-ro t.Ess Two s'-0• °•-Y BASEMENT AREA,TYPICAL) 6'-0'TO LESS IKAN 6'-6. 0'-g• s-e•TO LESS THAN T-0' o'-u• 10 1 e+, a-st e a EXTERIOR AND 2Y2 FIRE DEPARTMENT 1 Y2'RISERS UP FROM BASEMENT ® 3-7 ""2-+ g-D r-o'AND GREATER 1•_2• CONNECTION FEED WITH CHECK VALVE (VERIFY LOCATIONS IN-FIELD) TYPICAL RESIDENTIAL PENDENT SPRINKLER INSTALLATION AND BALL DRIP(SEE DETAIL,THIS SHEET) NOT TO SCALE NFPA 13 TABLE 8.10.6.1.2+FIGURE 8.10.6.12(A)RESIDENTIAL - PENDENT AND UPRIGHT SPRAY SPRINKLERS heirs M Bemro°m _ z-t A® g s e a-s 4, - 1�1 t-o l0-1 f 157 158 - 1 12 1-1 FLECTR;C BELL N^Ttl 1 155 ®H,u O v 1 BAG-,_FP-BOX(WIRED 1 BY OThFR5) O S17 1 - j, 2'x 2'•0 GAI_A;THE BY / S10 1 001 O TtID)TIIROUGh WAL'_WITtI 45'F_L AND WAIL PLATF 2y'x2-0 GA-VI Xf117BY 1� 130 Bas Iont 128 227 126 125 124 1 152 GROOVE)ThROUGl1 WALL Ilk ^ �h ry ' �h �y �y , 2'FIRE SERVICE FROM LMr*r Da-a,D ® 7-e Kh°h- o- e e o 4-0 3-0 2 7-6 2-VII 4-rt 1-at 1- 2-4 MUNICIPAL WATER MAIN A a Bedrodn If 2pS'GRWVeD 133 �' b � J Basement i� (DESIGNED AND INSTALLED u 1 41+ ® W ChEC.0 WITH s+t sta PER NFPA 24 BY OTHERS) 7-Vt z-rt s rt s z SING'..E IN FT 2.1/2'FIRE 1 2 'SYSTIT4 TF7 BALL TRIP pCOOR7INAT�Tti LOCAL ID S15 rt 1 1 D '� uz gam .'RIORTOIN5TAL)ADON) j W 2�'STRAIGHT PIPE m5FR %MT11 r--TAW 5WtTCH, ,, S7 S11 St S PRF55l:P,F GAUGE AND �^ CONBiNAT:ON TF5T 4 DRA:N i23 co d 2'DRAIN PIPfD TO AV E5 C200 FXFRIOR_ sto ace `,A z 9ACKI LOW''r2EVtNTEK a 4 I WITH fn4orino�D Design Area 2 Wet System O O 3UTTERf LY VA:.VrS) Qj' BASEMENT IF el ec. As m 0 0 y ae °® ® Demand Calculations using Hazen-Williams Method g _ ® ' Occupancy Classification: ORD HAZ I ,4 Q s air. 6, 7° Design Area Density: 0.15 _ 0411 Additional Outside Hose: 250 LI 19 Dining 25r 2Yj"VIC-FLANGP_ L= .I Design Area She: 1282 ss ' zr Notes:THIS CALCULATION INCLUDES THE HMD p 2Yi"GROOVED Tom`wrrh CAP r 3 0 -It S21 (roK rORWARD FLOW TE5TWG 1282 SF OF UTILITY SPACE WITHIN THE iowl Of BACKPLOW) t BASEMENT LEVEL PKO.'05FD 2'FIRF 5FKV:C` PROVIDE 2Y2'SINGLE-INLET FIRE ;fNSTALLrD,rLU5hFD.T15rf;4 CLrr DEPARTMENT CONNECTION(TYPE TO W IGHT,13Y OThER5) AND FINAL LOCATION TO BE VERIFIED RISER DETAIL BASEMENT LEVEL SPRINKLER LAYOUT , WITH SALEM FIRE DEPARTMENT GROUND LEVEL SPRINKLER LAYOUT SCALE:Ye-1'-0' PRIOR TO INSTALLATION) SCALE:A'-1'-C SCALE:NOT TO SCALE DESIGNED BY: REVISIONS HEAD BLOCK SPRINKLER SYSTEM S DATE DESCRIPTION BY �---- ---� NEW AUTOMATIC 13R SPRINKLER SYSTEM PERMIT SET ]FP SOLUTIONS INC sYM CNT POSITION FINISH TEMP K NPT MFG. MODEL# TO BE DETERMINED RENOVATED RESIDENTIAL BUILDING PERMIT N0. HOFM4sf90 FIRE PROTECTION CONSULTING SERVICES CONTRACT NO. 4807 "N M.C. yN ® 57 RES PENDENT WHITE 155 4.90 1/2" GLOBE GL4906 KANAN m E O w P.O.Box 1234 .4 1 RES SIDEWALL WHITE 155 4.40 1/2" GLOBE GL4431 107 BRIDGE STREET APPROVAL SALEM FD $ FIRE PROTECTION w Lynnffeld, Massachusetts 01940 ® 27 Q/R UPRIGHT WHITE 155 5.60 1/2" GLOBE GL5615 SPRINKCAD DRAWN BY T. JENKINS orsP a�`P Telephone:(781)389-7999 SALEM, MASSACHUSETTS SCALE 1/4'=1'-0" SIDNAL E-Mail: TDJFPI @Yahoo.Com UL LISTED CPVC SPRINKLER PIPING DATE 3/25/2019 N BLACK STEEL SPRINKLER PIPING SPRINKLER CONTRACTOR PROJECT ADDRESS REVISED PLOTTED FP 1 of 1