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8_Fire Protection
SHUT-OFF VALVE W/ TAMPER SWITCH CHECK VALVE PRESSURE GAUGE WATERFLOW SWITCH FIRE PROTECTION RISER (FPR) I - REFER TO DRAWINGS FOR SIZES TO SPRINKLERS DRAIN PIPING SPRINKLER DRAIN & TEST STATION TO BE TESTMASTER MFG. BY GEM MODEL F-350 DRAIN RISER (DR) - REFER TO DRAWINGS FOR SIZES FLOOR CONTROL VALVE STATION [FCVS] SPR ALARM BELL 4"STORZ FDC PC DR 2" ce TO DRAIN SEE PL DWG FIRST FLOOR CEILING TO SPR MAIN WIRE TO FIRE ALARM PANEL 6"CHECK VALVE W/BALL DRIP PC _7-4" LOW PRESSURE SWITCH TO SPR SYSTEM 4 / FLOW SWITCH /- WET PIPE ALARM CHECK VALVE WITH 2" MAIN DRAIN ALARM CHECK VALVE WITH CONNECTIONS TO SYSTEM DRAIN AND RETARD CHAMBER TO FLOW SWITCH. FLOW SWITCH TO BE WIRED TO AUDIBLE ALARM THROUGH FACP. OS&Y W/TAMPER SWITCH 6"VERTICAL DOUBLE SANITARY CHECK VALVE WILKINS 6-350-ABGVIC 6"OS&Y W/TAMPER SWITCH 8"OS&Y W/TAMPER SWITCH NEW 6"FIRE SERVICE FIRE PROTECTION SERVICE DETAIL SPR Y SIDEWALL SPRINKLER HEAD W/GUARD SIDEWALL SPRINKLER -- HEAD W/GUARD 6PR 1 1 1 UPRIGHT SPR HEAD UPRY D SPF1 SIDEWALL SPRINKLER HEAD W/GUAR2 < N.T.S. N.T.S. 1 ' ' 1 SIDEWALL SPRINKLER HEAD W/ GUARD-� NOTES: 1- SPRINKLER HEAD GUARDS TO BE INSTALLED AT ALL SIDEWALL HEADS. COORDINATE ALL SPRINKLER HEAD LOCATIONS W/ CAR STACKER MANUFACTURER. 2- MOUNTING AND SECURING PIPING TO CAR STACKER STRUCTURE TO BE COORDINATED WITH CAR STACKER MANUFACTURER. 2 TIER VEHICLE CAR STACKER PUZZLE SPRINKLER DETAIL - PREFERABLY FROM END OF REMOTE BRANCH LINE TEST VALVE IN READILY ACCESSIBLE LOCATION II NOT LESS THAN 4 FT. OF EXPOSED TEST PIPE IN WARM ROOM BEYOND VALVE WHERE PIPE EXTENDS THROUGH WALL TO OUTSIDE. WET SYSTEM TEST CONNECTION DOUBLE NUTS -TYPICAL BOLT WASHER ROD & NUT-' CLAMP- CLAMP PIPE 90' � a 11 / CAR STACKLER PIT NUT INSIDE BUILDING END VIEW OF - PIPE WITH 2 CLAMPS BLANK FLANGED END CONTINUED BY OTHERS A A A• A SMOOTH BORE CORROSION -RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER 45° ELL N.T.S. HEAVY DUTY UNDERGROUND PIPE CLAMP (FOR CLASS 52 DUCTILE IRON PIPE) WITH RODS, WASHERS & DOUBLE NUTS. RODS TO BE SLEEVED OR DRILLED THROUGH WALL & DOUBLE NUTTED. COAT ALL BURIED STEEL COMPONENTS WITH HEAVY COAT OF BITUMASTIC PAINT AFTER ASSEMBLY. GRADE BUILDING WALL =u-1r n-u MIN. 5' COVER FLEXIBLE COUPLINGS C. L. D. I. 2'-6" MAX WATER SERVICE UPRIGHT SPRINKLER HEAD 1" X i" REDUCER 1" NIPPLE 1" BRANCH TEE BRANCH LINE SPOOL PIECE -FLANGE X PLAIN END WATERTIGHT SLEEVE CADMIUM PLATED THREADED RODS -TOUCH UP W/CADMIUM COATING AFTER INSTALLING CLAMPS, NUTS & BOLTS FLANGED END SPOOL PIECE JOINED TO FLANGED ELBOW GALVANIZED STEEL PIPE CLAMP W/EXTENDED EARS MINIMUM SIZES FOR CLAMPS, RODS, BOLTS & WASHERS PIPE DIA CLAMPS RODS BOLTS WASHERS 6" 1 /2"x2" (2)5/8" 5/8" 5/8"x3" 0 NOTE: APPLIES TO FIRE SERVICE DETAIL OF FIRE SERVICE THROUGH FOUNDATION WALL a • SPRINKLER DESIGN DENSITIES N.T.S. / 1" DRIP NIPPLE 1Xi" REDUCER CONCEALED SPRINKLER HEAD (OF TYPE SPECIFIED) TYPICAL FOR AREAS WHERE SPRINKLERING ABOVE AND BELOW CEILING IS REQUIRED. SPRINKLER HEAD DETAIL CONSTRUCTION : PARTLY COMBUSTIBLE - NEW BLDG STEEL AND WOOD CONCRETE DESIGN NFPA 13 2013: LIGHT HAZARD, ORDINARY HAZARD G2 RESIDENTIAL : LIGHT HAZARD .10 GPM / 1500 SQ. FT. + 100 GPM HOSE PARKING AREA : ORDINARY HAZARD GROUP 2, .20 GPM / 1500 SQ. FT. + 250 GPM HOSE PARKING STACKERS : ORDINARY HAZARD GROUP 2, .20 GPM / 1500 SQ. FT. + 250 GPM HOSE MECHANICAL/STORAGE AREAS : ORDINARY HAZARD GROUP 2 .20 GPM / 1500 SQ. FT. + 250 GPNI HOSE COMMERCIAL RETAIL LIGHT HAZARD .10 GPM / 1500 SQ. FT. + 100 GPM HOSE LIST OF FIRE PROTECTION DRAWINGS FP0.1 FIRE PROTECTION LEGEND, NOTES, SCHEDULE & DETAILS FP1.0 FIRE PROTECTION BASEMENT FLOOR PLAN FP1.1 FIRE PROTECTION FIRST FLOOR PLAN FP1.2 FIRE PROTECTION SECOND FLOOR PLAN FP1.3 FIRE PROTECTION THIRD FLOOR PLAN FP1.4 FIRE PROTECTION FOURTH FLOOR PLAN FP1.5 FIRE PROTECTION FIFTH FLOOR PLAN FP1.6 FIRE PROTECTION SIXTH FLOOR PLAN FP1.7 FIRE PROTECTION ROOF PLAN HYDRANT FLOW TEST DATE 11-20-2018 LOCATION FEDERAL STR, SALEM, MA STATIC 76 PSI RESIDUAL 71 PSI FLOW 869 GPM SPR F DR PC FDC 0 FIRE PROTECTION LEGEND SPRINKLER PIPING FIRE MAIN DRAIN PIPING PUMPER CONNECTION FIRE DEPARTMENT CONNECTION PIPING PIPE UP PIPE DOWN PIPE DROP OS & Y GATE VALVE CHECK VALVE ALARM CHECK VALVE BALL VALVE ALARM BELL SIAMESE FIRE DEPARTMENT CONNECTION PRESSURE GAUGE FLOW SWITCH FIRE DEPARTMENT VALVE (FDV) FIRE DEPARTMENT CONNECTION (FDC) SPRINKLER FLOOR CONTROL VALVE STATION (SFCVS) SPRINKLER HEAD GUARD HIGH TEMPERATURE SPRINKLER HEAD FIRE PROTECTION NOTES BASIS OF DESIGN: CITY OF SALEM FIRE DEPARTMENT, MASSACHUSETTS STATE BUILDING CODE 9TH EDITION, NFPA 13-2013 & 14-2010. SPRINKLERS SYSTEMS, INCLUDING UNDERGROUND WORK, SHALL BE INSTALLED BY A LICENSED SPRINKLER CONTRACTOR WITH LICENSED SPRINKLER FITTERS. 1.2. NEW UNDERGROUND FIRE MAIN SHALL BE TESTED IN ACCORDANCE WITH NFPA-25, 2010 EDITION. 2. SPRINKLER SYSTEM 2.1. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS OF THE BUILDING, INCLUDING ROOMS CONTAINING ELECTRICAL EQUIPMENT. (EXCEPT ELEVATOR MECH. RM.) 2.2. THE SPRINKLER SYSTEM SHALL BE SIZED BASED ON HYDRAULIC CALCULATIONS THAT PROVIDE A MINIMUM 10 PSI SAFETY MARGIN. 2.3. THE SPRINKLER SYSTEM SHALL BE AN AUTOMATIC WET TYPE SYSTEM FOR ENTIRE BUILDING EXCEPT GARAGE WHICH WILL BE DRY SYSTEM. 2.4. THE AUTOMATIC WET AND DRY SPRINKLER SYSTEMS SHALL BE MONITORED BY AN ALARM CHECK VALVE LOCATED IN THE MECHANICAL ROOM. 2.5. THE SPRINKLER SYSTEM FOR GARAGE, SHALL BE DESIGNED FOR ORDINARY HAZARD, GROUP 1 OCCUPANCY. DESIGN DENSITY SHALL BE 0.15 GPM/SQ.FT. OVER THE ENTIRE AREA 3. PIPE HANGERS TO BE INSTALLED IN ACCORDANCE WITH NFPA-13: 3.1. NO OTHER PIPING OR DEVICES ARE TO BE ATTACHED TO SPRINKLER PIPE HANGING SYSTEM. 3.2. PIPING SHALL BE INSTALLED WITH EARTHQUAKE BRACING IN ACCORDANCE WITH NFPA 13 AND THE MASSACHUSETTS STATE BUILDING CODE. 4. SPRINKLERS: SYMBOL • HT peg 4.1. SPRINKLER HEADS ARE TO BE QUICK RESPONSE 155 DEGREE TYPE UNLESS NOTED OTHERWISE. 4.2. CONCEALED TYPE SPRINKLER HEADS ARE TO BE MOUNTED IN CENTER OF CEILING TILES. 4.3. CONCEALED HEADS IN ALL AREAS ARE TO BE WHITE. DEEP ADJUSTABLE ESCUTCHEONS ARE TO BE USED ADJACENT TO SURFACE MOUNTED LIGHTING. 4.4. SPRINKLER HEADS FOR GENERAL AREAS WITHOUT CEILINGS SHALL BE UPRIGHT TYPE WITH ORDINARY TEMPERATURE RATING. 4.5. SPRINKLER HEADS FOR MECHANICAL AND ELECRTRIC ROOMS WITHOUT CEILINGS SHALL BE UPRIGHT WITH INTERMEDIATE TEMPERATURE RATING. SPRINKLER HEAD SCHEDULE LOCATION RESIDENTIAL DWELLINGS LAUNDRY, MECH. ROOM CORRIDORS, STAIRS ABOVE CEILING SPR HEAD BOILER ROOM ROOF PARKING 4 RAMP (HC) PLUMBING CHASES PARKING GARAGE CAR STACKERS PARKING GARAGE p EC GARAGE RAMP DESIGNATION LOCATION STZ EXTERIOR MANUFACTURER VICTAULIC VICTAULIC VICTAULIC VICTAULIC VICTAULIC VICTAULIC VICTAULIC VICTAULIC VICTAULIC VICTAULIC MODEL TYPE COEFFICIENT CONCEALED V-3806 RESIDENTIAL K 5.6 QUICK RESPONSE CONCEALED CONCEALED UPRIGHT UPRIGHT DRY SIDEWALL SIDEWALL SIDEWALL UPRIGHT SIDEWALL V-3808 V-3808 V-2502 V-27047 V-3609 K 5.6 QUICK RESPONSE K 5.6 QUICK RESPONSE K 4.2 QUICK RESPONSE K 5.6 QUICK RESPONSE K 5.6 QUICK RESPONSE V-2738 RESIDENTIAL K 4.2 QUICK RESPONSE V-2710 V-27047 FIRELOCK V2758 K 5.6 QUICK RESPONSE K 5.6 QUICK RESPONSE K 5.6 QUICK RESPONSE SCHEDULE OF STORZ CONNECTION MANUFACTURER POTTER ROEMER MODEL NO 5795-04-D SCHEDULE OF BACKFLOW PREVENTERS DESIGNATION LOCATION MANUFACTURER MODEL NUMBER DSCV SPRINKLER ROOM WILKINS 6-350-ABGVIC WET PIPE RISER ASSEMBLY I MANUFACTURER MODEL VICTAULIC 747-M-RISER MODULE 705 BUTTERFLY VALVE W/ TAMPER COMMENTS WITH PRESSURE RELIVE VALVE KIT SIZE 6" COMMENTS 1. PROVIDE ENGRAVED "AUTO SPR & STAND PIPE" 2. 4" STORZ x 4" NPT E EDE, INC. MEP/FP ENGINEERS 1185 Washington St. Suite 4 West Newton, Ma. 02465 Tel. (617)-969-7700 Fax. (617)-969-7709 E-Mail. ede@edemep.com COPYRIGHT 2015-EDE Inc ©ALL RIGHTS RESERVED Project #: 4017 U- w CID 0 CC 0 PROGRESS SET CO 0 MAR 22,2019 BUILDING PERMIT SET 246 Walnut Street SCALE: NTS PROJECT#: SALEM, MASSACHUSETTS 01970 URBAN SPACES L.L.C. & DIAMOND & SINACORI L.L.C. DRAWING TITLE: REGISTRATION: DRAWING #: A co O U) U) -c U) U) t13 � 2 O CO E co O LC) Z c0 (13 Cfl CO LO CO ©TISE DESIGN ASSOCIATES, INC 2019 I I II II II I II II I I I I 6" FIRE SERVICE TO BLDG UP r BAS V \T i STA S1 4"FPR 2"DR RISER SFCVS 2Y"FDV SEE DETAIL — FP0.1 R 1 LOW B01 [L C- ROM 302 R CAL SCAL /8" 99 41 U 16'-0" 19 6C SPA 7C 05' 8 C '+l NCO CC _cc CO CC 4.1 r RAM P 110 A ' 5'8 '4DRY SIDEWALL SPR HEAD RAMP UP QQOO77 RAMP UP 10'-0„ C�U/O 1 09099 UP W05 16.55' STEEL BOLLARD — SEE DETA L A/ A1.0 /I 7'-6" I ▪ 7'—F 9 C 10C a a a l"N 26'-5" DPI\ LOWER GARAG a B05 +u51b.78' v 101 — • 0 7' 6 4., 7'—E " 7' 6" 1 11 C 12C 1 C 25C 1 >> 16 26C 27C 1LC 8'-6" V CP\ -xis 6 \G Bo 65 0 5 • LD \G TO R 22T ITT 29F 31 0 4 + 16.05 +1 0>.05' 4 u 7'-6" 15 16 C AI\ 32T 3LT 36T ® 35 33F 116+ 1-1 -*)7f CONCRETE COLJMN BASE DET SEE DETAIL 3/A5.10 TYP. EDD 51 83' 7 6" / 7'6" 7'— 17C 1 18C 3 C C• <e, 4 C AND ABOV- 61BQ 4 4 20 C 7'—E„ N E EDE, INC. MEP/FP ENGINEERS 1185 Washington St. Suite 4 West Newton, Ma. 02465 Tel. (617)-969-7700 Fax. (617)-969-7709 E-Mail. ede@edemep.com COPYRIGHT 2015-EDE Inc ©ALL RIGHTS RESERVED Project #: 4017 w cn O 0 CC 0 ArchitectureSite PROGRESS SET 0 N ›— SCALE: PROJECT#: SALEM, MASSACHUSETTS 01970 MAR 22,2019 BUILDING PERMIT SET URBAN SPACES L.L.C. & DIAMOND & SINACORI L.L.C. C� O DRAWING TITLE: REGISTRATION: DRAWING #: 246 Walnut Street O N O H• OC) N • ti 0 - CO coCD 2 a) 0 N z 617 . 581 . 6601 1"_8,_Or z x 0 0 II 772, ©TISE DESIGN ASSOCIATES, INC 2019 I I I I I II 6" FIRE SERVICE TO BLDG UP r BAS V \T i STA S1 4"FPR 2"DR RISER SFCVS 2Y"FDV SEE DETAIL — FP0.1 R LOW [L B01 4 C ROM/ 302 CAL SCAL o /8" 99 16'-0" 19 6C CAP A 7C NCO co Co , ciT cD 16' r 7- RAP P 110 A 7L 8 RAMP UP QQOO77 1PAMVP UP 10'-0" @ 8 o9 099 STEEL BOLL/,RD - SEE DETA L A/ A1.0 / 9 C 10C C' CO Co 1 101 — U • fi Co (•) 26'-5" 23'- 4GPR LOWER GARAG B05 + 51 b, 7 8' 7' 11 C 8 16.55' / V 7'E / 7'- ) 12C uP �N` V) Co CO Co 15C 23C 25 C 16 26C 27C SIN 0 1 L C -XIS w \G Bo SIN 0 Co LD \G TO R 22T DTT 29T 31 OIL 0 Co w + 16.05 +1 3.05' w 7'-6" • r 8'-6„ v AI\ 32T • +1+6.W.05' 3 T CONCRETE COLJMN BASE DET SEE DETAIL 3/A5.10 TYP. _- ........... 15 16 C 7- 17C EDD 51 c1i 83' , 7 18 C 1 r9C I C' < t- 616g O 10 20 C AND ABOV— / REMOTE AREA 4 GARAGE: OH2 ORDINARY HAZARD GROUP 2 2-0 GPM/1500 SQ.FT— PROTECTION AREA-130 SQ.FT. MAX SPACING 15' N E EDE, INC. MEP/FP ENGINEERS 1185 Washington St. Suite 4 West Newton, Ma. 02465 Tel. (617)-969-7700 Fax. (617)-969-7709 E-Mail. ede@edemep.com COPYRIGHT 2015-EDE Inc ©ALL RIGHTS RESERVED Project #: 4017 W C!) O 0_ CC 0 ArchitectureSite PROGRESS SET 0 N u CD F SCALE: PROJECT#: SALEM, MASSACHUSETTS 01970 MAR 22,2019 BUILDING PERMIT SET URBAN SPACES L.L.C. & DIAMOND & SINACORI L.L.C. DRAWING TITLE: REGISTRATION: DRAWING #: 246 Walnut Street O co 0 co CO 0 co 2 a) 0 N z X CO 00 I C0 617 . 581 . 6601 iN_8,_Or z x 0 0 II 772, FPI ED is FL ©TISE DESIGN ASSOCIATES, INC 2019 r1 %F `J 4"FP 2"DR RISE SFCV 2 Y"FDV ►i DOUBLE CHECK BACKFLOW ASSEMBLY AND MACV SEL DETAIL -DWG F0.2 6" FIRE SERVICE TO BLDG 4"CHECK VALVE 3 5.18' 41 LIFT_ L2 W /LI FT- • /LIFT_ 45o W /LIFT r \ 46 W/LIFT. \ 47 W/LIFT_ FDC 4"STORZ EL. ALARM B V SSA . • • TRASH // r/1 • 104 // 0 / \ / GARAGE: EH1 EXTRA HAZARD GROUP .30 GPM/2500 SQ.FT PROTECTION AREA-10 MAX SPACING 10' • GA', AG 08 + 497 +224. 97 DRY SIDEWALL SPR HE DI I / 8 99 0R1 w c- 2 ,. 5 Q. FT. c- G 25.1 E' SPf z 0 z 0 0 a_ z w 25.18' 19'—O" 0 c4 u o;-— >°+22. L5' +;578' 0R1 Ed C 12 w RAMP U / POW DRQ,itiN SP7 a L a L ST DN LK 011 u C2 •SPF\ Ri 25 37' 5L2C W /L T FP TL- 106 0R1 BY OR 1 RAM W FT to 110 5 AEA OU FLIP 59 ;,N0 N&A \IV 00 101 AP HP W/LI FT FP ITAIL 107 AS REFER TO SPRINKLER SER DETAIL ON DWG FPC_1 FP CPR EX 0\ STING BUILDING • GARAGE: OH2 ORDINARY HAZARD GROUP 2 .20 GPM/1500 SQ.FT PROTECTION AREA-130 SQ.FT. MAX SPACING 15' DRY SIcEWALL DRY SIDEA'ALL/ SPR HEAD SFCVS FOR RETAIL T- LIGHT HAZARD-. 10 G sM/sQ15.FT00. SQ.FT PROTECTION AREA-2 MAX SPACING 15' EDE, INC. MEP/FP ENGINEERS 1185 Washington St. Suite 4 West Newton, Ma. 02465 Tel. (617)-969-7700 Fax. (617)-969-7709 E-Mail. ede@edemep.com COPYRIGHT 2015-EDE Inc (,Th., ALL RIGHTS RESERVED 13 CD 15) UD CC CL ArchitectureSite PROGRESS SET 00 SCALE: 0 SALEM, MASSACHUSETTS 01970 LD MAR 22,2019 BUILDING PERMIT SET URBAN SPACES L.L.C. & DIAMOND & SINACORI L.L.C. DRAWING TITLE: REGISTRATION: DRAWING #: 246 Walnut Street CN co -41 co co 0 PROTECTION DI CO CO CO 00 1.0 CO 617 . 581 . 6601 ©TISE DESIGN ASSOCIATES, INC 2019 0 A II ALJ 1 2 3 • 5.18' 141 LIFT_ 4"FPP 2"DR RISER SFCVS 2 Y"FDV DOU-BtE CHECK Bo.CKFLOW ASSEMBLY . AND MACV SEA DETAIL —DWG F0.2 6" FIR1= SERVICE TO BLDG 11-c--4-C-HECK VALVE u 2 W/LIFT I o 43 W/LIFT II( C SP I I U 144/vV/LIFT_ h -II 1 ti 25. E' GA-, AG 08 (41 224 +97 25.18' A L�� I I 145E W /LIFT u I FDC 4"STORZ EL. ALARM 46 W/LIFT. 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"44 cy tt • DRY SIDE7ALL/ PR -AD RY SIDEWALL PR HEAD 4''FPR UP 2”DR RISER SFCVS t LIGHT HAZARD—.1 0 PROTECTION AREA-2'2 MAX SPACING 15' A S 0 \ S EDE, INC. MEP/FP ENGINEERS 1185 Washington St. Suite 4 West Newton, Ma. 02465 Tel. (617)-969-7700 Fax. (617)-969-7709 E-Mail. ede@edemep.com COPYRIGHT 2015-EDE Inc ALL RIGHTS RESERVED CID CC PROGRESS SET CO SCALE: 0 SALEM, MASSACHUSETTS 01970 MAR 22,2019 BUILDING PERMIT SET URBAN SPACES L.L.C. & DIAMOND & SINACORI L.L.C. DRAWING TITLE: REGISTRATION: DRAWING #: 246 Walnut Street CN co co PROTECTION HP1.1 FL CO LO CO LO ©TISE DESIGN ASSOCIATES, INC 2019 SIDEWALL SPR HEAD INI THE PLUMBING CHASE (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) DRY SIDEWALL SPR HEAD BELOW LEVEL 3 CLG (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) DRY SIDEWALL SPR HEAD BELOW LEVEL 3 CLG (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) DRY SIDEWALL SPR HEAD BELOW LEVEL 3 CLG (TYPICAL), UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) Al SCAL 205 ys" o REF J • 202 (3 D1 DN oM TR DRY SIDEWALL S1DR HEAD (TYPICAL) PITCH Y4'' PER FOOT DRY SIDEWALL SPR HEAD (TYPICAL) PITCH /4' PER FOOT RESIDENTIAL AREA: LH PROTECTION AREA-225 SQ.FT. MAX SPACING 15' /2"DR RISER SFCVS SEE DETAIL CM4 PITCH Y4" PER FOOT DRYSIDEW/41—SPR HEADD\__// PO 1 CM4 V MU 211 D - HRAC7/// DRY SIDEWALL SPR HEAD / / OCM4 7 PLUMBING CHASE CM4 CM4 CM4 CM4 CM4 CM4 UPRIGHT SPR HEAD (TYPICAL) CM4 C5 REF DW o o • CM3 CNC S PR_r OQ SIDEMLI, SPR HEAD IN THE PLLM8ING CHASE (TYPICAL) R2° CI REF CM3 CDe CM3 11-1 AFFO ABLE 207 EX W/D DRY SIDEWALL SPR HEAD BELOW LEVEL 3 CLG (TYPICAL) or • TO R UrRIGHT SPR HEAD ABOVE CLG (TYPICAL) REF 076 7. DW 411:77\ • 1\49.C21* RD 21 0 • • UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) 4''FPR UP 2nDR RISER SFCVS DRY SIDEWALL SPR HEAD BELOW LEVEL 3 CLG (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) DRY SIDEWALL SPR HEAD BELOW LEVEL 3 CLG (TYPICAL) RESIDENTIAL AREA: LH LIGHT HAZIRD—.10 GPM/ PROTECTION AREA-225 S MAX SPACING 15' EDE, INC. MEP/FP ENGINEERS 1185 Washington St. Suite 4 West Newton, Ma. 02465 Tel. (617)-969-7700 Fax. (617)-969-7709 E-Mail. ede@edemep.com COPYRIGHT 2015-EDE Inc ALL RIGHTS RESERVED 246 Walnut Street CID CC PROGRESS SET CO PROJ ECT#: 0 SALEM, MASSACHUSETTS 01970 MAR 22,2019 BUILDING PERMIT SET URBAN SPACES L.L.C. & DIAMOND & SINACORI L.L.C. DRAWING TITLE: REGISTRATION: DRAWING #: 0 44 PROTECTION CO CO ©TISE DESIGN ASSOCIATES, INC 2019 SIDEWALL SPR HEAD IN THE PLUMBING CHASE (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) B 3 3 9 -04 ♦ • • W/o I 0 I I I A—€4 UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) 9- 61�1 L 0 0 i L � e 0 DW 'I -0 13o, I 3 lI I SCAL 99 REF —rr • W/D 0R1 OR1 I _! l vorr • °R1 I C 302 • cl D2 AFFORDABLE E7).11d 1 • • DRY SIDEWALL SPR HEAD (TYPICAL) RESIDENTIAL AREA: LH LIGHT HAZARD—.10 GPM/1500 SQ.FT PROTECTION AREA-225 SQ.FT. MAX SPACING 15' DRY SIDEWALL SPR HEAD (TYPICAL) 2"DR RISER 4"FPR SFCVS 2Y"FDV SEE DETAILP0.1 --- E u • 1-0 • E1 313 REF 0 OP Ob go SF' rl REF • 0 x 0307 'S DRY SIDEWALL SPR HEAD (TYPICAL) GQF iDOR 1 V • 1 C L FRIGHT SPR HEAD ABOVE CLG (TYPICAL) E 3 AFFORDABLE 12 L i • REF c 00 C o�• .PR k REF • K 308 8 X ST1C B, UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) C � • • r • • DI C w C, • TO R A O 3 • 3 • • C70, 1° 7 I I I I I I I I I I II I I DW I • T" 4 moo • XII 40 • • I UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) 4"FPR UP 2"DR RISER SFCVS 2 Y "FDV UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) RESIDNI'IAL AREA: LH LIGHT HAZARD—.10 GPM/SQ.FT PROTECTION AREA25 MAX SPACING 15' E EDE, INC. MEP/FP ENGINEERS 1185 Washington St. Suite 4 West Newton, Ma. 02465 Tel. (617)-969-7700 Fax. (617)-969-7709 E-Mail. ede@edemep.com COPYRIGHT 2015-EDE Inc ©ALL RIGHTS RESERVED Project #: 4017 a) a) C) 2 I. U a) O 0 0) 0 (7 a) 1E = U Q C/D O 12 CC 0 PROGRESS SET CO N J SCALE: PROJECT#: SALEM, MASSACHUSETTS 01970 MAR 22,2019 BUILDING PERMIT SET URBAN SPACES L.L.C. & DIAMOND & SINACORI L.L.C. DRAWING TITLE: REGISTRATION: DRAWING #: ii-171 246 Walnut Street CN PROTECTION CO LO CO LO ©TISE DESIGN ASSOCIATES, INC 2019 1 SIDEWALL SPR HEAD IN THE PLUMBING CHASE (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) L 9,- -C SCA c A • 405 I � II I I 0- I I I II —L 4 —o1 /8" 1 9 99 A1^ OR1 (.) 0R1 0R1 OR 1 0 )R V 1 AFFORDABLE 402 • L ErD DRY SIDEWALL SPR HEAD (TYPICAL) RESIDENTIAL AREA: LH LIGHT HAZARD—.10 GPM/1500 SQ.FT PROTECTION AREA-225 SQ.FT. MAX SPACING 15' DRY SIDEWALL SPR HEAD (TYPICAL) 2"DR RISER 4"FPR SFCVS 2Y "FDV SEE DETAIL — FP0.1 EA © O 0 PFa C" J REF x 407 DRY SIDEWALL SPR HEAD (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) •0 El E2 413 DW it I REF a 412 or • REF • DABLE OP UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) • -11 • TO REv Ipw REF A el • 409 411 • co • UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) SIDEWALL S;FyHTAD 4"FPR UP 2"DR RISER SFCVS UPRIGHT SPR HEAD ABOVE CLG RESIDENTIAL AREA: LH LIGHT HAZARD—.10 GPM PROTECTION AREA-225 S MAX SPACING 15' SQ.FT EDE, INC. MEP/FP ENGINEERS 1185 Washington St. Suite 4 West Newton, Ma. 02465 Tel. (617)-969-7700 Fax. (617)-969-7709 E-Mail. ede@edemep.com COPYRIGHT 2015-EDE Inc ALL RIGHTS RESERVED coc coc PROGRESS SET CO SCALE: 0 SALEM, MASSACHUSETTS 01970 MAR 22,2019 BUILDING PERMIT SET URBAN SPACES L.L.C. & DIAMOND & SINACORI L.L.C. DRAWING TITLE: REGISTRATION: DRAWING #: 1 246 Walnut Street CN co (24 44 44 PROTECTION CO LO CO LO ©TISE DESIGN ASSOCIATES, INC 2019 SIDEWALL SPR HEAD IN THE PLUMBING CHASE (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) L 8 503 504 oiEa T 11 UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) n C REF CA 505 505 • •a OOI \r J • it L ❑ DW - T a N �i- ////,0///i Q O 3 OR1 OR 1 OI_ OR 1 OR 1 DW II lr OR 1 I OW 502 -t1 1 D1 • 501 • • • DRY SIDEWALL SPR HEAD (TYPICAL) RESIDENTIAL AREA: LH MAX SPACING 1 5' DRY S-IDEWL-L-SPR HEAD (TYPICAL) I 2"DR RISER 4"FPR SFCVS 2Y2"FDV SEE DETAIL - Fk0.1 0-9 El 513 Jo REF 4-1 .507 DW REF • DRY SIDEWALL SPR HEAD (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) E2 2 REF o • • UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) • o II II I I I I I I I I I I I I • 509 511 • • 00 • UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) 4"FPR UP 2"DR RISER SFCVS UPRIGHT SPR HEAD ABOVE CLG RESIDENTIAL AREA: LH LIGHT HAZARD-.10 GPM PROTECTION AREA-225 S MAX SPACING 1 5' NI SQ.FT EDE, INC. MEP/FP ENGINEERS 1185 Washington St. Suite 4 West Newton, Ma. 02465 Tel. (617)-969-7700 Fax. (617)-969-7709 E-Mail. ede@edemep.com COPYRIGHT 2015-EDE Inc ALL RIGHTS RESERVED Project #: 4017 246 Walnut Street CC PROGRESS SET CO SCALE: PROJ ECT#: 0 SALEM, MASSACHUSETTS 01970 MAR 22,2019 BUILDING PERMIT SET URBAN SPACES L.L.C. & DIAMOND & SINACORI L.L.C. 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U O 0_ 0) 0 a) 1E = U O 0 CC 0 PROGRESS SET CO SCALE: PROJECT#: SALEM, MASSACHUSETTS 01970 MAR 22,2019 BUILDING PERMIT SET URBAN SPACES L.L.C. & DIAMOND & SINACORI L.L.C. DRAWING TITLE: REGISTRATION: DRAWING #: 246 Walnut Street 4— CO CO CO L() N- CO CO CO CO CO 1"=8'-0" z a 0 0 PROTECTION Ji-17L .3 ©TISE DESIGN ASSOCIATES, INC 2019 IN UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) SIDEWALL SPR HEAD IN THE PLUMBING CHASE (TYPICAL) SIDEWALL SPR HEAD THE PLUMBING CHASE (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) SIDEWALL SPR HEAD IN THE PLUMBING CHASE (TYPICAL) DRY SIDEWALL SPR HEAD (TYPICAL) V SCA /D • J 606 9 -0i" C 1 /8" h ow •o ow REF REF REF w/D UR1 40 op, • I °R1 -•- - - T � CC it � 1 9 99 I C2 `i Id I OW I __ • 7'-3 v • DRY SIDEWALL SPR HEAD (TYPICAL) • • i7 M u • DRY SIDEWALL SPR HEAD (TYPICAL) RESIDENTIAL AREA: LH PROTECTION AREA-225 SQ.FT. MAX SPACING 15' (TYPICAL) I 2"DR RISER 4"FPR SFCVS S E 1 612 REF on DRY SIDEWALL SPR HEAD DRY SIDEWALL SPR HEAD (TYPICAL) 0 E2 611 I II OW II I REF Op ob SPR HEAD ABOVE CLG (TYPICAL) SPIR • • UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) D Y SIDEWALL SPR HEAD (TYPICAL) • REMOTE AREA 1: (UPRIGHT SPR ABOVE CLG) RESIDENTIAL: LH PROTECTION AREA— 144 SQ.FT. MAX SPACING 12' • • • • • REMOTE AREA 2: RESIDENTIAL: LH PROTECTION AREA-225 SQ.FT. MAX SPACING 15' 608 UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG (TYPICAL) _/ 4"FPR UP 2"DR RISER SFCVS DRY SIDEWALL SPR H (TYPICAL) UPRIGHT SPR HEAD ABOVE CLG LIGHT HAZ RD—.10 GPM PROTECTION AREA-225 S MAX SPACING 15' SQ.FT EDE, INC. MEP/FP ENGINEERS 1185 Washington St. Suite 4 West Newton, Ma. 02465 Tel. (617)-969-7700 Fax. (617)-969-7709 E-Mail. ede@edemep.com COPYRIGHT 2015-EDE Inc (,m, ALL RIGHTS RESERVED cz 13 CD 15) UD CC CL ArchitectureSite PROGRESS SET 00 SCALE: 0 SALEM, MASSACHUSETTS 01970 MAR 22,2019 BUILDING PERMIT SET URBAN SPACES L.L.C. & DIAMOND & SINACORI L.L.C. Cn DRAWING TITLE: REGISTRATION: DRAWING #: pp -LI FL 246 Walnut Street co co -41 co IFA PROTECTION 617 . 581 . 6611 fax 617 . 581 . 6601 ©TISE DESIGN ASSOCIATES, INC 2019 it\ I I I I JI I I I I I I I I I I I I PITCH %4 PER FOOT PROVIDE 2 Y2"x2 Y"4" ll ROOF HYDRA;I 2"DR RISE 4"FP P' SFCV 2Y "FD :iEE DETAIL — FPO. \I R 00- P A\ SCAL- 0 / /8" PITCH 14" PER FOOT L-- 99 RD N f DN PITCH 1/4" PER FOOT o1 0 w w w 0 CORK. �01 B0 LER R00fv © HT -ELEaR g �O0M *2 R04 ELEV. MACH R00fv 02 PITCH 4" PER FOOT N /4 1-1_I\ I VV I - NE L— J U r� PITC 0 PITCH %4" PER FOOT \ / RD N PI TGkF /4" P� FOOT 4" PER FOOT RD PITCH 4" PER FOOT JPP- R POOH PLA\ SCAB-: 1 /8" — 1' 0" 7 E EDE, INC. MEP/FP ENGINEERS 1185 Washington St. Suite 4 West Newton, Ma. 02465 Tel. (617)-969-7700 Fax. (617)-969-7709 E-Mail. ede@edemep.com COPYRIGHT 2015-EDE Inc ©ALL RIGHTS RESERVED Project #: 4017 d) E 0) 2 I. U O 0co 0) 0 a) rf N V� 1E = U Q C/) O d CC 0 PROGRESS SET CO u U F- 0 J SCALE: PROJECT#: SALEM, MASSACHUSETTS 01970 MAR 22,2019 BUILDING PERMIT SET URBAN SPACES L.L.C. & DIAMOND & SINACORI L.L.C. C) C) C/) DRAWING TITLE: REGISTRATION: DRAWING #: 246 Walnut Street 4- O � CO co N CO O U) 00 U) U CO CO C� co C Lf') O N � Z c0 al PROTECTION 1 7 ©TISE DESIGN ASSOCIATES, INC 2019