3322 BROADWAY 2024 COMPASS HEALTH Plans 2025-09-26

1"PER PLAN " BRANCH LINE- 1 ELBOW WET SYSTEM NO. 1 20 GAUGE METAL DECK AREA AREA NUMBER OF + + � DESCRIPTION SO.FOOTAGE SPRINKLERS 1/4"x 1 5/e"HILTI KH- 1"F.Q.- LEVEL 1 WET 24,731 144 J4g° SAMMY XP20 SCREW ANCHOR Z 'H/N EXPRESS SCREW (3/8"ATR THREADS) 1p TOLCO FIG.75 SWIVEL TOLCO FIG.75 SWIVEL 3/8'ATR W/ SURGE ATR W/ SURGE CLIP SURGE CLIP HANGER RING HANGER RING HYDRAULIC CALCULATION DATA 1"ELBOW 72"EASY FLEX ACTUAL DENSITY: .10 GPM / 1053.68 SQUARE FEET ND AT BASE 0 L1 - L3 L4 3304.8 GPM AT 56.16 RISER ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 554.8 GPM AT 66.8 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) BRANCH LINE RESTRAINT: CEILING -BRANCH LINE RESTRAINT REQUIRED AT END HEAD OF BRANCH LINES WITHIN 6"OF END HANGER THAT IS INSTALLED TO UMIT UPWARD MOVEMENT. SSP / SYSTEM N O. 2 -RESTRAINT WILL NOT BE REQUIRED WHERE BRANCH LINES ARE SUPPORTED BY RODS LESS THAN S'LONG. AREA AREA NUMBER OF -SPACING OF BRANCH LINE RESTRAINT WILL BE AS FOLLOWS: DESCRIPTION SQ.FOOTAGE SPRINKLERS 1 - 36FEET FLEX DROP 1 1/4 39 FEET LEVEL 2 WET 17,684 167 1 112 - 41 FEET 2 45 FEET HYDRAULIC CALCULATION DATA 1"TEE W/PLUG 1"(04.5)U.N.O. ACTUAL DENSITY: .10 GPM / 1001.25 SQUARE FEET DEMAND AT BASE OF RISER -BRANCH LINE 173.8 GPM AT 30.7 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) [CEILING DEMAND AT CITY CONNECTION 273.8 GPM AT 45.5 PSI ( 100 GPM TOTAL HOSE ALLOWANCE) WALL E 2"PER PLAN 5'-0" y AFF v GWB CEILING 1"THIRD.TEE/PLUG (WHERE OCCURS) ^2"SCH 40(04)TXG SYSTEM NO. 3 \ 2"BALL VALVE 6.p L `DRY HORIZONTAL AFF TYCODD-1 AREA AREA NUMBER OF L0,_3. SIDE WALL SPRINKLER2"(0-3)SCH 40 NIPPLE DRUM DRIP DESCRIPTION SQ.FOOTAGE SPRINKLERS F3QR DRY PENDENT 2"45°ELL WITH- L3 WET SYSTEM 18,639 176 A=F.O. 5.6K SMOOTH BORE BUSHING MIN. DRY PENDENT DRY SIDEWALL INSPECTORS TEST LOW POINT DRAIN HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .15 GPM / 945 SQUARE FEET DEMAND AT BASE OF RISER 206.3 GPM AT 48.6 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 456.3 GPM AT 71.8 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) MIN.1 1/4" CONCRETE PAN DECK STEEL I BEAM 1 (MIN.18 GA.) 20 GAUGE METAL DECK $$ T SAMMY XP20�e 3/8"ANVIL 92 SYSTEM NO. 4 -� mffi I EXPRESS SCREW 55 _�TOP BEAM CLAMP T 3//I 8"(0-3)ATR 1/4"x 1 5/8"HILTI KH-EZ ? 3/8"(0-3)ATR AREA AREA NUMBER OF °w SCREW ANCHOR CZ DESCRIPTION SQ.FOOTAGE SPRINKLERS m 10"RETAINER STRA L4 WET SYSTEM 17,067 169 (3/8"AT THREADS) m 3/8'ATR CTS, (03)ATR 3/8'ATR CTS- \y\ 3"..ROD COUPLING 3/8"ROD COUPLING 3/8"ATR CTS HANGER RING 3/8"ROD COUPLING 15 HANGER RING ,.-2.5. HYDRAULIC CALCULATION DATA HANGER RING ACTUAL DENSITY: .10 GPM / 974.03 SQUARE FEET DEMAND AT BASE OF RISER 169.5 GPM AT 44.8 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) HANGER EZ HANGER XP HANGER TB 2269.5ND GPMIA C070.7CPSI( 100 GPM TOTAL HOSE ALLOWANCE) n SYSTEM NO. 5 `WIDE FLANGE STEEL BEAM WIDE FLANGE STEEL BEAM AREA AREA NUMBER OF DESCRIPTION SO.FOOTAGE SPRINKLERS (3)3(2.3)GALV.TOE TOLCO FIG.828 BEAM CLAMP L2 DRY SYSTEM 17,684 43 GUARDIAN 64743 HOLE ROUGH BRASS WALL PLATE"AUTO SPKR&SP WEBBING OF RIGID FRAMING TOLCO FIG.828 BEAM CLAMP TOLCO FIG.828 BEAM CLAMP _ ® ® TOLCO FIG.980 SWIVEL END TOLCO FIG.980 SWIVEL END ^ (3)2.5"GUARDIAN 6418 (2)TOLCO FIG.980 45° 45° (2)1/2'x11/2"BOLT W/ 45°-59° 45°-59° CLAPPER SNOOT HYDRAULIC CALCULATION DATA NUT&WASHER FROM VERTICAL FROM VERTICAL SWIVELEND (2)1"x(3-6)SCH 40 BRACE PIPE ACTUAL DENSITY: .15 GPM / 1950 SQUARE FEET DEMAND AT BASE OF RISER (2)TOLCO FIG 1001 1"(3-6)SCH 40 BRACE PIPE 1"(2-6)SCH 40 BRACE PIPE ® - 2 a 327.6 GPM AT 61.2 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) FAST CLAMP (2)1"MIN EXCESS PIPE DEMAND AT CITY CONNECTION THROUGH FAST CLAMP TOLCO FIG.1001 BRACE CLAMP LEVEL 1 0-3 ALL DR I 577.6 GPM AT 71.6 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) 1"MIN.EXCESS PIPE THROUGH CLAMP / TOLCO FIG.4LJ DRY SYSTEM CAPACITY: 225 GALLONS PIPE CLAMP EQ 1 EQ 2 EQ 3 FDC DETAIL 0 2 4 SCALE 1/2"=1'-O" FACING SOUTH CLASS I MANUAL WET STANDPIPE HYDRAULIC CALCULATION DATA ACTUAL DEMAND: 500 GPM @ 100 PSI PLUS 250 GPM FOR ADDITIONAL STANDPIPES (UP TO A MAXIMUM OF 1000 GPM) DEMAND AT FDC CONNECTION 750.0 GPM AT 143.1 PSI DETAILS HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH SMITH FIRE SYSTEMS, INC. SYM MANUFACTURER S.I.N. TYPE MODEL sEriN""Is i" �`��"EON °;'g`£ T1PFA° i°"" O1"'""Y AFF ABOVE FINISHED FLOOR NO. DATE BY REASON FOR REVISION EN�s, s'g "'TH° Bae BOTTOM OF BEAM 12 CENTERLINE OF PIPE TO REFERENCEDIF IF STRUCTURE IN INCHES BNBUILDERS 1106 54th AVE EAST BOD BOTTOM OF DECK BOD TACOMA,WA 98424 SOU BOTTOM OF JOIST BOP BOTTOM OF PURUN 2-WAY EARTHQUAKE SWAY BRACE 2601 FOURTH AVE r""wnsN xorory s;ATe..... CONTR.REG.NO.SMITHF81360T BOT BOTTOM OF TRUSS YHOTECOTIOH eYBIHKLEH 6T6T CTS cur To surt LETTER INDICATES TYPE 1 FIBe s 1 Bus: (253)926-1880 FAX: (253)926-2350 Fo FIELD ORDER 4.WAY EARTHQUAKE SWAY BRACE SUITE 350 1 1 IFOW INSIDE FACE OF WALL . SEATTLE,WA 98121 1 Aaron Stewart Nelson 1 NM OUTSIDE FACE OF WALL LETTER INDICATES TYPE NM NO AUTO.SPRINKLERS 1 Smith lFre�stems inc. � 1 SY COMPASS HEALTH ueo uNLEss NOTED OTHERWISE f HANGER LOCATION PROJECT MANAGER:ADAM SMITH 1 S/M�ITHFS73�60'T� 31 PHASE 11 1-�� '1 ELEVATION ABOVE REFERENCED PHONE:(206)491-6592 1 B.Pl.e.l POINT IN FEET AND INCHES 1 zl 3322 BROADWAY FAX: �s4^��------------J O HYDRAULIC CALCULATION NODE SUPERINTENDENT: EVERETT,WA 98201 M FLEXIBLE COUPLING PHONE FAX: DESIGNER PROJECT MGR DATE SHEET JOB NO. TOTAL THIS SHEET !I- RIGID COUPLING CERTIFICATE OF COMPETENCY STAMP KEY PLAN ERIC S. NICKG. 1 6/20/24 1 2 OF 8 NC24103