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Plans F PS2O 18 - 00001 . 4,77/5)-0(c— x 1 7S s Sw T4 erefze'' cXoS d 21 l' ' • in (1) Li) k . in D , I _ ------. __ ___ __ __ ! __ ---- -�- AREA OF WORK C m © VD 7 7" _. 1-1GARD V CI in •0- ria irl1317 in o I 1_i.,...,_ .„.....„, ...„._ _ ,...„,,:I ��-- f`r /' r✓ /• . [,/j/ 51 ..k. 0-, .,..) ,,,7.., isx SCOPE OF WORKw. ; UTILIZE EXISTING WET SYSTEM TO ACCOMMODATE CLEAN ROOM DROP CEILING,RUN NEW BRANCHLINE ABOVE DROP CEILING :;' ' -a } AND CONNECT TO GRID WITH BRACKETS AND FLEXIBLE HOSE CONNECTIONS.SYSTEM DESIGN SHALL BE IN ACCORDANCE •= 4:/". / , LI 6T. I ! F WITH NFPA 13 2013 EDITION AND LOCAL AUTHORITY ��� ,{ r:'i.•:,;; in -f. (07,,.1.�� GENERAL NOTESii 4111<) • ,'-' ' „..! I 4•'X1.26"GROOMED MECH•TEE j %) ,-/- ' ; 1. SYSTEM DESIGN,INSTALLATION AND TESTING SHAM BE IN ACCORDANCE WITH NFPA 13(2013 EDITION)AND LOCAL FIRE PROVIDE 4-WAY EQ BRACE 4y r w :�' , AUTHORITY &FLEX COUPLINGS . . mrb ''A :�% o, 4.11110 • 2_ ALL MATERIAL AND DEVICES TO BE U.L.LISTEDAND/OR F.M.APPROVED FOR FIRE SPRINKLER USE. i `y . 0c ' I EXISTING 4" FLOATER MAIN ,� : >� � � ao � o wear .. wnww. ��� +. k'; i. 3. FLEXIBLE HOSE CONNECTIONS TO BE USED,HYDRAULIC LOSS ASSOSCIATED WITH THESE CONNECTIONS HAVE BEEN . - - I • a FACTORED IN TO HYDRAULIC CALCULATION. • • 5 BL.2 I iS. . I; 4_ ALL SYSTEM PIPING 1 Y;'AND LARGER SHALL BE SCHEDULE 10 BLACK PIPE WITH GROOVED FITTINGS&GROOVED RIGID 010ETO CLEANCEILING 1 /� ' I 1 L_v . — GOUPLING5. . r tg},� w M DOWN ROOMI 9 _. — --- r I� is , i!---s;.- --' Y40YlN s i. • i �.. i I i I 5-PIPE SHALL BE MANUFACTURED TO MEET ASTM A135 STANDARDS-CRR VALUE=1.0 OR GREATER 7 / I% ' v' { err ,xt ! / , p/ v!/ / ' 1,i rM1n'•T:• 31JMTdl 9KEA,[ N 'f f O./( �( i� �r I '; 1 121 119 6- ALL HANGERS SHALL BE DESIGNED,SPACED AND INSTALLED AS PER NFPA-13,2013 EDITION,CHAPTER-9_MAX LENGTH OF 1 .' 1 �� - _ II;I UNSUPPORTED ARMOVERS SHALL BE 24"(PRESSURE LESS THAN 100 PSI). ' 0 :1 -// .,i • tiJ t I ) 7. SPRINKLER LOCATIONS AND SPACING PER NFPA 13,2013 EDITION AND MANUFACTURERS LISTING. '',A I_ i 1 .f 1,w I,�-] i2 , ill / .:.�, - `. ,Fa Ii SYSTEM DESIGN NOTES ,,,21.. %. , THIS AUTOMATIC SPRINKLER SYSTEM IS SIZED BASED ON HYDRAULIC CALCULATIONS IN ACCORDANCE WITH THE ':C) REQUIREMENTS OF NFPA 13 2013 EDITION DENSITY AREA METHOD. FIRE SPRINKLER SYSTEM IN AREA OF WORK IS DESIGNED 'r' lr 6 4D-4! ' j TO ORDINARY HAZARD OCCUPANCIES.PERMISSIBLE DECREASES AND REQUIRED INCREASES FROM NFPA 13 SHALL BE APPLIED ''',�' •',,., /,- ' TO INITIAL DESIGN AREA r o, /, a? HAZARD• ORDINARY GROUP 2 WET SPRINKLER SYSTEM DESIGN CRITERIA.SERVICE BAY ., 1418 #.%�. .'. of Id A 0.20GPMISQFT.DESIGN DENSITY ;%'.!.,' ! '+,:"' ; • II B. 250 GPM HOSE STREAM DEMAND 1 � C. 130 SOFT/SPRINKLER MAXIMUM COVERAGE. + E. ALL SPRINKLERS SHALL BE QUICK RESPONSE . •r ' r✓/ ° F MAXIMUM GPWSPRINKLER 26 GPM, MINIMUM GPM/SPRINKLER 21.2GPM. ; ' WATER SUPPLY DATA STATIC PRESSURE 104 P51 1"DRAIN CAP FOR AUX.I]RAIH 4°f'°' °"" i" ''•. • —t --t—l�, RESIDUAL PRESSURE 98 PSI ° FLOW: 1567 GPM RECORDm SOURCE: TIGARD,OR U) STORAGE „ Z : "3 1 c OFF c ! HYDRAULIC CALCULATION REFERENCE POINT: • I ;12 1 5 l -\,, `LEC"11ZICAL ii „� I �% MAIN LEVEL - FIRE SPRINKLER PLAN ix 3 1 ISCALE: 1/8"=1.-Cr t i1 I (EX) FIRE SPRINKLER RISER 1 rx I l,I S,I MEE1ING EN ?FFME • 1 I 1 I..,,1 !2 'CE , 1;1 ?1W ' EAST SYSTEM $ ' -:.- �'. :, 1 ... ➢ , 1 PIPING LEGEND CEILING LEGEND • • ' I ;I 4,,, ,...w. �m rt�rr�rrrwatt .. .... ..!.� �.'�4—' ”" __ �''7:r,r�w..w:a��wlwc,s.�.� .r*0 I mmm I 1 - I I ✓' _.� i ` ifT 3 I NaM.PIPE SIZE EXISTING PIPING 'F RECESSED LIGHT IIIt n y - oEalc DEICE iERC — — — — — / - r \ i ill__...._..... ...._._._._._. 1 k VESTIBULE\" ^'• a ur co W [tio+1 ( CI u. 1j -_,.r, G_ L.,-/ NOM PIPE SIZE F E CUT LENGTH NEW PIPING ' ..„ HIGH-FLOW HVAC UNIT • D T zaaaaa< MAIN LEVEL - AREA OF WORK H Er Hydraulic Information W OCCUPANCY CLASSIFICATION Ordinary Group II DENSITY 0.200gpm/f 2 for 630ft*(Actual 830ft') TOTAL HOSE STREAMS 250.00 ombi, rig TOTAL HEADS FLOWING 6iluiA K-FACTOR 8 en N TOTAL WATER REQUIRED 416.46 TOTAL PRESSURE REQUIRED 60.057 BASE of RISER(gpm) 166.46 ZEmi N g BASE of RISER(psi) 57.826 �j SAFETY MARGIN(psi) +43.426(42.0%) I� p4 121 W w Q w Sprinkler Legend A Symbol Manufacturer' SIN Model Quantity K-Factor Type Size Response Orifice Finish Temperature Note 1 a/ /. Generic R3612 FI FR LO 6 8 Pendent ' Quick 17/32"Chrome 200°F NEW QR SSP K m,i4 con CID 04 WQ Emo '04 PIPING AND HANGING DETAILS EARTHQUAKE BRACE DETAILS p., -4tC in in N SAMMY X-PRESS 20 INVERTED BEAM CLAMP MAIN PIPING SUPPORT DETAIL DROP TO SPRINKLER LONGITUDINAL BRACE DETAIL LATERAL BRACE DETAIL wee''////!AM'Y.45 POWN• MMnwv�����a��� %,Nrmxvw�o.V.ticVaNsw.�.N• %wNI,v. mwe .....aa s.vww....rwwmacw... ww... ww......�wm ��..vow CONTRACT NUMBER: SPRINKLER STEEL BEAM 1 JOIST STEEL BEAM I JOIST I—G1666 PIPJ: ■ - METAL DECK I BEAM UNIBTRUT 1"ELBOW ----�,,_4I I TOLCO FIG 828 - TOLCO FIG 828 -� DRAWN BY: JOSH MILLER SAMMY XP20sine CLAMP 1"SPRIG ••• :: I� 1 017 A --TOP BEAM CLAMPN., r TOLCO FIG 980 ' TOLCO FIG 980 DATE 212912 ri. ,z, ..�irovori. TRS� ����� AROFFS "'x �I �% i E i i i ALL THREAD ROD �u NEW BRANCHLIKE MP �5 ANG N�F,Q /p DIgI ally signed BRACE ANGLE BRACE ANGLE _ -■ -•----ALL THREAD ROD • ` `` Z D- a o- ■-� •Tem 11 ii - �� 80785PE r by,--Jared Hill 69 ` 1"5CH_4G PIPE 4560 ! +— I"8CH.4€3 PIPE SCALE 1/8"=1'-0" ,1 I,, DOUBLE UKISTRUT—� 1'X 314' RC —� TOLCO FIG 4L ,� FLOOR/AREA: SWIVEL RING SWIVEL RING Date CLEANROOM "" �'� / `�{' v OREGON o, IlkCEILING -� 2017.X12.31 i "� PIPE PIPE 'LU r? ,,,- TOLCo FIG 10aI3 sPRINKLER PIPE `•�� UNISTRUT BOLTED TO SEMI RECESSED c� '`IAY W3‘ { .47'34-08'00'' `!FAST CLAMP" ♦ SHEET NUMBER ROOF STRUCTURE CENTER OF TILE SPRINKLER '¢RSO A. N\�• 111_;47.3 '08 40 (, RELIABLE F1 FR LO P . �' ��i.2SPRINKLER PIPE FP-1