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Plans (36) F PS2O 19-00065 ENGINEERING xi . y}=t 1 I GENERAL NOTES I ,--- ;, A. THIS PROJECT CONSISTS OF THE INSTALLATION OFA NEW WET& DRY PIPE SPRINKLER ��� `° I, SYSTEM,AND ACOMBINED STANDPIPE SYSTEM. ,ar �;,�,, --rf_1 + B. COSCO FIRE PROTECTION WORK TO BEGIN AT FIVE FEET OUTSIDE THE FRONT LOBBY �= -'"� . ;f BUILDING ENTRANCEATTHE FIRE SPRINKLER WATER SUPPLY INTO THE BUILDING. SEE FP-1 ilif/Dcl:51/;:N 7506 PE '" AND SITE PLAN. y 28-2019 _� -"� /`,� ' '';, TUALATIN VALLEY WATER DISTRICT Test#: C. AUTOMATIC SPRINKLER SYSTEMS ARE DESIGNED BASED UPON THE NFPA 13 2013 EDITIONOREGON -� �, 1S1W3BC2BFH50 STANDARD. WET CLASS I COMBINED STANDPIPE SYSTEM DESIGNED IN ACCORDANCE WITH io 2°�Q., -- .f'" k J FIRE HYDRANT FLOW TEST REPORT Hydrant ID #. NFPA 14 2013 EDITION PROVIDING 250gpm AT THE TWO HYDRAULICALLY MOST REMOTE HOSE o �' :.-.„---- ��y l �� `� CONNECTIONS AND THE TOPMOST To OF EAro OF THE OTHER STANDPIPES INCLUDING A �� .mss / EDATE:12/31/20 ,,/ jF` I Location: SW ATLANTA ST&SW DARTMOUTH ST Date: 8/1412018 IOOpsi ATTHE HYDRAULICALLY MOST REMOTE 2'!i' SE CONNECTION. { D. ALL NEW FIRE PROTECTION PIPING IS AS FOLLOWS:ALL WET PIPE SPRINKLER PIPING TO BE ,. trir / /r , - Test made bv: 13EN &3Ui lUS SCHEDULE EITHER SCHEDULE 10 OR SCHEDULE 40 BLACK STEEL PIPE. �IVEDE. PIPING TO PENDENT SPRINKLERS SHALLBE ACCOMPLISHED BY USE OF THE VICFLEX® BRAND , / / Time: 9:34 A 2\ , / ,1 • I Witness: FLEXIBLE SPRINKLER DROP. VICFLEX® DROP CRITERIA: 48" MODELAH2 - HYDRAULIC EQ. 9 2013 /1/ `fff` I LENGTH OF: 21ft, MAX590" BENDS MINIMUM 3" BEND RADIUS AS PER UL GUIDELINES,� ', Project name: F. FIREPROTECTION SYSTEMS DESIGNCRITERIAARE ASFOLLOWS ) F TIGARD `/ ; ; A.) OFFICES - LIGHT HAZARD OCCUPANCY, DENSITY: ,1Dt15DOsq,ft., HOSE ALLOWANCE OF / " ,, _ f �� ' L 54816 IOOgpm. �� \ \ 1 Discharge coefficient, B.) COMMON AREAS - ORDINARY HAZARD GROUP I OCCUPANCY, DENSITY: .15/1500sq.ft., HOSE TIGARD SELF STORAGE / / / 74 l---/- 1., � ALLOWANCE OF 250gpm. 5 STORIES, FF ELEV= 194„5 f �-7 �� \ ! Inside dia. of out!&t= 4.5 inches C.) ELECTRICAL, MECHANICAL, STORAGE ROOMS -ORDINARY HAZARD GROUP II OCCUPANCY, Pitot 2 = 0 psi DENSITY: .20/1500sgft, HOSE ALLOWANCE 250gpm, // ff' . `f ,'� ', -.--A,,; ''\\ I Pitot reading 40 psi D.) DRY-PIPE SPRINKLER SYSTEM - ORDINARY HAZARD GROUP I : .1511950sgft, HOSE ,j ;l ALLOWANCE 250gpm. SYSTEM VOLUME: 109.50 gal. LEGEND '' "r, % -,- / Observed flow rate = 2093.5 9pm `/ / ' A i \� '�, G. ALL DRY-PIPE PIPING IS TO BE SLOPED FOR DRAINAGE AS PER NFPA 13 SECTION 8.16.2.3,2 Lar-' LATERAL SEISMIC BRACE I , ,' ' / f " OSI �,. BRANCHLINES SHALL BE PITCHED AT LEAST IA" PER loft. AND MAINS SHALL BE PITCHED 1/4" PER ' f° ++ ,--�w' .~ Flow mgthod_; HOSE MONSTER A ' ,' j I 10ft, IAW NFPA SECTION 8.16.2.5.3.5 WHERE AREAS EXIST THAT CAN NOT DRAIN ACCORDINGLY Long LONGITUDINAL SEISMIC I .� I r��r� E 1 ,--� BRACE • ///f /�":' f1 ti. - `;�';4! Static pressure: S3 psi Residual pressure: 81 psi DUE TO COORDINATION REQUIREMENTS,AN AUXILIARY DRIP CHECK DRAIN VALVE SHALL BE INSTALLED. Y 4-WAY SEISMIC BRACE / / s"BACKFLOW PREVENTER IN': - t H. ALL PENDENT SPRINKLERS LOCATED WITHIN THE DRY-PIPE SYSTEMS SHALL BE DRY TYPE. • f` VAULT w/4"FIRE DEPARTMENT r-----____-_-4-1., at 20osi residual pressure (calculated). 5550 '9pm PIPING ELEVATION �' Flow STRUCTURE IS NON-COMBUSTIBLE STEEL BEAM AND COLUMN AND CONCRETE DECKING, o (CENTERLINE) /` . CONNECTION PIPING AND CHECK . ; ABOVE FINISHED FLOOR r/r // //VALVE OUTTO 4'SQ'/'Sc2W SIAMESE y ;; Location ma To be attached to test report and to show which h idrants were PENDENT SPRINKLERS INSTALLED WITHIN ACOUSTICAL CEILINGS SHALL BE LOCATED IN THE f' //VALVE 3'-0-ABOVE FINISHED GRADE �, 1, I used to monitor residual pressure and flow., F706t CENTER OR QUARTER-POINT OF THE TILE. 04� PIPING ELEVATION •• (BY OTHERS) ' '1t: I I. ALL HANGERS ARE TO BE INSTALLED IAW NFPA 13. e.4 (CENTERLINE) :* NEW 4"FIRE RISER. SEE ` a BELOW BOTTOM OF DECK • FIRE HYDRANT -\, DETAIL THIS SHEET / \' Gage information: J. ALL FIRE PROTECTION PIPING IS TO BE PROTECTED FROM DAMAGE DUE TO EARTHQUAKES (BY OTHERS) �" 4� 5taticandresidualoressureg�ge, 208776 Pitot cage: 206320 INCLUDING BRANCHLINE RESTRAINT PER NFPA 13 SECTION 9.3.6 (SEE HANGER DETAIL THIS _Q HYDRAULIC NODE POINT \ i SHEET)AS PER NFPA 13 SECTION 9.3. I - 1 HYDRAULIC AREA OF si‘ ---~-� - costo!`IRE PROTECTION . A • / I ' ' - r 'II , Hydrant information:, K. FLEXIBLE COUPLINGS ARE TO BE INSTALLED AS PER NFPA 13 SECTION 9.3.2. I OPERATION BOUNDARY i �__,�_-� / �_._�_� 1 + r ! f I I Hydrant Year ke /Votes I ,_ _ 4 - CONTRACT BEGIN FFO f / r N .. t L. ALL ELECTRICAL CONNECTIONS AND WORK IS BY OTHERS. _� - � - - Q Flow hydrant: 1S1W36C26FH50 1999 MI�ELtER see map forlocal`ion NI, THE FIRE SPRINKLER SYSTEM IS TO BE HYDROSTATICALLYTESTEDAT 200psi FOR A MINIMUM spoitoolTa PENDENT } EXISTING 8 `� - - �= �� � - 34± LF of s"FIRE OF TVIIO HOURS. CURRENT FLOW DATATO BE VERIFIED PRIOR TO TESTING. .........a.iir...L.....i.....•r•.r WATER SUPPLY - _��. CO © BAnt .4-....•-,.. FIRE RATED WALL 11-IR 1. pp �'"`� 6C39FH50 1999. MUELLER seem p for N. INCLUDED IN ONE .r.i......li1■■.air)..•..i.\\\..i.i - -..kms_._. _-�`�YT_��`,L`'- SYSTEM WATER t " 3 } MAIN (BY OTHERS) Read hydrant: 1S1W3 U a SPARE SPRINKLER HEADS AND MATCHING SPARE HEAD WRENCH ARE TO BE PARTITION •.p t `1 ■e..i\r.a...i\eirri.....aaa.\.\sir.r.rr■ - -'.-1-,:-- --,-.44-----4------, � O �' - �II� •li IIIc D WALL 2liR ;1 12 HEAD SPRINKLER HEAD CABINET AT THE FIRE RISER ROOM FIRE RATED SW ATLIgNT, ST EXISTING 8" �`� �-� i; - -.FIRE HYDRANT- (BYOTHERs) O. AUXILIARY DRAIN VALVES SHALL BE INSTALLED WHERE THE VOLUME OF TRAPPED WATER i D ',i .............i...\...i.\.\.\r.....i....„....a...\i. WATER SUPPLYE Remarks. BE BARRIER �..f�. Q FIRE RATE . � ___ � � EXCEEDS al IA NFPA 13 SECTION S 15 2 5 INSPECTOR TEST DRAIN VALVES SHALL BARRIER f3 154± LF OF S" FIR �.__, :� � .ri�%�� � __-- - �� �•.��- � SYSTEM WATER � -."-�-''- r A �----_----___�.� --..._. �_ � INSTALLED AT EACH FLOOR CONTROL ASSEMBLY IAW NFPA 13 8.17.4.2.4 FINISHED /� _��_��_-- �--_�_.�;=. ..,.......i..r...r.'i. MAIN (BY OTHERS) ti\ i , ow or pressure information coma ne no ei reflecation nas to thse Istem ate and AHI AUTHORITY HAVING The mapping fl P. ALL MATERIAL TO BE U.L. LISTED FOR FIRE SPRINKLER USE. JURISDICTION `Y"'--- --= =--�------", '\'••••••......i,,,,,�„�Rif�+ir.. . time of the test. Tualatin Valley Water District P Q. DIMENSIONS INDICATED ON PIPING REPRESENT THE SEGMENT LENGTH AND/OR TOTAL CUT IAW NOTIN TO RpALE WITH r -� �•_ �_ -- ' ••......... ....8.ii..fr ,a..\ I abiiity to meet specific fire flow requirements. Future system capability may differ from the NTS NoT TO SCALE r I: 6 __ LENGTH FOR ALL WELDED PIPING AND CUT LENGTH FOR A t_LTHREADED PIPING. FI-IV PRP I-th.S VAIVP - ______ -,r_______-_--7_-_-_, ±_______---------- ' flows repotted herein because of subsequent modifications to the district system and/or PRV PRESSURE REDUCING gage R. ALL DRY TYPE SPRINKLER HEADS WILL BE MADE INTO THE FITTING PRIOR TO FINISHES BEING ;_ t;r'f I ` ti- =- because flow and pressure may vary by time of day and season. Test a s caliibration COMPLETE IN THAT AREA. DRY TYPE HEADS ARE CUSTOM ORDERED FOR LENGTH AND HAVE A DR DROP(PIPE SIZE x t.N� °, Y- ,- ' Information available upon request. - �� LEAD TIME OF APPROXIMATELY 3 WEEKS. RN RISER LENGTH) NIPPLE(PIPE SIZE x: -• LENGTH) DN DOWN(PIPE SIZE x Supply Flow Test Data I. UP UPN PIPE SIZE x LENGTH) Test Conducted By Tualatin Valley Water District 1. /r--\I. FIRE PROTECTION SITE WATER R PLAN Test Witnessed By Ben and Julius q c co to P. co • Cale of Test B-14-18 DRAWING LIST co r ry �o NTime of Test 934 AM a o lit• 30' 15' 0 30' 60' Location Mania Skeet FP-1 FIRE PROTECTION COVER SHEET c ~ • El • ' ■ Hydrant Numbers 1 S1W36C26FH50 and 1S1 W36C3 FH`50 • SCALE: 1" = 30' Static Pressure 63.000 FP-2 FIRE PROTECTION SECTION VIEWS a) a. cc • Residual Pressure: B4 000 FP-3 FIRE PROTECTION PIPING PLAN - FLOOR 1 O Flow 2093.50 FP-4 FIRE PROTECTION PIPING PLAN - FLOOR 2 w • Outside Hose Flow 250.00 FP-5 FIRE PROTECTION PIPING PLAN - FLOOR 3 lc , ., g • STEEL PIPING AR MOVER WITH a • 1"THREADEDCOULPINGTO FP-6 FIRE PROTECTION PIPING PLAN - FLOOR 4 c E E FLEXHEAD DROP SPRINKLER lL U • PIPING FP-7 FIRE PROTECTION PIPING PLAN - FLOOR 5 au- I,L V- - W F- g g .- FLEXHEAD DROP 0 33 FROM SIDE OUTLET FLEXHEAD W aY Y _v DROP FROM ...1a C7 m PENDENT SPRINKLER TYP. TOP OUTLET d + BASIC CEILING /// _FLEXHEAD - W c DEVICE �'' / `-! CEILING J 1 .� I 412' .r-' / ,--- -- BRACKET, ~� Il. 007 j. _ TYP. Z r�� /A F ri '„� IiZ 5 CO CO � Fr Ici LL, tri eri HANGER AND SEISMIC BRACING DETAILS c.: i + sf u} 2 Y 2 �.--� _,- .OFFICE CDPV CONCRETE STRUCTURE CITY OF TIGARD �' = m 4000#NORMAL WEIGHT CONCRETE y_-'- REVIEWED FOR CODE COMPLIANCE j 5 5 5 DeWalt Mini-Undercut+ 5�., co (Drilled) >`� - _ , a cApo, ' �� BASIC CEILING -. ACOUSTIC OR GYP Approved. . `' "' - , ' ; -1 ' .: _ .: :i ' d° 6s r ' a nd 9° 4d4 k DEVICE ---- BOARD CEILING SYSTEM NEPA 13 OTC; [ j - �, 18 GAUGE METAL DESK a �g g ° �`'� PLEASE PROVIDE COMPLETED _ n J r .t ° • ��] Q r� (1 1.9A*1 J f� is al Q .� v d a a t5 �� C 7l O ! l J C 1 �+1 . s ° a MATERIAL AND TEST Permit#: CO •4 TYPICAL FLEXHEAD SPRINKLER DROP CERTIFICATE AT Address: 7a0 N�f 'V-�"t- .� ., d a , ' 9 e d '� c iG o ° d 4 ,. • 1 d 4 i .'° -0/ Suite#: •�-- Z n 'c '�/ �. , . f ■ HILTI KH-EZ I / i *.'1,) CONNECTION DETAIL FINAL INSPECTION By: _- Date: _ j) . ) -$ E, Concrete�� ii DeWALTMlNI-UNDERCUT+�' • DeWALTMlN!-UNDERCUT+ SCALE: NTS 0 D� Hilti Kwik HUS-EZ -�/ - �\ 3/4" m, Construction - CONCRETE ANCHOR: o \��� CONCRETE ANCHOR: ""'{ '4 E 2'"` Screw Anchor = \ 318" i 318 ATR •318"ATR FOR PIPING d o w Oce 1 •318'ATR FOR PIPING O 3/8" Concrete Construction o ���� �' 1"0 TO 2"373 O All Thread llllllll 1 O TO 4 ID ,o FIRE RISER ASSEMBLY v �� All Thread - Rod - o RING IUmi ., , +� rr, oa Rod o f r - - - -- Q ti a �% in �;" KEYNOTES: r^ �"'{ _ a o s ADJUSTABLE RING -- SWIVE FIG. 75 COD s c o •. SWIVEL „ o - Pipe f___A Pipe '•1 HANGER44. 1. 6 SUPPLY DOWNSTREAM OF d) °� ❑ w 0O Swivel Ring- I Swivel Ring / it r .y BACKFLOW PREVENTER �� v �� + ,._,� 2. 2" MAIN DRAIN DISCHARGE TO �, - - - PIPE ATMOSPHERE °d 41) U .4-i ';'' > ° NOTE: 3. 4" FLEXIBLE COUPLING ♦rt v o ", FOR END OF LINE WHERE HANGER SUPPORT ROD IS LONGER 4. 1/4"200psi PRESSURE GAUGE AND „.4 c .- HILT! KH-EZ I ANCHOR DETAIL THAN 6" IN LENGTH, LOCATE WITHIN 6"OF THE HANGER 3-WAY VALVE sfm o N 0 �� 1 0t) 5. 4„ BUTTERFLY VALVE W/TAMPER /� Q i �` SCREWED CONCRETE ANCHOR DETAIL DRILLED CONCRETE ANCHOR DETAIL FOR POST POUR CONCRETE ON METAL DECK 6. 4 FLOW SWITCH 0/ �� -- TYPICAL BRANCH LINE RESTRAINT 7. 4°OUT TO STANDPIPES '04'4.• r" SCALE: NONE SCALE: NONE SCALE: NONE111 SCALE: NONE B. 4" OUT TO LEVEL 'I WET SYSTEM ( 6 9. 4"OUT TO DRY SYSTEM w. _ ,-'� 'InF L 4 mum HANGER #1 HANGER #2 HANGER #3 10. 4"TYCO NXT- DRY PIPE VALVE i+i 11. AIR COMPRESSOR FOR DRY SYSTEM g 12. PIPE STAND 111 W 4000# NORMAL WEIGHT CONCRETE 4000# NORMAL WEIGHT CONCRETE 13. 6" IN BUILDING RISER _ Lli 4 4 4 4 d 14. 2'/"THREADED OUTLETS FOR7 8 CONCRETE STRUCTURE ° . . ° ° ° (2) r r i t ° ° . a FORWARD FLOW CONNECTION Q Q 0 CONCRETE STRUCTURE GT ° a ° ° a d` a 6 - 18 GAUGE METAL DECK a ° �s ,, ° ., 18-bAUGE:METAL DECK a ° A .g e a r° 15. 2"AGF INSPECTOR'S TEST& DRAIN ` I ' 9 I-'- w N - e 8 a $ e VALVE Li.I 401 ril - \ / 4 4d 00 / I- C\I - 0 ��a al �� GO I 0 Luce co Oz r‘i y (aC t- a� V H f E r4. > """4 • ! I I z Q Ir CO a h A CI 4 4..---J 4s 4 c ., 4 it 14, 4 il r Hilt' KB-TZ Wedge Anchor r a r 1` ° 4 ° ° Hiiti KB-TZ Wedge Anchor 0 a 112" Concrete 112.. • , Concrete AID1 -,A o r Construction 45°-59° \ 1 Construction CIO 0 i E CO iii - i LIJ W Q O ai 45°-59° \ - HILTI HCl-WF CAST-IN . • 1Fir 0 . (� co C7 N HILTI HCI-WF CAST-IN 45°-59°' ` Tolco Fig. O uJ W FIG 4LA- CONCRETE ANCHOR 145°-59: CONCRETE ANCHOR Tolco Fig.4L--\ �-Tolco Fig.980 / g y 0 o 112 112' '-'- Brace Pipe 0 , � Pipe +, '� Brace Pipe '% � ~a'��• � � � � E- BRACE PIPE'. m ,i �'viiii-A-.1 411, Q U? ' '` -BRACE P1PE ` FIG.980 - - .; FIG.980 o - Tolco Fig. 1000 or 1001 ).� W Ir ,x.,.. .. .--- )T - FIG. 1001 "Ii- __-- I- F I a f 0 00 ir . w P Sw \._- \- PIPE j� - PIPE411 6 Eli) ,_____ •-===- -.__._ _ a. 0 APPROVALS REQUIRED 'SHOWN IN LONGITUDINAL BRACE APPLICATION "SHOWN IN LATERAL BRACE APPLICATION 7 �~�� PROVIDE EITHER SWAY BRACE TO CONCRETE DECK SWAY BRACE TO CONCRETE DECK LONGITUDINAL SEISMIC BRACE LATERAL SEISMIC BRACE -__� FLEXIBLE SPRINKLER "' ® HEAD OR 2-INCH SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE °° OVERSIZE RINGS ..•. .;, �, OR. INTERS'10-01 REV DATE DESCRIPTION ' �....a,aw .y .., _. »""ter.:.. 4 :. _ VALIDITY OF PERMIT • "''` THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION SEISMIC SPACING NOTES: CO DOCUMENTS AND OTHER LONGITUDINAL. 80'-0" MAX (40'-0" MAX FROM END) DATA SHALL NOT PREVENT LATERAL: 4" SPRINKLER PIPE: 40'-0" MAX (6`-0" MAX FROM END THE CODE OFFICIAL FROM NUMBER 24PCO242 l THE THE CORRECTION OF ERRORS. OSSC 105.4 DESIGNER DATE LATERAL: 2'/z" SPRINKLER PIPE: 401-0" MAX (6'-0" MAX FROM END) M. NORMAN QS 1ta-2Qi9 LATERAL: 2" SPRINKLER PIPE: 201-0" MAX (6'-O" MAX FROM END) SHEET 1 OF 7 FP-1 ENGINEERING ®41 9.5 (1) 00 6 5 (d_ti__. \---- „ .._____, ._______, ....„_,.., 3 ) 2.5) 2 + 1 �.�� i �I (i \�.��c"�.,� '!:. / . rf �: c 77506 PE I I 1 I I I i I I I / 5-28-2019 OREGON QI STANDING SEAM/Z-PURL1N I lir 1....--- ? JIM' FipRY L 0 0 NE, P ROOF STRUCTURE ,2 I �.....- I I A p - 1 I I I I I 'EXPIRATION DATE:12/31/20 I i 1 i1 f � 1. I_ m I - - .. - `n 7 -.. 1 _ _ . . . _ .1- - _ ---- ► 1 - - ROOF "u+ IL Y •- - T -�� I' ti .; - `1-I _ I _}-T-}-, - --_�I T+ I I ,4-11 er T �I`� �T' I' �T{ FIT.i• I - - - 0 .�! �. ''''- lTil �T� •1 , }--�. - 1,-,_____I 151' - O” fes_ I t.2� tit I i � I I { 3- I ,:s� I , 1317AfVCHLIIJE PIPING - BRAN Hla'E PIPING / 1 1 LPRIGT SPRINKLER (Y;111---'� - f1 I III I ..... I ♦ -�I • 1 l `rLE VEL 5 I _ I £ ) 'rT I 1 I _ 'T 1 _T +'T " r�..` 141 - 0" ..- �-••= - i I. + 4. �a6r _t3 x3111! I ,,4 . .o UP DOOR AT ( • STORAGE UMTS • i UPRIGHT SPRINKLE)?(TYP) I f - aw■■. / I i - !I I I I I �� / ; LEVEL 4 LEGEND n,: rrr.a.�+d_t . ., _'`Yom•. -r,+--.s _- _' _�.T_ _..__ AT, --- ..- ,-1C s.ro-s.- ).T --'."'- I � _ ---_'�-1_ -_ ----._\f-_- -- . ------.-r-± - -.--__-` . - --- .. _. s --. - —■--_ - -. .. _ I - v 1 - .l 1._ _ _. _ - _ _ - _ _ - ,...� 131' - O" tL„�„� LATERAL SEISMIC BRACE J Y _l L J.1_ ? u -,--'-.- T a - --Tr-v-- \Fh- 1 Jr T III 1 Long \II `= — 1 —_ I I I em BRACE LONGITUDINAL SEISMIC METAL WALL. -\\ WaY \ M" I BRANCHIJNE PIPING-/ _ = ____ 4-WAY SEISMIC BRACE •E =3 CONCP TE ON 3'METAL •._.,-._. 6 DECK iYPLEVELS 35 — �(< PIPING ELEVATION - _ _ _.1 _ _ - I I1 1 1 1 1 1 IN ii = _ _ LEVEL 3 �o (CENTERLINE) y-� _. {) _ 1 -, - --- I - �(�, - -----2 - ly - r� 1//� y� ABOVE FINISHED FLOOR ' I I. -r '- 1 -1- I+ T !T' !� 1r. V _T{ •� •. _ L--. T, I - - �T�--- \ -,:_i; .T l �I.� _ r _ ;�1 , _ _`�I' _ _ 1T I �0.� T 1 I .`S -_- ■21' - 0" O YJ / II ei' 1 �f" ,/ I_ .. PIPING ELEVATION \ / BELOW / BRANCHLINE P!>ING i■tAl(I P'PI JC' *..5) ta 9ELdW BOTTOM OF DECK UPRG TSF NKL:R(TTP) �••**+• 0 HYDRAULIC NODE POINT 1 HYDRAULIC AREA OF UPRIGHT SlaRINKL=R(TYP, OPERATION BOUNDARY Hydraulic Information — _ " • �.-� T rT_ . • _ • • • __ C _ LEVEL 2 j _ _I r _ tl ,, - . 1 . • L T . . • • _ -. 1111 Q FLEXDROP TO PENDENT Ir I E-� E 1 T - • • �� E I •T fT IE `,T T! I� E T Remote Area STANDPIPE 1'- I I ►i i ,� �� �, ��: � . � SPRINGER _ � t � / p FIRE RATED WALL�HR -I I I—� '-- 1—_-11i_-r.: UPRIGHT SPRINKLER(TYP) + POST TENSION I I - { 1= PARTITION TOTAL WATER REQUIRED 750.00 CONCRETE SLAB BRANGHLINE PIPING-i P PING —I lIER - a.s *r FIRE RATED WALL IHR LEVEL 1 •®•.� FIRE1-11 RATEDWALL 2H _____ __ ___ _ 14I. _— GROUND BARRIER TOTAL PRESSURE REQUIRED 87.226 -ill—r11-11 "._: -,- 7, l�--=1�� •-- � - � _ I ___ _ t � AFF ABOVE FINISHED FLOOR III EryE I---, E I— „ i a E1 E ,—I r E—E 1 1—„ 1—, I E-E , 1-111-71 1-11 .1 -7;—, E E t-----t r c—E E —r II.— —1 , 1—, •r I r-- I E----1 t r--I , Ii E I I----I I I---I I I- i 7-11111 -iI , Eit �I I i n AHJ AUTHORITY HAVING BASE of RISER (gpm} 750.Oo -11 -11X111-II - 11-111-1 I 1 I 1 I — 11 111-111-111-1 11-11 I— 1 =111=111---111-11 I-111-111---111 I I I-11 I—I 1---111'111----I 1-11 =1 II-III-I11----III-I ! 1ISI 1 I- 1 I�` I� goo - o JURISDICTION - - IAW IN ACCORDANCE WITH BASE of RISER (psi) 87.226 I=111 111=111=111=11j=111- 11,;, ,,, „il1 ,�E1i1,;, 111„1111 ,;, ) I,,, 1 ,�, III „ , 111 , , , 111,;, 1f„III ,;, 111 ;;E1 ,f, 11„I 11 ,;, Il,;, l I ;;, III ;III,;, 111 III II„EIli,;,ill ,;, Iil , , , l IE,,111,111—I11-11111I—Ill—/ II—,If1,11 , 1�1 NHS FIRENOT OSEVA CALE FHV FIRE HOSE VALVE -I t ,--! I I---r I I—III—r I t PRV PRESSURE REDUCING SAFETY MARGIN (psi) +3.978 (4.4%) DR VALVE DROP(PIPE SIZE x LENGTH) RN RISER NIPPLE(PIPE SIZE x LENGTH) HYDRAULICLENGT!-(} CALCULATIONS TO DN (PIPE slzEx �, ENG �~- PROVIDE 500gpm AT THE MOST UP UP(PIPE SIZE M LENGTH) 9 ) (9.5 • REMOTE STANDPIPE CAW NFPA 14 2013 SECTION 7.10.1.1.1 AND 250 m AT THE �' 4” PIV @ 36” AFF MOST REMOTE FHV ON EVERY OTHER �� -� �--� BUILDING SECTION VIEW TSTANDPIPE (NFPA 14 2013 SECTION r 1 �+ } 6 -6 Al-4 7.10.1.1.3) NOT TO EXCEED 1,000gpm ` B = C l �1f.3 ' (, D / ” . i- it I (NFPA 14 2013 SECTION 7.10.1.1.5) "---' = SCALE. 118 . 1 r 1.. . vQ1 10'-0 3'-6 6'-6 >~ 8' 4' 0 8' 16' I TO PARAPET 1 II I II t I TO PARAPET _\<0=1 _ -T-' 55'-0' !L 55'-0' SCALE: 1/C=1'-0" eQ1 ROOF MANIFOLD W/ (2) 2%" HOSE VALVES AND I 9 A 9 li ► - I I2003p6sAPFRFERSOSTUARTEEGDAFUOGRE 11 1T` 01 , • _ I I I I I I I I 1 r I I I I I I I I I E— 1 � I I I I _� ROOF LEVEL ROOF LEVEL CLARITY 5V-0" 4 r I I ! I . ALL HOSE VALVES, TESTING I ' 300 PSI WATER PRESSURE I / PORTS AND FLOOR [ICGAUGE N— TRANSITION TO CONTROLASSEMBLIES \ !�dir DRY PIPE I HAVE BEEN ROTATED FOR CLARITYNil FLOOR CONTROL VALVE I - �` ASSEMBLY (TYP) W/ 2" ! ! IC : !2'/2' FHV @ 36" `1 t0 2'/2' FHV @ GANG DRAIN @ 4-0 AFF , . i . AFF _ LEVEL 5 — 6 AFF :irT LEVEL 5 -- 71a� • •••••••,JIN 11%.... „to], / ll 'r`-, d I .410,,. I_ - I ! 16 l , I O/•14. r_s_; 1 it --!....7%, ! o �/ - 0 • �� � Q � , /Z FHV @ //yJ �-- IT �./ ` A ` . % :36 AFF ' FLOOR CONTROL VALVE I I f I = `�a11 I j ASSEMBLY (TYP) W/ 2" GANG o [� E . .5'40. ,Z ,,• DRAIN @ 4-0 AFF z�8 7 2'/2" FHV [cry 36" - 1 --., �1 v ��, . tip o - 1I AFF LEVEL 4 — 0�1 LEVEL 4 +4 e o ' -� 31-0 !!!// — 31-0FLOOR CONTROL 4? S acro 0 - : / 0, I RISER ..*,•. . .. . • I • � ,.. 411( TESTAND DRAIN r� $" R > a E ,,,!:.0, -I Ar.,.: A 1 to i.:>4..r itiso, i CD PI :'-`-':; L' .2 .0 .I _ / �a - „_, `l ,,-2Y ' FHV @ ��I _ dP-Li- - FLOOR CONTROL VALVE ° `m 3 _ . , 36 AFF ASSEMBLY (TYP) W/ 2" GANG r` _ 0 i/�� f101111— -, 41) l 1 u en U I I !• �, a -•� ..01,..%`SC)71 DRAIN @ 4 -0 AFF 06.64 o 2'/�" FHV 36" 1 • i .' b-1 CHECK VALVE el ► a 0 'r s I� _ e AFF I BUTTERFLY VALVE v0-g0 °� I . ► - LEVEL 3 9 — / . �, / j LEVEL 3 fit'77111 .... IT, m a6rt li, I 1 / I — ��._ ,0. JI I it _ N2�z FHV L 4 PIPE _ , = '.'1,,,S6. [ [ 4" PIPE CLAMP Q CLAMP ice,�.. I - TO WET SYSTEM (TYP) (TYP.) yp) Or- /!e,1 I0 W LLw 1� 9 I = _,., ,I I o � I/ / // _ - c IIS �� 1! 0 0 i 1••••‹.�f --- I \�� FLOOR CONTROL VALVE wLLI f ��I►%I I w Z — ! �t - I ASSEMBLY (TYP) WI 2" GANG 0 C/ p E[q ....•I PO:,,z:a a C1 I P,2%2" FHV@36" 2W FHV 6"A F @ 15DRAIN AFF ' ¢ ? w 7 • FF [Li_ - t- 1• \ \ k..2,-,,..., — l • 4 LEVEL 2 ° — !�, ,„."-V, -. LEVEL 2 S EL z U) . E -Y- 11'-0" = • ,f'�- , L, 11-0' FLOOR CONTROL VALVE ASSEMBLY w g o co z - , H, \ O WQ � ow -0' / ��% --� FLEX. CPLG. 1-- (O ¢ vFLEX. CPLG. I�---. ;, 7 :F. ....._ — 1,-N-- SCALE: 1/2"=1`-0" (} O ° w P. �,� /_ (TYR) D o Li ,� - I INSTALL FLEXIBLE . ti I �!.'+ COUPLINGS ABOVE AND I —� STANDPIPE FEED 2 I 4 �� - FROM RISER 2' EEEEEE� . 2' 4' (� w STANDPIPE BELOW LANDING �� 2Y2' FHV —� W ° 1.--, _ 'I PENETRATIONS \ @ SCALE: 1/2"=1' -o" 01e2i1°-:. `�' 36"AFF INSTALL FLEXIBLE az o.,;1 �- — I COUPLINGS ABOVE w a �I� - I �"' \ I AND BELOW LANDING APPROVALS REQUIRED I 1 I 2W FHV 36" - - - --- PENETRATIONS CITY OFTIGARD \ GAFF = 7 LEVEL 1 1 V LEVEL 1 7.2 -I 1-1 I I 1 1 11 1 1 1 1-1 1 1—I 11------1 1 1-1 11-1 1 ! �I I—�1 (-1 I I—I I—I 11—� 111 r-1 I— 1 —I 1 I—I 11 F1 I I-1 I I—I 111 I--11 I--1 1---1 I 1-1 11--1 I I—/" • i REV DATE DESCRIPTION -11 I-111-111-11 -111=1 I 11 1 I I- 1-111-1 h-1 11111-111-111=111 1 I 1=111—M-1 11 –1 11 1 11 - ( 1 } III--III-1 1 1 1! I I—I 11-1 1 I--III—III-1 1 I—I 11-1 1 1- 7--1I - — 1 =1 1—I 1 1=1 1F-1 11 I I 111 I 111 I I _ Ii1i1111III1111111l_11111111111111111111111111111111 11111; STAIR A SECTION PROJECT SCALE: 1/4"= 1'-0" NUMBER24PCO242 4' NM Mil IMI II= MENIII 2' 0 4' 8' STAIR B SECTION 6EM. NORMAN 05_10-2019 SCALE: 1/4"=1'-0" SCALE: 1/4"= 1'-0' SKEET 2 OF 7 FP-2 STEEL PIPING ARMOVER WITH NOTE: ALL INTERIOR DIMENSIONS TO FACE OF WALL U.N.O. 1"THREADED COULPING TO SPRINKLER '<c�Nil: /.' FLEXHEAD DROP SPRING �„' ; tk t 77506 PE FLEXHEAD DROP 5-2 8-2 019 FROM SIDE OUTLET FLEXHEAD i- OREGON 2o co DROP FROM `�F`9 N ,70 O P PENDENT SPRINKLER TYR �� TOP OUTLET /PRY L O,\•\c, • EXPIRATION DATE:12/31/20 1 BASIC CEILING FLEXHEAD DEVICE - ' - // �-% ' CEILING rC.. - '`� BRACKET, • ....„ r • ,---� �.. TYR A i g19 .3 D P a (1. c-R-, 0 0 ., , „,,.... . . ,..,_ ' 1 ` •_ , 1 ` / ! I 17t1°-1Q :� f 4 I r ~',•_ ' 0'-4 a-10 0'-2 0'-$ ~- trro 1 1(7-0 i 3� • 6-6 17J0 9-7'h t7-Irr� 17-0 _ 10-0 - - 1v� _ ' W-2 111-0 9-10 10'0 ta'o s-4 ! _ to•3 _ ��a � r 1 f COSCO POC --UPRIGHT SPRINKLER 4"STANDPIPE BASIC CEILING-7 -~ `^{ �'`..- s A ACOUSTIC OR GYP -6-IN-BUILDING RISER UNDER STAIR LANDING 0'-8'h t,+'�o W/2'h"FHV LEGEND � A 11 SYSTE0M i• I DEVICE BOARD CEILING NG Y M I I 1 r l�4TE A SMC BRACE ! ;i " �, 10'x10' 10'x10' 10'x10' 10'x10' 10`x10' r10'xin' x 10'x14' 14'x10' 74'x10' 14'x10' 20'x0' 1{1'x20 II L R L SEI 1TYPICAL FLEXHEAD SPRINKLER DROP '� Iii—t-s-2:: � �� � � ► P 7-4'h' , _4=a+h_ 4'•9'h 4'$'h 4'-$54 _ a'-6'h a-a.s ,CO¢'$'h _ 4'.$+,4 a:s'h 4'8<h , _ ,'_13'h . �s'hLong LONGITUDINAL SEISMIC CONNECTION DETAIL � - ;• ,,• °o,; , ° _- _„r , ��� .Ag ,, BRACE Pipe, 6 b k., -' �1 B 4.4:::way 4 WAY SEISMIC l3RACE 1 ', `� `� Joo o fojo `b SCALE: NTS SEI ...: :rri�� � `�� BACK ` o_ ` o o ` o ! ` o i ` a_ _o o o Y o i o ` �4 PIPING ELEVATION '� 1 'A ELLS' `[...- . v a c ! v r to r . . r Q r . r r rp 4'1/4 (C N r� • ENTERLI • - :� -- : —<'— ,- --- "' -- r ----- ---- a, -- -- ----_ . -r-a,'- J _-.Y _ - c - --- = - ------ ' �- m -- _ — ------ — - �. --- - ,_ ABOVEfiINtSHE[}FLOQR ,11 • �3:, e*- O COR DORcr �O PIPING ELEVATION A 0 () C} C) C) C (� 0 () A t -1 ;•& v'b �� ' 1'-11' Qe-. ;�� `}4 ` I, ".._ti 2 4 R 2 4 R �ti;ff-72 ` �? '� 1, 2 'o Q I. ?e o 4 I 2 `� �r q�, 0 (CENTERLINE) !+A o ! I t�' 1 ds ` 21-0 hl N 2V-0 r-.N N d' 21'-0 T �' r..r'! 21' .ry r�r Iry I tv Y1_441,.i..0,,,,::-'1'4,..,:' 4' v, � 1' ¢. �. �� iill'H::.--.: l - -_.._ �_-__ * BELOW E3C7T7dM QF PECK 0. 1'_13= :-4 _ -:.'- -. -0 6':Q -0 ' ?__ �' 8'. I 7 0 1 -0 i 1-0 _.1 � 8€-e (Y 4 ? 3'B.cv 1 !' _.. - : ___ _ - ._- .T_: '- _._._...._ -_-_- _--_i_. __... - __ _- ___ _._.-... _ _ _ ___ - _ -_ __ _ _ t0 - 1. ---_ t,,-'-" _ _ ___ _ E _..1f BACKTO c*' iai - -••,---•------° _ , - �------. _ • , -=--�wel -., - ai. - w..,.4:. ,,, . i :,,�,; o- ,----- .1 -s--- r -1 _ 1 jc.r 0 cajI HYdRAULIC NdpE POINT 1. • t •1,. r�` 7"` ti 4r8T� $C cy 4'-Bh ! '''4'-$'h m 4'-8'h �� "4'-$�� c"4'-81A 4 4'-_ cl 4'-$'/s `'�4'-8'f� r" 2-p y 91 1 ;v YDRAULICAREAOF 4;r ° BACK c� o� 1 �.O C) t to I t� � } � a-a'� a 1 N 1 _ _ 1H9D°ELLSx7, 1� E_1 ! ,x5, 10'x5' I 10'x5' 10'x5' 14'x5' 10'x5' 14'x5' 10'x5' 10'x5' I 14'X5' 10'x5' 10'x5' ! 1D' Fi'x5' ; 6-6 'ham "' I OPERATPDN BDUN23ARY 0--- •-__ j _ T' I� _ qi l t 110'x30' ,k 10'x30' 10'x30' L• . 10`x30' 10'x30' 10'x30' ■ 10'x30' 10'x30' 10'x30' I ` ,— FLEXDROP TO PENDENT ZD xin 10x30 10x30 I N - NILSC '.1..- ;� \O xr •r SPRINKLER g_1 4'-1 ! 4-2 4'-2 _ 4'-2 4-2 _ 4'-2 4'-2 4'-Th 4'-25 , _4'-21_ 4-2'h I 4'-2'h `4 E0 c ,l _ rR/(+q f � I 1 'X5' "a - F"' 'J 10'x5' .�.o I� � !w .o .�� .im `I .It'o Fi .ka�o '� m i a rTFIFIERATEC3WALL IHR r 1 r ---- l °ro r •'/a y� i y -mo o / �'k, yy /yy C - tNO PARTITION '', f ti i ,_. _.._.__.__ -i 01 N I / / / / / ! 5-6 ni 61-0 • '11� M11 ai. FIRE RATEDWALL IHR i . i N Ni-, •{ 6-1 \a t')�{ BARRIER f f' 10%' 8y1 `n �" N1 rwoas FERE RATED WALL 2H if• `.-�` Z'' '/ 10'x5 � '�'- • b b -_' b b b• \ a ! 10`x5' 0 10'x10' BARRIER 11 .(4� i �' AFF ABOVE FINISHED FLOOR t !/ .I! 1Q i7�, :�_-t_.._ i 1.4 4�' I r k r r r r w, r r r r �- r J .II 'I li AH.I AUTHORITY HAVING / 'j r` I fib 3 1�of _ 4 c„ ., 1 \� I r m O rv��I JURISDICTION f! �i �- T 0.0 1;4;50. 1'/4 _ B 1 -r i 1 U , 4 LAW IN ACCORDANCE WITH ii- 10x5`E.' ' r+, r � �I 11'-1'30 \ I ! '. Q C} -rte 4 () =X R t) c7 () 4 C) ¢ C) 4 C) 4 C) =� 4 () 4 () -"' () I 1 k1 1 NTS NOT TO SCALE ' ' / �'� \ n, ;:-= dAGKTC]BAG1C �� c� -`r cv cv N r N a cv c� c" n `- Cl `- E_i a.' o� Q-0 \O 1=HV FfREI-LOSE VALVE J ri :/J• e, o;' 90°ELLS 1 . ., ; ,( I C-) PRV PRESSURE REDUCING 1 fi �, w 1 -t Il r �•, g.t ,41 / ! I / / 1 f / ,' / 1 in'xa0' • VALVE /�r I�f' _ w 's \ ; i 1a x5 I " "10'xS` __ DR DROP(PIPE SIZE j 3'_$ ! ? 106 { . y^'- 'M1 b � � b `C � � 4b I � b 6 � � � o � o � o ' Q } • Q LENGTH ' i 0'x D z:i v _ -� r r r _ r r r r zi : s ,- b cv j 1 r 1 .� c"t! r - = T .... - 1- - - F Vol _ I f� R NIPPLE(PIPE SIZE x ______— - $ - 'T RN RISE !/f �, 10'x10' 1'/. ur 1 �cQ I ar h j. x LENGTH} Ji ,_ 19' 1 7 5' e • { v O X11 '� 6-1 T ° DN DOWN(PIPE SIZE x /. I f' --�C \ ' �� . 4 x LENGTH) 1 /71 `"vim :/ SRF 0'G2' 19'11 In I ifil N9'S :1 4 .Y)`n I ....-x),g, ! �)(g ti]w �]°O }'4 .�]� ?< -.-g;?'A' �)f4 C'�1 f 1 1, t O • �, UP UP(PIPE SIZE XLENGTH) % it/ ht Jv O4k m - � N 1 r'b j .� b r . Q .b ,.o b o o ' b 6`-6 01 511 �'° r M _:::....:::::::11 ::11% j r t)7 t-0 Z' o 1I i �f r „7„,_,,:. . ..:__ , - , � 6-t n' �: 2 c? c�' 2 �' '� 2 ti 2 2 m �"+ csl. r-+ co 1 �4 � F In .�-' m '�� •-'_.:.. _,_,:i: ,-' j ,'- , 1 Y • i9;,,;.:,.i7. x5 ty� � i us In .n In ��� rn uy m In In In C 1 uI 1051 . _ --_. v , +_ = 21 �_ = ._ 21-� _ 1 '- �i�.n_ - _ . _.. �. , _ _.._- - - 211Th - - ----` `` 10x10 cv N �' — :// r �. !� ,_ ---'------- -c_ -10.1'11,_ i -- =- _ --- f -_ ,y1y �_ ' _ a , /. \ ., * 2 2 .. 2 1 2; 2 ! • ._--, } 2 I ,. , 2 1 �5 fl i'iii i .i "-�.`� �+ 4 ��� 0'-6 � 8 11 E, - c r ,n 1 �:-u j� ` r•'i - -� c-� i r� -�-c2 - �'•-m*` � ��-m .� �-el �..m r ',. '_�:,_ ;� � rl '�. -� J d F- t ,f0 • RESTR , Mr .-.� •- _- J NITOF , 1'-2 5.1 ��3-7 11 5 Ir 4-6 5-6 --7 II" 5-6 4'-8-'. 7-0 - 5� 3-s -0 r I z - 10-0 - c�'a 2 a-1o� _ 1�'-1 �j o i �' a �_ e 1 cs '�' (} () t)- ()r U" )� 1$U"` C} 1 c) L: cil a; r LOSE? '� 1 ` l j! - o I ��: )II: 9ACKT0 �n /4? / CORIi1DOR / a t, / I. 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' 12,0 SAO •+ Nc 5'-1.- �' 01-6 I `-�'1 16'-11 \ " 0,-0I =`..,.,� �.m �. ,,, •cam u? c�i .Y u�r l_� 1 f E `t 1 �^ 7r w711 1�• b e 4 •4‹ a CO IDOP, 'v I c� I I we ii d d as • `� / %` �-`�+1 1 „ti - Q , �+j+ s:� :I> - I . • S - .�I. _V,�N -w..�I ry I I / / / • I i 1 w� i I --,�I 1 ;l 1;�. ® *_ s 7 A r'? -1 1Y4--- -i-c--.1.. , f1--3 -�a'�-� - .,.-.o-'9-",,r • --�T- _._,....0....R......._. a --+._,n_._. • ___ N ai i „0 O � * I; l - , ''l - -� - . �' 1� 2, ' 1 i � � � "' bay ' -" � � '' � � � � � rI I - � . �7,„____...„.... • rte' Apt, ci) _ r , F =� 7, i 3:6 r:� p 17'$ r 0 a ! 15'58 r� 3 r+ �- ( !� I eta t /� 1 CS 'iii _� �+4 q �_ � - �;� ` r_ ^:_ D,6 1:S $ 2 , 4r N;'� �- :s , 1Y, \f Il1`/` ' , �, 'a1'�.� 7, SI-Op �, a Q _ _ r; ° 1 r oa ti. \ �„4%254� 4-214 I 4-71/2 4'-2h 4-2'h 4 10'x10 ~' = ' x 2r 0' � al O ,ti ?7 0 Ces 1r 1,� 0'6 a 1 7'-1=-- 111 - ', (} � l / ".->".- -�� - .-. i - r ` � 7ro �'N vj f , Z St DO g° :1 t �N �' b 6 6 ' o -� j - , t fr 1 '--.. ► 0 7r �i:°-.4 ,na 7� INN j as 8'x14' =-N 1 N _ I r 1 ; o _ • �' 4 , 1n xiD' 1D x10• 10 X10 10 xao 1 0 10 xaD• 1IA_to r" ` ` ` 1 r •1. 8's - 5'70 '� 1 -e I • r 9 ' ! 1 '■ Q ZE v f! � j'''' i . iii,44 6 14 '4 'l 1 1Y, �I .. ��t'�.� if3 x25' 10x25• 10'x25' 10 x25 10x21 , r a a t,� ; 4-.+ m ,, T o� / ., _..._ _ _ , •. 7.7 b eV �6 Q ! 0'-6 8'-1 ]T Qc" �!1!. ! V_ o C� 14 1! ° t� 5'-354 3-8'h _ 5`2Y 4'1'l4 ,�4-2'h. I R'2'�4. _4'2'h ,M V N `- ! , Wif' T 0U �- '- Q o i I �/ �-- € - 1 i��:• 10 X10 �,,,� tr' O ao f 1 Hydraulic Information ., �2., 1r, ZOpe o .'•' 2'� i $'x14' . - IL .4 N c`� I l ' o' .- _1 ",, ' u--8 1.- •, U a ' >` {; Remote Area#1 •+ 1x0 �!!. �„ 10'x18' 1 ,i tr �- aaef ss's - '- �, 170•x5' =.ri v k a cr� OCCUPANCY CLASSIFICATION Ordinary Group li CC . • i ° t' 1'/. `'' 1'/+ .. k1'/; I i 1 I I 4'.3N 1 1I � •`� c>, o mf DENSITY(gpm/ft2) 0.20 for 1950ft2(Actual 2025ft2) L.....,..„7.t.:. 3:2 ` 3'6 elf " ,' a s 1 \ L.' 7 # . - ( .s'-� I .� ' , _1 • 0 '�� �. �� a-9h - 1 lV -Vi 11.0 - ...� 1•+" sA TOTAL HOSE STREAMS 250.00 ( 6�... 2,0 I ' T. T-- -r T -_e ` ' -%(,j{ - -'I- - C8) Y , 0 j DRY CAPACITY 109.63gai . t • 8'x14' 2! FA, CHINE - �" •- r r N '- , i_ ! N II,! 10`x.10' I 08 a • 'I' RM I 'd - �, . . TOTAL HEADS FLOWING 21 ! ! 7 1�- it�� N - 4 : .1 _ -._ _ _ • �:, u_r O K-FACTOR 5.6 {` r0 ,l, ar 15,7 _ SR SIDEWALL 4 / 9 / d ` a , • o / I ' S•6 r O 1 CO c ° r" = SPRINKLER 2'-0' R. .» n .� n: r �:' ! era e� p E a O M d I s3R• FROM BOTTOM OF 4 -o O r� N CO a O{va$® N i ' x TOTAL WATER REQUIRED 823.76 -AREA OF DRY SYSTEM --� ! Cite 1 1'/ \ _ �/• CV �, i 7 U (} U i} 10'x5' N - =r. TOTAL PRESSURE REQUIRED 84.982 i • 0-6 17 0 3't ELEVATOR PIT . ,� 1 SAFETY MARGIN (psi) +5.881 6.5°fo •1 ` ,� I• N �'' 6:100\16x10. o,* 0 iL. (P ) ( } ! t ,+i q,ar4 3'11 ELEV-A �a"NOTE: AREA OF OPERATION INCREASED 30961AW NFPA13SECTION t+� N . !�` \ ,; ••• ``p) 11.2 3.2.5 FOR 0RY SPRINI(LER SYSTEM -v- Sb,.#5, 1%, _ ! - 'h -- I i I • INSPECTOR'S TESTAND - � ----7-- ,_ 1 - �` fDRAIN LOCATION Qa =1 �,�+` ..4.1",.3."1„1.17_43. ,..,c,"..{,,,.."" ,�. 1,h I 2 L �. 1 z �� Z N _� i p'g♦ - I ,�`�2 G 212 2 A 12 re. 2 21'-0 o, 9 �)0 o :() e"'',2/.-0 o ``]c.,,, �� �C'sn��" � N ;n r1 34,1 If ''4' c.' t 'I 4" Y• `-� �' >" - 2 N i 2 - t" 2 -2 12 N ' :- 2. 4� 2 - 2 ', I I } - I - 1 ,.y -_ .2 -_3'=.10-! 6-2 3'1.0._l_____.5.8 _ 11,0 .. 5'-4-.. - 4'-8 0 _... .:L. 3-2 0'-2 I R; 1 *.0 csilY w Iv _ -- Jr STANDPIPE - eters - _-.-.a_ UP r rxs r ` w1 2'1z"FHV -, •: �, I 883 -I !'! ,+ () (} f) (} (} C} +-10 <} 10'xZO' I-- W i_: � i�' N ALV .-� .- � .?- N r'_1 �W z 0 l - �I TRASH 1 I -L O a� _ fr1 -•-.. 11 •*,,�1 ii to r fD r m r m r m .•- m .- ZO / �' 't I— r` • ��� �' �` • , , ' .� moo `. I � � � � � � fl .r 1i-� 3'-&h 3-8' 4'-,2% 4'•2n__ _4'-2/r 4-2h i_o Ljj - t l 1 `4 ' - ,43ca I! f a? .. -:1<79t2---111 �� b !� ��i 1.1..(1)<Z1- U3 ii S A4'10 Qiv6_510'x1B'b 10`x15' 10'x15 in'x15' 1(3'x15' 10' b' 10' 15' 0' 20' %.16.. V J I 4 Z CONCRETE STRUCTURE- CONCRETE STRUCTURE9 +,, __ _ I x i -- x15 x I 1 Ix _..1 LII Q w ----"-- 55- ---C i -- - - • .1 4 'S I J I- _ � UPRIGHT SPRINKLER a �O = Y ' UNDER STAIR LANDING Hydraulic Information (� ,, d u •Q - ^ s Y Ly Q In.. . ! Remote Area#2 Q Fc, N d ^ /1-51' ,, ,—' �' ,,, - _ i i OCCUPANCY CLASSIFICATION Ordinary Group II 0 W - A . - .: I ' 1 DENSITY(gprNtt2) 0.20 For 1500ft2(Actual 948ft2) z 8 \ .'7'.. a QUICK RESPONSE REDUCTION 9'-6 Ceiling(40.0%)900112 z W O TOTAL HOSE STREAMS 250.00 . 3 z n ATR_-- • DeWALT MINI-UNDERCUT+ ATR - '-- HILTI HCI-WF CAST-IN d a 4 d r TOTAL HEADS FLOWING 16 APPROVALS REQUIRED CONCRETE ANCHOR: �_ CONCRETE ANCHOR: . ° �° 4 • CONCRETE STRUCTURE` r K-FACTOR 5.6 •318"ATR FOR PIPING s •3/8"ATR FOR PIPING 1"0 TO 4"0 1"OTO 4"O(RED) CONCJ ETE STRU9TURE 4 0 - , _ E PORTLAND FIRE BUREAU 1♦ • 1/2"ATR FOR PIPING el R 4 � 4 ° 1 1I N. a 4 .L . Q t TOTAL WATER REQUIRED 587.38 11111111:111M l�lILI thitlI1 6"0(ORANGE) �° .' ''\ 1 ° I IL FLOOR I TOTAL PRESSURE REQUIRED 82.399 ,,., r ° � SAFETY MARGIN(psi) +9.458(10.3%) ,r PIPE PIPE BRACE PIPE '�, �� PIPING PLAN ADJUSTABLE RING - ADJUSTABLE RING- / - HILTI HCI-WF IN **NOTE AREA DFOPERATION REDUCED 4[] INN NFPAI3SECTION 11.2323 REV DATE DESCRIPTION HANGER HANGER �' CONCRETE ANCHOR BRACE PIPE • HILT! NCI-WF CAST-IN NWITHAMAXIMUMCEEllNGHEIGHTOF9-6'AN6INSTAWITIGNOF FIG, 4LA 4 11 1�', . CONCRETE ANCHOR �� : �� QUICK RESPONSE SPRINKLERS :.. -_- 1/2" / SCALE: 118 1 -a 8' 4' 0 8' 16' r : . 11.411611. = y FIG..-- 980 . f FIG. 1001 1_ SCALE: 1/8"=1'-aM..,r'111'I'lu.11 hi i FIG.980 DETAIL CONCRETE CAST-IN ANCHOR DETAIL N 40) CONCRETE ANCHOR SEISMIC SPACING NOTES: FOR POST-POUR CONCRETE FOR PRE-POUR CONCRETE PIPE LONGITUDINAL: $0`-0" MAX (401'x0" MAX FROM END) PROJECTNUMBER 24PCO242 SCALE: NONE SCALE: NONE 'SHOWN IN LONGITUDINAL BRACE APPLICATION 'SHOWN IN LATERAL BRACE APPLICATION LATERAL: 4" SPRINKLER PIPE: 40'"'0" MAX (61-0" MAX FROM END) DESIGNER DATE SWAY BRACE TO CONCRETE DECK SWAY BRACE TO CONCRETE DECKLATERAL: 21/2" SPRINKLER PIPE: 40'-0" MAX (6`-0" MAX FROM END) M. NORMAN 05 -10-2019 HANGER #1 HANGER ##2 SCALE: NONE SCALE: NONE LATERAL: 2" SPRINKLER PIPE: 20`-0" MAX (6''-0" MAX FROM END) 3 OF 7 FP-3 ENGINEERING 4000#NORMAL WEIGHT CONCRETE 4000# NORMAL WEIGHT CONCRETE -• NOTE: ALL INTERIOR DIMENSIONS TO FACE OF WALL U.N.O. zz t._ s � � 18 GAUGE METAL DECK , 118 GAUGE-METAL DECK �S .../41111. �...1 / "r _ d � 11. 77506 PE \,\.,'- , ft// 5-28-2019 -, \, , 1../ to �� '_ / 9OREGON RECO o0�N. Hilti KB-TZ Wedge Anchor ? r, 'I Hilti KB-TZ Wedge Anchor�- �F,pp ]C) ti��P 112" +� 1 Concrete 1/2" - 1 -Concrete i Construction Construction r L 45°-59° 1 I EXPIRATION DATE:12/31/20 I Tolco Fig. 4L- \` Tolco Fig. 980 450-5901. -- Tolco Fig. 980 ---- Brace Pipe Pipe \ / Brace Pipe __f' Tolco Fig. 1000 or 1001 PIPE A ØJD 010 0 0 0 0 of co 0 • P •'QR0 0 / ` LONGITUDINAL SEISMIC BRACE LATERAL SEISMIC BRACE r� 170'-t0 • SCALE: NONE SCALE: NONE 1 Q'4 0'-10 , 4.2 C-81 10-0 / 17-0 3-13 5-6 1ff-0 g 7• 'h 10-0'h 10'-0 10'-0 10-0 i I 9.2 10'•0 9'-10 10'-0 _ l _ 10'-0 9'-a 10'3 10'7 — _ _ i � - - - - _ - ,= , = ; - - LEGEND SEISMIC SPACING NOTES: 0.-7% � �� � �� / - 5,_1{j,� 4"STwNCPIPE W!2',4"FHV 3'X1'/:"REDUCING � LATERAL SEISMIC BRACE LONGITUDINAL: 8G -a MAX (40 -a MAX FROM END) .... AND FL PE W/2 TROL COUPLING Long LONGITU171NAL5EI51VIIC r� BRACE - = LATERAL: 4" SPRINKLER PIPE: 401-0" MAX (6 0 MAIC FROM END1 _ ___ ____-_ _. . --- -_ -- -:- -- --_ =- *way1 1j ,_ � 4-WAY SEISMIC BRACE y . 'f I 0 LATERAL: 21/2" SPRINKLER PIPE: 40'-0" MAX X6'-0" MAX FROM END) I ' ! - 'undo. 10 x10 I 1 e xiO I 1a x10 10x10 _ Ionia. 1a'xlo' __ i ixi_o' __ ... _1o,x1o'_.._ — .� __._ ti . 1o'x1o' 10'x1o' .--.--io'x1o' _ I� a�x2o�w 2" �� r �� ,� 1 -j -a ti 1,— • , + + `c tY, (CENTERLINE) PIPING ELEVATION LATERAL: SPRINKLER PIPE: 20 -0 MAX �� -0 MAX FROM END) - STAIR t , _ 5 Er% �` =-8 4t.:_, 3`.8% �', • �� �� I3-8' I � .4.,,,L�-co. ��-�- 4:0a� ABOVE FINISHED FLOOR ,I I 1] PIPING ELEVATION i I j111°1514 I - -4 1 1 ai B OA (CENTERLINE) •i /,' �' rn �` Q � $ACKT10 BACK'Di`d j' I i � a, & i 90°AND 22'/z' 1 'v V I I O 0 �!' BELOW BOTTOM OF DECK - o� v, m oz 9 rn rn • rn . rn rn cn 9 --e ! V ` it-L= � \ I :_r _______ 6 ` .Lc,d, e- \ 4-1 • ,f] �' . r,'} • rn • ILi • If] ��`,- v In ` Ci ' 4000#NORMAL WEIGHT CONCRETE i'6,.7. ... - t "' - .- J _ ,Y b'"_ "` Os-.1::,. . .-._. r: -'�__.k,z__.a Lam' �_._.: . \ \ / s \ - >~ _ tx� r.-_T1;'_`-'_� `- 1! 7 . J \• - C�.2'h 'f /'f2 1 2'h ��- 2'f2 / 'f C 2y4 / r 2'h �2'h ~` - �v 1 O'X1�' � v I O HYDRAULIC NODE POINT Q. G "? N �? 1 HYDRAULIC AREA OF �- 10` 16"'1 ® ‘�v �� ® cr �)cv .c)N /4 �)�r ,� �)c., �, )h, 2t ,11h4 �} OPERATION BOUNDARY 18 GAUGE METAL DECK --'4 +h4 4 2', .t' 2'h 2% �,2% I¢ 2'h 2% , 2 2% . 2' f 2% r. r r� 1 c „r 2% . 2'%�.:r 2% '"� 2'% 2'A _ 2% 20'10 2'% 2%: , 174 I r12'h_ , • { ,s.1 -� __ o---- I- r., X)r� �_ . : u25 mac-•* 13'.11 L-0 j�. _ _L1>xn -5.0 d'2- �L101,0 E�th 3Z }1�-0 _�A - Z2'.' ;(1= 8'.8 1-4 =--"j10'Q I 3a If r - 411? , r- FLEXDROPTOPENDE�T l �,� �,r 'T 'xs' ,� ii., ` rn b 5'f� o i ♦ �,� ,n oto-� : �,-' -, I . .+ dxs I � 5 11 I , 9 II 6 SPRINKLER F � "v l v ver , 1 m [7r v �� •,. r �' 1 # j 1 \ 4 v ..*.t*°rt FIRE RATED WALL 11iR 4 _ o r" q 1" 1 b6'1'f. C) j C) 1 I 6'6! HILTI KH-EZ I U r C) C) C) U C) U ; 111111 , ,,_, 1,_- - I e--� - - a - r r 1 - y 1 Y FRETRAOTEJD WALL IHR _ ! I- r T r rr r v v r - k�- -.__ ! . •;�~� ... x ' 1' 0`x5 1 .- I + r T I �; ;' - �;, , ; - X55'.+ I -�'r, th1410'x1 U° I BARRIER s' `� 8( 41Na y - "' Fo b J o o E a"�o ■,�s �wr FIRE RATED WALL 2118 - 3/8"ATR ,• q 4 4 4 � 4 z. . � R a4 4 4 "' j a to m • •- m .- b 1 - to - b to - m to b { .+ N BARRIER • AFF ABOVE FINISHED FLOOR �' 6 4 <G� ^ d . ," '$ b b j 5_,,� 3'•8 '$J : 3'•8' 3'9'n ! 3'8' , . 3'-8'h II 3'-8'h ' �3'8',4 , 3-B' \ 6 5�t `'} I AHJ AUTHORITY HAVING RING 4 81, 5 $3-7 I ....1:61.4.4 _---'^� JURISDICTION i'' .� . -i.-----_-<,.._` iv,/ .., •� I I j TAW NACCORJ]ANCE\NJTH so 70 ^1 C N •v b b b b b b b b i o f _._....-- -- , yam ��, -__ . ' ' _ —10'x'15' 1D`x15' J _ 10'x1.5' 10'x15' 10"x15' _._._- .__.__10'x'!5' 10'x'15' I 10'x15' '10'x'15' 1' �I NTS NOT TO SCALE f ' + -l`ra 5'-g',5 _ 5-7 k I _ _ f . -_ - - .,I + -- ° , FHV FIRE HOSE VALVE • � -� "l0 x15 j n� �� /� �1 r zA —? Q • /`C .ti ' k ' , " r . e " . . . I . ' x55- - H 1 Xi O PRV PRESSURE REDUCING PIPE r f a '2 10 x '-s'h i w 0 x 105;20' 10 x20 105;20' ! 101x20' 10 x20 105:20' 10 x70 1 101x201 10'x20' 1 10'x20' VALVE 0.4 . • ' 3 8:4 3 8'. 3'8' { 313 . 1 3-8° 3 3•B' 3'-8' 3-B'/r 3.8 m DR DROP(PIPE SIZE x �, • 0 1 1 'x20' , 10'x20' _ - '4 j . m . rq , , LENGTH) `t` f / ----t. , N - - { j RISER NIPPLE(PIPE SIZE x ,� O XT S, ry� r ��F 4'xS' 7 'x15' '10'x15' �-2 - k �� ,• s-s iv o 5-13 I B' o - y ; R N P LENGTH) • ) r .� • :' a? `4 'k^�i cn { DN DOWN(PIPE SIZE x .'�G� 4 t' •11 '� - 5-8',4 _ 5-7 i 4'• _3 I j LENGTH) ,4i 1 r b � b � b � b � b � b I r b � b � b I � b C o I HILT! KH-EZ I ANCHOR DETAIL r:' = d �� '- co UP UP(PIPE SIZE x LENGTH) _— -__ , ,' r:.f ` -1-j 1t. . - ��a x I I I I ; x ti rX o• ' FOR POST POUR CONCRETE ON METAL DECK 10 ° 1 •'� t a� °' - I T �- 11 �V`. A.70; .7p�. .. :� r •-8, 4'- - F I O ri .p o I� r do - I - r - r b I - da .-`--• b - to '�. tQ F., SCALE: NONE r '" _.. I .'41 / 1 I I 1 a), 1 • i Cf p_ rt -2 0 C) 0 U I 0 C) U 1 0 C) tl '\ j \ J ///fir--..it • r��¢ �' 5'x5` i 10'xs` () t) j I I I s'� o s'-11 • °' c HANGER #3 �y r !_ O' �,4eh b 4 _ - f Eno I 4 prn.021� rr, a, rn1l � . 14 A = -4 t .71'n 21'0 ' _ - ' 21-' ..... . _._.. _ I �� /----- -rhF 7 h 21. -T'A . .: 2'h , 2A R 2'h -)- - 2'1� 2+h ., -2iA--i_' 2"h 1rT , -7231 - - , -_._ p1 --0 (.)�. --• 2_8 -6 sn 9,. `-n1 6- 8'r0 ' T_7 `' d'-1 9' `-2 10-0 �'.:.'1'6 1 6 `. M T:: i r r? m 1C t! - r /�� Li N CT-6..--(1,7. .R £� �J r 10'•0 7-8 7-6 10.0 3 G 6-6 10'-0 d-0 f 5-E �e - 10`-0 5 I 7 0 I • C'i I 4.-.•_,,,,;= 74 to U U - �-�, 1 C? C {) - C) C? C) {j C `- C) C.el �`�, £:, el I rte, �' '° /)i jos �� 3- `�' C IRCU TION ` f► 1 ' :1 t" I, '22 l �p , 1,` '---i-z—,�� • I F�O' ` ' b. IL-'•-•-- __ /f 5' b La R7 I y+x L� Fu To ,io I ro r ,- 1 T +--� n`."_"�. [5..5-71. "x5' J-11 ❑ k. il- e Lig tz T Jg. r \ N N N N N I N c' N N N 6'-B T ' l ' " /( �' a 4•s t 1 • 4'84 ' t 3-•1.0 5'� (} C) C} {) r;, • C) {) a� {} , C} ` C} W a fir 4'- - ti - ! '` N r_j Si • �� oa,� i •. ELEV - B 'SHAFT 5.x5. �'10 _. I ro 'I x5' 1 i~ 10'x10'_ r d W o co ro" I $ 2\, �1 � � / �, J IN � 4 � c ao � a o f o � o moo � o I m 1 • C r 3 ' Jae?, • 3- to ao •- ao 80 co &s to •- bo •- ai 5d - � ❑ ,! • , e Cr .�' I w • 0"x 1©' ^- _- -I 1 - �' r L - • ` .!'�7� �' 1 .I' `�` .7'7)'! i '•l YR �� _ �iF �R 5' - - I 1 \ \ _._.. ..-.__ Q� 5'-914 -9Y. i 5' W .y �C► - • ■ - - _ i i / G� -5414--- 14 5±91/2 - I - - 64 Q° 5-11 . P7, ! I �� �` l 1% t'T��* ■ ^1O'xS' I "� °o �-1I N m T IC iI = rA in TC i! 1 ;-- 8, , --...../a7 :-.4.,/g, z..,"Vg,- :•.---(4 z'S-g v.-. __76) /'/1f/IIis W,►, ►• �� ±� 1 1i I fr 41 A) 10x15 10'x15' 10.x15' 105;15' 10x15 105;15' 10'x15' I 10'x15' 10'x151 I W Q I re cm I- /If • / c� 1; ao - - v. � '-� , 1+, �' `" '10' 10'x20' 10'x20` '10'x20' '!0'x20' 10'x20' 10'x20' 10'x21 ' 101x20` 14'x20' 10'x2©' �1 x5'? ' S _ .. 1� •, � • 1/. � i � S� 1i1� E � � �a '!O x10 � z o ;� 0' 3'-0 S-9 10.-0 0=9,41 5'9 + + + ' 4 I co 13'� `? `C 74- ' III r� tv I •I C v 5 8'h _ 1 5'8'/� _ 5 8.4 5'8h _ I5 8 �J i _ 5'-8% ...I _ 5-13% , _ 5.8h 5-8% Q 1 C� ' v m -!4. ,"?r ,o A -*-1-9., I - m i ca ' cp <o i , 4)n j i •� au.• �Cj I t 5 r l U C \ — (f� /// ; y p, f • , ,z' ,�16 6• '-F -',;N; 5'-11 �� /I- _ _ yQF;'"'-7-' . Iorf r4j ' :` Q . ! �l'yP" 1�, _..� 5'-0 n -...__,. 0'J4U'' ..._`•I '' f : - 1 r . 1 i 1 rn, •1 N Z • d / �A.7' :r C}r, 4 fl R �? I R 4 q q q Q r I (n r • ' ai i�1 ry ! - 0'x5'; �1 f 1 k �y '-11 F 1.1'- .`.. b ate- b 'rte- b j Z. e�`- b Z.I.- L? ,'�•- b a - Zj r I I�... ----. . - 'I i_ 70,1" ; / 1 gSIJ �r 8 5 i I. • •._ I ��a'j 6''4 N ;� j m ro ' t� i0 Z:?, s z.-I. as zx 9 1 °o i U m Y / ~�• 53i,° � 1` �L11,,E.3; o Uz. C} 0 /` ! U () U 0 C) C) 0 0 i )a 1 ;� .. 0 y , - sr r "' I"```` - CI ' 1 , , I I 5-11 a.i @ ,• _ '� 5x6 �, 1 3` g -/' ', �' Qin ypr _I ! 1 °° a.a' r2,h ,w apt i ,o, :-9 2,4 a;.o, q2'fs .a, ,ornTA ii61,„ ,C , ____0 - / x �` 1 r , rn rn - to to ▪ re, ' //// • - ' ,Al 2 _ 2-' 7 2',c1 ..r;4 T+ , `•2tiA"—~:. 2 .r� 17',4 ,. ar---'-`-.�'2� ` ., a I i a 1 If �•- Ni' I 1 ABOVE FLOOR 10 X5 g . 7 11 i my -7 I D'-6r 10' 101' (' 9'.6 � 10'-1# E 4-71'-6 8-6 r 1D-0 7-6 7'-6 10' 3'•s -6�1 = 14-8 1 x IU 11 I r 9,11 U { 2. PROTECTEIO FROM BELOW Cc�!yj \ /C 1 1 �i �' a 1 __} 5-11 v • r-•^* 4 °� O `h�- f1 6) 1p tee ..- J • { ()� �� `.; - __,_,..:)_,.._________----H„,:,_ 1 r�' �— r `"� �.� .. ---i ''� 4x5i 5 1 I5.x5. ,S 1xs r 1 �. '� Q)U I • �Ir k j N 'S � rn U R =:' I -1. (7-1- V- 1 I 914 .',1 ,,,C1 U � O C) 1 •• O C) s C) I oo C) I � O C) � o C) i 6.6 .tet- �, ,,� vrn*a ------7--1-„,.-----;- ,Y -.., d�d liF ...y._fflt /M1 ' • �'` £� N - r �' \ w ,_>.' m to I r as • - to -_ ��=- iA 6 BACKTID SACK / '44 I O'X5�'i - 1©'X'10' 8 a • /, r/ iv r%a�(//x'90°AND 22% b a 1 q i �? 4 ! 4 4 4 € �r `4 = o. `�,�` ' ��� �.- 1/ Q.! , IK. f �i �p :-.1 c, r �P r to ." to 1 r to 1 .- to r to `* -1 / , 74/ ' s • �,. , 10'x'10' m 1 �, 1 " �` l / 8,,t0.' �� r_r ?''$ 2� 3'9,,4 �•9'h 3 9� 3'•9'h I 3,_ . , -_ ) F.'.1 ,f2 ,,„iz -,. s> E �� f ' •i T r ?_ �.- -.-F i 3 5 9,4 6-6% 3 9'h ,� { vy p a1 I ` r-53-7- 4-, '� ; �+� 1' --1.9'1 'x1 ' ' 4 ' O'x5'N - l i I8'6 5 11 °u3r • 2`'f �� .J t.+. z, b b b - b $ o tt a, o, � `.� V O ,,, - H draulic information �'- 92 '� c • / I / f C _'';- ,�,, • , _ 10"x15" 70'x15' �f 0`x•15' Ill -� i - RemoteArea #4 r .._ o, i ^ -. � .,o , • 4 _i'Lfl X15 10x1 _ I �.._ . _ ... _.. — -- �m.■ >.� ... . ra - .-.. ;: _ --- =10 x15 10'x75 -� ' ` /to,/,-5 �� `" 70' `a'e'h 0'x7. 10'x20` 10'x20' 10'x20' '!0'x20' 10'x2©` j 0x5 �,' 10'x10' o ea v OCCUPANCY CLASSIFICATION Ordinary Group 1I ' I £ F • .. 1 X ; a�� ; ^ , r3 '"2`- • a'-e'h 10 x20 , , +- , . -° w o / DENSITY mIft2 4.20 far 1500ft= Actual 963ft' �,.4 2 _, 5-8h - r 5-8h _1 b c ▪ O E o O (gp ) ( ) .-----./ • r/ r_ •^4;" ,,� • -_ - 513f2 5 13h 5 J3'h F . w w 1 I 1 i �•` ' QUICK RESPONSE REDUCTION 9'-6 Ceiling(40.0°,6)90Qft: ------..._61.4...... by �.- . . rr 2 22/: ELL _ i _ \ \ a$ • rll ?r Z'�f r I I I 6& c :i5-11 + o TOTAL HOSE STREAMS250.00 ��-_ ` • '3: --'-� , ; _ r:S4 • 1- :1-- FT's - izt -- - 4II", t I, -c-r� g!;l Q� + �' c�TOTAL HEADS FLOWING 14 - . $ 8, s` I o2, i I 4 C71K-FACTOR 5.6 -- ii; ! • 2 r • /y • 2'h =-- - 4 - q a ` o I �: o I i . ..._ 0� �., �ex8. /r , JS �j r_�V r� 4'-0 ,�1 `- Y - _ - -'-iR r b b I� b r ( r i� �•:____ � 5 �., 4 ' _._..-, - 'i• I cY / TOTAL WATER REQUIRED 600.07 N ' 1 ' x5 N .6 1 O X1O `:__ 1 ° 2q:Q / TOTAL PRESSURE REQUIRED 79.725 ���" 8;r 8. 10'x5' 1 , "' i ra rt, - I r rw 1. 1 1 j oe.350.D7 ' • ; Nb ELEV - A 1 ¢ BASE of RISER(9pm) I r [I1 I I . S 6 1 --C \ U C) ( C C 1 \ O A' BASE of RISER (psi) 69.427 l 1�'P 7 5' ; I 11'10 t 2i...L1 I 39, 1 q 15-11 SAFETY MARGIN(psi) +12.086(13.2°,6) NMI Kik}$'1' a{ 8'914 ? ,� 2+h i s 2s Ai Ss: 22% 4•',-, � iii 7,% .. `, -4 c' Q W W 'NOTE: AREA OF OPERATION REDUCED 40%JAW NFPA 13 SECTION 11.23.23 ` ..'�.-.. . I __ 21'0 k I_ 21'-0 _,I ___ 1 10 , N �' J -- - _ - _ WITH A MAXIMUM CEILING HEIGHT OF 9-6'AND INSTALLATION OF - ,t, 1 • ICK RESPONSE SPRINKLERS. as I _ . 2'fi 2'h 2' a 1fl - 2+h 2', -2'lz -2' -2',# 2h I 2S4 s� i - } I / / j 0.-&:,-_-_ ,-2 T q $'-0 '';'19 8'- '_� 10 = ;_79 l'-3 10• 93'-9 7'-3 `• _° fi -1E�x,i0- 1 ¢ if f` ISI I F� �, i (. C �, c' 1 ( { .4_,7 C� b co LLJ B' ji, " 444 0 �f --i- i .. _. too � _- ._______ 1�._-.•"•• VIAIII Gi_ZL 1+1,--g 15'-11 `�� -- - (v 1 - N - O ' 747 ' i 4 STANDPIPE t 1 I 4 `O N . I 5 J N v WI 2'/i'FHV UP 11 t o (0¢ 0) W 3VII [ 1L. 1I. u, 1 CC a_ H � H h . _ C) r C) t- {) �- �, C) 1rY { r �, { 471 $.' ea C 1 2 � WZ � � � a :: ir/ FLOOR CONTROL ` m! 4 a 4 q i ' o ` o ` q 1 '� 11'-0 1 -• •__ WtEg O tJJ ((cii) RISER 6 _I r / I / i / 1' a.1 1% V- a (� ¢ 5'9K S-9h 3'-9% 3-9',4 r7....' '9'h 3'-9'h 3'-9'f2_ 1 f a-6 id-0 4 0�-6 I - o17LL} INI — -.479 - I1 a Do-s - _ r - �c��o '10'x18' I 1 , r , �I � `" c [— ....-- : 10x15 10x15 10x15 14x15 10x151, ; 14x151 !I 10 20 FJ} ; 4 w -� -_ _ I I .I _ _ .� - 1' 10 W a z � �• O Hydraulic Information c. o W a z r` "' cs9 a r t7 Remote Area#3 CHECK VALVE Di OCCUPANCY CLASSIFICATION Ordinary Group II APPROVALS REQUIRED BUTTERFLY VALVE DENSITY(gpm/ft1) 0.20 for 1500ft2(Actual 11751t2) CITY OF TIGARD QUICK RESPONSE REDUCTION 9'-6 Ceiling(40.0%)900ft2 NN,.. - TOTAL HOSE STREAMS 250.00 DRY CAPACITY 5.38ga1 I 2'/z" FHV TOTAL HEADS FLOWING 15 REV DATE DESCRIPTION • FLOOR 2 K FACTOR 5.6 TOTAL WATER REQUIRED 605.79 PIPINGPLAN TOTAL PRESSURE REQUIRED 76.612 BASE of RISER (gpm) 355.79 r 41(‹C) / 1/8" : 1_ " BASE of RISER (psi) 66.236 / SCALE: 7 0 �/ SAFETY MARGIN (psi) +15.178(16.5%) "NOTE: AREA OF OPERATION REDUCED 40%TAW NFPA 13 SECTION 112_323 PROJE 7.1. WITH A (DUCK RESPONSE SPRINKLERS CEILING HEIGHT OF c'-6`AND INSTALLATION OF B' 4' 0 8' 16' NUMBER 24 PCD242 FLOOR CONTROL RISER DETAIL SCALE: 1/8"=1'--0" M. NORMAN A05-10-2019 SCALE: W= V-0" SHEET 4 OF 7 FP-4 • , ENGINEERING 4000#NORMAL WEIGHT CONCRETE SEISMIC SPACING NOTES: a LONGITUDINAL: 80'-0" MAX (40'-0" MAX FROM END) NOTE: ALL INTERIOR DIMENSIONS TO FACE OF WALL U.N.O. . s LATERAL.. 4" SPRINKLER PIPE: 40'-0" MAX (6'-0" MAX FROM END) AVA„ . 18 GAUGE METAL DECK /f /i ,. = .(------------- \\ LATERAL: 2'/2" SPRINKLER PIPE: 40'-0" MAX (6'-0" MAX FROM END) C 77506 PE M \ °� a '• .�- �, LATERAL: 2" SPRINKLER PIPE: 20'-0" MAX 6'-0" MAX FROM END) 5-28-2019 s. /OREGON , - .,,� ���R 10 r1''C I , On Hilti KB-TZ Wedge Anchor---- : �, . \ Y L L . 0' 112" : ENGINEERING NOTE: ALL INTERIOR DIMENSIONS TO FACE OF WALL U.N.Q. 40000 NORMAL WEIGHT CONCRETE �5 1, ...r4A,„ / MO,l t .„.c ik 7 77506 PE 1BGAUdEMETAL BECK -- - - -._ " � 4 5- 28-2 01 9 . A cos 0 0 0 0 cos 0 0 se / O1'3 7es 0 09D D# �FRr Hilt, KB-TZ Wedge Anchor .- '' 1 / j f _ EXPIRATION DA fE:12/31/20 I • 1/2 , Concrete - I 1 Construction 45°-59°/ , r/-10 6-21 o'-a j 1 / v. 1a-0 _ 10-0 3 6_ _ 8 = _ 1a•0 9-7'h 10'-046 ` , 101-0 101-0 • 111-0 9=2 1(7-0 9.10 _ 1070 10'-0 7-4 10 3 _ t{I'•7 Tolco Fig.4L-•. t' Tolco Fig.980 - - I- _ __ _ _ _{_ _I_ "`��� -1- , y 10 Pipe --. \ - Brace Pipe 5-7b-1h fl'-$% I � I 4"STANDPIPE W12'4"FHV 4":42%" REDUCING -_ ' AND 4 FLOOR CONTROL COUPLING C4 7-2 c. I ' .1 ._ _ _.__ _______. ____________ 10x5 , 10x5 1Qx5i 10x5 10x5 ' 10x5 10x51 10'x5' 103x5 - ' 101x5'' 10 'x5'1{ 10'x5' 10'x5' 101x5' 1©'x5' 10`x5' 10'x5, ' , 1 / . 1 j• , , ,I1 1 1 'x24'�'I I i f • 105;5' _ ! • 4'-6 _ i.+ �0'x1d' .I'+��. 1JP 10'x5` 10'x5'110 x5 70x5 10 x5 i X5 {-`IGI! , I 1 ab TAIR �F x•2 ' 2'-2'hl 7- 'h 7- h 2- /r` z- 2.2'h' z-2'h 24 z271, T-2'h 2-2'/s 2-2'�frl 7 2Y► x-r1,' z• 'h g,7.6_ 7- ' 2-2h 2= ;i 2-2'h "'TA 7-214' 7-7f� 1�'. v-�- )> I U O O p ( - 1111 11'.0 ra 9 ,. LONGITUDINAL SEISMIC BRACE -x. ., = , , giv _ 4_,__I r� �• ; _I�- ;zap �'��A=� O>== � r ai j��Z� f � - .f T SLI_ - �; ' _ Zi?�r--r - --'--' ' l _ ,-' _ . � ' r•1 I / 1 LEGEND 2'h �, x 2'h 2'h r Z; rh i xh ` ' 2 '10x5 I LATERAL SEISMIC BRACE E ivy 1; Xv 2 14-110 e--yl " 21`-021 0 � d 7 1-0 i I' p_ �I r2 2 ' n. N sem-{ . }I 1j �r 7�: l s6"0 rP 5 % 2' 2'h!I 2% f 211` 2'/ 1 2'h 7r2 2% 2% 2'h`�=- 2% SII .% 7A 2% 2% TA'-°:1-1 2%r 2'!z end '•1 + 2'h 7I' 2'ft�'i fr_x 4% 2'h 2'f.-,!2`h '% 7h- i4 234 /1/22i:I2% , w 2i�" ::2% ,. i4 h '- I - 7'-0 ° •;. 1 ;'' 6 rn �� / - Cr , -- �_yl�, r, 1 1.", _<i \ , \ , - \ �r rlr - 1. Long LONGITUDINAL SEISMIC -7 ev 11 ' L-- -- 3'-- �3'-1 7-5 ._2-6,.. `a 0 _274.,;._____! &_2&-2'6 1 ._,' 7-6 0'_6 I-B__2'-----, 7-6 7-8 1'-2* , '. r a = 2.6 ._...._ 2 S i'4i'-2T2-6 5 0_. _ZEL: 1 i "7�6 5�a _7-5 "7-G --° _ 1:-.5_2,6 F„ �-} BRACE 4000# NORMAL WEIGHT CONCRETE - � ' iY -rr, 0 �D,41 1 o • S 4 -Ir �.!! t i, -r ..F.7.*: �� 1 r 0'6 10 XJ a( I c 'S Aii t `h rD m m i �rsu X5 1 • v wE rr • § . 5X5 1 iVII �� 4,*:,,., -`3 -Is i.� •ti ,` s ' d,. era -. t 6' fir sobm u, u7 ,CI 'n ,e] 'n ,o C� 8-3 - 0 ,: } C) a 1 C-3 a a Ci\ f 6'-6 j e-1 e,T8 UAUG METTAL DECK ° g r r" � _ tvT i4PIPINGE<ISMIC EVATIONACE ` . s ' : 1 L� ' -- o-5-9_ _.. I C) _ C) I C) C) C) 1 () j 51X5�I 4..-. �toa-__ `° 2er.' .- ,' fi,• - i�r` �. 3'�i ec II- --- �Q (CENTERLIN HED FLaDR ffr r r [ ,1 f U A�7 9 to ir- �� �� / ..1 4° a II ±` 10'x7,5' ../fix to I291 �5� Ci\ s 1 to to iw Eo ao to \ 1 1 I 1 _ ErrABOVE F NIS `° 3F r: '- a • j I PIPING ELEVATION �" t o a n o o c� ___ .p -. ,fi o o �' �' N .. .,O (CENTERLINE) r �' 1 6 / ��i 4-'0-7. ' _ r' b b b o 5x5+ EN c„ F" 4.$+h /, 4'$14 4'-61h ( 4�8'h / 4'8'h / 4-a'�4 � ' c5'x54 ' ) s" "` F.„ C6' 1 Q'X.r]I *�' BELOW BOTTOM OF DECK Hilti KB-TZ Wedge Anchor rf*fr' .... "'e '� % IC1 I1 b bC12-17 b cg 1 1 o o ; 6-3 I HYDRAULIC NODE POINT 1/2" Construction ,� "', �; !r r, a'-s� � --„ ,a•s+� , ' 4'sh y,� 1 .4.-9,4 . 10'x15' 10'x15' 10'x15' 10'X95' { 10'x1.5' 10'x15' ss I . �'1 - 1 \ 1O X7. 1, Crti1T � ^fi - --- _ ;�, --- HYDRAULIGAREAOF ' . f,� 1 '; 0' �' b Cr,� �' b ' 5'x5'.' �' II 10'x10' 10'x10' '10'x'10' '10'x'f0' 10'xlO' 10'x'10' 5`x5'" ` ' 10'x5' I _1 DPEIZ4TION BOUNDARY 45°-59' Tolco Fig. 980 6.q s y �. I I c,., , 1 -T_ _ 1 I - 1 5-0l°\ 6,6 ad 1 m FLEXDROP TO PENDENT �'`,. Brace Pipe - ry�" a°�1c ( 0'x24' 10'x20' 10'x20' 10'X20' 105x20' I 10'x24' L4 = J'�� LC.7) I m /�� j�� zti * SPRINKLER /�;,' • 1 - }"h rc. . . . - -.: - e,-- - -. .. .._. - - 4�94-g 4-9 _I 4'.9 4.9 4.g ;' , �• 101x7.5. _ -, ! 4 �; 6 14/0'4: 0 x15 101x15' 10'x15' 10'x15' '00'x'[5' 10'X15' 15'x5' se - = - - - - - - ------ 5'X5 F4 r; .... FIRE RATED WALL1HR 2,4 w , 1 . , 11 II '� X-Tolco Fig. 1000 or 1001 - "' 1 i I m (�\ 1 I \ II i `'' 1 ,) PARTITION �ry �3:r, .. dh '4'9h 9'hcg 4, r Other ds F; i , 8'-6IN 51 .. .. FIRE RATEDWALL IHR r' , ' ' „` •.- •' �A 1 C I 4. k�, `,____ 1= - ;-„ -o ----- "� o `Cv 5-0 ' tv[ t;, BARRIER a'e�'� 4-�h 4 s'h � � - r -- - I ...u�6 $ 2 __ ., F., - FIRE RATED WALL 2HR --_ - _ _ `r 7 1 0 ��� -- f 5`x5•- - - 2'h _ 2Y 7h -_iu X - I T BARRIER �__i', E s4 5.6 4 9 0 1 o Q I 4 1 "' 21149 , 6'' ;-. I I� 1 ca AFF ABOVE FINISHED FLOOR ---•-- ' 10'X 1 Q' �_ ,�, 4'. 4) as ao I ao m i Lr♦ I 6.3 ,fi - 1 )c.l C ., 0,1 1-0 ( ,, +1_ C , L211-0 C)� I s-0 f Qfi PIPE • iy I m m to . aj, i 1-_ 2'lj$ , ..; 2'f1 ;t 2# _ 2A 2W 1 1r 2'% ,I $2'fi 21/. 21/2- 2ki�\ 6'1 t. mIit`'S.1 AHJ AUTHORITY HAVING ` inti►" zv' .'�-. zv' .�- t4' r tv ,. \ cl , r JURISDICTION - - r o IAW IN ACCORDANCE WITH _-- -_-_._. .- i o a•1 ' ' S-1 4.11 tr 0�- &-1 3-11 -0. T 0.11- 5'•7 esa �•, ' el , c' 1 1"I -ITX-4-1 I 1 1 ,fi - ' - �. .�- , - -_ , t r lig ' •� /v 5• . f �V a I� c' NTS NOT TO SCALE 5 5x5 5x5 5x5 F� - 1 1D x5 C7 LI V C1 C) " 1 ' Z' ,' C]7 3 Z'h 234 23g (' .q 1 , 1 it•-3 td FHV FIRE HOSE VALVE LATERAL SEISMIC BRACE A`� h "` ',-0,,,,47. - 4 ;o ly, 4 a� �y��, # Q6'-3[y, FN -� 6-6 16-1 PRV PRESSURE REDUCING I +G 2r -� ty14 i,0 ,/�; _ .. .�. ' ..�.2- t..� ` -•'-- = --___ - ' -'-. i _ ______ "f f , 0 0 0 I C) C) C) ;r, Nir VALVE - .. - - .. 2% __. / .2'h 2% 2% -2%- ; 2 1-2Th ""W-�, 2'h .2W ., ___ - W - `@ ` m _ SCALE: NONE -1f._,, /6 T �2 _ I 77--1-,2%- rl g'. _ _ I _ °4, 1 - DR DROP(PIPE SIZE x • r \ '-1 .,m ■ .- r [V'- '� IT r Cll.... r N. r �1 i If ,,: 1 S �-.. rl , �� 8 0 0 ;.7 6 ,_00-,:e___. 6`r'� 6 e 611.4-:61`.61:1 -T-ti0 '- Y -1 -[1 . 46 �:6-- .5 I- i3'=� o o Q If 1 i 1 LENGTH) mor-4 _� �� ggi I 1 . 4 rU ' 0 r ' (),- r� 'q� ro ao aha m m m • 18'-6 rL'E 6-1 RN R15ER NIPPLE(PIPE SIZE x. b o: cl- ` - bd E' i `r 1I - LENGTH) / 6 5 2234° ELBOW / / 4--_ / _..__.._ I ON E SIZE x - w,r- o. _ : , . ,es --If,/ - --_ . ,n rn _ I L - 10 DOWN H) __ w • `ar ' - - ..-- _ i3f _ . _ -. d- _-- -- - - .•_- -__I -. LENGTH) / -- ' -_-... I �-- DJ I - r Z7, V''' I ' r Z7S W 1 ,r. - ' - �`'X5/' 9D X5 %i '113`X8' -_-,77R It'll T -• / a\ I� 1 gVii' Qg '' cg- {fes 1 x b �-1� UP UP((PIPE SIZE x LENGTH) ,: Qt- ' / 4'-9% I 7?'!� 4'-8'4 / a _ / a'$14 _ ' I 6=3 I _ 1 1 , , 1 , 1 616 CC II '1 4 ' rn rf �� ' ,r ------� I '? k 10'x15' '0 x15' 105(15' 101x151 10'x15' '1Q x95 O,t - - .c,e' Cr) 1 Qfl� • ELEV - B U j C C '" 1 1 1 1 1 ..- i 10x5 T o +, • r 4''36 'HAFT' 15x5 . 1 14 x10 1D x10 10 x1Q 10 x10 10 x10 10 x10 -5x5 ii 1 1 ' Cl r _ 10'x1 1 D'X1D' 10'X5' i I' 4 8'h _ 4 8'/: 4 $'li 4 $'h 4'$'h 4'$'h '� S: �' 5-3 6-6 veli fi-i C _ \ ' , r # 'x1D' 10'X10' r l.1 - - -� - NI , Oil j O D� Lir 10x5 1 10'x5' 1 10 x10 10 l �, 9 -4 _ € m , 110'x8' ]�� I x5 .._- ,x5, " 5, 5. 5'x5 .�-5'�x x51 5 i 5'x5" _ - - L 1 E 1 -r _ -c rl ° •3'-4 •'-3'h -3'h ' '-3'h 7 3'�• 7 2'- '• 7- P 7• •• 7- a 7- z-7' 7- •• E Q\1 I. 1 Cil �' v .' !' r ff -3 234 2'h 7 0 0 _C - ea o ea o � 6'-6 61 ca i 53 4.' . LA�1W I O Ch O a'-$+R '� , I .74 \ O 1 J r . O . 4. O r O F 1 Oil, .-_.___... S' Cb Cf�. I C'�l. 1 ly_,..:___ _.:"-- ,..... - , .:y _ - j -1 ce`4- L-- `C ! 4:.,-,.---.__. - ` __.._ _ ` - --�- �q - _-_� - -. _,�_._.....,-. _ r �� • 2� 3jaS�^._ L_ '�, 21- k_ �S" ;;-?...- -i , ,;__..�`.' cF } Fi . fie ,.(.1-,-;z,„--al __.T '� 4Z�i r_ _ Qi'- 1_ - L. _,;--t F _ �'I N cv .„ 5,, • �P W / • I q, , r2'h 2'fc ''' h 2'h 2' 2'h 2'h 4 j 2'h •I 2'h 2'h, 244 2%,,'• h 2'h- 21 2'h 2'h 2/ . 2'r -. , 2'h 2'h 214 2' 2'f, - 2'4 2' ^- 2' - ,r T �''i es' '� ' 10'x5' �° N s < 4 0 1 2% 2`h - '` 2'h 234 1� 5' 1' 0'• 3'?5`. 3'7 :7-6 0-0 7-6k7-61'-0 6-6 °4 T-8 7-6 °S'7-6 2-0 13=0 7•fi rl.0°2'-6 -D 7-6 °Q7-6 3' 7-0 7.6 °Q2'-6 5-0 7-6 ° 7-6` A'-0 6-10 I 1 E LS:` r .- r N iy A 21-0 C)cv 'r )n 21-0 ,t 21'-a C 6-6 '` a '--•.�- ti... �'� zz' ° ELBOW t RIIDOR �* .� R /. . _ E- .. _.. __ I , 2'h 2'h 2'h i 1 2'h 2 h 2'h �• 2'h 7h , 2'h 2'h 2'h �" ..II 5'1 ,r a u. - _ " �tY.O_ ' S-0 5 0 6-0. 4'•0 .�1'..0.- 5-6 igt4 - --- I I u-, 1 D X8 +/' 10'X$' . i lr r- r -,.r- s to '� a- b' .- r r b1 V5 25 ---;....74.......-- _,---1 ✓f,�...^ ^� rr� 1 ©'A5' 1 _ w F- " % . 1 I 1 rte. r 'vT v v a 351 11 '"- I r) 0 m 9f CS.' 8.1 "' • r�,`C -.3 f `t I _ 4'$'h_ 4'8' `r I _4'8'h_ 4'8f, _ 4'836 t....4;81,4 _4'-$'h_'' # a 16-3 4 0 C) C) C 1 0 _I: 6-6 n 9 p -v • r •� 5h I : �, . ^ Tr � ,. � T, Ina �' f' , p �f� Y �.-- .ld� ilf' \! 1 1 (Y •�, C O O 1 yam:. w Oi \ O - O r j ';jj' 1 �' i Q ..•O S:2 / r i 5X5 ' 1 :� T, o zv o I ` I �^` e7 r ' c ^ 5 I' 1 - 1 Q X 1.r.-----„...-----1h CST, m I a' : m m9 co co { 9 cn 6 fi -C 16-1 W a) • is - ! �' g 4'-8'h -', 4'•9K ► ' :,, ' .,I Ci' ' 1 ,� �1 ., .,: 101x10' :,. 1 63 i Fv l tv =Ce N _ :.0_5.`X:0,1;z0' o x10 10 10 x1a " 10'x101: ': 10 x P _ 4;'10'X8 q' . ?'�f - _ r. rlr T - °'_+ N b d'9'h 4'e'h = 4-$,h = 4'-81/2 -4'8'h 41-0 i N 'C ) �10'X5' L 4 ,�'6 �� ` " �; 5'xi 5'X5' ! 5'x5' 1 . r. - ix t�15'x (• 1 C ° - C 4�° C 5' '' 1 �` J1 ' `C' S' 075 ?� D X14 7-21• l ` 'h • 2- • 2'• 7- 7-.'• 7- '7- • 2' 17- • 7 '• 2- 2'• • 2'h �� ' ;5 b b b a6_66-1 In 1 r '� "�0�01.-. r _�_ ^ u - --. A- 1 -_ _ ,;-, __ ... "'- �-- 1IOvT i5 �fQ'X1,6' 10 X1 1 �C�151- li D`X15' X _ 1[t. . ig ` q z O v -ti. .4 ; fh---•-2 Z-ir'h= r �'h---2'h -2W y h , _ -- -- IMEe� ,. \ 0 }' LI S FF ?s / Eh 1 1- , 1 1 , 1 1 s , 1 , 1iv a� e -_ o sr ° 5-0 3-7 '-a z- s'0 tV z-s tit, .-s c•o 2-6 p , '-0 z-6 - 60 a-: 7.6 _ i ' 0-10 10x10 10x10 10x10 10x'10 10X10 10x10 r 5'x�'r 1 1 10 x5 - 4 a Ttob ti �; r22'/ E=LBOW �1-2 � / �7 -fi ry �+ it • _! f 'r / ti, 0 5.-0 % rr • : ■ aos aas cv i.1 _ 71 fi-6 1 L.--JIL 1 6=1 ,• - --- Y 04 &: f. 211O ■0-• 4 e0 0 411 0 0 .0 YN •i� 6 T rA ) .� 416 �, ti ('� � 0 _j cb� `�-�- TQ �',f ��1 -ti 's _ 4'-9h 4'-9Jr 4-9/, 4'9h 49'h 4'�4'h I 1 it 1 '/ �-� y C�. _ f r6 2t [1 - - _ - r . r r `•' �' r� I �1 �,, Ir �1 ' f t �1 41 ..Ie� 1ox5 (7�' t' 'a z �g �-' • I 6-3 17' °' T1 sN..:-161 ,1B• 4 9 `�' '�10'X 1 D` ,= r i -_ a� • �.� a n �� �.� - m - .. =i - = t ! - �r fill► _ __.. 1 �g b �� •4.g - (<'_ ! , Zv .! 2% i f 2'h 2'h `� 1Q X5 c0 •x 1 • - ` ' x5 I �, �' g " I 1 Hydraulic Information w 101X1 0 ; ! �, T-o •_ j' g Q 4• 01 ui C24° A C k, C yr LI-0 "'II:- �1 � ()c.1 21:--(Z13-4-43W. 234• 6 6 4`,r j i • 1 - Remote Area / j , 6.-3 F„ 2'f. 2'h h 246 r f 2'h h 2S4 2'h 2' 4ii c #8 co 1.� -6� � �- 10',X10' 10 X'10m 141 .. :, . - :. ` , / -_, --_:----...105(7.5/ ! 7?:-2- f�^ ''-s�'� s -s '+` �`I' - „IMO- -- 1 ._____.' s 4=0 ^ ma am . 1'.0 5'6 , 1 OCCUPANCY CLASSIFICATION Ordinary Group 11 _ 2� 10' 1 R .� 11 . •_° -0 5-0 -a 1�. - . i- - '� 10 x5• 0:4 ~-----w �? _c Qx9 4-i `""" cv Lt° - TJ.- - N-- � • , F„ DENSITY 2 2 O`� ' f + 1 j` • =6::::.,./- ?6 • 10 e'h co 5X51Fv �' ,_1 a I , 5 1 (9pmlft) 0 20 for 1� >1 (ACIUaI 939ft') JQ_ 10 x7,5 l - �_. a-rh_ \ 1 41 , N ••. , ! o x _ ,5'�p �� - .3 = ,. •-1 ;., QUICK RESPONSE REDUCTION 9-6 Ceiling(40.0 h)900,1�' - • 1 U C C) U C �i 6 6 - u) 4 10'XT.S' s4 _- 1n� Sp t 2,� �`� 'ems �CQ �e ! m) m I ca erg) 17_______ g -, . TOTAL HOSE STREAMS 250.013 , =6 �`� Z, _ ti 5'x5'1 ""'� ''' _- T r z- z r` I, 1 _ t�,` 7- NIi N r� �p_,.�. 1x5 DRY CAPACITY 5.38ga1 1 L. �' 29 2�,. - I I 1 10'x10' 4 � 1 0 !IS 1 �, { 1• TOTAL HEADS FLOWING 21 / r r-4 2b 4 6-0 F ; 6 6 -fi MWlt:' -+i' 0` -I1 .t ` • 3 6r 0• :1 1r 3 I 1I 74:71-6':-.5-1 K-FACTOR 5.BN/ 14 xT.5, ti I , , '4 TOTAL WATER REQUIRED 664.78 ;;:826-c79;1°:it = ,' .°__ - • _ �=: =,, �' ' c- -_ 64 ' - .AFS:-- . _ L- ��5 i- cif - . -- Q �--� a��'[Q'X7.5',` �'s�,� . ,, r , � 1.c�, _ 4'-6'h_ b , 4 8*` i a'e'� 1`b a'•$,h • .. ' li V TOTAL PRESSURE REQUIRED 71.712 vo ?4 ! T_ 1}2'h �' ,Q' - '- 1 ' t .+ 1G-6 �-�y - BASE of R SER 4 J 0 •4=a 5 7D 15 10 x'15 I " 105(15' 1 t3 x 5 f I I (��m) 1 a.7 tU aa a -___101X7.5/ s- sem` 6' - -, - , ` ' :_-W - - , _ ' , ' i 10x " ; •` O' •. / / -.. - �_ -- .11 SASE of RISER{psi) B0.551 [.,� L - s; 4`-,--- ._ 7.1' 105:10' 10 x 10 0 x 1 Q 10 x�I O 10 x 10 110`aff �v 1 SAFETY MARG I N(psi) +19.851 (21.7%) U 6i > G , 11/ 0,S 1'-10 r Or -----1IX7.5i r �2'/?° EL80W '1 b5 0 1 "1 4 '{iii 0 u) D O u �U _, m i 1 zV.. t4 I , "NOTE AREA OF OPERATION REDUCED 40%IAW NFPA 13 SECTION 1'I 7323 s,� o w s101 - -- {} x7.5 E�E V - 4'-0 4-936 _, a'-s'h _, 4-s'h . 4'-9'h ' 6'-6 7a _� ._. r WITH A MAXIM IJM CEILING HEIGHT OF s-s AND I NSTALLATION OF Q) r v v o / -fi o s m 0 A' ra F.I F�1 7 t�' f 1 O �C5 QUICK RESADNSE SPRtN>lLERS. i ow, ..11., f' CORRODOR` 2'h rh� ,;' 10`x5' . L;� 4N \y r 6v -T L c? �. 11 t 1 i 1 • c7 D.._.._ . 1.i 1 LI JUD 08; 1 / / ? Axe53-1-Q ��` 16 5 C)s �}�21 D �, C)�21-Ok••-- C ,, :r c � 'C its a �'3 $TA�#I r�1� .fi, - 2'14 _r /4 .2hr 2'h r h r2'4 7h ;� 2h -=2'h: .�$ h T4 r.i '-�Ik P, O " i -. :--z6-0 ,16-o _ 0 5 6 1OG0 1'B b•6 10-0_, �. 7-fi 16 5-7 - �+l'` _ f - 1 ""9' i °' q 4"STANDPIPE 3-5'f 5.--61,4 -t, o ,. _E- i_ . 8-81/2 ,�}'. 1 '1f1'vAl i NI r•1 fw o* Q W!2'/�"FHV - UP DN I !� I04__ .J■ * la � $ c,C) C? C) (� C) t) °0 7�it g i � 61 '0S r r r r r . r r r / t'l i'� r r r r ED 1'-0% • i! - 9 9 9 9 O 9 9 w -_ Av.�; t; to to m to m m a-1 1/. _ , I' - -_. 1r e „ j{ .-r...- '_ �.4 8/x 4'6h_ - 4"$�h „ 4'1314_ 4'-8'4 _ 4�8h4'$34 _ i Ori 1i0=0 -B W �,,, r� W ,„,, _ -- ,- 10`x'06' 10'x15' 10'x15' 10'x15' 10`x15' '00'x15` 10'x15' 10'120' 11 I Q w - . - I d - ' 1.,1-1,3 w 0 � N Oo 1! Hydraulic Information j b' co H ^ F. w Remote Area#7 CA ON Ordinary Group k1 I � � � � � � FLOOR CONTROL D1 I OCCUPANCY CLASSIFI T7 ry p O r� J g O Ale0 y V RISER DENSITY(gpmlR=) 0.20 for 1500ft2(Actual 901ft*) I° W Li I... p Z 4000#NORMAL WEIGHT CONCRETE QUICK RESPONSE REDUCTION O'-0 Ceiling(40,0%)900ft2 I .1z c Q Q O Li TEST AND DRAIN TOTAL HOSE STREAMS 250.00 EL a. 6 as w :, _ d AW 18 GAUGE METAL_DECK " • e �, , 0 6 e4 `� DRY CAPACITY 5.38ga1 l ' W ., I. .'y TOTAL HEADS FLOWING 20 i Cts a 1 K-FACTOR 5.6 ' FLOOR 4co :,,,', \4 a a TOTAL WATER REQUIRED 695.90 ► ry o 8 W + TOTAL PRESSURE REQUIRED 81.789 Q w1.,... a 0 HILTI KH-EZ I of RISER 445.90 •�� PIPING PLAN , w w O BASE {gpm) >/ CHECK VALVE BASE of RISER (psi) 70.310 ~ 3/8"ATR SAFETY MARGIN (Psi) +9.647(10.6%) SCALE: 1/8" : 1'-0" APPROVALS REQUIRED b- BUTTERFLY VALVE MI BIIIIII "NOTE. AREA OF OPERATION REDUCED 40%IAN NEPA 13 SECTION 1123.23 - / CITY OF TIGAR D WITH A MAXIMUM CEILING HEIC -fr OF 9'-6'AND INSTALLATION OF 7 RING QUICK RESPONSE SPRINKLERS, N 2W FHV .,.._a '\ .; REV DATE DESCRIPTION • $ ...4° *---J HILTI KH-EZ I ANCHOR DETAIL SEISMIC SPACING NOTES: FOR POST POUR CONCRETE ON METAL DECK LONGITUDINAL: 801-0" MAX (40'-0" MAX FROM END) PROJECT FLOOR CONTROL HALVE ASSEMBLY SCALE: NONE 8' 4' o $' 16' LATERAL: 4" SPRINKLER PIPE: 401-0" MAX (6'-0" MAX FROM END) 'NUMBER DESIGNER 24PG0242 s "� am SCALE: 1/8"=1'-0" LATERAL: 21/2" SPRINKLER PIPE: 40'-0" MAX (6'-0" MAX FROM END) M. NORMAN 05-10-2019 SCALE: 1f2 -1, 11-0 HANGER #3 _ 1sLATERAL: 2" SPRINKLER PIPE: 20'-0" MAX (6'4" MAX FROM END) 6 of 7 FP-6 ENGINEERING NOTE: ALL INTERIOR DIMENSIONS TO FACE OF WALL U.N.O. ACPAVOA k / 4000# NORMAL WEIGHT CONCRETE 4000#NORMAL WEIGHT CONCRETE ,—-` I`,� " - - .. ,� . ilik ) 0 0C 77506 PE+ - --7 k "I _ _.:.„-c , , / 5-28-2019 I8.GAIJGE METAL DECK k,� i�^ 1 •$ �17,w . �s _ /, ® et ® COS 0 0 0 0 OS 0 * ` 0 P CI # i , OREGON ' f8�AUGf ME AL DECK ' e 6 H - ; v „, h. \,\ / I I v�4' 0 NSP`' i II Hilt' KB TZ Wedge Anchor ' = ! f 170 1 D ! I �' EXPIRATION DATE:12/31/20 Anchor g /../Z410 - Hlltl KB-TZ Wedge 1n„ Concrete 1 „ Concrete a-10 0':2 g-8`� Construction Construction I 0'-4 45 59° 11 ` is 0 1 r ', 113•0 _ , •s I 5-s 117-0 9 7'�f • 1a-0h ^!, 1 0 � , to-0 'I 10.0 9-2 ,D o 9 ,0 1a-0 t0-0 - 5-4 1Q3 tQ-7 Tolco Fig.4L / Tolco Fig_980x- ■ \--Tolco Fig.980 ' — Brace Pipe _ 5.-10% - , Pipe 0 : , . \frj �`"- Brace Pipe d"ST NDPIPE W/216'' FHV 4X3 REDUCING COUPLING AND FLOOR CONTROL r 4 Talco Fig. 1000 or 1001 I 9'-2 1 I / .!�'. � I `CL . � - - _ ' __ - -_ , 1 , ff , !I r , 1 1 t 1 ! ! .I ! / 5`"- f �1 T , r' , '1; 1 ! r ,1- ► t 1 , 11 t� I 1 1 { ,Aar I'_ ' - , .u. .._�= �. -,. - _ -- - m F. i� •I + 10x1 � �� ' 0x5 10x5 10x5 10x5 10x5 10x5 i10x5f 10x5 10x5 , 10x5 10x5 , 10x5 10'x5' 1Qx5 10x51 10x5 '10x5 ' 10x5 I A f f _._ I I,v, #� , I 10 x5 170x5 101x5' 10 x5 10 x5 10 5 -a iy. =� I .7;777:17.1, i7u ' i ,. I f {1� II IJ I v �f ,7 2 .2 2'h: 7- 1 2'- %r 2'-2'/1!1 2'-2'!x` i 7-2'Ix 2'-2'A 2'.,b 2-254 7-2i4 ig... 2'2'/r' .2'h 7- 141 17,;.-U `l* '1' 7'-2'.5 2'-2YJ : 7-2'h 2'2'A' e_34. 72;4 2- h 1Q-4 . I PIPE 4-s, •/ 1 t 1 �`--L�v. - ' /40 ��" f"�. f" I - f--- U C �iik0' I` 3'119 • Vr •. b - I '9, 9 9 9 9 q 9 9 Q q q -1D I] • �o Yi N i/ ' • Z STA�1 o / 4 LONGITUDINAL SEISMIC BRACE LATERAL SEISMIC BRACE _ ,- r _ .�... .-T.r._,_.. ..� �7 --a-.r-.� .:,'ice- .- Pr'�r--=J 1r��r-Sr._ -� Sr -- ,•Trr-,.: -- `.r _ �' �.• e.• -' -rr. --I fir. _. .- -,-' - 2 -7.7 �,M„--=. ,;•,--. -- '`J ' ..� M «:--r- •-' .' T --I •---r- .. `'•--e-• , _',--�,,,. _: .,..rt.. ,-?-1- -mow'- . ', -... --- - --, ;{ {I b 2tr�--- ` ba Z» b��: b� br r �n � zra ��7a �: _. _ Zrs Dt - _?�i ay 0 -•; 22+/'ELBC f ` 2;4 2% 1 2% 2'h • x.4 2+� 1 r1 / ! - LEGEND SCALE: NONE SCALE: NONE '? 1' `-� " K / 't'� / (] 4 / !` �". Q / I / n f U / / U o /4n / + n p oN 10, 17J f r{; LATERAL SEISMIC BRACE r (� 14'-11 e U 3'-10 02'h 21 D U U 2 / Jrti -s 21'-0, 21' `f %l'-1P •- L'�.- 6:p : ry . 2'4 �" 1 2'h 1 , 2'h . . VA /2'fi2% / ds fx / TA TA TA r2th Th T4 2'r4 2th TA 21,4 2'h TAh 12% 2%' )2'h ' 2'h 2'.42'1 1 'b 2% 2's'� z'h 2% 2%2'k. 2% T ,2h 2'h Th 2' h . Th TA' I 4, 2'h -�_ 1: .�, /.,4;41 , 0 '10-J'8 i-6 ��_,. Z 6- \ 'I 2 7 26 -ti 1'-� �'-0- 2-F rt-0_ 7 6 V 10 0 I A'-ti_- I ! LONGITUDINAL SEISMIC /41 "� `�i a j ”-.-^i41- / _._ _ _ Zy_ . -- - 5 5 2 P� -- �r Tgr '' , r �t �'ID'x5' - �j JI 2.5- S� BRACE SEISMIC SPACING NOTES: • ,,�._ �© ,. : f� r r. � �� �� .� z� r .� r r a (il , 1T I 'x5 ' ; 5x5J,C r4 ♦ . rn4-.way 4-WAY SEISMIC BRACE LONGITUDINAL: $O'-0" MAX (40'-0" MAX FROM END) .� ' � 3 U {) U c� C) cS �� 66 l s., 10 X7.5/ m . ea m ao m m __ `s` _-1. II k• PIPING ELEVATION LATERAL: 4" SPRINKLER PIPE: 40'-0" MAX (6'-0" MAX-FROM-ENOT - . g {� c) U U U c� - • �, - 5.x5,— r �i ..� r = _ N 5'x5'. '10'x5'— i. p (CENTERLINE) ry �Q �! �? ` R :t �? ��., �? ▪ 4 !' 1 1 f 1 1 1 �� ABOVE FINISHED FLOOR LATERAL. 2'/2 SPRINKLER PIPE. 40'41" MAX (61-1:)" MAX FROM END} j ;el - I Q - o - o , a 4- o r o ■ 1/ 1 1/ 1 11 IIo ra I r to r r fi 3 ! 20 lai oo r So m '- m 6.-6 I 6•^1 • J 'M�• o 0 o Q o j t I ,- f ,C o ,C ,n.l �, 0 �4 PIPING ELEVATION LATERAL: 2" SPRINKLER PIPE: 20'-0" MAX 6'-0" MAX FROM END) ' ' _. - ... b b j zi - b b _ j Fes„ ,c`,i - a-8'h 1 4'41A 4'-81_ 4'-8'h- 4'-8'h 4'-835 cv cu N v (CENTERLINE) tea. J 4- { •� _ , p`O ( � , ; r 5`x5 - 5x5 1 10'x5' �r BELOW BOTTOM OF DECK _ 10 x7,5 T i 1 - 1 /e, • o I t , m U` wm r b b b r b �' f '' � HYDRAULIC NODE POINT I • _� ' , -ti51s 5-9'k 9.9'Ia 5'9+fi 1-9r4 I 4-3'1 6'-3 _1q s 6 ''f "r ' , I +/ I I j Air -f ... ---_. - .� 5.1 �„ _ , w r 1 ' • # • r a r 5'x5'. 10x75' 10x15 '10x1510;x15; 10,x15; 10x155'x5` �1 `'' o df: , o I 1 HYDRAULICAREAOF • r / '�'" • a ,. 10 x -0 f I 1 10 x10 10'x10* 10"x10' 70 x'10 10 x10 10'.x1011 �, 10'x5' I .. ■.■I OPERATION E3OUNl3ARY \ha?' 10'X7 5: =h • ' ' ' ' ' ' , + , . r . ' 1{ 8'.3 { I � � 16--6 ,. �, I 6-1 � - FLEXDROP TO PENDENT a� I 0 x20 10 x20 10x20 10 x20 10 x20 10 x20 I 1 (, SPRINKLER • 'V• 7 ,l+,_J ti_.___.„ _, r r r i , r r - - ! Al1 1 41-9 a'.9 4-9 4'-9 4'-9 4'9 5')CrJ' N 105:5' _.__. J1-4! s 1 1 t x5 "0x15 10x15 i 10x15 101x15' 10x15 i 10'x15 5'X5'1 F - - - - - - • `��� 1} E FIRE RATED WALL1HR ''g ar c • I i ' 1 1 N\ 1 1 11 PARTITION • `�+ `" 3'11 - 9=93f_ ro 4'914 ! •I jcg m? 6'. - o a o a o 6-6 I 6'1 In NI FIRE RATED WALL1HR : 7 - b - f 9 f . �, _�'' - rb r CD m r i . i • CO : r i0 8' �. 7J' i= uy I _�I r 4'•91 4 1 4'9fc 4'9h : N s� r� - r. �_ t�qQ as- I r� „ o ;•.171_ I BARRIER t1 - - N ctl -. � + �a Qt `.'ate -�72i.A_ `C ¢ - i 1 . , '� _ f- — �__ F., ;c _T_ IE 1- /� s��s FIRE RATED WALL 2HR - - ._.._ _.1-0`x-7';51. �`r o, / `141.1 �Oxr I I� x5' 4111'x" 2'A / / 2'1 / I 2'A.' / ) 10 XS 1 .k I T BARRIER • �' B •-� rn '� aQo ` eco '' , �a c' o r� �.) I l.4 , I v 0,-, )N } ` # 1 �.. , :1 m .- 5-6 21-0 `_7 21' �—tiI �� ^ d AFF ABOVE FINISHED FLOOR N ? mm cp aq vt -3 n _ s' 2'fi 2'fr 216 ' ` 2'1 14 , 2'k 1I 2'h 2'h �+h e� S 1 •f I UTH ITY I'- t' - ` `q ` "7 N 21 r; 1 AHJ AUTHORITY HAVING /-1'4.' r !. 5x5 : 5x5 r r rr 5 z5• e. 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VALVE X111► ,�, ,r, -ill N r N r, V r zy t� x5' it DR l7ROP{PIPE 512E x -6 - T-7 2-52,k6 T-6 0-fi �'-6 -0127-6/: - 7 6 61'1 5'1 7 5 2'7 -0 2-5r -'7-0 D T 5 "'�'0014 r r r ; r r 5x5 1 ; ! 1 to1LENGTH / ;mac '�,�` m I - =r `' 1 /2-6 (x' / /2-572-7 �}_�' / /7-5.-0 {�a z' - ,z-5--01z-7/(.2 U r 9. �. 9 4 R 4 o f 4 ? -• - FLOOR CONTROL j . ,N,4"-9.• [� `? *= 1 �, ® .: 'ca r co t,o m r m 3-- fi 6 51 �' a` RN !RISER FIIPPLE(PIPE 51ZE x R<(C) O .1RISER r 22x4 ELI30W . � -----°-� + D E SIZE _ •• ._-.,_.,...___- --- -) ,._ ... ' r .:. - _. •: - '�.k- -. r=->�.16„..,.1.: -:: .. .J �r_.. _;-�c. _..:. -...:,..r _ ,—_.'�-c- -..{ -_� - ;+r :,:-S - M4'- =� '� - --.�I=�- —.—A'-� _ - A-• - f... - tI TESTAND DRAIN o ,' , / I S'x5' --- ,_—�.� _,I 5 x5`� 1� x5 L�ENWGTNj } -cir t ` (PIPE cs I l 1' 'v 2-3 7-3 1 7-3�r 2'-3'1 2 3'A, . 2'-3'fi 2-3'fe _ c'tI I , UP UP(PIPE SIZE x LENGTH} I ,,..-- / : .- 2 x z-= / `r �'i �i �! a o �' 0'x15' 0'x 15' 10'x'15` '10'x15` 10`x15' 'i A'x 7 5' I s's J s-1 = 14 x 7 ELEI{ . B HA�7 ____,7-2% I I',q ,� •- U U U U U U U U U U U I I — __ N 10`X5' a tv I a- ; 5'x5,. �, N , , , , r , , , , 5'x 5' 1: , • _ NI- � _ , 1 ��p,. 0x10i0x10 1Qx10 14x10 10x"10 10x10 1; 1 ; , 1 / er i v 4 $�, t !� t t t t _ 4-8'1 4'$ 4.8 4$1 4' , ' ! - r fJ , _ h_ Bh 4'834 ! 0 x 10f 10 x5 10 x5 — ir 10 x5 X10 x5 '10 x5 1 D x5 10 x5 10 XS 1{ x5 10x5 101x5', `" _ - ))--tz,.." - �' } oc �'- �. `x8' '5'x5' -5'x5`--5'x5"J '♦=-r�--�-•,r 5, 5, ,-5 x5 -5 'x5'�-'-5Lx5'' 5 'x5' 5'x5` - 4 — �, _---'- � _ _1 -`' Syx� to . � � m � 10'x5- 1 6 r I, 3.-4'h ,l -3% C Y-3',4: C Y-3'% , ....:1(15.-`1 � kr...._,-39 2- '� z- ,C? z � 7- 'JO zap d, 1 • �! _.1- b 1 -5 '-'40-NNIir''''''-,,,,,,,-': CHECK VALVE k . 2th �-1 2% 7-3, X� - 0 0 0 _a fl 6-6 1` 6-1 0 �� 10'x11' .H• r' r I o, t�,e ,' .. 1.1_44"'-'7,11 -1m e.-�''= gin 21-0 fi� '� I - 21 _. - :::,-...2-1.1..,1,..... . �,'� ���1 �_. �.°"; o f?6AK .,1 . 1 ,-. .„„ . ..._ ��� °° ' `� . _--,. r° r .F� `Y °g ` ” r _- _I co 21; ._ r�o _ . e+i -8-- - eh +h _ e+r �,_: rz en !=:.7.' -.k-$. �v Ei z, "ba , w - - 1 �,t °i , 12'1 2'h„2'1 1 2'1 2'1 TA-,:Th, 2'h =� „ i r_ Fv i I at '� r ist BUTTERFLY VALVE TA 'VIA.,,2% x1 234 21 12'� 2'h I .,,r1 TA 2'1,�z 2'1 21/2-,...,-.2% 2'h 21 2'1 rA_. - q --+ CxA xh 2'h �. 0 1 1 Q X S 1 0 5-2 3'-2 ra 2 fi 2 6 7 0 2-6 7-6 5'1 7-5 7-6 7-8 4 2'-6 6 0 7-8 7-6 1'- 13� 2-6 2'6 5'0 /2-6 7-6 2-8a �� I❑ ``' m / / / / / /= / / / / ,a fi- r r 21'0 v 21'0/� �, e-"'.a r ,,11 21'-0 �� ❑ r ----FF? 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Pm, I 6 CO / --- 4 i rt',c,r'- ` N.. : 1'-s s r �a=a z 6 yrs ..$.G-t ::: I`-�10 x7.5 r °� `.' q,8 2 ti► �-� • -- D 6 - F'.,• a 1 1 5'• • '`-� i a _ 0'x10' 5 I ..; '� r ,� 51 '" '. �.�.:' S• 1 _ 'x —V , . �`� ��'x7.5' / 3�, :: ., 5_ 2' `1� i 1`�'' w + i 'v 5 1 �1 r v "v r 'v v �•- 'v +'t i N i.-...7, 577 1 it .J • 4'7r4- , 1 `�' _-��ti / • 3 - 2:B .� `. 1 .I s`3 6 U C 0 C) 's s I u .70'x7,5' 6% ra • 2; �, � � m •. m _. � I. �_ - , _ .� j 1 --- �yf'; `� _ I-.67-2%9 w +1 3 5' N ` ZV N rI �+ ;5„ �' t�€ 1 x s I� Lv U` 10'x7 51 (J 3:s �2y r2� ` "� -`� ,��+I 1 �. ro 10`x��` r q + o -1....... b R T 1,1,-16_6 , 1 rte, f , ! o -� -_6c1" rr r_ 2' z'� V. r i+a i r iA r "co r Ba co !��• 1 �'' �'• -� • o rr. i 2'£ I s'3 All. 53x- �.. °n_. 10'x7.5'.3' / �. . ?` 2� 2,��8 ` �'-9'-4FFCL 1I4 �`fiii' g .® _=,. 0 "P., CD0N- __ 10 �._ - 24 `� , - x r X I' .9 c V • -G- t,- 7- i .-8h -• • 4"8'/: - -8'T:- _ -1 1 m O • O 0 24.8n C4 ---- x7.5' ' f a r .� �:s • 4.. 32'1 SHA y t I 4�0 15' 10'x'15' 10'x15' 30`x15' 10'x15' I ti j 6 6 - - s 1 ,►� 0 0 -'.... 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J - - -,QJa'�...,�.. a - - II - Ir I 71.; 2'A Q / 2'h I COR IDOR 2'h � / 235 �' 10'x5' i �, -(9) - - '� U oI k to I .i fi'-$ 2t-D IA 21'-0 21 1 t1 �. ._�.ti • ta-3 - , ' :9. �)r, )ci �. ��)r? ! `i '� , ��)r? b��� 'mac µ{{I U� 'aie.i " a . / '�:, % S$ 2'A 1 2'1 r.,7.,:.216 , 2'h 1 . .:; 2h Z'i4 r 2'1 �' aN :;i`��' C+i5 o Ciii- ' AI 1 ' • a ` �' '`1 ... -7 V fi- 13.- AO- 1,6 '�[T'��' 2$ ,. 13'k 1'/ ' c� -. - I }}sEat Q-' +� CN f .i,„,..,_ :_,.:, - � _ I ��-'4t4-o ! ►' ':i ` _, 8'8'1x , " iY '�fl'Y rf' I �`I 7 Q 1' 4 "-/C-STANDPIPE 1-0'/J• T v .r v v .-/4" :r 4 8 s 1 1 J.5 �'t� •�• y R W/2'/s" FHV l Li . / % % • % % % 1j V �1'1 ,aee♦ AI, . .,....„....„i - I )r, C) () i C) () U C) C° 7-9 1'3Ei 1 `� ms's -. - - r r r '- I •- -4.' -r - . r r r r r --- �! [ - -{ r 1�V� I.. � �C II 7 r-- --1� 11 O O O R Q a Q — z t 41 [s7 -7 :- •--,, . _.,... I. : r 8o r Bo I r m r So r b6 r i+o 4'-1 / 60 i 4 7 Q ��`' ..._ - { I: '."'""" --+ 4'8'1 y C'.8'/, i 4'-8'1 4'-8'1_ 4''8'1 , 4-8%t~. 4'-8h >t �. 1'/" I '� �I , Go I - - r a.5b 10.-06 L1.I 111111ti ig - Q _illi `'•� .,,_ ;' 12" 7D`x1fi' •10'x15' '10'x15' 10'x15' 10'x15' 10'x15' 10'x15` 10' C20' II ' 0 cc 114" 1 ,�-- I ILI ___ _T I � CC W CO w z / CAO Q � 01 OM .__ I r' / Hydraulic Information O L. u) ^ ~ w ® - U) ¢ rn v Ni. le Remote Area#9 �' Z D OCCUPANCY CLASSIFICATION Ordinary Group II Hydraulic Information r . 0 , O 0,3 ' /` \ DENSITY(gpm/fta) 0.20 for 1500ft2(Actual 912ft2) �� Remote Area#10 =L Z {W Q cc O W + QUICK RESPONSE REDUCTION 9'-6 Ceiling(40.0%)900ft2 < U > 1Q @ ; OCCUPANCY CLASSIFICATION Ordinary Group II Q TOTAL HOSE STREAMS 250.00 4000#NORMAL WEIGHT CONCRETE O . CO CO 4"PiV36 AFF L DENSITY(gpm/1t2) 0.20 for 1500K1(Actual 939R') 0 i- W W LI a. � TOTAL MEADS FLOWING 20 QUICK RESPONSE REDUCTION 9'-6 Ceiling(40.0%)900ft, • - ` - CC 2-2'/::"FHV ROOF K->ACTOR `�•6 TOTAL HOSE STREAMS 250.00 ' ' 18 GAUGE METAL DECK1 . HYDRANT w/200psk TOTAL WATER REQUIRED 695.89 i '1,4' - j~' �' . 0 U) PRESSURE GAUGEI TOTAL HEADS FLOWING 21 fi` 3 - a '\ r� W 36"AFF TOTAL PRESSURE REQUIRED 87.970 86.96 = " �' ` L.; V { K-FACTOR 5.6 - � w �, � $ BASE of RISER (gpm) 445.89 a ./ ? — -J O BASE of RISER (psi) 75.481 TOTAL WATER REQUIRED 85�'J9- 664.69 " TOTAL PRESSURE REQUIRED X84- ./ -11 i SAFETY MARGIN (psi) +4.956(5.3%) 79.96 / HILTI KH-EZ I a ca I- • BASE of RISER(gpm) 407.30 1 10 ��-..y__W.' ••NOTE AREA OF OPERATION REDUCED 40%IAW NFPA 13 SECTION 11,2.32.3 APPROVALS REQUIRED _ ._ _ _..,. BASE of RISER(psi) 63.329 318 ATR - - - - -- ---- WITH A MAXIMUM CEILING HEIGHT OF 9'-6'AND INSTALLATION OFN CEN OF TIGARb QUICK RESPONSE SPRINKLERS. SAFETY MARGIN (psi)o4+16.1 1 17.631 (199►)(18.1) NOTE. AREA OF OPERATION REDUCED 4496 IAW NEPA 13 SECTION 11.2. .2.3 .' 1111I'� WITH A MAXIMUM CEILING HEIGHT OF 9'-8'AND INSTALLATION OF RING 0 0 QUICK RESPONSE SPRINKLERS 1 f] REV DATE DESCRIPTION FIFTH FLOOR I( PIPE PIPING PLAN 1/4... ....), STAIR A ROOF LEVEL PIPING PLAN 7 SCALE: 1/8" : 1'-O" SCALE: 1/8" : 1'-O" HILTI KH-EZ I ANCHOR DETAIL FOR POST POUR CONCRETE ON METAL DECK PROJECT NUMBER 24PCO242 8' 4' 0 8' 16' on .w SCALE: NONE DESIGNER DATE SCALE: 1/8"=1'-0" M. NORMAN 05-10-2019 HANGER #3SHEET 7 of 7 FP-7