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Plans (29) FPS2O18-00169 RE ` 'IVED GENERAL NOTES : NOV 1 9 2018 PACIFIC HWY WEST (OR99W) (SW PACIFIC HWY) CITY OF TIGARD 1 - MATERIALS AND INSTALLATION TO CONFORM TO N.F.P.A. 1 3, 201 6 EDITION. BUILDING DIVISION 2. ALL DEVICES SHALL BE U/L LISTED OR FM APPROVED FOR INTENDED USE. © 3. ALL UNDERGROUND PIPING SHALL BE FLUSHED PRIOR TO INSTALLATION OF ABOVE-GROUND SYSTEM; CATCH BASIN INSTALLED- CATCH BASIN INSTALLED FLUSH TEST TO BE WITNESSED BY A.H.J. UNDER PFI PERMITCI 1 U CI UNDER PEI PERMIT 4. PER NFPA 13 UNDERGROUND PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSI PRIOR TO BUILDING INEX. 12` SD (PER CITY MAPS] ui1n SYSTEM INSTALLATION. ' • EX�12" CIW - - _ - - - • �\ 5. ALL OVERHEAD SPRINKLER PIPING TO BE HYDROSTATICALLY TESTED AT 200 P.S.I. FOR 2 HOURS. d• Y V�• 8 .• -16 L.F. . 13 IF .- � ... • • ` DIP {FW}_ . , 1:'DW lkhi\ , 6. ALL PIPE DIMENSIONS ARE TAKEN FROM CENTER. CMG- -.. .-. i. .. ,i. ... . . , .. ., 0IE:179.00 _ - L, J ` 1. I R 7. VARIOUS SPRINKLERS UTILIZED, REFER TO SPRINKLER LEGEND FOR TYPE AND SPACING. 1 �" ` �' I �� r ., , , - � PROP. , , 1 � = 110 7948D RD I " S. ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL, AND ELECTRICAL BACKGROUND INFORMATION IS ,' IIIIIIII ^ LEASING SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO DRAWINGS FROM OTHER TRADES AND ALWAYS FIELD FIRE RISER ROOM: FIRE DCDA O BE n /tit OFFICE VERIFY. e f57"aG &ILD/NG � a - INSTALLED IN RISER ROOM BY TRIAD;Fw r 5 LF-6' RD _ 9. SPRINKLER SYSTEM/ALARM WIRING IS BY OTHERS. mor FDC WALL MOUNTED OPPOSITE ► IE= 173.07 I I >, I f O WEST STAIR 8" _ I 11 j too 1" I I 1 O. PIPING INSULATION IS BY OTHERS. : 10 LF-6 sDRD n --_ I `..11-1-3 = IE.... 178.39 -- 1 I 1 1 . SPRINKLER SYSTEM PAINTING IS BY OTHERS. IN NO CASE SHALL SPRINKLER HEADS OR SPRINKLER TRIM a •, I II - ICI) RINGS/ESCUTCHEONS/COVER PLATES BE SITE PAINTED, WHICH IS A VIOLATION OF CODE AND WILL VOID W I I MANUFACTURER WARRANTY. li 1 . II 11 II ,i - . z Z 1 2: OVERALL PIPING/LAYOUT STRATEGY: WET SYSTEM MAINS TO RUN DOWN ALL CORRIDORS IN A GRID 1 LI4J SYSTEM. MAINTAIN ELEVATIONS AS HIGH AS PRACTICAL PER O.A.C. INSTRUCTIONS. ELEVATIONS SHOWN ARE ,i rC [[ FOR REFERENCE ONLY; FIELD VERIFY, AND SEEK SUPERINTENDENT APPROVAL OF, ALL ELEVATIONS PRIOR TO «t-3 "1"�" 4 S "". I V I INSTALLATION. STRUCTURAL STEEL ON FIRST FLOOR IN SEVERAL LOCATIONS PREVENTS UNIFORM X10 LF-6" SD �IE= 170.50 \ I I SSC IE= 177.44 RD I I I'• '�� INSTALLATION AT BOTTOM OF COMMON ,JOISTS/PURLINS; THEREFORE PERFORM COMPLETE FIRST-FLOOR i :,gg i ASSESSMENT PRIOR TO INSTALLATION. SEE ALSO NOTE 14. a A,t, ,,e8 a l CI) 1 3: HORIZONTAL CONTROL DIMENSIONS: LACK OF STRUCTURAL STEEL THROUGHOUT THE BUILDING o Q ` PREVENTS REFERENCE TO COLUMNS FOR CONTROL DIMENSIONS. THEREFORE, FOR ALL LEVELS INCLUDING SELF STORAGE FACILITY °T), `�s 1 1 . X68.6 SLOPED PIPING ON 3RD LEVEL, KEEP ALL MAINS TO ONE SIDE OF THE CORRIDOR, AT THE SPECIFIED acD I " 0 kr / I DISTANCE OFF ADJACENT FRAMING ON CENTER. THIS IS A CRITICAL MEASUREMENT FOR ALL FLOORS. li L,10 o ---- 31.2 LF $' SD up = '-. co 3 P D-3034 (CENTER OF CORRIDOR RESERVED EXCLUSIVELY FOR LIGHT FIXTURES AND UNIT HEATERS.) IF ADDITIONAL I I� - :=0 0.010 HEADS ARE INSTALLED NOT ACCORDING TO PLAN, REFER TO CODE BRANCHLINE SIZING SCHEDULE • I �I o _ • - 1 �' ACCORDING TO NUMBER OF HEADS FED BY GIVEN BRANCHLINE. 10 LF-6" SD RD 1•` I I 1 4: MAINS AND BRANCHLINES ARE TO BE FABRICATED OFF SITE. FIELD VERIFY DIMENSIONS PROVIDED UN v/L'‘, s 0 1: 1 1 1E= 174.12 C - :4' PRINT AND ADJUST MAIN POSITION ALONG CORRIDORS TO ALLOW FOR PROPER LAYOUT OF BRANCHLINES : � E OPT: INTO STORAGE UNITS. **LAY OUT ENTIRE RUN OF EACH CROSSMAIN BEFORE SETTING BRANCHLINE 1 COTG]B" G11'/ 1�•3� HANGERS.** 8x8 WYE2 I IE:168.69 O I . l I I ,...,,, If " I - - - - - J r 1 r! : f � 10 LF-6' SD RD 6" 5S '� ;,! COT� E= 172.23 C 55 IE= 16850]8`x6` WYE g I it v J IE:171.75 c°i - - RD 29.0 LF-6" SID I + I@ IE= 171.00 T I ' &a # 7 I U ID c`ni COTG 11.9 LF-6' SD ,' ,ry vii--- m 1 i1 1 x8� WYE lo RD IE= 171.00 ..,R;,-1 1 w In r RIM:1174.00 J 10 LF SD RD 0 0 11_9 LF-6" 5D RD J o VICINITY MAP SCOPE O F W O R IU H AZA R D ANALYSIS : x . 1 IE 170.66 !IE= 171.50 C co v vi I d lE- 171.00 �; n c> w In,e-3 = w ... ., T WYE F 1. .n c o a c,/ a •1 IE:170.30 ^ , ,) 0 1yr► �� i _ 0, .�--_--- --x.23--#f 1 .,--- l i ,. T! '�*c J; 1 67.3 LF 12` SD PVC 0900 . T 100.0 LF 12_ SD 15' 5D PVC _ I Iworr, 4 IG' BUILDING: 4, O I ' S=0.0060 PVC C900 5-0.0060 12"xe WYE D-30340 4 `t k �o j care 5=0.0075 �. • �' SIZE. 3 STORIES; 317V-4° IN 103,962 S.F. IE:1fi9.98 °� 4 tt ", �, HEIGHT; 12`x6" WYE IE 170.25 I 15'x4'WYE 1 7 I► i # 1 ■ - .. 17055 - 12'x6` WYE -- -- - - - - - 1$7.74 ► 5/� „ 1* j +� ' , 410 Cl T IE:170.14 • • �► li fi '�� CONSTUCTION TYPE: II-B L ., "7172 I' Ms/ PVC C-''+I ' --- ----i 7-71- E: \ 31 _I I nr 4 4 # T PROP. f8' SD i 6'FW 1 Lai * "1, ' illt-1/4, OCCUPANCY: Si AND B 1 Cab ? { EX. 18"SD +R ♦ R�� eSS 11\ I 1 I 4111. albs 4°.* SYSTEM(S): ie `t� a (1) ,� ,(SIZE NOT VERIFIED) 4 ' ' 11 to7illkill° WET AND DRY SYSTEMS WILL BE UTILIZED TO PROVIDE FULL SPRINKLER COVERAGE OF 410 �./ 131 i * / ` THE STRUCTURE. THE FIRE SPRINKLER CONTRACTOR POINT OF CONNECTION WILL BE • c+ '� AT 5'-1311 OUTSIDE THE RISER ROOM ON THE WEST SIDE (CONNECTING TO THE # 4t R, � %## � '� - I . �: UNDERGROUND PIPING BY MEANS OF IN-BUILDING-RISER). RISER TO BE EQUIPPED WATER NOTES \___E + rsr % ' 4' 'I`� Abi AWACS. WITH A WATER FLOW SWITCH AND CONTROL VALVE TAMPER SWITCH; ELECTRIC WIRING # ' � OUTSIDE SCOPE OF WORK. • CONSTRUCT PRIVATE FIRE HYDRANT, COMPLETE AND IN I �PisN 1 HOT TAP EXISTING 12" WATERLINE. 5 PLACE PER CITY OF TIGARD STD. DWG NO. 542. HYDRANT ,` . 4104141 ,+tl . SHALL BE PAINTED RED. Irlll- ., i ��I, •, ''S' WET SYSTEM: FEED RISER AND MAIN RUNS INTO THE WEST STAIRWELL (ADJACENT TO INSTALL 1" SERVICE TAP 8Y CITY OF TIGARD WITH TYPE • 0 44 e !,i, 11, ,I„��� 'ti ri r 1 i -I RISER ROOM) ON Li FEEDING THE CCIMBINED CLASS 1 STANDPIPE SYSTEM SUPPLYING VALIDITY OF PERMIT 'X' COPPER TUBING. 3/4" WATER DETER AND APPROVED 6 INSTALL DCDA VAULT PER CITY OF TIGARD STD DWG N0. !k k ISSUANCE OF A PERMIT RP STYLE BACKFLOW PREVENTER. CONTRACTOR TO 533, SHEET 4.2. ; 4 ,;x LEVELS 2 AND 3 SYSTEMS OFF FLOOR CONTROLS. EAST STAIRWELL CLASS I THEVERIFY SIZE WITH ARCHITECT BEFORE BEGINNING I f BASED ON CONSTRUCTION CONSTRUCTION. SEE STD DETAIL. SHEET 04.2. • / + ' . AUTOMATIC STANDPIPE SYSTEM FED ON Ll FROM THE SYSTEM CROSS MAIN. DOCUMENTS AND OTHER INSTALL 3 4' IRRIGATION METER BY CITY OF TIGARD WITH 7 DEFLECT WATERLINE UNDER PROPOSED STORM MAIN VATH40 1 fir- At.!.00..00- Aill ',;DATA SHALt NOT PFIEVE[dT 3 BACKFLOW PREVEt+tTER. CONTRACTOR TO VERIFY SIZE A MINIMUM OF 6" SEPARATION. Ttgo/r! �� - THE CODE OFFICIAL FROM WITH ARCHITECT BEFORE BEGINNING CONSTRUCTION. SEE I&,, „#may ,1G11 4 ' � DRY SYSTEM: DRY PIPE VALVE AND CONTROL ASSEMBLY LOCATED 1 N 5X5 ROOM TO LANDSCAPE DRAWINGS FOR IRRIGATION DETAILS. HOT TAP EXISTING 6- WATERLINE. 1AO f SOUTH O F ELEVATOR LOBBY, ADJACENT TO LOADING AREA. DRY SYSTEM PROTECTS REQUIRING THE CORRECTION INSTALL WALL MOUNTED FIRE DEPARTMENT CONNECTtaNN . x OF ERRORS. OSSC 105.4 4 I(FOC). FDC SHALL MEET ALL APPLICABLE FIRE 9 CONSTRUCT PUBLIC FIRE HYDRANT, COMPLETE AND IN , THE LOADING AREA ON THE EAST SIDE O F THE BUILDING ONLY. DRY PENDENT PREVENTION CODES AND REGULATIONS. FINAL LOCATION TO PLACE PER CITY OF TIGARD STD. DWG NO. 542. .�A �'� SPRINKLERS OFF 4' ARM O V E R TO B E INSTALLED FLUSH WITH METAL PANEL CEILING BE DETERMINED BY ARCHITECT AND MEP DESIGN. FDC c 'M9 ,s ' , =i (SEE DETAIL). MUST BE WITHIN 100 FEET OF HYDRANT. '`rJ� # 10 (�$4. a 111 II11y.,I V 111 IF, ,2 ► ,� HAZARD CLASSIFICATIONS: co _AO* doltetb 1 ) ALL STORAGE AREAS: ORDINARY HAZARD GROUP II, 0.2 GPM/SQ.FT. SITE PLAN (N.T.S.) 2) LOADING AREA: ORDINARY HAZARD GROUP I, . 15 GPM/SRI-FT. 3) OFFICE AREA: LIGHT HAZARD, . 1 GPM/SQ.FT. OFFICE COPY THERE SHALL BE NO RACK STORAGE DR IN-RACK SPRINKLER COVERAGE IN THE PLEASE PROVIDE 1 CITY 0I7 TIGARD BUILDING. MAXIMUM ALLOWABLE STORAGE HEIGHT IN STORAGE UNITS: 81-O'. COMPLETED NFPA 13 REVIE D FOR CODE COMPLIANCE MATERIAL AND TEST Approved: CERTIFICATE AT OTC: FINAL INSPECTION _ Permit#: FRS ao ) g - an 1 6 q Address: I R GO Sk./ Pa c : �: r .Hwy Suite #: BY: .....,4 `' Date: u-c... ---) - 11. Z L n t'c'sCP(/2 -ll' :7 Z 1 JOB NAME: ;1 REVISIONS : AikEDPROF SCALE: APPROVAL STAMP[S): Fs STORQUEST TIGARD Wea. 4+ G�El'if,�o Z Q54330PE NONE 12800 SW PACIFIC HWY Z TIGARD, OR 97223 *TRIAD OREGON filliiii\ A 9pe`Z�yr3 ��0� SHEET CONTENTS: SHEET#: \ \ Fire Prc'teCticon A FRr.C g SITE PLAN NOTES FP1 ' ai Expires: 7/1/20 1I 2O 1927 NE RODNEY AVE 1 PORTLAND, OR 97212 DRAWN BY: DATE: JOB NUMBER: TODD SEXTON 10/05/18 1B037 P: 503.856.63331 F: 886.768.86621 E: DESIGN@TRIAD-FIRE.COM 1 ELEVATIONS: ROOFTOP HOSE CONNECTION \ ELEVATIONS: TYP. ELEVATIONS OF MAINS AND BRANCHLINES ARE SHOWN IN THE TABLE AT LEFT AND INDICATED IN NOTES ON EACH SHEET, ACCORDING TO LEVEL. POST INDICATOR VALVE/DRIP **SLOPED PIPE: STANDARDIZED MEASUREMENTS DO NOT ELEVATIONS ARE INDICATED A.F.F. ABSOLUTE ELEVATIONS ARE MEASURED FROM LEVEL I F.F. AS • ® APPLY 0-0. THEREFORE BASEMENT ABSOLUTE ELEVATIONS ARE NEGATIVE. CI a SYSTEM ON LEVEL 3 IS SLOPED TO FOLLOW PITCHED ROOFLINE, SO ELEVATIONS ARE PROVIDED AS i-- — ;t4* � ��_•������� LEVEL ABS ABS AFF AFF TOS TOS STAR DIMENSIONS FROM TOP OF STEEL (TOS). ""'' " ' - O MAINS BL'S MAINS BL'S MAINS BL'S DRY SYSTEM PIPING IS SLOPED 1/2" PER 10'-0". ELEVATIONS WILL BE INDICATED EACH END OF PIPE _I _ 1,-) CI Q -1-8 -1-0 * ** ** ** AIN? MAY BE EXTRAPOLATED IN THE FIELD. (BSMT) -_ -v HOSE CONNECTIONr I ll 14 I 4 4 4 4 1 4 ' 1 8-8 9-6 8-8 9-6 1-4 0-6 _ l 2 19-0 19-8 8-$ 9-6 1-4 0-6 - ° 0 �Y 1 ** ** - �, ./ /FLEXIBLE COUPLING CDI 3 1-4 0-6 =4 = Parts Legend 4 I ' _ �P I PE CLAMP Key Note Size Description Quantity ,� r, 1 4 Pipe,Schedule 10 3 — - f 3 4 Coupling,Victaulic FireLock 009N Org Gry 6 — , _ 4 4 Butterfly,Victaulic FireLock 766 Gry 1 — ° 2` 5 4 x 2 Waterflow Detector 1 — g / , \ _ 7 %. Gauge,300 PSI 1 f 8 2 Pipe,Schedule 10 3 Supply Flow Test Data - _-FLEX IBLE COUPLING 9 4 Check,Victaulic FireLock 717 1 10 2 Butterfly,Victaulic FireLock 766 Gry 1 Test Conducted By CITY OF TIGARD WATERI :;:zT DISTRICT JACKGARDNER WY ��� ° CHOSE CONNECTION STANDPIPE FLOOR CONTROLS, TYP. -� `` \ - FLEX I BLE COUPLING Date of Test 111Q312015 1 �\ ! Location 12740 SW PACIFIC HWY _ ` - Hydrant Numbers 98-441 - 4 I - /PIPE CLAMP Hydrant Elevation 110 = E -r r ✓ Residual Pressure: 83.000 _ \� H _ FLEXIBLE COUPLING Flow 1529.00 _ " \ o /HOSE CONNECTION Outside Hose Flow 250.00 in \ �. _ -� I �`� � - PARTS LEGEND ` \ \� KEY NOTE SIZE DESCRIPTION 1 QUANTITY _\� �1 /FLEXIBLE COUPLING �_` \`�I - III 1 4 PIPE, SCHEDULE 10 I N\�� ..e: 2 4 CHECK, V1CTAULIC FIRELOCK 717 I 4 ' II •♦♦.I6�\ PIPE CLAMP 3 4 COUPLING, VICTAULIC FIRELOCK 009N ORG GRV I HANGER DETAIL - --_� 2 4 GAUGE, 300 PSI 0 %' I I - ' • 9 5 6 COUPLING, VICTAULIC FIRELOCK 009N ORG GRV I C 0 r -i I I 1 6 4 PIPE, SCHEDULE 40 I. 5 CI 7 4 VALVE, G G DRY PIPE I HILT1 HDI Anchor** / / _ / 5 i 44, (Drilled) , —� �� CIO 8 2 PIPE, SCHEDULE 10 1 y \ ' / FLEX I BLE COUPLING 9 4 BUTTERFLY, VICTAULIC FIRELOCK 766 GRV 1 0 10 4 GROOVED FLEXIBLE COUPLING #77 1 L I ''' '''441 II 4 X 2 WATERFLOW DETECTOR 1 CI Concrete � - Constructlon _ _ — `\' _ b BUILDING RISER DETAIL Gut Rod Lgth All Thread �_ L_ �� b 4 ' - `HOSE CONNECTION MAIN: 1'-3" SL: 6" `` f 11111111 \ -— n Pipe 1 Swivel Ring k ,,,x,,,j `All Thread Rod Diameter: 3/8"for pipe diameters up to 4"; 1/2"6"up to 8" 0 Table 9.1.2.1 Hanger Rod sizes Sprinkler LineI / 1/ x 3%Anchor, HILTI Kwik Bolt TZ (SS) Pipe Size Diameter of Rod �� Sprinkler Main \ ��� Sprinkler Line in. rum in. mm . r (Fig. 980) Universal Swivel Sway Brace Line drops to cover head under front 'EI / Attachment ("SF3") Up to and 100 10 of locker (See additional detail) p ii :: :::ei chincluding 11111111' - / 1 /11 I .,A t Ij / mi _,:ii II (Fig. Sway Brace Attachment I�'� --- -- 5 125 yi 12 ` \ 1 —Il I (Fig. 4B) Pipe Clamp for Sway Bracing 6 150 `�ri 4 ` I ', ' ,., p., ILII' ► . • \ �- - Brace Identification Number: SB-TYP 10 250 16 .40 ��1 � ' , ,iii _ 12 300 I/ (to be shown on plan) � `-, �. �� 4�►�� lbw`` �/ - *HROLLU• ...7____ _---. r.- 'F 4!,,TV,;),„'-'- .! - �#�!\ I DOOR l Table 9.2.2.1(a) Maximum Distance Between Hangers (ft-in.) �,�t —irdilimi Nominal Pipe Size (in.) r.. . _ ..__,____ L-- _i1r.__„,—.: 31 11 1' 2 2' 3 31 4 5 6 8 i �' Steel pipe except NA 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0L , , a L 7 threaded lightwall ,. Threaded lightwall NA 12-0 12-0 12-0 12-0 12-0 12-0 NA NA NA NA NA steel pipe Copper tube 8-0 8-0 10-0 10-0 12-0 12-0 12-0 15-0 15-0 15-0 15-0 15-0 SECTION - THROUGH DECKS CPVC 5-6 6-0 6-6 7-0 8-0 9-0 10-0 NA NA NA NA NA Locker Deck Construction Ductile-iron pipe NA NA NA NA NA NA 15-0 NA 15-0 NA 15-0 15-0 Isometric View-some items removed for clarity JOB NAME: APPROVAL STAMPIS): EOPBQfis SCALE: STORQUEST TIGARD 40 eiN4.4)% A 54330PE 1 /8° = r ��`` 12800 SW PACIFIC HWY d•-+-mss TIGARD, OR 97223 tTRIAD A OREGON V vkrT3 19ib 7/1/ SHEET CONTENTS: SWEET#: Fire Prote ctivn A �7:: S�1��20 I NOTES / SECTIONS FP2 DR A Expires: AWN BY: DATE: JOB NUMBER: 1927 NE RDDNEY AVE I PDRTLAND, OR 97212 TODD SEXTON 10/05/19 16037 j P: 503.056.63331 F: 866.766.66621 E: DFFICE@TRIAD-FIRE.COM 1 1 %2 3 '4� �5 5 `I �7 '9 i 10 11 ',12 13 14\ ( &I 1�1 �� (18 ' 19 �20„ 2� PIPING ELEVATIONS AND NOTES, THIS LEVEL: i' i } WET SYSTEM PIPING: iI MAINS: 1-4 II I 1 1 BRANCHLINES: 1-4 CORRIDOR HEADS, DEFLECTOR: JUST BELOW BOTTOM OF C-PURLINS/JOISTS,AND I ALWAYS WITHIN 12"OF DECKI DRY SYSTEM PIPING: DRY SYSTEM PIPING ON THIS LEVEL SERVES WEST SIDE LOADING AREA AND TWO(2) C!_li) ,-..ii, _—_WEST SIDE STORAGE UNITS ONLY. ALL OTHER NON-CONDITIONED AREAS ARE COVEREDs` I - }BY DRY SIDEWALL HEADS. I +;� i'44 � i a 4 44� • ENTIRE DRY PIPE SYSTEM SLOPES BACK TO RISER ROOM, ALLOWING DRAIN OF SYSTEM I -2 . tai r•tit 1 Int X14' b �± a fr ,i t4 �y AT THAT SINGLE LOCATION AND PREVENTING NEED FOR SYSTEM DRAINS AT FAR ENDS. i i / / / / / / / / / /ij / / • / 1 I FOR BOTH WEST AREA AND EAST AREA DRY PIPING, INSTALL INSPECTORS'TEST AT 4-0 - - A ABOVE GRADE, PIPING BACK TO FURTHEST HEAD IN THAT AREA. '*"LOCATION MUST BE ,�:,'° ,� t+d '+6 I COORDINATED AND APPROVED BY O.A.C. '� + 1 r.• 'w , ,� `. �' ?X:6 ■ w , w = b w 7A14h r/�,� f., r le F jY 1e '�le j#1 i '' ' '12 Tie, 1vr .,, 8-16 b s �r j %f 139 — _ ,, * 0 :-- `b t 0 to-----Il HATCH INDICATES / / / / I / i / / I / / I / ' 1 / LOCKERS ABOVE J ..._. . L.. _ ._.. .. y I I_ _ _ -- I - -Tr vv SEE TYPICAL PIPING ,� ;�... . 9.4■' .... g, . I. �_. ._.. B.._. 22221111 '� ti 111 `. IIL..' G I rW � r T- u I � I Ii, FLOOR-LEVEL UNITS. �- DETAIL,SHEET FP2. I ,+� .�.a�4�A 1 j 111 r/ 1Ya" ti•z a traf r. _ I I _ _'ala I _ ! l i3e 1__ __ ii, 1 '-'r �' `1 FIRE SPRINKLER DRY I 'N, 1+e�• �i — r VALVE IN THIS 5X5 �� a' 4. UNIT COORDINATE 4 ' ' •r r 4 WITH ELECTRICAL r �.+ 19i" A•4 s sr- f.w tAw if. / B" �l t r SUBCONTRACTOR TO PROVIDE POWER y C 13'8 .-. b -0 1 !w \ { UH-1 STYLE UNIT HEATER AND PROVIDE DRAIN pry/ / / • .# FOR SERVICING .4r 1a' VALVE. / t/,�1• / g= g\ 1.14:". z s s e e - 4-D- -11 C Thto ;!) rl 4.40" I ct • UH-2 STYLE UNIT HEATER r ;+a 7119 w �' °' ,° - - = .. - _ r \ "`• \ 1 (LEVEL 3 SOUTH END OF BUILDING �, ONLY) F I w- :` 'a .. . . . . . . 21 I I r—i-- • 11.7 r r� e \ r, a r Ordinary Grafrp!•f ' gprrr!}t•for 1'S69tt= I .+6 -r* 9--I� / I / / -F-o S I" / / / V BEEN PLACED ACCORDING TO HVACH r -- UNIT HEATERS HAVE .\ •- . • +f`>F r - i► €° ! �• 114 \ 3 SUBMITTAL DRAWINGS. DIMENSIONS SHOWN ARE ACTUAL. I �, N �� �. • '� s'; COORDINATE WITH HVAC SUBCONTRACTOR AND G.C.TO HATCHED `� • Nib., 4. �' INDICATES EXTENT .� / / / w+ a DETERMINE PROPER PLACEMENT OF MAINS ALONGSIDE OF DRY SYSTEM , ►; t+- 1y." { / HEATERS. ARROW INDICATES DIRECTION OF AIRFLOW. IN , G COVERAGE ..--.---. I 1;� tw '► a'• © a x \r� !rte / ` • /- / CORRIDORS, INSTALL 200-DEGREE SPRINKLERS WITHIN 10 FEET 9. y ,9 to d , d d , tu� OF UNITS. 1 �'� r-tt / •\ w" •- ` �, � 1 \ 1s 7 \ 0 '� ` Z.1y-' .. l j �. viri P••' V " - V +• Fi A ;y �I is fJ dl .e • + �''1 I„I I :or f / 7:1111:I / C - / / --+- o 14 q / / /r - I ■f / 1 iv STRUCTURAL STEEL "1:513' 1-(311' �q� -,i.1---- -"Mir,„ ' ■ rC ' ■ kir ,7113 +•,r - ■ 1 \- --'� SHOWN IN DARK ..98 1199; 5e - fi" RED- STEEL gt 3.52 1 < ] k r, / / / -�I• / 1 / +C Y4'. - / / / AFFECTING THE y �n SPRINKLER LAYOUT �.. -- \/ -- BUILDING VEL ...' 1R9 .' ..I : ` !.. *� g• I 21 I tai . ONLY + .� 13 I I K fys9 1:� .'3u • !j : • / I _1 :li fie JANUS SOFFIT SYSTEM LOCATIONS DERIVED FROM JANUS \. %.,4 , +� i 1_ / / / _- / . _ L J I____ 1 I __ I l_ I L___. T r r s- t \ SHOP DRAWINGS. SEE AREAS ON LEVEL 2 AND LEVEL 3. ao i375 ? j { / / / / b / / / -,,,,,r ` 34x1 .'3Za2 .16 •4� _ tert C PIPING L4YOUAT EN ADDITION,TINSTALKDROPS TOAPENODENTPICAL * 2 i '��.. �� ' � -IV- �4 .._. e 4 ;..., ; . 1g ■ -' -- K • SPRINKLERS ON 12-FOOT MAX CENTER SPACING, CONFIRM ��' F / i - / 714"- ,7 a" �'li" 14" USE OF SEMI-RECESSED WHITE HEADS WITH WHITE TRIM •` •.� •` ;�, / / / / - / / I � slt \ 0 RINGS, PER CONTRACTOR. I e �`' '�` '°ieo d d e' It d ELEVATION OF MAINS WILL BE AFFECTED IN THESE AREAS, _ ,.< '. __�I +�► • - ; 1"� + / / / / a s$' I e +�� Yk1 AND MAY REQUIRE DOUBLE-90 OR DOUBLE-45 CHANGE IN .("---11) -" j ' 7: -t 9 ••- ` ' r ELEVATION. COORDINATE WITH SUPERINTENDENT AND JANUS I • ,�`� 4 +z 0 -- f9 `�i ' 4 � ars r INSTALLERS PRIOR TO SETTING HANGERS. F a iv , I I _ / / / L / / I14• 1 a 14�. , ,a I xa +- to _ �-e,' eLtt ,, :. `.� a = r'r DRY SYSTEM �%;±„ I ti '1. s'�i+ r ,� , a \a'to\ I uia . „ TEST AND DRAIN, 11 1 4� , ; ,��7I�f MOUNT TO EXTERIOR AT 4-0 I T _4 Q 7' 74,: __..._.. ��Jf -;41g ' !O * ' ABOVE GRADE *C� I I / .' / _ 134" l •P J - [-moi i! 1 . ' * 1st `-7' a —. .i. I f.—._-�_ ._ ! I I . 11 ., r f , . r f . • f 4. @ --.--- • ' I I J 1 J l l .il �� J i S Iiii i bi / ti. 9 I I I / r� I r l LI s" • I • I ry - / e -- • .w h-A L,1 i ...(-----`-')f-N I - 1/4) 41 .+5 I - � .+6?/ / / -..._. I r !," ■ ` 74- 1, \ iv X _ii 11 { IY1� • ,x,1+4 - I r • r �,��. i OPEN SEE LEVEL ABOVE:2 SPRINKLERS IN STAIRWAYS © \ 16-9 Vt LI I _i___.i. r _ (,.)---::-;)-- . . .-1--1 . hit 1 . 7.7, 1, _ SHALL BE INSTALLED I I ' PIPING,SHEET UNDER LOWEST FLOOR I I NO LOCKERS TO BE BUILT FP4,FOR O.T.S. INTERMEDIATE LANDING �` l SIr-it 1. \ D OVE THESE HATCHED 100%NON-COMBUSTIBLE I COVERAGE AND AND AT TOP OF STAIRWELL I 1...._______I INITS,PIPEWITHOUT CANOPY;SPRINKLERS SPRINKLER PER NFPA 14 I Ql \ i k I LOCKER DROPS • OMITTED DROPS TO _- i >N L I CLOUDS. ,,;.) ®- 1 y" 1714• \ 9 J . / �,: CO \ T\Illi 'tt'6 I I I I I S ' • I 1 I _ri z - - - L 2 JOB NAME: n REVISIONS: APPROVAL STAMPS): PRO SCALE: STORQUEST TIGARD Sprinkler Legend (This Level Only) 1 1Symkwl SIN Model Quantity K-Factor Type Size Response Finish Temperature Note �� ti 3132r� = r 12800 SW PACIFIC HWY 54330PE 9 AtTRIAD i V2704 V27 352 5.6 Upright 'fix Quick Brass 155°F ..1--f--- -S TIGARD, OR 97223 A ,L V2708 V27 17 5.6 Pendent % Quick Brass 155°F Loading Area OREGON, V2710 V27 132 5.6 Sidewall % Quick Brass 155°F Locker Drops 16 `// .TS va SHEET CONTENTS: SHEET#: 7re Prlotl>eetion a I TY5339 DS-3 9 11.2 Sidewall 1 Standard Chrome 155°F Exterior Units F)C. Se LEVEL 1 FP3 I Total = 510 1K- ii ares: 7/1/20 DRAWN BY: DATE: JOB NUMBER: 1927 NE Rodney Ave I Portland, OR 97212 TODD SEXTON 11/18118 18037 P:503.856.63331F:866.766.88621E:office@Triad-Fire.com i • ( 1 2 ' 3 4 5 16 /` 7 8 9 10�� X11 ; 12 + 13;: 114�i 15 16 17 ' 18 19 �20) ' 21 x' 22/ PIPING ELEVATIONS AND NOTES, THIS LEVEL: WET SYSTEM PIPING: . MAINS: 1 -4 I I I BRANCHLINES: 0-6 , I DRY SYSTEM PIPING: i1 DRY SYSTEM PIPING ON THIS LEVEL SERVES EAST SIDE LOADING \ 1 AREA ONLY I _ ____ ENTIRE DRY PIPE SYSTEM SLOPES BACK TO RISER ROOM, ALLOWING ! '1 ` DRAIN OF SYSTEM AT THAT SINGLE LOCATION AND PREVENTING NEED e \ 11 \ ' / L - m a F F e 0 0 0 1 0 r 0 0 0 0 0 FOR SYSTEM DRAINS AT FAR ENDS. L ITVI. kh? r h kl 0'1 .•�1 lin tic b in r h It7 r�S ..-10 r'�O kep .-b St ti FOR BOTH WEST AREA AND EAST AREA DRY PIPING, INSTALL p _� i _ f` —1 1 I I� I 1 ' _ I .� Ir i L� - INSPECTORS' TEST AT 4-0 ABOVE GRADE, PIPING BACK TO FURTHEST \--.....-}- n 21' ,, f 2,/" • 21' f" n e' 21' l'21' i If 20-11 .L • • •HEAD IN THAT AREA. ***L❑CATION MIDST BE COORDINATED AND +� I J j i 121. ' / APPROVED BY O.A.C.*** 1 � I I — l B \ - 14. - E1 , r i s r J ' : r —� X rr I_—x 7--- �- r 1 kr,. g - 14711j. 2 rc t , 2r - rb r 1 --_-_ b r•b rb rk,a—_l _ 1Y' C _ / / / / / / �-a 1 --1±5, m 61 v 0 m G 0 - �' � ll B o b� E / d• 1S 1 I , -I , L :4, £! f� f? ® !1 0 A O 7 n +q o . / -- �n / / r • f —. 1Y." .1tY" - -- 0 2 ,,.....,, 1� - +D \6-0 rJ11 g_ 5h St ' I 1 I,,4 ----r i00 { l 3• 3" �i 3` 3" 3" •UH 1SLEUNITHEATER E ; _ 4, � '- �. .� 1 rm. III 1 iie 9 s b !l 9 k.; C...1 ~' e 0 el - ?mss, UH-2 STYLE UNIT HEATER s \ * \ '. i\ Y: I i e 11Yi w.-\ -19 _1'/: _ LES $ 6F,r °r"�r 1 J k i� LEVEL 3 SOUTH END OF BUILDING (F ) �tY.- 1Y.• 'V ON LY) 6-8 C \ 1 N 11+ 9 O U 6 o G Q n F a 9 0 iA k-'I \ %" \ 9 UNIT HEATERS HAVE BEEN PLACED ACCORDING TO HVAC B 1* \ �~\ +/ _/� I f� /q /q ='g c� t'� 1W t9 Gai T •'' ./ , •4- �� a. r h h rfb rE17 x111 En I� 4-2 r� rpp rh r•h .-1n r`., 4 1 SUBMITTAL DRAWINGS. DIMENSIONS SHOWN ARE ACTUAL. h----•-.. `- _._ .a� '�r --._ • DETERMINE PROPER PLACEMENT OF MAINS ALONGSIDE i I - 1�' 2P 20'434: . , :; -' . 21/. f I ' :>M 2P, f. �ry .$ -104.4 21' '� \ 21' _ a 21 _ COORDINATE WITH HVAC SUBCONTRACTOR AND G.C.TO G 1E' 3' Y 3" HEATERS. ARROW INDICATES DIRECTION OF AIRFLOW. IN ; = ,. CORRIDORS, INSTALL 200-DEGREE SPRINKLERS WITHIN 10 FEET 1N"_ M1" � _• �- w Ave 6 \ 7t=� \ M ' + • io — — to—- •— ilo_J 0 --; I b .__J a 1._Y r[ —J I a �`tr 4.y ' { Y$ .- y4.- \ It OF UNITS. -' r r (ti" ) i�. / / / / r s Hp, E - • hH6 91 d i v O i1 r 83 Fa- : @1Ki' x•Ii-61/ r 10-3 i-i 4. 1 f I / / ... tL -P IS J ) 7 , 1 . ,,, . Inc 1 . 7 / T �-B @ 0 / a A - e' 1y� f 1%" 13/ h rr N '' G7:1 ! wrI rI rr r .-----re-P--- ii!P. of /0 \ ,40—� 6_3 ' )$ I - 0 x \ JANUS SOFFIT SYSTEM--LOCATIONS DERIVED FROM JANUS -\ EL I f `� • 1 SHOP DRAWINGS- SEE AREAS ON LEVEL 2 AND LEVEL 3. K) Lk�_.. �i' 1 I , f,, .. Lga z ,.. I y i , .. - i .t..._-4:' ‘-ft' t� i 11Y. • 21' a 21' r f f / / f I yc4 I f a+ PIPING STRATEGY: UPRIGHT SPRINKLERS REMAIN ON TYPICAL T� \ 8 f e 0 , q e \1Y$ r LAYOUT. IN ADDITION, INSTALL DROPS TO PENDENT 1y� i 1Y. 1'/:' J % % Viz" SPRINKLERS ON 12-FOOT MAX CENTER SPACING. CONFIRM • 14ft N •9 -9 ? •7 4 -- USE OF SEMI-RECESSED WHITE HEADS WITH WHITE TRIM 1 r 1Y% r a �' 15a 1Y: I a \. e RINGS, PER CONTRACTOR. \. ` .a L. Lie h 6a L ' / 6-5\ a . , ` 6�', S- AND OF MAINS WILL BE AFFECTED IN THESE AREAS, I�i / / 1Y.' / / / / AND MAY REQUIRE DOUBLE-90 OR DOUBLE-45 CHANGE IN 7 • e d ' v 0_,,w." -- '6-8 �' OF ELEVATION. COORDINATE WITH SUPERINTENDENT AND JANUS @ \ 11 1 0 1v." -_ " ----- - I e \ 1s� I 1'I ' INSTALLERS PRIOR TO SETTING HANGERS. 1r- ES �5'-3; N I 0 16 4.4 E 0 & CP C 1/_" 4q A A Li I $ V/4" r \ 1Y,• \ 1 11L 11fi i.% 61 r+' ar C' 5-8 • 411 N ON N e N r N . �_-_"' r n0 114 l ,- - - N� __- _ _^ ! / / -/ I / / / / 1 ,. --1 I I - - I . 'ff ..a r, 1 \ ISS' J f 1Y. I ,4.... 21 21' �d, _ri Is i- 3" 21 2 3" r 14 a SI�h._ a� L t t Z .. ... 213-141. ! I �� / / / / / - / / / e a 5%' I I Si 0 1 , r w r >1=7ll�� 1 / • 0 @ — r •1 h n �- • 0 0 d d ii 41 d e d f' 1g-,0 z,• 1T--7' ,_13) , - , ,1 -15 I l U y IJ L. I ,T z 134 11' :' 4 li i.)..-, . i 0) -1- . ; � 1 •-, PENDENT DROPS ENTO JANUS � � 0— PENDENT ch 64 6450 2 . I ?>k0 i� SOFFITS.TYP(SEE NOTES) .7--b r I 1,�, 13 ', w xjo - II - d m til .1 1" •.x. . - II h ; S I' I 11F CLOUD GRID CEILINGS I C \ 14•-1 \ 47'iO' SET8-0AFF LEVEL 1. _ ALL OTHER CEILING IN LEASING OFFICE IS O.T.S. li______,A T i- JOB NAME: ;.� REVISIONS S � O N S : SPRINKLER LEGEND (THIS LEVEL ONLYl APPROVAL STAMPI5}: OD PROPe SCALE: �'�t Gw Ss/ 5TORQLIEST TIGARD SYMBOL SIN MODEL QUANTITY K-FACTOR TYPE RESPONSE FINISH TEMPERATURE NOTE �G $� �4, 02 N _ I AlikT R IA D 4.i A. • V3402 V34 8 8 UPRIGHT QUICK HRAs 1 S5°F 54330PE 3/3 2 1 2800 SW PACIFIC HWY �_� V2706 V27 3 5.6 PENDENT QUICK BRASS 1 55°F J~� S T1GARD, OR 97223 y V2704 V27 412 5.6 UPRIGHT QUICK BRASS 155°F yOREGON i O V270B V27 7 5.6 P1 woeNT QUICK BRASS 155°F �� �(y73 �g�' SHEET CONTENTS: SHEET#: Fire Proteetion .. TDTAL = 430 eFRTC. g��� 0 . LEVEL 2 FP4 • A ares: 711/20 DRAWN BY: DATE: JOB NUMBER: 1927 NE RODNEY AVE I PORTLAND, DR 97212 TODD SEXTON 1 I/1 7/18 18E137 P: 503.856.63331 F: 866.766.88621 E: DFFicE@T, IAo-FiRE.coM El) r2 ; `I �4 5l 6 ; 7 8 9 10; I�1 , (12 . '13l X14 15 16 1 8 (19 20 21 22 PIPING ELEVATIONS AND NOTES, THIS LEVEL: �� J _ -'LJ/ r • WET SYSTEM PIPING: ENTIRE SYSTEM ON THIS LEVEL SLOPES FROM APPROX 9-6 A.F.F. ON EAST END TO 1 2-1 A.F.F. ON WEST END. FOLLOW ACTUAL SLOPE OF ROOF DECK, 1 i CUTTING HANGERS FOR A CONSISTENT DROP FROM DECK TO CENTER OF MAIN PIPING. a __ MAINS: -1'-4' - - -._ - - - i B RA N C H LI N E s: -1 ' 4" �� -- ELEVATIONS INDICATED ABOVE ARE TENTATIVE AND SHALL DEPEND ON ----- r DEPTH OF INSULATION INSTALLED UNDER ROOF DECK. SPRINKLER HEADS I 1 llydinyGragplH0.x0gpw/ t=for955ft: 1 1 1 I SHALL MAINTAIN MINIMUM 6-INCH CLEARANCE TO NON-RIGID INSULATION 41111.1 ` ICV L - (� < <p q n !9 ►1 O A C Q 4 0 A B TO ALLOW FOR EVENTUAL SAGGING IN NON-RIGID INSULATION MATERIAL. �,' / / / / / / / / / / / / T NO DRY SYSTEM PIPING THIS LEVEL. — -- -- ___. �:g � __ P4 3:� :5� — >kc Y: -- 1s• ' A` F ' �: �` r� l� te_., rb rb rti r� '� � .. •�� P. b i 46— i - r r r r r r r r r- r r rr rr rr ___Lt , rr 17 A v .5 tet �-, - + a. � " r 20 • r ,, '11 - ' r 21 r,.i,. ,,. 1' r 2# r - ,4 � P513. �, . i G • r •� -- 427)r \--'�.2) m__ 431 ar, �a � x a : O tl tl O O •O r O +O - O - Q - O ar r A tl `v1'� - O O L/ -k� 4D; 5. °- �: ' z� �� it. :°P 4. t.2? >.'47, : 'a"" 1 r g7 - i7 �9 a �� �`2 �`2 a� Sty Sty -ii.''7 \; r- r r r r r r r dp io r m 9D ED m r 5'1 71 _ 0� s 9 a S D O m & U e 6 d e C G e 0 O 5 e - 0 D 11�i w ��w al \ r 1!A sir' Id ir+ "iii' •� 14"1 = k4 fn_,- e El 49 C7 ti d Q R o A fT t0 I UH-1 STYLE UNIT HEATER p _ -- st ' I_L -= SI - _. ._-, =a r�� - ,�- , �_ f ;; / J ra �b Bio .-m rm rm �b �6o rio r� �m mato j--.- I p-ao -Io �m lk \ ?to r 3 r �, 2 II` 1. UH-2 STYLE UNIT HEATER 11' - � �I 04 I .� � -- -At om -.0* ., - . ' 1 I 441 ' I Ite _-�. _ V4 _ +fir •�r .-At R -At f,r h iQ �; ., •-.`r "` �a tg 1 Yr el 0 A o - 0 � (LEVEL 3 SOUTH END OF BUILDING - -- ° d °i ONLY) -- , e n A 0 t9 A 0 0 .a 0 0 9 0 N iy.. \$$ - ,Wa. • ' 1•- 1 `/ j—./ a/ / / i. .l- :/• �.' _ / / /F. / 1W: UNIT HEATERS HAVE BEEN PLACED ACCORDING TO HVAC - '� - .-to ;rm -+n rto 1D '�-'°o �� _� ' -I0 1 'I 'm ?'b i