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Plans (52) FPS2018 -00146 ( 1/2 ) / UNDERGROUND PIPING NOTE / / GENERAL NOTES / / IN RECEDED OACCORDAN EFIRECWITH THEEAPPLLICABLE BUILDING CODES,TO BE DESIGNED ANDLLED STATE ALL UNDERGROUND IS BY OTHERS / / OCT 7 2018 AND LOCAL FIRE MARSHALS REQUIREMENTS, NFPA 13, 2013 / ®FIRE SPRINKLER SYSTEM TO BE MONITORED AND SUPERVISED FIRESTOP POINT OF CONNECTION a 1)-01± INSIDE OF BUILDING / / / G D VSION BY THE ALL ELECTRICAL BUILDINGS FIREING ALAOF RM SYSTEM. TBY ION SYSTEM AND SITEPLAN IS SHOWN FOR HYDRAULIC PURPOSES ONLY THE FIELDS APARTMENTS / / / / / COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. ®ALL PAINTING OF FIRE PROTECTION PIPING AND RELATED BUILDING 2 _ COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. ®ALL INSULATING OF FIRE PROTECTION PIPING AND RELATED COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. \ \ TO BE FULLY S P R I N K L E D / / / / s ALLLSPRINKLER WELDING PIPING TO BE DONE BY AS CERTIFIED WELDER IN A / FABRICATION SHOP PER NFPA STANDARDS. AS PER NFPA 13 2013 AND ALL / o QQ SYSTEM TO BE INSTALLED, TESTED, AND FLUSHED per \ 7 7 / / / _ _ / o NFPA 13 STANDARDS AND LOCAL REQUIREMENTS. \ STATE AND LOCAL CODES AND ORDINANCES / / / / ® T UNDERGROUND AND ABOVEGROUND PIPING BE HYDRO- / / / � / o � STATICALLY TESTED AT 200 PSI FOR 2 HOURS. / / o Q9 ALL SPRINKLER FITTINGS SHALL MEET OR EXCEED THE \ m / / o®� / _ ♦ REQUIREMENTS OF NFPA 13 TABLE 6.4.1. 1D ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1 STANDARDS AND LOCAL REQUIREMENTS. SPARE SPRINKLER CABINET AND WRENCH TO BE FURNISHED PER NFPA 13. 12 ROOM OCCUPANCY AND CEILING HEIGHT SHOWN AS: ROOM NAME 13 DOMESTIC MATERIAL NOT REQUIRED. 10-0 / / ®®®® 8 I + ® 14 SPRINKLER HEADS ARE NOT CENTER LINE OF CEILING TIE.ACTUAL LOCATIONS OF SPRINKLER HEADS WITHIN CEILING TILE MAY / ®� VARY DUE TO CONSTRUCTION CONDITIONS. @ ELEVATION OF PIPE SHOWN AS [+0-0] IS FROM ABOVE FINISHED FLOOR / FLOOR AND ELEVATIONS SHOWN AS ['0-0] ARE FROM BOTTOM OF TOP OF STRUCTURE DOWN. ,s PIPING: STEEL PIPING CONFORMING TO NFPA 13, ASTM A135 I BLDG 3 / / /,Ok r' / / �J I O AND E PIPING, ARMOVERS, DROPS OR ASTM A795. I S / _ w �� I A CPVC E CEMENT ENDS WITH THREADED NOR CEMENT OUTLETS, BLDG 1 / i — — — _ / o ° 17 IN ROOMS NOT EXCEEDING 800 SQ FT AND OF UNOBSTRUCTED BLDG p C L U g H O U\S E / / o o %�/ ° OCONSTRUCTION, SPRINKLERS SHALL BE PERMITTED TO BE LOCATED 47,838 SF � G 2 mope ooep000 � - �, ° NOT MORE THAN 9' FROM ANY SINGLE WALL IN UGHT HAZARD ONLY. 1 40 S , 342 S F -, I ® // II 0 AS PER NFPA 13 8.6.3.2.4. 3 / `�•'-J?�, _ _ 1a SPRINKLERS ARE NOT REQUIRED UNDER INTERMEDIATE STAIR I - 222 S F I `' 11 ° LANDINGS OF NONCOMBUSTIBLE CONSTRUCTION AND NOT USED FOR 1 1 F oras 2 I I I , •, II °I STORAGE. AS PER NFPA 13 8.15.3.2.1 & 8.15.3.2.3. Oo m ° 1g SPRINKLERS ARE NOT REQUIRED IN NON-COMBUSTIBLE SPACES. NFPA 13 8.15.1.2.1 & 2. ALL CONCEALED SPACES ENCLOSED WHOLLY OR PARTLY BY EXPOSED COMBUSTIBLE CONSTRUCTION SHALL BE PROTECTED BY SPRINKLERS. 4 — — so s o e o 0 0 o 0 0 0 — — _ _ _ I 80 I BLDG 4 8 _ II I ° 20 ON SYSTEMS WHERE THE PRESSURE AT THE SPRINKLER EXCEEDS I I — — _ _ _ _ — — — X + _ ---- ►1 e m e o 0 o I — — — I 48, 990 S F g L pG 6 II Q 100 P.S.I., BRANCH LINES SUPPORTING SPRINKLERS IN A PENDENT _ POSITION BELOW A CEILING SHALL BE SUPPORTED BY A HANGER _ II � ° THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. AND THE 6 56, 608 S F UNSUPPORTED LENGTH OF PIPE BETWEEN THE HANGER AND END I 0 SPRINKLER IN A PENDENT POSITION SHALL NOT BE GREATER THAN 0 0 o Q e o — o _ _ _ _ — — +-- _ -- _ � 0 =o o e o �' 0 0 0 o II 12" NFPA 13 9.2.3.4.4.1 & 9.2.3.5.2.1, AND BRANCH LINES SUPPORTING ( KEY NOTES . - II PENDENT SPRINKLERS BELOW CEILING SHALL NOT HAVE UNSUPPORTED I o0p — _ = o 0 o e OVERS EXCEED 12 . AS PER NF .5.2. . ARM RS THAT EXC PA 13 9 2 3 1 14" C900 28-0± I I e o e 276-0+ 8 01234567 8 16 2 4" C900 44-0± � 0000000eoeoe -20= _ = = = , "' ° 3 4" 0900 17-0± o 0 0-0± 3 SCALE IN FEET 0000 m e 4 4" C900 46-0± N FLOW TEST INFORMATION w e VICINITY MAP �� STATIC: 104 PSI T 4 0900 106-0± RESIDUAL: 100 PSI SITE PLAN2500 PROJECT NTS ( 4" C900 46-0± SCALE - 1" = 50'-0" FLOW. CITYWATERGPM 8.15.1.2Concealed Spaces NotRequiringSprinkler Protection. 8.15.1.2.6 TYPICAL FLOOR ASSEMBLY FOR FLOORS 1 -3 TYPICALCORRIDORASSEMBLY FOR FLOORS 1 -3 s LOCATION ALARM BELL OR HORN/STROBE 5Q 0 25 5Q 1QQ WYATT TE TEST 8.15.1.2.5 Concealed spaces formed by ceilings attached directly to or within 6 in.of wood joist DATE TEST TAKEN: 5/4/18 or similar solid member construction shall not require sprinkler protection. l `117 FIRE DEPARTMENT CONNECTION UNDERGROUND: 8" CIRCULATING TYPICAL FLOORS 1 THRU 3 ORIFICE: 4• ++ae.r+"Pm 8.15.1.2.6 Concealed spaces formed by ceilings attached to composite wood )oast 6" FIRE HYDRANT ASSEMBLY PER TIGARD G A R D STD DWG 542 joist chane either directly or onto metal channels not exceeding 16 1 in in depth,provided the 9 )Dist channels are nrestopped into volumes each not exceeding 160 83 using materials l� �"# equivalent to the web construction and at least 3 1/2 in.of battinsulation is installed at the t:��I�R bottom of the joist channels when the ceiling is attached utilizing metal channels,shall not require sprinkler protection. I� TYPICAL FLOORS 1 THRU 3 n 615.1.2.7 Concealed spaces filled with noncombustible insulation shall not require sprinkler protection. ® TOR 8,15.1.2.7.1 A maximum 2 in.air gap at the top of the space shall be permitted. °+"• ® TYPICAL FLOOR 4 ® Q RISER KEYED NOTES 8.15.1.2.8 Concealed spaces within wood joist construction and composite wood joist construction having noncombustible insulation filling the space from the ceiling up to the n. SIN H„7JL bottom edge of the joist of the roof or floor deck,provided that in composite wood joist - 4p, ® O 1 4,i 0900 UNDEfl'sROUND SCiPP'�7 construction the joist channels are firestopped into volumes each not exceeding 160 h3 " ""` "�`*- qp• rp 2 THRIST BLOCK PER NEPA 13 CHAPTER 10 to the full depth of the joist with material equivalent to the web construction,shall not require .: NW ONE 7 = sprinkler protection.3 4"FLANGED RETAINER GLAND , " �" ` •-' >_ N O 4 2"CLEAR SPACE AROUND PIPE 8.15.1.2.9 Concealed spaces over isolated small rooms not exceeding 55 ft2 in area shall not 5 4 X 2"GRVD CONCENTRIC REDUCER require sprinkler protection. 7 6 1° AME$30006MI DOUBLE CHECK DETECTOR EFF W/ .. FS BUTTERBALL VALVES AND TAMPER SWITCHES p ELECTRICALLY SUPERVISED NORMALLY OPEN RESIDENTIAL DESIGN CRITERIA FOR NFPA 13 SYSTEM DESIGN BASIS FOR 4TH FLOOR UNIT io 70 TYCO W-1 RISER W/ 6 PRESSURE RELIEF ASSEMBLY 11.3.1 Residential Sprinklers. SIZE OF DESIGN AREA DIVIDED BY THE NUMBER BFP FLOW SWITCH 11.3.1.1 The design area shall be the area that includes the four OF SPRINKLERS IN THAT AREA: T l THAN TO BE USED FOR adjacent sprinklers that produce the greatest hydraulic demand. SQ FT OF AREA: 397 / 4 = 99.25 SQ FT PER SPRINKLER xa 2" LESS HANWD1MAIN DRAIN PENDENT SPRINKLER LISTING REQUIREMENTS: t—I 1ST-4TH FLOOR V4"PSI GAUGE 11.3.1.2 Unless the requirements of 11.2.3.1.4(4) are met for 16.7 PSI @ 20 GPM FIR START POINT gRC „ USE THE FOLLOWING FOR CALCULATION: RRIDORS8 I-I/4 MAIN DRAM TO EXTERIOR buildings having unsprinklered combustible concealed spaces,a.D N.a 200 SQ FT PER SPRINKLER BY OTHERS F as described in 8.15.1.2 and 8.15.6,the minimum design area of 3 9 HYDRAULIC PLACARD INEORIATIGN g sprinkler operation for that portion of the building shall be eight 21/2 EADtI RE oNm EDGE C1RVD FLEXIBLE COUPLING:AT TOP t BOTTOM OF RISER sprinklers. CONDITION MEET DESIGN BASIS FOR 3RD FLOOR UNIT 1 & 2 TYP / ,,*IX ANDN SUPPORTING THA&TRIC ERE sAlrr 59E1iJ IIID oRT LESS N 1N1N r WHERE 1 4-WAY SWAY BRACE + TOP OF RISER SIZE OF DESIGN AREA DIVIDED BY THE NUMBER swrr „ �PPO�NG NO tREs 2” BCH 10 TO FDC PIPING 11.2.3.1.4 Restrictions. When either the density/area method or OF SPRINKLERS IN THAT AREA: NOTE: U.G. TO BE FLUSHED AND AT.ROD �' 'AS m+us1Nc GRVD X CPVC ADAPTER rA�`P„"„� _ _ _ room design method is used,the following shall apply: SQ FT OF AREA: 397 14 = 99.25 SOFT PER SPRINKLER AT.ROD UP TO um RIWDDNC e HYDROSTATICALLY TESTED AS PER I-I/4"CPVC TO SYSTEM (4) The following unsprinklered concealed spaces shall not require PENDENT SPRINKLER LISTING REQUIREMENTS: NFPA 13 AND LOCAL CODES PRIOR TO a°•° a minimum area of sprinkler operation of 3000 ft2: 16.7 PSI @ 20 GPM :<°:,:.;<:;;:::.:.:.:.:.:.:.:°:.:.::;::::::;.:..e,1;1:2P::::::;>::::;;::::e:f:Es:1:11E:,1;1;:1:i3S:;%1E2s1S>:1a ;:):: ::: 1.:;1;1;:;1;81„1;1E2;:;:;::;•° T W/MIN 12 A S :.1.ed..:.P..,:..:,.:.:.:.1.:.:..:.:.1.:.:.e.1.:.:.:.1.:.:.:.,.:.,:.:,:.2.:.:.:,.:...;.:,:•:•:°:•:,°,°•a•e.1<,:,,,,,,,.•;,e,1,,,,,,,°.:,;•;,;,,,•...:,,,.,•,:...2.:.........:.:.:.:.<. .:,:.2.:.:r...e.1.;,2.:.:.:. .. CONNECTION TO SPRINKLER SYSTEM SPRINKLER EIEAD CABINET SP IaEAO •• '° °: ..,�:;,,:::;sd�•°°°•••••••°•�:�.�.•.,•....°,:.�5:1::::::=12a;::•°°•°•=18 ee:e: ;:�..................:D�:1:°xµ:881A;#°e:::::t: ••,.....as:• ::::;; :.::;,. :e F- Light or ordinaryhazard occupancies where USE THE FOLLOWING FOR CALCULATION: HANGER aNG �ItrC 3 ' ALL ELECTRICAL WIRING BY OTHERSmx P'°°”" - w noncombustible or limited-combustible ceilings are attached 200 SQ FT PER SPRINKLER + SIGNS AS REQUIRED TENT INSULATE PIPING ON 4TH FLOOR to the bottom of composite wood joists either directly or on to LLYD VOtrr-&MANT 3.0•ROD WOOD NORttaRA'.MOW 3/6•ROD '::•,' = RESIDENTIAL SPRINKLER ON CPVC PIPING RE SID ENTIAL SPRINKLER ON CPVC PIPING Z metal channels not exceeding 1 in. in depth,provided the DESIGN BASIS FOR 4TH FLOOR CORRIDOR MMEL IG O e� N004 OKLGiNSIXOlA FIFE SM 2 � •:+��:•:.:•-�� 1 uarrDEo coawooa uwTzeEn I I PP 06110 T W. P-7N' '.Ni'i2e ]' VP P.3' O O adjacent joist channels are firesto ed into volumes not 651` 3 e 2Z »• a• 25390 2 W. M. I � O F- exceeding 160 ft3 using materials equivalent to 1/2 in. SIZE RI DESIGN AREA DIVIDED BY THE NUMBER C6T30 3• IN• P.4• `• OF SPRINKLERS IN THAT AREA: gypsum board and at least 3 1/2 in. of batt insulation is SQ FT OF AREA: 454 ! 4 = 113.5 SQ FT PER SPRINKLER ,d Z installed at the bottom of the joist channels when the ceiling PENDENT SPRINKLER LISTING REQUIREMENTS: SAMMY SCREW WOOD HANGER ASSEMBLY RISER DETAIL rye' °,:� _ O0 is attached utilizing metal channels. 16.7 PSI @ 20 GPM 3/8. = 1' - 0" / USE THE FOLLOWING FOR CALCULATION: RESIDENTIAL SPRINKLER ON CPVC PIPING L 11.3.1.3 the minimum required discharge from each of the four 200 SOFT PER SPRINKLER \ / RESIDENTIAL SPRINKLER ON CPVC PIPING hydraulically most demanding sprinklers shall be the greater of the "MI SED CMPoeM UNff°BED following: (1) In accordance with minimum flow rates indicated in DESIGN BASIS FOR 3RD FLOOR CORRIDOR 1 &2 TYP) PARALLEL TO JOIST O �� _ individual listings APPLICABLE SIZE OF DESIGN AREA DIVIDED BY THE NUMBER Pe (PERPENDICULAR SIMILAR TO IE 3 1 Ie;E.:,a OF SPRINKLERS IN THAT AREA: LOT) WOOD BEAN _ (2) Calculated based on delivering a minimum of D.1 gpm ft2 SQ FT OF AREA: 454 / 4 = 113.5 SQ FT PER SPRINKLER DgIBLE FASTENER STRAP SIDE MOUNT WOOD TJI •'T'°' HEX HEAD FASTENER 0 over the design area in accordance with the provisions of woo° TRUSS � 2 2 SCH 10 � / PENDENT SPRINKLER LISTING REQUIREMENTS: Bow TRUSS,EAM,ETC. c u _ 0-7 4-6 ® RISER KEYED NOTES RESIDEMIALSPRINKLERONCPVCPIPING L 8.5.2.1 or 8.6.2.1.2 APPLICABLE @ 20 GPM 2".-aIX%NC RESIDENTIAL SPRINKLER ON CPVC PIPING 200 9Q FT PER SPRINKLER BETWEEN JOISTS /10 HEX HEAD SCREW 00& ON asa°x NGER USE THE FOLLOWING FOR CALCULATION: Oto aooaN;�) 1 2" SGFI 10 FROM SYSTEM RISER ur.ri 9En conwoca uxrrz eEn SPE PARALLEL TO JOIST EANIN 2 2°GRVD FDC CHECK VALVE 3 4-WAY SWAY BRACE a TOP OF RISER DOUBLE FASTENER STRIP HEX HEAD FASTENER O TO RATE _ 4 ELECTRIC ALARM BELL OR WOR46TROBE PT . c PF �c xroro woad tRuss In Ln 5 IR BALL DRIP ASSEMBLY �RESIDENTIALSPRINKLERONCPVCPIPING - CPVC NO BLACK HANGER DETAIL 6 2-1/I SINGLE FDC CONNECTION BEAN,ETC. BLEW,EIC, C-4 ur.T:9ED coaw9ee /RESIDENTIAL ON CPVC PIPING 2•"_RLDaanc N T S BETWEEN JDSTS ' ALL ELECTRICAL WIRING BY OTHERS CERTIFICATE AT .DOD 3NR aAN.M To + SIGNS A6 REQUIRED f FINAL INSPECTION PIPE PERPENDICULAR TO JOIST xxwwrAsroer �° " ' OFFICE COPY DOUBLE FASIENFA STRAP HEX LEAD FASIENEII O G o 1 1 6512 _ A BBUILDIN�G SECTION 70-11 PE 10-11-2018 CITY OF TIGARD FASONERDOURE FAsa1FA SPIN O T OW REVIEWED FOR CODE COMPLIANCE 9 PP xnoD�'�'EM CPVC STRAP DETAIL "' "F,P� A roved:DOUBLE STRAP PIPE HANGER OTC: I I - VALIDITY OF P N DATE:12/31/18 Pcrmit n I R - oo' ) ( 6 N TABLE M TABLE N THE ISSUANCE OF A PERMIT 7 0 }-, A 1 h z_1 ICP Y r HANGERa F�w4 OEIND,11TrE°TTB RI ER HANIGER FDC DETAIL BASED ON CONSTRUCTION Address: 3/8" = 1' - 0" DOCUMENTS AND OTHERI Suite#: DATA SHALL NOT PREVENT By: Date: NU N N N-5-LLb00 THE CODE OFFICIAL FROM EEtsss JOISTS FINISHED CEILING LINE 2-o IMPORTANT NOTICE: ISSUES & REVISIONS OF ERRORS. OSSC105.4 DRAWING TITLE: DRAWN BY: BKNIGHT WOOD FRAME CONSTRUCTION °'C SITE PLAN, SECTIONS, RISER & MISC. DETAILS B GREEN IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION SPRINKLER SCHEDULE & LEGEND CHECKED BY: CPVC HANGER SPACING NOTES: RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER O SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL ESCUTCH. APPROVAL TIGARD FIRE MARSHAL FROM TEE FROM ELBOW AS PER BLAZEMASTER PIPING SPECIFICATIONS, SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 394 PEND WHITE 155 4.90 1/2" CL4910 GLOBE GL RECESSED BANGER SPACING HEAD DROP HEAD DROP WHEN THE PIPING IS SUPPORTED BY WOOD JOISTS TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 8-2018 FOR PERMIT / INSTALL ,�T PROJECT NAME: SCALE: AS NOTED t LO Pa )UPS (11111`01 )AOP9 OR TRUSSES, = STRUCTURE PROVIDES TTTE SUPPORT, 21 PEND WHITE 175 4.90 1/2" GL4910 GLOBE GL 401ESTOP CO . W T W 5V 4V t� ESPECIALLY WHEN 77� JOIST ARE CLOSE TOGETHER TOF DIV NATIONAL INSTITUTE FOR CERTIFICATION D' 50 SIDE WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED THE FIELDS APARTMENTS PROJECT NO: 2018—TF-002 1Ur m 7V 7V m THE ONLY REQUIREMENT WITH THIS TYPE OF IN ENGINEERING TECHNOLOGIES 8 01 23456-1 8 16 0 47 PEND WHITE 155 5.60 1/2" GL5601 GLOBE GL RECESSED BUILDING 2 CONSTRUCTION IS TO PROVIDE VERTICAL RESTRAINT The reeards d this arpninturn III=that oo SPKR ON SHEET: 2vr � � 7V 2V T7 OF TIIE SPRINKLER AND ADDITIONAL HANGERS ON Robert L. Knight Jr. bjis D 2 SIDE BRASS 200 5.60 1/2" GL5626 GLOBE GL N/A AUTOMATIC FIRE PROTECTION THE LINE MAY NOT BE REQUIRED WHEN TRUSSES OR b astlDe:l m we tach"aree(e) PROJECT ADDRESS: SPKR ON JOB: 520 e�P«TroEL3r,N�tEIA�I,,.No�e JOIST ARE SPACED 2'-0" O.C. OR LESS. FetceaeeasTet®.layout TecLnamrerlfna mNo. CarOfrstloo(e)Pddtbru ► s SIDE w1 ITE ,ss s.so ,/z" GL5626 GLOBE GL RECESSED 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7730 SW HUNZIKER RD 00301 / LEVEL III 100164 04 / 01 / 2021 SCALE IN FEET HEAD CABINET WITH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 2 520 (P)360-718-8604 LICENSE OREGON/183279 - WA/FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 1 OF 3 2.1 2.2 2.3 2.4 2.6 A 2.8 2.9 .1 SEE FP1 FOR FP1 HANGER DETAILS I RISER DETAILS FDC DETAILS -8" - 5'-1, " s' " SII BUILDING SECTION 7 MIT 20BED ( I 1 UNIT 1 BED 1 UNIT BE I Ir . N2-20*9�- / I \NIT 2 BED' L I _ _ \ 9e \ 2-208 207 � I DESIGN CRITERIA - \�O O Vol ; - ern - I \ ( I _ I I II/ = \r- co q / i M 5-0 15-3 5-6 3 \6-4 3-1+� 1 «-5=1+: -17-7 1-31: 12-, i O 312 -i-0 7-7� O 11 17 / 5-6 � 1�7 L - 1-0 B-1 - 5-P: 2-S 1 - - - ��'�� l2- 1: _.. g-4 _ \ a am -f N w _ A�. _ e' '-- -- as-- __ o - _-- - jI B �I 1 II N ......__ ELEV I N I N !. -__ NQ ` 1 : n - SL _ 3 -1 212 2-U22 I ® 1_3 232 5 .I 2 - 2 9-1 . !![1x II x , i T: RAG . . / 1 ^ I 2.B - - - - - �1 _ H _ - - - s- - .. m � os7e os7t Pnr- SEE 4TH FLOOR EE 4TH FLOOR FOR SPRINKLERS 3 5 0 20--0 0 0 13-9 0 3 19-8 �� 0-4 - - 1: 1&rte 7 2 0 . ,9-0 0 2 FOR SPRINKLERS n •-'-I�r THIS AREA o CORRIDOR o _ J--8 d �1 THI£AREA 2-U2 J� « 53 7 « ' - 12 9-P2 -- � � -- I. 9- © - I-- _ i 9-Px o T � - - N 5 6-711 1- 2 1 2 ,�11 5-9 fD 3-0 17 0590 - e t-o 0 2r _ ® 1 �( O _ -- SI O _ f G- 11-p L 111/ \ I I /3=5 _. .O yx A, MA�v _ I - - - 7x - _ _ 1 ore-�0-3 o-g,,S 3 I z-r: 1- IT ossIF, - 77 5-0 3 5-6 5 -1012 �, 7_3\ . / 3-212 % \ ,o- o uNrr 7 6ED ' - - b - 2-z G a s- o-� i e 9 z_ J 1 9 7. tl�1 � :,- DI u ^ OI y O -�- 1 O \ ' I \ ` TUNITO , I II O O UNIT BED UNIT 1 BED UNIT 1 BED 1 ll 0 9 \ UNIT 2 B Q i aO - 202 1 I I I �� (® j I I ( 2-21z z-zas II ° " Loop Offset Change of Direction I f -T-D " 5'-5 5-11 6-B 2/5 L ,/4 L Long �n o,Pipe L i/2 L 6"Min 6"Min " } 1/5 L 1/4 L KEY: 2.1 2.2 2.3 2.5 2.7 2.8 2.9 .1 EXPANSION LOOP AND OFFSET CONFIGURATION two Sea e I Restraint Guide MEM014MM DNLrsEvocexTHESW Doer,ofniwoEo: ELEVATOR SPRINKLER 2ND FLOOR aAErn�aw�„�olP.�,w>�,sENxlowE��,ux,� MJV&ENTMDSNILLDIG7 UALWVEMEYIIMO THE E%MSOW IR ~Expansion HSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF RESIDENTIAL SPR NKLER SPACING FIRE SPRINKLER PLAN ELEVATOR PIT PER NFPA 13 8.15.5.1 NOTE : GLOBE TNE*C1+ PLAN SYMBOL = SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY EXTENDED COVERAGE SPRINKLERS CALCED FOR 10,058 SO. FT. 1/8' = 1' - 0' WHEN COMBUSTIBLE ENCLOSURE IS PRESENT PER NFPA 13 8.15.5.5 20' x 20'- 400 SQ FT. MAX SPACING 20' W/ 10' MAX OFF OBS, MINIMUM SPACING BETWEEN DADS IS 9' 2.1 2.2 2.3 2.4 i2.6 A 2.8 2.9 .1 FP1 11'-8° I T-3` 3'-11 " 6-8 R2-8ED 1 1�11 \ _ 2 7 ED....�,. I UNIT BED \ - - 1 1lN1-oBED-� ( ( �- ./ TYPE ED_ / UNIT 218ED -- 'II i 1TI I -UNIT 1 0 10 IF 1 1 5-0 15-3 5-6 --�3 \6-4 3211 1 « 112 17-7 1-312 12-1 ( O 31: -�0 7-1( O 11- 11 / -- 5-0 o- 1 9-7 0785 I (� t 1 B-1 - + 5-112 - : � - I 7 « ;� 7 1i it. 15-012 1 - �, 6 ; \ s- - - 1F4 \ - \ - - --- - - - r 0-a i _ -Q N y I ELEY N s:-i' I 0 5 - 2 7 1: ORAGE 7 n Ir--� �.,�.r "'�'- (, }- Ui6 m- SEE 4TH FLOOR Be9a Derr ® SEE 4TH FLOOR FOR SPRINKLERS 3-5 O � 20-0 0 0 13-9 0 3 19-8 0 - - 2 " 16� t : 0 19-0 0 „ : FOR SPRINKLERS �+ THIS AREA - g M b g DO b M ^d B THIS AREA CORRIDOR 6 2-U1 2-U 107: f _ 3 9 r2 « 6 11 -- 4'-2° I ., N - 0 6-712 I �_ - \ ___ ___ __ __ _ 09eU _- 1-0 4 J G - - - - ao-3 s-3 z-r21- - 6 o-6x 1 _ J O I . IF_\�L/ \ / , i1 12 S fl 2 UNR 1 BED ,1' W \�- 1 /o .\� Jx 7 \ L 5-0 3 5-6 5- J -1032 - 2 7_3\ . / 21: \ 10- -\ . / 3-21: 04 \T 11�-- ` 1 7 N1 U Byv N \ \ 1 ` 1 O I 1 -. I TYPFiA \ _ ( UNIT t BED _ , 1_ O , lII4 2 BED- O b. alo -2\ - �-- UNIT 2 BED -ox \ _ 1 \ �'YI 2-1oa I UNIT I BED i I 2-708 OR F P R - a 7- n-�'-- d o-8 M � I Z-106 1 i i RISER SNB-I d I I�-T-o2" s'-11z" I 2-1/2°SINGLE FDC `ow ALARM BELL OR HORN�TROBE f 77506 PE 2.5 2.7 ,2� i9) .1� 'OREGON 18 1ST FLOOR FIRE SPRINKLER PLAN ° EXPIRATION DATE:12/31/16 10,048 SO. FT. 1/8' - 1' - 0' IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION O SPRINKLER SCHEDULE & LEGEND 1ST FLOOR & 2ND FLOOR BGREEN O CHECKED BY: RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL ESCESSE FIRE SPRINKLER PLAN 197 PEND WHITE 155 4.90 1/2" GL4910 GLOBE GL RECESSED APPROVAL- TIGARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER INSTALL/ TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. B-2018 FOR PERMIT !�T � 17 PEND WHITE 175 4-90 1/2" GL4910 GLOBE GL 401 PROJECT NAME: SCALE; AS NOTED NATIONAL INSTITUTE FOR CERTIFICATION b 24 SIDE DRY WHITE 200 5.60 1" GL5641 GLOBE GL RECESSED ESTOP THE FIELDS APARTMENTS PROJECT NO: 2018-7-002 IN ENGINEERING TECHNOLOGIES a 0 1 2 34567 8 16 23 PEND WHITE 155 5.60 1/2" GL5601 GLOBE GL RECESSED BUILDING 2 to , of f=8`8°°11°00°&I tw Q I I D 1 SIDE BRASS 200 5.60 1/2° GL5626 GLOBE GL N/A SPI ON SHEET: 260 Robert L. Knight Jr. &^ s AUTOMATIC FIRE PROTECTION b cex65ed in the teryycel axm(2) ► 4 SIDE WHITE 755 5.60 1/2" OL5626 GLOBE GL RECESSED PROJECT ADDRESS: SPI ON JOB: 520 Vita 44aOs lAyo�t Tem e�NO. CmtmmUDe(e)oe6d 111 HEAD CABINEr WffH MIN. 12 SPARE HEADS TOTAL COUNT BUILDING 2 = SZO TOTAL COUNT FLOOR 1 & 2 = 260 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7730 SW HUNZIKER RD 00301 / LEVEL 111 100164 04 / 01 / 2021 SC,4LE IN FEE7 (P)360.71BM04 LICENSE OREGON/183279 - WAIFIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 2 OF 3 2.1 2.2 2.3 2.4 2.6 A �2.8} 2.9 .1 SEE FP1 FOR FP, HANGER DETAILS RISER DETAILS _ I FDC DETAILS �: BUILDING SECTION T DA Nam 1 I 5 11 6'-B 2.A C A Area: 397 NIT'28 1 ;1 IU +1ED I UNITIBED 7 N UNIt 1B DUNIT2ABED� S AIR1 a 2-4 5 071 / /: II .415 I X 091 F2-411 DESIGN CRITERIA 4TH o I 4 ` 2 _ , $ I I _ ;�� i / ( 0 - - USED ON THE 6TH FLOOR °° - \ ! . I of \( I - \ � _ `� °° 92 ' I \ Q / I\ -_I ( \� / I / 212 I; \ 1 � I I N / � \ '/ M � � I « ' / ( � � \ I I \ I / ( I O ' ,- LFID Mt6E ALL PPW 6ISTALLED N AREAS UWA/�AT OR ABOVE 4OFF _ Calala8on resultsfor Desi nAreal - 4TH FLOOR UNIT /JC,.1.CiMC MEAS FTTOPBi.YNSU-ATID 70 ANNTAN 40F • I I I 0 `� 5-63 X10-I5t4 O i 1 `- 4 0 ' 7-6 2 9P- 12-) 9e 12 MW 11i , ' S-6 OSI 9- This system as shown on FIRESTOP COMPANY company print no FP3 dated 8/1/78 / - I (! l0 ! 1 ' , i - \ .J 1-0 I I I ! ! i \` !/ o ! ( O I - - \( / \ _ for THE FIELDS BUILDING 2 at 7730 SW HUNZIKER RD NOTES NSLLATION M'OW 15 NOT N ME SPRI7KL.ER COMRACTQ%SCOPE OF M/M i - \) / I \ `/ �7 19 c I contract no 2018 TF-002 s designed to discharge ata ate of 0.1 gpm ( (UmiNm)of floor area over Q Q 0017 ( \ '/ I I i S I b j ! / ^ 0�1 I Q Q h a maximum area of 397 ft when supplied with water at a rate of 85.9 oom at 82 D51 at the base of the riser. F. - ^ '4 /-- Hose stream allowance of is included in the above. Y 5 r a , 1 9 �, , _ Occupancy dassificarlon: DWELLING Number of heads Bowing:4 ,, Commodity classification: System Type: Wet BLOWN IN INSULATION BY OTHERS - 0) - - a \ I _ _ __ ' 1-0 I - , ( __ __ ( : -- - _- ' _ Maximum storage height Maximum velocity: 18.07 fbs 1 BATT INSULATION BY OTHERS I i I - - N - ( 111 �j 1 ( I �( - N r . 11 �j " ' I I y Storage arrangement: _ '� Flow tmm InRack sprinklers: 0 gpm Pressure Required at Source: 82 psi UNHEATED AREA" SPRINKLER BRANCH UNE E - Q _-_ ! !{ ( ( I - -- 0 1 i ( I oe Flow hom Overhead sprinklers: 85.9 gpm Pressure Available at Source: 104 psi F I r r low from[inside Hoses: 0 Surplus Pressure at Source: 22 psi 8 , ns o- rp m +- gpm 1 _ - 4- I s o.. ! it - - Flow from Outside Hoses: 0 1 - o i - Outs 0 0 - !� S n ! 19 m I , IL' N I 1 I / i / I i Other fix flows: Oaom i 1 i , ed o ( N I i i I 0 ELEV I I N , a I Totatfl win stempiping: 85.9 m 2-114 I o system i I -I '1 '/ Ts 2• 5 a 1� 3- 1M : 1 Addition How at/beyond source: 100 corn Additional o a d - Y o I 3 l _ I / II ; / , oLo� 5 3-8 I � I \ 11 R i T tel f l w : 185.9 o o al flows: m - �! I I' G n t i w ! l M TEMING OVER°SPRINKLER PIPE BY OTHERS 2•B "� - - - - - 01 F Q1 �m,3 m j 71 JOIST OR TRUSS PIPE HANGER r3-5 CV a 29-0 O O 13-9 O 13-0 - rs 1 ! 1$W2 O 19-0 O x: �t PENDANT SPRINKLER ° I __ 1 b; m j I I I I RRI m 71'1 -,_ 1 Calculation results for Design Area 2 - 4TH FLR CORRIDOR "HEATED AREA .yN d :s d ! o i d [t GYPSUM BOARD CEIUNG 2.C i - - -- - _ _ _ _ _ This system as shown on FIRESTOP COMPANY company print no FP3 dated 6/1/18 , �'`�) !jam` � ' i. }. ' I � 2 � n ! ,y�`' r`T� � I` ' • for THE FIELDS BUILDING 2 a[ 7730 SW HUNZIKER RD - -_ / a% �' 2- �� 2-U I I � T��! ' '� I' --}� - •�„" ccntrad no 2018-TF-002 is designed to discharge at a rate of 0.1 gpMlts(UmiNm°)of floor area over / ! ;�I, - ,i\' ` ! .! f; ! ' a maximum area of 511 fF when supplied with water at a rate of 80.6 aom at 70.5 psi at the base of the riser. \ ! ! 1 ( I& / M Hose stream allowance of is included in the above. TENT INSULATION DETAIL - 1' > fg7 9T 2 I - I ( .l 1_ ! I M id t o 1) 5-9 , M® « I! 0 Qi Occupancy classification; LIGHT HAZARD Number of heads Wowing:4 �� -I N Commodity classification: System Type: Wet 017110011-P►i!}8� SCALE NIS Maximum storage height. Maximum velocity: 16.95 fbs I Storage arrangement: USED ALL PIPING WrALL®N MEAS MANTANED AT OR ABOVE 407 91-1 ( I Flow from In-Pack sprinklers: Ogpm pressure Required at Source: 70.5 psi "P I' ( 1( ( t( I ( �( I ( 0 8 b. now from Overhead sprinklers: 80.6 gpm Pressure Available at Source: 104 psi NLYlONO AREAS PROPeirNSAAT®TOYANTAN4dF __-- ' i -i _- _ Q p I _ _ _ I I Q 0 __ _- 1 O O _ _ _ _ - / Js I l Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 33.5 psi NOTEI AGLI ATKIN Wa K E NOT N FEE SPRIN11 ER CLWIRACTQRS SCOPE OF Nk7RK Q" -- i - = 9P , Flow from Outside Hoses: 0 m / ! N7-6 F...... TT�rfliowaosydem piping: 80.6 gpm U 7- 8 `- Additional flow abbeyond source: 100 aom COLD ATEA TM. I,S.lAT10V-7BJf'OVEIR PPE MI1HV60®VTO '- ( 0� 0 ^ 1 \ (/ ( ("-' ,I. I I / ^ o I 9P srRucn INE AT7aD Fa r o4 N 9E7MgN PPE aAv cane / b .� \ 1 I� _2° i total or all Wows: 160.6 m / \ - T / ' a 6097 1 q. 1 s-0 5- 9 ,o- / o-r: 1 3 0 1g / ( \; / -86:! I s / b O O /1 1 U IT/ BED I ib - O - Q `a ^ I I N! `� ������I/// N I I \\ (I / 1 I\�I� I I 7 [� IMill I 2�1 I ' �' I I ( , r O s AR PUCICET Yax.E9!1 -I /' 7tINIT BED/ � NHj1 B D ! M,�NIT BED' ' o. I \ UI�4A' BEI Bar=CHORDS ° \ / UN 1 EDI I I I I 24 2 BOTTW Ci1SAS POSSIBLE HEATED AREA p_ w 1,- 2 4 I I °4 II i I 2 OB r .O 1. .t l 1 M 1 Loop Offset Change of Direction 2.D - - - 1/4L TENT N S U A T O N D E T A 6' 6° , _ _ _ 1 _ ��'- ° 4'- AL i _ _ 5_,1 ° 6'-6 2/5 L Long Run or Pipe d'BON2 SCALE,NIS 10'-6� - - I - 1/2L (,._ I I I 6"Min ~6"Min } 1/5 L 1/4 L KEY: 2.1 EV 2.2 2.3 2.5 2.7 2.$ 2.9 •1 EXPANSION LOOP AND OFFSET CONFIGURATION toScaleSca e I Restrer aint Guide xN,GES W>5D a!lv&%A.EC k:NEI]T,Ofrffr,OR IXwOE�G 4TH FLOOR tiea �oPn swv •sspwe6 GKrusw ucw.uexrareswu civaacn:uovsraNrrnolsEvseuaxuxw. +Expansion ELEVATOR SPRINKLER HSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF RESIDENTIAL SPRINKLER SPACING FIRE SPRINKLER PLAN ELEVATOR PIT PER NFPA 13 8.15.5.1 NOTE : aoBE THE*1:14 PLAN SYMBOL ° SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY EXTENDED COVERAa SPRINKLERS CALCED FOR 10,058 SO. FT. 1/8° = 1' - 0" WHEN COMBUSTIBLE ENCLOSURE IS PRESENT PER NFPA 13 8.15.5.5 20' X20'- 4006a FT. MAX SPACING 20' W/ 10' MAX OFF OBS. MINIMUM SPACING BETWEEN 1EADS IS 9' 2.1 2.2 2.3 2.4 2.6 p 2.8 2.9 .1 FP, 3'-t tz° I I DA Name: 3 5'-11� 6'-8"� 2. /b DA Area: 387 Calculation results for Design Area 3 3RD FLOOR UNIT UNIT 2 BE 1 I UNIT 1 BED ( ®. 1 UIUT 1 BED 1 UNIT B NT 1 1 1 foh'THE F ELDS BUILDING REST O PAat 7730 SW HUNZIKER RD y int no FP3 dated 811/78 • UNIT 2 BED mntract no 201 e-TF 002 is d to disc t a rate of o 1 m U 2-303 / � -- Odeslgne harga a gp Wt ( m NriF)of floor area over \ 2- 1 -307 ° _ 09 ('\ 2.311 ', • a maximum area of 387 fts when supplied with water at a rete of Ba.2 aom at 71.6 osi'at the base of the riser. CD / / - �. ./ - / -,.. _ o Hose stream allowance of is included in the above. ( Q T 1 Q Di- Occupancy classification: DWELLING Number of heads flowing:4 ao Commodity classilbaWon, System Type: Wet -' 0115 Maximum storage height. Maximum vebcity: 17.71Va ._-_ - 9' J. •A \ -- / _ O �. .Ns \ \ \---- _ / .� - - _.� ___ Storage arrangement: 5-0 15-3 5-6 �-3 \6-4 3-Per1 11!! t-1 1-5= 12-7 I Q Tf -F-0 1( 11 11 , 5-6 1 9-7 Flow hom Io-Rack sprinklers: 0 gPm Pressure Required at Source: 71.6 psi ---- - j - i ( 1_g 1 / - j „ Flow from Overhead spn We rs: 84.2 gpm Pressure Available at Source: 104 psi ^Y /- / 1 ^ ( 0 _ Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 32.4 psi \ i / - *T- ( � '- Flow from Outside Hoses: 0 gpm \ / E b) 7 I �_ -- r_ �'o_ I \ / I ( Q Q 'r' Other fixed flows: Oaom r _ / Total flow n system piping: 64.2 gpm t" Additional flow abbe and source: 100 oom 8-1 - _ + 5-Pt 2- r - - �� Z- ti © _ _ ' � 03'fl, e \ _ \ �- ! - _ 4 y - Total of all flows: 164.2 gpm 6-4 _ ___ __ ___ to - - - .. 0 3 sit 0 E, 51.3 m i i rl 7_117, i 2-1132 1 ELEV I / ' i yI N s _ " I 71 i. ^ r Calculation results for Design Area 4 - 3RD FLR CORRIDOR 3 -1 1 8-4s 4 Ts !, 2 h 5 _ ! 9-1 ¢ r 3-0 `o fo1i�20 r THE IFIELDS BUILDING em as shown on 2ESTOP COMPAat 7730 SW HUNZIKER RD company tit no FP3 dated 8/7/18 s - _�'/ 4. _ v ! �r`•, - s I 1 / iir \'\. / contract no 2018-TF-002 is designed to discharge at a rate of 0.1 print (UmirVm2)of floor area over r -I- �'- " _ ( r( - d \� T� RAG ( , 1 ;;, a of 468 Be when supplied with water at a rate of Bits qpm at 62.3 psi at the base of the riser. p J % ��% - 2. 1 1 Y L! a se stream are _ Hose sheam allowance of s needed in he above. so- midrOccupancy classification: LIGHT HAZARD Number of heads Bowing:4 SEE 4TH FLOOR 0 e 0 0494 t SEE 4TH FLOOR Commodity classification: System Type: Wet 0 Maximum storage height: Maximum velocity: 16.92 Ws FOR SPRINKLERS 3-5 0 2o-0 0 0 1�9 0 3 19=8 " 4 - - �x 7 1 4 0 19-0 0 Wit , FOR SPRINKLERS =c ° " 3� Storage arrengemenl. r THIS AREA m _t ^m RRID ^ m 401 m I o THIS AREA Er] 2•VV ^d M ^ d s Pressure at Source. 41 p Flow hom In-Rack sprinklers: 0 gpm Pressure Required at Source 62.3 psi _ ,-�• _, TOR Fbw from Overhead spnrdd 80.5 gpm Pressure Available at Source: 1oa o i -` 4� 1 ( � -�- -1133 I T'� ( i w Flow from Inside Hosea 0 gpm Surplus 7 si 57 l / � 2 113 ,_� -Fi u� - / JL - /=a - �' Flow from Outside Hoses: 0 gpm pgi�./ it 1 / A M Otllerfizetl flows: oaom O _ Total Wow in system piping: 80.5 gpm �-- - .i -1 « 1 t 9- f: -f :::. 3-& _ 9-7'1 B-11 ( ►- -I - - ^ S « - 5 B-Ts 1- : : ,�11 5-9 ® I: 3-0 Additional flow at/beyond source: 100 corn O Total of all flows: 180.5 gpm o 1_g o -� 8- .t( 0 - -'! 11-0 ® � )10 ___ __ ___ __ ____ _ ___ \ � / J' -- - `� - • 01-6 JS. i - _ jp I _ :1�- y.. 10 - - m - o-3 o-91,5-3 z ywo 0266 1 0TMI- UNIT BED '� m 5-0 3 s 6 5- / -fleas -312U 7=3\ . /- 3 r: / - to- -\ /- o-r2 1 3 \ . o-1Q- - o - \ / \tom- - \ / - ( q� - \ / ' - \ �/ - - � 44 tie- it N \ Y m! - I \ 04 1 aFn I \ I UNIT 1 BED I o-e \ IT z BEIM - -`� U UNIT 1 BED -. --- M I 2-302 1f _7'-D?" 5'-52" 5' 10'-qa I I I , F 77506 PE 2.1 22 2.3 2.5�I 2.7 2.8 2.9 .1 1�Eco°18 3RD FLOOR CW FIRE SPRINKLER PLAN 10,058 SO. FT. 1/8° 6 1' - 0° EXPIRATION DATE:12/31/18 IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: 8 KNIGHT SPRINKLER SCHEDULE & LEGEND 3RD FLOOR & 4TH FLOOR CHECKED BY: B (PREEN IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,R IS THE OWNERS NO DATE DESCRIPTION SYM N POSITION FINISH P K NPT SIN MFG. MO ESCU FIRE SPRINKLER PLAN SYSTEM AREAS AND TO IN ENCLOSURES HEAT FOR DRY WET PIPE SPRINKLER O K 197 PEND WHITE 155 4.90 1/2" GL4910 GLOBE GL RECESSED APPROVAL' IIGARD FIRE MARSHAL SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER 6-2018 FOR PERMIT / INSTALL ESTOP CO.TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. .� � 10 PEND WHITE 175 4.90 1/2" GL4910 GLOBE GL 407 PROJECT NAME: SCALE; AS NOTED b 26 SIDE DRY WHITE 200 5.60 1° GL5641 GLOBE GL RECESSED THE FIELDS APARTMENTS PROJECT N0: 2018-TF-002 NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES 8 � 12 3456-I 8 �� � 24 PEND WHITE 755 5.60 1/2" GL5601 GLOBE GL RECESSED BUILDING 2 The/words of this o1'3enlsetbs ohm that D 1 SIDE BRASS 200 5.60 1/2' GL5626 GLOBE GL N/A SPKR ON SHEET: 260 Robert L. Knight Jr. �'�W AUTOMATIC FIRE PROTECTION 6 canned m the technical wool) ► 2 SIDE WHITE 155 5.60 1/2" GL5625 GLOBE GL RECESSED PROJECTADDRESS: SPKR ON JOB: 520 Water-Hated 3ystaas layout Tecbniaen Certi6rntlaa No. �d4s)Vaud» HEAD CABINET WITH MIN. 12 SPARE HEMS TOTAL COUNT BUILDING 2 = 5ZO TOTAL COUNT FLOOR 3 & 4 = 260 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7730 SW HUNZIKER RD 00301 / LEVEL In 100164 04 / 01 / 2021 SCALE IN FEET (P)360 7188604 LICENSE OREGON/ WAIFIRESCL9220H (F)888 362 5850 TIGARD, OR 97223 DRAWING NO: FP 3 OF 3