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Plans (25) F PS2O 18-00071 1 • _ RECEIVED o o o W 186 7 1 ® JUN 2G 2018 m Z 11-10 ( - 18 2 © CITY OF TIGARDZ U 43 Source Information BUILDING DIVISION Z t Date of Flow Test/Info: 5118/17 I 5 D H eq Location of flow test data: ill a o n_ g 6 • 7950 SW DURHAM s - Source of flow test data: CITY OF TIGARD 1Y Source Data Points Pump Data Points LI , Pressure I Flow Pressure 'Flow I- --_4\ r---:\ I-� • .. _._ 102.00 0.00 4 ( ) •' s ' ( 7 ) ( ' 186 x 997.00 1475.00 \‘'-r-/ J �_ \„T ; • 20:00 6680,00 LLJ I I�1;(:3.:x;_„ o 1) I 1 FIRE PROTECTION GENERAL NOTES ! ! I l 1 -p3-0] il- Calculation results for Design Area 1 COMMONS OPEN AREA • FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13, 2013 EDITION ACCOMPLISHED UNDER THIS SECTION OF THE SPECIFICATIONS IN ! i O C\2 This system as shown on FIRESTOP COMPANY company print no dated 4/30/18 AND CITY OF TIGARD REQUIREMENTS. ACCORDANCE WITH THE REQUIREMENTS IN THE ELECTRICAL DIVISION. I l for DURHAM EDUCATION CENTER at 8040 SW DURHAM RD • FINAL INSPECTION AND APPROVAL BY LOCAL FIRE DEPARTMENT, AND COORDINATE ALL ELECTRICAL ITEMS WITH ELECTRICAL CONTRACTOR READY RISER LOCATED h L',-- contract no is designed to discharge at a rate of 0.1 m/ftZ L/min/m2 of floor area over ARCHITECT/ ENGINEER. AND INSURE PROPER COORDINATION. IN VERTICAL CHASE. z g g gp ( } • CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS TO BE • PROVIDE A PERMANENTLY ATTACHED NAME TAG STATING THE SECTION A 12 C5') a maximum area of i 500 ft when supplied with water at a rate of 233.4 qpm at 87.5 psi at the base of the riser. / ! ACCESS PANELS DONE ONLY WITH APPROVAL OF THE ARCHITECT. REQUIRED DESIGN CRITERIA FOR EACH HYDRAULICALLY DESIGNED ! PROVIDED AND Hose stream allowance of is included in the above. . 185 INSTALLED BY OTHERS. U Q 1 • FLOW TEST INDICATES 102 PSI STATIC PRESSURE WITH RESIDUAL SYSTEM. Occupancy classification: LIGHT HAZ Number of heads flowing: 10 PRESSURE OF 97 PSI 0 1475 GPM ON 5/8/17. • MAINTAIN A MINIMUM OF 18 INCHES FROM THE BOTTOM OF THE \: ___._ _--___ _ Commodity classification: System Type: Wet • PIPE ROUTING SHOWN SHALL BE USED AND ANY ADDITIONAL OFFSETS SPRINKLER DEFLECTOR TO THE TOP OF STORAGE / FILE STORAGE. «.,;, �:: '"1":" ` 1 Maximum storage height: Maximum velocity: 13,73 ft/s OR FlTTINGS REQUIRED FOR PROPER INSTALLATION, COORDINATION WITH• PROVIDE SYSTEM(S) WITH PROPER FLUSHING CONNECTIONS PER NFPA r war' € - • f� 2 f ,3, Q �. o Storage arrangement: OTHER TRADES, AND/OR TO MAINTAIN PROPER CLEARANCES SHALL BE REQUIREMENTS. t;Xii 2 cY„$D3 1 iN i �, ,' N W 1 • PROVIDED: VERIFY EXISTING STRUCTURAL, MECHANICAL, ELECTRICAL • FIRE PROTECTION SYSTEM CONTROL VALVES AND INSPECTOR'S TEST • PORCH g, fi, -"---c. 11,4 7-1112 14 ' 12-4 I 114 114 I; Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 87.5 psi INSTALLATIONS AND AVOID ANY/ALL OBSTRUCTION OR INTERFERENCE'S SHALL NOT EXCEED 7'-O" ABOVE FINISH FLOOR. 2-40 12-1 \ 0 10-31z. 0-6 Flow from Overhead sprinklers: 233,4gpm Pressure Available at Source: 101,7 psi WITH FIRE PROTECTION PIPE ROUTING. • PER NFPA 13, 25.2.1:4: MODIFICATIONS AFFECTING 20 OR FEWER 1 T p • FIRE STOP ALL PENETRATIONS OF ALL RATED WALLS FLOORS ROOFSSPRINKLERS SHALL NOT REQUIRE TESTING IN EXCESS OF SYSTEM 9-6's n I ' Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 14.2 psi Q I • • Flow from Outside Hoses: 0 gpm (FLASH AND COUNTER FLASH ROOF PENETRATIONS), ETC. (SEE FIRE WORKING PRESSURE. • I , RATED PIPE PENETRATIONS DETAILS) • PER NFPA 13, 25.2.1:5: WHERE ADDITION OR MODIFICATION IS MADE 1 �'RECEPTION I • DLRCTOR Other fixed flows: 0 qpm • ACCESS PANELS TO BE PROVIDED BY THE GENERAL CONTRACTOR FOR TO AN EXISTING SYSTEM AFFECTING MORE THAN 20 SPRINKLERS, THE i ' f D f I I` • ..,€)'•;;A•'C1'A F� 9 Total flow in system piping: 233,4 gpm ALL VALVES ABOVE NON-ACCESSIBLE CEILINGS AND CHASES- NEW PORTION SHALL BE ISOLATED AND TESTED AT NOT LESS THAN II lV $t H,- S' / • O Additional flow at/beyond source: 100 qpm • SPRINKLER HEADS ARE TO BE COORDINATED WITH ALL DIFFUSERS, 200 P51 (13.8 BAR) FOR 2 HOURS- • • ' ` ? `, ; • U �_ w. .-w__ l I` Total of all flows: 333.4 gpm SPEAKERS, LIGHTING FIXTURES AND CEILING SYSTEMS. • PER NFPA 13, 25.2.1.6: MODIFICATIONS THAT CANNOT BE ISOLATED, -_ I d • PROVIDE SPARE STOCK OF EXTRA SPRINKLERS IN ACCORDANCE WITH SUCH AS RELOCATED DROPS, SHALL NOT REQUIRE TESTING IN EXCESS "' 1"" " Z 1 N.. 7. NFPA 13, 6.2.9. OF SYSTEM PRESSURE. ll < - ! 114 124 114 1� 14`: Q O • METHODS OF HANGING PIPES, HEADERS AND BRANCHES SHALL BE IN • DISTANCE FROM SPRINKLER TO HANGER, WHERE MAXIMUM PRESSURES 1 !, ' '« - 02-4 12-1 10-31 ,&- I 0 Calculation Design - ACCORDANCE WITH NFPA 13. EXCEED 100 PSI (6.9 BARS) AND A BRANCHLINE ABOVE A CEILING 1 f 1 I 1li: 5-9 , Y This system • shown onesults for sFIRESTOP COMPANY MAKERS comp an print no dated 4130/18 • FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE SUPPLIES PENDENT SPRINKLER BELOW THE CEILING SHALL NOT EXCEED 10 1 s I, 1' ycompany ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE 12 FOR STEEL PIPE AND 6 FOR COPPER PIPE, r, 1 I • 114 :'11+ i 3-3 1 4 1 1 for DURHAM EDUCATION CENTER at 8040 SW DURHAM RD SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. • THE HANGER CLOSEST TO THE SPRINKLER SHALL BE OF A TYPE THAT ir �" . 110 r n 0 + sO . 1 • LCD z 8-5 8-5 , 4-b Ju--6,„ :,•./..„::.:...,, I' CI contract no is designed to discharge at a rate of 0.1 gpm/ft2 (Llmin/m ) of floor area over • ALL VALVES FOR FIRE SERVICE SHALL BE LISTED BY UNDERWRITER'S PREVENTS UPWARD MOVEMENT OF PIPING. 11t]A LOBBY n - ' :m "V ;~COUNSEL.01 :. I CD a maximum area of 1500 ft2 when supplied with water ata rate of 208 qpm at 99.5 psi at the base of the riser. LABORATORIES, INC. VALVES SHALL BE RATED FOR 175 PSI WORKING • PER NFPA 13, SMALL ROOM: A ROOM OF LIGHT HAZARD OCCUPANCY ' ' g'-0 l I: co Hose stream allowance of is included in the above. PRESSURE. CLASSIFICATION HAVING UNOBSTRUCTED CONSTRUCTION AND FLOOR +TORAGE 1{}7 I' ! e co • ALL VALVES IN THE FIRE PROTECTION SYSTEM TO BE ELECTRICALLY AREA NOT EXCEEDING 800 SO. FT. THAT ARE ENCLOSED BY WALL AND ` , r, .r I ' a--1 CD Occupancy classification: LIGHT HAZ Number of heads flowing: 9 m MEETING -SCI ;, = l° co SUPERVISED TYPE AND EXACT LOCATION OF FLOW, PRESSURE AND CEILING. OPENINGS TO THE ADJOINING SPACE ARE PERMITTED IF THE l m r l Commodity classification: System Type: Wet SUPERVISORY SWITCHES SHALL BE ACCOMPLISHED BETWEEN THE MINIMUM LINTEL DEPTH IS B` FROM CEILING, PER NFPA 13; AS ---Ii-1..,• '-- 42-O] 0 A L Maximum storage height: Maximum velocity: 14 ftls DIFFERENT RESPONSIBLE TRADES. DEFINED AS 'SMALL ROOM SPRINKLERS SHALL BE PERMITTED TO BE t ". I.: 114 114 114 i • 1CO • ALL POWER WIRING SHALL BE ACCOMPLISHED UNDER THE ELECTRICAL LOCATED NOT MORE THAN 9'-0" FROM ANY SINGLE WALL AND • .r • 0 6 ' I CO Storage arrangement: - 8-5 8-11 . 13-2 1 .,--",- -0-s f,, ll, DIVISION. ALL CONTROL AND INTERLOCK WRING SHALL BE SPRINKLER AREA LIMITATIONS SHALL NOT BE EXCEEDED, 11 11441 114 o f I 1 !,, �, �+ Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 99:5 psi 0-6 2 7 . s-to . `� 7X12 AFF 1 COUNSELOR Flow from Overhead sprinklers: 208 gpm Pressure Available at Source: 101:7 psi -, \ • 1'4 114 ` x� I _ 0'.`A.I',F, I • •• F. . Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 2.3 psi �� ---_---•-•-_---•-_-"-•---..____.___.- ._. _._ R 1 ..._ s-7. 3-3 _._._.__-• -.__- _ ! _._._._._._._. B 1 co Flow from Outside Hoses: 0 gpm �_.-./ f• 111 I i�TM[ ., I ,,, ,irk '( i h - • • L.I' - c0 Other fixed flaws: Ogpm SCHEDULE 10 PIPE DIMENSIONS ii , I . I11 `�14 114 I x l v'EETL xiL� : 1, ; �%,:. ca 208 gpm A ATSM A-135 I ':t I0_ ." ii 7-2 •/-.--" ra" 5=1t , 1 � - .I 1,4 \',• • • t .114: '1,1'4 ', O Additional flow at/beyonTotal flow in system d source: 100 qpm INCHES (MILLIMETERS) 9'- 0"A.l .F. + \ , 4 4"..--11-'4f 21:" fl 19-410 4-2 0-8 1 tf 91z s� ' - C ;,,•!,!,;11,i% i m . . ,10 c�2 Total of all flows: 308 gpm � ". :, ... ,� 11 �, • � 1€►�, i135" •- , • a NOMINAL SIZE AVERAGE ID POUNDS/FT. WT w/H2O/FT. < y I` +'108 . TOLLtr - CIRC I PARTNER^ 1' 2" (50.0) 2.157 (54.8) 2.640 4,220 SEE fVIECH CLG MTD RF I •1 '11 9 F•F. cn Calculation results for Design Area 3 - COVERED PLAY AREA 2/" (65.0) 2°635 (66°9) 3.530 5,890 r 4 i „ i 5 C4 This system as shown on FIRESTOP COMPANY company print no dated 4/30/18 3" (80.0) 3.260 (82.80) 4.330 7.940 • ! � 1 i O for DURHAM EDUCATION CENTER at 8040 SW DURHAM RD 4" (90.0) 4.260 (108.29) 5°610 11.78 D (-----.\ I 1140 114 1'+ a `�4 .:: 1Ci1_( 114 O 114 0 1114 14 - Z ml 2 (L/min/m2) of floor area over i _ ..-.-.._.__...._-_.-.... _ :. . -- -- c-Q-6 ¢-0 4-212.-.. _ 3..1 16 '.z...-� -1- -8-9'2- -10-0._...... ._....._-._...._.-._.._ _-43-b...._ _ .._ .... a-6._. pi" -- .�...-.-_-._.._-_..-f C Q. �' contract no Is designed to discharge ata rate of 0:1 gp ft ( } 6 (150.0) 6.357 (161.5) 9.290 23.03 k a maximum area of 1800 ft2 when supplied with water at a rate of 184.8 qpm at 74,8 psi at the base of the riser. �`"'� 11 \o N ,- " "` I: ` 'J /:Iii 44 , G Hose stream allowance of is included in the above. :, IRL '� -'�2 `'' 1 F ! 9 0 A F I 9� �:•, 4I Occupancy classification: LIGHT HAZ Number of heads flowing: 8 t [ ofra SCHEDULE 40 PIPE DIMENSIONS -• ._ J, . '• 1 COMPUTER CLASSROOM ` i ! RI = w Commodity classification: System Type: Dry �- • cz Maximum storage height: Maximum velocity: 10,87 ft/s ATSM A-135 1 1 N i 'S „' Storage arrangement: INCHES (MILLIMETERS) - 113 ' vi-it ' I gr 4 ry c,� NOMINAL SIZE AVERAGE ID POUNDS FT. WT w H2O FT, ELEC AAI ri , / I ? i W Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 74.8 psi / / / l ELEV ' I 1 = - Flow from Overhead sprinklers: 184.8 gpm Pressure Available at Source: 101.8 psi 1" (25 0) 1.049 {26.6) 1.680 2.050 ' " I /' ! 114 I V,0 ' ' 114 i 114 14 I •=,1 ' W E \ 1 I 3 f , I :1 V 1 Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 26,9 psi • 11/4" (32°0) 1.380 (35.1) 2.270 2,930 i. 1 118-71i I .,......./10-0 ..-----•.:., 113-6 0-s i ,I V O Flow from Outside Hoses: 0 gpm 1'/i" (40.0) 1.610 (40.9) 2.720 3.610 •1 r .-.-.. err 1-at! f W Q H W Other fixed flows: 0 gm 2" (50.0) 2.067 (52.5) 3.650 5.130 ! / ,� in (Y Total flow in system piping: 184.8 gpm ` A,F r, I , p co Additional flow at/beyond source: 100 qpm Y c °L W O Total of all flows: 284.8 gpm CLG MID VRF, I - 3 PROJECTOR,ILINGOFC/ VIDE _.-_. ' I - q z CEILING MOUNTED O SEE MECH i 1'�\ 114 0 114 + :':14-1,4:7F,3>:-:. 114 i .� I CO F� MAXIMUM DISTANCE BETWEEN HANGERS a-s 7-0 5-0 I 242'...'"::•.' -412 I • • ILC) U 1 • i c, a c vI i I. 41 NOMINAL PIPE „ „ ., ., ., i i' Ili i 3-1/2" i` 1- 3 4 1-1/4" 1 1 2 2-1 2i 134 5 6 8 24 / / / 114 1 • 11,4 . 114 114 , 4 SIZE (in.) �? 0 1 6 00-6 I {87+0 10-0 , . 3- GROOVED- SCH 10 & LIGHTWALL ti 9' 0'Al F F 1 N i "'� N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-D 15-D 15-0 15-0 15-0 �} E._.. - _ ...._.......-- ._._..._..._..._.. .t...•. ......�., ... ,r...... ..... . ..... t.t_ s - _ �a�e :_.__._. rq ..._.-..- 1 1 Job: DURHAM EDUCATION CENTER STEEL PIPE �_� 1 I '• : i i ` Address. 8040 SW DURHAM RD .. ,1g) 114 X14 116 . y �`f' O • Q Q . • THREADED- SCH. 40 0-6 120A ! to-ta 7-5'z I City: TIGARD State: ORZip/Postal Code: 9724 N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A N/A 1 CLRCULATIaN 1 � m 'n STEEL PIPE 3' 10"A.l r. STORAGE 7. - , r .F°F: } t Contract#: Date: 4130118r, .. .:,• 1 t , • 1 O r- I n �� I Contractor: FIRESTOP COMPANY I Designer: R. BROYLES ,,,._ -,,, \ •5,• • \� 0' ' �' _ 1-0 13-0 N o i • • r. --- - a I N ! Address: 3203 NORTHEAST 65TH ST, SPACE 2 --------------- - 1�' ._. �__.. _ ..- ---_ �'" " ' -~' City: VANCOUVER State: WA Zip/Postal Code: 98663 E -— -- , 2 21 z .� Q I , �,,' Lii 1 '- I . 2-112 �� 84 .........1.-8.... 6 I ; Q J J J J J Phone: Fax: Email: RYAN.BROYES ( BROUNINGFIRE.NET r • 117 0 " " " " e �•- r'�•., ":I ; I " rn FLEX CLASSROOfr'I Approving Authority: CITY OF TIGARD , 6 l 11 i 3 , ! j Design Defaults Standards: NFPA13 1 I Default Sprig Size: Default DropSize: �1 o pI i ' t } 1 1181i 1 11 9' 0"A.F:F. U U Default Sprig Material: 40 Default Drop Material; 40 ! 120 1 1 — w -w COMIVIOt S �PAITFtY I L1J t� w i Default Sprig Elevation 15 — Default Drop Elevation- 8' • • a I 0"A.F.F' I ' ''E '' 600000 0 0 0 0 --—"-- -- — - OPEN T O . c� c� ca c� c� is i STRUCTL RE i I ABOVE i.1,,fiI o In 1[) 11 ` 1' 0-qZ co (0 (0 (0 (0 l I I 1 f , 114 '''''-'. ...„4@e4,:.:.,,..,` ! 0 1f) to LCD Lf) ' I r� ' i I I 1-10 10-0 ,-1't` '4x6 i OR .,0, U C-0 C7 U r..-� DA Name 2 - Il ` 0 t f I t I i 1 N DA Area: 1325.7 i 1 12 0 KfT�HIWL'� t . -- ".^.44�mss�._,..3. ..._.y :,.,...r._n. :.r':ncxnr"w .�a..�:.�, - �,::�,..« I'P ....tl .:.. '� -�� ,:16 �' .... � '; ... -. _,-nw .,_w..,,, �..... h.�0 -'"Sa r #� _ -I i _ k�.....� - "`1 h x111 r �, �_:, i r� _ = ; cid? �0 1 i Z ,� � �G {/] N N N N I r `/ o f\a 1140 114: O ,114 1 0 6-11 I { N<" , p c� �j� W f 1' �, 4-61 z 14-0 12-91 z 1-2' ! r \ (D (D CO (0 (D " 63 �� I ',F.F. 121 i '� t 114 1' 1 O 114 O 14 17, CIRCULATIOt I -0"A.0 ! i 1-0 0 14-: 5-5 1 1 .1 9fr O A.F.F - __.___ -,. eve��1� 1'0-6 ` .•0- c�o • (D (3 m� � � r �►' 14. 1 4 , 4. ' I • GREATER THAN LESS THAI ; , �,;:., S ..__ , t --1 3-3`7._ 3Q I i • I [f} W [C) to 00 CO 4" 24 " _10-4 ;._2". : .:. --moo - -- -=“=--=_.--__4�71z:v ^ _ 2 WITH DROPS EXCEEDING 15 IN LENGTH FEEDING I �6 24: 4 r r T N NI 0 Y v �, „ t DA Name: 3 1•I• �L�, �! .;� �' { ��+. QLE7 -2 A.F.F. DAArBa. 1586.57 ..;;;;.;;;;".;;•-•;” r... MULTIPLE HEADS, A FLEXIBLE COUPLING �---.----_____----__--------__-- _rr__.-. ., -----"--------"--"--, �. _ ._..__..---•------------ ------------------•-•---- •-_.__._-. . ....... ..... . .-. :' .�. ° � ._. s ---------- w w Il 0 NEEDS TO BE INSTALLED WITHIN 24" FROM THE TOP 1' 7 $"�11 F 1 4 t 40 1 4 1. 1 — - - 1...... .. �. . I ...._. _.._ ' ME ACC. SS 0-6 12-0 8-9 3-3 4111 Z Q Q Q CZSEE PLAN FOR DROP LENGTH SEE PLAN FOR DROP LENGTIi SEE PLAN FOR DROP LENGTH PROVIDE 1" CLEARANCE a ��\ t ! I I LL U Cr m m U& OVERSIZED RING __.---1� PROVIDE 1" OLEARANCE AROUND HEAD 1 ` I1 ,:• 1'& OVERSIZED RING i / - r B5/ B8 1 i t SCIENCE `1I� .: a z� c� _, PROVIDE 1" CLEARANCE _ '4 ,'4 \ 1'4 .� , t14 .1 �� ' 10 ' i 12-0] O CL E 3 & OVERSIZED RING AROUND HEAD Oto �J • • Y `��� �I��*I �, 1-0 13 14-6 7-612 —640 1 _ d L b - o n L O AROUND HEAD - / i F- ui. vi. vi vi vi .• /` r r • • w w w w w cn CEILING ';'I CEILING 1',•x1 CEILING I'�.;' • I 12-0] 1:!-0] 12-D] • 12 0] �' �r �� �4 i� �., 415 RECESSED CEILING SPRINKLER RECESSED CEILING SPRINKLER RECESSED CEILING S�RlNKLER • _0 114 \ 114 \ 114 1 O. �' Cr �' r' Desi Area 2 Wet Svstem 9 2 12-0 a-9 3-3 �� 7 �� �-a ' MAKER SPACE E -..r :� Design Area 3 Dry System SWING JOINT DETAIL SWING JOINT DETAIL SWING JOINT DE f AIL ECHN©L oG ' /VEl -I Pl_A : 5, covERED PLAY AREA z Demand Calculations using Hazen Williams Method -- 12-0] I N Demand Calculations using Hazen-Wi!!iams Method U SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Occupancy Classification: LIGHT HAZ o, € ` Occupancy Classification: LIGHT HAZ Design Area Density: 0-1 I i . . , „ . • n Design Area Density: 0.1 >" 0 0 0 0 0 co PER ASCE SEI 2007 STATES THE FOLLOWING: 1- Design t'-O" 1'-0 1'-0 1'-O Additional Outside 100 • 81 N /; ! .• . , . .• " ^ , . C6 Ca• g / 64 ® .. . �" Additional Outside Hose: 100 13.5.6.2.2 SEISMIC CATEGORIES D THROUGH F- Des}gnArea Size: 1500 17 11" 114 \ 4 \ 114 O\ 114 ' Design Area Size: 1500 SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D,E AND F SHALL BE DESIGNED AND Notes: I .os 1-0 13-' 14-6 7-612 fi-s': Notes: K <016>\ I' 0 CL INSTALLED IN ACCORDANCE WITH ATSM C635, ATSM C636, AND CISCA FOR SEISMIC ZONE zx_;_:._:__:_, : i ; �' 1'40 \ 114 O 114 a I I r 4, tv e 0 D 3-4, AS MODIFIED BY THE FOLLOWING:(!N T-BAR CEILINGS ONLY) 1) Q U 3-912 12-0 6-9 a 3-3 I is (E) EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTION, SPRINKLER o I `V `� 23'� 1 1 r: • \,_ :... ..._ _. t., - J1 .4. 0.4.0.4.1„.-__ -- ;W�4' ..• VOT)6 i-14-�-s2 1 912 r .. 14-. . .... ... .... 1-1] • HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH (50mm) OVERSIZED RING, _, �/ -_.".. .. p10 - D12 *• `�05. .. SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT AUX. DRAIN 1L________I i LEAST 1 INCH (25mm) IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT SPRINKLER LOCATION FIELD VERIFY I • DRUM DRIP DRAIN 1 FIELD VERIFY ! THE TOP OF THE SPRINKLER EXTENSION. IN CEILING TILE . FILTER' SEE MECH Aux• • . DRAIN ! • FIELD VERIFY• • ! i i • • • I• O G!���•: 3 rn W • • W A • OFFICE COPY •; '�;'; FRE SP IN < LE PLAN ' CITY OF TIGARD ,fG 1ST FLOOR SCALE: 1/8"=1'-0" NORTH REVIE D FOR CODE COMPLIANCE `� �' 9r 77506 PE 5-3-2018 Approved: ] GApc�G` �\ , 1G! OREGON OTC: 1 j Permit#: F PSr�ol 8-- 000 7 i F,pRy l0 a�P Address: 04n .S i,1 0Die i, ct R d L . Q N Suite#: - /EXPIRATION DATE:12/31/18 I AO '14h I By: Date: 7-V 0~ ) ' w Til, S 0 r � r E � 0 o zr s 1 ` '1 �m r i O -- . • I z CV Z v 1-61 m • i I it 3 B r 0s• • I 1 • CY • • I AUX.DRAIN W FIELD VERIFY I— ( F. k j F i ,,. f ( °"' fiirI1 i I G7 1 ' --- -r -- .-u1 I AL�__.✓ \- .. vim._.. \.._... _/ fir/ v 1 _ It R+�Ii • Z '71- '- O I 114 �1 114 ' 114 V - 1++ . V 1 – I--f•� 0-6 8-914 '.a 5-8I z 13-0 2-8 F-L� _ 124 CD a Q `� t - 132' \ E: " o U Q f� ; . O \ A ALL SAVE/4RAKE: SOFFITS 1), 14 Zia 1,4 114 _ui � T BE TYPE S 1 1° \ 114 U CLASSROOM 7-914 0-6 0 _ i \ 0-66 6-10 ,I x o • Yom .: �,, � 1140 114 113 114 0114it 12 ..,.-.,.. 3-012 B-9 2 13-02- D _w. _ —. F IECHAtiICAL ATTI R T I `YB 7 8 i - • ee�� aa�� I4CS� / .� - I I '`: OPEtIt .... ...i; ! __-_ - _.._ _. _._ , YJ R/ r �'+ 44 14 EN I 'i I 1 I C CIRCULATION ;. I _--•- �f / } �:! 'A C?F -' ,' STAIR 9 ' 1 79 - 1. EL,I�v ! /, - : 0-6 T� ,F3EY0��:� / c` € <� BYCY�D I 114 ff O I'..: : / Vie." SECOND • _ t {.(t) 4-6 B 7 t • 7 l - ! _-_...___.,____._.,._-_.-, _._.___.J.,_-_._ . _._._--____--_..__.__._ ..._.___. ___.___._.._.. .._ ,a14 • 1 1'4 • �'4 ,�4c ,t 4 '" .__ _- 3 ._.__ • I l -114 10-4 t • I � CIRCULATION _� —• 2 z N , fl f • COVERED PLAY COMMONS 1 1 v a 1 i 7 :. ,f '-'-/\' _, -- _ I r 40:-.'11..v.-- '°s 251-312 = 5-10 ...:‘12-,0„-,20,2._ k6 I @ I :. ,. r . O QPEitiI • i.. ' • • X" . .... AIt . - _. ,, 'z .t ;: 1 i i . �./� —.— OPEN lit "-I p Y 1I4 1 3 4 LCD • I _ ,__:. co _ �_ s CQ _. \ :.. rr .-. .--: -, - :�-. - '_ ......-....._.•L - •w VESTIBULE - -'•ji _ : : T : � , • SE 'OND ' 12.4: . €. " _� ELEV `• I = YC3 D .` pS. CO I: I 2 P • , ':.,.,_.......... ... .. .: .. :: ,- •. _� rid �.r {-� r��Eft .. I . IAS C'D co C i , t w �"* CO la '11 GA .. C_ CO114 N, 134 :qi'4 >\ .,./ , t '_ .: O 313. ,....r N ' 0-5 2-5 s 7-6 4 • A .F i z i+ ,14 _ , I CrD FIRE SPIN '< LE � PLAN '77 � 0 NORTH 114 .43 114 \0 114 -6 o I SECTION "A" SCALE: 1/8"=1'-O" • •� • r W I' 7-117 i2-6 12-6 D-6 Z CL G MITD VRF. SEE `=' 206' .. . E'1 A .` o MECI-I ..SHOWE LE 20k, "I 1- a, ..,..„ ... .V `4. . 1114 wV 114 :: E .- 0 G4 0-6 t 8-012 • _ U .9- C1' A;F" F - _ n ' 114 114 11 4 '•�/14 � C - { 2{! tl 1 t 7-P4 12-6 \ `' _ I 12-6 0-6 0 r. CTI1R1 s 1 " CLG tiTO VRF, SEE . 114i-,- 114.1-,®BOYS 1141 N • i I 0e I I1ECf �b 9 34 9-5 ;I k I 1+ U Q) fr rk 1 Cs 0 P F":E 9 .0"A,F: ! _ p 3311 a tom..• — q 2X BLOCKING Ili -' • n m I 20 � 212 LJ /�a• PARTNER CLASSR OM SWG 20 2" �A10 kQll~ 2 009 .. ALCM 1JA 1 ........_,,ii 16E \SUPER-SAMMY-SCREW \ 114 114 1 I , 0 U) Z O �0 14-0 \ O 3- 717 �, �1p_� 9t�....n 2232 w t� -. ,-- ~� FFF GST 20 2" 10-6 9-7 I 9-814 2-3317 0- E. G1 051 20 • 210• 008 i - 30-0� • F F. 2 LCD a SUPER-SAMMY-SCREW SUPER-SAMMY-SCREW DAA me: 1 6.15=, GIRCUL A IC}I ` - r ,f- a eiR Cfl O "*.4".'''''' \ �� " `` ��._..., r _._ . _..__ _ 4320 �I Zifili co 3a ALL THREAD �6 ALL THREAD 34 ALL THREAD _o B _ „ , Z �_ 17 0] _ A I �� ,Ie 2,2 1• I4 ,1 14 4 \ O 11 I I 114 ;; 11��rJ-234 �D F-� /14r, _ \ , 0 6 0 3-6 10-6 '-7 12-0 0-6 SECTION B qupi �- FIG. 200 �1 �- L.Y. A � 1 . ADJUSTABLE RING FIG. 200 FIG. 200 30-0] 2 I _ HANGER ADJUSTABLE RING ADJUSTABLE RING I i 214" TO 4" MAX. HANGER HANGER ` of ,� 1 ,.- I r \ Des'tg Area 1 Wet System • VERTICAL SUPER—SAMMY GST 20 HORIZONTAL SUPER—SAMMY SWG 20 VERTICAL SUPER—SAMMY GST 20 COMMONS OPEN AREA '' 3a—off 4" MAX. PIPE 212" MAX. PIPE 4" MAX. PIPE Demand Calculations using Hazen-Williams Method "t� I Occupancy Classcatian: LIGHT HAZ / 1 1 t I 1,4 \�'+ . 1111111 • ® �� I : Design Area Density: 0.1 4-91: 12-0 0-61 �' Additional Outside Hose: 100 ® 1\4 ` \ V 11` 11, �� 11 4 ` - 0-. 14-0 3-6 10-6 4-9 i Design Area Size: 1500 I 1 Nates: MECHANICAL ATTIC F. 7, // ----- • 1.,. _ �.. e TOLCO FIG. 25 SURGE RESTRAINER • • 1 •• ' TYPE 1 – FOR 1 " AND 1 –1/4" PIPE AND HANGER 1 ,14\O 11 \r-.41 4 >- LC-Li w TYPE 2 - FOR 1 T-1/2" AND 2" PIPE AND HANGER I• © 4-914 lz-a o-s oCC CC Q`�JO-• 140 // 7// t WOOD STRUCTURE • ;_t. Lu w w w w �, co co co o3 CO 1/4 X 1 1/4 WOOD SCREW EYE }........._.-_-..__-_-. • _ . _ - ;._ ca o 0 0 0 0 ir pi L��N. (MIAr, is /I C� CO CO C7 C7 Al (4) TIGHT TURNS 3/8' ATR • ® N0.12 (440 Ib} RESTRAINT WIRE !� ,;�� • %j I (2) TIGHT TURNS -� . TOLCO FIG. 25 SURGE RESTRAINER i ! I • Z co co cD cuj 5 in in in �a . PIPE RING 0 (7) in in in in in J ---I –1 --1 –I I o o cD o o • SEE FOR FIRST FLOOR RCP THIS AREA -------- Ci cN c'4 ci cv TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY NOTE: WIRE RESTRAINT TO BE WITHIN 2 FT. OF A PIPE RING HANGER • • 04 WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA j z TO RESTRAIN THE UPWARD MOVEMENT OF PIPE I a AS IT OCCURS DURING SPRINKLER HEAD iri•• Y tri LC) Lri ACTIVATION OR SEISMIC ACTIVITY END OF LINE BRANCHLINE RESTRAINT • z --------- r4 Q L_ L L I-L LL • f I I LLu L`nn Lin in co co 0 FIGURE 25 SURGE RESTRAINER I ~ N oaC� FOR STEEL OR CPVC PLASTIC PIPE I I I w w • �O { t __..___ ___.._.____...-._. _ __ .-- . - 1 • c.) m m m c.) Z Cl C? Ir J z Luo [._ d ¢ o 0 cn w • In_ (IN_ U) N VI 1 1 3o o CC CC CC 12C d'CC • 1 ! C7 C3 CJ C3 Cl 0 • I SF– n ro Cr, z L) LC) C) CO U Q (N) WET RISER KEYED NOTES Q (N) DRY RISER KEYED NOTES 11- Ocn Q 4" D.I. UNDERGROUND PIPE FROM CITY WATER MAIN (BY OTHERS) 0 2 1/2" BUTTERFLY VALVE W/ TAMPER FE S P \ < L E P A Z O2 2 1/2" DRY PIPE VALVE W/ STANDARD TRIM, 2ND FLOOR SCALE: 1/8"=1'-O" NORTH zo w <C THRUST BLOCK(SIZED IN ACCORDANCE W/N.F.P.A.) (BY OTHERS) ® a ELECTRIC PRESSURE SWITCH, HIGH/LOW SWITCH, p n 3 4" M.J. 90 EL (BY OTHERS) "- AIR MAINTENANCE DEVICE, DRAIN AND GAUGE ® 4' DI UG STUB-IN THROUGH FLOOR SLAB (BY OTHERS) Q FLOW SWITCH (WIRED TO BELL) O 4" FLANGE ASSEMBLY (BY OTHERS) N ® AIR COMPRESSOR SIZED FOR 205 GALLON CAPACITY © 4" X 2 1/2" REDUCING FLANGE ASSEMBLY (START OF BROWNING FIRE INSTALLATION) nt AIR FILL LINE NOT LESS THAN 1/2", CHECK RELIEF SHUTOFF VALVE > FLOW SWITCH (WIRED TO BELL) ® Q 2 1/2' TO DRY SYSTEMki Q PRESSURE GAUGE AND ASSEMBLY RELIABLE MODEL CR C 90 DRAIN AND TEST 2" COMMERCIAL RISER MANIFOLD ALL ELECTRICAL WIRING BY OTHERS `.i ® 4' TO WET SYSEM ©%• "- ' 9 m ALARM BELL (LISTED FOR OUTDOOR USE) okra 121911.•17<> ALL ELECTRICAL WRING BY OTHERS 1114. - 5 0�IE-•�!r WINKLER � Ga _ N CABINET (>_',...., 5:z<> -11=11-II-11-11=11 //,,,,Aarair 11=11=11-1_1-11-11 ,,e' / i_g1i 11=11=11=11= r11=11 II°-11 1 ► �tAir/<:" 77506 PE 0 II� © -- 5-3-2018 a, OREGON cJ • `rF�R 10 2��P`' N ' ISE. DETAILS Y NTS NORTH I EXPIRATION DATE:12/31/1 B I kw40 ~��j� E E� S