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Plans BU P2008-00360 COSTCO 7850 SW DARTMOUTH ST City of Tigard, Oregon ® 13125 SW Hall Blvd. ® Tigard, OR 97223 October 31, 2008 • • 1. ti=. RE: FIRE SPRINKLER SYSTEM Project Information Building Permit: BUP2008-00360 Construction Type: 3-B Tenant Name: Costco Occupancy Type: M Address: 7855 SW Dartmouth Occupant Load: NA Area: NA Stories: 1 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; National Fire Protection Association, Standard 13 (NFPA 13) 2002 edition and the State of Oregon Fire Code (OFC) 2007edition. GENERAL 1. A key box shall be installed in a location approved by the Fire Chief. The key box shall be of an approved type and shall contain keys to gain necessary access as required by the fire code official. Section 506.1 OFC. Please contact Tualatin Valley Fire & Rescue for key box information at 503-612-7010 2. A supply of spare sprinklers (never less than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers on the property. Sections 6.2.9.1 & 6.2.9.2 NFPA 13. 3. The spare sprinklers shall be kept in a cabinet located where temperatures will not exceed 100 degrees "F" at any time. A special sprinkler wrench shall be provided and kept in the sprinkler cabinet to be used in the removal and installation of sprinklers. Sections 6.2.9.3 & 6.2.9.6 NFPA 13. 4. The clearance between the deflector and the top of storage shall be 18 inches or greater. Section 8.6.6.1 NFPA 13. The distance shall be increased to 36 inches for Large Drop sprinkler heads. Section 8.11.6 NFPA 13 5. Sprinklers shall be located a minimum of 4 inches from walls and spaced not less than 6 feet on center. Sections 8.6.3.3 & 8.6.3.4.1 NFPA 13. 6. Clearances shall be provided around all piping extending through platforms, foundations, walls and floors. The diameter of the hole shall be 2 inches larger than the penetrating pipe for pipe sizes 1 inch through 3 '/Z inches. The diameter of the hole shall be 4 inches larger than the penetrating pipe for pipe sizes 4 inches and larger 2 inches is required. Sections 9.3.4.1 & 9.3.4.2 NFPA 13. Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 7. All valves controlling the water supply for automatic sprinkler systems and all water flow monitoring devices shall be electrically monitored when the system serves more than 20 heads. Section 903.4 OFC 8. An approved audible sprinkler flow alarm shall be provided on the exterior of the building in an approved location. Such sprinkler water-flow devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Section 903.4.2 OFC 9. The system piping shall be braced to resist both lateral and longitudinal horizontal seismic loads to prevent vertical motion resulting from seismic loads. The structural components to which bracing is attached shall be determined to be capable of carrying the added applied seismic loads. Sway braces shall be designed to withstand forces in tension and compression. Bracing shall be attached directly to feed and cross mains. 10.The end sprinkler on a line shall be restrained against excessive vertical and lateral movement. 11.New sprinkler system piping shall be hydrostatically tested at 200 psi and shall maintain that pressure without loss for two hours. Where addition or modification is made to an existing system affecting less than 20 sprinklers this test need not be done.NFPA13 16.2.1.1 12.All concealed spaces enclosed wholly or partly by exposed combustible construction shall be protected by sprinklers. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully,J ow, an Nelson, Senior Plans Examiner (503) 718-2436 dann @tigard-or.gov y — .j 5-8' SLY F R#'E SfR ;R (f1T r - 'I 'PIPS SPF�II;I l3 SYSTEM „pr,'r',Kr.', #��r;.•;.,'s"." r':dY, :,w e'- `r "fr::... ....,•.. `rs . t... .,,,,.. .,. t,.•_•.,!' ¢.;d;°.r.r.^°„- ;�_. d,e,l' ... ...�.'. P.,. t'd':,rf �d'.tt t�'.I�,li'3'f' ”.d'.".t�'*'1•,.r. "f'rd4`Lt '.^f'. «�"i'4►.a?' fl�Ir�.�';�' Jf;�'f'J`'_.:. A". ' f"fd"�'1 =' dP f'. E. . -._.. i�.. TEE T'�)p(„111r'i ABBREVIATIONS OE' '44111111 ill ill(.141 I' ABB 1 1 DIM • 1'Cam'DROP BELOW BOTTOM OF JOIST , . BOJ NG' \ 8' 8' Q ` 8' 8' ' IJII'+IGtN6 T1 BOO DOWN OM OF DECK r DN DR'PLASTIC,ADICSIYE 6' 136' 1 N ao 140' 273' 73' ` �' � � �� �� RU RISE UP © r ; '' l DIMMER RN RISER NIPPLE 118' 1000,01".„4 °I 'at' x M3I..E IN GEIL.IN5 O.C. ON CENTER IV 102 / at,e1-10t0, 4401 \ I 6' � {: ` ;.�. I '� ,� �T�'P`�1.� "`�, fi�LEt TYP. TYPICAL EXISTING a..: \ p 19' c 0z ' AREA OF 'WORK:,:-,' F B,+ � � ' .O -,• Symbol Description RISERS .,�.� ,,�.,'-.° -� �w�, Symbols ISE S > rtwx F�.y, it�r Q Hydraulic Reference Points -. rrr P r EXIST. - = v ow \ � _�_ :� �� ffis Bel Top of Steel F.D.C. 23�X23� \ yl -., .> r . .... - 1!! 7 v: Floor • Elev. Above Finished Floo F.D.C. �'•5. +au 20-0) Mev: of Top of Steel ON 02 ,N �9 'I "°1 . .' . ;;.:�. ® Internal Ceiling Height U F ' +SLt? .� ` WIG7+.11.11 ,, GROOVD FITTINGS w ti ,, 'R•I K,Lf GLP E XISTING ... . , . �....� s...� .9, ..,. ,. � , 2dld'P irCiFlt iY --o--e - Rise up or down ap '(' I�.,I��" .--•.• Aproximate Bracing Location T 2' WELD ** ROD !!, 9 G R RATE trld0�,ICG, TI01�a1 --�- r= 51; 0;;: Grooved Coupling T ❑ �� 2 ,r WAREHEJUSE \. � -- PIP IN C `F T 1 :A P`E E PIPE AT '6 OPPOSED OPTIMA A \ HANGER LOCATION ,. PARKING '° �� TRAPEZE HANGER mom �,�- B L_ DGI S .Ul+0Itl1TIC � N +CO4TRAC-TC, TO 554L AI.ER MY PEWINT SoR.11Ik`,LIAS AT `∎ I �'OLER,U51N6 Cite Dr THE .NIA OTFEi 5E111.#Itr5 SEISMIC REQUIREMENTS/,/ EXISTING FIRE SERVICE UNDERGROUND PIPING ��- 0 a 4 PROTECT VIEW/RELOCATED PIPING AGAINST DAMAGE DUE TO EARTHQUAKE IN ACCORDANCE WITH NFPA 13 WHICH SHALL INCLUDE THE FOLLOWING: 91, * --'• el. c2, \ 20' 8' v I co TYPICAL. D.P. DROP DETAIL. cn m ,` • - 1. L FLEXIBLE COUPLINGS,ONGITUDINAL BRACING,I FOUR--WAY BRACING AND RETAINING ' ��. A TYPE C O SIZE OF PI TRAPEZE P ' , T TRAPEZE 1 R HOLE a. STRAPS. TRUSSES T. HUB PIPE SIZE SPANNED 1 , "�'' I NETS EXISTING `. PIPE �;. T SIZE 2. WHERE REQUIRED, BRANCH LINE RESTRAINT OR LATERAL BRACING FIRE � _ .. , . . , _- _ ...... ... .... �.._ _._._ SHALL BE PROVIDED WITHIN 24 IN OF A HANGER. THIS HANGER HYDRANT \ I ' 26' SHALL BE OF A TYPE THAT RESISTS UPWARD MOVEMENT OF THE TYPICAL � 4'-8' 2 1/2' 2' �• 10 5'8 3/8' 1/2' - 26 6 BRANCH LINE D ♦ ..i. z ca\ 3. BRANCH LINE RESTRAINT OR L�,TER"L BRACING SHALL BE PROVIDED c4 ,, .`\ .� �. _. .. , . �..,.. Y BRANCH LINE WITHIN 24 IN. OF AT THE END SPRINKLER ON AN \\\ TYPICAL DETAL RESISTS UPWARD MOVEMENT OFETHE BRANCH LINE. TYPE THAT . \ 1 1 NTS 4. WHEN THE MAXIMUM STATIC OR FLOWING PRESSURE, WHICHEVER �.. IS GREATER AT THE SPRINKLER, APPUED OTHER THAN THROUGH l THE FIRE DEPARTMENT CONNECTION, EXCEEDS 100 PSI AND A t , BRANCH LINE ABOVE A CEILING SUPPLIES SPRINKLERS IN A I coo103 PENDENT POSITION BELOW THE CEILING, ,I ! THE HANGER ASSEMGLY EXIST. FAULT SUPPORTING THE PIPE SUPPLYING AN END SPRINKLER IN A DARTMOUTH RD. I wiBACKFLOw PREFENTnR PENDENT POSITION SHALL BE OF A TYPE THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. THE UNSUPPORTED LENGTH __ico ° BETWEEN THE END SPRINKLER IN A PENDENT POSITION OR DROP o Q NEW WALL C NIPPLE AND THE LAST HANGER ON THE BRANCH UNE SHALL NOT BE GREATER THAN 12 IN. FOR STEEL PIPE. THE HANGER :w c AUX.D:R,,,,AIN AFD AFD ., CLOSEST TO THE SPRINKLER SHALL BE OF A TYPE THAT 1 BALL ® et. , , PREVENTS UPWARD MOVEMENT OF THE PIPING. �° VALVE 0 .°' 6 a 6 ,t. S . .o. 5e .a 0 .e`do 0 0 0 0 0 0 4 W/ PLU G 0 56 0.. ..._._� ...._. ,..,. _.....__._,_.._. .. __.. ._..._.__. ...,__.. _w_.,.,^...._. LATERAL SWAY BRACING , , ", 'ti" , T , r: , , M1Su ,rye.4�a , y."` ,h :� :,y: ..t,y n W=a r r+u,^, ,av, ,� ..�. '-s°`• ,w'� ,n :..i . _ t^, , k ';{a:.c� ,s 1;4 �Y ,.�,y,,, ., 'd „9',.... 4V`,e a . ., .''a`'Xs+; T�'. _ , ar '"rvn§ b. ,_. './""`, 9>. 'S`Y v,[ ,, n, r - . � ^ 1 v'e.�-•'•ay- +!.- W „... .z.5, -, ^:' td SITE PLAN .� .^ . _-. 1 Ili Ili, .: �r j. ,.w � � ., ..� /1� ".�,��� .'�.�i� '`i� / .e.:»,ms. >r� N-. , ;.:: ill �.,�, �, ill ,� . 9.3.5.3.1 LATERAL SWAY BRACING SHALL BE PROVIDED ON ALL FEED Q �� �titi Clit , :: 0- ,0 10-2 ,0 10-0 ?w 10-7I 4-5 ?.c,' 8-6 �'_2 .0 10-2 #$,0 10-2 ,0 10-7 .Y� ' it I AND CROSS MAINS REGARDLESS OF SIZE AND ALL BRACH LINES AND r_ �_ . (Q :............. O .-. 1 .-. ( C ... C 54 ,i .-.1 .-. 1 ,-� 1 _ to v OTHER PIPING WITH A DIAMETER OF2 IN. AND LARGER. CA 0 .1 0 0 SCALE 1 5 0 v iF: 43 ,, 0 47'-8' 83'-11 36'-3' i 9.3.5.3.2 LATERAL SWAY BRACING SHALL BE SPACED IN ACCORDANCE HYDRAULIC DESIGN DATA WITH NFPA #13 TABLE 9.3.5.3.2.(a) OR TABLE 9.3.5.3.2 (b), AND A.H.J. CITY OF TIGARD DESIGN STD.NFPA 13 / �o SPACING SHALL NOT EXCEED A MAXIMUM INTERVAL OF 40 FT ON CENTER. PIPE DESIGN TYPE STD Nog tHE MAXIMUN PERMISSIBLE LOAD IN THE ZONE OF INFLUENCE OF A SWAY MAINS� • PIPE sc.R• 10 16'-9' C/L COL. BRACE SHALL NOT EXCEED THE VALUES GIVEN IN NFPA #13 TABLE BRANCh,:w_ • PIPE sal• 40 9.3.5.3.2(a) OR TABLE 9.3.5.3.2 (b). SPRINKLER ORIFICE 17/32" K=B.o A LOCATION Wes- COOLER AUX DRAIN 9.3.5.3.3 THE REQUIREMENTS OF 9.3.5.3.1 SHALL NOT APPLY TO 21 IN # OF FLOWING SPRINKLERS 9 4'-1 1O'-2 9'-2 ' 4'-1 5'-11' �13'-6' S'-11'- STARTER PIECES THAT DO NOT EXCEED 12 FT IN LENGTH. THE LOAD AUX.DRAIN e. e. ;, A BALL ti ,o DENSITY_•3 G.P.M./SQaFT. O' ....___. c( - VALVE + ._,. .,. CAPACITY OF THE BRACE ASSEMBLY SHALLBE DETERMINED BY THE 1' BALL + + + `}. REMOTE AREA 1102.5 SQ.FT. .,....,.. ,. A _, Y :°, PLUG WEAKEST COMPONENT. VALVE ,;.��s,. ,.. ;.� W/ PLU ;.�� � ,�, '' �z .� � '� ..?.�',. r CAPACITY OF ITS DEMAND Al T ASE OF RISER W/ PLUG :u'.,.-r.. , `.,.,, Q'� Q+ = ;e,'a' __ oti u +4. 1,. 1,...Cif N 1 -a 1 r + - N OF THE LAST BRACE AND THE ND DISTANCE E BETWEEN THE L S B -- -- — .,_... , . . .._ ..-m ..., _.._ ..... .., ) - 1 � 0 6 0-6 9 3 5 3 4 THE D S C.:.._.: 564.0 �INCLUDES.INSIDE HOSE _... , ,... ..>..,_.. ..FLOW ( ) G.P.M. ,4 0 6 , ±Cif 2EXIST. PRESSU3 0-6 0-6 - � P NOT EXCEED XISTII\ G STAI\ � \ � S � Ah N = TAL_ RIIF _ \/ ER _ , Hz 2 � I BEAM '�, / ,a PIPE SHALL INSIDE HOSE STREAM 25o G,P,M. �, o o A , o 0 DEMAND AT R T �� '" do + - " `` 00 + 9.3.5.3.5 THE LAST LENGTH OF PIPE AT THE END OF A FEED OR CROSS I _ El SOU CE CONNEC ION �_ ~ � SHALL BE PROVIDED WITH A LATERAL BRACE.ST _ _ L_ T � � SS > � RAN _ � II\ T _ S TE � 8,4.00 ,� 1 .� • 11 �. FLOW GPM. 3 .� o ...o ¢ ...o O 1, 1, BLDG A PRESSURE 83.029 P.S.L o' + r o� OUTSIDE HOSE`STREAM 250 GPM, 2 , + o'°` ' . 04 0-6 0-6 SECTION 9.3.5.3.6 LATERAL BRACES SHALL BE ALLOWED TO ACT AS G I R E R S 1 R 19 I \ .� A T I C \ ti � LONGITUDINAL BRACES IF THEY ARE WITHIN 24 IN. OF THE CENTERLINE in 1' r lr • o ,b. o ,b.-;`: AND LONGITUDINALLY FOR ONES THAT ARE IN A BRACED . OF THE PIPING B CED 2 o tl0_6 AFD 6 0 0-6 o r 72 GREATER IN DIAMETER. -tot M to r 2 , �� 2r 96 2 4 • 2' 0-6, 6-• 1' � 2 9.3.5.3.7 WHERE FLEXIBLE COUPUNGS ARE INSTALLED ON MAINS OTHER 22'-53 ' AFF 27 2 /2 _- 2 2 / 2'29 ,t '9 0-6 ` ►�'" .1.0-6 THAN AS REQUIRED IN 9.3.2, A LATERAL BRACE SHALL BE PROVIDED -6 5-1 �, - -1 9 2I� 0_6��O ,_ 0 6 / X 523 ' BOD: `�', 24 6 AFF 83`: WITHIN 24 IN. OF EVERY OTHER COUPLING, INCLUDING FLEXIBLE �''° a r° +° yr° '. T ,b , ,,,, COUPLINGS AT GROOVED FITTINGS, BUT NOT MORE THAN 40 FT ON Ifs o, ao _.. „ ,. CENTER. u� .� O,o< o + o +.. a ' SL 1' 0 4 ti , 0-6 0-6 �ti 0-6 BOJ �� % 9.3.5.3.8 THE REQUIREMENTS OF 9.3.5.3 SHALL NOT APPLY TO PIPES — - ' -- - -- _ __-___ - _., - �a �,- ;� o �: .1� 1: s4 INDIVIDUALLY SUPPORTED BY RODS LESS THAN 6 I N. LONG MEASURED r : 70.----6;/ 6 '� 0-6-r F PIPE # POINT ^.a' Tj ( ui C$iT T e••• aiti i0i iii i •e a *Ass's_ 0000 iii •••0•ii••0••#••s• # ##6000#0####iifi#####!a#0•.000 #! N# 01100-+�ll+1-is##� i# 000411!1#11.****00 ###ii. �`- 1- — __T EN_THE TOP OF 1+ r-., c ..ND ThiE . OIN OF A ACrIMEN O Tip_ 7 17 T. T. 17 r , _ .„,,.._ ��_�!_� #!!ii• •it # #•Niii+i0•iiiii0 i• i i• •• 1 iiiiiiwwwiiii•iiiiiii•iiiiiiiiiiii•iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii•ii 000.0• — ¢ o o c., cu 0,0.0.0#l�� i. - . , . . , .fwww wwwwwww/ww.�owwwi4041i i0� i• 11i�i�i.ii.ii.i.i.iiii.�ii.��0.�0������� �#�###�i##��iiiii# �� - - - - - - ------ --- ---- ---------------------- - ,,, ,�, 1 1 0. e. N. e. BUILDIING STRUCTURE. er' .moo O' --o . . r ,o O O it ��� ��� ��� v �4,' LONGITUDINAL SWAY BRACING ' ± A ® 1, t� ® �6 1' �' o,� i' ® 9.3.5.4.1 LONGITUDINAL SWAY BRACING SPACED AT A MAXIMUN OF 80 FT Lo + ,�, 0-6 ,, 0-6 ` ,+ 0-6 ON CENTER SHALL BE PROVIDED FOR FEED AND CROSS MAINS. N `I. 4' I 4'` 4' --$h 4' 4' 55 ' 4' 4' - , ±, ° 9.3.5.4.2 LONGITUDINAL BRACES SHALL BE ALLOWED TO ACT AS I ' 21-0 21-0 21-0 T-'-Y 1 -2 b. ' ,b. 8-8 12-4 10-41 ',a LATERAL BRACES IF THEY ARE WITHIN 24 IN. OF THE CENTERLINE OF THE w M.F,C. , ®� O' ` .o 1� c, 98 ���� r•START 4l �° i--.- ._. . .. - ti+ ,�°+ QQ �I-6 .�+ r PIPING BRACED LATERALLY. o .,, _ 1 f.' c� 90 FIELD ADJUSTED RISER POINT 1• '� 1' �� �� 0-6 PIPE STAND N❑TE H4 �, 9.3.5.4.3 THE DISTANCE BETIIVEEN THE LAST BRACE AND END OF THE 0 6 -6 1�1-1. � - , = LL G 00 E COU S P S EXIST, RIGID. U.N.O, ca o 1 Hs A .: VP �•` ,o o%b < ■ .o O,a : PIPE HALL NOT EXCEED 40 FT 5/-1 l 5 —11 I-BEAM NI- ¢ #ti RR RISERS• •,•- ,, - ---- - T' - + - + ^' _ + - � 9 4:, of 6 016��= 89 a.... .. 9.3.5.5.1 TOPS OF RISERS EXCEEDING 3 FT. IN LENGTH SHALL BE 12 STEEL OVER BUILD .. '>- ^' t 5" INSULATED COOLER/LID r 4'�, N �� �� S� 14 PROVIDED WITH A FOUR-WAY BRACE. ee>„ 1 '~ i 1"►CCU ,� 1 O'b AFD ° + EXISTING UPRIGHT 0.6 14 '0-6 0.6 , I + 9.3.5.5.2 DISTANCE BETWEEN FOUR-WAY BRACES FOR RISERS SHALL SPRINKLER HEAD, TYP, _ AFD ; � ��� ��, 2 r gas,*,as NOT EXCEED 25 FT. COOLER LID 2' __ 2' 36 3i' ®O-6E, 6-9 C�, 6-9 it c:, ° 9.3.5.5.3 FOUR-WAY BRACING SHALL NOT BE REQUIRED WHERE RISERS C R❑❑E DECK 25 _6C / 2' 1 5-1 / 2 / '?'`'o'� 1 0-6 - PENETRATE INTERMEDIATE FLOORS IN MULTISTORY BUILDINGS WHERE THE a' • 0 5 O' ® • o c' 9-2 0 6 + 23'-i' AFF 23'-1' AFF 0-6 b, 1 o., . + + �.� •` a o' o o' CLEARANCE DOES NOT EXCEED THE LIMITS OF NPFA #13 9.3.4. DRY PENDENT CONCEALED SPKR rl, 1, �� , + .� .., , - GENERAL INDIES:OD '''H2 t:1 1 ►C) �N� ti ::° b-6 0-6 0-6 1. GENERAL All overhead materials, devices and installation shall conform to w A O A 1' 11 S INSULATED C❑❑LERVALL ',� Q 0-6 0-6 c:��s NFPA #13 and local authority having jurisdiction. :4-� N (U'd' o O,� s o o•°' o o•°' �_� A o. : , 2. SEISMIC: Earthquake Sway Bracing shall be installed per NFPA #13 Section >, , + + �.' , + " o +, - ¢ ,� +' 4-14.4.3.5 �� _, al ti ti NOTE Lateral sway bracing will not be required on Mains supported by rod ;pp ,FLAN* - 1, 1 H9 Q` �-1; _..n „ 1 less than 6" long INCLUDE UN-ATTAC"I I CO \ — VV ,p H1 �� Hs 1,►C " a ...SPECIFICATION BOOK , .: )3, STRUCTURAL, ' „ , :. {:'`l11 ��, � 3 PIPING MATERIALS: rE REPORT P S ,, `... ,.,_,. .E::, :,' .',.t Welded Mains . Branchiines: — — — I DOCUMENTS- __ �` . �."u, -"'�-° � � Schedule 10 & 40, wet system back steel C I _ sprinkler pipe with grooved fittings and couplings. Branch lines to be connected N EW F ❑ S C ❑ ❑ L_ E R to main by means of branch outlets welded to the main (PDS FREEZER SIMILIAR) NEW PES FREEZER C.H. 21/-6' Branch Lines: .�'1, m'&.." ceue 10 40 wets tem black steel Ys C.H. 21/-6' -, sprinkler pipe with threaded cast iron or ductile fittings. tt> glli� HYDRAULIC DESIGN DATA A.H.J. a OF TIGARD 4. WATER SUPPLY INFORMATION: 'r►` , DESIGN :+TD,NFPA 13 r ` •,,, . ..'ri..x. . GRADE Static Pressure: 104 PSI '"' �� YI'ES Pressure , .,.. i�.t! /_ ►'�' !' j SLAB ❑N GRADE I M INST eiic. PIPE SCH. io a 41�►�► ' , tC`1'' E N Residual • 18 PSI EL_ D T ES i .= � BLK. PIPE sc. 40 Flow: 4608 GPM BRANCHES --) HYDRAULIC DESIGN DATA SPRINKLER ORIFICE 17/32` K= 8.0 Location: DARTMOUTH ROAD A.H.J. CITY OF TIGARD AREA LO CATION POS COOLER - DESIGN STD.NFPA 13 PIPE TYPES 22/-11" FREEZER/C O❑L E R HEIGHT # OF FLOWING SPRINKLERS 20 DENSITL 3 S,.P.M./SQ.FT. 5. SPRINKLER SPACING: Sprinkler heads are to be installed so that no two OFFICE COPY MAINS BLK, PIPE SCH. 10 REMOTE AREA 1102.5 _ SQ.FT. sprinklers are closer than 6'-0" to each other or closer than 4" to a wall. BRANCHES-BLK. PIPE SCH.4o 2 ,'-1 Q" B❑D I I -- -_. _ BRANCHES co nRTFmE 17/32" K=8.0 DEMAND IT BASE OF RISER Some sprinkler heads may be spaced up to 9'-0" from a wall as allowed in I N PA I3. _ ._ RE< nre 17� POS F�?EE P "�1 I I FLOW Ber,97 (tNCLUDE� INSIDE HOE) �i.P$_ •i > l i r " A -`. Lam..:,TIw, -'� ,,., ., �, --63.524 I I I - OF FLOWING SPRINKLERS 24 -10' B❑J PRESSURE__..52 P.S.I. DENSITY•336 G.P.M./SQ.FT. INSIDE iSE STREAto _�i,P.M. 6. FREEZE PROTECTION: OWNER shall be responsible to provide sufficient heat or REMOTE AREA 2000/ENTIRE AREA SQ.FT. DEMAND AT SOURCE CONNECTION otherwise protect sprinkler pipe from freezing in all areas of the building. DEMAND AT BASE OF RISER 23/-9' B❑B FLOW 1 x •97 G.P.M. - 7.TESTING: The overhead portion of this system shall be tested 0 200 PSI for 7. 1 , F IV Et) LOW 1027.66 (INCLUDES INSIDE HOSE) G.P.M. I PRESSUn 75.380 P.S.I. 2 FIRS. The underground portion of this system shall be flushed in accords PRESSURE 63.316 P.S.I. OUTSIDE HOSE STREAt�25n G.P.M. INSIDE HOSE STREAM 25o G.P.M. — =�- with NFPA 24 and be pressure tested 0 200 PSI for 2 HRS. before connect g with the overhead system. O( DEMAND AT SOURCE CONNECTION BUILDING SECTION A KU. FLOW 1277.66 G.P.M. 8.ALARM WORK: All electrical work and fire alarm work (including wiring), smok I 1 II I I PRESSURE 76.690 P.S.I. detectors, fire extinguishers, painting & patching, are by others. + th IO� NOT TO SCALE OUTSIDE HOSE STREAM 250 G.P.M. 9.UNDERGROUND PIPING SYSTEM: Underground piping and appurtenances supplying RE.EIVED this fire sprinkler system are by others, beyond 5'-0" from the building. Any - work shown on these plans are for informational purposes only. 10 BASIS OF DESIGN OFFICE BLDG: OCT 2 92008 4._ .._ OCCUPANCY:. ;; OCCUPAN Y• STORAGE/RETAIL DENSITY: 0.336 GPM/SQ. FT. CITY . - , DE9GNED AREA OF DISCHARGE: 2000 SQ. FT. OR ENTIRE AREA. , PARTIALR.,..,,OOR PLAN MAXIMUM DISTANCE BETWEEN HANGERS HANGERS CALCULATION METHOD: Area Density Method. NORTH NOMINAL PIPE Pipe hangers shall be installed as required by NFPA for supporting sprinkler piping. 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 4" No other piping and/or devices are to be attached to the sprinkler pipe hanger system THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN ARE THE PROPERTY OF SIZE (in.) unless the hanger has been specifically designed for the additional loading. c I Q STEEL PIPE 12-0 12-0 15-0 15-0 15-0 15-0 15-0 THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICE TO IMPROVE THE STRUCTURAL MASTER FIRE CONTROL SYS. UNAUTHORIZED COPYING, DISCLOSURE, SCALE 1/81.11-0* STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. INSTALLATION OF SYSTEM AS DESIGNED HEREIN OR OTHER UNAUTHORIZED USES ARE PROHIBITED. __I1 , , �...1,,.�7 S , / 1 Al FIELD ADJUSTED RISER CONTRACT WITH REVISIONS SPRINKLER SYMBOL DESCRIPTION FIRE NAME SWIVEL SWAY /�- ' SWIVEL SWAY N4dI KEY MECHANICAL SYMBOL SIZE liODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL CONTI:ZOLA • BRACE FITTING BRACE FITTING 13477 SE Johnson Rd. S.R. TOLCO G.F909980 TOLCO G.�FIG. PIPE STAND ADDRESS O•E 17/32 —.'3619 VICTAULIC WHITE CONC. SSP 200' 8.0 53 an' STATE - 12125 SE HWY 212 CLACKAMAS, OR 97015 (503) 655-6992 it. BRACE PIPE I I0 �W Mllwaukie OR I w > -,.1 o PHONE - - PROJECT Date: SWAY BRACE ATTACHMENT '. BRACE PIPE ao 503 231 0731 10/1 9/08 �-TOLCO FIG. 1000 � I I < 0 -' _ DESIGN CRITERIA COSTCO POS COOLER/FREEZER _ Scale: I t CITY OF TIGARD 7855 SW DARTMOUTH STREET 1/8" = 1'-0" �-- STATIC: 104 PSI RESIDUAL: 18 PSI - Job No. COOLER LID TIGARD, OREGON PIPE CLAMP DRY PENDENT CONCEALER SPKR OBSERVED FLOW: 4608 GPM FOR SWAY BRACE Drawn By DENSITY: ,336 AREA: 2000/ENTIRE AREA POS FREEZER/COOLER ADDITION M, °evidence LATERAL EARTHQUAKE/MACE L AKCE DACE DRY DETAIL HOSE-INSIDE:250 OUTSIDE: 250 53 AUTOMATIC FIRE SPRINKLER SYSTEM Sheet NOT TO SCALE NOT TO SCALE KIT TO SCALE TOTAL SPRINKLER HEADS FP OF 1