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Plans FPS2013 00138 0 0 WATER FLOW DATA: Hydraulically Calculated System This system as shown on CFP SHOP DRA NGS STATIC: 101 PSI company print no FP-2 dated 9/17/13 RESIDUAL: 98 PSI far RED LOBSTER X457 GPM FLOWING: 2293.3 GPM HANGER LEG 1) -- at NCE AREA contract no X119 A 59-VY DATE: 11/12/08 1b B SIDE SAMMY / LOCATION: SW OAK ST. & GREENBURG is designed to discharge at a rate of gpm D TOP BEAM CLAMP sRc TIGARD, OREGON (L/min per sq ft (m2) of floor area over a maximum area of E EYELET - TOLCO 58 o SH�NGTO INFO FROM: TUALATIN VALLEY WATER 90O BATT INSULATION. F SIDE BEAM BRACKET EXIST. 4" " ` SQ�q sq ft (m2) when supplied ® — — — ._ RE ROAD DISTRICT 280 6 G WEDGE ANCHOR - with water at the rate of gpm (L/min) immmsm at 63.0 psi (bars) at the base of the rise Hose stream allowance of 250 gpm (L/min) `NIST is Included In the above. ORDINARY HAZARD Occupancy classification EXISTING CONSTRUCTIOJ ? TRAPEZE - SEE DETAIL 1.3 ` Commodity classification GROUP 1 9,—ON V ' o t r RT AFF t W ' Maximum storage height 12—D � X Installed by COSCO FlRE PROTECTION LEGEND G — OI 4 x 2112 GROOVED CONCENTRIC REDUCER P PIPE 0 LET G CLOYED CV Er F O O O2 2�,-AMES C3005FG DOUBLE DETECTOR CHECK BOD eorra4 CF DECK BOB wrroM OF BEAM VALVE ASSEMBLY ea Borah CF Jolsr BOP Barron a PI�LN I UNIT BYPASS METER WITH TVUA SENDING EX15TNG FIRE SPRINKLER RISER c,�' o, 21/2-POTTER V5R-21/2 FLOW SWITCH j �uar Ea 4 uwr EO 11/4 - O GROOMED GaRMG / kW.3ER 0 4 � ® PRESSURE GAUGE ASSEMBLY � PIPE uP i o NrDaulc NODE n 0 11/4'AC f MODEL 1011 TESTanDRAIN N N N C ELBdU DaW TE Dour+ WITH PRESSURE RELIEF D DD �� o U-1 G) TEMPERATURE PIPE fFQG�f� �D�a dON/G dOO D�4l Q e © C05C0 FIRE START POINT BELOW �_E T. 4' J O 200'65• EXIST. PROTOTYPE BFt n SiRJC 8,584 SF A RB 3 $ 2000/212. Ips° 0 Ih' F.8, 196.88' � 286° 12 lie" O • I" B �.: �* � 350 BOD 3/411 � � 3/4n FP-1 ;; — 500' 3/41 ❑ 1" 1 Q EXISTING FDC FP-1 GENERAL NOTES Q O BF2 U ALL SPRINKLERS AND PIPING SHALL BE DESIGNED AND INSTALLED TO CONFORfi1 RB °,..OI TO NEPA 13 2) STRUCTURAL ADEQUACY OF THE BLDG. � TO SUPPORT THE SPRINKLER PIPING IS THE IAF— J O LDiNG OWNER AND/ORITHEIR LITY OF�BUTAL REPRESENTATIVE. NU - 3) ALL ELECTRICAL,PANTNG OF PIPE, X FURRING,CUT AND PATCH AND FIRE 0 0 ® CAULKING TO BE BY OTHERS U.OK o 0 4) SPRINKLERS HEADS ARE NOT NECESSARILY LOCATED M THE CENTER OR 1/4 POINTS OF THE TILE,NOR N A G� SYMMETRICAL PATTERN WITH OTHER R ��� DET /4 (L CEILING FIXTURES UNLESS NOTED. 2.5 3 3.5 4 4.5 ( 5 �! 5) OWER TO PROVIDE ADEQUATE HEAT IN AREAS WITH A DIET PIPE SPRINKLER >�_1 FF. = 196$8' SCALE: 1/2"=1'-0" SYSTEM TO PREVENT PIPES FROM (04D7'-0" 7'-0" 7'-0" 6'-112" 7'-OZ" 6) FREEZING IN UNCONDITIONED 11 CONGEALED SPACES SHALL BE NTERMEDIATE OR HIGH TEMPERATURE. 1) ALL DIMENSIONS ARE SHOWN CENTER 2'-4" 4'-8" ol TO CENTER EXGEPTTNOSE SHOWN AS oo (X-X)TO BE CUT DIMENSIONS 8) ALL ELEVATIONS ARE SHOWN TO THE CENTER LINE OF PIPE F - � eeae T _�' ._ 1' P'GYP cid 0 11/2 11/2 11/4 1 �P w 3-8 3-9 8-3 12-0 . m 1 � AN � az y` 2-6 Y IN LU N 1�/4 1r74 1 �P � o 0 �Q I 0-6 A. 6-6 14-0 Y bN Ill LU oA � ALL PIPE AND FITTINGS UNDER MEZZANINE TO BE EXPOSED HYDRAULIC CALCULATION NOTES CD 00 Z THE KITCHEN/SERVICE AREA HA5 BEEN DESIGNED TO ORDINARY HAZARD GROUP I AND °�,' o� Z Ln r- HYDRAULICALLY CALCULATED TO DELIVER.15 GPM/507.OVER 900 SQFT.(AREA REDUCED `� N PER NFPA 13)USING QUICK RESPONSE SPRINKLER HEADS. 00 Q � MAXIMUM HEAD SPACING IN KITCHEN/SERVICE AREA IS 130 SOFT. 00 o THE SEATING AREA HAS BEEN DESIGNED TO LIGHT HAZARD AND HYDRAULICALLY CALCULATED o (, a o TO DELIVER.10 GPM/SQFT.OVER 1020 SQFT.(AREA REDUCED PER NFPA 13)USING QUICK En w RESPONSE SPRINKLER HEADS.MAXIMUM HEAD SPACING IN SEATING AREA 15 225 SOFT. `J ,}.� >- o 5� Q PIPE NOTES Li `` 0 L` 10 �1 Q I M o ALL GROOVED PIPE TO BE BLACK SCHEDULE 10. 1� rn �1N MEZZANINE IN ,yN ALL THREADED PIPE?0 BE BLACK SCHEDULE 40. �� o DE EZ E I ALL GROOVED COl1PLINGS TO BE RIGID UN.O. SITS PLAN ALL THREADED FITTINGS TO BE BLACK DUCTILE IRON. �I o m > 3 .I_ I I� SCALE: 1/4"=1'-0" ;.T a o SCALE: 1":26-0'-m SCOPE of WORK �+ o Z INSTALL NEW,COMPLETE FIRE SPRINKLER SYSTEM FROM EXISTING FIRE LINE LEAD-IN. Z �'a CIO o w> � 1 2 6 g I 0000 CIDF `n o 00 0 0 0 0 W Ll I 00 0000 cv NFPA 13, 2007 9.3.6.5 0000 IY o0 NOT REQUIRED WHEN THE DIMENSION TO THE TOP OF PIPE TO THE POINT 0000 a- o F ATTACHMENT TO THE STRUCTURE IS LESS THAN 6". 0000 w HANGER ATTACHMENT 0 0 0 0 Q SIMULATED PATE ROOF OVER 00G,FELT W SNEA,H!NG,REFER TO PLAN TYPICAL D•D • �. VARIES STRUCNRAL, W. HANGER ATTACHMENT rPER �S�EWINpER1PER PLAN TYPICAL —� 45' MIN e x4l/� A T.O. TRUSS INSULATION TO BE INSTALLED AT WALLS AND ROOF (SIDWINDER) W 3/e ROD COUPLING e � TO PREVENT TOWERS FROM FREEZING PIPE SIZE ,05<Cp<0 71 3/8' ATR PER PLA 1 38' O.C. WITH TOLCO FIG. 75 SWIVEL ATTACHMENT 11/4 40' O.C. FOR BRANCH LINE RESTRAINT 3/8" ATR 11/2 43' O.C. PER PLAN LENGTH x 1.5 2 46' O.C. LENGTH TO BE FIELD CTS 'Q PREFABRICATED MOOD TRUSSES. flEf4t TO STMUCNRAL 4EET5 YE.M.E OVER ' HANGER INC CPQ �o�� LR=LINE RESTRAINT LOCATION ,APER III'PER rTYPICAL �x2) o -0'Y N FOR :' POSIRVE DRANAGE i0 POOP GRAINS/ - ,u SEL TABLE 9.3.5.6.2 SEISMIC COEFFICIENT TABLE Ss=Cp P S ,u LLJ m 1 1' — SEISMIC DESIGN CATEGORY D, SITE CLASS D, Ss =1.048 IC R SSU. - CEILING.°i • • • I R R �Too�T wNA 2" DIAMETER QND SMALLER LINE RESTRAINT Q _ e � a TYPICAL AT ALL EIRE I I - C' ('n Ck w Q Ck __ _ N.T.S. l — TULL BATT ALL E W I I v Q Q WALLS EXISTING O STRUCRW YANTAN WHTNUITY Of FRE BNPoER MINGLE PLY ROOF BLOCK TRUSSES AND NG TNSTR�GW BOAPD PoGIO'�'IINAIUTION, BAIT INSUUTON. PER 112'—3Z4"— A u TRUSSES.H UL A S S EY TO ROOF DRAMS/ I I AS REO*D.CNLN ALL VOIDS AT ALL ROOF t'-0'YIN FOR OT.0. TRELLISIIPR�KRSDRANAGE Q Z CITY OF TIGARD V •.............. W Approved I I o Conditionally Approved j o U SUP TRN W/ RE i I 5 NG DON N See Letter ................. o to N SMNG ° to:Follow .[ ] � I I At ACWSDCAL O NG TILE ND GRN WRAP M ING STRUCTURE IN 5/B'YR" TYPICAL DROP TO`FLEXI-M I �r Attached. �PermitN ber- GMB p 0 R „ (I)HHOUR FlRE RATED `NETR/SiTp1S ft C �� APPROVALS REQUIRED 0 0 A11 TO BE UL RATED : (`l*� Ad 0 DRY PENDENT IN FREEZER DRY PENDENT N FREEZER D F, fly By, Date:_ �L '� CITY OF TIGARD RXA STUD WALL REFER TO WALL FINISH PLAN. 0 O 0 0 '770 PE � Approved plans . D o f 1 0 shall be on job site. 0 0 -7 V� D R� 10 a�P`' REV DATE DESCRIPTION r OFFICE COPY �, 1 0 D ° ExPiRAT1ar� aATE:12/��/14 0 0 100'-0" - OT.0 SL B ' DEPRESSED STAB AT FREEZER. REFER TO SIRUCNRAL DRA-GS.AND FOOD SERNCE 2�PD5119 DATE 5U I I=D JEFF TNG SECTION E FF 11ALSTEAD 9/19/13 5GALE: 1/4":I'-0" 8 0 8 16 24 NET ��_� 1 .3 T-4�' 2 2.5 3 3.5 4 6'-111. 4.5 7'-q 5 6 7 8 9 3/8' SIDEWINDER WOOD CEILING JOIST T-07 T-O" T-O" 7'-U' 2 14'-0" 16'-9" 13'-5" 12'-5" FOR WOOD WOOD BEAM 40 T-47 0 T-4 L' 3'-�' 01 3'-q L' T-5� 3'-q L. T-5� 3'-6� T-5--------�p 3'-7" 3'-�' T-4 L. T-3� 5'-2" 70, 1 1-5*-7 12'-2" ------------7 ol ALL THREAD ROD 3/8' SAMMY SUPER SCREW G SERVICE AREA FOR WOOD HANGER LEGEND ..... ..... ............ .......... THIS AREA HAS BEEN HYD INING5 ..................... ........................................ CALCULATED TO DELIVER A DENSITY OF: 110.4 CD .15 GPM/SQ.FT. OVER 900 SQ.FT. 1) TOP BEAM CLAMP X x AREA REDUCED PER NFPA13 N E EYELET TOLCO 58 ........................ . : N i ........... .............. ..... ........ ................................. ................. ............................... z 7 HANGER RING CFP FILE #PD5119-1 F SIDE BEAM BRACKET HANGER RING .............. ICN . ........... L 1 1 A A .............. . ...... A........... .............. ... .......... .................................... ........ cli CM4) .......... Q-1 .............. M5 _Ay 1/2 11/2 11/2� 11/2 11/2 11/2 11/2 11/2 '/2_ 11/2 1 I'v 11/2 11/2 �1/2 1/2 1/2 11/2 1 1121 11/2 11/2 HD5 rr= 0:'ACt 0 '1710.................. =0 6................. _;.J,6. ........... 3=aX8_ -6 I 27S 3-0 2-4T ��2x 10 P-81 6"0 ....... ...... 12L X�' 2 ................ ..... ..... ......... .............. .3�6 t5 I HANGER B HANGER A 2 5-'V� ll� 0 0, 1 ;�y 1-2 1< C2 V-6-ACT I V4 ............. .......................... ............. 0 6 > x 0, 0 't 4-0 S-9 3 3 6 , 0 1 1�4 11/4 3�_* 221*1( ......... �>4 _I 1 11/4 1 0 04 7 5-0 2-0 21 SIDEWINDER SUPER SCREW 77 , . I........................................................... ...................... to T TRAPEZE - SEE DETAIL n1C14 04 6 16 0 .............. .......... V/.................. ........ .... . ..... a.- T .......... ...................... U. V ................................... .................. Lo: AM Lo Lo ............. ........... AFF: EXI§TrING 5�1/4"xl 6" LVL (HIGH) Ax;xl 9 4M . ..................... ................ ............... ----- - INQ A 5XID-25 BEAM 0- BfEA� .............................. �x ............ ............... --- ---- ............. .....................................-------- ................ ....... ....................... ..................................... ......... .... C14 X X16: qVL L"Jilv)," ................................. ........................ .......................... ............. .................................................................. ............ 5 L 5 114"x1 1 1/4"LV� 5 1/4"xl 1 1/4"LV� 5 1/4"x9 1/2"`EVILT� ..................... .............. qG ..................... .......... Is 18 ILI"M LEGEND ...... ............. . ................... cy) ............... AFIF-.t_ cl 07 ...........L....... P Mox ojw C, .......................... 1. 11/2 (2).2.x,l,,O. tDI) 11/2 BX OMOM CF BM WTroM OF MAM 1b < < < < x 2 4-0 --- --0-9 uj Lu� ui ......... 4 3 0 M. LL Flo (D 2 IAT EQ 4 94T EQ oi cl b 0 ....................... LATERAL EARTHQUAKE BRACE 0 3: . I: .................. 0 0 0 0 c� 0 0 0 C) ....................... i :11/4 11/4, te 1/4 ............. ................ (D ................................ ............. 0 x ...................... ............. ..... Lo U) 2(10 ........................ t PIPE ............ TMRATURE cl, (P .................... x 0 155'Ab5' STRjCTLK > .. ...................----------- ........... ...... ........ -1&, -­­zi . __v i i (o Z o yp 1/2 o �2 C14 2M*/212 M X) @ ------------------ ------- 28b' i L.Ui 0 0 ............ C) ............ ui w u Lu 0 4JI 3& 01 LJ It 214" (-")o W 0 BOD z _j 4-WAY RISER EQ. BRACE ----------- ........... ...........------- .................. ................. z 11/4 EX IG 5481 GLUI�A I GENERAL NOTE5 .75 GLUAR EXISTING 5.1 5X20.75 GIL. ....................................................... ................................................................................................ .........................................................- .......................................................... .......... 9,.0:;e4yp.................. ............... ........... ................. ................. .......... .............. .......... 0 1) ALL SPRW-LER5*0 PIPWs SHALL BE ................... .............................................................. .... ....................... -------- .................................. ....................... ................................................................ .............. ............ ......... .... .............. ............................. ........................... ............................ ................................... ............... DESIGNED*0 INSTA-LED TO Czw-Ow (L75ACd_ULAM ........................... __--..............................................I ISIING 5 LULAM, ........... ...................... ........... . . ......... ......................................... ............ : . .1 ............ ------ ..ING 5,12 AM i ............. ........................................................t .......................................... ....... ........................................ .......... .............EXIS. G 7�1�GLUL TO NFPA 13 .......... .......... ................ .................. .................................... ....... .............. co 2) STRUCTLIRAL ADEa.IACY OF THE BLDG. C14 6 (D V VERTICAL BRACE TO&IPPORr THE SPRWLER PIPING 15 IF REQUIRED THE RESPONSIBILITY OF THE WILDIN63 10 CD < < <1 01INER ANDIOR THEIR STRCRIRAL w Li uj: Lui uji ........................... L<u Li ......... ................... ................. fm co MI SENTATIVE. DININr-E 3) ALL ELECTRICAL,PANTING OF Pin, Z ........... ........ 0� 0 OPEN TO ABOVE 0 0 ................. 0� X , 01 0 0 0 0 MWING,CUT AND PATCH*0 FII;E 0 CALKINGI TO BE BY OTHERS IJON. 4CT (o -0i:6- 4) SPRWLERS HEADS ARE NOT Lo CNN 4 Ill *� 1. b NECESSARILY LOCATED N THE CENTER ................ Cli N - ! .......... .................. t 4-WAY EARTHQUAKE BRACE 1/4 OR V4 POINTS OF THE TILE,NOR IN A .................... x SrtIETRICAL PATTM WITH OTHER 5�9 v-u u') 3_14h : I CE MATERIAL !o i u Lo (2)§7f ILINGs FIXTLIRES UNLESS NOTED. Lo (c) u� .......... .................. TOLCO FIG. 1001 FAST CLAMP 5) OILNER TO PROVIDE ADEaIATE HEAT (D i (D TOLCO FIG. 980 NO-THREAD SWIVEL SWAY BRACE IN AREAS MTH A IIET PIPE SPRWLER z0 z ........... .......... ....................... ..... .... . ..... z @ E5- TOLCO FIG. 4A IN-LINE CLAMP FOR 4-WAY SYSTEI'l TO PREVENT PIPES HPLM F- C) co uj U)C> 00 1" SCHEDULE 40 PIPE UP TO 7'-0" LONG........... X X. X� x 57< 141> c x 1 1/4" SCHEDULE 40 PIPE UP TO 9'-0" LONG ui ui 6) ALL SPRINKLERS IN 1,INCONDITIONED N 0 Lu 4EN UX Lu r'IT( Z i 2x1q ATTACHMENT TO STRUCTURE CONCEALED SPACES SHA1_L BE ........ ............ ACT COOLE INTEIMIATE OR HIGH TEI`1PERAV;E. ........... .................. ....................... .... 1/2"x 3" LAG BOLT TO PURLINS & GLB'S .. ......... '-3'4CT ........................... .......... N:: 1) ALL DMOM ARE SHOILN CENTER ................ D0 1/2" KWIK-BOLT TO CONCRETE WALLS/DECKS TO CENTER ID(CEPT THOSE SHOW AS EXISTING 5xlg'GLuL-Am XISTING 5.112SX20 75 G M EXISTING 5 5)(20.75 GLU 2AM 9 ........... 2" (X-X)TO BE aJT DMSIONS Do 8) ALL ELEVATIONS Or:%W TO THE 00 00 CENTER LINE OF PIPE LA EARTHQUAKE BRACING EXISTING 5 125x2O.75 GLLL1 A�M EXISTING-5- 25xW.75.GLU -------------- G 5x18' _u .............. 0 3 Ln U-) .......... ... ........ 0 d9 < ui Lu r < ILEX"SPRINKLER DROP co I I- Lu� 1� LLI Dk1y 5N�I LD ZD T c): C:) C4 0;-Z 7 cn /?yT 10) .0 0 B9 2 CORRUGATED STAINLESS STEEL HOSE �B' ........ �y 1�2 WITH STAINLESS SEEL BRAID ................ 0 4 3-3 3-0 �_e T2 (4)2X8 2 7 \yVi 2 2 2, 2 2 2 2 2 W-1 2 2: CD V_ - 2-8 4 4u '70 2-8 4-4 2 -7Y 7-0 0 5-6Y2 4 4 2 2 x -X, HALL 2 U-0 cl, T C) C) C) c> ......................... I ..... ACT ADJUSTABLE HUB c" 46 �22 L6 MULTI-PORT BRACKET x .................................. ................ ............. ................. ......... L........... z ........ u� �7 CF- F_ ......... ............ 4-i r4') L0 . . .......... DININC.,5 Lo i 'd, ........... j7<i ............................................... fw 1.6"ACT Lu uj u� MEC4 ANICAL 1 ................. j. 4 Lu WAI_ .........i_ -;,-a K K --i --i K ............. ........... ................ 10 a, o!Gyp EXISTING 5 12. 5x2O.75 GLUI AM2 5.1125X20.75 GLU M x1 3 GL J -6' EXISTING EAISTIN ........... -j ........................ ............ ..................... ............................... ............... ....... ................ ACT SPIRINKLER HEAD LLI ......................... ........... G 5.125x2o.75 GLUI AM ........... __T_XIiST _5 5x2O.75.GLUI-) to I L .................------- EXISTING 5x18 GLULAM ...................... 2-6 C4 1�A 11/4 .............0 0 ............. ............ ................ 13-0 0 C) r 0 ......................................... - ui ....... ....... ------ 1ACT!X ......................... .................. 0 (D B 0. oz 0 0; .......... U) BAR ................ 0. 0: 0 0 0 0 ly x ACT Lo: Lo Lo 4 .......... ....... . ,I ........................... .- ,I �I : 1 11 1 1111 1 ............. I 1� 1b .............. ....... ............. ........ ....... NL -11 1 1 N v ��­cq i �*� CD 11/4 z 3�3 ......... 6-2 9"0 c): .......... 0 ........ 2-4 @ co) HYDRAULIC CALCULATION NOTE CD ............ .................. ............... 00 0 -6- 0*) EB C) 0 6 b. THE KITCHEWSERVICE AFEA WAS BEEN DESIGNED TO ORDINARY HAZARD GROUP I AND ........... ............ A>> k'> �� (6 ........................ ............ ------------ x 0 --ACT C) I/It z .............................. 04 o ........... PER NFPA 13)USING QUICK RESPONSE SPRWLER HEADS. z z- ................. 00 ------------ ----------.................. Of 00 7 MAXM HEAD SPACING N KITCHEWSERVICE AI;EA 15 130 SOFT. ..................... W C) 0-6 "7 ci 0 .............R..: ................ ............... ........................ THE SEATING AFV HAS BEEN DES44ED TO LIGHT HAZARD AND HYDRAULICALLY CALCULATED x x -7 C) ee ........... X CD CL Lu UT UP Lu Lu uj Lu AFF- t TO DELIVER.10 GPM15QFT.OVER 1020 SQFT.(AREA REDUCED PER NFPA 13)USING MICK ................... ........................ w E ................. ................... F- 0 311 RESPONISE SPRINKLER HEADS.MAXIV SPACING IN SEATING AREA 15 225 SCIFT. ..............................SERVICE 54 . ............... -......... til N'S ACT (3)2x8 GYP 00 vv 5 1/4"xl 1 1/4"LVL 5 (3)2x8 ii 2-1t 41 9' PIPE NOTES 0) -I '' . .1 11.1 op 0 % 1 1'-E (3) 2X8 0%1 ............................ u .......... ............ ..................... 7" ALL GROOVED PIPE TO BE BLACK SCHEDULE 10. .' 'm >_ u cf) w % .................. f ALL THREADED PIPE TO BE BLACK SCHEDULE 40. .................. L AFF- 1 3: 0 _j <x EXISTINGs FQC LOCATION ALL TRREADED FITTINGS TO BE BLACK DUCTILE IRON. ALL GROOVED COJFLINIG15 TO BE RIGID UND. i X-4 AFF- 4 m a) 0 roll............ ................ rT 0 .................. .............................. ........ ...... ............. ................ SCOPE or WORK 0 1-3 1/4 nm8 2x8 16"0 C) INSTALL NEW,C"LETE FIRE SPRINKLER SYSTEM FROM EXISTING FIRE LINE LEAD-K z < 1/2 1 vz a-u c co 2-6 11/2/ co cn 6 C) -6 f-6 -6 2t 5-6 5-0 /42-5 4-3 00 ry 6-0 7-0 CD CD L3 UJ.......... .......... . . . T i 4); 0000 3-6 .............. 00 L0 000o 00 C14 0 0 .......... G �c) 0000 ................ NFPA 13 2007 9 3.6.5 ........................ ............... ...... ............ ......................... ........................i . - 'I ............. q ic C) BAR bTORAG;E ........... ................ L4 c� C)OC)o a- U- Y REST NOT RE&IRED WHEN THE DIMENSION TO THE TOP OF PIPE TO THE POINT to 4 0 Gy DINING F ATTACHMENT TO THE STRUCTURE IS LESS THAN 6". Goo@ w r- %L Ar 104"ACT HANGER ATTACHMENT ..................... ................ /-PER PLAN TYPICAL .......... _R % ........ I T r................. HANGER ATTACHMENT �SPEWIVER PER PLAN TYPICAL 45' MIN 8 x4l� SEATING AREA UPRIGHTS 2X8 16":0,q. (SIDWINDER) co THIS AREA HAS BEEN HYDRAULICALLY PIPE SIZE 05<Cp<0,71 .................. .................. ........... ........... ATR CALCULATED TO DELIVER A DENSITY OF: PER PLA .10 GPM/SQ.FT. OVER 1020 SQ.FT. 1::43 3-01 !4�3 'C14 1 38' O.C. FPA 13 WITH TOLCO FIG. 75 SWIVEL ATTACHMENT ........... ..... ............. ...... . ......................--------------- ................ ............. FOR BRANCH LINE RESTRAINT .. ...........­t�....... ............. 11/4 40' O.C. 3/8" ATR CFP FILE #PD5119-2 .......... ................ .............. 11/2 43' O.C. PER PLAN LENGTH x 1.5 ............. ....................... 2 46' O.C. I.E. 12D = LR 18D ...................... LENGTH TO BE FIELD CTS ........... .............. LR=LINE RESTRAINT LOCATION ..................... ...........................------------- -HANGER I TYPIC 2�G SEE TABLE 9.3.5.6.2 SEISMIC COEFFICIENT TABLE Ss=C ............ %48 .............. ........... SEISMIC DESIGN CATEGORY D, SITE CLASS D, Ss=1 2x8 LEDGER 2" DIAMETER AND SMALLER LINE RESTRAINT Q �n C, - ---------------------- .................... ............ cl N.T.S. is cl ck .................................... ................................................ ............ ....................... ................ ?.!Nl 0 @ 16"o r 4'-111- 4'-5" T-61- 3'-52-1" 3'-62-1 T-5-21 3'-6-1 T-5j' 3'-&j1 T-51; 20(�i 9'-1 2 2 2 2 T-5" 3'- 12'-2" cv (2)2x 10 W/ 1/2" PLYWOOD FLITCH PL.7'-421 6'-111- T-02-1" -0"10 ol T-Cr T-Cr ol T-O" 2 lo, 14' o, T_ 23'-2" 12'-5" 70, APPROVALS REQUIRED 1 .3 2 3 4 8 CITY OF TIGARD 775 PE La f;V DATE DESCRIPTION 0 FLOOR PLAN IR N 6GALE: 1/4"4-0" 10 [5)�_�IRATION DATE:12/31/14 1_011 :01 DEW90 N'm JEFF HAL5TEAD sm 8 0 8 16 24 2 OF 2 FF-2 I