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Plans (9) FPS2O1 5 - 00151 25'-0 2' r 25'-0 25'-0 25'-0 25'-0 25'-0 25'-0 , n d d 1 ��` �� �� FIRE PROTECTION GENERAL NOTES L 2 ,z �� I--�--` 2 -> 1)This building is currently protected with an existing wet-pipe 0---- - - fire protection system which is presumed to be designed and ,01 67a5 7'-6 84'-10 I8 . installed in accordance with the edition of NFPA 13 applicable at �® I I the time of installation. O r N I 2)This contract consists of upgrading the existing piping as SF over the o--2- \�,? 1 �G _I_'? I 2 I �,� 00 mcsdt hydraulically ed to demanding 2000 SF.New designn a new design density of 0.60 /design is to d a �r \ 6 T 77.6 O I a4`1° �I eQ protect up to a Class IV commodity to a 20'single or double row N N © S` 1 rack storage height.Products shall be non-encapsulated on = g o > a, , ( I conventional pallets with open shelving.Design crietera has ei o E, Tv y �� �ti l i,,,,:>--- ,' 'I li I ‘1, been provided by UPS representatives. 0 -E c 1n 2 4,- \�2 I T' - 2 I - 3)All existing upright sprinklers in storage area shall be replaced -0 a c e, .- 1- 0----� o-----o----o- w s'-s 9'-0 9'-0 ft ^ -6 sa'-10 witn new sprinklers as specied in the sprinkler legend.Existing Zaa 1 i. I 0 4'primary main shall be replaced with a new 6'main.The 6' Q 70 ca }' 0 o r -- 4 ._T� ° N I 0 riser,2-1/2"secondary and 2'lines shall remain. _ 'o mos 00 I aa)i a 0 o y 0 0 I e 2 22o-- 2-�-2 2 . 2 2 d p .4' - Q ,...Y19'-0 9'-0 9'-0 9-0 3Z-6 84'-10 ` FlamerN•.09T mw crw... _ IND Pip✓rop ••m PClmps BUM - B UM� W W \ EN I _ .4: 2 2 (2? . l ,.,. .--... -....i N 6'-6fi ,° 9'-0 9� 0 0 14'-6 84'-10 [- - - ,,f v 41 !Jf 5� 1 1,o fos T I2 o ..;/4' 0 c a �1ti • NI �1ti a..�0 �:, , 6 / = 0 V co to - r 0 3 .� o-- - �-o -?� 0 9, - •- o- - ? •'_0 14'-6 84210 I rods to be 1/2" .._ ,.r 1 - �.- r.-_ • ' O 101 109 102 ,01 0 706 1 18 0 • Y Z © N I C-Clamps to have retainer straps _ __ - w rvl Trapeze Piping to be either. Ill $g o z • z z z z ' - ?- - -- -? -? - - •- ? 2 1 �` z-iizhscn schedule �_ - . + ___ UJ .(i-' E Q ti n W U' 0 0 ' m M V k x1 9'-0 9 -0 -0 4) -0 14'-6 84'-10 ` _J IE Z 8 w= a, 0 Qi\ „c ns ,,. „s n „e I J tbm02g0 CD -r --- --- -- --- -- ,' 2 HANGER AND SEISMIC DETAILS a m o z �,ry, ' • -Ex� `�r - ■ ■M, , ' �,� 6 `:-2.0 SCALE:NONE __ _. -01.E,71".1,1 y11 ZO X=W K 2 2 2 2 2 2 2 2 2 2 V// }I j IL 71"N O- --.o- h 0--9'0 -0- 92 _0__92 -0- 92 _0__I3' 2 - '0 • - 12 8' 0 - ` >; rwwoa x�'z 1 W IIB 121 e I W ^X Sc fO ?? t- - -- -- - - NI ® +.1, © ry No Work I is Area Iry 2 �, 2 2 0 2 2 2 2 2 2 2 2 6'-6''70 , 9'-0 9'-0 9'-0 - 9'-0 9'-0 9'-0 • 14'-6 84'-10 o' �� m b aI�C1 .9' • .5 LE-to b o o l:, NI ® - m4. o 2 2 2 2 2 2 2 2 2 2 2 2 vi P, 8 0----•�-' 0'----0----0-----0----0-----0----0-----0 CO Ca 4 '� M g o 8,�-'f. 9'-0 9'-0 9'-0 9'-0 9'-0 9'-0 9'-0 14'-6 84'-10 8 cb a 4 I m +� m a N� m O vr� cn / �' O ' � -o -.. `t ^,1, < o m z 2 2 - 2 2 2 2 2 2 2 2 2 2 I \� 0 �\ W Cp O Z Lu Z 0 W 8 `,ah �� 9'-0 9'-0 9'-0 9'-0 9'-0 9'-0 9'-0 14'-6 84'-10 I`® RECEIVED . -I LLI Q cooa rl ® 0 �' a O U o_ Q tO• I, N1 ti 45; OCT 12015 Q v CA o cn o - 0-_2 _02 - 2 0- 2 -0- 2 o.- 2 _0 2 0.- 2 _0 2 0_ 2 _0 2 2 , ®�11tiI� CD b ® 9'-0 e'-0 9'-0 e'-0 9'-0 a'-0 9'-0 • 14'-6 84'-10 I ® CITY NGOF I DIVISION O Z o L u :..i 0 BUILDING - I re W 2 2 i.2 2 2 2 2 2 2 2 2 2 �1nI EmuLL fr 0-----�-• 0------0----0----•-0----0-----0----0-----0- di `Q,' fO. -"A tea♦ 9-0 9'-0 9'-0 9'-0 9'-0 9'-0 9'-0 14'-6 84'-10 0 Lo y� m 4 Ir W M CD .6,--n. LL $N eo ' 2 2 �12 2 20. 2 20. 2 2 2 2 2 1 \,� 9 N m M Z 6'-6th °� 9'-0 9'-0 9'-0 - 9'-0 9'-0 9'-0 9'-0 14'-6 84'-10 r RISEREOUIPMENTLIST: CITY tf A�f7� I v ie All RIs•r E mart Is Existing enols to amain Cl l 1 OrGtuW 4-- m0 o �° " I 0III w °u d grow d d REVIEWED FOR CODE COMPLIANCE 'll�� IIIIIIIIIIIIIIIIII " o f N I 0,e'Underground Supply Line N I 1)S'Ames 3000ss Backflow Prevenror ��� 2)6'wn•rnowSwitch Approved: [ 2 2 2 2 2 2 2 2 2 I \ 3)2'Main Drain o----0--9:Z.-0•----0----0-----0-- o ---0 4)Geug•rn Ass•mby OTC: [� 11111110_ 9'-0 9-0 9'-0 9'-0 L9 9'-0 1 -61. 84'-10 N�� �� Cornett to sten et removal of 4"BO EIb.J d sit#'. -F7 a ,t 5'�LSi IIIAI IIIIIIIIIIIIIIIIII � ® O - 1 ti l O O o {--- -"-- 0 fill ® D•or FNz Couplirp grooved BO.Top olrtwure88: Ld-1&04(.J ..--- w1.-2% 1SSuuite#. NOTE: Dashed Lines indicate Existing Pipe to Remain4°4sp By: nice: (o[�-(tomi � OFFICE COPY z c1 )_FIRST FLOOR PIPING PLAN ' � 0O O \.2.0 SCALE:3I32'�1'-0' I--,,/ Q �As,, CO W Su I Flow Test Data H draulic Information ‘ilih.._ HN 0 � ' ppY Yi- Z ' Test Conducted By Tigard Water Remote Area 1 �' C1) LL) 10 • Test Witnessed By Tigard Water OCCUPANCY CLASSIFICATION Spec.Warehouse4 E 0 rn CO Date of Test 06/17/2013 DENSITY 0.600gpm/ft2 for 2000.00ft2(Actual 2022.36ft2) f Location SW Bonita TOTAL HOSE STREAMS 500.00 ���EO PROF4-6's CL co (- Hydrant Numbers See Map In Calculations TOTAL HEADS FLOWING 21 cog NGINSF9 4, Static Pressure 105.000 K-FACTOR 11,5 4. 9 cc- 12089PE r N- Residual Pressure: 98.000 TOTAL WATER REQUIRED 1756.30 /� Flow 1680.00 TOTAL PRESSURE REQUIRED 71.209 le A"G. a410.4- Existing Connectionter is to Refer Outside Hose Flow 500.00 BASE of RISER(gpm) 1256.30 circulating water main.Refer to OREGON water map included in BASE of RISER(psi) 58.490 3 HANGER AND SEISMIC DETAILS 2j 0lb calculations. s SAFETY MARGIN(psi) +26.191 (26.9%) , 2.0 )SCALE:114'.I'-0 ��/�N C OLSO� PROTECTION PLANS Sprinkler Legend EXPIRES: 12/31/2016 Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature F P-2 .0 0 Globe GL1167 GL 129 11.5 Upright s Standard Brass 286°F Total = 129 FOR PERMIT ONLY 1 of 1