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Plans v° ■ lrl1.. 1I1V1 I_.VIIN.0111 UlLV(VIf1GV State of Oregon Structural Specialty Code 2 3 4 5 Concrete anc6 Reinforcing St I 7 g 9 ns a n concrete GEN - NOZZLE RECEIVEP cEN s I ❑ Special Moment-Resisting Concrete Frame G '( - PRU ❑ R ' ng Steel&Prestressing Steel Tendons GENERAL NOTES: . _741 PROJECT _ PRU NOZZLE 'B" I REFER TO SPECIFICATIONS FOR PIPE MATERIAL N t` j NOZZLE C " Structural Welding L REFER TO'PACIFIC COMBUSTION ENGINEERING" (1C T 5 2015 • _,.1.:.: - NATURAL GAS/COMBUSBON AIR FUEL SKID I. AE FOR FLUE CAS IUEC7TD-213HOT�R REV 4 © 1`_ ❑ I71gt1!'Strenght Boiling :ti° TRACNG FUEL SKID k CONTROL SYSTEM DETAILS " . \3` 4'421 PIPING SKID TO BE FIELD ROUTED TO �� I t x')3)1 5� •- j NG FROM FUEL AS REQUIRED. PROVIDE �FV(i{ _.-._ .....__. .-.-L..._ -_ __ .� ._,_._.__--._.. _..__. ....._.-._. :_-_____ _ ROUTE FOR PERSONNEL PASSAGE BETWEEN _• � ��rY OF r --WP_ 1'7 _ ___ __ —_ _— BUILDING DIVISION - ...wawa_ - r� ►'%_; - Al �a " yys*s?j `.° u l COMBUSTION BURNERS. B� _ ". I D QUENCH 0 w N RSa `' /elf!'' r ❑ Reinforced Gypsum Concrete . ALL SPRING SUPPORTS SHALL BE PURCHASED TOWER 1' � i �;¢s i/�" G�__..._.-._ -_.._-_.___---___.. ....._._._..._._�._._-- _---_.._._.__.______...--..—...-_.�- . WITH GLIDED LOAD COLUMNS,AND TRAVEL STOPS o WITH RETAINING MITES+ J, _ t '.1*'_ � `��, d ❑ Insulating Concrete Filly ;r I. CONTRACTOR TO FIELD VERFY ALL DIMENSIONS .. - © 'f "st v • 0 AND LOGTWNS PRIOR TO INSTALLATION. tt V t -. "s t� i f 2 s p . era 0'Spray Applied Fire-Resistive M terials ', 4,140;" 1:�a 't? j�® ( A' 1 QUENCH TOWER NOZZLE .Yi , [.� • L m' i -Pings, Drilled Piers and Cais ns KEYED NOTES: A GTL CLEAN OUT (� Pr �•- 0 /�• -•-1, `1. © I © HOT AIR BURNER ❑ Shotcrete j 2� �(R _Q)_-.__ _ _.Special.Grading,.!=xcau on and Filling 3 GUIDE WITH)6"GAP. 501AM scE V I� it V 3. STOP WITH NO GAP.'t.-.: __ _O-_ II= I 0 Smoke-Control Systems • 5. REFER TO AGdYX FOR INSTRUMENT �.- i L OCATIONJI NSIALlATION. E : i 1 `.. + ❑ Other Inspections 6 REFER TO SK-003.DETAIL 7. QUENCH j ! ---3.-0" { 0- ; CIT4 OF TIGARD TOWER •LA's 1'-8 1/8' __ REVIEWED FOR CODE COMPLIANCE io,os/,s ItESSUE FOR EORSTRUCT,ot4 12'-2 1/8' 3'-3 3/4" I 5'"7 1,_ 3.-3" ,, 1-9"_ 1 NIR I% ...kkk ,F ' 1 , .. De 3i/s 651 FOR CONSTRUCTOR -' RWR L �� I l�J F •VERTICAL 1 —_� I ' Permit#i'�b G_ �2 ` ✓b :3 FOR REVISION DESCRIPTION g 11'-1 i/8" SUPPORT, . - F I ! I EXHAUTST PIPING EXISTING 4" I Addis: ► - ~1 I \o N (�1 LOAD-480 LBS D U- : --. ------- , ----.- I Sulte#: I II CAP ',. 1:747...". i,{ N � " — • 11; Q [!a —I— L� '_ i — — — — — — EXISTING PIPE I j I ' SUPPORT OFFICE COPY ��� : GOOD Oats „B„5 D.A. L. _ Checker:N.ROUNDS qp.teat ._...._.__..___ __..._...._... ..�.- r __ .._.__.__..__ .._(.1:).4,_.. .._. _ _..__. _._ .. __ __.__ ....____.__.._._.__ _. - I i II I I I I Originator.R.REISER Soda 1/2'a,'-0- I . `Jaw6e CM Fie SK-001 , C A 8 '; D E F JACOBS GTL REDESIGN PLAN 5005 SW 4gda,n Rood 5e,1e 100,Lacs Omega,OR 97035 USA. 1d:1-503-624-3000 1ar.1-503-N24-3001 1/2"=1'-0” ANVIL (OR EQUAL) SPRING HANGER LIST PIPING LINE LIST • LEGEND: MARK QUAN DESCRIPTION MARK LINE # FROM TO II = PIPE SUPPORT LOCATION —PS-1 0 - NOT USED - 0 4" GTL W/6"JACKET & 3" PYROGEL PRU "C' NOZZLE QUENCH "C" X I = PIPE SHOE � ,C�0 PN OFFSN B PS-2 1 FIG. �B-268, SIZE 1, TYPE "F, HOT LOAD= 81.5 LBS, COLD/INSTALLED Q 4" HOT AIR W/211' PYROGEL HOT AIR BURNER QUENCH TANK TEE �C� (`� �.p O, LOAD= 100 LBS, VERTICAL MOVEMENT= +0.880", STD PRIMER FINISH O 4" EXHAUST AIR W/21�" PYROGEL PRU "C' NOZZLE VENT TO ATMOSPHERE Ec 888 PE PS-3 1 FIG. /9B, SIZE 6, TYPE "F", HOT LOAD= 421.5 LOS, COLD/INSTALLED • ■ LOAD= 478 LBS, VERTICAL MOVEMENT= +1.346", STD PRIMER FINISH Drawing Tide— PS-4 0 - NOT USED - •'EGON GTL REDESIGN PIPE SHOE LIST /7,29.>19 PIPING PLAN MARK QUAN DESCRIPTION v� Q�' C) • PS-5 1 FIG. #98, SIZE 8. TYPE r, HOT LOAD= 612.9 LBS, COLD/INSTALLED LOAD= 700 LOS, VERTICAL MOVEMENT= +1.162", STD PRIMER FINISH S-1 5 RILCO HOT SHOE HS-6111CW (4"x70) ` 1C/1 A. G PS-6 1 FIG. f98, SIZE 8, TYPE "F", HOT LOAD= 608 LBS, COLD/INSTALLED S-2 2 RILCO HOT SHOE HS-6111CW (6"x80) — LOAD= 701 IBS, VERTICAL MOVEMENT= +1.238", STD PRIMER FINISH S-3 1 SPECIAL RILCO HOT SHOE FOR 3500 LB LOAD, SIMILAR TO HS-6111CW (4"x70) J EXPIRES: b(;p 2417 1 Drawing Number PS-7 1 FIG. j98, SIZE 5, TYPE F. HOT LOAD= 279.6 LBS, COLD/INSTALLED S-4 2 RILCO HOT GUIDE HG-6111CW (4"x70) Client LOAD= 319 LBS, VERTICAL MOVEMENT= +1.727", STD PRIMER FINISH A PS-8 0 - NOT USED - Project No. Jacobs Drawing Number REV PS-9 1 FIG. fB-268, SIZE 0, TYPE "F", HOT LOAD= 77.7 LBS, COLD/INSTALLED 25PW3013 SK-001 1 LOAD= 86 LBS, VERTICAL MOVEMENT= +.556", STD PRIMER FINISH DO NOT WALE -Tide drawing must not be adored manually. , ■ _ ,