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Plans (48) F PS2020-00004 OFFICE COPY CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved 1 ii ir If II OTC: [ ] - r Permit #: - ` Stlz" FLOOR (TYP) I E SE'�� oOLX 7� 1V-61/2" CONC DECK I Address: r �� 1-9' Suite #: y R4 �- Open To Below By: J 1 - -a� 9'-O"AF 21/2 ..4-7- Date:C: �. .. - . cNi „ CD J LJ I.. I �.. + c I oFic I r I I .— LUN HRVOM OF 4i4 O FIC15 FFIE,E FFI E OF,=1C 413 416 I –17 419 (01 1 1 1� 1� 1 - -.-i — 1 1 1 10-1:1 -o .- -s �. I 15-6 �t,-o 1: a ► 14-1 I 1- r I -3 I 114 ,I0( I I I -I ! o L- i _, -•zr __I C.) L E M 4—: —2 iii, -I—ELEVAT _,ELEVATOR I -- I 1, LOBBY V A ro I II /\ 400 UP-.- I I ' I i � , ___. .A15_2I- 1 F 0I \ 1 o I 4'-O"AF 21/z I , , , , �' :�: 1Km 1 EASE PROVID1 1E `+4,/ Dt4-- 1 ti I I , PL A 13 to N.I.C. i += -- - -- I COMPLETED NFP :a. MATERIAL AN ETAS T ® — I CERTIFICA I� I94EoN �, COM '� �v�4o3 ai 8�� t4r_ r Q 12-0 Ib-o 16-0 !I-tt °�'1' -7 tt�-o FINAL INSPECTION ""� o • o LOQNG 2 { — — I \ 4th FLOOR wL,. 48'-5" C o -- UNISEX 12 TYPAIS .NO. 01PB*OFFICE c41 ; 1 119 r IrW4EiRi A20 1IT 1i 117_ �� -- 1 f — LJ LJ I •-rt ix (8' f �� 6–€TE1 ori — 0 _QuAF ?t/z : • T-r 221 IL�'JI O �k 1 11%2 ® ® 1 �:� ��� '6''14... 1 F 24 o !-I I I �7 pa e 3 21-0 ml 21-0 �-�- 10 2-1 4-4 1 -10 10-3 - _ I s s G� °1•n 115a t-�_.s-1_.- �-� i 7-a oa ° ° 1 Z ,.. - �;, 3 ! r S7��i "-----..._9'-74- g,2,qF I— c� I {� SER K a�_ L 1 1 _--J 111 -5" 449 4 I �V o 1 i _ N e, —s-z• c- .. ._ C) r'LOTTEB1 y r ,:i\ Ii 1 I�lbi '�I JI n ;� CCP1E �j j 1 , , �, mor• 0 3.7 0 - 1 1 r-2 1/2" FLOOR CONTROL �� �� . 37 R 1 __ - 14 ) - i — 111 f -1 �F R +9'ON 4" STANDPIPE c—� a t:► to-( 1 -a �! ^ `%� '"f '4 OO 1 OO FLEX BL111 IED S P R I N KLER N.I.C. +4 (EX1SThl ) 1-9 9 „r $ • _ 1 _ ii G HEAD OR 2-INCHeN i I ° 2i� 24 -2o• I 1 I ��? i-o -o I .a �x Ila-a �C �6) i 0 REC�FPTION I , c I OVERSIZE RINGS •71 ' !00 1 `- ..a.„,"-' 1 / TERP 10 02/z DN U oR. IN I! e1 cr i .___ __ I 1___ € I 4 -0 AF 1 1 0-E , 1 TI, 1 „..:tJto-3 T f U Z O 8 " 1Z•D 121 1a-w __ R2?_ � L. _ —20 I- N.I.C. . �- I . -�;.- � ,, __71<e''. � POWER pFiIVEN SNOT IN- ,frr —tp o o - - I I t ANCHORS USED FOR . . _ _�� • O _ I < SEISMIC APPLICATION �, — -- — �, SHALL f3E©I�IFtE SPECIAL '-'� 6-5i) ta-1 r ,Y __ _ 1!1 1 < INSPECTION 2nd FLOOR a 7:II erl j1 I 1�I 3-7 � 18-01 JS �H.INTERP 101 �. ,, . `� 1 /1 )„ � "1 t2r `` --- — 7i ( I E , I Ir '' WEST -9 - .... 13-3 NCE C17NFREMCE1 1 1 CE 4� i ° l I _�.. �' YY C S 1 STAIR 1 p 1 CONFERENCE I O O O �� O 403 o ao Q 111 I �-� I QU?�G o� I < NOT TO SCALE P-1 l R MOTE.AR' EA co .,,.A. -\,,,,/\ - .- /\ N.'` . .— GO -- s:''''5-' - ® 030 040 050 ® co 0 0 . , .., . I ....... .......,_„,,,,,,,6 _.. , _ ,. /� 4TH FLOOR PLAN 0 4 8' a vena I 72 I . � �: it 97223 m a 1/ ?1 — — 1} I. iI 1 I Q! Q �n+>,mrB,a ,"c„ pw �.� kt �T ^"`. 1/8"=1'-0" Hydraulica,Iy Calculated System ...rw,.. ,,..,uv ,BDi PFP SHOP bRA*INGS ,mow,"., a �- iNe os sAo1M oa II o1:-'.141' :: - gtfe i 4p ail!la FP-1 dated I 1/20120 I � °' 1,..... 't „: for R1RI *EST (MILLER ENGINEERING) I v+ •ro yy a. - .,..:.,,,,,, oI 19600 Sit OAK STREET Icontract no 31-16111 '°"w., o,g-16-$ .-,,,,,„ Ls designed to deckov at a role oil 10 I gpa +:uo of,siovoosED SAV �(1/ i Maio per eq R(co?)of floor area oyer a main=area a scF rss�l+ *e M c -..)1 I I I a f, (m2) appied ,Wy9ER OF LOW POINTS Ay.�q ' y 900 70!IE DRAINED*OW at ale rate al 275.1Loos „) ,IS. TION DT nom: at I 57.3 I pig .417 - � (cors)of ale kw of ala rile "7- ' �§ p� ..�,� . retJ � �. �' �s abuse at I 100I (w +1 o . � in the FIRE FLOW DATA -1 tx LIGHT HAZARD II STATIC PRESSURE: 100 PSI/ -4-:* I N/A I (4th FLR 9-22-19 INSPECTION TAG) r. „-..n I N/A I RESIDUAL PRESSURE: 73 PS , �'n _ kidded by r ATRIOT FIRE PROTECTION, INC I (2nd FLR RISER PLACARD) 0 ��0 FLOW 275 GPM = ,� ;.. � (2nd FLR RISER PLACARD) NOTES 1. T.I. DESIGN IS PER NFPA 13 (2013) FOR LIGHT HAZARD. 2.ALL ARM-OVERS &DROPS TO BE 1”THREADED SCH.40 BLACK. 3. ALL HANGERS TO BE PER NFPA 13 LOCATED BY FIELD PERSONNEL. 4. NON-COMBUSTIBLE CONSTRUCTION. VOID PROTECTION NOT REQ'D. 5.ALL GROOVED PIPE TO BE STATE PIPE FLOW. 6.ALL THREADED PIPE TO BE SCH 40 BLACK. HEAD LEGEND QTY/SYM DESCRIPTION 43 0 RASCO, F1FR, 155°, 5.6K,CHR, REC.SSP —�� 18 X RASCO,J112, 155°, 11.2K, CHR, REC. ECP 1/2"x 33/4" HILTI TZ K*IK BOLT . �. ( �/I 2 {e} RASCO, F1FR,200°,5.6K, BRZ,SSU ON 1"SPRIG .4444. 63 TOTAL ' e• i JOB: nl 41' ATRIUM WEST (MILLER ENGINEERING) q+ q -1 a • �, AFLEXHEAD INDUSTRIES 9600 SW OAK STREET, 4TH FLOOR TOLCO FIG. 980 c v� v 4 FT FLEXIBLE CONNECTION DEFERRED SUBMITTAL REVIEW f SWIVEL SWAY BRACE -� TALAY ISIS TIGARD, OR 97223 / ROD COUPLING�[J HILTI K /IK BOL ® lN GENERAL CONFORMANCE WITH CONCEPTUAL SITE CONTACT: DON CHRISTINA TOLCO FIG. 1001 � DESIGN CELL: 360 921 2579 3/8" ATR 0 IN GENERAL CONFORMANCE WITH CONCEPTUAL DESIGN EXCEPT AS NOTED l 1+ SPRINKLER HANGER RING ---�1 PATRIFPO99CF o - MAIN ,=, ,� RECESSED SSP IN T-BAR This submittal has been reviewed only for general conformance ATfl I OT CCB 70822 with the conceptual design of the building and has not been METRa 2503 , reviewed for conformance with anyapplicable codes, or means FIRE PROTECTION INC. �' PS - Irl' _ Pp 1^f�l�TRO#T 2503RE.CO�f TOLCO FIG. 4LA =v and methods requirements. Nothing in this review is intended to PiPE CLAMP HANGER TYPE K applicable code requirements. VANCOUVER, WA 98661 -1 843 FAX:}I t} F E E X H EA D DETAIL authorize any aspect of work that is not in accordance with 4708 NE MINNEHAHA ST. PH: 360 699-4403 (360) 699-4485 By: D. McCONNAHA JURISDICTION TIGARD EARTHQUAKE BRACE DETAIL KO/IK BOLT NTS 01.14.2020 DESIGNER BAKER SHEET DESCRIPTION Lr Date: NTS219360 DATE 1 -20-20 1 OF 1 F P _ 1 ARCHITECTS Project No. JOB N0. 32-15177