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10575 SW CASCADE AVENUE STE 130-2 ...................................... E-� i,i MA'ERIALS ITEM SIAMP SIZE MEMBER e 1 -5 I NOF TES: j ,Iliac, 10'-6 ,, -10'-6 —11'-10-A„ 11 ' �—_ 17'-7 "--- 8 "�°° DESIGNED PER 2003 IBC — '— •—K`J r—IN •—IN IN IN � ►EB-1 �, EB-2 �, EB-3 — -,._-- � - - ----- EB-5 - _� - 35 PSF LI ,/E LOAD 1/ 0 7 � r—IN SEISMIC Ss=1v,o%g S1 =37%q Soil Class D o , - 1 o Use Grp "I Design Cat "D" J-4 J-1 J-2 J-3 5 - r=— _ �_ I ----- (4) a'sa (4) J"O �' ?_.) 2500 PSI CONCRETE FOOTINGS ON ' �") PSF 1 I ANCHORS ANCHORS r AR 1 I I (3) 0 _ -T - I ALLOWABLE SOIL BEARING. CrADE o� REB ANCHORS -T-' T J-t J-2 J-3 J-4 J-5 I I •—IN 1 1�IN SIN 3.) ANCHORS TO BE HI LTI KB-II OR EQUAL 4" EMBEDMENT ►71et I m N '�' '? in 1 0„ 1 ,,.- 1 �„ „� 1 1 „ , „ 1 „r- PER ICBG REPORT# 4627 w/SPECIAL INSPECTIi, J-1 J-2 J-3 J-4 J-5 N C- 1 C- 2 C--2 4.) ALL STEEL TO BE A36 UNLESS NOTED N i WIDE FLANGE BEAMS & CONN PL's Fy = 50 ksi COLUMNS Fy = 46 ksi EB-8 ��' ALL WELDS TO BE PER AWS w/ E70xx ELECTRODES J- J-2 J-3 — __MJ-4 ALL BOLTS TO BE GRADE 5 UNLESS NOTED J-5 w/ WASHERS ON BEAM CONNECTIONS R � �1 J- J- J-3 I ..� I _ J-4 J-5 5. DECK TO BE 1 - 1 //2,1x 22go "E" DECK I ' EB-1 -' - LAID PERPENDICULAR TO JOISTS. #12 TEKS ® 12"0c TO ALL BEAMS & JOISTS tl c� EB-6 �� EB-3 G� EB-7 J-5 I N 00 m _ �I z 800 lbs AC UNIT 70 J 1 J-2 R J-5 m: /-DECK ECK E5 - ----- /DECK Q EB-6 —7 -lilt J-1 J-2T-- J-3 -- J-4 J-5 • •1 � O O L' J EB-8 7 ___— - -- -- J-2 J-3 J-4 G i"x6"x6" CLIP �3 �" Wp- 5"x 14" P _— - /(2) "O GRADE 5 /(6) 5/80 GRADE 5 E i"x6"x8" CLI BOLTS - 4" oc BOLTSDS 5/8"0 GRADE 5 BO J-1 J-2 J-3 J-4 _ J-5 _ j o N --IN 4 TYP. BEAM- JOIST CONN, 5 TYP. 14" BEAM-COLUMN CONN. ! 6 � � T TYP, BEA! BEA%V CO%N I I I i I � S 1 / S1 -- J-2 r� J-3 J-4 m J-5 CID I � I J-1 - J-3 J-•VJ-5 I OErK — — _ 114V 5/8" PL 0 o CONCRETE Fll_L FF i ` M EB-1 GEB-2 C. Ed-3 I c� mom= EB-4 G"rL _ `o M 0 O _ ,o .f —.______W. _ E8 5 1 1 ` CONCRETE _ l­KN 3/16 41 1 00 1114 41 4 4"x 5"x 10" 'NEW COLUMN FOOTING- /(6) 5/80 GRADE 5 BOLTS - '- 1 #5 4 1Z oc EA WAY "J 1 STRUCTURAL.PLENUM FIXTURE SCALE 7/18 �! TYP, 10„ BEAN;-COLUMN CONN. 1 -J — -0 I _ S1 3'-0” SQUARE or 2'x4.5' ® C-1,2 _ 4'-0" SQUARE 0 C-3 g TYP, BASE CONN. S1 - EB- ___ - -21 _ I 1 V V c) U U .I (O N I COLUMN BASES O 6" BELOW FF I JT D PRO,cfJ' 2 FRONT ELEVATION ` �`` --- SCALE 0L •� O N MEMBERS "" [`Ai(_ 1 2 - -- �d J 1.2.3.4 JOIST C8x 2.5x 14ga Fy=55ksi J--5 J01STG O: rid \a C10x 3.25x 14ga Fy=55rsi PP . ()005 �i ER- 1.2,3,4,5 EDGE BEAM W10x 12 �� i a5 ( 5 EP- 6,7,8 EDGE BE/•M W1 Ox 12 REv. DATE DESCRIPTION DRAWN! APP' _ \rM. —_ ----- DISTRIBU --- PQUIPMENT ROUNDUP TED BY: , I 1 2-16-05 FOOTING DIMS. _ BEN MURPHY INDUSTRIAL > � y PLAN AND MANUFACTURING P T )Az) - .i,3,�,6 SIDE BEAM OR LANG RN w14x �2 _N, N0 EGON l� hltp www.oqulpment-mundup.comF�R SP -4 SIDE BEAM W14x 34 1100NF14AM • VANCOUVER.WA.~5 42046N CROOt;F0 STICK RO•AN/HILM.A?44W En 6— AI PHONE(mo)R701171 • Forr (mr.)Sm.1201 PHONE(0^A614" • Fes 02J) AIa°J1' Y. S. BEATTIE O1/26 '05 UT�Sg ; 151Dc BEAM W14x 22 - r ,HEMCON �,_ � ? EL. I'OWALSVI 02/10/05 105?�SW CASCAnE AVF_. SUITC 130 12.13,14 SIDE BEAM 1h'' 4�c 22 - W j --_. ` 1 ) � ft CHECKED B TIGARD, OREGON / / ~ , 'y► 3y''u: l._ .�, COLUMN H3S 5x 5x 3/16 APPROvEDBY. ITL ..A - -�-- I STRUCTURAL PLENUM FIXTURE �- yy 3/16"=1'-0" D 01 or -- ORANINO Ns.: SC ALE: S12E SHEET ,108 Ne.: ""'------_ FILENAME: 05008-01 DWG 11 v I I 1 • LEGIBILITY STRIP ^m DSO. 2 3 4 5 6 7 A 9 10 11 12 13 14 16 17 18 19 20 21 2i� 23 24 25 28 217 26 29 30 1 71 I , OI u� (4 I I� If 11 I'�I41 I '�1III'I'II 25X.,'II' IIT' I`I'III I'I I�I'I III'I' II I+II III�itI I II -..,y, I I II'' I i I I I..).�Al I WMYM !•rM, fi+^Mn '•!+ MMA�I , v4+i,!.{I,r.V-1�.+ H+ar,•4,+. �I !+•�1.4-+ .h.+�-�I�,�.I,I.�,F�M�i I I.� H.)J 8�1� �� � I .�" I I e � ', - • I Y .. r... xh1 1 ,Y , II z;. I, _ BILL OF MATERIALS On ITEM STAMP SIZE / MEMBER --�--7- I�yr, S � 54'-6 1/2' 47'-6 3/16" 71 NOTES: r r a -6 1/2' 12'-3" 15'-10 3/Is" -KN •= •-KN 1.) DESIGNED PER 2003 IBC 125 PSF LIVE LOAD S 3 0< Soil I " S9- 1 58-22 SB-23 •, � �� SEISMIC Ss-106`og 1 =� ?°'� _ o Cass D c' 1' Use Gr " " Design Cct " (4) "O �4) J"o I PIg D J ANCHORS �-� ANCHORS TT� 2.) 2500 PSI CONCRETE FOOTINGS ON 1500 PSr ALLOWABLE SOIL BEARING. GRADE 60 REPAIR 00 ' N N 1 +N •'�N 3. ANCHORS TO BE HILTI KB-II OR EQUAL 4" N N 1 1 1 ) PER ICBG REPORT 4627 w SPEOIAL INSPECTION ENT I N N N N I N N N (`J N N I NI N —1 �-0" � � /- m I I 1 I m I I I I I I m I I ' j --1 '—O"- W 1 ') 7 LJ -� '� "� 7 LJ n I —) I II Ln C-- 2 ,22 C-23 4.) ALL STEEL TO BE A36 UNLESS NOTED 5-' 15/16" N WIDE FLANGE BEAMS & CONN PL's Fy = 50 ksi COLUMNS Fy = 46 ksi se-2 _ se_25 a-26 SB-2 ALL WELDS TO BE PER AWS w/ E70xx ELECTRODES ALL BOLTS TO BE GRADE 5 UNLESS NOTED w/ WASHERS N ON BEAK' CONNECTIONS • I M n 5.) DECK TO DE 3/4" T&.G PLYWOOD OVER N N N N I N N NN N N N fV N N N N N N N N N 1 -1 /2"x 22ga "B" DECK LSI I LAID PERPENDICULAR TO JOISTS. #12 TEKS 0 12"oc 18'-7 5/16" I 01 TO ALL BEAMS & JOISTS L� I 3'-0 o SB-28 C` SB-29 � SB-30 c\ Ery 17'-9 5/8" �i 10'-B 1/4 7--0 5/16" �'� .K, /{DECK 121" 17 E C MEMBERS1� �— I d o O D _ J o STRUCTURAL MEZZANINE J-25 JOIST C10x 3.25x 14go Fy=55ksi -� J- o _ SCALE' rile"'-,o —� T I 3/16 0 EB--?_1,22,23,24 EDGE BEAM 1 BEAM W12x 14 /S :- I - d o o x/16 I � \ \SB-21,22,23 SIDE BEAM W14x 22 \ i"x6"x6" CLIP p �"x 5"x 1a" "k "x " IP SB-24 SIDE BEAM W1 4x 26 --W/(2) J"O GRADE 5 i--5"--� `vv, (6) 5/80GRADE 5 `-w J3 65/8"mLGRADE 5 3/4" T&G PLYWOOD OVER BOLTS 4 oc BOLTS BOLTS - 3" oc 22go 1-1/2" "B" DECK SB-25,26,27 SIDE BEAM W14x 22 5B" se- SB- SB-26,29,30 SIDE BEAM W14x 22 4 TYP. BEAM- JOIST CONN. 5 TYF. 14" BEAM--COLUMN CONN. 6 TYP. BEAM-BEAM CONN S 1 S 1 S 1 ------- C-21,22.,23 COLUMN HSS 5x 5x 1 /4 10 V U U U L) U U I COLUMN BASES ;CK O 6" BELOW FF 1 /4� 5/a" PL FF CONCRETE INFILL - •� I O O 1 1'--r N T0 O I CONCRETE SLAB — JI 3/16 � • • • • I�• • ' , 11�' , •' ' . •I ( i i i ' "x 5"x 12" �p 'NEW COLUMN FOOTING—FRONT ELEV;,TION j I J I • SCALE 3i1.1 o /(6) 5/80 GRADE 5 - • BOLTS ' 1 #5 ® 12"oc EA WAY 5" CL R . 7 TYP. 12" BEAM-COLUMN CONN. 2'-3' x 4'-6" '0 C-21 �51 4--0" SQUARE 0 C-22 3'-6" x 7'-2" ® C-2.3 TYP. BASE CONN. J GUARDRAIL O 42" ABOVE TREAD NOSING v HANDRAIL O 34-38" ABOVE TREAD NOSING \ EXTEND 12" BEYOND TOP RISER EXTEND 23" BEYOND BTM RISER o I Ce= 11.5 STRINGERS \ 11"x 42" TREADS 6.76" CLOSED RISERS e A 1/'c AN04OR 18'-4" r f 3 Q ELEVATION STAIR C�a�e SCALE: A.l- r M REV. PATE DESCRIPTION DRAW APP: ��Ert� EC�U/PMENT ROUNDUP DISTRIBUTED 0Y: l P 1 2-15-05 FOOTING DIMS. BEN , MURPHY INDUSTRIAL PLAN _ l' ' AND MANUFACTURING PORTLAND, OREGON uJ v V ``.1/ N hllp www prou ufpm�nf- ndup.00m 1100 NE 14M • VANCOUVER,WA.OW IPDM N rROOKEO IrMN Rn•ANrWA#AtIIM000 „ PHONE(WO)D10-/1rl . Fair (W)370 1P01 PHONEW31861mm•FOR 101291mt4sm DESIGNED By CUSTOVF14 S. BEATTIE 01/26/05 H N W— J� `=.4 �� — r M L. KOWALSKI 02/10/05 10576 SW CASCADE AVE.SUITE 131 CHECKED Bre — _ TIGAIRD,OREGON APPROVED BY Ti". 7N 3/16 -1'-0" DE.t 02 of STRUCTURAL MEI.ZANINE '7 SCALE: " StzE �EJOB NO DRAWING No. 0008-01.DWG rl-F NAME e S2 . : •.,:... .i. ,. 1M,A,n+va..s.v-..,rr...+,rww.n.+r.w rw..+wexr.aw a^.eFMw.'.•-w ...r+w..e,wn, .... .., ..- .-... ,..w...............i.v.........:.w.+.M+a+_.v..wwo..»..v., ........ .,.,.. ....w,,... ....,. '' �m I I I,.lili '.il IIS SIi:'i{�III IliillILII' Iliiiiiil.l(' I II I. I ..njwi .li'i,l ' i ih..+�l'I',:I' i it _ LEGIBILITY STRIP IOmm. m i 2 89 9 210 I I I!2 13 14 1 II6 117 116 118 210 121 22 23 24 25 28 27 28 29 30 '�t fit ! t'' �f HONI • laa: LI o 0. .. F 77. �, 9 HOW Sul o 't '- , •-3i I i :� iGo/9MI Ikon6' d: y( 4Y t SSSi✓i®iiI - q ��fi=�0 II I t 3 pvfA 41, HF.M��tt�t>� A(`f- +t.'(�:�IYI W)( 1"F' 'H�'r 0L-L�t;�1-_S Ste• K4�t •y' '1 r - _ - ,.+N� t O n 1 05 7 SW CASCADE AVE , SUITE 1 30 f :t., of �.: Y , I TIGARD , OREGON 97223 - i! 1r T lo.�° �p L) �_Il ._�. -SIF''° • Z a :Y _ ,!I• �"}t 10575:8W CA%cAde'Ave,-� z 'T` I ipOrtlond, �7R 97223 i VV FACILITY EXPANSION MANUFAC URING '. '4r DRAWING TITLE _ REVISION _ DATE / L i G0.0 GENERAL - TITLE SHEET v�..r i _ •s _ -y - 1 Y _ _ ( ~ \ ^ 18 05 17-­ 04,,/ �>� ///�\ T - A �.-•..-.... V....•.,VV.....-....- ,--......-.-..•„VQ...�..,,.VV•.,.,,,•-.,.r k� 6w A �' - I '` •�_' T MIM/.AM/� 0 - '-'�'G �I 1 - - 1 •t �� � �. � � � ,dry- , /•_n�• .�� I _( ARCHITEC URAL - PARTI�IL FLOOR PLAN & DETAILS �.,.,v.,,,� ,� 04 18/ 1 `1 � (`r ' t^- 'mss it U " 4 T 4 ..•��� ........�.._... N' fr URAL ����Irr•�•� P /� ail �, 1 f�.^,I y a�.srsn.� _��-.z•. �+,/ !' q ``� Hill", v^ 11Q.•..V•.,-.-.,�--v-••-..-..-.r,,,,-„-„-., 7 `''�R._.�.�.�.J�•_ i � 3� -., �;�% •'t - 0 3.2 ;RCHITEC URAL - GENERAL DETAIi_S 2 c)a 18/0. �: �----- I G �, ° '�• A4.3 ARCHI*rECTURAL - PARTIAL REFLECTED CEILING PLAN 1 04/18/0 4.4 ARCHITFCTURAL - PARTIAL REFLECTED CEILING PLAN 1 04/18/0 x`�`'. A6.3 ARCHITECTURAL - PARTIAL FLOOR FINISH PLAN 0 1 07 05_,..�.,........�,..,.,...,1 I `I A6.4 ARCHITECTURAL PARTIAL FLOOR FINISH !'LAN U 1 / `' - ax 'g' II s � - II "'" �' R 0 , 0 7/05 k 11. �, p ( - -- . S0.1 STRUCTURAL - GENERAL NOTES �wl.„..Yw�..,.,,., C4 1 � _T= l i .,_,._� �� � ? 8 0� «,« « - S2.1 STRUCTURAL - FOUNDATION PLAN I 04/18/05, l!� cn S5.1 STRUCTURAL - FOUNDA ION DETAILS 1 04/18/05 1� �I. S5.2 STRUCTURAL. - FOUNDATION DETAILS C4/1 8/05Z c S5.3 STRUCTURAL - TRENCH DETAILS 1 04/18/05 4/1 / 5 VICINITY MAP I z _MFQ_H CAI _ w M0.1 MECHANICAL - MANUFACTURING EQUIPMENT LAYOUT 2 04/11�8/0 �' Z LJ � M0.2 MECHANICAL - MEZZANINE EQUIPMENT LAYOUT 2 04/18/0. M0.3 MECHANICAL - MANUFACTURING F)UIPMENT SCHEDULE 2 04/18/C5 N 6 M1.1 MECHANICAL - MANUFACTURING HVAC PLAN 2 04,/18/0 ' a s` M1 .2 MECHANICAL - ROOF EQUIPMENT PLAN 2 04'M 8/05 E M 1.3 MECHANICAL - PRODUCTION REFLECTED CEILING; PLAN 2 04/18/0, C) M1.4 MECHANICAL - PRODUCTION HVAC PARTIAL PLANS 2 04/18/05 s M1.5 MECHANICAL - PRODUCTION HVAC; SYSTEM SCHEMATIC 2 04/18/05 -- l M2.0 MECHANICAL - MECHANICAL EXHAUST PLAN 2 04,/18/05 - , ' > k M2.1 MECHANICAL - PRODUCTION EXHAUST SYSTEM SCHEMATIC 2 04/18/0.+18/0. ,-r 169.1 ' w M3.0 MECHANICAL - PLUMBING PIPING PLAN 2 04/18/05 (! " M3.1 MECHANICAL - SANITARY AND PROCESS DRAIN PIPING PLAN 2 04/'18/U- 1!- M 3.2 MECHANICAL - CHILLED & COOLING WATER PIPING PLAN 2 04/18/05 � I • M4.0 MECHANICAL - PROCESS PIPING PLAN 2 0418/0 tse. : M4.1 MECHANICAL - INDUSTRIAL WATER P&ID 2 04//18/105 '� -►67.5 , i M4.2 MECHANICAL - COOLING WATER PfcID 2 04/18/0, `' e • ' 4 ,6 M4,3 MECHANICAL - WASTE NEUTRALIZATION P&ID 2 04/18/05 PAVED M4.4 MECHANICAL - STEAM SYSTEM P&ID 2 04/18/05 '! M4.5 MECHANICAL - CHILLED WATER P&iD 2. 04/18/05 M5.1 MECHANICAL - DEIONIZED WATER P&!D 2 04/18/0 M6.1 MECHANICAL - N2 P&ID 2 04;18/05 '�, e ` - +� M vi M6.2 MECHANICAL - OFA P&ID 2 04/18/0 / / II 7 1 HA ICA - I S _�...,........�,.�..,...�,..,....,........ ,��..,.,......_..,,._ 4..11 1, 5 ` � o / © '�Ri.� 1 �s � W g � �� i K t68.3 / /` • A N AN�LEG-W',",.V.....r �VV.r�' „V„-....•.. i : p N d E2.1 ELECTRICAL - ONELINE DIAGRAM 00 J 2 04/18/05 ,: i��/ e ! ! a 4 _ I E3.3 ELECTRICAL - PARTIAL POWER PLAN - NEW 2_ 04/18/05 �`, / PROJECT �s�� W , cn E3.4 ELECTRICAL - PARTIAL POWER PLAN - NEW 1 02/ 16/05 �. , , AREA d E3.5 ELECTRICAL - EQUIPMENT DECK POWER PLAN - NFW 2 04/18/05 `'�. �--' / 1 z F _ 1 ..� j I I ` o o W E4.3 ELECTRICAL - PARTIAL LIGHTING PLAN - NEW 0 O i 07 05 �11 „'�63.e ., PARKING , � � � � � E4,4 ELECTRICAL - PARTIAL LIGHTING PLAN - NEW 0 0'I 07 111 �1 `` \ I CAI G / /05 1` cbo t E4.5 ELECTRICAL - PARTIAL HI-BAY LIGHTING PLAN - EXISTING 0 01//07/05 1` � �� �� ` o E4.6 ELECTRICAL - PARTIAL HI--BAY LIGHTING PIAN - EXISTING 0 01/07/05 E4.7 ELECTRICAL - EQUIPMENT DECK LIGHTING PLAN - EXISTING AND NEW C 01/07/05 -ELECTRICAL - F T 7 Y'r....„..., vVV Isis" I o W A 5.2 LEC RI AL - 0O LAYOUT PLAN VIEW 0 02 16/0 a �6�.S : W �; 6.1 ELECTRICAL - PANEL SCHEDULES 2 04/18/0 �\ A `\ o 6 2 ELECTRICAL - PANEL SCHEDULES 2 04/18/0 +, n �.�.,�. - RN 5.3 ELECTRICAL - PANEL SCHEDULES 2 04/18/0 6.4 ELECTRICAL - EQUIPMENT ELECTR'CAL SCHEDULE 1 .)2; 15/0 '�,., �,", �, y p 4 /1 ,...:,• ,,. ,` . ` x ,57. `' -fid,,,._ /I r Z i PROJECT INFORMATION �� a PROJECT LOCATION: HEMCON TAX MAP: 1S1W25B-00501 4 c .5 M w �' 10575 SW CASCADE AVE, SUITE 130 SITE PLAN � 0- to TIGARD, OR 97223 Z m ZONING Muc z 0 o o i ~ ' a BUILDING OWNER: AMB PROPERTY, L.P. < < 3331 S. VAUGHN WAY OCCUPANCY-, GROUP F-2 W AURORA, COLORADO ! �I o BUILDING TYPE' V--N FULLY SPRINKLED a, d o � BUILDING r W COMPANY �I MANAGER. TRAMM _ LL CRO CO 4 y./ (503) 644-9400 ALLOWABLE FLOOR AREA: ALLOWABLE WA r 5- • 1 ' • LL_ ) BLE LOOR ARES• ER TABLE .� B. .1,000 S.F. ENGINEER: EVERGREEN ENGINEERING, LLC ALLOWABLE AREA INCREASE PER UBC 505.3: ti��� �,�� 4; 5 off- 0 PAoff CAD FILE: 20827 NW CORNELL, SUITE #200 FULLY SPRINKLED - ONE STORY; TttIPLF OCCIJPANCY= 36,000 S.F. ti HILLSBORO, OR 97124 ' PHONE: 503 439-8 7 %7 � � ��48esPE ( ) ALLOWABLE AREA INCREASE PER UHC 501.1.1 : �a`� �� j I i FAX: (503) 439-8767 SEPARATION ON Two SIDE - INCREASE FLOOR ARFA BY 50%= 18,000 S.F. �� ) ,OREGOIN CONTACT: STEVE CRUF1 i � ' � � 54,000 - G(►'13.too, J r TOTAL ALLOW/ BLE FLOOR AREA. S.F. t>` GENERAL CONTRACTOR TO BE DETERMINED ACTUAL FLOOR AREA: 19,290 S F . L CL E f 2/31/2005- � rh t . •.. ::•.,a.,wuw,.,io•. ,.,....:pw+Wcll^u :EMRcc.MllnvL,.-ritlt..e:.�ti::-.:ai n.uAl.l1i74iyklpl.'Ykik.� -" ' - �p�,�� �' _" .,... .. . ^r^ II!' l li l!illillUll IIII�k111ilIIII IIIlilllil't111llfll(IIIIIIII�I,IIIIl1 '1I1I111111111I1llIII111fI111111f11111111!iIIIIIIIIIIIiI I�Illllillf I11 I�!III!Illl�llll!lill!I! I!IIIIIl1lI!1111 LEGIBILITY STRIP 110 1 t t,'t 13 I a 16 17 185 19 20 21 22 23 24 25 26 27 29 29 330 1 1 , • I oz ..�I�.l.l� A.I,� �, ..'�������1+►:hrl4nr��l����+. x�na..l«IJ.���������,�„� �����r��,. ....;rsu,, �� I:,. w I HEMCON .: .. .. �. 11 7 . r 71 „ . .. ...- . _ . .. . -•... .... .. -. _ .. .. _.. .. „ .. . . .. .: r . p. _.,"lw4i , . :,k,. GENERAL STRUICTURAL. NOTES GENERAL REINFORCING STEEL FIREPROOFING ABBREVIATIONS I 5EDITION Yv REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BARS 1 MATERIAL$ AND WORKMANSHIP SHALL CONFORM r0 THE 2X03 n PROOANG SHALL BE APPLIED PER IBC TABLE 720.OF THE I'VTERNATIONAL BUILDING CODE WITH OREGON AMENOMEN'� 2 FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL 9E IN 4 ACCORDANCE WITH CRSI MSP--1 "MANUAL OF STANDARD PRACCCE" 2 ALL STEEL TO BE FIREPROOFED SHALL NOT BE PRIMED. E 2 IN ADDITION TO SELF-WEIGHT, THE FOLLOti;:N'G LOADS WERE APPLIED AND ACI 301 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR II PARALLEL MFR MANUFACTURER � BUILDINGS'. AE, ANCHOR BOLT MAX MAXIMUM LIVE E50PSPSr ON PLATFORMS 3 REINFORCING STEEL LAP SPL ICES NOT OTHERWISL INDICATED SHALL A&B ABOVE AND BELOW MB MACHINE BOLT BE ACI CLASS 3 WITH SPLICES STAGGERED BETWEEN ADJACENT BARS ADA ADDITIONAL_ MECH MECHANICAL SNOW ONE LAP I_ENGTH MINIMUM. INCREASE SPLICES PER ACI FOR TOPI AL ALUMINUM MIN MINIMUM r 25 PSF . DRIFT BARS #%ND L3r•R SPACING. MAKE LAP SPLICES ONLY AT THE LOCATIONS COLD F0RMED METAL FRAMING ALT ALTERNATE SHOWN ON THE DRAWINGS, AS INDICATED ON THESE NOTES, OR AS MTL METAL APPPOVED IN ADVANCE BY THE ENGINEER. ANC ANCHOR (N) NEW APVD APPROVED NDT NON-DESTRUCTIVE TESTING IS IC 1 COLO FORMED MLTAL FRAMING SHALL CONFORM TO AST ' A446, COATING DESIGNATION G60, ARCH ARCHITECT, ARCHITECTURAL NIC NOT IN CONTRACT SEISMIC USE GROUP I 4 MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE AS FOLLOWS GALVANIZED SHEE-f STEEL T' SITE CLASS D TYP UN. BC BOTTOM CHORD NS NEAR SIDE SHORT-PERIOD SPECTRA. RESPONSE, Ss j 0.94 CAST AGAINST EARTH 3' 2 WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 "STRUCTURAL. WELDING CODE; SHEET STEEL." BOC BOTTOM OF CONCRETE FITS NOT TO SCALE 1-SECOND PERIOD SPECTRAL RESPONSE, S1 - 0.34 WELDING FILLER METAL SHAH BE AWS A5.1 OR A5.5 E60XX ELECTRODES. WELDERS SHALL BE BOP BOTTOM OF PIPING/CONDUIT O.C. ON CENTER EXPOSED TO EARTH SEISMIC DESIGN CATEGORY D AWS CERTIFIED. SUBMIT WELDER CERTIFICATIONS TO ENGINEER. BIDS BOTTOM OF STEEL OD OUTSIDE DIAMETER IMPORTANCE FACTOR, IE = 1,0 OR '.iEATHER 2" 3 STUDS SHALL BE C-SECTIONS WITH A MINIMUM YIELD OF 33 KSI FOR 18 AND 20 GAGE, aOT BOTTOM, BOTTOM OF TRENCH OF OUTSIDE FACE a° IMPORTANCE FACTOR FOR COMPONENTS, Ip 1 0 50 KSI FOR 14 AND 16 GAGE. BM BEAM !� OTHER �_OCATIONS 1 1,12" OFC( OWNER FURNISHED, � r r. BRG BEARING CONTRACTOR INSTALLED WINO 4 TRACK SHALL BF. DEEP LEG TYPE, WIDTH TO ALLOW FOR FULL .,fUQ .NQ BEARING. 5 WELDED WIRE FABRIC ,MESH SHALL CONFORM 10 ASTM A105 DA51C WIND SPEED, V3S 100 MPH BTWN BETWEEN 0/0 OUT TO OUT " ou � EXPOSURE B 5 PROVIDE BRIDGING IN ACCORDANCE WITH MANUFAC'TURER'S RECOMMENDATIONS FOR CC CENTER TO CENTER OPG OPENING IM OR,T`AN�EACTOR, Iw 1.0 LOAD BEARING STUDS. CHKD CHECKERED ��-� OPP OPPOSITE 3 USE OF (OR ATTACHMENT TO) EXISTING UTILITY SUPPORTS NOT CIP CAST IN PLACE OSH OVERSIZED HOLE a SPECIFICALLY AUTHORIZED IN Th!S PACKAGE IS NOT ALLOWED W/O GROUT CJ CONSTRUCTION JOINT PC PRECAST PRIOR APPROVAL FROM ENGINEERING. -w �'�� CLS CENTERLINE PERP PERPENDICULAR (J 1 GROUT SHAL�C�ONFORiM�,TO ASTiV 01107, NON-SHRINK, NON-METALLIC, 4 THIS WORM, OCCURS NEAR AN OPERATING FACILITY. COORDINATE NUN-GASEOEMIX YPE. �y r- . CLR CI EARANCE PLOS PLACES .J a ALL CONSTRUCTION ACCESS AND OPERATIONS WITH THE OWNER TO �`�`�� S f t C I A L INSPECTION CMU CONCRETE MASONRY UNIT PJF PREMGIDED JOINT FILLER J 6 AVOID DISRUPTION TO ONGOING FACILITY OPERATIONS. vv`.w-�.�.�w�, CUL COLUMN PL,It PLATE � 1 BASED ON 2003 IBC CHAPTEP 17, SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING CONC CONCRETE DRUJ PROJECTION 0 m = 5 THE CONTRACTOR SHALL ESE RESPONSOL.E FOR STRUCTURAL STABILITY ITEMS EXCEPT AS NOTED ON THE DRAWINGS:w CONN CONNECTION DURING CON,,TRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS PVC POLYVINYL CHLORIDE ' HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY CONCRETE ANCHORS I M CONTINUOUS ' WRI IC CONT CONTINUOUS (R) RELOCATED L W �� • CTR CENTER RE1NF REINFORCE, REINFORCING W 6 OFFIELD VERIFY EXISTING DIMENSIONS E AND ELEVATIONS NOTIFY THE ENGINEER ONCRETE 1 INSTALL HILTI HY-150 ADHESIVE. ANCHORS PER ICBO EVALUATION ER-5193. ti 1„ _a� >� CTRD CENTERED REQ'D REQUIRED ' OF ANY DISCRPANCY BETWEEN EXISTING CONDITIONS AND THESE. DRAWINGS. DO NOT PROCEED WITH AFFECTED WORK UNTIL ENGINEER HAS REVIEWED DBA DEFORMED BAR ANCHOR RTN RETURN Z LE c x DISCREPANCY AND PROVIDED ANY NECESSARY MODIFICAITONS TO THE WORK 2 INSTALL ITW RAMSET/REDHEAD TRUBOLT WEDGE ANCHORS PER ICBG A;'�'�' rl DOLTS & ,4' DBL DOUBLE SC SLIP CRITICAL o EVALUATION ER-1372, T SPVCiM ri PF?, a n r, x DIA, 0 DIAMETER 7 NOT USED r�l,_,"'t , 11 SHT SHEET Y a "OR" ' DP DEEP SIB STRUCTURAL ISOLATION BREAK w 8 3 INSTALL HILTI KWIK BOLT 11 EXPANSION ANCHORS PER ICBO EVALUATION alfa r� tiv � n � DWG DRAWING SIM SIMILAR C ER-4627, -- (E) EXISTINGSLV SHORT LEG VERTICAL z w STEEL 4 SPECIAL INSPECTION REWIRED AT INSTALLATION OF ALL CONCRETE STRUC� A:',A r EA EACH SOG SLAB ON GRADE � m FOUNDATIONS ANCHORS, UN. FIELD WKE INC ECS EPDXY COATED STEEL SPCC SPACING m ' ,1 A,;;r �- 1 SHORE ALL EXCAVATIONS AS REQUIRED TO PREVENT SUBSIDENCE OR 5 SCAN FOR REBAR IN C'XI`�TING CONCRETE PRIOR TO INSTALLATION OF ANCHORS. „ 'APL EE EACH END SPCS SPACES x EELLC EVERGREEN ENGINEERING, LLC SPECS SPECIFICATIONS DAMAGE TO ADJACENT EXISTING STRUCTURES, STREETS, DO NOT CUT OR SCR.PI ANY (E) REBAR, K 4 1 • (' 0 i a� UTILITIES, ETC. DE`�!GN OF SHORING i5 THE CONTRACTOE 'S nrl I J,-> rl -' EF EACH FACE SQ SQUARE V RESPONSIBILITY. COMPLY WITH ALL LOCAL, STATE AND FEDERAL ^r+r uA A F+}�r� +w girl _ ELEC ELECTRICAL SS STAINLESS STEEL T` REGULATIONS GOVERNING EXCAVATION AND SHORING. "ik �nil_,rl Y '� .r,,, ELEV ELEVATION I!Jr � _ SSL SHORT SLOTTED HOLE STRUCTURAL LTi EQ EQUALLY SPACED STD STANDARD DE IG S Il RE SUE SOLI P F Li. P_US DL i i� A A. N ES EACH SIDE STIFF STIFFENER III OPEN C H A N N E:L STRUT �;'II :,:"" ,, A .V N T x EW EACH WAY STL STEEL I1u T SC'A EXCL EXCLUUt 3 ALL FOUNDATIONS SHALL BE PLATED ON STRUCTURAL FILL COMPACTED TO 1 ALL SECTIONS SHALL BE 12 GUAGE UNISTRUT —' SW STUD WELDAo 95% OF MAXIMUM DENSITY PER ASTM DT557. WITH ELECTRO-GALVANIZED FINISH (EG), UN EXP EXPANSION SYM SYMMETRICAL " _ EXST EXISTING 7&B TOP & BOTTOM 4 BACKFILL BEHIND WALLS SHALL BE T:ONPACTED GRANULAR FILL TYP 2 USE 1/2"0 .'307 BOLT'S FOR ALL CONNECTIONS, UN V ° ° (F) FUTURE T/SL TOP OF SLAB UN. DO NOT BA(:KFiLL BEHIND WALLS UNTIL THE CONCRETE HASFD 3 CONTRACTOR IS RESPONSIBLE FOR INSTALLING A F'ROTECTIVE CAP ON A THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 FLOOR DRAIN TC TOP CHORD ATTAINED 100% OF BACKFILL BEHIND WA:�.S AFTER FLOORS ARE ATTACHED ITS SPECIFIED COMPRESSIVE STRENGTH. PLACE THE END Or ALL EXPOSED UNISTRUT SUPPORTS. BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL FON FOUNDATION AND COMPACT BACID TRUSS DIAGONAL _ � AT THE TCP OF WALL AND HAVE .ACHIEVED 100% OF THEIR SPECIFIED SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING FIN FINISH TND'D THREADED 28 DAY STRENGTH. COMPACT BACKFILL TO 95% OF MAXIMUM DENSITY SECTION, THE PROJECT SPECF(CATIONS AND THE SPECIFIC GENERAL NOTES SECTIONS. THE FLG FLANGE THK THICK PER ASTM D1557 TYP UN TESTIkG AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS FLR FLOOR TO. TOP OF t DIRECTL.' TO THE ARCHITECT, ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS FO FACE OF TOC TOP OF CONCRETE WHICH FAIL. TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE FRMG FRAMING TOF TOP OF FOOTING S T U C T U R A L STEEL ATTENTION OF THE ARCHITECT. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. FRP FIBER REINFORCED PLASTIC TOG TOP OF GRATING FS FAR SIDE TOS TOP OF STEEL CONCRETE I' ORMWORK , B CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR, IS ON THF SITE AT FTG FOOTING TOW TOP OF WALL N I WIDEFIANGE SHAPES SHALL BE A572-GRADE 50. FORMWORK, SHORING, AND RFSHORING SHALLBE IN ACCORDANCE All TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. PERIODIC GA GAUGE, GAGE TRANS TRANSVERSE �' N . WITH ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 2 RECTANGULAR HSS SHALL_ BE ASTM .4500 GRADE 8. SPECIAL INSPECTION MEAN: THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS GALV GALVANIZED TV TRUSS VERTICAL �W BUILDINGS' AND ACI 347 "RECOMMENDED PRACTICE FOR NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE. GRD GRADE TYP TYPICAL CONCRETE FORMWORK". 3 OTHER STEEL SHAPES, PLATES, AND BARS SHALL. BE ASTM A36. C NEED ONLY BE PERIODIC FOR A706 BARS NOT GREATER THAN #5 USED FOR E.MSEDMENTS, GRT GROUT UN UNLESS NOTED U 2 CONTRACTOR SHALL BE RESPONSIBLI FOR DESIGN AND CONSTRUCTION 4 FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE. PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES & WELDERS ARE VERIFIED GRTG GRATING UT ULTRASONIC TESTING c� OF FORMWORK, SHORING AND RESHDRING. AISC "MANUAL OF STEEL CONSTRUCTION". DESIGN AND CONSTRUCTION PRIOR TO THE START OF WORK, PERIODIC INSPECTIONS ARE MADE OF WORK IN FROGRESa; HCA HEADED CONCRETE ANCHOR VERT VERTICAL OF TEMPORARY BRACING COR SHORING TO SAFELY SUPPORT STEEL AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO HK HOUSEKEEPING W/ WITH z h 3 SECURELY BRACE AND SHORE FORMWORK TO PREVENT DISPLACEMENT, PRIOR TO COMPLETION Of CONSTRUCTION IS THE RESPONSIBILITY SHIPMENT OF SHOP WELDING, CARRY CONSTRUCTiON AND OTHER SUPERIMPOSED LOADS AND SAFEL i HORIZ HORIZONTAL W 0 WITHOUT �- C (1f THE CONTRACTOR. / v � nlc E k� SUPPORT THE CONCRETE WITHOUT DISTORTION ONTIL REMOVAL. " D ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER HSB HIGH STRENGTH BOLT WS WAIERSTOP s o 5 ALL BOLTS SHALL BE ASTM A325. 3/4 DIA TIGHTENED SNUG TIGHT APPROVED METHOD. IF INSIDE FACE w� WWF WELDED WIRE FABRIC 4 REMOVE FORMS ONLY WHEN CONCRETE IS SUFFICIENTLY HARD TO TYP UN, HIGH STRENGTH BOLTING SHALL BE IN ACCORDANCE WITH � IN INCHES PREVENT DAMAGE BY FORM REMOVAL, AND THE CONCRETE HAS AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 F ALL WELDS SHALL BE VISUALLY INSPECTED. JT JOINT ATTAINED SUFFICIENT STRENGTH TO SAFELY CAFRY DEAD AND ANY OR A490 BOLTS". SUPERIMPOSED LOADS WHICH MAY BE APPLIED AS SUBSTANTIATED F INSPECTION REQ'D PRIOR TO CLOSING OF CLEANOUTS AND DURING GROUTING OPERATION' LONG LONGITUDINAL � BY FIELD CURED TEST CYLINDERS. 6 MACHINE BOLTS AND ANCHOR BOLTS SHALL BE ASTM A307. INSTALL LL.H LONG LEG HORIZONTAL 5 REMOVAL OF FORMS AND SHORING ;HALL BE IN ACCORDANCE WITH ANCHOR BOLTS USING A TEMPLATE PRIOR TO CONCRETE PLACEMENT G INSPECTION PER J'B r SU�BS_E�C``,U��04.11, J LLV LONG LEG VERTICAL ACI 347. WHERE CONCRETE MUST SUPPORT SUPERIMPOSED LOADS, 7 WELDING SHALL BE IN ACCORDANCE WITH AWS J1.1 "STRUCTURAL LSL LONG SLOTTED HOLE " PRIM Z t �� TO ATTAINING THE SPECIFIED DESIGN STRENGTH, RESHORE WELDING CGDE-STEEI.". WELDING FILLER METOL SHALL BE AWS z W ^ CONCRETE IN ACCORDANCE WITH A.Ci 347. RESHORING SHALL BE A5.1 OR A5.5 E70XX LOW HYDROGEN ELECTRLJDES. WELDERS SHALL a IN PLACE UNTIL FIELD CURED CYLINDERS HAVE ATTAINED THE BE AWS CERTIFIED. SUBMIT COPY OF AL I_ '",ERTIFICATIONS TO THE < u N SPECIFIED STRENGTH. ENGINEER. SURFf.CES 'TO BE WELDED SI,ALL BE WIRE BRUSHED CVDD CLEAN BEFORE WELDING, LEVEL OF NON-DESTRUCTIVE INSPECTION CABLE BRACING � o �g 8 CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" TYP UN. AND TESTING OF WELDS IS AS FOLLOWS: Z w ah VISUAL SCANNING 100% OF WELD LENrrH. z M - VISJAL INSPECT')N (WITH MAGNETIC PARTICLE AND/OR DYE I � PENETRANT, AS SUPPLEMENTARY INSPECTION AS REQUIRED) 1 CABLES SHALL. BE RIGHT REGULAR LAY WIRE-CORE WITH A MINIMUM BREAKING ►- m .t 3 Ar OF SUSPECTED UNSATISFACTORY WELDS FOR CRACKS, STREKTH AS SHOWN IN THE FOLLOWING TABLE. CABLE SHALL BE ZINC-COATED Z m n CONCRETE TO A MINIMUM OF 0.4 OZ/SQUARE FT OR STAINLESS STEEL PER ASTM A304, Fn �_ a a 8 HEADED CONCRETE ANCHORS AND SHEAR CONNECTORS SHALL BE TYPE z t; z " B IN CONi-ORMANCE WITH AWS 01.1 STRUCTURAL WELDING CODE- 2 FABRICATION AND INSTALLATON OF CABLE BRACING SHALL CONFORM W17H AISI WR120 a �' I CONCRETE SHALL BE Vc - 4000 PSI 0 28 DAYS. SLUMP SHALT. " x BE 4" f 1' EXCEPT 3' t I' AT SLABS. CONCRETE MATERIALS SIL-EL . STRUCTURAL STEEL TO RECEIVE SHEAR CONNECTORS SHALL "WIRE ROPE USERS MANUAL. 0 W I L AND QUALITY SHALL BE IN ACCORDANCE WITH ACI 318 "BUILDING BE FREE OF PAINT. CODE: REQUIREMENTS FOR REINFORCED CONCRETE." 5U8M11 3 WIRE ROPE CLIPS SHALL BE FS C-450D TYPE I, U-BOLT TYPE WITH HEAVY HEX NUTS. � IA. 9 PAINT ALL STEEL (EXCEPT SS AND GALV WITH 1 COAT OF RUST INHIBITIVE tj o , CONCRETE r MIX DESIGNS TO THE ENGINEER OR RFVIEW PRIOR TOTE, TOP FLANGES OF FRAMING TO RECEIVE COMPOSITE METAL U.c� In o PRIMER TYP UN. SURFACES TO BE FI .LD WELDED OR EMBEDDED IN 4 SHACKLES SHALL BE FS RR-L-2718 TYPE IV CLASS I BOLT ANCHOR. ! uCONCRETE PLACEMENT. CONCRETE STRENGTH SHALL BE VERIFIED CONCRETE, `" I BY STANDARD 28-DAY CYLINDER TESTS. DECK AND CONCRETE TOPPING SLABS, AND FAYING SURFACES OF A325F 5 WIRE ROPE THIMBLES SHALL BE FS FF-T-276B TYPE II STANDARD. � � - o 2 CONCRETE PLACEMENT AND CURING SHALL BE IN ACCBOLTED CONNECTIONS SHALL NOT BE SHOP PRIMED ACCORDANCE WITH 6 TURNBUCKLE ASSEMBLIES SHALL BE FS FF-T-7918 TYPE 1 FORM 1 CLASS 7 ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 10 ALT. STAINLESS STEEL RODS AND PLATES TO BE AISI TYPE A316. PLATES HEX BODY, JAW AND JAW TYPE. BUILDINGS'. _ 4 n AND SHAPES SHALL HAVE X28 FINISH. 7 COILING OF WIRE ROPE SHALL BE BY WIRE ROPE CUTTER SAW OR FLAME CUTTING �D PROfCAD z_�_, 1 3 CONCRETE SLABS ON GRADE SHALL 6E PLACED IN PANELS NOT MORE f THAN 30 FEET SQUARE, OR IN LANES NOT MORE THAN 30 FEE? WIDE, 11 CONTRACTOR TO PROVIDE SHOP DRAWINGS OF THE STRUCTURAL STEEL TO AFTER SC!ZING. THE ENCINFFR AND THE: BUILDING DEPARTMENT, SUBMIT MILL CERTIFICATIONS coS +C,I N�� p� U.N. ON CLANS. JOINTS SHALL BE PROVIDED SIKH THAT THE PANEL TO THE ENGINEER 8 DISCONTINUOUS WIRE ROPE ENDS AND BOTH SIDES OF A CUT SHALT. BE SEIZED IN 4.,em E� LENGTH TO PANEL WIDTH DOES NOT EXCEED 1.5 TO 1 IN ANY PANEL. ACCORDANCE WITH CHAPTER 4 OF AISI WR120. -1 @ 4 ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED TO 5 PERCENT 12 DO NOT OVE`?SIZE DRILLED OR PUNCHED HOLES WITH BURNING TORCH. OREGON i 1 PERCENT 9 WIRE ROPE CLIPS SHALL BE INSTALLED USING PROPER TORQUES IN ACCORDANCE WITH ORE CHAPTER 4 OF AISI WR120. ,y �o 5 BONDING AGENTS SHALL CONFORM TO ASTM 0981 10 TURNBUCKLES SHALL BE PROVIDED WITH JAMB NUT;. F. 113% 1` ` � Explrre 8/30/2005 ; r � I fr+ LEGIBILITY STRIP c m 0 1 2 3 q 5g e g !o l o mm 1�m i 12 13 is Ie 17 1'6 is 20 21 22 23 24 25 28 27 2e 2s 3 2'Il I IH0111 a 108 0 ` �IOI H0 WIN +�.�.1.i,t,�,l�.���la•�I.L�.I�,.,�,�„�,I��I.Ia:�Jt:I��I.���L�.L1l.�.I.i,�t ��� •�11�.1.��1al��.Ia.��J l.!��LI.,.t;1 J l_ , 5 y 10 13 12 1 1 10 Z �p ----- _ - -- - -- _ --- -- op -- — i N - HEMCON n � KEY PLAN p 9 GENERAL NOTES M -r- - SEE SHEET SO.1 FOR GENERAL NOTES I � c'7 I (E) COLUMN FOOTING, TYP — --— -_ u _j g.. 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'��" . 6 1-2 6 0 b 10 0-6' c-1 1 -6 i 4«: 0-6 0 1 I, I I � 1''•-, � I HANGER M - _ I 0-6 l c -6 0-6, 10 0-6 � t0 1 6 4� ,I 0 6 ,- °]b DETAILS I t I 1 N i-11 I w u oo m - v+ +-,e-- ' 0-6 rti 1• L 6 +' !• - i 10�+ t' ?r '• 6 �� I Ti - d.� 1-�. �', ° 6' r �' 0-6 BALL A I j TVP.vE ' 1 , , ! ' ' ' "ry r♦g ,'v ' I I �. 1- I5-10 1 - !• 3-9 1' 1' - i l 1-2 �-- i -_ I I I 159.1 ' ' �_ C,t n _-T It 41 1• V P:NS HANGER 1-3 f7l .._.� - . V:TH j• AI-L TIW-CAD R,,: ./�. yww ' 11� L ��' ' '�� ` '�1 r1 �wr w 1,,,+. N ! r ' 2 ! I I I I E o o I�`!lt �[ PAV .. ' I 3 ,• _ 2-0 � t ;,F•F'I ', . . ._,. .��Al 1 I3 I Ic to � � 4 - -, I -=_�-=------_•- ;I I 68.3 /� /// INS 7.1 1.9 , = ---_= ---- - ---- -- - -- -- -- _- _ - - ,1 � ,PROJECT/' • � '� t coo / 1 I0-0 TTP. IN OFFICE SPACESAREA INSTALL A BALL VALVE AT THE END OF EACH DROP LEADING INTO THE CLEAN ROOM - - 1�� 1\ e ✓ PARK IhG ' / AREAS _ 1, x•i63. � i 1��///� � r LIFT E EW BRAxT PICK - V 1 %// r Ro LIP NEV BRANCH LINES � /,- 1 1 ff �� ( u T ,.1 �, "A •� -t�� ...cif RL1tA I_MUU I-,&SP Wr RK ESC PIPING P SITE P PRI =DROP DETAIL _ 1 -' cnIIUW - 1119Ch �y ' t1,E SUrrCRT&F"J')OURAGE ''1E LAGORE. SET 1 83052, LEVEL IV `4.1ATIC SPRiNK'LE 11 SYSTEM 0 GENERAL NOTES STANDARD SYMBOLS.OH STANDARD SYMBOLS.UG SYM. TYPE MFG./MODEL TEMP. SIZE I FINISH CANOPY FINISH QTY. REV.NO REVISION DESCRIPTION DATE APPROVAI S DESIGN CRITERIA - - _ — ALL MATERIAL AND EQUIPMENT TO BE ER AND tMOM17119 TRS <Mq nr _ ALARM VAIN C SW RELIABLEMODEL0 212 17 BRASS i - 60 ORD. GR I P II t - vosT nbItATQR 2. OWNED—ARCH�`ECTpEN,'rnNCr UIQ ^ ([ �tI'1NG dYENS10N5 ARE CENTER TO(�n(1ER Fj(YFT OrMEN51(Yd5 SNnWN THUSIr - _ -- --` O I tI-6; tMIK71 ARE END TO END Q - EMtr PPE VANE � • 88P RELIABLE 166 17 CHROME f-T CI'ROME 109 DENSITY: .20 + NOII-RISING STEM GATE _.__ — - _. -. _ _ ._ _ E•R1fIQL1AKE BRACRIC SHALL BE PROVIDED M AtYORDINCE VRTH NEPA U - FLOW S1MTUr SSP RELIABLE MODEL G3 166 1/2• CHROME PEND. CI IR064 0 -- _ _---_--- - _-. - fIRE HYDRANT w,41UMPER -- -- - - _.. —. _. - - _ _.. -- ---------_._----- - - - _.---- - - - -- REMOTE AREA T NO INSIDE HOSE: moo_ 105 :. SW CASCADE AVE, SUITE 130 H6YV RELIABLE MODEL O 186 iIX BRASS -- - 0 4 PPV MAaCERS ANO Y[iNOO Oi NANfi1M ;n BE n1 A('CORD.1. RI tH NfPA - � OOfq — _- v__ ____ --� - TIRE DEPT. CONNECTION .. - __. - PAMPIILIT NO 13 _ OUTSIDE MUSE: _ 1.50 _ _ TIGARD OREGON 97223 DE PrANC SH AL1 RE IN ACCORDANCE MTi1 NiPA PAYAILET NO 13 'I � - OG1SlE CHEdt VALVE ASSEMBLY _ !- -----_. - ` __. WATER SUPPLY -- --- XJIN i MTH N A APE AND fLT7RIC$ iHREAOEb ANO WELDED SHALL BE N ACCORDANCE I �� OK UIQ00- - CNECR VALVE DESIGN BASED ON: TA I - FIRE ,, 1NC. wl iF1 arPA PAMPHLET NO 13 n - _- _ - _, --._- 0 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER M APES FROM FREEZING ••Ill{ v - NEW UNDERrAOUNt, _. —_—. __._ _-.. _ ._. - — —_ —_— .— _ .... _. C T: 83 ----- TITLEIN AREA', PROTECTED STINfCTURAI ADEQUACY Or UTNE BULDlIG TORSUPPORy THE Si•RINKLER APING IS �.. - DACE _ ---__N F.P.A 13 1999 RESIDI!AI 82._ ----- SCAI F '--SHEET -- --- - - EXIST UNOFRCROLINO - — - - -- -- -- _-. --- — - ---- DATE "( IRE PROTECTION CONTRACTORS A -MIrCItIM s RlT1VAM F MET -- _. ___ - -- ___- -- __ FLOW: 260Fc ..--- -- - PUBLIC WATER LME -- - —— r •' __ - _ _-__ CON r. DR'�tiN S1"SIEA1 � 14795 S.W.72nd. PORTIJA.ND.OR97224 (SG3)H20.41Y20 -------- -- LOCAIIUN -- HYDRANT#96107 - 1 'I.I, C IIII il.l7511111111111111111111111 ul 1.I nll Inl Itn nl It11 nll�•Inl:I I nI1 Illi: o 11 2 13 n I Its I 117 I 118 I 119 210 I ,+ + ( I ,i I l C'0.'c� I �I 22 23 24 25 20 27 23 29 30 4.1 t ,i a T ..I• .�Ir{3'AJH.Ar�Fi+1414AMF�M.4"�Mt•>',hM 4M�, � '^'Y' �h*�M�k4F[+¢ HONI � 10 ��`' ��y.a >. � :: I 1 �I ��� GI��1 �Ia1�.111�h1aJ•)U. t1�1.: �1� ' I ' ��.��� ,, ,, ,IM. 1 -I - Hanger No. 30 - _-- Hanger No._6 Sammy Super Screw Top Beam C-Clamp M1.M k,rl W•p•Irr , _ � � 1 �� C, L 115,• � L•r.y L.pp'Low ~� ..,/ �. omILL •�. 'nM1y ` I NOW - CWyr I—a Ifsri/Il'�' ..ww o,re5. I� RP I.w as5. Re fpr Red M r •,a.•I11P,W :— til ttA.'.••s"i c�s-.r ..ur Cv Y .yd 1 1 w.a.v.-.Ir a«r.,,wnR-LwrrSp K.s•en.,w .a r. ,..p•.•M •R• M sw S.A OR. y. .�.1',a.r -r w R.o1R -A asv • • 01s •• :1 , I '•'' ss 'P•1 12 a• _ v s W v M •@ :A v • : •v --� �- i_ __ i , I I I o w v•,w u v .w 'v 1 • v ;v s s , i I •1J __. I •w.Fw.r ••m Arlo :,•s,rw ec I _ "d •FD I 1 �� —rif __j J1 - J -- • a 1 1 ry I rV r •w. I -- - I 1 _ I . . --- - - -- -- ---- • • . ; _ - _ DETAILS ---s • i _ • - - _ - _- -- -- --- --- �9 ___J _ — — fi - -- -- MECHANiLAL T. -- - — 1 X 1 I --- — V- --- I• RING I~A:R �- - - • • •' x toP'Sr3 ;•14 / +� .,. '[C ` 7 /WITH ALL THFEAD ROD • • • - - — _ - OV x187.5 FTie to • --// a �, I � I 16!S.S ; 111,I�I;WLr.4c Ir DID to el, ' • • I - s s � � x 1613.3 1 ! I PROJECT ! " r ' AREA 10-0 TYP. IN OFFICE SPACES �, \ Colo INSTALL A BALL VALVE AT THE END OF EACH DROP LEADING INTO THE CLEAN ROOM AREAS 4 t a► _ 1 _Y rxxaa L RR IABLL MOD F-I SSP i' C t i. `nti`,� r 1 fs7r "�fi. ,,,•,.� 1., Ea_ C ESC _ R CEILINGPLAN SITE PLAN PRI =DROP DETAIL WE SUPPORT 8 ENCOURAGE ,-4.0P f NICET CERTIFIC.TION I.AGORE, SET I EVF! IV " r EPSYSTEM GENERAL NOTES STANDARD SYMBOLS.OH STANDARDSY MBOLS.UG SYM. TYPE MFGJMODEL TEMP. SIZE FINISH CANOPY FINISH CITY. REV.NO. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA 1 ALL MATERIAL AND FOLI PMENT TO BF NEW ANO tM10ERMAlITERS APPgpY[b � - ALARM VALVE SSU _RELIABLE MODEL O 212 112' BRASS — — BD H E M C O N 2 PIPING DIMENSIONS ARE CENTER TO CENTER ExCE"DIIEENLVONS 4500?NMT - POST FOICATOR - ------- — _ __ _ _CITY OF TIGARU OCCUPANCY: C1RD;_HAZARp GROUP _I! (1-6) WHICH ARE END TO END Q - DRY PIPE VALVE BSP RELIABLE MODEL F•1 In lir CHROME Im CHROME IDB OWNER ARCHITECT DENSITY 0___ (� NO"ISING STEM GATE 4SP RELIABLE MODEL 03 1b8 V1• CIFitOME CItROME 0 — — S EARTHQUAKE BRACING SHALL BE PROVIDED IN AC"C DANCE. TWIN WPA U_ - FLOW SWITCH _ REMOTE AREA 15Q0--- -_-- 1 O --------- --- 575 SW CASCADE AVE, SUITE 130 PTPIE MAEi NO 1} (.'> - TIRE HYDRMT W/bUMPER f HSW — RSLIABLEMODEL a lee ur BRASS — — -o ,. DE < PNE HANGERS AND ME IMOD a HANGING TO BE IN ACCORDANCE WITI NIDA � - WATER MOTOR 0ONO -- - - ---- - - ---- - - t ._ --_____ INSIDE HOSE: 1QO PAMPHLET NO I} -<� - FRE DEPT MRIIECTON _ - _-__ - __-- OUTSIDE HOSE _ ` o___ TIGARD OREGON 97223 - DRAPIIV BELL -- DOME OHECK VALVE ASSEMMY FIRE ,S PIPING SHAM Nf IN ACCOROANCf. IMM NFPA PAMPHLET NO 1} ____ INC . 6 JOINING OF PIPE AND FITTING''. 111MADEO AND WELDED SHALL BE IN ACCORD ANC( ~' - ° vuvE ♦ - - CHECK VALE ___--__— - - bCSIGN BASED ON: WATER SUPPLY g ; _----- - 1 ' __.c WITH NFPA PAMPHLET NO 13 - GROOVED COUPLWC - STATIC. — _ _ TITLE SPP,INKLER PIPING ING 7 OWA.R TO PROVIDE ADEQUATE HEA, TO PREVENT WATER IN PIPES FROM FREEZING - NEM�RdtWl.'D -- ---- -� - _. - N.F.F'.A. ��3 1999----. RESIDUAL: 84 -- 2 �f- - -- � _ FIRE ISE\OTGCTIC) — U ------- — DATE A-1 -200` SCALE SHEET IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM -•> - E7IRTNOUAKE BRACE --- ------ CONT. L15- _F DRWN, SYSTEM wE.1 147955.W.77rx1. PORTLAND, CONTRACTORS7 6 STRUCTURAL ADtOIIACY OF THE BULDMG TO SUPPORI THE 91AINKLER PIPING IS Epst L"D[�OtMo - —'.— FLOW: -- ---. ___.2606-- ' f , - HMAIJUC RETVIDIGE POINT WATER LINE -- - LOCATION: HYDRANT tl!I till 1111 11 l —.11. M Rw.r a...,a;wNxilwKe u�q' a' a_•,..,.,rAll. ...T.x,.,,,. .drt4„L.rY ,•r.,q".,r,. -Y'.'7.,:JI`._:,% . ?�.T'..(n 7:1,, r,; Ji _v] II III ITU 1111 ILII 1111 ILII III ILII 111 !111111 ILII ILII I II ILII III!ILII II11 ILII 1!11 II11 III I U 1111 II I{III'!IN Illl '1111!'11 I!I� I'll 1!1!11!11 !I!I I'I III '11!111'1 ILII ILII ILII I'lllllll III; 1111'1'11 IIIIIIIII 11!1 t I! PIi'I' LEQmL�STRIPId 1 I 12 13 14 le 17 18 19 20 21 22 23 24 2�e 2e 27 21 cm� I I I I I I I �, �'� I i l l I I 1 I " 19 30 IOmm.l enl ^'T"'r1M r•- an"gwq�n^+afoM.•..rN�a. ZI 1 I I I I ! I I I I 1 I I NI Nltr ��' � '�; IIH��1�,Lt�i1�11111.!•61�1�1�II�I� JW����`1��l,tlJl��,�,�U.+»��11,11,�. , 1.ltdl>�,i,IJJ,>,J.I>i�,larltl,�.l���,lei,l�l�l,�1�11J•I�l�f.��t1�1.t,�l,J�a,!!�i:dJa� D 1