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II _ : i Livermore A&E • I l' 111:: ---, ,./ JOB NO: 216039.00 ': I • I- i -ST01 GENERAL NOTESI i= 11 22 1Lid....d IIIIIIItlIal ..# 11111111 I 1 ( :ST1.01 SITE PLAN & PROJECT NOTES , 1 ..... ...... ''''' LI_ , „ ....,..._ : --i 1 r••-, , I A0.01 CODE REVIEW & FLOOR PIAN 1 2 3 H I 1 .........,...4 6.... il: LL tt 1 1 ;14”"'" r i 1 1. I 3 1 A1.01 PAR11AL FLOOR PLANS 1 2 3 .......... I , IL__ I• t [ 1, 1, I 1 — 1, 111111" , 4.....413.1.13.311.44,..IL-4, IL1,3.34 1. F----'-1- 1 1 I 1 . 1....IL...i 1. .344.3.14.3.31‘.11.4143.11.3 I I 1 '-':A2.01 SECTIONS & DETAILS 1 2 3 1 1 L . A3.01 DETAILS 1 2 3 — • t , I "< li -### , ' L I- ..... _ . . . 4 1 111111 1 1 1 HI L_ , I . , . = I „.. - i . NEW WALL NEW WALL -:„„•;.:i• .,— I ,.... SPECIAL lSPEOTiON FlitlIQUHRED , == DEMO I II II === DEMO IIIII i State of Oregon Structural Specialty Code , ; i , NORTH NORTH sScAT,RUCTION PHASE 2 — FIRST FLC) DR 1 , CONSTRUCTION PHASE 1 — FIRST FLOOR e cor,,,,.„and Reinforcing Sieel 0 i NOT 0: T:04,4,;44::::E04*.41:414 vety„ .444- 1 .. Bolks Installed in Concrete e c,) ,...., , CONSTRUCTION < Zel I iC)Skp,‘,„..„,,,7,,lornen•- ‘,..aisting c.:7,',,zIeto Fl. -4:,•..., --- i i Lai Reinforcing Ste*,&Prestr. • ing 6 el; Ten*, r A 1 ; . V..tr,r,ri,44.;;Vii.44040,4/1.1*e.W;;;Y4,,ISIII4r.4*MI 4 • , a ,,, 4'I CI) I I a '''''4'44;r441°A4II‘fit r*14,14404*NIIONI 1 '''.''''‘.41,,,k tlitittX3 ieSittl 0 t 1,00it'i4NIIrr , litiss,,,,tflo'",,4*--40,0,44,,ihee-,srnsvf,a4,1*.irt. trAt• 4`.„,,,-;,...;;VA.A..„. ...40,,,trA, 4,043,;" 1......< Z i,....1,--, ; High-Strenght Baiting i i mr,,,,,,,,*.44,,Seutt&z , ,e,iraltkot4.0,14,-M 1 .I I DStructural Masonry 1 CO ct I . :::3 ROIT; d Gv- corn---- , ,, . , E.1 Insulating Concrete Fill 0 < I r : i 1 ' 1. LALICA' ' . zi Spr; 2pledMRessthtens! -I-1 ' imiL1 i < Um iPik'1gs,Drilled Pices and Caiasone Cr - i r—/ Yi CC !....1 ,.,-, S ,-. ;,-. ,. ,,Gradirt.; 71:;:cavaticL,:,,,,,,,d Fillin, i CY (.0 1""*" : 1 II ,....„ a I - irg f ! Lj Smoke-Control Systems I ,,, i 1 i , " 1 . DRAWING TITLE: I (1 Oth.:;,' !rm>gacti<'",',. „ . "' --- ' !,- ,-.. - , , 2 . 4 ,.. i r1 / 4<r 1 CI-ICED BY: GML • I - 45 ! * • o t tg t45''t':Ii:f2gt,ik-34''At5O45Ltigtit"*f44t5 1.'4'4'.V.-$55%!.5.4.,, '-010V411:15`,..t,t 50.414,:.-55,,. ,.i:Agt.,Y1X534t 5.54Strt5',.*445A4,14' '1", -..3.....33.3..-,.A4V4 ^4W/4.gA.Z.t•10,0r01$44 E ,-. aliniamo NEW WALL i......,ftwv...6kw4y,~04,Atkum *-4-a.,..,84,,zwoc--,,,..41,vortriteopitrow: ini... NEW WALL In;r,*,,,,I 4,444 ,,,I,X4*,,Ke.,",:ti; •,,,,,,,,,A ; Oilejtidig? .4$1;;;OV:i2P?"`.4 5 i --''''''''''' DEMO -- DEMO Iffiiii0011 •,t.*,:4141 % I .-, te...,ettottteetAtect- tteeigeesee.• a,..,..A0-4,13.1.3.4.3/3.,431,'. NORM WIRTH T .01 Ank CONSTRUCTION PHASE 1 — SECOND FLOOR 411 A E 1,...._ CONSTRUCTION PHASE 2 — SECOND F .,,,OOR rr1 1109 NOT TO SOALE, " i NOT TO SCALE . ,. 1 4 , , , , ,,,,,-, . GENERAL NOTES: • , ,' 1: GEN REQUIREM k '-`' r;. 3: «wt DMSION 7: THERMAL AND MOISTURE PROTECTION ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND APPLICABLE TWENTY-EIGHT DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: THERMAL INSULATION: R-19 BATT INSULATION WITH VAPOR BARRIER AT WALLS AND R-30 BATT INSULATION WITH _ _= STATE AND FEDERAL SAFETY ORDERS, INTERNATIONAL FIRE CODE, ADA ACCESSIBILITY REQUIREMENTS, AND LOCAL ENERGY CODES. ALL SLABS (INT.) 2,500 MIN PSI (EXPOSURE CLASS FO) VAPOR BARRIER AT CEILING. REFERENCES TO CODES, SPECIFICATIONS AND STANDARDS SHALL MEAN AND ARE INTENDED TO BE THE LATEST EDITION, AMENDMENT, INSULATION TO HAVE A IMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE 1 AND/OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT. CONCRETE TO HAVE A MAXIMUM WATER/CEMENT RATIOS PER ACI 318 TABLE 4.3.1 (PROPORTIONING ON THE DEVELOPED RATING OF 450. BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES). THESE MAXIMUMS MAY BE EXCEEDED IF TEST SEALANTS: PROVIDE SEALANT FOR THE FOLLOWING LOCATION AS FOLLOWS: THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS AND GENERAL RECORDS, PER SECTION 5.3 OF ACI 318, ARE SUBMITTED TO AND APPROVED BY THE ENGINEER. NOTES, AS WELL AS THE EXISTING PHYSICAL CONDITIONS OF THE BUILDING AND SITE. NOTIFY THE ARCHITECT/ENGINEER OF ANY INTERIOR FLOOR, EXTERIOR CONCRETE SLAB JOINTS: . „ DISCREPANCIES PRIOR TO START OF CONSTRUCTION OR ORDERING OF MATERIALS, MAXIMUM SLUMP 3" PLUS OR MINUS 1". ASTM C 920, CLASS 25, GRADE P, SELF LEVELING, POLYURETHANE, PLUS OR MINUS 25% MOVEMENT RANGE. CONTRACTOR SHALL DETERMINE THE EFFECT OF CONSTRUCTION ACTIVITY BY OWNER'S PERSONNEL AND OTHER CONTRACTORS. CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH IBC CHAPTER 17. EXTERIOR WALL AND FLASHING JOINTS: ADDITIONAL COMPENSATION WILL NOT BE GIVEN FOR DELAYS CAUSED BY OTHER CONTRACTORS AND OWNER'S PERSONNEL WORKING AT ASTM C 920, CLASS 25, GRADE NS, NON-SAG, POLYURETHANE, PLUS OR MINUS THE SITE. VERIFY THAT EQUIPMENT AND FIXTURES ARE COMPATIBLE WITH EXISTING UTILITY SYSTEMS. VERIFY THAT SYSTEMS, FIXTURES, MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE MAY BE VIBRATED 25% MOVEMENT RANGE. AND EQUIPMENT WILL FIT IN THE SPACE PROVIDED. RESOLVE SPACE CONFLICTS WITH ARCHITECT/ENGINEER PRIOR TO ROUGH-IN. ONLY AROUND UNDER-FLOOR DUCTS, ETC.. EXTERIOR JOINTS WHERE MOVEMENT EXCEEDS 25%: ASTM C 920, CLASS 25, GRADE NS, NON-SAG, POLYURETHANE OR SILICONE, PLUS PATCH AND REPAIR ALL EXISTING WORK DAMAGED BY NEW WORK TO EXISTING CONDITION OR NEW CONDITION, WHICHEVER IS MOST CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. OR MINUS 50% MOVEMENT RANGE APPROPRIATE. REPLACE ALL EXISTING SLABS AND PAVING REMOVED FOR NEW CONSTRUCTION. ASTM C 920, CLASS 25, GRADE NS, NON-SAG, LOW MODULUS NEUTRAL CURE UNLESS NOTED OTHERWISE ON DRAWINGS ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL SILICONE, +100 TO -50% JOINT MOVEMENT RANGE. PROVIDE AND MAINTAIN TEMPO Y FACILITIES AND CONTROLS REQUIRED FOR PROPER PERFORMANCE OF THE WORK -- COORDINATE OR CONSTRUCTION JOINTS SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 400 SQUARE FEET AND THE WITH OWNER: ENCLOSED AREA'S LENGTH TO WIDTH RATIO IS LESS THAN 2:1. EXTERIOR WALL AND FLASHING JOINTS: SAWCUT CONTROL JOINTS 1/4 SLAB DEPTH. ASTM C 920, CLASS 25, GRADE NS, NON-SAG, SILICONE WITH ACETOXY OR A. TEMPORARY UTILITIES SUCH AS WATER, ELECTRICITY, TELEPHONE AND FAX; NEUTRAL CURE, PLUS OR MINUS 25 TO 50% JOINT MOVEMENT RANGE. I B. FIELD OFFICES AND SHEDS; = 3 05/05/17I•Pi=RMIT SET C. SANITARY FACILITIES; DMSON 5: METALS INTERIOR JOINTS & PLUMBING FIXTURES: D. ENCLOSURES SUCH AS TARPAULINS, BARRICADES, AND CANOPIES; ASTM C 920, CLASS 25, GRADE NS, NON-SAG, MILDEW RESISTANT SILICONE, PLUS T 07/14/16 PERMFT SET E. ENVIRONMENTAL CONTROLS, SUCH AS DUST, DEWATERING, WEATHER AND DEFORMED BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 60. WELDED BARS ASTM A706, OR MINUS 25% MOVEMENT RANGE. FIRE PROTECTION. GRADE 60. WELDED WIRE FABRIC PER ASTM A185, AND WIRE PER ASTM A82. EXTERIOR CONCEALED JOINTS: if DATE DESC. MMA 808.3, BUTYL RUBBER, PLUS OR MINUS 5% MOVEMENT RANGE I MAINTENANCE AND REMOVAL; MAINTAIN ALL TEMPORARY FACILITIES AND CONTROLS AS LONG AS NEEDED FOR THE SAFE AND PROPER UNLESS NOTED OTHERWISE, LAP SPUCES SHALL BE CLASS 'B' TENSION LAP SPUCES IN ACCORDANCE WITH ACI 318, COMPLETION OF THE WORK. REMOVE ALL TEMPORARY FACILITIES AND CONTROLS AS RAPIDLY AS PROGRESS OF THE WORK WILL CHAPTER 12. LAP SPUCES IN COLUMNS SHALL BE STANDARD COMPRESSION LAP SPLICES PER LATEST EDITION OF ACI PERIMETER AND PENETRATIONS OF ACOUSTICAL WALL & CEILING ASSEMBLIES: 318. STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH. LAPS IN WELDED WIRE FABRIC SHALL BE MADE PERMIT. SO THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN CELL C 919, NON-HARDENING POLYISOBUTYLENE RUBBER,HABUTYL MEETINGUEBNR, CLOSED D A CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. THE SPACING OF CROSS WIRES PLUS 2". CELL POLYVINYL CHLORIDE OR OPEN CELL POLYURETHANE FOAM ASTM D = �� 7543 WITH ADHESIVE ON ONE OR BOTH SIDES. 4� '�r UPON COMPLETION OF WORK THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES AND WASH THE INSIDE OF ALL WINDOWS SO PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF INTERIOR CONCEALED JOINTS: C7 GARYIVI,t.IVERMORE �III i ' THAT THE SPACE IS READY FOR TENANT OCCUPANCY. FOOTING AND WALLS. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI HAMA 809.28R, NON-SKINNING POLYISOBUTYLENE RUBBER, PLUS OR MINUS 5% _ ; /"�� � SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN S►t �P��Etj JOP ELESS THAN 1/8" WIDE: = Pt ;►' !T IS THE CONTRACTORS RESPONSIBILITY TO BE CERTAIN THAT ALL EQUIPMENT, PRODUCTS AND MATERIALS SELECTED BY CONTRACTOR, LOCATION BEFORE PLACING CONCRETE. CONCRETE COLUMN DOWEL EMBEDMENTS SHAD_ BEA STANDARD COMPRESSION , ;AND,OREGON • AAMA 803.3 NON-SAG' OR SELF LEVELING ACRYLIC PLUS OR MINUS 5% MOVEMENT OR FOR CONTRACTOR BY THEIR SUBCONTRACTORS OR MATERIALS SUPPLIERS, CONFORM TO REQUIREMENTS OF THE DRAWINGS AND DOWEL EMBEDMENT LENGTH ACCORDING TO THE LATEST EDITION OF ACI 318. ' - 0 SPECIFICATIONS. APPROVAL OF MANUFACTURER DOES NOT REUEVE CONTRACTOR OF RESPONSIBILITY FOR PROVIDING MATERIALS AND CLEAR QQNCRETE COVERAGE AS FOLLOWS FOR CAST-IN-PLACEJOINTS FMEN ADJACENT ROOF PANELS AND BEHIND FLASHING: 1oF OR��d EQUIPMENT WHICH COMPLY WITH CONTRACT DOCUMENTS. CAST AGAINST & PERMANENTLY EXPOSED TO EARTH: 3" ASTM D1056, CLOSED CELL NEOPRENE OR POLYVINYL CHLORIDE FOAM, EXPOSED TO EARTH OR WEATHER & #6 OR LARGER: 2" PERIMETER OF DOOR AND WINDOW FRAMES TO FILL OPENINGS: PRODUCTS USED IN THE WORK SHALL BE PRODUCED BY MANUFACTURERS REGULARLY ENGAGED IN MANUFACTURE OF SIMILAR ITEMS, EXPOSED TO EARTH OR WEATHER & #5 OR SMALLER: 1 1/2" WITH A HISTORY OF SUCCESSFUL PRODUCTION ACCEPTABLE TO ARCHITECT/ENGINEER. COLUMNS (TO TIES): 1 1/2" COMPRESSED POLYURETHANE FOAM. . I BEAMS (TO STIRRUPS): 1 1/2" USE ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND ALL OTHERS PER LATEST EDITION OF ACI 318. FLASHING & SHEET METAL: COIL COATED STEEL SHEET, ASTM A 446, GRADE A, 33,000 PSI, 24 GAGE, G90 WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE GALVANIZED IN ACCORDANCE WITH ASTM A 525, MANUFACTURER'S STANDARD PRIME WORK. REINFORCING: FINISH. SUBMIT SHOP DRAWINGS. Q DELIVER THE WORK TO THE JOB SITE IN SUCH QUANTITIES AND AT SUCH TIMES TO ASSURE THE CONTINUITY OF THE INSTALLATION. DEFORMED S SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 60. WELDED BARS ASTM A706, GRADE 60. WELDED WIRE FABRIC PER ASTM A185, AND WIRE PER ASTM A82. DIMON 8: AND WINDOWS L,. '2: STORE UNITS AT THE JOB SITE IN A MANNER TO PREVENT PHYSICAL DAMAGE, AND IN A MANNER TO KEEP ALL MARKINGS VISIBLE. 1111. DOORS/HARDWARE: i- Q USE ALL MEANS NECESSARY TO PROTECT THE MATERIALS BEFORE, DURING AND Ar TEN INSTALLATION AND TO PROTECT THE WORK AND UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE CLASS 'B' TENSION LAP SPLICES IN ACCORDANCE WITH ACI 318, A. INTERIOR DOORS: SOLID CORE STAIN GRADE BIRCH PREFINISHED • DOORS. 1 i i I - PROPERTY UNE ,.A..y. ..11M• ...ML. .1.11 ,... 1 1 _ t/7" : 1 NG 2 1 t 1 60 /7/-x- & 101 1O4 1O5 106 #11II 110 . , unmet .� �.ue inuue x ,.... �e A.mllase IMI11Y INO 1, .� ��.�.�,� �„ - IM11A0 ue I .� ��. ��.� �� — I 111 Rlr AMNMMM! wAINVINIr f / _ - „,.,„,.,..,,....,.. , + ;''s,.. GROWING 1 ,x 44 I I 1111 #. 1 fl3 .,,,,, 3,,,, ] k I j x { { ^"'..r^. .. li ii li III i i ``1,1� l.,Ji_t' 1_it...11...11...tk_J1...3�...,i �' I EI t r13 . . 1 1 PRODUCTION R 1 CTFICE/ = 15 P 1NCa _ OfCl,5J1� PERMIT SET _ . _ = X112 - 1 7/1 1 F E AT SET 1 S ..,„,,, u,�um ter.. i IF: r) Ch I 1 • 114 x x x } IJ . CD , 7 , 111 OFFICE= i c../c's;.:A'''.A.Itt: C'' E. CK E ,.....ASr ":".47.1 ( .1 - & g11111 . _ .1xav ( '� _ " ;NE _,.,. - 1..1... ,a .n.� n. �u�„ i,n� w11M11.M1 1+x.1. , . iu,nmi .1..r1 .MM111.11 ...._ 41111111110101, n �i 41M�M.1. �,��i�i ��, ���iOF - P UNE F 0(5 , . , , . , , . : ,„...,, , \ ___ i 6 E 9 ! 1 ! I M I { r I f I 1 { - t V 1 I I I I 1_ € J 400 ? a+ f i 1 t e cI —w_._.... _.. ch 43 i 1 I cc; Q i 1 1 = IX) I 1 I I I \._J t = g 1 = ' CC 1 F 1 I i. I RCIPERTY � �, A�rx _h 8 t ' fill i :CD = ! 1 I I 1 / I I 1 Cr, 11 € 1 ti czn t' i 7 1 I 1 1 i f € I 1 ! I - ' 2t } _ z_ 1 i 1 k 1 1 € i I I S i I a t _4444 i ? 1 1 1 1 1 1 1 I 1 1 i 1 I ! 1 i ! ! S f 1 1 I ! { c/? i I 1 ! 1 E € S I r`f `' r 1 i 1 F 1 1 E 1 i 1 - ' o / I i 1 I I I I 1 i 17. t : ; = ' x14 u> CL. 1 1 I 1 1 I I 1 t // ! 1 1 1 1 1 I i 1 I 1 f� a" Livermore A&E ( r �' = JOB NO; 216039.00 Ir t 1 \ / /l 1 € 1. _ __.,....,..r.. .,_-_ .,...__.,_......,,„, , _....,. .., —, _44.44 .. .... ... ...__-_..._ ”. ._ ... .,..., . 4444.. .. _4444..2. .,, .. _ .,...._., _ ._.. V.,. m ... . ........... ...m _4444.._ ., ...._.,. ._., ,_. .,,_.., _., W SEQUOIA 4444,. .., 1 20'-0`" - GENERAL NOTES , • THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES • THE CONTRACTOR SHALL COMPLY WITH LOCAL UTILITY PROVIDERS • REQUIRING NOTIFICATION OF INTENDED EXCAVATION. - 11 4 • ALL WORK SHALL COMPLY WITH THE LOCAL JURISDICTION REQUIREMENTS AND THE PROJECT SPECIFICATIONS. = N 0•4 1 • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND Q 0 DIMENSIONS SHOWN OR IMPLIED WHICH MAY AFFECT THE WORK PRIOR TO 0) THE START OF CONSTRUCTION AND NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES. • NO SITE IMPROVEMENTS UNDER THIS PERMIT. CHANGE OF OCCUPANCY = - 0 AND MINOR INTERIOR ALTERATION ONLY. 00 2 a) c4 i • EXISTING CONDITIONS BASED ON FIELD MEASUREMENTS AND INFORMATION FROM PORTLANDMAPS.COM. 0 MAP,, GENERAL SITE ZONING r4FORMATION o i 2S1,.12AD TAX LOTS 00200 &.00300 , ZONING IP OICUSTRIALP ) LLI PO < BUILDING/SITE! GENERAL �- • EXISTING TOTAL BUILDING46,262 t?RA TNG TITLE: - 13,115 SF ; sat PLAN S • EXISTING PROPOSED OCCUPANCY CHANGE AREA 7, +II SF = 2 DRAWN BY: CSN CHECKED BY: G MI- E „, r I. ST1101 IF, 4 44 _© „ „ : iii im iiw iii iui :„ „ „ i i ,iu e ui,, ���i , „u,u wn . ,, ,�ua �,�� ,, ������ �, �� �,� .� ��, �„��i,�„, ,� ii wnuw,„ u, lour i i�ry rr r i����„,� �� ,�� i � � �,�, � �. � ,�.��„ ��, �� � � ��,���,�, ��� � �,,, � �� � � � ���� � � � � � � �� ��, � � er � � � �u�iw� wm�i�i � � � ���� ��� � � �,� � � � - 0 0 GI 0 _ 160 ^0 ,4 CODES ,,R 20'--O" 100'-0" .0- 40'-0" BUILDING CODE 2014 OREGON STRUCTU SPECIALTY CODE (BA` :D ON 2012 IBC) ELECTRICAL CODE ABovE 2014 OREGON ELEC I tICAL SPECIALTY CODE OAS ) ON 2014 NFPA 70) ENERGYCODE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CO : (BASED ON 2009 IECC} = I MECHANICAL CODE 2014 OREGON MECHANICAL SPECIALTY CODE ( E D ON 2012 IMC & 2013 IFGC) PLUMBING CODE 2014 OREGON PLUMBING SPECIALTY CODE (BASE ON 2009 UPC) 0 _ �, _ JURISDICTION CITY OF TIGARD, OR i -" OCCUPANCY (�/11�y* +g C LAS FICA` - i it«" `' A•il 2 3 f ,s ; 4 ,��. n .. - 101 1 105 '* REMOVE EXISTING RELCX`AT1�1 EXISTING ::rte - I DOOR & RELOCATE ,.. I - r i _� II I FULL HEIGHT WALL ..:.:_. , , "\/ / , � o i` Cl ' Lit • / 14 4/ 01 ilt - w. w : 1 >rrl•.. --2x6 WOOD STUDS A --=-� i6 / -1.411, ., 24 O.C. W I + 1; [ x. •• r / ( S! -- i; r 11 ' c AT 48" O.C. 1 FOR IL _ SEE 11/!3 . n 142 p - nf O i' 1. _ / T , I , INFILL AS REQUIRED 5 EACH F4 TI ,.` - / ` r `. / PRMl1 SIT °-4 -- / IN110 / ; " 45 45/1 ii -MATCH EXISTING a F R-19 I LATION r � ti P. , /' = 1 til 14/16 PEI�,MIT SLT wf 74- --SEE 2/ Cil FCIR -`' i ;LTJ ' / F 0. p, -- 4f 41 FOR 3-TWO-0"H R -_ ' G . ,�' r HEVER 143 3-4"Wx7--0"H SM C DTTI SEE 2/!3,41 FOR SEE 2/A3.t}1 E I i; '‘* ' 10 FULL HEICiT __ f -SEE / T.R. ir,' E SEE 4 !2,41 F+► .._: .-.._ 4 !2.04-,QR_____ : i EXISTING & RELOCATE # I` fl ® -- 3/!3.01 & SIM s ii► :ON SIM ON . -. ... f ti 07 1 TO IRE OF NG }i : � 4/!3.41 i; _ _ ii ' 4 7 E AND __ : A S , --2x6 STUDS AT a` -_ a tair i, HARDWARE AS REQUIRED , .:i y �f 24 fl»C, W/ MOCKING ..,. ... # E 6-O�Vtht?--44"H ' ► , i , '.-... -- --SEE 2/A3.01 FOR , j '`c ', AT ° O.C. i� T.R. ; '� 11/A3.01 FOR h11 ',... C� GARY M.LIVERMORE • ® --5/8# UM ESI �' E ADDITIONAL INFORMATION --SEE4/42.01 FOR 4 10 3,,,. , i '.\-0 , 2 r 7 FACE & -1 INSULATION T ,Iair T T SIM CONDITION 0 '� *' '�° - 1 I QN • illlitiGrl!` .F} e1 0. .0tix7-AA DOOR r a OF V 2 GRAB DOOR 'Y`• -. SEE y S-01110-01-1 --SE 2/A3.01 FOR , S 9&14/!3.41 FOR --SEE2/A3.01 FOR .....,,. __._ - .. __.. flNAE INF T9C�I H •: -_ 4/A2.01 FOR SIM (TION . x . , f EKISTING --SEE 4/A2.01 FOR ® = --_w �,� FULL HBGHT WALL `31 , 2 HR SIM CONDTI1ON LATH OF EGRESS TRAVEL INSTANCE: 133'-4" (14#894 S.F. a= vota toga 3 1 1 C "=I MO ." e F-1 AREA W, fi ': 4/!3,41 / ER P �. LJ 3 cm - ' g , --SE 3 A3,01 & '' FRE _ �- OFFICE (B} i - --2x6 DS AT AEX:IVE (600°I _/ . / CD 324" O.C, W/ BLOCKING S.F.} /./ a 41T-9/ A//'; 111 •B 111! # _ / �"` .„ x,w AT 48 O,C, . = r n» ,,,�,,,+C CI" 1 if! EACH rri �wr wiw OM NM�s i ONO rye u.r ®rr nee aMak Aew a mew waew A >� Air err+ OM Asi OM e® . a � �' '�'".'^�' f' -,,.�' FACE & R--15 INSULAT3t l r i 1 4 r .. . 1 • Q0.. _ /.° - +.'.w. ,.y .*. i 1A FULL HEIGHTWALL 1'EJ . . . • :. CONSTRUCTION TYPE: V-B (NOT SPRINKLERED) � , -SE 3/!3.41 & :` 113 �' 4/ 301 STUDS AT F T QU1 � :NTS :: .: „ A : '' STRUCTURAL FRAME: 0 HR e ,� a 24 O.C. W/ BL NG ---- RIOR BEARING w i !LLS - -� kao : � Wa e ryL1 ROM PROPERTY LINE) AT 48" O.C. s • E 0 HR TYPICAL {2 C I RATING REQUIRED AT LESS 4'-0" t .,-',: -5/8" GYPSUM EACH , : ��s, _ Livermore A E �k INTERIOR BEARING WALLS: 0 HR r.:71. F & R-19 INSULATION EXTERIORNON-BEARINGWALLS: 0 HR • INTERIORNON-BEARING 1ALLS, 4 HR „u u _ � ROOFS: 0 HR [ . ,E OCCUPANCY SEPARATION: NONE REQUIRED WTI I N Be S-1 AND F1, TABLE 508.4 9 '' .......- •••• '� EXISTING 1 HR il EXITS r I 7 T ,, T :'. 7 T FIRE BARRIER " i 0 , `` ._ ITENANT SPACE: 2 1 EXITSREQUIREDMFOR THIS --SE 2/A3.01 FOR (E) T.R. MAX TRAVEL DISTANCE: 2(: FEET (S-1 & F-1 HEADER 1171 TA i _E 1016.2 --SEE fl4/A2.01 FOR SIM ] ta, COMMON PATH OF TRAVEL: 71 FEET (S-1 & F-1 OCCUPANCY) a (E} FACE TA e 1414.3 . /1161 G HEIGHT AND AR E IA BUILDING AREA: 770 S.F.--B OCCI iI ANCY C-1 °1 x (FIRST FLOOR) 10,980 S.F.--F-1 1CCUPANCY 6 9- •, {] 1,365 S.F.--S-1 ) .CUPANCIES 0 .. ... ALLOWABLE AREA BASIC ALLOWABLE AREA B OCCUPANCY--9 C, )0 S.F. O 0 F-1 OCCUPANCY--.; ,500 S.F. S-1 OCCUPANCY- - °,000 S.F. ERONTAGE I INLEEta 4, 104, - ..,r. .,1 0010r *MO gree NMI WA IMO 00100 ® 0110 .o sett re. 4111010r re0 11111100 91rr Wer carr 0000. 04100 000 rr. ..r ter.. 48 0)VIA -4.25 50/30 MODIFIED ALLOWATILE AR MOD. B_ _ . + � ... �, +� j�. {x' :: f, MOD. S-1 OCCUP/N N--13,320 S.F. y� 15. ,f/ - f 7, r.. ,,,' .. V ,,. '� ,e'". # k, f ' kt\ ,F ,x fJ :„/;//',/ .`-^ J' r,i ik,,1 'e 51 I NOTE: ♦ -+ ►' i • / r' ,/ ; r + ., 1.43 =< 1.4 t { C k'i MINIMUM WIDTH OF EGRESS PATH 44" *+ � i + ' # # f `' � `< = r `' ;, � � - - C`' PROVIDE EGRESS LIGHTING ALONG EGRESS PATH. ., ' ,, ,� , '.'f: ,.r ,, t / ,' es ' f`< C " . a. ► � : / ,<� ./ �� BASIC ALLOWABLE H i - 40 FT- f ' , LE EIGHT F 1 OCC ANCY MIN LIGHT LEVEL 1 FOOT CANDLE, ENTIRE5c + // �' , G ,x .Mr..'_...a. / ut ... •, `.c S '1.0 - .^"r'`.! ` „rr',r ✓,r' 1B - - '. EGRESS PATH AS MEASURED AT FLOOR L. _ ,. (' AL f /�. , ! �� . , .' EXISTING HEIGHT: 20 FT (BUILDING) A e\ \r t ' ' # ' `; J /'f %` "" ////'' l; 5. r, 9.7 �i BASIC ALLOWABLE STORIES: 1 STORY F-1 OCC 1 'ANCY = "^ ,,,,. ,,,;•"44‘..11 � . i'`."4 ., .;! .';/ '.• ., ,'', r' ter./ =' / r./ r f 1 STORY S-1 OCC ) ANCY +E / ✓( OCCIF4. CODE REVEW LEGEND rr u ' f ;',/ //,/ / ,' yr. , 3'-otix '-01H ACTUAL NU BER 4F STORIES: 1 STORY (F-1 OCs I. PANCY)rr / / --SEE 2 13,01 FOR1 STORY S-1 flC : PANCY { :a s, ;, EGRESS PATH / /f% i'Af'' / r / ' / ( } = p'W e ..... ..k �,s ' - 2 STORIES (B OCC J 'ANCY}FULL HEIGHT x .,`` , m ';,;; , , 4 ,, ;x .rr i . . m„: ,. £ -SEE 4/!2.41 FOR _ C=1 STARTING POINT OF EGRESS \ , , �,r; ,>.ix\R ' ` r`"it 14 *LN •: SIM C4NDI11C E OCCUPANT LOAD 3/A3.01 & PATH OF TRAVEL -- 4 4 f r 1 e, ,' i APS W Q ' {MOST REMOTE POINT OF THE 4/A3.01 �, < r .,..I --2x6 WOOD STUDS AT ♦.:, . -, ,i „ T 1 C,+) I-- AREA) 24 4.C, W/ BLOCKING .:.�s CO FIRST FLOOR -- � t �� x % „ ► ' ' FACTORY SPACE F-1 1ti,9£3} S ' 1flt7 ., x�t 110 DRAWING TITLE: EXIT SIGN PER OSSC SECTION 1411 AND e.. ,441:00f7FULL HEIGHT WALL STORAGE SPACE S-1 774 SF 500 2 ® PROVIDE EMERGENCY BACKUP POWER PER OSSC --5 f8 GYPSUM EACH ' .. ; •, _ i 4 & SECTION 1006 F & R-19 INSULATION <•.. ��� I I♦ ----SEE 3/!3.41 & OFFICE SPACE B 1,365 SF 100 14 FLOOR P c� ., �_W „ j *,.440.3',. V + A--' _,., , „ 4/A3.01 TOTAL: 126 ��� �.; '� --2x6 WOOD AT SECOND FLOOR i ,,,,'„'"7, ,, GML i : .� ,2? 0.46A, ;6. o� •x OFFICE SPACE B 1,435 SF 144 15 DRAWN awiv ear: CSN ` ra STORAGE SPACE S-1 425 SF 500 C, BLOCKING x , AT O C 40 7,41144401'45+ ` ' }4' ♦ 7 , , ', --5/8" f EACH + TOTAL: 16 �i• AL - t # "++F' 4, FACE & R�-19 INSULATION HAZARDOUS MATERIALS WS• + . A THE EXTRACTION PROCESS CHEMICALS FALL BELOW 44144‘04- Vie -H : MAXIMUM ALLOWED AMOUNT, `; "` SEE PROVIDED SUMMARY, Ao al 1 CODE REVEW & FLOOR 411 , 1,8. . „O.O . I. Ii- .... ,J11/1111. 11K 4i Jlii iII,Y1,111 WY 1,11111111111111 i,W»u , i ii L„ i ��II i a dmn, uu noi u1NIIIY 1 1111114 L111111111111111111111111II1J4111111111,111,14111111111114,1 , II.„I1 1,,I,1111111.„11 1,1, ..11... 1.'1.'....1.111111111111, iiu. , III illi i.1 W11101,111111114 1,1111,11,110010 i m.,..„i, i„i 1,11,1 n i i 1111 iiii���� �� � � i„ „� � � I � � �„� � � �� � �,� � � ��i i II i , ins iii i„I i, viii in in, innioi ,ini,in ionnii nninii ni i , 2" 16'-3" 16'-2" ,4'-0" �, 2" a. 16,_3„ ill 16'-2" �,4'-O" 6 i i N GENERAL NOTES ON INSPECTIONS = 1 1. INSPECTION, OBSERVATION AND TESTING REQUIREMENTS HAVE BEEN ESTABLISHED PER 2012 INTERNATIONAL BUILDING CODE IBC vi 3 3 3 3 vi 3 3Alk 3 3 (IBC) o © © o o © o © 3.0 ' c3 © 1.1. REFERENCE PROJECT DRAWINGS, SPECIFICATIONS, AND IBC SECTION 110 AND 17 FOR REQUIREMENTS2. AIM 1.2. ABBREVIATIONS USED - 0 "I. 0 um ... .0 EOR ENGINEER OF RECORD AHJ AUTHORITY HAVING JURISDICTION • - v NDT NON DESTRUCTIVE TESTING ----E- `� 0 i SDC SEISMIC DESIGN CATEGORY, SEE S0.01 FOR ADDITIONAL INFORMATION ---� r- _� r . F.O.W. �'1 ..1'...... ........ ......:.. ...._l L,�r x::.:: , . . .. ,. a 1 T F.O.W. ` i....,^.-.. ,,�+......,.�.. .,., :..........., ..., ....y `� SYSTEM, SEE50.01 FOR ADDITIONAL INFORMATION .. SFRS SEISMIC FORCE RESISTING S r IL L_J L_J L 2 R QU R -� ._ i d E IED INSPECTIONS BY THE BUILDING OFFICIAL (IBC SECTION 110) -� "` F.Q.W. -- - - ---- ----- 2.1. FOOTING AND FOUNDATION INSPECTION : :; -- . - -.- - _ . �� 2,2. CONCRETE SLAB AND UNDER FLOOR INSPECTION • ti. c-i© 2.3. FRAME INSPECTION • :: _ - ©_I 2.4. GYPSUM BOARD INSPECTION 1 co - 0F'FICF/1�ACKING } G�]H R( I _ OFFICE © 2.5. FIRE AND SMOKE RESISTANCE PENETRATION INSPECTION 113 ;.' _ a Q �_.. _ _ _ ��� . _ ti © 2.6. ENERGY EFFICIENT INSPECTIONS -- N 1.. - - ; r i "' 2.7, IN ADDITION TO THE ABOVE REQUIRED INSPECTIONS, THE BUILDING OFFICIAL IS AUTHORIZED TO MAKE OR AUTHORIZE ANY ADDITIONAL �ISPECTIONS AS �' 0 --- © - - - - --- - - --- I t NECESSARY TO ENSURE COMPLIANCE WITH BUILDING CODE OR ANY OTHER LAWS ENFORCED BY THE BUILDING DEPARTMENT - AI I �- " ""' 1 3. SPECIAL INSPECTIONS AND STRUCTURAL TESTING (IBC SECTION 1705) c:, .0 A2.0 i, 3 1 NER'S R_ _ . . THE OWNER, OR OW EPRESENTATIVE, SHALL EMPLOY AN APPROVED AGENCY TO PERFORM SPECIAL INSPECTIONS I 1 _ _ - ii cv 3.1.1. SPECIAL INSPECTION SHALL BE ACCOMPLISHED BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY ( URRENTLY CERTIFIED AND 3 05/05/17 PERMIT SET ' F.O.W. ,� \ - --+�'_....,....,....,..,..... - -- ,,� F.O.W . THE BUILDING OFFICIAL 07/14/16 PERMIT SET -1:t7------ is ......,,.. ............. ..... ........................<„�..... ,,,,,,..... �. APPROVED BY ..� F.O.S. �, F.OS. N 3.2. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WiTH THE APPROVED DESIGN DRAWINGS AND SPEC EICATIONS 3.2.1. CONTINUOUS SPECIAL INSPECTION REQUIRES THE SPECIAL INSPECTOR TO BE ON THE SITE AT ALL TIMES OBSERVING THE W(iF < REQUIRING SPECIAL ::_ .,- I DATE DESC. INSPECTION, INSPECTIONS MUST BE PREFORMED BEFORE FINAL ACCEPTANCE OF THE ITEM, 3 2 all 3.2.2. PERIODIC SPECIAL INSPECTION REQUIRES THE SPECIAL INSPECTOR TO BE ON SITE AT TIME INTERVALS NECESSARY TO CONFIRt THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE, OPERATIONS NEED NOT BE DELAYED PENDING INSPECTIONS 0 o 3.2.3. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED ON THE PREMISES OF AN APPROVED FABRICATOR PER IBC EE :TION 1704.2.5.2 = i 3.3, THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OF RECORD, ARCHITECT 07 RECORD AND OTHER �'� .'9$I 'Ce_ '3 FLOOR PLAN GENERAL NOTES LEGEND _ CODE DESIGNATED PERSONNEL. ' ',;-:...\= GARY Nl.LWERMORE 2014 OREGON STRUCTURAL SPECIALTY CODE 3.3.1. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR POSSIBLE CORREC LVE ACTIONS, THEN 1F • APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL ROOM NAME r n FEDERAL, STATE, AND LOCAL CODES. SPECIFICATIONS AND STANDARDS SHALL ROOM I ## STILL NOT IN CONFORMANCE REPORTED TO THE EOR AND THE BUILDING OFFICIAL µ 'c�, ._t MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, AMENDMENT OR GENERAL STRUCTURAL NOTES 3.3.2. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS COAF ._ETED IN CONFORMANCE ' t'M ,OREGON I REVISION OF SUCH REFERENCE STANDARD, IN EFFECT AS OF THE DATE OF F.O.S. FACE OF SHEATHING 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE WITH THE APPROVED PLANS AND SPECIFICATIONS. ANY INSPECTIONS OR TESTING WHICH IS NOT !N ACCORDANCE SHALL BE CI EARLY INDICATED = : ^� THE CONTRACT DOCUMENTS. = U- 1 F.O.W. FACE OF STUD WALL FINISHED STRUCTURE, THEY DO NOT INDICATE THE METEOR OF CONSTRUCTION. 3.4. SPECIAL INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF IBC SECTION 17 AND ANY ADDITIONAL RED IIREMENTS OF THE - OF(). 1 • CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN OR THE CONTRACTOR SHALL PROVIDE AND IS RESPONSIBLE FOR ALL MEASURES BUILDING OFFICIAL. OMISSION FROM THE LISTED REQUIREMENTS DOES NOT RELIEVE THE CONTRACTOR FROM PROVIDING INSPECTION AN ) TESTING REQUIRED BY 4 c.•- 2x6 STUDS AT 16" O.C. W/ 5/8" THICK GYPSUM SWATHING EACH FACE NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION, SUCH THE IBC SPECIFICATIONS OR THE BUILDING OFFICIAL IMPLIED PRIOR TO START OF CONSTRUCTION AND NOTIFY A/E OF ANY -ATTACH ' W/ 6d COOLER NAILS AT 4" O.C. ALONG ALL EDGES MEASURES MAY INCLUDE BUT ARE NOT LIMITED TO; ERECTION MEANS METHODS DISCREPANCIES. AND SEQUENCING, BRACING, TEMPORARY SHORING, FORMWORK, JOB SITE SAFETY, 4. STRUCTURAL OBSERVATIONS (IBC 1704.5) (� �) AND/OR LOAD EFFECTS DUE TO CONSTRUCTION EQUIPMENT. 4.1. STRUCTURAL OBSERVATIONS SHALL BE PREFORMED BY THE EOR OR OTHER REGISTERED DESIGN PROFESSIONAL DURING CONSTRUCTIC i` IN A MANNER TO BECOME • CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTING AND COORDINATE ALL1...:::...:.:. .. „ 2x6 SILLS AT 16" O.C. W/ 5/8' THICK GYPSUM SHEATHING INSIDE FACE 1.1. CONSTRUCTION MATERIAL ON STRUCTURES SHALL BE SPREAD OUT INA GENERALLY FAMILIAR WITH THE IN PLACE CONSTRUCTION CONDITION REQUIRED INSPECTIONS. --ATTACH GYPSUM W/ 6d coma NAILS AT 4" O.C. ALONG ALL MANNER AS TO NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. 4.1.1. GENERAL CONTRACTOR TO COORDINATE STRUCTURAL OBSERVATIONS AND NOTIFY THE ENGINEER IN ADVANCE (MINIMUM 1 WEE} PRIOR) TO FACILITATE THE • VENTILATION AND LiGHT SHALL BE PROVIDED AS PER SECTIONS 1203 AND (EL ) 1.2. VISITS TO THE SITE BY THE ENGINEER OF RECORD SHALL NOT INCLUDE OBSERVATION BEFORE THE ITEM UNDER OBSERVATION IS COVERED OR RENDERED INACCESSIBLE a 1205 OF THE IBC. INSPECTION OF THE ABOVE ITEMS. -� 4.2. THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO THE BUILDING OFFICIAL INDICATING THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY }:. ! TES (2} FULL HEIGHT STUDS W/ SI • HOLDOWN AND 5/8" DTA 2. THE CONTRACTOR SHALL REVIEW AND REPORT ANY DISCREPANCIES FOUND 2 L_J EXP. BOLT (4" ) W/ 24'x24"x24" THCKENED SLAB AMONG THE CONSTRUCTION DRAWINGS, SPECIFICATIONS AND THE EXISTING SITE DEFICIENCIES OBSERVED. ... a; c • ALL INSULATION INDICATED ON THE PLANS SHALL COMPLY WITH OR EXCEED CONDITIONS PRIOR TO START OF CONSTRUCTION AND REPORT ANY DISCREPANCY 4.2.1. STRUCTURAL OBSERVATION REPORTS SHALL NOT CONSTITUTE A WARRANTY OR ASA GUARANTEE BY THE STRUCTURAL ENGINE E 2 AND DO NOT CONSTITUTE o THE REQUIREMENTS IN SECTION 719 OF THE IBC FOR SMOKE DENSITY AND FLAME SPREAD. TO THE ENGINEER OF RECORD WHO SHALL CORRECT SUCH DISCREPANCIES IN A SPECIAL INSPECTION WITTING. 5. RESPONSIBILITY (IBC 1704.4) _ ;, PROVIDE CLASS B, DRY-CHEMICAL FIRE EXTINGUISHERS RATED FOR 2.1. ANY WORK PREFORMED BY THE CONTRACTOR AFTER DISCOVERY OF SUCH 5.CONTRACTOR CONTRACTOR SHALL CONVENE APRE-CONSTRUCTION MEETING WITH THE EOR, AHI, AND SPECIAL INSPECTOR WHERE THE REQUlREME d 'S FOR SPECIAL �. • BE CATETHECCONTRACTORFS R K WRITTEN CORRECTON IS PROVIDED, SHALL KEYNOTES - - a . PRESSURIZED FLAMMABLE LIQUID AND GAS FIRES ON EACH FLOOR. PROVIDE INSPECTION, TESTING AND STRUCTURAL OBSERVATIONS AND INSPECTION SCHEDULE ARE DISCUSSED. MEETING MINUTES SHALL BE PRC/ DEQ TO THE AHJ AND MAXIMUMIUITRAVEL DISTNANCEHER DOES NOT EXCEEDEACH EXIT D75-FE D ONE COORDI ATE FINALTHE I TES 3/4"/ TEG PLYWOOD 2.2. WHERE ANY DISCREPANCIES OCCUR BETWEEN PIANS, DETAILS, GENERAL MAINTAINED ON-SITE AT ALL TIMES � ����� STRUCTURAL NOTES OR SPECIFICATIONS, THE GREATER REQUIREMENTS 5.2. AS REQUIRED PER IBC, 1F SEISMIC OR WIND RESISTANCE IS INDICATED IN THE STATEMENT OF SPECIAL INSPECTION, THE CONTRACTOF RESPONSIBLE FOR ITS "m ` LOCATIONS OF EACH WITH FIRE MARSHALL. it ATTACH W/ tOd 6" O.C. AT BOLJ�Is ES AND SUPPORTED PANEL EDGE'S I^'� & W/ 10d 0 12" O.C. FIELD SHALL GOVERN. CONSTRUCTION SHALL SUBMIT A LETTER CONTAINING ACKNOWLEDGEMENT OF THE SPECIAL INSPECTION REQUIREMENTS TO THE AHJ API THE OWNER i 7 C • PROVIDE EGRESS IDENTIFICATION PER SECTION 1011 OF THE IBC. VERIFY 3. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE TO COORDINATE BETWEEN DISCIPLINES INCLUDING BUT NOT LIMITED TO: EXACT LOCATION OF SIGNS WITH FIRE MARSHAL AT TIME OF CONSTRUCTION. 3.1. VERIFICATION OF ALL DIMENSIONS INDICATED ON THE ARCHITECTURAL AND k °`"" Ii , 0 13,1_07./.8-6.„ LT R®-I-65 JOIST AT 16' o.c. STATEMENT OF SPECIAL INSPECTION - r� � Y Q 3 • PROVIDE EGRESS ILLUMINATION PER SECTION 1006 OF THE IBC BY SEPARATE STRUCTURAL DRAWINGS PERMIT. SET: 4/A201 STRUCTURAL DRAWINGS { - _.. , I- ii DOOR 3.2. VERIFICATION OF ALL ELEVATIONS INDICATED ON THE ARCHITECTURAL AND v, . 0 3.3. VERIFICATION OF ALL MECHANICAL, ELECTRICAL, AND/OR PROCESS SPECIAL STRUCTURAL "' _ INSPECTION OBSERVATION IBC SECTION • ALL DOOR HARDWARE SHALL COMPLY WITH REQUIREMENTS OF LOCAL EQUIPMENT LOCATION AND WEIGHTI �,,,,, „,•,,,, ACCESSIBILITY CODES AND THE ADA. SHALJ_ • ALL NEW DOORS AND WINDOWS SHALL COMPLY WITH APPLICABLE ENERGY TH PRCNI�?E 3ON DIOXIDE DE SAFEGUARD SYSTEM INCLUDING BUT NOT LIMITED TO - 3.4. VERIFICATION OF LOCATION AND SIZE OF ALL MECHANICAL, ELECTRICAL AND CONCRETE CONSTRUCT! WOOD CONSTRUCTION 1705.5705.3 E FOLLOWING: PLUMBING PENETRATIONS THROUGH WALLS, FLOORS AND/OR ROOFS ON 2 ck CODES. 4. OPTION ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE, THE CONTRACTOR - JOB 1. SIGNAGE AT THE INTERIOR AND EXTERIOR OF ALL r.f i"s» (AT ALL ROOMS) SHALL BE RESPONSIBLE FOR ANY AND ALL CHANGES NECESSARY, AND SHALL SEISMIC RESISTANCE 1705.11 NO: .,..16439 40 .. • PROVIDE 18" MIN. CLEAR OPPOSITE DOOR LEVER ON PULL SIDE OF DOOR IDEMiFYING THE DIOXIDE HAZARD. COORDINATE ALL DETAILS. ,COMMENTS: AND 12" MIN. CLEAR OPPOSITE DOOR LEVER ON PUSH SIDE PER ADA 5. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW ITEMS INDICATE WITH AN "X" ABOVE: INDICATE THE REQUIREMENT FOR SPECIAL INSPECTION AND/OR GUIDELINES. BELOW FOR ADDITIONAL INFORM 2. N DIOXIDE SENSORS LOCATED IN ALL ROOMS AND CONNECTED TO THE SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE SAME STATE IN STRUCTURAL OBSERVATIONS SEE GENERALINFORMATION.ON INSPECTIONS I BUILDING ALARM SYSTEM. WHICH THE PROJECT IS LOCATED. NOTES N • DIMENSIONS ARE TO GRID LINE DR FACE OF GIRT/STUD OR CENTERLINE OF 6. ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL AT LIKE CONDITIONS. OPENING UNLESS NOTED OTHERWISE. SYSTEM DESIGN IS BY OTHERS AND SHALL ` SUBMITTED TO LOCAL JURISDICTION FOR 7. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH CONCRETE CONSTRUCTION CIBC TABLE 1705"3) APPROVAL STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. • PAINT ALL INTERIOR AND EXTERIOR STEEL UNLESS NOTED OTHERWISE. INSPE TIT(, EXTRACTION NOTES VERIFICATION AND INSPECTION TASK MINIMUM PERIODIC CRITERIA 1 1COENTSEDORCTION AND PROCESSING EQUIPMENT SHALL MEET ANY I./CABLE FlRE, OIL PARAMETERS LIVE AND DURING CONCRETE PLACEMENT FOR BOLT GRADE, DIAMETER, X 1 • SAFETY AND BUILDING CODE REQUI VENTS SPECIFIED IN: SITE CLASS 0 UNiFORM 1 « APPLICABLE OREGON LAWS, RULES AND PRCMSIONS OF THE STATE BEARING PRESSURES 1500 PSF ALLOWABLE STAIOEA� AND CORRIDOR15 PSF 100 PSF 300 LB BUILDING CODE � 1� 2 COMMENTS:F „HEIGHT, EMBEDMENT DEPTH AND EDGE DISTANCES UA L LF 200 LB 1 OFFICE IPSF 150 P « INTERNATIONAL BUILDING CODE (IBC), IF NOT COVERED BY THE STATE EARTHQUAKE DESIGN DATA HANDRAILAND G„ 15 PSF00 0 LB1. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE DESCRIBED IN THE RESEARCH REPORT •• NATIONAL FIRE PROTECTIONS ASSOCIATION (NEPA) STANDARDS FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE (ICC, EAPMO, ECT.) PER ACI 355.2 BUILDING CODE RISK CATEGORY 11 COMMENTS: SEISMIC I a" ' ANCE FACTOR, (le) 1.0 1. LAVE LOADING SHOWN IS NOT REDUCED • P''• DE AN EMERGENCY EYE-WASH STATION IN ANY ROOM IN WHICH CANABINOiD D SPECT: Rar• c` P•,' : ; aN., Ss=0.972, S1=0.421 2. WHERE LIVE LOAD EXCEEDS 50 PSF INA COMMERCIAL ©R INDUSTRIAL BUILDING, EXTRACT IS BONG PROCESSEDSITE CLASS 0 ' SUCH LOADING SHALL BE POSTED IN A CONSPICUOUS PLACE IN EACH STORY AND I WOOD UC110N C 1705.5 DESIGN SPECT. "4: 41', PARAMETERS Sfls=0.72, Sm=0.443 EACH- AREA. � �� � ��� ��„�� ,, ,.., .. • PROVIDE EXTRACTION SYSTEM ENGINEERING SERVICES, INCLUDING BUT NOT LIMIER S09.41C DESIGN CATEGORY (SDC) D . TO CONSULTATION ON AND DESIGN OF EXTRACTION SYSTEMS COMPONENTS OR SEISMIC FORCE RESIST CE SYSTEM(S) LIGHT FRAMED WALL SHEATH® I COMMENTS EXiRACiiON SYSTEMS, USE THE SERVICES OF A PROFESSIONAL ENGINEER REGISTERED WiTH SHEAR PANELS OF OTHER MATERIAL „ HIGH LOAD DIAPHRAGMS (IBC FE SUB TAL P DRA GS , X 1 WITH THE 1 SURVEYING,�UNL.ESS AN IXFIuI'11C�VFUNDER I ORS 672.060APPLIES AND LAND DEIGN • •" •. . � 325 by 1/2, Cd=2 DEFERRED I VERIFY WC)O© STRUCTURAL PANEL THICKNESS AND GRADE • ANALYSIS.fPROCEDURE EQUIVALENT LATERAL FORCE PROVIDE TO THE ARCHITECT/ENGINEER OF RECORD FOR REVEW AND APPROVAL BE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EXTRACTION EQUIPMENT AND FACILITIES USED IN PROCESSING SHALL BE APPROVED CiENT (Cs) 0,36 PURSUANT TO THE IBC, SUBMITTAL DOCUMENTS FOR DEFERRED ITEMS SHALL AL VERIFYGES X 1 1 �. • FOR USE BY THE LOCAL FIRE CODE OFFICIALS HtAVE JURISDICTION. VERIFY FASTENER SIZE, SPACING, EDGE MARGINS AND NUMBER OF Q SEISMIC LINES WHERE CARBON DIOXIDE IS USED IN PROCESSING, USE A P OVAL GRADE ITEM SUBMIT ITEM �; NOM O CLOSED LOOP DIOXIDE GAS EXTRACTION SYSTEM WHERE EVERY VESSEL IS ._A1IE IRE BUILDING OFFICIAL RATED TO A MIN NINE ( *+ar = COMMENTS MUM OF HUN POUNDS PER INCH. PREFABRICATED WOOD TRUSSES X X 1, 2, 3, 4 1. REQUIREMENT ONLY APPLIES TO HIGH LOAD DIAPHRAGM (DIAPHRAGM WiTH MORE THAN ONE LINE OF ¢ a EXTRACTION PROCESS SHALL OCCUR IN A FULLY ENCLOSED ROOM CLEARLY 3, 4 PARALLAM BEAMS X X 1, 2 FASTENERS PER SUPPORT MEMBER) �--- Q DESIGNATED ON THE DRAWINGS s + 109) NOTE: 01) SHALL 1. PROVIDE DRAWINGS AND CALCULATIONS BEARING THE SEAL OF A CiVIL OR " - Q © uj • F ANNDNROOM LOWER EX OSNE LIMIT (LEL) DETECTsORS, UNLESS THE EXTRACTION EVACUATIONs EQUI WITH 2. CONSTRUCTIONNDOCUMENTSEER EBYDLNERMOREIN THE TARCHI ARCHITECTURE & ENGINEERING INC. SEISMIC RESISTANCE ANCE . 11) 0 USES1 PROCESS M �C 170 5 m THE NOT REQUIRED BUT AN EVACUAiONIDEFANONLY DIOX , ( CH AND N (CAR ONCASDOXiDE SPARK PROOF IS ARE THE OTOBE DUPLICATED FORVTHEOU EINCSI©PT DRAWINGNGINEE TAGSINC, AND. VER , �� © Q REQUI .3. DEFERRED SUBMITTALS MUST BE APPROVED BY THE ENGINEER OF RECORD AND MIDCATION fINSPELTI(IN TM( `" I w'± PER1t)QIC t'XIN�YIENT'S ¢ U1 SUBMITTED/APPROVED BY THE LOCAL JURISDICTION PRIOR TO CONSTRUCTION PER STRUCTURAL. PI,IY i o Q L1' I, iii,. • EXTRACTION PROCESS SHALL BE A PROFESSIONAL GRADE CLOSED LOOP EXTRACTION IBC SECTION 107.3.4.2. WOOD (BC „17 .1„1) L�,I SYSTEM DESIGNED TO RECOVER THE SOLVENTS AND BUILT TO CODES OF 4, ANY SHOP DRAWING DETAILING REVISED FROM LIVERMORE ARCHITECTURE & VERIFY FASTENING (NAILING, BOLTING, ANCHORING AND HARDWARE) OF - � © � � RE (ZED AND GENERALLY ACCEPTED GOOD ENG( NG STAN x` SUCH AS: ENGINEERING INC. CONSTRUCTION DOCUMENTS SHALL BE CLOUDED AND THE SFRS; WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, X 1 J HOLDDOWNS - ¢ « AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) BRACES AND „,,,,,, I �Y'; L� APPROVED BY THE ENGINEER OF RECORD.� COMMENTS: I SPECIFICALLY "1, CO I= i _ « UNDERWRITERS LABORATORIES (UL) THE AMERICA SOCIETY OF TESTING AND MATERIALS (ASTM) 1. DOCUMENTATION BY THE SPECIAL INSPECTOR SHALL BE PREPARED INDICATING THE WORK HAS BEEN © PfQft" = DRAWING TITLE: • THIS FACILITY SHALL COMPLY WITH CITY CODE 148.130.080 REQUIREMENTS. PREFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS `a��' GIN +/© Pew- FtAORPIAs i THESE REQUIREMENTS INCLUDE AIR FILTRATION AND SURVEILLANCE CAMERA 139 r'' ©R,owN eY: CSN SECURITY SYSTEM. E� ' �f 44,4 CHC E D BY: ML r • PROVIDE PORTABLE FIRE EXTINGUISHERS IN ACCORDANCE WITH OREGON FIRE 9 ' ` �4 ~ I CODE 906. 4)- . 17,Aq , ��AEt '�N • PROVIDE ADDRESS NUMBERS IN ACCORDANCE WITH OREGON FIRE CODE 505.1 • • ;' 4I 0PA . I . RTIAL FLOOR PLAN , A 41.011 __ � 1/8" - 1'-O" N eiIY II �������� �������� 11111 �,��� �������„��, .� i i 1��i� a�mo�,. ,,1��il ��,�,ii�.�I,, III I t , ink AI : .0 ,....----EXISITNG METAL ROOF SYSTEM I-- 7,--- ExanNo METAL Roof SYSTEVI e0.. .. ...... .4. I NI 1 i ( L I... I. . ij - E ' 1 1. 1144,. Nt 4 ie 4 0" 4441141111 NMI MM. 001TOM OF JVT . .,. . SIM - EXISTING 2HR EXISTING FRAME GI* * . . 3 f -4 INC4CA,TES OUTLINE OF WALL FIRE :,..e4ER . . 8 -1 .., ir-: ND SECTION CUT 4 3 * 4 4 I/- * .; . SIM . 40 WINIMIONti, . ..,,...J < , ; 1 6 „ . . MINIM -4 N) TOP OF WALL (. Aga 1 et cm HANDRNL - SEE 8/A2.01 FOR L 0 11'-8" . < .1,..... "... ADOMONAI. INFORMNTON ' , .0 - .0 ..-.; .0 : i., ... 4 `a. FLOOR CNER PLONOODa. . 0 .... . . .„. - --. ---„, De 40, * JOI..1. ,... ..„‘ ee"....._ FL si NM MOO AVM % 4, 4. 4S. 4101' 414. 0 ... 1 11' 1.--- -.. N. --4... FINISH FLOOR ,,,, ii---- , ilin 1 I s.. ------° 1 1 ,. ) I 4V-0" 08.1111.1 ... ... PNIRCRIR -:-..7.7 \ de "1111111111IN ss N, ill 114 4ftevito '';'%; ORM 1.9 N.N..........._ 333 '''' & MATO4 411111111 ON ., IMMO 1.., to 5/8 GYPSUM COLING .... ,... h ......-1. I. ,31. 4 •-3,...„ CO - 3 05/:5:w/71.7 PERMIT SET N, to 1 07/14116 PERMIT SET : 4 ) 4 M. VEDRMEOSREC. N. - i 4 403,441411 i 4 I 4 4 fa V* __ < 9 'a I : 36 3A i . 38 - •.: --, . I-#ODAGATftyE I rtl 1 .. 'I 0.60 3.0 ' .0 : .., . .0 1 .0 ( I ...1 ix 1 : 40. ._ ezt.: et . • - L ..., .., .... ......, 4 Z: - CONCREIE . * 4 1 I * . 1..... ......, I . * $„, 40' 41%. a co AR:00,5:. I 4 FINISH FLOOR ( ( . ) _. c.-Nc---\-- ....'",, po 4, Z i 0 NA . I- Allorao trown emo wow 4# 0 till) SECTION (-2-***) SECTION -11154.... *: C"I>:40, 1 VY 1/4" = V-0" ,,, ,.......0 1/42 = V-0" 7,1s,s.. OFO? -CONT. 1NOT 1/2B"REALVKL OVER DOORS, 4.... ...... 7 .0 LOCATE ANY SPLICES 12" PAST DOORS . ......- ........„ ,or) a) ets a 4/ 1 . _ 1 ,..., 1 IP I 7 // //..,:7/ // // // / //// //// / ;: _: '•,k - -A ,../..„....„...".....,-," _ - . . - . : . . . - k - '.::::::,:i:1: :r CDel . , r L LI cu ; ..,...1 k-- . • WOOD 5,;1 JD WALL - ,, 1.1,4 , 4 V. -.<7C. r,....) .6 ..,..•, 0.„ SM : = ,....... ,., cg 4 4 k 3 313g,:f=343i C.,,, C-f CA Cr, g g i 3 4 Allalk DOUBLE iTUD AT JAMB Alai . ; . 40 4 k'''",ln-0440 fkr'ff'' ' fan Q A. . . FL. OVER RNA= ; 4 I - 4 WOOD FLOOR JOIST 104., FINISH FLOOR$. KNOCK- I OWN HOLLOW mErAL FRAME Livermore A&E 1 . ,..t , . i 1 1 i 8 ...03.40 - 7: JOB NO: 21 6039.00 i 44111116 IOW a. :3 GYPSUVERN & MN .4 1/2" M CEILING . :-.... . . ?, $ SOLID CI RE WOOD DOOR = 3B I 412141L l===14: -alr - .0 <**). „„,„,„, ..,..;MO MO*44‘w, into ,WINS 111114 . . D<ISTING CCNCRETE - ior Iiii %,11 ,.... ( t.1 I ( - FINISH FLOOR 41, ........_.vA.VW......., HEAD CONDITIONJAMB CONDITION 3 SECTION 4 TYPICAL INTERIOR DOOR DETAIL 49i1 1/4- . i'-os ' 2.0 3" = V-0" _ 1 . . 2 - 'NC : GYP. BD. s AT SIM, 2x WOOD PLATE ... 3/4" PLYWOOD TREAD _ .._ - „ _ RADIUS --, 1/2" 1..- _ . AT SIM 3P-6" 1/2" RADIUS 10' 1--- - c... T.O. Wi‘ .I. 0 , „ -...__ .......- ....1.-.-..-......,_ (\I PLYWOOD TREAD i ,,,...,,, --- ---... ,": I 1/2" PLYWOOD RISER . 1,- ...r........----___.................... .:::.-z.....1 04 - : --;,_ ' • i 1/2- (;) ._ ,. 3/4- PLYWOOD TREAD 411111111111111111*. -,-.: ' ,. '''' - -›‹- -71-----/- f< - 0 - :, - -.- .---- ‘:-., 7,-1/4 r- fi 2 x 6 EA. SIDE OF MIDDLE , f= - SIMPSON A35 EACH SIDE, BEND LEG DOWN STRINGER FACE NAIL W/ 16d cv 12" _ CO Z 0 li 2x14 cur STRINGER W/ 16d 0 12" ,,,, II . .- Cd2 Cr2 . T.O. Hi 4DRAIL Ci3 Ct ,:' , P.T. 2x6 1 2 x 14 CUT STRINGER BEYOND , 1 ..... ABOVE 405E OF TREAD --ATTACH W/ (2) 5/8" EXP. BOLTS (3" --.,* EMBED) . . CONT. 2x6 W/(2) 16d @ EA, STUD. .. , -. WOOD I ‘NDRAIL 0 . 1 ..1."......„.„ . ..,,cP cn 16d 1, 12 Q.C.0.C. TO BLOCKING 1/2" PLYWOOD RISER - . 101e LL C) Ci.ile il - -• 0 12 "443 3 .;_ 2x BLOCKING '.-• <-1 sess) C,C) R-05 1 rr, , , 1 - Sall ' i DRAWING TITLE: w is r VV# _. ,. .. . perms ,.. ! V.. I , . <1. : _ - 1 ... • . , jr. .,-. , .. - DRAWN SY: CSN v • ' FIRE TR ATED 2x8 WOOD BLOCKING CHECKED BY: GML , ---' 4. . . . -..• <14 v . . - _ 0R8" IDE 16 Gk METAL CHANNEL - 4 . • ,. VV I .. VVV ALONG ENGTH OF WALL WHERE . - APPLICP ILE ..., **VAL"-- .................vAm ' \7\ 1.3.1 - 5 TYPICAL WOOD STRINGER 8 WOOD STAIR TREAD & RISER I oflk TYPICAL WOOD STRINGER 8 TYPICAL WOOD HANDRAIL A2.01 , V3.0 1 1/2" = V-0" ' 0 1 1/2" . 1#-O" $i1 1/2" = V-0" ' 2.0 3" = 1'-o- Ts ,..., , e ,