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Plans (2) BU P2017 -00128 2 of 2 \ i 1 ALTERATIONS FOR , ,,-, , 4 ?ill! _.. -.- i 3 3 3 33 N , JD FARMS _.......... - 4 1 4 -- 3, 6830 SW BONITA ROAD •, TIGARD, OREGON 97224 I _ , - tlzir,:.;'z:;1.1';'`U'i,-*V.2A.:,;1:1'..,f, c0.''.2.0,'L .Vvo',:,',,,.,,,;162,t 44,'41,0 ;,, ?:-..,w64r!,?:',%ateitttiretottkeiteUe,..-11:14.04.Rif.,R4V '5t7tnFi-klfYZ,:'-:r-,tr.'r in VsajAtikkali#4*VR-7'..'4 Si4441,1,12,,4, N.,;i'4 4--':-1 q;ft%-.10,14iSS44;011.S1/45.4.4iko i.Aiii-`,,,Atrt;i4i,`,IIN.4.WAIII''.',400,4'IAI't v.,),f'28*.P NIT'tli-Oi`C.4'4J.0,1';''211',.,"0:0'PO't'141741°,1)1'Wq0,'P''reiiriVit"IVOitif*N. , ii4a"i', .,&Fit,'` '''''''''':al'r4P.:.-....kii.',..4...v..Airt.igtft' ?.'',a,tv... ..;:111!. ;Li: ,.4itr,T,It A'%501:11,m17-ixt,-,.', .4,.,•;4,, ,,,,;.tei.a...:-..,,: rtatkl,it.:.',:lir,;,,It.,',*,,,,,,t4w,tevet.4;kla..„.;ACtcP,:,;,:y4::,,Aphrztiii. -t,irtzr.?;,.4A1 1 _ - I t; ; - -M. 13 i t.. 7 - ZL, II _ $ .. it i -iY • . 1 *MR" U . .M T SET I i # DRA G LIST LIVERMORE ARCHITECTURE & ARCHITECTURE / , DATE DESC. ENGINEERING STRUCTURAL ENGINEERINGi „„.. , ... , , PROJECT MANAGER: HIRO TOMOMATSU 5125 SW MACADAM AVE, SUITE 200 PORTLAND, OR. 97239 4...CO PHONE: (503) 892-3002 41 - („,,,' GARY M.L. ORE 003 rd -FAX: (503) 892-30,...„.. I, EMAIL: HiroTLivermoreAE.com . _ - WV,. Z SW BONITA ROAD . NO,ORE(ON • _ Cr) Z ,...p 14r- OF 00-' . I 0 - CLIENT (I) ce cr) _________ 7 JOHN HWANG 1 2 2 (f) = x PHONE: (503) 724-9648 • ffi ai ///4„,_,,z t__ 1--.,..., D LT. EMAIL: JohnHwang87*icloud.com RE .r ES a. a. 2 2 ("4 u. o 0 - ac ct: _i.*-3 z N'*—BUILDING - - • co0 cr) • .g., I cl SCOPE OF WORK , = L.I , § _ co r... 1..... *WW1 311t) 1 _ 1 3 co - CO r" a a 0 INTERIOR IMPROVEMENT FOR EXTRACTION/OFFICE AREA FOR FACILITY. OCCUPANCY 1:= . cn CHANGE. :- r =1CD st13.. i . i '4,....,_ a) tn._ 00 • :-. %3134,.. 0 in 8 1 A - -_-, = LUC= LLA A' SHEET NUMBER SHEET . 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I I ' SIC Cl !GENERAL NOTES 1 2 3 44 111111111;ail tJ i... . 111111111;I: I., E 1 ST1.01 'SITE PLAN & PROJECT NOTES 1 2 3 4 MI 1 II i _ I ,, ,A f — -.. ?....,-4,-0' 1 13- = = iC1 1,14" 3 1 a ,L A0.01 CODE REVIEW & FLOOR PLAN 1 _2_111 4 .......1 I] ,......./r 4.444 k '7 - . ,11110010ffliollm, II 1 11 rYi 'CI 1 1 R.F...Nmw.e.1).710R CODE COA I A1.01 PARTIAL FLOOR PLANS 1 2 3 4 IIIIIIIIIII - . ' ., ri,.......,...4.44........... - , . ., ,...r ...0......‘„,.....,..i...4..., . ,, , _ ,,, ,„ 1 A2.01 SECTIONS & DETAILS 1 2 3 4 II Al,pro!,,,,,..t,, • 3 4.4-4"-4'-' i 1 A3.01 DETAILS 1 2 3 4 --10 in OTQ 1 7 , 7, i II , ...„, ,-. , ., L ,kddres: L 1 1 11111111, , m ry- sut. ,. , ,-_ 1 , ..., , = ..... _ , _ 1 - II: ..ur Ay , k -1' 4 , r 4 , - - ' 11-2 RE'N:ISIN , 1 Immul . , . , , 11 3 1 11 1 1111 HI mom A; Il I * Amonomos. ........,,,........ 3 , a,... . '' 4-, A - SIM". NEW WALL sommoo NEW WALL =.. I --- DEMO 11111, -- DEMOOFFICE COPY ; i 11111 i NoRTH NoRTH CONSTRUCTION PHASE 1 FIRST FLOOR (011:111) CONSTRUCTION PHASE 2 — FIRST FLOOR 4111 Ia... 0 NOT TO SCALE NOT TO SCALE - `st C3 Cs4 - Csi ' i A Ni 74,-' ".' ",.•.0,-./.0 \IN\'480,r, 4,:!-"z.- ge.,010)*(Kirkkg..1*. 00,&01,414,,,,stio ' CX 0) , i ;,„--;t.NA*47,4:vx.**-44,0'..w44404exvic.** rik 444*,..44'44.14'4,4-0,00'4 ' 1 ii AI .-4**.tiaMitat4406V4014 41114C , IIIMIIIIIII**4*--1441 I-- IIMIIIIII4*"*".;.4,(1 :1461itttirri44.'611' 4.,...A ..,..%/.. 1 '..A.*,.. riAt4'0,11.1maitak4 - X 0 C, 01) M CD ----1 Li- Cf)3 . 11 . I l_ 2 2 ° I< (n4*) r . r S-1L.41-11-1L-23-1L-1 4- I 1 • : r. CIC.31=1=C.:1C.MCM ' 1 x A 1.-- _ I I I , , 1 , 1 1 11 1 II, 1 1 1 1 ,11 1 , , i , , , I, r 1 1 - 1 _ 2 , 1 , ! 11 1 . 1 PROPERTY LINE - ifillamow MNIONINNIF 00111.11.11* 411111111111111.011. I 1, _ fl L -. 106 1 tiiedi101 1 GROWNG 4 6 / _ , _ 411.1.1.111110 - I ..- - --- 1 1 1; Lai _Lai '1 t. _ Z 1 i z STORAGE GROWING 1 i I 102 ...10 :3 iit ' - I 1 = E:1 I 7. 1 1 W [—TY1 Cli k * I i r L....i.....,, il it..-11-.R.,,,1 ` - I = ELECT. iE I 1 ii -„.."—SPRINKLER : I _ RISER 111 I , I i r, i PRODUCTION I1 - . : 109 Nil _ I _ ; ' T RUL GROM ,ffLi1,11 *NG 5 o -T I sEr OFFICE/ E 1 10 PACMING - 0 F -,-,- 1 I . * , Z kt Zi - # DATE DESC. li : < 114 , * 1 - r.... . . 1 (`-• /// , oFficE .4, mi,.... GARY M.LIVE MORE ;) 111111 A CK (.._,..) 6. /:/// ...z.z., , ..... 1 , i 01M r PO* I..'N ,OREGON 0 F-- fil) e,git ' 1 0 _..., , PROPtiiiY UNE ,- . 41111~11/011. ANIMMISVIO 91111MMOINIt 41111111111.0 IMININININO illANINIIMI* 01111111.1M. 41111111111111111111 OD • _ i C4'. 1 i _ li I LAI - = i 1 I (_r) 1 (_r) _ --- iI .— 1i 1 I i \ , 1 I ' t 1 i I 1, i ; I ; 1 1 I , , i 1 . -------- i I I 1 ! 1 I ! It 1 I 1 1 1D II CC 2 4) i ii 1 J I tlt i I I i iit i ! i I =CD g 1 1 , 1 1 1 t MMas ' { i I ) 1 PROPERTY UNE = :I 1 I I ,i .-: - , 1.41 g= 8 .1 3 I , I 1 I 1 CrA, I / I I 41.016.8 E I I / ,^ , i it i . i / II , 1 1 1 ; # i i I 1 t I t 1 I I 1 t 1 I / r i ' 1 /1 r 1 I ! , . ' i. 1 i 1 if 1 i 1 I I I ,I i I / / // Livermore A&E / / I JOB NO: 216039.00 ` II U 11 1 3. , 1 i / / / t-, , i , .. . _ _ _ _ ...__ _. _. __„„__ _ ___. __ /. = I _ I t - 1 3 _ . __ . SW SEQUOIA - . i i i _ 1 SITE PLAN _ , -II', 1" . 20P-00 -.-. I . I GENERAL NOTES • 1, • THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT sffE _ 1 AT ALL TIMES I ; I iri _ • THE CONTRACTOR SHALL COMPLY WITH LOCAL UTILITY PROVIDERS REQUIRING NOTIFICATION OF INTENDED EXCAVATION. • ALL WORK SHALL COMPLY WITH THE LOCAL JURISDICTION REQUIREMENTS 44/0" 3 AND THE PROJECT SPECIFICATIONS. - Cil ct3.4 I < 04 . THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND r..„. DIMENSIONS SHOWN OR IMPLIED WHICH MAY AFFECT THE WORK PRIOR TO CK 0) _ THE START OF CONSTRUCTION AND NOP( THE ENGINEER OF RECORD OF ANY DISCREPANCIES. F-- • NO SITE IMPROVEMENTS UNDER THIS PERMIT. CHANGE OF OCCUPANCY CX I AND MINOR INTERIOR ALTERATION ONLY. 0 0) 0 • EXISTING CONDITIONS BASED ON FIELD MEASUREMENTS AND INFORMATION in FROM PORTLANOMAPS.COM.i = Z Lim 0- 0 . 1 GE AL SITE ZONING INFORMATION I g MAP 25112 _ U rou AD TM LOTS 00200 & 00300 0 9tE i ZONING IP (INDUSTRIAL PARK) _ WI re) -3 I-- co ( 31 GENERAL BUILDING/SITE INFORMATION * EXISTIW SITE AREA 46,262 SF • EXISTING TOTAL BALDING AREA 13,115 SF DRAWING TITLE: : SME PIM & mazer i I • EXISTING PROPOSED OCCUPANCY CHANGE '.4 * 7".: SF NOTES 1 - DRAWN BY: •CSN CHECKED BY: GML I A ; I _ „ 1 I _ =a 1 4 0 .1 1 ,.. 0 APPUCABLE CODES ,..1... - 20*-0" 100'-O" 40"-0" BUILDING CODE 1 r , i )" e ,,-• 2014 OREGON STRUCTURAL SPECIALTY CODE (BASED ON 2012 IBC) ELECTRICAL CODE 1 2014 OREGON ELECTRICAL SPECIALTY CODE (BASED ON 2014 NEPA 70) ENERGY CODE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (BASED ON 2009 iE00) MECHANICAL CODE 2014 OREGON MECHANICAL SPECIALTY CODE (BASED ON 2012 IMC & 2013 IFGC) 1 ___ 1 PLUMBING CODE 3 - 1 2014 OREGON PLUMBING SPECIALTY CODE (BASED ON 2009 UPC) ., JURISDICTION Criy OF TIGARD, OR a . /... \ 1. 01 ; i - OCCUPANCY CLASSIFICATION .. '.' NG 2 .. .. GRIMM 3 I s I; ; * STOWE [7:1 : , • , iirti i , , , ,I REMOVE Extsrm ,..., / . ' 4/ , ,,,41: .. 416 ,r. i 101 " I , 1 y . : r . . . .. . . . . . al ''' , DOOR & RELOCATE -,1 % I FULL HEIGHT WALL I ,,_ € 1 E I - - 411111041/1 ' '1 . .. ../ filtilltill 7 --SEE 3/A3.01 & a , E.--1-_-_,:_z_J .1 , - : , - _ _ __ _ 'lir i a , Lit ; 4/A3.01 ;: .1 ..- . ••,..... ROA MWTA 11=11 114111/ 112224 =V qMS mwm 40 MAW 02W 04 k WMO AM MWM amu DM11 W611 tIMM amm wale if : • •-. I I •/ Atip 1 i IN -: / --2x6 WOOD STUDS AT ii „ il .--2 II • '' It' illihr 4 - 1 „ mita ( L. ... 1 24" O.C. WI BLOCKING / ACCESIBLE SIGNAGE - / I :. 1 // /7. / --; --litieT7 / r ...„ , ,. . .. , . .,.. ...„ i , r. I AT 48" 0.C. I--"" SEE 11/A3.01 FOR 1 10 if ..,.. .,. 1.1. i 20 L ,.. 102 --- d a....... CR A p t t c 4 I! t. l'y - -,4 ij-4.1p lir 11 I''_\ \* : . '- FLU_ HEIGHT WALL --5/8" GYPSUM:EACH ADDITIONAL INFORMATION \ .... 11 / / / 4 I ?..7-------SEE 3/A3.01 & .:„. WOCIO INFIU. AS REQUIRED; „,, * Oil --MATCH EXISTING •,-..,---A) FACE & R-19 INSULA11%1 5 Ill x • ,..- , . i; II , . . / Al 07/14/16 PERMIT SET i to 0 4/A3.01 • II 1 i 1 . , . 11 . ' OW/ 1 .-... 1.--\ . 5 1 I 1:li 1 5 E / / )o. -4. I . --2x6 MOD STUDS AT 7 S-0"Wx7"-0 H DOOR „: 0 0 . . :L. t A4 ' 11 il V 11011. ' 4II 3'-0' " -14,41x . : 24" 0,C. WI BLOCKING :: IL ' '. --SEE 2/A1,01-FOR ' 0 1 , : I t DOOR4-2' 4 r-O"H AT 48" O.C. :: • ,, t. J' HEADER / (OrsiEN' : ' RENAME EXISTING DOOR & RELOCATE • . • r . 4,,,,,,, . . . . ..„ ,.,.. I / O' AL AL Do0R--a- 2/A3.01 -5/8" GYPSUM EACH .... _ --SEE 4/N2:401:-FOR ): ( T-RA \I TO CHANGE DIRECTION CF DOOR SWING 1 , • SAB° ESMRAGEF;EGST:425MEZZ- * °CCUPANCH.. ::6110.61: 12:87:: -/7-7/ '' --:'.51:)„ --*7-----11";411r1:111**Ir:i'l / 7 1r . FOR HEAD*N 0 FACE & R-19 INSULATION SIM CONDMON LAAR.T.-L-E-N, r)c.) 11071 / ( -- REPLACE DOOR AND PROVIDE 0 ;1 141)1Airs.111.141:E. 1414;11:1141,k:: -..... ., HARDWARE AS REQUIRED 0 i 4111101,0„ -SEE 4/A1.0 FOR - , , 11 GRCAIR4G 1 .. 3-0"Wxr-0"H t a Ak: '':, 11Ii \\., SIM CC4RDMIPI :3 / „,c 1 • --- - 1031 kI --SEE 2/A3.01 FOR , - IgiAl „'A„ ';--------f , ec, malt WAM A A' MOM 044 04 KAM MA OM WM *VW Wm WWW 444 ma WIM A,, MWM 0 CVM V ''' A ' j HEADER I II 1 ND OREGON • '-- - , AL --SiE 4/A2.01 FOR : • ‘ MN t : 1 • 0. _ N, . 0 I t : ‘ i SEE 11/A3,01 FUR - • I SIM CMDITION ' , , °D (''''';'' 1 : 0 iii ,. r-.AA ADOMONAL IWORMATION 0 A*N1:1,......d, A , ; - i ;1 'Ir 110 u....i- 4, CO 41 r : T !i , __ I ' I /1 ... ( ,ato - I . . .1. .I. . . i 1 1 1 1 i I 1 I 1 ( / 1/4-3--• ...a i lE oF 00 - 5 // iiii 6*-0"Wx7'-0"H MOR \ GRA8 BARS TYP. -- SE I , , 9&10/A3.01 FOR „: R. -SEE 2/A101 FOR HEADER . ' g 1 /// ''''''''AN .....AAAR7 ,./7\:. .„ 1ADDITIONAL,INFORMATION, / PRXILMIN i --SEE 4/A2.01 FOR sto coNDrnoil 4 ./. e / F-1 k..,--( - ---" I I' 109 "1411041111 ; EXISTING I -0--"AAA- - , 9)12 ,,,,,sk j*. F. Ay-7' LL HEIGHT WALL TO BOTTOM „„/„.."-----2 HR v PATH OF EGRESS TRAVEL C$STANCE: 13.3'-0" , F-1 AREA W/ A„,„ 1 1.1 b)rj (0' ...,""' OF STRUCTURE i I FIRE 41,, 11 UV ../14, 1:01121 .1,12,' g11a1 ilia 11111x 1g21 „1111-,' C11/-.1 C...-42 122111 611,/, 1 . OERCE (B) lilt k di - '', cx5 ' 01 E 1 M Ar-i ,A1/A-H.9 i / --SEE 9/A2,01 FOR I 0 BARRIER 1 1--- ., , ABOVE (600 - 7 Nee& - . \ .' 01 = cn= g 2 1 0 FULL HEIGHT WM_ TO EXYTTC*4 1 ./ /// CONNECTION DETAIL --600S162-33 STEL. STUDS " a sp,....,-, . &F.) OF STRUCTURE .'1, ii 1 _ AT 24" O.C. - \ \ --SE 9/A2.01 FOR 25 LI „„..7 13 ,.„,) x .,,` i . , .„---- ---5/8" GYPSUM EACH FACE ww, ,mg, oga, *gam mos MUM 11010 MOK RIMM OMW SIMM OWN WM EMO IMM MOW OM! MOM MOW MVO MOM OW* MOO OM ...ft ONNECTION DETAIL II/ e IL - - •- g•=' 1 - .41 --* ' 162-33 STEEL STUDS os 1 I I *NA-047'2, CX:CUPANCY ,/ ,, ,,..-1- '-.... A . :1 AT 24" 0.C. •00:„ -00, ,,5,4 t,44 111111 21S11. "e/e. A% OM =a MR MM1 NM 0= J i 0 i • L I ,,,,A EXTRACTION(F-1) ,' -Aim "----,,/ X j i t ., 1 --5/8" GYPSUM EACH FACE 1 0 , i 0,4 • rri . .: , , 1 ABM (590 S.F.) CC LE, AI I i ::: :: -,,..„:,,„ •::"„=„1::: : 0 ::-. :- „Ao•-•:: _ . . 3 in •:---A--•:- CONSTRUCTION TYPE 1A ,• 0 -. :•• 0..... ,,,, Cl. i! -BiC 183"C") 4/-k21x60/WOOD STUDS AT FULSE 1.0 ;•• _ -A__ CONSTRUCTION TYPE: V-B (NOT SPRINKLERED) ...... s k - „-; S-014Ixr--01-1 DOOR * • in ._____......... F--: ::- : 24" 0.C. W/ BLOCKING 1 4/A101 : 1 : FIRE RESISTIVE REQUIREMENTS cc 7,,,, -ri -SEE 2/A3,01 FOR / : ' Ifrieritt_t_ . [1 1 Lc) STRUCTURAL FRAME: 0 HR N7iJI:sah-A4A-4Y * AT 48" O.C. I' --2x6 4 STUDS AT HEADER rim , ____. LA 1 --5/8" GYPSUM EACH 4,00; FACE & R-19 INSULATION 4 kti7111 1= R1ral ,21rZ (11111n 1= P4111 trAm AWAA WMA KIVA t-,PFA M.,/, ,41Pra MR F21124 WS Ferttf 11211,2 .114 24" O.C. W/ ELOCKING AT 48" 0.C. -SEE 4/A2.01 FOR SIM CONIXTION 0 .. 0 : : 4 • 41,1 m::,4› EXTERIOR BEARING WALLS: 0 HR TYPICAL (2 HR RATING REQUIRED AT WALLS LESS IRIAN 10'-0" FROM PROPERTY LINO , 1 ,. , 1_ 1 --5/8" GYPSUM EACH ,,,„:i • , 05-t. INTERIOR BEARING WALLS: 0 HR Livermore A&E FACE & R-19 INSULATION • .?: . ' ••„ - EXTERIOR NON-BEARING WALLS: 0 HR JOB NO: 216039.00 i E...I -----ANi :11111311111 \ INTERIOR NON-BEARING WALLS: 0 HR 1 . .. „. , „. ,„ _.... „......... ...,••••• ••- ,Ito.....A..,...... r- ROOFS: 0 HR -,- . ._ ... I 0 4 OCCUPANCY SEPARATION: NONE REQUIRED BETWEEN 8, S-1 AND F-1, TAME 508.4 1 ThI 1 4'....., .... Imo wan eilmI•1 gum EXISTING 1 HR 7r) A.07m.'" I 9 . * I i T T T T .,., T : . _ , T rfl dt T ARE BARRIER EXITS 1 a I ' DOOR I I EXITS REQUIRED FOR THIS TENANT SPACE: 2 1 --SEE 2/A3,01 FOR (E) T.R. I MAXIMUM TRAVEL DISTANCE: 200 FEET (S-1 & F-1 OCCUPANCY) HEADER 116 TABLE 1016,2 1 --SEE 4/A2.01 FOR SM ...... COMMON PATH OF TRAVEL 75 FEET (S-1 & F-1 OCCUPANCY) 1 J I I . 6 COIION (E) OFFICE TABLE 1014.3 Is 1 esw El _ _....,.... 115 BUILDING HEIGHT AND AREA i ,1.41.2 1 Vi BUILDING AREA: 770 S.F.--B OCCUPANCY 1 A (FIRST FLOOR) 10,980 S.F.--F-1 OCCUPANCY H ir; ,i 4,, ,,, 1,365 S.F.--S-1 OCCUPANCIES i11i:' II ). ALLOWABLE AREA: BASIC CALLOWABAREA BOCCUPANCY--S,000 S.F. 1 41111) F-1 OCCUPANCY--8,500 S.F. S-1 OCCUPANCY--9,000 S.F. FRONTAGE INCREASE 1 =[(B-0.25] 30/30 1 001111110 OM SIM 11101X 41111a0 MP. MOM*4141, .48 I / I 1 0 - 4V4A ) MQDIF1ED ALLOWABLE AREA i 1 MOD. B OCCUPANCY--13,320 S.F. 1 . . . . MOD. F-1 OCCUPANCY--12,580 S.F. Iwi;4414)*„.„ 41:44ft-IAti,•‘'‘'4-:+411A1C4iA''''''AR4.1414:4:\V4r4A,......+4,._041A,1144,,A‘ ***41AtAt**4.,,stitt47.4„.„: 244,:i.e...I.:+14:4„..„,."*.,, *-• $4,4ttreirrafmi-l'itttik2441.•„44.7„0„,t4.4_,,,,,4410.„1„,„ 4,,,,,,,,_44*,4„, 4,041.,t,16,410,4,,,441s.4,,A.,,,,4111.4...I.,!..r".........+14/A;1; . 2////2/;•-' ////////// -1/// -- / / // „0-': R-' :if- -1 1 + '''',II' ''''. = 1.03± =< 1,0 OK 'It' MINIMUM E WIDTH OF IGEHGTRINESG S ALPOATNHG 4E4G"R,ESS PATH. °'-,'-•Ns iOpIv„s,A.-•••4V;&_7vs- O464l4No.,, W.,4_1,4.41*....-A.,,L.%V,.„L,,.xI‘.V,,,N,4Y',.,*,,,,1,,,,,4‘N4,r141wNW;s,0.'A1iwl..i-r„t4A.tt t\-iL lrk',>e,,-,,.,'14.41.-4.-• ,-It•VA,1,M4F--4w.14.A4,04.1.r41,741*.v4,2o..4r444LA"."l,o4„4:sA,4,i44„.e, 0-c_t:a.t :- 3 /••faA- //// - // / 7 f-/7// - , -///E /A,',/<,/Aa// f,•/sa/f„••:: ",.i''-L,, i1l•:-,,::,..•,, V i / / / ' - ' ' / -1/ , `.//-•:: l','. ;-.:, BASIC All_OWABLE HEIGHT: 40 FT--F-1 OCCUPANCY 4,0 4,... :111,44 / CK cr) EGRESS PATH AS MEASURED AT FLOOR LEVEL 01, '-'‘.4 ir• * ,N4*, C 1.0 , '/ f / / 4/ 4' // .,./ - .'7, /I/ / / -: : 4 , EXISTING HEIGHT: 20 FT (BUILDING) I ,v. A A, ,.„ ; y•• -,(AxA„, AA, .?„.„:„, „ 71/ ' /7A ,,--A, 4 4 I ',CAM' >,,,,,>;;,>, \x' ,-,,, K,,, x,-.., x"-65,:`,L,---; Lo?..."<-. .- / /1-: -" --// -// / - - / / 7 / L' : '' '• BASIC ALLOWABLE STORIES: 1 STORY F-1 OCCUPANCY W ' /*// :>,:<,^4 sli'e,(4., ,'W1): ''.','/-2.;4444, F- 1 STORY S-1 OCCUPANCY 0: (1) M c) 0 ' ,//7/, / -"/„/ „a: ,/ / / - /.• A: 1 2 STORIES B OCCUPANCY 4A- 0 I AL, 1:1) CX ' 1 CODE REVEW LEGEND ,,, / / , -/Pvii*/oF 0- TRAVq/DISTANCE- .;'•--0,7- A / tA,,, „, -,, f---3I-0"Wx7-0"H DOOR ACTUAL NUMBER OF STORIES:: 1 STORY (F-1 OCCUPANCY) 0") 1 „.'0,47 = Cr 0 1 STORY (S-1 OCCUPANCY) V,••••* ‘/A. 2 - .ce HEADER 2 STORIES (B OCCUPANCY) <1,'''' f.0 In FM rag EGRESS PATH 4- / --SE 4/A2,01 FOR :-."•A>,`„'„,*,-0,7eX,S;;AA, :AR;AA,SAA -/AA,'•>(•,A.,-.•AA.,;, ..‘,AAA/Ar >A -,„:"-:, x -,-,A,‘ ,-•••-. 5,_0. SIM CONDITION 8E Um 9i,;,. 1 STARTING POINT OF EGRESS I -,„:"AlAA,:;,•,:.A'A,A) AAARA>A>AAAA-',"A,AAec.->`:, A;SeR-A,RAAAS'A',,A"Pcm %,,c,,,,?:cf,,,,,<.,,,,:),;:/:,::„ OCCUPANT LOAD A PATH OF TRAVEL - lk*att. ,..,A4,'.1.," */'<a:‘544,';')t':--'''`') 27>I-A04ttRit,4" `2-„A '''' 4-'s"'S.,.../.0.',\x„tirttA„'tilii.•'-'-',..., '': I. -.it.`" I, CLEA 4 * APPROACH 4/A3,01 A/ AA., ',N.-ANA AAAAA---A --:' „‹ -.,-A- • -:•-••:- A> •A,-L<>,' ,-,1".. : -7,1 if CLEARANCE MD, (MOST REMOTE POINT OF THE r_A-RAX`IyA 10, „AzZAA,Rec-/AeACNAA'AANN: / -ARA/T>:<0,E'S•AAAAA-'-o-AN',0---X' T I MOO) PANT OCCLPANTS ---2x6 1.100D STUDS AT , u0A-AcA. 0-AsA.-0.... A.A.A.....-,/ ,o,..,.x x_A__-,/,A _A•AAAAA. „. • i I AREA) I 24" O.C. WI FLOCKING . " A- cto0,.,*IA , , , >c,")-- '‘,*',.‘, Al 0 ‘ ,, \14111 4.„,,›N„,,-..;‹,.‘4'. e:„ ID FIRST FLOOR FACTORY SPACE F-1 10,980 SF 100 110 I AT 48* 0.C. •••---0,-,,A. • • .4:AAA, • -•A . A.r.A.A. .: EXIT SIGN -- PER OSSC SECTION 1011 AND Sif„<•••01 .„,,,, A .. . ., ArA„,,,,a„,. ..;•,, 3 ,, , ,,,,'i,".,',po. 11 „,,,,A. , „,,I, FULL HEIGHT WALL STORAGE SPACE S-1 7'70 SF 500 2 DRAWING TITLE: -5/8" GYPSUM EACH PROVIDE „,,,,A1.0, ,-„...,,,-,„AAA --,0„,A,'r,, .14,,,L,• ' ' „,......4,•.;"„,...,,,,,; . ,..' V, 0 PROVIDE EMERGENCY BACKUP POWER PER OSSC FACE & R-19 INSULATION EYE-WASH ',,, ',„ ,•':70„;''',„4-,„:,„'„ a, ,.'a p ''.:0 ^ ::Wr-A):79,;::: :'''''':. '- ij ` "1::::44,,2/A3',.:11-1561--Z°R)''Y'>:: """-SEE 3/A3'C:11 & OFFICE SPACE 8 1,365 SF 100 14 CODE MAW At 4 SECTION 1006 k"A",:tat'A,At'y "70I •415<'4",riet/, 4 ;: '> 0,.- x.N.k %;.....1,,;,-.7:-- ,,, 4/A3,01 FLOOR PLAN FIXTURE , ,....-_,,,,,..., „, , "io, / ,,A. ,1 6,A, ...4 ,t• ....01 p p 1. ,.. , ,,N. • • g SECOND FLOOR TOTAL: 126 NAP-AWN, -5,/,'A•NAR", °AAR \CA-6:5,, 0:•A * .-- -2x6 WOOD SRIDS AT DRAWN BY: CSN OFFICE SPACE 8 686 SF 100 7 1 24" 0.C. W/ BLOCKING CHECKED BY: GML STORAGE SPACE S-1 425 SF 500 1 r'''P' '''''', 47i',Iii'',4'"`-'`„,„7:::4'71114' ' Al>";, '''''',7,:,•;7i."`VP,* ,', 7:-J''',6;:: -,;‘-'4.,,44' -tt,l'ilvittiii;;44,4,1...',1,.;:*+,,,-4;* 10 N. ... , "I‹ ,0,,,- ;„,,,J\ • ',,':Evilin.'".•''>A1,c;,'\•'''''''?'. trilktrd ,'\,?"*: ., --SEE 2/A3.01 FOR 1 k./.,,,,,, ,, -44.4..'44,......,-,,,' ',,, ),IN, -NI c's, 1,,>,,,,, ,.'7,. „,,<,,„.'",„-.7. „,:--,,,,„.›,\,,,,%,-, , 44,x''",,,,4(-1 , - FACTORY SPACE F-1 679 SF 100 7 4. ''"4„, --4041,,,,>„,,-,,,'*, 4-„,,,,--,5„\--x-'5„ , -,,,,,--, , , --5/8" GYPSUM EACH , HEADER ' ,,, ,/ , ., „:„.411„ if. FACE & R-19 INSULATION TOTAL: 15 , --SEE 4/A2.01 FoR „,,,, , ,;,,, '„,,,, , --,,,,,,,--„,":„,„. , . , ,, ;,,,,,,443,• ,,,1/4,;:,,,,,,,,„•„,-„,,,,x,„.",,',, , ",‹ -- -s',,,,, ,:,''''' HAZARDOUS MATERIALS , sMCONDMON ,-A- A--;••• A,-0 0 A -,„'f.•-•A,, t,„:„'- t•••A. A,',A.„.,, \/..,-A.X.A.,,-AA „A.- YZA,..'f;',...:,/),,,,*,-,, ,, >,'-. . 0- IN CLEAR 0 THE EXTRACTION PROCESS CHEMICALS FALL BELOW THE MAXIMUM ALLOWED AMOUNT, SEE PROVIDED SUMMARY. a 1 1 CODE REVIEW & FLOOR PLAN 46i .„.. , .., ..• - Ir. -0., 1/8" = 1'-cr ,.... J IJ INILVI ILL LI LIIU LI I ILL IL ILe ,," ,,,, I 1 41 1 11 1 . 2.4 32'-5" ,4'-0" , ,.. 211 , 32'-5" 4'-0",/ ERAL NOTES ON INSPECTIONS e , , vi t 6'--0" D._ (A 1. INSPECTION, OBSERVATION AND TESTING REQUIREMENTS HAVE BEEN ESTABUSHED PER 2012 INTERNATIONAL BUILDING CODE (IBC) _ d d d d d d d d 1.1. REFERENCE PROJECT DRAWINGS, SPECIFICATIONS, AND IBC SECTION 110 AND 17 FOR REQUIREMENTS 1 Lo Lo I I Lo to LO Li: AS 1.2. ABBREVIATIONS USED sir .0 air wil EOR AHJ ENGINEER OF RECORD AUTHORITY HAVING JURISDICTION ..N 1\I . • _ AND f 5. '\ SDCNOTNON DESTRUCTIVE TESTING . 1 . .,,,,.), SEISMIC DESIGN CATEGORY, SEE S0.01 FOR ADDITIONAL INFORMATION - - - F.O.W. SFRS SEISMIC FORCE RESISTING SYSTEM, SEE S0.01 FOR ADDITIONAL INFORMATION . • .__ _____ II • , • • ... e•. F.O.W. r ,A, ;-INIMIV: 2. REQUIRED INSPECTIONS BY THE BUILDING OFFICIAL (IBC SECTION 110) ...;;; .11•1101:: /ft :, , •-• ,., - 2.1. FOOTING AND FOUNDATION INSPECTION aft tiez"-D1-11 ko. 2" THICK SLAB •INIM111: 1 1 ,. 2.2. CONCREIL SLAB AND UNDER FLOOR INSPECTION I ',O Mr - a 1 •"1 DED :IMMO IF IDI IG : < 0 I i I 8 I I ...7.: _ .. © 0 7 2.3. FRAME INSPECTION OFFICEP . . NG la 0 . _ .- URN ',2 2.4. GYPSUM BOARD INSPECTION 0'4 .Q. 111110.., '440/, ct 2 2.5. FIRE AND SMOKE RESISTANCE PENETRATION INSPECTION r71* 1 i ' o - . t- Il ° , ) ' <> 1 c: 0 1111P , 1 ._ CNIC) S 4 4."'"'"": 1111 I. * / I , I O .. .4•• , . cri. b 2.6. ENERGY EFFICIENT INSPECTIONS (II0 01 - 2.7. IN ADDITION TO THE ABOVE REQUIRED INSPECTIONS, THE BUILDING OFFICIAL IS AUTHORIZED TO MAKE OR AUTHORIZE ANY ADDMONAL INSPECTIONS AS 0 kLEkk. 4 4 04 F. _ A NECESSARY TO ENSURE COMPLIANCE WITH BUILDING CODE OR ANY OTHER LAWS ENFORCED BY THE BUILDING DEPARTMENT 1 -• > Aft .cr I , in.() , , , 8 „ , , , , , :i , 1 3. SPECIAL INSPECTIONS AND STRUCTURAL TESTING (IBC SECTION 1705) , I . . 42.0 "c‘i 2 I ' 1.1.; AA* - i' :Mff REY 3.1. THE OWNER, OR OWNER'S REPRESENTATIVE, SHALL EMPLOY AN APPROVED AGENCY TO PERFORM SPECIAL INSPECTIONS -• 1 , :. 3.1.1. SPECIAL INSPECTION SHALL BE ACCOMPUSHED BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY CURRENTLY CERTIFIED AND Bing 17'' r,L I 21 ' • I . F.O.W. 4 ......._.. ,,--,-,4--------, , ,.• __ „ _ : ‘,.. , F.O.W. • APPROVED BY THE BUILDING OFFICIAL 1 i7 14 16 PERMIT SET F.O.S. 'cv drill ' ' F.O.S. r ,‘" "c.i 3.2. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS F -- - 25'-O" 0 ' 3.2.1. CONTINUOUS SPECIAL INSPECTION REQUIRES THE SPECIAL INSPECTOR TO BE ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL # DATE DESC. r V\ • INSPECTION, INSPECTIONS MUST BE PREFORMED BEFORE FINAL ACCEPTANCE OF THE ITEM. FOUNDATION PLAN A& Ith co FRAMING PLAN AI A& 3.2.2. PERIODIC SPECIAL INSPECTION REQUIRES THE SPECIAL INSPECTOR TO BE ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE, OPERATIONS NEED NOT BE DELAYED PENDING INSPECTIONS ' .0 . .0 • .0 ' .0 3.2.3. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED ON THE PREMISES OF AN APPROVED FABRICATOR PER IBC SECTION 1704.2.5.2 3.3. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OF RECORD, ARCHITECT OF RECORD AND OTHER IiLeD AR FLOOR PLAN GENERAL NOTES LEGEND CODE DESIGNATED PERSONNEL. • APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL . ROOM NAME 2014 OREGON STRUCTURAL SPECIALTY CODE 3.3.1. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR POSSIBLE CORRECTIVE ACTIONS, THEN IF 0 GAirR • ,K•ti ' FEDERAL, STATE, AND LOCAL CODES. SPECIFICATIONS AND STANDARDS SHALL ROOM ### STILL NOT IN CONFORMANCE REPORTED TO THE EOR AND THE BUILDING OFFICIAL ND ID P MEAN, AND ARE INTENDED TO BE, THE WEST EDITION, AMENDMENT OR GENERAL STRUCTURAL NOTES 3.3.2. THE SPECIAL INSPECTOR SHALL SUBMIT A ANAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS COMPLETED IN CONFORMANCE 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 IN ACCORDANCE SHALL BE CLEARLY INDICATED ::11 .! , COREGON • - (-\•' ' THE CONTRACT DOCUMENTS. F.O.W. FACE OF STUD WALL FINISHED STRUCTURE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 3.4. • SPECIAL INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF IBC SECTION 17 AND ANY ADDITIONAL REQUIREMENTS OF THE THE CONTRACTOR SHALL PROVIDE AND IS RESPONSIBLE FOR ALL MEASURES BUILDING OFFICIAL OMISSION FROM TFIE LISTED REQUIREMENTS DOES NOT RELIEVE THE CONTRACTOR FROM PROVIDING INSPECTION AND TESTING REQUIRED BY OF Olit- • CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN OR • •• WALLL - ENSURE WALL. IS .0 'W20 OF 2x6 STUDS AT 24" 0.C. NECESSARY TO PROTECT THE STRUCTURE DURING CONSTFRUCTION. SUCH THE IBC, SPECIFICATIONS, OR THE BUILDING OFFICIAL IMPUED PRIOR TO START OF CONSTRUCTION AND NOTIFY A/E OF ANY -- CENTER STUDS UNDER JOISTS : •',NG MEASURES MAY INCLUDE BUT ARE NOT LIMITED TO; ERECTION MEANS METHODS DISCREPANCIES. --W/ 5/8" T1-EX GYPSUM •THNG AND SEQUENCING, BRACING, TEMPORARY SHORING, FORMWORK, JOB SITE SAFETY, 4. STRUCTURAL OBSERVATIONS (IBC 1704.5) ---,ATTACH GYPSUM W/ 6d COOLER NAAS AT 4" 0.C. ALONG ALL EDGES AND/OR LOAD EFFECT'S DUE TO CONSTRUCTION EQUIPMENT. 4.1. STRUCTURAL OBSERVATIONS SHALL BE PREFORMED BY THE EOR OR OTHER REGISTERED DESIGN PROFESSIONAL DURING CONSTRUCTION IN A MANNER TO BECOME • CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTING AND COORDINATE ALL GENERALLY FAMILIAR WITH THE IN PLACE CONSTRUCTION CONDITION REQUIRED INSPECTIONS. (BLOCKED) 1.1. CONSTRUCTION MATERIAL ON STRUCTURES SHALL BE SPREAD OUT IN A 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 WEEK PRIOR) TO FACILITATE THE 1.2. visrrs TO THE SITE BY THE ENGINEER OF RECORD SHALL NOT INCLUDE OBSERVATION BEFORE THE ITEM UNDER OBSERVATION IS COVERED OR RENDERED INACCESSIBLE ,• cod F,4 § • VENTILATION AND LIGHT SHALL BE PROVIDED AS PER SECTIONS 1203 AND INSPECTION OF THE ABOVE ITEMS. 1205 OF THE IBC. CC 2. THE CONTRACTOR SHALL REVIEW AND REPORT ANY DISCREPANCIES FOUND 4.2. THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO THE BUILDING OFFICIAL INDICATING THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY : O LE-I °*- `,3''?i, • ALL INSULATION INDICATED ON THE PLANS SHALL COMPLY WITH OR EXCEED KEYNOTES AMONG THE CONSTRUCTION DRAWINGS, SPECIFICATIONS AND THE EXISTING SITE CONDMONS PRIOR TO START OF CONSTERUCTION MD REPORT ANY DISCREPANCY DEFICIENCIES OBSERVED. 4.2.1. STRUCTURAL OBSERVATION REPORTS SHALL NOT CONSTITUTE A WARRANTY OR AS A GUARANTEE BY THE STFRUCTURAL ENGINER AND DO NOT CONSTIFUTE cc THE REQUIREMENTS IN SECTION 719 OF THE IBC FOR SMOKE DENSITY AND INDICATES 3/4" T&G PLYWOOD TO THE ENGINEER OF RECORD WHO SHALL CORRECT SUCH DISCREPANCIES IN A SPECIAL INSPECTION =CAD I FLAME SPREAD. 0 --ATTACH W/ 10d 0 6" 0.C. AT : DARES AND SUPPORTED PANEL EDGE wirriNG. 5. CONTRACTOR RESPONSIBILITY (IBC 1704.4) c; • PROVIDE CLASS B, DRY-CHEMICAL FIRE EXTINGUISHERS RATED FOR & W/ 10d 0 12" O.C. FIELD 2.1. ANY WORK PREFORMED BY THE CONTRACTOR AFTER DISCOVERY OF SUCH 5.1. CONTRACTOR SHALL CONVENE A PRE-CONSTRUCTION MEETING WITH THE EOR, AHJ, AND SPECIAL INSPECTOR WHERE THE REQUIREMENTS FOR SPECIAL DISCREPANCIES, BUT BEFORE A WRITTEN CORRECTION IS PROVIDED, SHALL PRESSURIZED ELAM . :LE LIQUID AND GAS FIRES ON EACH FLOOR. PROVIDE BE AT THE CONTRACTOR'S RISK INSPECTION, TESTING AND STRUCTURAL OBSERVATIONS AND INSPECTION SCHEDULE ARE DISCUSSED. MEETING MINUTES SHALL BE PROVIDED TO THE AHJ AND CC C-3 A MINIMUM 2-A EXTINGUISHER AT EACH EXIT DOOR AND ONE SUCH THAT THE 0 BCISE CASCADE 11 7/81' BO W00-1.8E DF JOIST AT 24* 0.C. 2.2. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL MAINTAINED ON-SITE AT ALL TIMES DA-3 M MAXIMUM TRAVEL DISTANCE DOES NOT EXCEED 75-FEET. COORDINATE FINAL • STRUCTURAL NOTES OR SPECIFICATIONS, THE GREATER REQUIREMENTS 5.2. AS REQUIRED PER IBC, IF SEISMIC OR WIND RESISTANCE IS INDICATED IN THE STATEMENT OF SPECIAL INSPECTION, THE CONTRACTOR RESPONSIBLE FOR ITS 1-- LL LOCATIONS OF EACH WITH ARE MARSHALL, 61-0"0-0* ST , •", MIKE DOOR SHALL GOVERN. CONSTRUCTION SHALL SUBMIT A LETTER CONTAINING ACKNOWLEDGEMENT OF THE SPECIAL INSPECTION REQUIREMENTS TO THE Al-IJ AND TFIE OWNER >, LLI • 0 -SEE 4/42.01 3. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE TO • PROVIDE EGRESS IDENTIFICATION PER SECTION 1011 OF THE IBC. VERIFY mown= N. • EMT LOCATION OF SIGNS WITH FIRE MARSHAL AT TIME OF CONSTRUCTION. 0 • ' :' ON - (3) 2x8 HEADER - USE Df-1. NO. 2 OR BETTTER -ENSURE RIM JOST RUNS CONTINUOUS DER OPENING COORDINATE BETWEEN DISCIPUNES INCLUDING BUT NOT OIMITED TO: 3.1. VERIFICATION OF ALL DIMENSIONS INDICATED ON THE ARCHITECTURAL AND --- a • STRUCTURAL DRAWINGS STATEMENT OF SPECIAL INSPECTION -- - c...) Q • PROVIDE EGRESS ILLUMINATION PER SECTION 1006 OF THE IBC BY SEPARATE 8 3/4"x12" GLUIAM DF/DF 24F-V4 3.2. VERIFICATION OF ALL ELEVATIONS INDICATED ON THE ARCHITECTURAL AND PERMIT. 0 --CONNECT 0 WALL COLIMI MTH SIMPSON ,:•• DS2.5 --CONNECT 0 INTERIOR COLUMN fl-1 SIMPSON *. .5 STRUCTURAL DRAWINGS 3.3. VERIFICATION OF ALL MECHANICAL, ELECTRICAL, AND/OR PROCESS (N SPECIAL STRUCTURAL IBC SECTION .4C , • ALL DOOR HARDWARE SHALL COMPLY WITH REQUIREMENTS OF LOCAL MN ACCESSIBILITY CODES AND THE ADA. 6x6 DFL-NO. 2 POST EQUIPMENT LOCATION AND WEIGHT INSPECTION • :', ERVATION 0 --0 WALL POSTS - CONNECT BASE W/ SIMPSON A35 ANGLE EACH SIDE 3.4. VERIFICATION OF LOCATION AND SIZE OF ALL MECHANICAL, ELECTRICAL AND CONCRETE CONSTRUCTION 00 0 • , 0 • ALL NEW DOORS AND WINDOWS SHALL COMPLY WITH APPLICABLE ENERGY --O INT. POST - USE SIMPSON CPT66Z Post BASE - ' ' MTH (2) 1/2' PLUMBING PENETRATIONS THROUGH WALLS, FLOORS AND/OR ROOFS 1705.3 Livermore A&E JOB NO: 216039.00 WOOD CONSTRUCTION I 1705.5 I : CODES. RA. ADHESIVE ANCHOR BOLT (5* : 1) - USE SIMPSON SET XP WITH F1554 4. OPTION ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE, THE CONTRACTOR -, GR 36 ANCHORS SHALL BE RESPONSIBLE FOR ANY AND ALL CHANGES NECESSARY, AND SHALL SEISMIC RESISTANCE 1 1 1705.11 • PROVIDE 18" MIN. CLEAR OPPOSITE DOOR LEVER ON PULL SIDE OF DOOR COORDINATE ALL DETAILS. ' COMMENTS: AND 12" MIN. CLEAR OPPOSITE DOOR LEVER ON PUSH SIDE PER ADA 0 PROMDE • JOINT OMR ALL. AROUND DOOR WALKWAY 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 SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE SAME STATE IN , STRUCTURAL 0E3SERVATIONS SEE GENERAL NOTES ON INSPECTIONS BELOW FOR ADDITIONAL INFORMATION. GUIDELINES. WHICH THE PROJECT IS LOCATED. • DIMENSIONS ARE TO GRID LINE OR FACE OF GIRT/STUD OR CENTERLINE OF 0 - DE SIGNAGE TO INDICATE "MAXIMUM ftt " LIVE LOA.D 50 PSF' '' " 6. ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL AT UKE CONDITIONS. OPENING UNLESS NOTED OTHERWISE. 7. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH CONCRETE CONSTRUCTION (IBC TABLE 1705.3) STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. • PAINT ALL INTERIOR AND EXTERIOR STEEL UNLESS NOTED OTHERWISE. INSPECTION EXTRACTION NOTES -Ficaopi AND INSPECTION TASK FLOOR DESIGN LOADING awn= PERIODIC 1 COMICS INSPECTION OF ANCHOR RODS AND OTHER EMBEDDED ITEMS PRIOR TO 1 • EXTRACTION ROOM AND PROCESSING EQUIPMENT SHALL MEET ANY APPLICABLE FIRE, LOCATION DEAD LIVE ,I MAWS AND DURING CONCRETE PLACEMENT FOR BOLT GRADE, DIAMETER, X 1 SAFETY AND BUILDING CODE REQUIREMENTS SPECIFIED IN: 0 UNIFORM CONC. i STAND-OFF HEIGHT, EMBEDMENT DEPTH AND EDGE DISTANCES •• APPUCABLE OREGON LAWS, RULES AND PROVISIONS OF THE srATE , • (vnvER aim_ pRoviDE CARBON DIOXIDE SAFEGUARD SYSTEM INCLUDING BUT NOT LIMITED TO STAIR AND CORRIDOR 15 PSF J.O.QA-P-$F 300 LB 1, 2 BUILDING CODE THE FOLLOWING: 0 OFFICE 15 PSF ( 65 PF) 0 LB 1, 2,(5,1 COMMENTS: •• NATIONAL FIRE PROTECTIONS ASSOCIATION (NEPA) STANDARDS HANDRAIL AND GUARDRAIL -- I-10-P LF 200 LB 1. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE DESCRIBED IN THE RESEARCH REPORT •• INTERNATIONAL BUILDING CODE (IBC), IF NOT COVERED BY THE STATE 1. SIGNAGE AT THE INFERIOR AND EXTERIOR OF ALL DOORS (AT ALL ROOMS) FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE (ICC, RPM°, ECT.) PER ACI 355.2 BUILDING CODE IDENTIFYING THE "s 'I DIOXIDE HAZARD. COMMENTS: 1. LIVE LOADING SHOWN IS NOT REDUCED ,. • PROVIDE M•I EMERGENCY EYE-WA.S1-1 STATION IN ANY ROOM IN WHICH CANNABINOID EXTRACT IS BEING PROCESSED I 2. CAR:. DIOXIDE RS LOCATED IN ALL ROOMS AND CONNECTED TO THE 2. WHERE LIVE LOAD EXCEEDS 50 PSF IN A COMMERCIAL OR INDUSTRIAL BUILDING, . BUILDING ALARM SYSTEM. SUCH LOADING SHALL BE POSTED IN A CONSPICUOUS PLACE IN EACH STORY AND 0 W, . . ere '',711UC1ION (IBC 1705.5) • PROVIDE EXTRAC1101•1 SYSTEM ENGINEERING SERMCES, INCLUDING BLIT NOT UMITED SYSTEM DEIGN IS BY OTHERS AND SHALL BE SUBMMED TO LOCAL JURISDICTION FOR . FLAOR DE 1GN UN FORM LIVE LOAD INCLUDES 1 P F PAR MON Laf. TO CONSULTATION ON AND DESIGN OF EXTRACTION SYSTEMS COMPONENTS OR AFF'ROVAL. ) I CCMI1NUOUS I PERIODIC COMMENTS I EXTRACTION SYSTEMS, USE THE SENCIES OF A PROFESSIONAL ENGINEER ta.111 MU . WITH THE OREGON STATE BOARD OF EXAMINERS FOR ENGINEERING AND LAND DEFERRED 1 MITTAL/SHOP DRAWINGS HIGH LOAD DAPHRAGMS OBC 1705.5.1) SURVEYING, UNLESS AN EXEMPTION UNDER ORS 672.060 APPLIES VERIFY WOOD STRUCTURAL PANEL THICKNESS AND GRADE X 1 DESIGN LOADING CRITERIA PURSUANT TO THE IBC, SUBMITTAL DOCUMENTS FOR DEFERRED ITEMS SHALL BE VERIFY NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL • EXTRACTION EQUIPMENT AND FACILITIES USED IN PROCESSING S1-1AU.. BE APPROVED X 1 SOIL PARAMETERS PROVIDE TO THAfRARCHITECT/ENGINEER OF RECORD FOR REVIEW AND APPROVAL EDGES a FOR USE BY THE LOCAL. FIRE CODE OFFICIALS HAVE JURISDICTION. cNi SITE CLASS D VERIFY FASTENER SIZE, SPACING, EDGE MARGINS AND NUMBER OF BEARING PRESSURE 1500 PSF ALLOWABLE suBwr ITEM TO: LINES X 1 < cv • WHERE CARBON DIOXIDE IS USED IN PROCESSING, USE A PROFESSIONAL "' E rrEM , , NOTE WE OF RECORD -, ' 'INC OFFICIAL CL.' I LOOP CARBON DIOXIDE GAS EXTRACTION SYSTEM WHERE EVERY W_SSEL ISCOMMENTS: Cn RATED TO A MINIMUM OF NINE HUNDRED POUNDS PER SQUARE INCH. PREFABRICATED WOOD TRUSSES X X 1, 2, 3, 4 EARTHQUAKE DESIGN DATA 1. REQUIREMENT ONLY APPLIES TO HIGH LOAD DIAPHRAGM (DIAPHRAGM WITH MORE THAN ONE LINE OF RISK CATEGORY B PARALLAM BEAMS X X 1, 2, 3, 4 FASTENERS PER SUPPORT MEMBER) 15. Z • D(TRACTION PROCESS SHALL OCCUR IN A FULLY ENCLOSED ".• • CLEARLY C IMPORTANCE F. ' (le) 1.0 Cr - 0 DESIGNATED ON THE DRAWINGS 'a A • 109) NOTE: •- SPECT. '', ' E PARAMETERS Ss=0.972, S1=0.421 0 CO Z 0 LI- 1 0 Lij DESIGN spECT sr s PARAMETERS S =0.72, Sm=0. sa D 1. PROVIDE DRAWINGS AND CALCULATIONS BEARING THE SEAL OF A CIVIL OR • DIRACTION ROOM SHALL BE A SPARK PROOF ROOM EQUIPPED WITH EVACUATION aAss STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON. • 4. cs443 Ca Ct I FANS AND LOWER °PLOSIVE umt-r (ua.) DETECTORS, UNUMS THE 1D<TRA.CTION 2. CONSTRUCTION DOCUMENTS BY LIVERMORE ARCHITECTURE & ENGINEERING INC. SEISMIC RESISTANCE OBC 1705.11) V) SEISMIC DESIGN CATEXRY (SDC) DCC 0 - P ESS USES ONLY .":11 DIOXIDE, IN WHICH CASE THE SPARK PROOF ROOM IS ARE THE SOLE PROPERTY OF LIVERMORE ARCHITECTURE & ENGINEERING INC. AND • z NOT REQUI" A BUT AN EVACUATION FAN AND CARL' • DIOXIDE SENSOR ARE SEISMIC FORCE ", ANCE SYSTDA(S) LIGHT FRAMED WX.L. SHEATHED SHALL NOT BE DUPUCATED FOR THE USE IN SHOP DRAWING SUBMITTALS. VERIFICATION AND INSPECTION TASK INSPECTION 00 < WITH SHEAR PANELS OF OTHER MATERIAL ss * • PERIODIC !COMMENTS REQUIRED. 3. DEFERRED SUBMITTALS MUST BE APPROVED BY THE ENGINEER OF RECORD AND , R=2, 1. 2 1/2, 0:1=2 SUBMITTED/APPROVED BY THE LOCAL JURISDICTION PRIOR TO CONSTRUCTION PER sutucruivit. WOOD OK 1705.11) g LLB • EXTRACTION PROCESS SHALL BE A PROFESSIONAL GRADE Q_ LOOP EXTRACTION DESIGN BASE SHEAR 7.31 KIP IBC SECTION 107.3.4.2. SYSTEM DESIGNED TO RECOVER THE SOLVENTS AND BUILT TO 00DES OF c .4 .i.. ." COEFFIDENT (Cs) 0.36 4. ANY SHOP DRAWING DETAILING REVISED FROM LIVERMORE ARCHITECTURE & VERIP( FASTENING (NAILING, BOLTING, ANCHORING AND HARDWAfRE) OF 1.4..1 9) RESse ZED • is GENERALLY ACCEPTED GOOD a eNaa4NG STANDARDS, SUCH AS: ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE ENGINEERING INC. CONSTRUCTION DOCUMENTS SHALL BE CLOUDED AND THE SFRS; WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, X 1 ti C Co 0 ; •• AMERICAN NATIONAL STANDARDS INSITIUTE (ANSI) SPECIFICALLY APPROVED BY THE ENGINEER OF RECORD. IBRACES AND HOLDDOWNS 5 0 vbeilip < ' 7 (.0 i- • uNDERwRaRs LABORATORIES (UL) COMMENTS: , •• THE rICA SOCIETY CF TESTING AND MATERIALS (ASTM) 1. DOCUMENTATION BY THE SPECIAL INSPECTOR SHALL BE PREPARED INDICATING THE WORK HAS BEEN4w.-41t1 PR,Ofiwd'- DRAWING TITLE: PREFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS Sr - • 4 PARTIAL FLOOR MANS g • THIS FACILITY SHALL COMPLY WITH CITY CODE 148.130.080 REQUIREMENTS. 44,,, THESE REQUIREMENTS INCLUDE AIR FILTRATION AND SURVEILLANCE CAMERA cc 131117 .. I ,_-_,_ SECURITY SYSTEM. . -- - DRAWN BY: CSN CHECKED BY: CML 0 • PROVIDE PORTABLE FIRE EXTINGUISHERS IN ACCORDANCE WITH OREGON FIRE kOREGON CODE 906. l'4' 4filt 7 7 1942 , 40MEti ‘ II. %. Ai • PROVIDE ADDRESS NUMBERS IN ACCORDANCE WITH OREGON FIRE CODE 505.1 A , I EXPIRSS: 7 . .4 - I. ____ PARTIAL PLANS n Iiii rti I I 1/8" = 1'-O" R 1 (") 555 , , •051J515 55 SSSS 55555555 , , fl55 II II , 5 q .0 3.0 EXISTING METAL ROOF SYSTEM EXISTNG METAL ROOF SYSTEM Jl :.. Mild MINN .."nr Ni. ■.I MMI MMM¢,� MM .M Mehrilk 4, a 1i L L L 1 i L L L +1MfY y eM®M _ MMMM MIs MMM - 4, `♦: ..9 • EXISTING 2HR EXISTING FRAME GIRDER INDICATES NE OF WALL *' FIRE . " 1ER• 18 /BEHIND SECTION CUT — - ' ' ` M Q0�' (FOREGROUND) 1r k i w Q. - ,. Agri FLOOR Jag '0 �` TOP OF WALL = = ``\' HANDRAIL --- SEE 8/A2.01 FOR .0 . 3.O • 1#'�-8" `� ADDITI MAITON .0 , ., r 0 0 '` FL OVER PLYWOOD % FLOOR PLYWOOD ' 3.O =` o \ .-° WCOD FLOOR JOIST 3.0 -► FINISH FLOOR �- i _ \\\ - - - _ -- `9e'" = '= FINISH FLOOR N' 4 ....,1.. # " MIMMM Imo' • TTT -.\ ,gyp R lye_ _- / \\� ~- 9%- /8" ' III .7_ .,.. _ j , i ,,i ■ - '�i.: ,,, t3 1$°. " s� aM.e1/2" GYPSUM Z 1`1 MATCH r a: i R I G# -A ,, - .... �... �.M+.�^ •+,..._- - ;.., . . #I' EXISMS) McMMA '�`: neeuM \'*„ . -to co t . r r DURO - � .PFCMT S 5/8" CE]LING I . e \ e. D CEILING l"t" BEAMPER // AM. ♦ MU MM M. )IMP" \\ <Lo w P—.� .'^"5 „j�. 1 • ♦ / ' ( �'�' "y +T c s - - s +.MM AM M *•\ 'Q _ 4 �,,.rl �+�F • _ �IpI [/�_ 4 38 II 3A 38 -:( I .3 0 s 38 �, 38 DATE '•� �; m '•I OND MM. M. 'e i" # ' \ I M.M. Mew MMs s r• a �' a + \ / 0C� + • CI CGT + 1 N.40 *: EXISTING C MA. ,� I ac. ,MMMM MN MM, ,� EXISTING N /, 'o'"14 / p""" WIMP AO MMMM GOD delk CONCRETE I ( `' FINISH FLOOR ( I i a� .� SLAB FINISH FI C}C?Fr"' ` , ,� 0.-0" 1► / �► I 0 I O'-0" C' GARY M, V MORE MMs AVM M.M .M® M. w.. MW#./ MMMM SIM ® eMMM MeeM.ee M. MM. MOO .MMM M. aMwe MMMM .0 MMMM M.M M. MMeeM 1 ' {" po AN ,ORECION to '4. SECTION 49t .. 3 SECTION 0 1/4" 1' O" , 0 1/4" = 1>-0" 3/4" PLYWOOD TREAD `�, 1/2" RADIUS " _ „? ; I 1/2 IUS 1 . nwn ."44111111111111 1/2" PLYWOOD RISER LU CONT. 1 1/2" LVL RIM JOIST 3/4" PLYWOOD TR WOOD STUD WALL --DO NOT BREAK OVER DOORS, H0 2 x 6 EA. SIDE OF MIDDLE ::::0° . LOCATE ANY SPLICES 12" PAST SIMPSON A35 EACH SIDE, BEND LEG DOWN 12" STRINGER FACE NAIL W/ 16d 1 =_ DOORS O.C. STAGGERED H P DOUBLE STUD AT JAMB P.T. 2x6 = I 2 x 14 CUT STRINGER BEYOND ' -. r = _ sN� tiC 14 c SHIM AS REQUIRED ATTACH W/ 2} a/8 EXP. BOLTS (3 EMB _ LIJ ED} ! a CC s if 1/2° PLYWOOD RISER LT-- KNOCK DOWN HOLLOW METAL FRAME Livermore A&E I 1 ' $ ., <">''''''''''..., hi . I SOLID CORE WOOD DOOR 1 . ,iiT _ 4 • . I 1 I D CONDITION JAMB CONDITION i a TYPICAL WOOD STRINGERa WOOS STAIR TREAD & RISER 3" = #'_O" 2.0 ` 1 1/2" = 1'-O" 2. 1 1/2" = 11--•0" 1.4 I 1 , . , _ , , i Opp GYP. BD. ., NIA AT SIM, 2x WOOD PLATE i --FASTEN W/16d L 12" O.C. 1 i �.w T.O. WALL g PLYWOOD TREAD . '' C`�I mow ; "_ r _ �".%---, N N ' " ` `' _ ' STEEL DECK AT FLOOR/ROOF . a . ><— Z /,�- 2x14 CUT STRINGER W/ 16d 12" ' �' CONT. 1 GAGE COMPENSATING TRACK = C,a O.C. STAGGERED T.O.OHANaRAiL 2 a ,,, --. _._.. --ATTACH TO STEEL DECK W/ (2) X12 = �" 11:1 fx 1 I - ABVE NOSE OF TREAD 1" ' SMS 0 12" O.C. . Cl)' �. --IV TOT ATTACH TO STUDS Z cr CONT. 2x6 W/ 2) 1d EA STUD. WOOD HANDRAIL ,I ' 0 4,c A _ 16d 12 O.C. TO BLOCKING 3" =- p, =• IV STEEL STUDS W 1. v....." HANDRAIL BRACKET S 5 -O O.C. 1" i # k i . _ . .,:` .. MAX. GYPSUM BOARD 2x BLOCKING - - yam, _ - - . DRAWING TITLE: _ = SESTKM a DETAILS g 4 t • i Xi' :74\ ' 'i,'' 2x6 EtiCH SIDE OF CUT STRINGER SEE 6/52.01 DRAWN BY: CSN 3 2x8 WOOD BLOCKING OR 8" WIDE = '�; 1 1" I .. 16 GA. METAL CHANNEL ALONG , LENGTH OF WALL WHERE .--.- - _... APPLICABLE 1 7 TYPICAL WOC)D STRINGER 8 TYPICAL WOOD HANDRAIL 9 DEFLECTION COMECTION AT STRUCTURE A2 01 1 , , ' 1 1/2" = 1'-0" 3" = 1'-O" = h p N U ., ..,,... ..,...,..,� � ��, .... ........ .. ....��. ,., .,.., �..,��� .. ,.... ,,, .,.,. .., ..,..�� ..... .,,, . .,� .,�,� �.� .,... ,�.��.�. .��.� ,. .,... � , 1 ' '' . ''1,.,,,r 1114,111111111 1 i , 41111 III I i • ' Ill ! I EXISTING METAL DECK I t X HEADER, (2)-6006162-33 FACE OF EXISTING WALL —ATTACH TO (E) PURLIN WITH L3x3x12 GA A WOOD STUD WALL x 3" W & (4) #8 SMS IN EACH LEG / vi EXISTING STEEL PURLIN GYPSUM SHEATHING HEADER--PER PLAN / 4. RUBlv • BASE , (6) 16d NAILS EACH SIDE OF /7, P.T. 2x6 NC' 16d NAILS 'N 6" 0.C. AT BUILT-UP , CONTINUCLIS 16 GL Z OChIPBCATING TRACK ATT SPLICE--TYP. = cc HEADERS--STAGGER A- LI-1 --ATTACH WI 5/8" DIA. De, BOLTS AT 48" P TO BOX I-EADER W/ (2) #12 SMS AT 24" O.C. / _ , lezaj a TUDS CONTINUOUS TO MP Fe.— , . 0.C. (3" E14:; ) & ft 1/4"x3"x3" WASHER NI --4X1 NOT ATTA000 WALL SUS _ .--- EXISTING StAB PER PLAN -4- DOUBLE 2x TOP It ---,LE d.--7 tl) 2x STUD AT OPENING ,AN a _ ..... 0 LESS THAN 4'-0", /./ _„,o-Ii"":4 (2) 2x STUDS AT OPENINGS -,, ' I • <7 4 - m 0'.- /' 4rs-0" TO 8'-0" ----- , A ' A SPLICE--reP. 0 0 . 4 4._ .00".°777:47 (6) 16d NAILS EACH SIDE OF (3) 2x STUDS AT OPENINGS GREATER THAN Er-0" SIMPSON H3 EACH SIDE (2 TOTAL) I I., 1 - 1 - . -*/ , 1 _ W000 STUD WC. 1 - :17110171:IG4;A:R67Y PtIPP1:3.EEEBLRRIVIAMMIIIITIVI SET TRE)(Et•tr I - 16d NAILS 0 12" 0.C.--TYP. IC3 0 it4111211111111 1.> 111111111111111 -.), cr/v/r/7 ____.v.\______7—WOOD POST PER PLAN _ * BOX HEADER, (2)-600S162-33 AT 48" O.C. 6" j, I 16d NAILS N 12 O.C. STAGGERED--TYP. --ATTACH TO (E) PURLIN WITI-1 L3x3x12 GA. °A x 3" W & (4) #8 SMS IN EACH LEG 4" R :It- • BASE, EACH FACE . mnittvit ___ 4 ECO:sTIUMN: BASE PER PLAN . 6: : STUDS UNDER HEADER-- -- - CONTINUOUS 16 CAGE COMPENSATING TRACK. (1) 2x STUD AT OPENING ATTNOW TO BOX WADER W/ (2) #12 SMS AT LESS THAN 11?-0", —CO NOT ATM.! 10 WNL MOS ....0- ll! (2) 2x STUDS AT OPENINGS , • . . , . 42-0" TO Ei -0", , , # DATEI DESC. 1 (3) 2x STUDS AT OPENINGS ---- . — GREATER THAN ' <> ' 414 1.1/4----- I AI . WOOD STUD WALL A I® rt® _ ii, * „,,,,i .....;* DOUBLE TOP PLATE SPLICE 2 TYPICAL HEADER 3 BASE CONNECTION 4 WALL AT ROOFi ri P*4 0.°REG°4 . lUlP 'U 3,,,0 1” = l'-0" . 3 • 1" = i'—o" 3.0 1 1/2" = r-cr ' 3,t 1 1/2"=1 -O" • FACE OF EXISTING WALL 16d 0 6" 0.C. WALL PER PLAN 14 GAGE MIN, LIGHT GAGE ANGLE 4"x4" PLYKIOD SHEATHING --ATTACH TO EACH STUD W/ 1/4" LAG SCREW x 2" JOIST PER PLAN - CONTINOUS OVER BEAM ' O.C.QC, NA c'Zi CS i 5,- LONG (24" MAX) 7//---WALL PER PLAN 72xREQ'D BLOCKING BETWEEN Josrs = LL,I ENG FL XISTI • 16d 0 6" O.C. . BLOO1W PER MANLFACTIJ RECOMMENDATIONS D 14 GAGE MIN. UGHT GAGE ANGLE ex4" —ATTACH W/ 1/4" LAG SCREW x 2" LONG AT 24" 0.C. / FILIYWCX)D SHEATHING I , 16d TOENAILS 0 12" 0.C. _ ` 1 7 - SIMPSON A35 CUPS NTH BENT LEG = ATTACH PLATE ni 16d 0 12" 0.C. / I; - - : CONT. 1 1/2"x11 7/8" LVL RIM JOIST Lij / --ATTACH W/ 16d TOENAILS AT 12" 0.C. . - 1 . 77,../ ", CONTINUOUS 1 1/2"x11 7/8" LI& ;<> I . --AITN}I Wi 16d TOENAILS AT 12"0.C. / 77777— / „Zr , V' ," WOOD I-JOIST PER PLAN ' - !;.04.1 , —ATTACH W/ SIMPSON A35 Wil BENT LEG t -N.- ./- .A BEAM PER PLAN I I __,.• , .... at . __. • ,-; : BLOCKIN PER MANLFACTURERS RECOMMENDATIONS / 17 ti • , 3 : ‹r = Livermore A&E / ; JOB NO: 216039.00 I / Z , ' I / ' Elwa I / ' .. .....:311., I '41 `<1 1 1/2"x11 7/8" LVL BLCCKING AT 48" 0.C. / / ,><.-' —ATTACH W/ SIMPSON A35 W/ BENT LEG ' >;-<, i WOOD I-JOIST PER RAN / ' & SIMPSON ITS HANGER , ENSURE 2" / „ --AITACH W/ SIMPSON IUS2.37/11.;;; FACE HANGER SEISMIC SEPARATION" DOUBLE TCP PLATE, SEE 1/A3.01 , - SHEATH / '-NN\N / N\— ITC PER PLAN / ' I , DOLS" TOP PLATE SEE 1/A3„01 - / .. --0 SIM. SHEATH BOTH SIDES . : ENSURE 2" ///, Ai. ' SEISMIC SEPARATION - NOTE: __--.L.,.....\i/N_...--...... I AT SIM NO EXISTING FLOOR AND NO ANGLE TO DOUBLE TCP PLATE, SEE 1/A.3.01 FOR OTHER DETAILS NOT CALLED OUT SEE 6/A3.011 EXISTING FLOOR CONNECTION - : FLOOR DETAL i r 6 FLOOR EDGE DETAIL ©411114 FLOOR DETAIL JOISTS TO BEAM CONNECTIC)N _ ii ill,„ # 1 1/2" = 1'-O" - all 1 1/ L 2" = l'-o" - I 1 1/2" = 1'-O" a 1 1/2" = 1'-O" 4 - = ; - SYMBOL OF ACCESSIBIUTY AND THEIR I NOTE: ACCESSIBLE ACCESSORIES AND EXISTING TOILET -704 81) / BACKGROUNDS SHALL HAVE A NON-GLARE FINISH, I1h111 STALLS IN EXISTING T.R. 106 & 107 SHALL COMPLY WITH SHALL CONTRAST WITH THEIR BACKGROUNDS ( T L f IBC AND ICC/ANSI A117.1 SEE PLAN FOR FIXTURE AND EITHER AUGHT SYM: ON A DARK BACKGROUND _ PARTITION LOCATIONS. OR DARK SYMBOL ON A LIGHT BACKGROUND) tAB_OCKTrAcHINviGABEL2) SIMPSON A35 EACH SIDE OW 6" GRAPHIC AREA FOR PICTOGRAM 10" I -0c....... SIMPSON MSTC52 STRAP TIE Cn cl LETTERING ---5/8$ SIZE MIN.., RAISED 1/32" MIN, --IwALLNSTFRAmALLpEMRANURANFAC < (N 0 N. 54" MIN. GRADE 2 BRAILLE SIMPSON MS1C40 STRAP TIE ( 'ER BEAM ce cp 12" ,„ 42" MIN. t "00 ., i MIN." 77—BEAM PER PLAN —.. Z 40" MIN. '- ; 36" IvIAX. ez--- PROVIDE BLOCKING AS REQUIRED 0 CO Z 0 SEE IBC CHAPTER 11 ACCESSIBILITY I I VERTICAL GRAB BAR — 36" P''.. $-- 1 SEE 10/A3.01 SIM. -71, 24" ,12"'4_' ED fr; FOR ADDMONAL SIGNAGE INFORMATION COLUMN PER RAN 166.1:4,044 #406. tc.:1 (....) : Cr: MEN <1> iiito NOTE: z Az..4 +0 41, --; GRAB BARS TO COMPLY WITH ICC/ANSI 0 A4,,,, 1r m ea 130 Ir..- E2 LL" o ct N - 1 i ,,,,Z W Pr) < 1 LI: r 1 i 1 ICC/ ANSI Al17.1-2003 - t - 1 -411illtie .,;. 46 4k. - < 11117 (C) fz-- t 5ECT1ON 703.3.11 LOCATION: I I r."----1 I - ,-ii, 7 7 A, c) WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE 1 . TN.. EXISTING----- - 1 %N. 1:2) c2; WATER lo THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE - DRAWING TITLE: 'N'"s*NN ID to rf) DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. , Al CLOSET IEXYIBLVkS: mrK824'o °eIVLS It 1 1 1/4" TO 1 1/2" , WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAVES ..,--... ' „i THE SIGN SHALL BE TO THE RIGHT OF THE RIGHT-HAND DOOR. WHERE THERE IS , ,. . r:-**•N , 1 1/2" NOT WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR TO THE RIGHT SIDE DRAWN BY: CSN NOTE: '''—EXISTING .NA TOILET TISSUE OF DOUBLE DOORS, SIGNS SHALL BE ON THE NEAREST ADJACENT WALL SIGNS CHECKED BY: GML E WATER CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR AREA SHEATHING AND FLOOR FRAMING NOT SHOWN FOR CLARITY CLOSET DISPENSER a 18 INCHES MINIMUM BY 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE A osl riii 1 I CLOSED POSITION AND 45 DEGREE OPEN POSITION. , i 9 ACCESSBLE GRAB BAR PLACEMENT , 10 ACCESSIBLE GRAB BAR Ali TOILET ROOM IDENTIFICATION al BEAM THRO i WALL FRANING M,16111151160, II 1 i I at 3/8" = 1'-0" 3.. NOT TO SCALE VJWYJ 3" = 1°-O" Tiktivre 3/4" = r-O" I _ 'ITiffuRHERAELRELcimmEN°A11°Ns I - © „ , ,,.. , , ,,,, , IA I 1 1 I • 1 1 II 1 4 I 6 1 6 1 6 4 L , i I I IA d 6 Y14 I I , I 4 i Ii I 111