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8015 SW HUNZIKER ROAD-1 Hanger No. 33 I. .I NICRaI ynSammy Super Screws SWG Detail No. 28 - - - Standard EQ Brace Detail / - =Uzzi uzumU - 0 I 1' SCH. 40 PIPEPIPE CLAMPana NwALL TIWEAD «�Pion. ,l -�.__—_ � ._-. _- - - - - -. - - -_ —_ --- -- -- NO WORK ,1 I/ ----------- co..«un.{ �� Nswe". -_ -. - - __.--__ v•-- - - I- -- I__-- JL--- - -- - -1- EQ EARS1MU y { J_1 { I - 101 _ - - __ - - - � I I I I I I I I I I1 �a1 _ - - ' II�rr -- - 01 -- - -- - - 1 10 ... L.Q - -- --- - -— .._ _ _ _ _ I - I µl 1t1 1 I ---�--_ --i_--_. --. V--�-- �� Nott on Plan: Han Number and •A' Dimension -. - - 't'jtCj��' -w w- J-�- - --- _ _ -I!, :'�: -- — --- - ---- ---- --- I - -- -- --- -- -- --- - -I -- _ 1�1� I -I 1 1 � _ �� _�- a w�fzK - itti t�t� DEMO �1RLP -- t---I ---- F T --- _�= Hanger No. 32 l I I 1 t - - - ,. —T I 1 I I I wood ob 4 S u V n ' t%T N I I I RF 7A I 7aA I i, l a l I t R A I I «e.eN RIPE _ /l' 1 1 1 0 1 • 0 0 OR a 4 R��A O I I I I I A la 1� I Q I ttij T-.— ® t� Sammy Super Scre ST ll 0 T 1 I I i _ ��"-� ® 1 1 1 1 I t!tt]J Li I i1 tJ I _1 1_ 1 1 1 I tl tt d I I I a(t tl t! I 1 I I I b tt tl n I• I I I tt I tl -•-•-��-•-�� 8-Lp•, 1 - i I I 1� / - IZTI1- �% 0� _ L L �'L__ 1_1 FFM I I I �I� I I I I I I I 'cv 0-¢ _ - - --- - -- -- I uiu I NSI W(]RKt tl �- , FTgI_Fri Ta#IT1A `- -FBF I�iT I I I Iii MNlmwn crEenu turL__ F_FI 7 __ - FII 7 -t -�'� I kFl_' _ I I I� 1 ITITI -r- Al 1 li tt1� _ti F+Iti tl _�l ttl� _ti ttifi ti 1 1- 1 -r I- r -.- \ I I El:m I$IB _ to _ _ �tlj! I �I� �I$ -4 N.tb Q ALL THIIEAD 1 I 11 I I Z J o T 0 -1- -1--! -L _L_ _L -- -1---4 �-- -1---4 Iro0 1 I I -. :. "(�, _- -1- 1 __ I I I 11 I I I I I I I 1 14 I I I 1 K1 I I • .n Plan Q -�-- 1 1 •i -P 2' Z - - --:J� a + - I I- I- -I- -I- -1- ` 85-3 -a-4-- -- ltl� I -I- - If17J -� - -- I 1 a I I I I I a 1 I 1aFFI1�---1� I�rf 1a�I��---aFFI�a 11� kt 13i. I I I - It Ifi EIB It B it---E tt B tl P I b a b (I; All of I 1 k ------ I- -1 -t -1- t ' _ _ �'-1- -I- -r -r- - I I I- --I I I I I I P,P. r APF , ,.,� -I- '. ll-1'. Be I � i ' T - - r r T- 5.1-- -1 -I- I -I I- I -I--I-�- I �'----U --1----•1 �--�---1----� r.%. o"o -11•- i It-'IYLR1t- I 110 7qTFT111`_ NO UPRIGHT SPRINKLERS TI 1�+,�-� I I I ;qr° \ THIS AREAISI I ! I I I i II� o' o `-G' RISER Note an Plan: Hanger Number and 'A' Dlmenean PER NFPA 4-13.1.1 EXCEPTION k3 --- I 1 I I I I 11 I � ,1 I I I --- - -- --- --- ------- 4 I I j o` I HANGER TJI I I t1 kk ii I ;I _I I j _-C���f. Tt ITT. C ( Ji0�ki1 i? I I I" I I i 4• II I i /• I �I I �! I' 'I /� �• -EEI ri- i �" r' - o l R I I U 'll� R 1 I I rj of c 4i- q I I III 0 I I L I r .. - I ----- 1 I i A LEVEL I ,.. . .. •^ HANGER ,a I �o D �.T -TIE IN TO P' ABLIVI I, +a 4 2 r� 1 2 Ir REV 10 ,I I l �I _ m CC ul O 0 #7 ✓ - -, AO O'll - NEW TOOL SHED I I NOTES: _ �Y I� l%PDc�"vA(W[1N4- to � ..lo I-• I ( I I \ I I I CITY OF TIGAHL l I �•• 1 I 1. ALL MATERIAL AND EQUIPMENT TO BE I I I roved..........................- .................... ...1 Conditionally APPrOvOd...... . ..... NEW AND UNDERWRITERS APPROVED. 4 R in ® I - —-t -- ® 1 I - -- - ® - - - -- - - -- - - - - - -- - - - L�---.... l _ - - For only the wo as d9scnbe PERMIT NO - ,---, _ -- See Le :F - . ,e_ -- - ---� -- - - - - - -"1T� - - -- - - - -- � F?I ® It .......................... __ --_�_______ - 1 --i 1 -•ea - 4:: 2. PIPING DIMENSIONS ARE CENTER TO CENTER. EXISTING job Oma; �dL (T +� NO WORK 3. EARTHQUAKE BRACING SHALL BE PROVIDED 1 '"'°�J4 4 IOYJ I waro IN ACCORDANCE WITH N.F.P.A. 13. y"N%IEAO. "f 31 _ _-- - �• ' IIAN al[.CMi9a1 e'd'�Al.. - - - --- 3 , - -. -- - I n- li - - - ' _ -:.A _ 1-�D- ' 'I '= - 7-r-� ---1- -7--- ---r---I--- ---r--�--- ---r--1 t1`1�--' � ��yr• MPI_ + s III sa yv,9 °� I I I I ---r -7--- ----AFII!IFI--- ---"AF I Iii--` ---AFFI:IFT-- 4 PIPE HANGERS AND METHOD OF HANGING 1---1- -1--- ---l3 EDDtl--- J--- �>�---I ---tilt I TO BE IN ACCORDANCE WITH N.F.P.A. 13. - I'1 �I o 1 FFI{� 0 I _I I FFI _a_ I� _I I I a I I 0 0 I� -/� Ili- I F- - i I i1 _ — I- I I_itltl�' _ 1ti - _ ttl --- I -lb_1 -�1 �I� 5. PIPING SHALL BE SCH. 40, SCH. 10 OR / 17J17I 13D-_ILITIc _ 1 �. - I - - I I I I I , I I I I 1 I I 1 , I I ; IN ACCORDANCE WITH N.F P.A. 13. - - I V ® II v l Cn f I IST -ri-1----I--1-� -�- +�> �I-- a-- 1 FI FF� 1 q 1 j-1 I r-9 E FI 1 I I 1 A TTT I I I I A IT TI,R -1 �� T I 1 I I titttJU I LJ 1 L fi--'lid a I I x Q I tiIff I a I 11 Ctttitj� _��1t131_ J - 6. JOINING OF PIPING AND FITTINGS, telli_ t tt 1' 2`/ --_-- - I T I -- ----- - - THREADED AND WELDED SHALL BE IN >T /H 1� I /I_ I I I I 1 I I I --- CLI. , al i9- ctl ml- ACCORDANCE W:TH N.F.P.A. 13. I 1. I I -> r-rr� --- --- - ---Ix 1 I• �t _. -L---I" I I I �I. _ FFI __ 11_ FFI 111 IT! 'FFt I� - - -� - f �_�_1 _ I I I r I-1 I� _ __ __ - - --- It9 RI 0 h 2'AFF] q I ;lyI__I_ I_ J L J all, I I Itlt ffl Ifl ttI Tt1tl ttl#1 ktltl ttl 1 I I *1 1 I I I I I _I #tai--i F--W mx�___�5'rl- tux- ---� ¢lr�---�xlxl_ _c�.r�___�EI�_ 7. STRUCTURAL ADEQUACY OF THE BUILDING _ -z'AFF] _ _ 'I -I- -I I- I 1 1 1 1 0 1 1 1 0 1 I o 1 10 1 I o 1 'I OIL. - - 2iL ie� I b o 4-o s o I _�� I I I*I I I I 1 101 1 I I I I -1- --T - -�� _-_1- TO SUPPORT THE SPRINKLER IIII ''fi��Irr 11��11 ��rr PIPING j - - m e -�__.------- ------ - 1 I� - r-T-i-r-T r�-T-r-I LJ J-JYIL-- --L_plt-- �- 111I!IYL__ _-�_ __ IS THE RESPONSIBILITY OF THE OWNER I I I t I I I I t I I I I ". i'" I 1 I I I I I !?F�1�9 I I C H'++H� I I i I 0 O ;41 I ---t+ r -- - - -I 1 - -_ -- -- FFII -- - -- --- -- AND/OR HIS STRUCTURAL REPRESENTATIVE. — -... - 4- 2y -I--I- F -I--1- I--a - -I F-- --I I I --�-- -- �I� -- - - - - - 00 6 --I r 1y L e� eee\ - '-1• p — �. :, ....... ._. �• . , ,. _ -n-T. ....:.,;�,..-r-. . . . .. -., .._ • . ,; 8. EXISTING PIPING SHOWN AS DASHED LINE. o ELO ATE 2' SUPPLY TO BELOW EXISTING UPRIGHT SPRINKLERS 7*, AT ROOF DECK TO REMAIN It 9. CUT IN NEW SPRINKLER PIPING USING VIC. MECH. TEE. LEVEL 2 PRINTED , 1111.' Hun='ke' ;ti .ao15 DELTA FIRE, INC. BUP2002-00129,BUP2002-00283 I of 6 GENERAL NOTES STANDARD SYMBOLS,OH STANDARD SYMBOLS.UG SYM. TYPF. MFG./MODEL TEMP. SIZE FINISH CANOPY FINISH QTY. REV.NO. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED L� - ALARM VALVE — t - POST INDICATOR 0 SSP EXISTING PENDENT SPRINKLER 185 1/2 CHROME RECESSED CHROME _ 1 1001 SHED ADDITION 7-29-�Z 1, CITY OF TIGARD _ OCCUPANCY: LIGHT HAZARD__ Pci 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY SSU EXISTING UPRIGHT SPRINKLER BRASS — - - - --(1-6) WHICH ARE END TO END Q - DRY PIPE VALVE T - NON-RIS14G STEM GATE - - - - - - ------- 2, OWNER / ARCHITL(;I DENSITY: _ PIPE SCHEDULE SSP EXISTING 8PRINILER PLUGGED 7 ___ _ _ 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA LL - FLOW SWITCH �- - FIRE HYDRANT W/PUMPER - - 3. _____ _.—.--_., REMOTE AREA: 8O1 IrJ SW HUNZIKER RD PAMPHLET NO 13 U SSU REUABLE MOD.G 166 1/2 BRASS 10 _ 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE MATH NFPA - WATER MOTOR GONG —! - FIRE DEPT. CONNECTIONCHROME - - -- -- - --- 4• --- —_-_ .-- INSIDE HOSE: G DE PAMPHLET NO 13 , 8SP RELIABLE MOD.G ISO 1/2 CHROME RECESSED 66 ELECTRIC BELL t - DOUBLE CHECK VALVE ASSEMBLY 8SP RELOCATED SPRINKLERHEAb - _- - OUTSIDE HOSE: �OG T IGARD, OREGON 97223 5 PIPING SHALL BE IN ACCORDANCE WI•iH NFPA PAMPHLET NO 13 - 8 JOINING, OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE DRAIN VALVE -�_ - CHECK VAL„E - _ - - __ - WATER SUPPLY FIRE , I . DESIGN BASED ON:WITH NFPA PAMPHLET NO 13 GROOVED COUPLING _ STATIC: S3 �� -�� - NEW UNDER6R�UN0 u - TITLE PCI REMODEL. 7 OWNER TO PROVIDED ADEQUATE HEAT i0 PREVENT WATER IN PIPES FROM FREEZING - ---- -- -- _____--. _ __--_. _ N.F.P.A. .# 13 1994 - ---- --- -------_--- —IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM �� - EARTHQUAKE BRACE _ RESIDUAL: -- DATE �-29-02 SCALE 1 a” = 1`-O` SHEET rpl - - EXIST UIDERGRIIUND --- / _ / IRE PROTECTION CONTRACTORS 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT 1HE SPRINKLER PIPING IS ------ — FLOW: -- 927 I - HYDRAULIC REFERENCE POINT -- - ----- CONT. 02-1292 DRYVN• U. PAR1H SYSTEM 14795 S.W.72nd. PORTLAND,OR 97224 (503)820-40 0 THE RESPONSIBILITY OF THE OWNER AND/OR HIS 5'RUCTURA.I REFPESENTATIVE �J --_--- - PUBLIC WATER UNE 7550 SW HUN IK LOCATION: � vr--•erNlleerAl' y, •,MlnMti"561Nbx^I^W�:N!n., � .. . .�!'�"Trt'•!r;'L�r'�;r'.;��M,,. ral�%m NOTICE: IF THE PRINT OR TYPE ON ANY 111 III III IIT 11 1 IIT 1 1 1 I IIII 111 111 I I I A III r1 r I I III 11 r I I I r t I 1 I III III III 111 111 I I I I I I I I III I I I I I I I 1111 (I I I I I I I I I I�I I I i I I I III I l i I I I I III I l t 111 I I IMAGE IS NOT AS CLEAR AS THIS NOTICE. IT IS DUE TO THE QUALITY OF THE N.au KA 1 ORIGINAL DOCUMENT E 8 83 T.6 916 �L tbt tiLqZ t6Jll L 8li 9�i l,t t t >rt �Si Lt it �I� i 8 L 9 !i C 6 Trun� IIII !III IIII IIIIIIIII IIIIIIIII IIIIIIIII II Illllllllllllilllllllllllllllll Illlllul Illllllll IIIIIIIIIIIIIIIIIII IIIIIuII IIIWUI ull�ll�lulllullul�llllilllllll�lll�l lUllul IIfK111 I TI, r`m r,r. Pn inro .nlrn Jinn ,r, .r n STRUCTURAL NOTES r [ 1 t (�•-1JTll`t-FL/��L ��IJ'��.L 1 •;r,.,l� I.. ,.I,�r,,,.l ,Il,.,ii Ili It r. n01 rr lin r•,lii...l r,.li r., „1' ,.r •rhil,�rr,_I � � In n-�w) only •dt rrlrr•ntn 10 rnn4n,1• I � It..• NAILING AND CONNECTION SCI-ILL'ULE I ',rrr,n „I r ,► , 7vI,IIt,IP, mo, t.. .,10.11 ! The governing Cede Is u,e 1931 Un rurm Building Cude ,UBC ', ds amended t y the Slate of I r,Onc rete shall caeveiu� a minimum 28-ClAy ,dk .'retort' uurc J compressive strencgth or 3000 I. Minimum number of nails for wood member,, eAti a5 tic Led ct',c .,,�•�r Ur thaw t'gs CrCGOn F--5i for fcund(1l,cJn5 Jr,o slaL"5•on-0r,1_I$ Studs to Plates New GiprstruCUpn has been cJCs'GnV'J for the f011c"'W,n, �JCdut anJ i'.e IodcJS, unless r,L;led .' Pr .f dG S O ACh 10ia cubic yards, Or each day Of end nail 2-Ibd Ovide a minimum O( 3 GOnGretC test �_ �n r for a G!hsrWi&C I_CUr for each JnL'ClF etre,',_. th. Trgyt t .' t l: 9 As frr'IIL,W9 One At I day. two At 18 Gaye ad � � toe Hall .�. A LIVE LOADS. OffICC FIOJre, 6C P5F Concrete Gy (- �+Ilnosr Sam IInC AnGv Arid te5tliri nform with ASTM speclricatiom-> Acceptance of Top Plates and Bottom Flates Slopconcrete ehaII Le governed k,y the p'_ r isit a or AGI 318 "Bulldlnq Code Re<luirements for spike tc' jether: 16d • Ib a c r 5tAIr Storage 115 P eI Reinforced C'r'crete" bubm'L mix deg r wiui coil statib ilial bat kup, for review lap And intersections 4-lib d edCF-, 5�Je J,,; fit t StAlr& and , andlnq� 100 PjF 1cccrd1i to •-'.I eGticri 53 E FLC(-'R PARTITION5 ,t Floor• Roof and Ceding joists Allowance �C l Concrete worts, -3ri i c:u'nrorm to all reel„ "n_r to Of A(_i ;01 "Specifications for Structural to plate5 or beams - toe nail 3-ed C,uncrete ferr k,,,ItJ ' _I� blocking to plate toe nail 3-ro'd 5E15MIC" blocking to joists each end. 3-8d S UEt: Z,NL Rebar and Anchor bolts required to kis Installed Into axlstln Concrete shall be g corner studs: IF,d * 24" O.G. k dGGOm I19fted with Ii NIT kl -1510 adi system. Grill holes by rotary-percussive 2x (Aminated beams IOU • 12" top arta L'�tl�'' titaggered GENERAL methods only. Co nut cut or damage "'�i"tinG reinForcing etee dur+nGj driJNrg and grouting of flew reinforcing dowels Notes shall li .aLuumed after drilling, brushed with a fiber brush 2. Fasteners for pressure- I.reated and fire IetaltJent t(e.1Led wc _'u' -tltlr,,i be het dlp) CJ I Unless otherwlsa noted material arld design 9peCi(iGalions clled herein shall be those and then blc,'wr -ut w+lY' oil ancJ water -_� c-cirp ressed air herein shall be those Conforming to the version Of the appllGaL:'le 5pCGf,Gallon or ccole galvanized or stainless steel. MLSt recently adopted rt' the pT,r nj a,u her tJ STRUCTURAL STEEL ANC:' M15GELL4NLCJ5 IRON: PLYWOOD SHEATHING 2 General Contractor shall veriry d„^lr9,pnS and Condit-ons andxisting eI E ' members d ma^9 c�rS aria ClCvdt Cns I Structural steel wide flangesASTM 4 - '. grade 56C" with speclal requirements per AISC 1, Floor eheathlng 5hoTeGk.,ICdI Eull�t n •_', .j TM ujj2) p drewing9 stamped by a Licensed Structural Engineer in the State cr ('regpn sf4lll be at edCje9 O' each sheet, " required ori prerabrlcatpd jcat5 )­-I� Shell be reviewed prier lG rdbrl�;,il�%m Structural steel 'Cru'-,f t wide flanges .:. its A36. biockinq and walls IC'd a 6o.e. g at Interior of sheets. lCd e 12" cc, Construction methods and F-'rv,leCt t,Aret at boundaries of floor !Cd 0 6" oG I y � Square enc] re�.tcln,Juld1 hollow Structu'LISr• 411. eS Ili iiA5G'C Ads B, Ft' gr = 46 KSI, y� The Contract drawings represent lrle finished Structure And d0 not indiG,7te method, Apply I!4" dlAmCttyr continuous bead Of GOrstruGtlOr ddhCelvC t0 AFG-r:l Lo l_ F 5 I procedures or sequ_ei' Cr Construction This structure and all of its parts must be 4 Structural F'ipe A°; g'dde B, type E jr-,e 5 F - ' Ili II Adequately braced and ell Attachments and connections nCGCs9Ary for this stability Of the y Or joists, blocklnC3 and plates Immediately prior l0 f, IdC.ing rJi f Of the structure and Its parts must be Gomp!Ate Contractor shall gest i Construct and 5. Detailing, fdbrivatlpn, erection, IUCrI r udtiCr dna alTtlr WAII sheathlrq maintain All safety devices Goretrur tion materials shall be even) distributed If IAGed on g p q of structural steel "AISC Code ,. y P of Standard Frachce for Steel Build,'IU9 dnd Bridges", "AISC Specification for the Design block edges not euppprted by frdnung mertibGrs wit►i •x•1 flats irarned floors Loads sr 11l not exu"acJ the allowable IcadmG rt r ttrs SupperLing mltmt seg Fabrication artJ Erec t rn of Structural steel for Buildin s" All steel shad be rime aimed. and their connections G p p at edges of each sheat, Consult owner 1 r_r Ary finish painting r e:ju r ernCnt!! block!nq and walls: ed a 6" or- 5 G5 Field englreered data la deveier- td by the Contractor that differ fr at Interior or sheets: 8d • l2" o.c. e om, or add tc the 6 Welding shall Gvnroi to AWS spaGIfIGJtic,ns Welders shall be qualified under AWS structural draWings shall be stamped b a licensed structural engn! , q at boundaries of floor e0 6" ac y � er in the State �'f '_rrc�on spCCiflt:.atlan9 Ano shall Je ,lubm )ted L,J the Cnc.l , Aver pr Or to Irnpie-_ant,_ i:l, dr'd fabrication. 3. Staples mak, be substituted for plywood sh�!athing niilvrg suk:,l'e."l la review by the strw.:tu'al 1. Nigh strength L"' materia, and inetallatiun Conform to the "Specification& for Structural engineer of record 6 Products and materials used by Urs Contractor ShAI' 'OC applied, placed, CrCGLCd Cr Joints using A�iM ts A3.�- Or A430 soils installed In Strict accordance With Ur manufacturer 5 Instructions 41ternate5 for specifired items ma be submitted to the ena,r,eer for review All nails Or Other Approved sheathing Gannet tors 51'IJII be driver- st- that their head or M89 prior to inatall�gLlOn irng cser may request A, Bolts. AZ?t l 43;.5 1 Type N) tighLsn to a "snug tight" condition crown is flush with &urfaGa Cf Sheathing pay-errt for rev awing these Submitt-31g 8 Mac hint bone IM.e .:STM 43011grave I Or thla strUGlurCInGlud 1 1 Provide special Inapecllon in eccc'rdance with Settlors If�63.5, 108 and 1101 of the UBC OTHER WOOD CONNECTIONS . ng 1 Anchors: expanglan anchors IGBO-ar'pro eed (Zinc-plated In accordance with 45TIM 8633) i G Concrete and conform to F5 F;---5-325• Group ll, Tyt,:e 4, Class I Acceptable anchor Is Nlltl "Kwik-Bolt plates and ledgers shall be anchored with a minimum of 0Tee anchur4 r �t'' F IeGe KB-II" as mdnufdctu(i by Willi Faeterii jy•,tems, Inc, IneLall anchors according to the GOntlnu0us spec. a1 InapeCtivn IS required durirU the takln Of tests ecimens and the Manufacturer .,; ,mmsn placing or Structural GOr,Grst•9 that iS to be re nrerced p S G daltons. I i MINIMUM SIZE AND MAXIMUM SPACING i 10 Belt heads or Huls bear tng en sleping r Jndv5: equip with beveled wa5here, F Reinforcing Steel Periodic special inspection is required dur'r' L Iac_,rr ?nt C ' rs,nrarc n steel n 1. Framing cortnectoi,e Simpson or approved equal. Fill nail holes with nails as specified L y ttrt q st'uCti reirforci GorGr'a:Q g II Erection aids Such as boils• clips, shims Seals or Any others required to Facilitate hanger manufacturer, unless otherwise noted. Hangers shall develop strength Of members f Construction lir s thN responsibility of Ito :"tractor to n des) and provide.G. Weld'ng 9 p Whereconnector straps connect two memb Pr 4 p place one half o1 the Halls Or bolls in eaii.-it i Periodic speclAl Ir,spectlOr is required durnq g►1pKj And r old welding elnals ease FRAMING LUMBER 2. Provide standard cut washers under heads and to or I n -r- it Fillet welds less than 5 16", welding Or steel deck welding of headed and threaded nu bolts and heads or lag screws Studs, welding or cc,d-rormi j0i5l9 And slues welding or 410E, rein forced deet. I. Douglas Fir-LAr bearing on wood. Bolt holes shall be a maximum aF LIE," larger Lion colt dldmeter ch or NGrt,lock-Fir as nu tad below, graded under the most recently adopted P Special Inspector rules Of the We-1 Ccu•r'•t Lumber Ins�'f_'_ Lureau (UC,LIE). 3. All wood Shims, where Specified, sftall be seasoned drloi druid, (Ir lul ur Old! same 91 quallr!ed person Whi derrionstratea his competence to the sat'5factlon or tltC Bulidln (minimum) as members connected. r g SIZE GLA55!Fi'_ATICN OfFlGial fpr InapC':tlOn or a particular tki Of construction Or operation re•,�,i(rinq special inspection The Spteecial 4. Tymuds))) to mudto slab connection: 5/8"t Willi KE-II expansion c1ntr;;n Gwith 4" embed At inspector Slyll 6e emplcrc.J L:y the r'wr "r A Interior ll sluesNIL.. NIL. 3, or stud grade. 48' o.c. 9 Gut�ea waand Responslb lities or the _f'ecial Inspector B Joists fJc ?. u Observes the Work a5s,c1i for conformance with the appl,Gable deetn drdwin d LIGHT GAUGE STEEL FRAMING Spec ' Gat ons 9 g5 anG. Beams No. i. } 1, Steel: Nc i. B Furnishes Inspection reL''OrtS t0 the Building OfrlClal, Engireiw or ArGhItCGt O( Record D. Poste.and Other designated persons Giscrepanc)Cs Shall be brought to the immediate A. A5TM 4653 structural quAlity (5t�% urade 5, tFy 2 50 K$� lar 12 gauge. attention or the contractor f r E Bicckin,_1 pldLas bridging 5landard or cellar, or stud grac+::. c correction, then, If unGOrrs�ted, tv tI-,C proper dsS'gn Authority end Bti Orf'� 411 mem�jCrS it Or to B. Arj7M o structural quality lSlr C7rddC �3 icy s 33 k91 Iii i.l gauge and I t�.hter s5 I least dimers �r"'r shJll be maximum 15% moisture .CrtCnt (kiln dry), G Submit a final eign!d report stating whether the work requirinc, Spacial inspection was, 3. Provide Solid biec;klr- (same depth Ui member) at C. Galvanlzed coatings ASTM A653 recjuirements, zinc weigl't u�.1.:' minimum, to the lmspectc•r s knowledyoiii in Conformance with the approved plane and `� p pointe Of ban'Ing. Solid bridging at 4 8'-©" on center, maximum, shall be required where joists have a "five~-to-one", or grater D. Steel Stud,joist section prope-I are as follows. SpecieicdtionS enc! tYp dpi _,:ble workmarsY' pre✓iSlans pf the gc vernine -_ode. depth-t0-th1ukr,C9a ratio And Where (-;r's eGlcge Is not held In IInC by sltcedlhing, wallboard, bracing, etc. Stud Size I (min.) S Imin.) co'. the term 'GpntlnUOue , d9 Stated above, shall mean the special Inspector 1e at, the Site and In this genrera, area dl ,i times oL:5er,In the work rs, ulrin 9 acid) ins r 3-1/2"x IP (44 0.562 INA 0..;16 IN 9 -I y r r-_ctipn 4. Pressure-treated plates and ledgers In Contact with concrete or masonry In accordance With AWPA Standard C-2. Pre5Sure-treated lumber &1',ali bear the 01 (American Wood 1 r-abrlcatlon, Erection and Identification of light gauge steel framin G GuUea and Re-jpori l ting pf tt,g -CrtrdGtCr regarding special inspection Pr C9ervara Euipdu Gualltt markt See +l•litn,� n g g q U Conform to division ✓ of 1 j I and Connection SGheciule" for nail types. chapter 22 Of the UBC, secllons 2229 ane :.�0, and lir! 4151 -1, QCIIIGaLlon for thiy ;Jeriyn L,r TYr_ Contractor is rt•SppnSik Ip for notif m. LY,s j CGial Ins cold-formed Steel structural members", y p F _GLOr Whsn Items r'OtCd 5. Top plate.e two pietas, same sizes d5 stucJs, stagger sp IiGCs 4'-O' minimum. Splice with 8-16d above are l0 ba nspeGteJ minimum, uril'i r'(Asd (_therwlSC. 3. Fastening or componii self-drilling screws, "ELCO Drll-Flex ' wAh Stalguard" ccatini__j r_r k B. The Contractor 15 re5pOneil.le for providing tyro 5peGldl Inypectc'r access tr.; Items "WILTI Kwik-Flex" With "Kwik-Cole" finish Cr approved equal. requiring Special Irspecticr' FL) WOOD SI­4EAT4NG 4. When fastening components with welding, ensure the fi-Mawing j�►AVIDBUt �Nl tll2ct5 S.F. KIt1�;lII Kt I i. G-D Grade, w'less noted otherwise, with extortor IuP manufactured In accordance with Welds of &tr, i ( ,,t,lt,,ltl3. UK t1 711.' t STRUCTURAL FILL OR E��•GKFILL g A. rlcient SIZC LO CnSUrP. the alrercgth ar the GUnngraion, l It ^ ���( I� I E✓S r United Stales Frr" to Standard FS I-h'S.ANSI AI9`a.l 'far Goletruction and Industrial C 1.�11•Z) (��O_ZSI1/, Plywood GOt torn, to UBC Standard aria bear tip 4PA trademark of the American B. Weldln_ conforms to AUJS specif Gatians, ( ttll.lII1111C. �Iflll llll�ll i'.tIR'Illft f\ ( ,1,�; (1O ► (t-ill I If aid fill Cr Soft subU_rdds material Is encountered, over-e.,iate and replace W th ASSOCIallpn co-patted fill (='lace strur-Lural fill in ICO&e lifts not exceeding 8' In this-knre5& And I,I'll I�Ir IIS compacted is A density of at least 35o Of maximum dry density, As datermined by 45Tts C. We;ders are to be certified for I sell gauge SL-dI under •+Wc) 5f:'eGIf1G�3t on3 A Floors 3,4" Index -le .'4 TIF; D1i verlF9 the adequacyor the Heid compaction b random f iel CITY OF TIGARD p y d density taste. 5lructural r fill shall consist of A sand and gravel mixture or crushed rock, well graded from coarse to B Walls Ir 5• Steel etude "CG" etude ( I-3/8" wide flanges) with Stiffened lips as manufactured by "Arlrgelee c� ffl t rine with less than 1©e by weight of the minus 3,,4" fraction pAssing the No 2(00 sieve, and 1 : ' der :•t O Metal Systeme, Members OF the Metal Stud Manufacturer 9 Assoc,dtivn, or appro✓eo equ,]Is Approved.....................*"**........`t L 1 .._. �k 1 N Size And Gauge as Indicated on the drowirgg Conditionally Approved.............. \ '�r-, A shall be free,.. of organic, rubbish, Cldy balls and rocks IArAer than 4". GUmK,ACtIOn within 5' of 2 Ldid with Cnd joist.) SIAgGA'sd �Or only ttt8 WOr aS re CribAd Itt' � c�; w� 1506y 'q walls shall be done with light we,.1io Yard held equ,pment Ererc�5e care so Walls are not _ f�0 h. Provide aCGCeeOrlCe, Including, but not necessarily limited to, tracks clips, web stiffeners. PERM O. displaced or GrAGked 3 Block wall aheathit,g r �7 yith 2x4 fl � See atter . F�owa, blc'- r�'I' .1t sagas anchone, ra&tenin dev+c.Cs end Other dcc;PSson• rs g S raWred rCr J uvmplate a"nd pit::pCr , F�,UNCATIONS: 4 Nail in A-c-c, tnr,.r with drAwirigiS Installation A f - __. / k ,lob dre uft�i,F� a By Date -• �t r r`, , �F ,`�`� 1. Provide end blocking where joist encJs are not allterw ee rC9t,llnf liom rotation. , I FourdatlOr SI.'eS ars L::d9ed On d tGta1 )Odd L:sarin g0,1 rf.. ,s r 5. Ley out plywood to eliminate any width lase than I'-0', except at plywood floors where A wL g r- su of I��sv' I=SF minimum dimension 5l'-fall be 2' O unless 1091 Of the undersized sheets are Supported by �� rjrj-S7;�fi 8. JOISLS. located dlrPiii over bearing 9lud't, unless OlftArwi5e nGlAed F blocking. All floor 9heAthinq shall be insta+led with fAce cii perpendicular to supports, OOtings "hall be founded on firm undisturbed ari iral Sail, r r. A v -✓ 9lruGt.ur,]I Granular fill unless othsi nu'te_I Wdll shCdlhu. l Le instalif•�I f' thief 1`G' Lonlilly y, unless °J SpIICCS in axially loaded studs are nut L PrrnittPit Compacted to a minimum or 95 e cl the �5TM G155� density f or vertically, n i r ter r„ CthCrwi9a nG'tsd, 10. Securely attach stud& to flanges Of bcLh upper and lower rurH,er fwunrers Shall L CONCRETE REINFORCING STEEL 6 For -ertIcAl Ii,AIl shr!Athing only, wafer L•C'Ard or oriented Strand board Conforming to AN51 but Snug, to provide full Stud bearing 4;081, grade M-2 'Exterior Glue" may tee Substituted far plywood, provided It has equal load/span r,]! r,g index and beAre )fro 41"A trademark r- Lha American Flywood Association II. Provide non-Shrink, grout for levelllnS cvf floor rurx,er below 9tpel stud partitions i5 I f�,g�n(prCing sloe) fpr concrete. rM A615, grade iif I I required. 4 • -tail, Fabricate and irj,-e r s,nr, r, •ri Steel in o g c Ud 5 GLUE LAMINATE'-, ME I'IE_ERS p� - � dGGC'rddnG_ w Ui •-RC1 detallln mlri I 'I r 12. Steel stud sY>pdrwdll systems PCI - PORTLAND INTERIOR A Accurately And securely p18Ga reinforcing SICCI. Reinforcement Shall bG free or mud. I Western speG�lta canlarminq LO AITG II. manurActurCd and fabrlGatCd In AGCOrdanGC with A, Panel sheathing less than 12" shall ij� i bC ut,peJ, TIGARD URL(_,UN 01 1, Or Other mAteriaie that ri-ducts bond Rust or mill Scale g allowed providsd bar 4N51/41TC 4' ,� I tiiiii era r,i,AII be .•1! 1 err t . r�nlmuoue or GdrUlrevarad booms ae weight And dlmEns ons cor,l_rm LC 45TM Specification Holed belGw B All panel edges shall be Fully 61•_�ked, o Minimum CO✓Cr from GOnGr?1-,e, 5Ur(aGCS l0 rr!inlprGln gLr.ra ., g Notched, shr�f.ad end flrl5f"e;J per i' I, JiSpoi Codons, fabrlGated with wdLer roof 1ea p C. Studs at ares of Sltearwalla Shall t'e doubled 1 back lG Footings 3 inch g _ riot 3 ErectlCn al m^�ribii _ ' Fasteners dlongpdo I edges shell Le EIoeJ % 1e53 in from pai epi Y lGOnCr±t! cast a-;I.l r,5t sort)' 3 Inch r t formed GOC10 -eGiGdliCS STRUCTURAL SPECIFICATIONS 2 Inch farmed 4 Provide Standard '000 fool radluS GCImF er lar rani members, 3000 (Col IddlUe Camber for Slab-Cn A' tdC Centered L Arg in gu-.1 2 mat fIG'Cr mrsn,bESry W,I!ga rlotre,_I atha'Wi,.. PLRr0R.M I 5 Bear the AFA.-EWS mark of a+miorlGdrl ,� .J -yslGm& Cr Ir'spi±Gl+On h do In to VeGU J �1- IdrOrdlCry W �i L;'a rprjulri!d y d_pardCnt lasting l C-UN i RAC1 lr:1u IN6 Shire top cI lu lam'nated membe— A f r Ot"g -f o oG'r. Add IaminAt IvnS as r•�ulred fpr - U9hrjf^Ina ^ �{ � PC TL(- I INOLC)GY (.I�t�UI' `J 4 80 1 W HI INIIKI$ R Phone 503 hxr ' ' I� t „ lt 1 Ensure that. bedme Ganllleverin g or over one or more Supports have equal I ,^erG11nG gtrA:, Fal r••J n this lop JnCI i L_m faces drid drC 24F- ✓�' Grad!. l,hl'I t 1)ft 1 'J.'-r Fax SG3 f,Nrf ir, 8015 1030 /1BUP20 2u001129•lker SBUP2002-00283 .,� -�---�•:•�»wI�!"far^�rr�-a--,-zx--'+-a.;:-.r�,,r _ _.. _- .... _..__..._._ .«�r..r,K.r...w.. - NOTICE' IFTHEPRINTORTYPEONANY x11. Ili 1II III III III III I I III III III I I III IIIIIII III III III ill I I { II III III III til Ili III I VIII III III IIII ' II Ili IIIII I III I �I' Ilillli IIIIIII I � IIIII III III IIIA I - "-� " """"'" IMAGE IS NOT AS CLEAR AS THIS NOTICE, - 1------ �-_—__ l — -�1---- I 4l -_-- I- - �l_ 6 ---!J.�- I- g I � - I �.0 I 11 I 1� .. � �_ 1_ 7 IT IS DUE TO THE QUALITY OF THE No 3e �.'�..��.. , ORIGINAL DOCUMENT IT - - - ------- --- j - f-- r - - 8Z 18Z LZ l 9�Z �Z 16Z E11Z �Z 11Z UZ 8I B1 LT 9i 41 6i E�I 7.11 IT I 8 8 L H 4 E Z i IIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII�IIillillllllllllllllllll�IIIIIIIIIIIIiI IIIII�III �IIIII ►► i � 11 � (IIII �IIIIIIIIIIIIIIIiI�II►IIIIIIiilllllllll►II►I�III I►i IIIIII► �I II oo�� � 1111111►IIIII�III►IIII►lllllll�lllll►� - M T I fhn print Is propr;etory to Psrlormonce Cent,o­l^ '�c. and it of any copies thereon 3/16 t—_J'. , I 'O-� �•nur•t It a not to h• r�r•r r•prnAur�d nr •.hihifed to outlid► PLYWOOD DL(K i ' � pri,H, twit is Io be nald nnly with r•I,.,ence lu r_a,uuds ur propn-till, ill !h,! Corporation Nothing drfclosed he'"O, not publicly available, may be used without written permission. NN � • UIE NAILER � i 9' x 9-1/1' COLUMN(E) 3x12 NAILER, RIPPED 10 WIDTH of T PL 1/4'x 9'x 9' EACH SIDE JALK HLAM 5/8'' fi[-AM FLANGE, w/ 3/4"m THREaI)f U .._. - .. ..+ I W/ 121 3/4"0 A307 M B O < TYP PRIOR 10 ERECTION IN COUNTERSUNK HOLES STUDS (a1 24" O C (WELDED TO B1 AM! I 3/16 1` UI COLUMN 1 F— P - 3/4" MAX. + I I PL 5/8''x 9"x 9" I PLY WOOD DECK PL I WOOD of i n T S 5"x 5"x 1/4" I I PI. 3/8"x 4"x 9" w/ NAILER (3) 13/16"x 1" SSL HUl I S .r/ I TS3 S'x 3 S"x 1/4" - I XIS IING PIPE COLUMN - 1 _ _ •-._ (3) 3/4"0 A325N w1607 r ~ PL 1/8"x 5'x 8" w/ PL 1/2"x 0"x 10" w/ 121 3/4"0 I I � � NOifI NEW COLUMN ASSLMHI 7 - ., %�, 171 13/16"0 HOLES w/ A325 IN 13/16"x 1" SSL INSIALL (21 5/8"0 HILTI KB-II (1) 3/4"0 BULIS I Ex11 ANCHORS INTO BASE PLATES • 11-7/8" 1 11 ', ^', PL 1/4"x 3"x 8 1/2" w/ ' - - 1112" (2) 3/4"mx 8' LAGS I i CU14RFNTLY NOT ANCHORED, Rl MOVE PORTION Of F XISV _ MAIN AIN 6' MINIMUM SPACING I BAIL PLATE TO ACI(IflUUAiI BE 1 WEEN ANCHORS AND 1" MIN EDGE NEW '.FALL N r NEW 4x10 w/ 3/4"0x 8" I DI')f nNCE BETwEEN Cl ANCHOR AND r I I 3/16 r --=-=� Ek1:,TING B( AM •. „ I D � W1607 u I I f - LAGS (la 12" 0 C EDUL OF BASE PLA IE I I I 1/4 ® PL 1/4"x 3"x 9-3/4" w/ r I I Ln 3/16 ✓ I 12) 3/4"0 M8 PL 1/2"x 4"x 9-1/2" w/ W16x11 "I q '® PL 5/8"z 14"x 1'-4" w/ l (21 3/4"0 HILTI KB-II EXP AN(HORS I r 3" MAX (11 3/4"0 HILTI KB-11 EXP ANCHORS @) 7" GAUGE ',IMPSON ITT 411,88 HANGf R EXISTING BEAMS 1 1 '' @11'-1 112" GAUGE I 03/16 V I rf'ICAL PL 5/8"x 6"x 1'-0" w/ j ANU COl'JMN r 1-.ic"' NON-SHRINK GROUT / � ' I PL 3/8"x S'x �" POUTING, SEE PLAN 1-1/1" NON SHRINK GRUUI I FUOI ING, SEE PLAN EXISTING BASE PLATE I Exlstlr0a b" f luUk ,LAB I,'I 3i4'0 HIL 11 KB IIEXP ANCHORS r • .r- 9-1/2" GAUGE 1/4 D q4x 2'-0" 0 7.4" 0 C ALL AROUND ,\ , 1 4, it4x 2'-0" Q71 24" O.C. All AROUND I I • 8 1/2 EMBED IN HILTI HIT HY-150 -*1 4" \ I T EMBED IN HIL11 HII HY-1S0 ` 1 1/2" NON-SHRINK GROUT I FOOLING, S;.E PLAN 1 1 ; M 1 I I NOTE: q a_�_ q4. 2 -0" ((b 24" 0 C ALL AROUND - -- --- _ --- � TCMPORAR'10 SHORE EXISTING BEAMS AND . o � e I oIF EMBED IN HIL 11 F111 Hf 1`)U I �" I a • ' o` --. 1 1 REMOVE PIPE COLUMN 10 !NST ALL NEW f UO IING e • e • e • e • \ _ o , CUT EXISTING BL.1MS AND COLUMN CAP AS NEEDED L._!�. � I i � I • -V 3 `!^ I I r I� I III ° ° • _ r TO PLACE NEW COLUMN RE-INSTALL PIPE LOLUMN • ° • — • I t - _ . _ -_--__ ° • I_.�.__ _ r I I , ,1 �-1 v. .. ! I III y 10 SUPPORT UNCHANG.0 BEAM. MODIFIED BEAM I I I 1 III 1111 • ,--• -- 1 , I��Tj---;.. I III I I r q, TO BE SUPPOH I ID B f NEW COLUMN ASSU1Bl'f— , � I I I _111 I I I' I I I CS, FIRM UNDISTURBED SOIL I IRM UNUIS I UPULU SOIL SECTION FIRM UNDISTURBLU SOIL j" SECTION SECTION 3 45 5103 3 SECTION i 5103 S103 SEG�TION S10:� y• EXISTING ROOF EXISTING ROOF 5/16 PL1 W000 DIAPHRAGM 5/16" PL.YWUUD DIAPHRAGM OVER 2x6 f&G OVER 1r6 1&6 PL 3/8'"x 3"x 4-1/1" CUT BACK fxISIING FI OUR TOP AND BOTTOM SHEATHING 1 U F.REL I l ONNf CTION PATCH I U I1A I LII LPJ,I ING t PL 1/4"x 3" \ FLOOR 101':I, NOF ;MOWN • I , BOTH SIDES FOR CLAR11 Y 2 1/1" CLEAR3ETWEEN 2 1/2" CLEAR BETWEEN* I PL 1/4"x 2.1/2"x 4-1/2" DECK AND BEAMS 3505137-18 (la 16" O.C. 3505137-18 (� 16'" O C _ DECK AND BEAMS BOTH SIDES w/ 3501137-18 T&B wl 3501131 18 1&B w/ 121 1/2"0 A307 M.B L4' x 3"x 1/4" CONTINUOUS, EACH SIDE, I L4'.x 3"x 1/4" CONTINUOUS, EACH SIDE, W/ i11hx 1-1/2" WOOD SCREWS (D CK I w/ #10x 1-112" WOOD SCREWS (Eb 12" NI t 0 C IN10 WOOD DECK I O C IN'0 WOOD DECK ANGLES SNUG IIGNI TO WALL ANGLES SNUG TIGHT 10 WALL I BUT ALLOW SLIP _ 112" COX PL YWOOD BUT ALLOW SUP T rPICAI I 1/2" COX PLYWOOD - ''' 3505131-18 (at 16" 0 C I TYPICAL Til JOIST 3505131-18 P 16" O C T JI JUTS 1 s w/ 3501137-18 I&B I EXTEND OVER WALL _ w/ 3`_0 T 137-18 T&B a ° ------T-- - T -�-- - I ' N (3) 8d , � I 1 ACH -,IDF I FRO II I T WCMD 1-1/4"x 11-7/8" TIMBERSTRAND 1-1/4"x 11-7/8" TIMBERSTRAND ^ I I i 3/16 V UURIWu wLLUING e BLOCKING i _j T. .; - I RIM BOARD I I TEMPORARY I I I TJI BLOCKING @ I I TJI JOIST - I ( 8'-0" 0C _ + TJI JOIST SHORE BEAM y '. - I TJI JOIST - N12x 3-112 SCREW BETWEEN , - - " LAUI �(Ut EACH JOIST, TYPICAL 012x 3-1/2 S.REW BETWEEN -- - I 3/16 ' EACH JOIST, TYPICAL I I 11-7/8" TIMBERSTRAND I I 35OS137-44 @) 12" O.C. EXISTING COLP11IN _ ; I I �� _ �` I tl•� RIM BOARD 3SOS137-44 @) 12" O C TO BE REMJVED I I t I L L ( , ,I C ONLY I , 1-1/4"x 11-1/8" TIMBERSTRAND w/ 35OT137-33 TSB wl 3501137-33 1&B RIM, BOARD i EXIS TING COLUMN TI 1 I J •� I �� 1 1 t L TO REMAIN tf12z 3-112 STREW BETWEEN EACH JOIST (2i Ill 17x 3-112 SCREWS BETWEEN EACH JOIST 1 TYPICAL TYPICAL 9 3505137-44 R 12" 0 C 3505137-18 0 16" O C w/ 35OT137-33 TLB W/ 3501137-18 T&B l 6 SECTION S 103 SECTION 1 C,80�) gS103 SECTION SECTION 5103 SECTIONCS1100 DA`✓IDBUGNI : 0265 ST. Kowall Road Estacada. OR 9702: - - RASSUCIATES SIMPSON U16 HANGER (la OUTSIDE STRINGER;, Consulting S11110ulal Engineers ax; (503) 6303507 SIMPSON U,u-2 P MIDDLE STRINGER (2x6 L,',I'PEU IU l;i Ftinl I,INI, Kr -e ' NEW 2x10 ROOF JOIST (�48" O C ,- (SNOW DRIFT REINFOR(EMENT) ��� INSTALL NEW BLOCKING ----_-- '.•� , =�----•• I I •- G�' j;>•;� ��,� l`' . 1 dL 1 WEEN EACH JOIST INSTALL NEW BLOCKING ' AS REQUIRED 1'_0" 13 BE EACH JOIST 1 112" 91• 11/2" ul_t AS REQUIRED TJI J01:,1 1'-4" NEW/LXISI ING PL fWOOD SIILAI IIING 1 • JOIN (u) SIMI[AR I CONDITION , ^*� \ I � � 12) 1l12x 3-1/1 SCREWS IN10 EALH SPUD 1 1/4"x 11 1,'8 f IMBERSIR411 i0 I"/U A. �\lC.. t NEW GLB — - / i I 3i 1t f' �.__.._-..». 51/t"MIN. 1 f' 55-5736 -) 1 rinri r,r ' --.. __ �- x_ 1 I I I ' I \\ � 11 l, -I I 'I 1•,., l,prirrl., LXISIINGfRAMING I 2x12 STRINGER ,- rlr_ll � 1 till, .,, 1 _ I _ rlt .11,f- r, lel rr I'I LVII ' r,r r• I' PL 1/4"x 10"x 12" IFRONTI -- m 11 SECTION w/ (41 3/4••0 A307 M B NIL f LOOP 101515 I o S 1 113 PCI - PORTLAND INTERIOR 1 PL 1/1"x 12"x 17" (FRONT) _.._.�.. . _. w/ 141 3/4"0 A307 M.B I "-� / NEW 1-1/4"z 11-7/8" 101, OR ' - -`:� - ) , ^' IIMBCR51 RnND 1 T IGAP D - OREGON J EXIST ING GLIB N[W 6113 PL 1/T x I'z 12" On EXISTING JOISTS I I t - NEW GLB y`1 � I SIMPSON H(A NINGF (ONNF(10R 2 4/16" SIMPSON VB7 KNEE BRACE DAP BEAM AS Rl UUIRID BY I I APPLY TO JOISTS CLOSF51 (ONNEI IDR MANLY ALIURER TO COLUMN �►I�• FRAMING DETAILS t " T S3.5"x 3,5"x 1/4" — I 2x12 STRINGER 5 1/2" MIN �� F PERFORMANCE C_.C)N FRAC 1 ING INC SIMPS(1N U26 HANGER @ OUISIDE 51RINULRS, 2x6 (la 16" OCT SIMPSON Ll16-2 @ MIDDLE SIi(INGER 1 F_Ct-INULU(,Y GROUP' (1x6 LAPP[D 10 2x12) 8111 ', SW HIJNIIKIR Phone. ')03 684-5533 >3 IIC,ARU, OR 91213 Fax S03-684-3627 cslioi�) 1�SECTION r °" t/4 l.'" J.S. 1 —t- 1030 ALT SECTION 1 4 Hunzlker Str, 8015 �"«.•" laro•,.s1o3 SECTION SECTION BlIP2002-00129, BlJP2002-00283 " S103 S103 S of 6 SECTION 36 ,►,4' V.G. { 5103 - —^ Il i0 51 r 1 t r�•,,.••,•a by o•uS=1 03 1 NOTICE' IF THE PRINT OR TYPE ON ANY I[11�1III111I111IIIIIIIIIIIIII I IIIIIIIIIIIII I IIIIIIIJIIIIIIIIIIIIIIIIIIIIIII + IIIIIII IIIJIII li ' IIII IIIA I IIIIIII IIIIIII � IIIIIII VIIII! IIIIIII ' IIIIIII III til+ IIIIIII IIIIIII IIIIIII II SAGE IS NOT AS CLEAR AS THIS NOTICE, l - - ---il _ 1 II - 1 L ` L -- - - 5l I -II-�L 8 I 9 ( 10 I 11 I 12 No 313 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT E '111111,1"1 812 Ll'1;1111111911131 !3Z z 6Z s:1z t'll toz '[ e[ tt t1i �ids�tt� E Q IIIIIIIIIIIIIIIIIIIiIIIIIIiiIIIIIIIIIIIIIIIIIIIIIIIIIII11111IIIIiLI1111171,1 I � I � III 111101-1'1! If►I I► III ILI II II1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Il! III.IIII !! � I � I �IIII (IIIIIII►I'�I11 � �uII[al►►�«�ul�l�ul�l�lu. Ilul,llll�il� .... This print is proprielcry to Performance Contracting, Inc and it or any copies there," ol,pq 114,1 re In h.• ,.,, i. u• .• 1717, r n . , , 11,1,1 1,—;used Ill.. I , ....,,.1v ILIw, r­j, UP used •r1r.,w wr i.f— yerrn,56,t (31 1z4 w/ (2) 16d 10 EACH POS y71t~ IWHERE HANDRAIL IS TO BE REMOVABI1 :•4 CAP w/ (1) 16d r 'IUBSIIIUIE 12) #10x 3: SCREWS FOR NAILS; r,, I ALII I'USf 4x4 POST (No 1 OR BETTER' - - - -— ----.. _. Al 1.8' OC MAX I T11 JOIST IN If i ITT 118b J01S T HANGER 6-3/4"GLB � TYP';AL 2x4 KICK PLATE ( W I 1 " SIMPSON Cf '8 COL CAP 1/4" LOX PLYWOOD STIFFENER, APPLIED TC 4 RLC76 c@ ENDS) j JOISTS w/ 16) 8d NAILS, EACH SIDE OF CS 6x8 POS I I HANDRAIL POS I I 6+;6 POS I (a ENDS) I 7 1/2" NOPE:AT RIMBOARD SPLICES USE SIMPSON _ LSTA 11 STRAP, TYP a ) ` w AT ILOUR SLAB, LUNNICI DBL STUU5 TO SLAB WITH i ',ItII"..UN S/Ll I ILNSIUN TIE W/ (6) p10 SLREWS TO STUDS SIMPSON CB68 POST BASE ICB66 (la ENDS) 8 1/1 UTA HIL 11 KB II W 4 [MOLD TO SLAB r 1 '� 1 10 SIMPSON A35 TO EACH JOIST EACH SIDE I . ? 11 I I OF POST NAIL THRU 3/4" STIFFENER F OU I LNG, SLE PLAN INTO JUIS I WEB PLACE A35 @ TOP OF WEB t 23'-4 112" w r r. 3 3/4" pox 2'-0" (a 24" 0 C ALL AROUND a 3 I'' 11'-2 1/8" 12'_2 3/8" I EMBED IN HILTI HIT HY-150 W. 1-1/4"x 11-7/8" TIMBERSIRAND •- a 3 6 RIM BOARD tl S 1 tS4 d r stow s,r>t I?) �IMPSON A35 (m EACH POST W/NAILS .�. f 1 ® - �• . !� I .. --__ ___ --- - -- ., a • '"''- a---•�- -- � • ----�----- - --- TO RIMBOARD '.i t, f -- ------------- 1 ------ - ----a- �--- ---',• _ --- -»t- ��- - •---. o • ° t 8 08 SCREWS 10 TRACK ` 111 8 I -r----j 3505131-18 (t(W 16" C.C. 2----- - I' III+ + j • L..:.t..._.�_ _�� -. __.. .L•--- _�, ;_ I %� (2) p12x 35 SCREW BETWEEN EACH JOIST 1 ,•J ' I t I I I I' I '�I 1 1 1� i BLOCKING TO TOP PLA FE, TYPICA( 1i2' (UX I 2'-0"x 4'-0"x 1'-0' FOOLING I f • II I ' Iii ' II . b . I Mx I 3505131 44 101 IG" U l , W/ 13) pox 3'-6" ';� j I r ► � I 1�. 3" SEE DETAIL 4/'1104 ,•,• I > 1x6 POST I I • FOR CONNf( 11 114 TO �L n,3 4'-0" - 10'-61/8" ' I 1 ; I FIRM UNDIS I UkHLD SOIL a x , SCALE. 3l4"= 1T SECTION (S1*0 St.l�LE 3l4"= 12" 2 4 SECTION Sto4 0 _ II ' 1 f' 1 Z I __ ° � r 4' 6" 10-j ve" .I' ' 1 I — t j 1 - SEE DETAIL 2/5104 I x ' I•'I � , I m � � I' Ln S 104 I I •� 1-1/4"x 11-7/8" TIMBERSTRAND `5 6-.3/4" GLB , RIM BOARD w/ SIMPSON)(" DIA X 3)f" I I I � - 6 /4" GLB SDS SCREW TOENAIL L,D 8" 0 C. u I I o �° CXISTING 6' (4) 8d NAILS 4'-6"x 4'-6"x 1'-0" FOOTING ! I N SIMPSON E 16 f IL STIN PAN LL POST ? i �, CC C01 . CAP I PA dLL ( w/ (5) pox 4'-0' L W BOT - 1 1 J _ , �•I a O I r J I x O a en I r 4 v In H o r ¢ o I I N I 6x6 POST I 10'-3 1/8" a I m I I m j I SIMPSON A35 5 1/2" 2" CLEAR TJI JOIST I 15 - ---r SIMPSON (666 POST BASE + 3"x 11-7/8" SHAPED TIMBERSTRAND 1 j I I 1039TH �• 8 1/2" I BLOCKING AT EACH H R POST �-- , 13) 114x 2' .,. DOWELS r t 1 x H EMBED IN HIL' HY-150 ° FOOTING, SEE PLAN L4"x 4"x 1 4"x 0'-8" 1 I• (� w/ (4) 11,';6"O HOLES 4'-0 5/8" I ' t 4" Q j w/ (2) 518"0 M.B THRU BLOCKING 1'.Otil 4I 1H j I I 350S137_18--- I'• - I Lal U ° ° e 1 J 1 4'-6"x 4'-6"x 1'-0" FOOTING E TT --T� ; o ?Iu11111 RAMSET 3300" LOW VEL I ST NEkS DUTY A E j I 6x8 POST I 10 17" DIA X 1j(" EMRFr1) (� 2'-0' 0C W/ 151 p4 x 4'-0" L V! B01 I - I .1---� --_ . _ _ EXISTING 8' SILM I 1 ? f f 11 I I �' ' I; I`I I ' • • •• e • ' • WALL (BOTTOM � 1 If I �' 11 � I. _°•- _. - _ SIIMWALLF16 --- ��- A.PPROX 5'-2" ° ,'n � I II 1 I I � ' 1 ' � " ° `T BLLOW TOP OF ° 1 ,I eO �t I II I sl SLAB) I I m 11 II 1 m ° ! I 611714 H 1 I 1\+ F IRM UNDIS I URBED SOIL 4" } if SCALE 3/4"= 12" 3 I o I II 1 SECTION s._.nLL 3/4' = 1 ' { /�VID l CIN; 6. S.V. huwall Rval! I L SLI;TION D � ► ' 302 5 ti + S1U4 �lU�i I � 3'-0"x 3'-0"x 1'-0„ FOOTING j ��sl�Il,It1�1. OR 9023 I m w/ (4) pox 2'-6" E W B01 ,� I 1 ;., I I 6x6 POST i ii i ` ��( &A �c Al1:� i5(►.�I171 '(► i1t)c; j I I 00111 lig SII u1-tU1,►I Gl�ul�crs I u.�: I , f I r,�U-3507 10d (la6" 0( , iYP �, • r J ALL AROUND o 350S13'I- 18 (� 16" 0 C 11 I 11 1-1/4"x 11-7/6" TIMBERSIRAND - 1 RIM BOA ------- ...... - ----------------------- f " RD w/ SIMPSONV4" DIA X 3V' ° 1-1/4"x 11.7/8" TIMBERSTRAND j --- SDS SCREW IQ[NAIL L� 8" D.C. r21M BOARD w/ SIMPSONk"DIA X 3}4" SDS SCREW TOENAIL (a 8" O.C. 117' i 10'-3 1/8" * .1 , W-1 314" l N Al I LUOR SLAB, IUNNECT DBL SIUDa 10 SLAB WITH ',It,l ,UN S/LII ILN':,IuN TIE W/ Ibl t#10 SLREWS TO STUDS � 36 !+ 1/1. UU, IIII II KB-II Wi a LMBLU Ire ,LAB _ I,I ,• I IE I XIS TING 6" T A 'DIST lal ! AIS IINtI tj I 1x12 SIRINULR fILI-UP PANLI- I IJf JOIST �. d , III -tf-n, ,•,, ` ,..—. .r 1 '1 IN. 171 l.r„ nth, NOTE NOTE AT RIMBOARD SPLICES USE SIMPSON 2x12 STRINGER w/ 2x6 LAPPED LSTA 21 SIRAP, 1 YP 4 10 SCREWS @ 6" O.C. (� LULLS Bf.ARING WAILS, USE 3505137-44 WITH 3501137-33 TdB AND 12 " 0C. FIELD, TYP ALL WAILS NUN BIARINU WALLS, USE 350SIJ1 18 wi1N 150113!- 33 ILB w/ tOcf (� 12" OC STAGGLRLU 1 1/2 lUx - v 112" LUX - v PCI - PORTLAND INTERIOR 1x4 (tD 16" 0( 3500131-18 (dl 16" U SEE DETAIL 4/5104 FOR CUNNLC I.ON 10 ,LnB v II DE TAIL 4;5104 FOR CONNECTION TO SI 1B TIGARD - OREGON FOUNDATION PLAN I - _ FRAMING FLAN BOOL LOCK--UP I I I `SCALE: 1/4 — 12 — � r SCALE. 1/4" - 12" , i1~CLEAR FOUNDATON, FRAMING 12" CLEAR AND IDE-TAILS UPCI PERFORFvIANCE 'r. CONI RA(_ 1 LNG INC :. T LCHNOLUGY GROUT' ti�� 4'� RI11 ', tiW I1lINlIF.I R f'Iwn. t I94 5513 '�? 11(1ARL1. 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KTT](j) BEAM SMOKE DETECTOR TRANSMITTER MAGNETIC DOOR HOLDER I 5K HORN /STROBE L��lyty.p. HORN /STROBE WEATHER PROOF - -1 S c b I I SECOND FLOOR STROBE SECOND FLOOR - RLARM SYSTEM FLOOR PLAN 3/32" = 1 ' - Bob NOTE: NEW OR UPGRADF.1 AREAS ARE SHOWN IN BOLD �--{- SPRINKLER RISER WATER FLOWSWITCH AND TAMPER I EXISTING ROOMS ARE SHOWN AS: iXlsnNc rurlCF EOLR - END OF LINE RESISTOR NOTES /- 1.)MOUNT STROBES &HORN STROBES 80"FROM THE FINISHED FLOOR AND NO GREATER THAN l > ( `` 96" FROM THE FINISHED FLOOR. 2 )MOUNT PULL STATIONS 48"TO TOP OF BOX. j i W A R E N D I SIE I i I 3.)FIRE ALARM SYSTEM MONITORING PROVIDED BY:ADT SECURITY SVCS.,INC. 4.)NOTIFICATION ALARM CIRCUIT WIRING TO BE#14-2 FPLR I I ' ( I I W A R E N Ov S E I I I I .— _- _.—.`.fi.— —..—. _ — -- �- — --®----_-_.—.r.—. —.— _®— —.—. _.—.—.—.` . --- —®-- — — __._._ _._._ —._._�_.—.—.— -- — — �_l-���2.5� -- — — I W 5.)INITIATING ALARM CIRCUIT WIRING TO BE#18-2 FPLR 6.)REFER TO STROBE OR HORN STROBE SYMBOL FOR CANDELA RATING. ( ! } I STAIR i WELL ROOM I I ►�� O :CUSS I ! — � ErI,rING I i i tjj I I O ! I [ ISTING STAIR 1WLL � j j I I j OEM�151RATICN CLEANROOM I I I I I ~ LLJ — j PRINT ErlsnN, i rXI;r1Nr, - _ [*tSTnIG i [X snNG Exly*'N; Er: ,iNo [+ISrarc I = li tN7ICE wtu O:FICE C4r1Cr OFFICE I pr F,1 OFFICE OFFICE ROOM lr 023 I © I +XLLWA FxIST'NP Ex1,TiNG >' I I ,(gib I ��) (; HALLWAY I O ® I NAl1.WA'rO I =iA1fU'ER ROOM 3 I I � � I - - � I T al lI— /� 11 NAc �r2 _ CONFERENCE RM BREAK ROOM a I MENOFFICES LADI wH I I I T OLV ROOM e ROOM I Z-3 -4GV f f ° CX cull Ev15flN'. Ck15TrN': I f.+ISTINE EAI$tIPIG I [kISLNG I sw_ - OrFICE OfFlCf OFFICE i OFM I OFFICE CYncr I _ HALLWA O I HALLWAY ! EoLV = Rt mCOAT CLOSET I I -ij 111 —7 OAC-? FFAPS] I [)1STrNG 3 ADMIN rf:KE I ® a CITY OF T IGAAU -- --- -- I 0 Approved...................... . . .. ........... . ...... CONFERENCE ROOM ..... .. I P © II Conditionally Approved. ..( I: C F,,, only the work described in: EXISTING HANDICAPPED RAMP EXISTING HANDICAPPED RAMP PERMIT NO. ha z - o'a 3z- Cmc Sea Letter to.'--Fol .......................................( Y r --- --- —— - /� At h ..... .� ) �+ -- I ® HALLWAY e1"'��-1 Na0 A �sNa. •HOZ. ` M LLJ'J ++ O F.D. FIRE DEPTACCESS O ` N r i I I I � O ti E*15 N', I r•:�.rr,c LOBE [YIs1ING OFI,CE I OFFICI OFFICE (I C N C i r o FIRST FLOOR NOTE: NEW OR UPGRADED A.PEAS ARE SHOWN IN BOLD € S Cu1 l EXISTING ROOMS ARE SHOWN AS: E+ISTING orr,cE L■ w EXIS'o+NG LAI RING ANG STEPS u a, Lm 60 FIRST FLOOR - ALARM SYSTEM FLOOR PLAN 3/32" = 1 ' -8" o m __- Cm AP 1 - IT I ��R O V�J. rj 0 I �I Date f Scale ^S No�EU Drawn '�_>r' Job pa3 oo�aq Sheet HUnziker Str,8015 BUP2002-00129. BUP2.002-007.83 c 5 of 6 lof2 24 X 30 PRINTED 0,1 NJ. NJ,JOH L-.ARPI.IN.. _ ,, Yl�leouml++•rxr..,•. uimprunu-.c,^.re.?.-- -.... ,,,',� --3r'; .. 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I I I I I I I I III III III III III I I I I I►�I I I I III III I I I I I I III III V�j�I I I III IIIIIII III III IIIIIII III III i 11 1 I IMAGE IS NOT AS CLEAR AC THIS NOTICE, IT IS DUE TO THE QUALITY OF THE _ No 38 ' ORIGINAL DOCUMENT S I t3Z 8Z Gt 8Z Z rbZ EZ Z IZ o�Z 8Lt ei 9[ "I'll, JS fI � IIIIiIIII_Ifs, IIIIIIII I�IIIIIIIIII IIIIIIIiIIIIIIIIII IIIIIIIII IIII�IIII 111111111 Illllllll IIIIIILIIIl11111111�1111111L1111 ll11111�1'k11 oo�� IIIIVIIIIIIIIIIIILIL�LI�IJIILIIIIIIIIIIIIIIIILIIIIIIIIIIIII►II �IIIIIIIIIIII II i REVISIONS by C ,w s I i 4 N �V n g� hg mpg -- 1 1 Hv 11 • C,l urox x x x x I � I II , � © m mJ 7/ 47E U Uu l........ .......11... u, r LEGEND FACf- FIRE ALARM CONTROL/COMMUNICATOR PANEL LZ F APS FIRE ALARM POWER SUPPLY (for notification circuit) FAS REMOTE FIRE ALARM POWER SUPPLY (for beam det. &door holders) ^�v --- AP =FAA FIRE ALARM ANNUNCIATOR _ '� �- � `r; W � MANUAL. PULL STATION ® SMOKE DETECTOR , PHOTOELECTRIC LI wo BEAM SMOKE DETECTOR RECEIVER UJ r J BTO BEAM SMOKE DETECTOR TRANSMITTER j 6N MAGNETIC DOOR HOLDER — W Da HORN /STROBE - -1 S C>b u I Cn 4' I/f7 CW•r HORN /STROBE WEATHER PROOF - -1 S C D j 17— j STROBE - '1 S C b 0 NAC4 . - #+ SPRINKLER RISER WATERFLOW SWITCH AND TAMPER tc EDLy � 1 F_OLR - END OF LINE RESISTOR Z C-%-IV f M P 1 NOTES: K APs V 1.)MOUNT STROBES &HORN STROBES 80"FROM THE FINISHED FLOOR AND NO GREATER THAN O _ I 16" FROM THE FINISHED FLOOR. :. I Cf ! C 2.)MOUNT PULL STAT IONS 48"101 OP OF BOX. ► 3.)FIRE ALARM SYSTEM MONITORING PROVIDED BY:ADT SECURITY SVCS.,INC. L O 4 )NOTIFICATION ALARM CIRCUIT WRING TO BE#14-2 FPLR 5.)INITIAL ING ALARM CIRCUIT WRING TO BE#18.2 FPLR O ` N V O N 6)REFER TO STROBE 09!tORN STROBE SYMBOL FOR CANDELA RATING. Pr N O N C O O O CM � O cu -- La z ` O w I^ w4. LA W. L. WRREHOUSF - RLRRM SYSTEM FLOOR PLRN 1 / 16" '� 1 OZm om 8 a Date Hunziker Sir .8015 Scala I ?� ' ti BUP2002-0029 BUP2002-00283 I�" = I ' G of 6 Ci awn Joti C�! • CY' 1 �c+y Sf eet of 74 x JF PRINTED 1-0 IOOOH -;LEApI ii.NT I�A� 610010w�lm 2 2 gM3$!AVR�a+!Mf„"ApP�,',.il':y_ p Illlilllllllllllllllllllllllllllllllllllllilllllllllillll ! IIIIIIIIIIIIIIII � IIIIIII ' � I � II � � � � l � l � l •. - NOTICE.. it THE PRINT OR TYF E ON ANY i I I I I I III i � III III III III I I I III III I I I I I ! I I III I I ! III I I I I III i � V I I I I l I I , IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE 4 rj No 38 .._.._ ORIGINAL DOCUMENT 8(Z gff z t,z �11z �11z ,bilz sIIzz I z o z [ R I L 1 9 T 9I 6 T E T z1 i Il T 1 8 , 8 L 9 4 I fi �B I �z �f �11 ' i ( i �! IVIII Ilil�►III11111�111111111 IIIIIIill�ll►►I►►I lI ►, �� I► IIII I I�IIIIII I Ilillllll�llIIIIIIIIIIIIIIIIIIIIIIIIlIl11L111111111111 ►lllWllll 11l � u�lllllli