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Home My WebLink AboutSA-001-89- Large Format 122525 OVUE TRACK > a _ PKOPERTY UNE 410.2 | KSA AAAS ANSARI wN * EXISTING TRUCK ae LOAVING PACK Ce aN ZICP TYP. KN , x ee 7 N EXI@TING _ \ a 7 \ one ae vrseaiia a | KROFOZED x | j LANG Posen , AYPPITION A _EXIVTING OFFICES } | . ‘ MQQQQAA | , L 4 CQQQAAL ——EXISTING | BOQQQXQ_QQVY Ai VEIWALK Y ‘ae ee . a, a a. \ KS YN KY YY NYY YR YYYN NY RK SY We ES SS if SAA AAVAS YS SNS SN OSS \ ~ ‘x ~\Y NNN NS SS \ ~*~ NX \ S\ \ \\ in \ SS \ \ 7 \. \ = SYM \ \ ON \ ; so NN A i) ? y" Ve . ' ~ EXI@ TING LUNHHRG@IM\. ws +1 ea? " \ < Ny EXIZZTING Poy | | , , _ —~—— | 4IPO? a / \ \ 2 / | / IK \ a ny Phe NS \ \ i, ) ALIPKHALT / a PAP RHALT ee] 4 | \. z | PROPERTY UNE 470.0) i wy Rds | | ee sao UND AVE. GW. 4 EXIT. die | 0 HYPRART {7 PRIZTING LANBECAPING TYPICAL _f S/S y x Za ] . 74 GP T R E E T EXIAING ZIRE AZELIEIR LINE af \Y 95 CITE FLAN ) teeny Sent Se 8% Lider they =o nt Sent wa 25 a wy Ar Cven = > (> ode eBay Qn = ww : i ‘D E S I G N E D CH E C K E D ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PR ERTY OF HARVEY R. DODD & ASSOCIATES, INC. ___© COPYRIGHT 1988 | (2 0 6 ) 68 2 - 1 5 0 0 FA X (2 0 6 ) 68 2 - 2 6 2 3 SE A T T L E , WA S H I N G T O N 98 1 0 9 - 4 4 2 0 CO N S U L T I N G EN G I N E E R S 6) Z jet ‘ < ne si o) ” < 08 a) QA © Q re ba ine E He 82 0 MI N O R AV E N U E NO R T H SU I T E 20 0 CA T E FL A N CO N T E N T S ‘R E N T O N , WA . ee e ) ee e Ta x ee MA C H I N E R Y KQ O M AD P I T I O N Fo R . BA Y L E S S BI N C E R Y =T FA I OW . 7 § SA C PR O J E C T — fas Wi a ” oe. JOB NO.28271. 00 2Z-|' ALgh loo" . | So FAD. REPER 12 Z iz l¥ | wis 7 ee ee eo 3 le |e |e |e AA 3p <P Ze is la DTH —— Td |Z" 7 ea peAL. “Q Wy aw O a : a KEP VEIALY : 4 GZ ya PHIEET B-| WE /L 7 28a Je a) ® o = : at = a NEW CONZTELICTION | EX a BO 6 S as See 7, ZTAICTION | EXITING CONSTELICTION er: | y a _ vv YY / > fa] Z ~ a ht FX) — iL 52 = lz" ne | og * | | | NO = | | L Ls _ _! ¢ Z ‘i | | fROIVE WATERRKOOF | 3 ! | LACH ING CONNECTIONS J 5 ee _ CALL MBVHINERY (Foor Qa | | [ = FENETBATIONS PER Qe — - Oe || GHEET METAL Bice: = = | / 7 ANDAR — TT AH = | <1 Hac NBR —f | | , : 1 / CF : in S | | Apove | oan EXIZTING TLA- UF 2 ! |] | — eS se 2 2 | ZUOAN | CONCKETE WALL PANEL AZ ———— aa if Aw | DAZ HELP : | = i: mi O Z | | | ‘ 7 ae \{ E21 a | a | | HO = 4 eas - a ~ } > ee = | | | | y «i / AZ VINYL Face? | me 28 Ny | | UNHEATED srAce | ; a > | ARRGLASZ | < = ~| 7 | | (A442 MAX, ) | es all . } bt NS AAA IC ed oe ee | * | | | Z : RETAINING 2TRIR> LES | g : | | | : | Y 2 : , <= = | . | L— | , pS EXITING. Ib = r | ; gs |\k Gree 12S V) 3N = | MAN! =| d- AN Neb) METAL @UILING | Y 4 | ¢—_ MACHINERY NeW METAL | x | EET Ee I ATELICTURAL I me 3 r * H , OY OTHERS PLATFORM . FEFER N , ‘ TYAIAL RUT. DRAWINGS. || | \ 4 PAX — # _ | } FEL VERIFY i € —}—_}____ PI EEL COLUMN | | _— — } , RErER ATRUCT. | \ , BC EXIZTING WVEKH y 1 N J _—— CE LEVELER DOOR TO PEMA | wv } / NEW COL BLA || XT. CON. AAS 3 Z [ eereR oie || VACA | | i | RAL NE i} \ | | , vs Jn 7}! 2) PAM, , et SE >: 5 ca Ab. ers sr ry k & | WrH- ~~ —& -H , mo , “lo ohare 2B? 28225 3B 7 222333 || bao ( | au eaN | Tene rare Par ae aes Tone ee ar ‘ oo r= » Zit SNA = COMFACTED Al —“ f — = oe A net FOUNICATION S | . Le MY om ae ‘17> | ET TE st. ores TTT > _ Py, Peta TESTI >] \ ql cp gp Za ] ZB a |e 2" ne A Ze -a' A a Zz > NG ( _ | rae ALAA FLAN [EN BECTION A wi Q Ar j-!' Yrs jg" Zz S \A A O L w) Ey | Su g AAs yt 8 N oT N ° NS 8 ~ & X § 0+ Y 1 aw x SLX. LANNING DIVISION CITY OF RENTON Ef XL ® (D) JAN 6 1989 | WMECEIVEY TLV \ ee ; wy /- ALL INFORMATION ON THIS DOCUMENT} ae IS THE EXCLUSIVE PROPERTY OF | — HARVEY R. DODD & ASSOCIATES, INC. |“ © COPYRIGHT 1988 JOB NO.2237|.2, SA-COI-89 | 122525 jp EXITING CT AIRE HYeANT ; TYPICAL \Z n LRUR TRACK 2 Z _ Ge 2 | bo 4 __ PROPERTY UNE 440.0 aa | SAN SNS Le aN STA: ‘ CNN TS eee | a Se, . ae ASSASSIN EEE ENE PU NNR ee TT eer / \ \ FEW |VE —EXIE7 TING f \/ IN TPE INIKLER. | | Ni \ .Y _RPEIVEWAT li PLOW _ EXISTING TRUCK = \ IN MEZZANINE [~ LOADING PACK \ | ‘ IN THI AREA | ” ‘I =f INS | ZIO7 tf ‘i TF Al a EXITING | : “EN p- L - — Nop \, ANeranee ’ ALT! |e r ‘ re es x \ EXIZTING: MANUFACTURING MUILPING a areas TERS SPT SFT N NS DA EDO th ieee |OoND @ ab OI \ » ee \ : il . ‘ . = = y 1 PROKOZED \ A - 7 ne NO BOOP TOP BQUIPHENT -EXIVTING OFPICE? I , ree oe , RO PT SUPPLIER , 4Le0 # - 7 | a SIS REMOVE EXIGTING MI 4 car + | PINE \ WURBING METS PA EXIAIN a XN » i IFECTIOWA o/ | ail +— AV ER, x x S LigHtTez LAK 8 A “a . S IN i 4 EXITING =i ~ . NR e-laate aD AENAK & : Ar SS T SS 14 Ne \ \ NX —_? | 1 INS = A NN 2AM RR MMMM OO ASO SAAAAS SA \ | sO | eee W Ore : nia T N / } j ‘ = C7 . biliil f Vine —s < | & 2 | : EXI@TING LUNGHRA? Za le || i — uy seal | ee" 7) cal 1b Ne 5 a , SS os \ Wieke | pu a N\ ZE-LOATIE = Nee aS reser “Yasui, EXIST.cw . 3 I .& oe 1 X|E7TING , me v Hh N PROVIDE GTAP INS BOO t (UUNIFER & | wy , ene. JAPON \ \ \ \ & Ni ; MS \\ FAN NS . \ SAN \S ANG v = 7 EXIOTING FARK NG ——~ | | NY % : x Lore | / AZPHALT PAVING ! . _ \ KAVING | EAISTING TRAN OoemriEer ; e (\ r / / / / / | Sy N ‘ f EXIST: WIGHT — AQ A KAO KAO KR KA KK ZIANRPO(EY \\ < COE OF FAVEMENT ZIANDARP YS SNONEN TNO NY SY {}- , - f ; a t CH. / / 7 v7, / Yo / = NC EXIGTING STORM BAIN | | ! Le EB VAB OF PAVING 7 i a : : | ——— EX TING PARKING | . ELICITING | | | | | ‘ | \ \ \ \ Si \ i. \ \ PELL | | | | | | \ \ n \ : | Bp a Pf \ YK \ \ ) aS lea [ris — “~~, eC) —H ¢ FIRE HYP RANT Tew a FR OCERTY/UNELATI2. 28 eH re 0) aa tant A _ Pee | POLITE ae To RE ORE &AYPRART EXITING LANPEZAPING TYACAL OOO i ° { Peo \. ' . A ; |47 a Wn eh }, ener t iw a sla oan ae ae , ofan) ae PERIMETER. TREES ~ZIBDAR \ EXITING Eee EXC ERT As sot Al > LIGHT STANPARD TYP. CTIPNV | - UND AVE. Z| _ on 2M LE INE - ie oe EXITING IPR EDIE L a, ——‘ a 2 za 2 — — > - GENERAL NOTES ; 1. DO NOT SCALE DRAWINGS. 10. DIMENSIONS SHOWN ON THE PLANS ARE, IN GENERAL, UNLESS SHOWN OR NOTED 2. ALL WORK SHALL COMPLY WITH STATE OF WASHINGTON ENERGY CODE a ae aytiniia pale ae CONCRETE: REQUIREMENTS. B. TO EXTERIOR FACE OF EXTERIOR WALL STUDS; | OTE FLAN F 3. ALL WORK SHALL COMPLY WITH. THE 1985 EDITION TO THE UNIFORM BUILOING D. 10 FACE OF FRAMING AT INTERIOR WALLS. He i) | ‘ "= 20-2 4. ALL WORK SHALL COMPLY WITH THE CITY OF RENTON ZONING REQUIREMENTS. oP saimicreene wetter ie: TIRECTION AND RECOMMENDATIONS. 5. ALL WORK SHALL COMPLY WITH THE STATE OF WASHINGTON REGULATIONS FOR 12. ALL MECHANICAL WORK SHALL COMPLY WITH CITY OF RENTON AND STATE OF BAOATER FREE FACILITIES. WASHINGTON REQUIREMENTS. | MECHANICAL SYSTEM SHALL FULFILL ALL HEATING LANDSCAPE LEGEND : 6. vaniry 2 mag ei AND EXISTING CONDITIONS AT THE SITE BEFORE erica ph bg ary ESRiATE PEMRLT. | THE UNIFORM ELECTRIC CODE STATE OF DECIDUOUS TREES EVERGREEN TREES SHRUBS GROUND COVER ROD ISE MMM ee ee Oe ee WASHINGTON REQUIREMENT. ALL MECHANICAL AND ELECTRICAL WORK TO BE FILED 1. CEDAR ee) ae 8. RHODODENDRON 11. JUNIPER LOW 8. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT “44. eS, CONTRACTOR SHALL SUBMIT SPRINKLER SHOP DRAWINGS TO THE ENGINEER 2. MAPLE ' 9. HEATHER 12. AZALEAS OR BY OTHERS. AND THE CITY OF RENTON BUILDING DEPARTMENT FOR APPROVAL PRIOR 10 i FLOWERING CHERRY eer Be ON a ha ag ag a aiken us pee . : , , ; 0 BE SUBMITTED T 5. WINE MAPLE Oa. PIERIS JAPONICA 14. JUNIPER REVIEW. AND. THE. RENTON et ae oe APPROVAL, PRIOR. 0 FABRICATION, DELIVERY AND ERECTION OF THE STRUCTURE. OREGON GRAPE VICINITY MAP LEGAL DESCRIPTION NORTH, THENCE SOUTH 89 THENCE SOUTH 01° BEGINNING; THENCE SOUTH 89, THENCE NORTH 01° 5 THENCE NORTH 89 RANGE 5 PROJECT DATA OWNER EUGENE HORBACH EAST, DBA E& H PROPERTIES 1220 - LI6TH AVENUE N.E. BELLEVUE, WASHINGTON PHONE: 454-5959 BUILDING CODE OCCUPANCY CONSTRUCTION TYPE ZONING SEISMIC ZONE AREA PROJECT SITE LOT COVERAGE DESIGN LOADS ROOF WIND 1985 UBC A RECTANGULAR PARCEL OF LAND IN RENTON, KING COUNTY, WASHINGTON, LOCATED IN THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER (GOVERNMENT LOTS 2 AND 3, AND TRACTS 17 AND 18 OF THE SHORELANDS AND BED OF THE FORMER BLACK RIVER), WILLAMETTE MERIDIAN, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 19; of! 25" EAST 762.32 FEET; 13" 10" WEST 40.00 FEET TO THE TRUE POINT OF THENCE CONTINUING SOUTH 01° 13' 10" WEST 470.00 FEET; 10' 25 ' EAST 256.00 FEET; 13' 10" EAST 470.00 FEET; 10’ 25" WEST 256.00 FEET TO THE TRUE POINT OF BEGINNING AND THE END OF THIS DESCRIPTION. TOGETHER WITH AN EASEMENT GRANTED BY INSTRUMENT RECORDED ON NOVEMBER 3, 1966 UNDER RECORDING NUMBER 6103359. B-2 PRINTING PLANT a N SPRINKLERED ~ MANUFACTURING PARK DISTRICT II 120,320 S.F. 45,000 - 120,320 = 37.4% 25 PSF 80 MPH ALLOWABLE BUILDING AREA: BASE AREA SEPARATION 2 SIDES TOTAL SPRINKLERED TOTAL ALLOWABLE PROPOSED BUILDING .AREA EXISTING MANUFACTURING OFFICES TRUCK LOADING DOCK LUNCHROOM LANAI TOTAL _ PROPOSED MANUFACTURING TOTAL OCCUPANT LOAD EXISTING MANUFACTURING PROPOSED MANUFACTURING EXISTING OFFICE EXISTING TRUCK LOAD DOCK EXISTING LUNCHROOM EXISTING LANAI TOTAL PARKING REQUIRED OFFICE MANUF ACTURING/ FACTORY PROPOSED MANUFACTURING TOTAL REQUIRED EXISTING PARKING PROPOSED PARKING TOTAL PROVIDED - 200 = 174 5.6 34,800 1,120 - 200 = ~ 4,680 - 100 = 46.8 2,700 - 100 = 27 1,200 - 100 = 12 500 - 100 = 5 270.4 4,680 - 200 = 24 STALLS 39,200 - 1,000 = 40 STALLS 1,120 - 1,000 = 2 STALLS 66 STALLS 63 STALLS 3 STALLS 66 STALLS SECTION 19, TOWNSHIP 23 IN KING COUNTY, CH E C K E D fo t ) DA T E % JA N 19 8 9 Q : ud = © a ui fa) A +39 “6888 Bom 288 HM 5 S az 3 Og = Nw 3 Ne * eo @ os AZ QO = on. A5 = BW 2 6 2 og 2 m 82 i f LE G A L ON GE N E R A L | NO T E S ? CO N T E N T S MA C H I N E R Y KQ 0 M AD V I T I O N I CI T E FL A N Fo r , EA Y L E S S BI N C P E R Y BA ow , 74 ST R E E T KE N T O N , WA . PR O J E C T _ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF HARVEY R. DODD & ASSOCIATES, INC. - © COPYRIGHT 1988 JOB NO.49237).00 Sh- 001-849 — . ; | gw‘ : | aPINES EXWTINS | NeW ADOITION | : NEW APPIN | EXleTING ALAS é -¢> | | | | VE aS </V|NIz | = a al $18 PHEET METAL ROOF TYFICAL =F ee ae ee eee TTT £38 ee mT TTT Ty 33 | Te rr il Py Ta tT ON P= «rT TT ME aa ; | It | tl | Pe td So 8 ow , | rida | Saeeee on i | i co — © eeeeeeene tid | | sone OSS | | ih | { | | | | | ii a 2) mOaeeeeeaua PETTY S28 . ty | ae | | | | | | Ua O » Y HER EH | Pe yy “a | | | | | bik il A < = HPP’ HE Ee | Ba fi } => aaeeeceunen Z | iz ra eeeeeeenanua | ae | < HA | (Ee | = i | Hi i Hi i H | | srapidnegunlindieentateipliseisceeiiciaeiiailian ie i lo . VR TY Aa | AZ | | | “I PHT RH TH ea pen acne - ! on oe | K i oom [LEUNG week nie ; | | | | aes nee pidid Loh a - “” ee ae — or iii -_————— ; —_ oe pecans 2 _ REGIE SRE ALR TL RE AT CE RELL TIE 7 : me aliedads RRL TEER RP eee dilieiitiiiiiitnin. 2 a A a hc aha ati RN ERR LS I neh SID IE len Ind sh Skspap 4, mata eT ° = = as = ee a CO N S U L T I N G EN G I N E E R S HA R V E Y R. DO D D & AS S O C I A T E S , IN C . x ts O za uJ ad t j s ~ IIEZZT ELEVATION QOSTH ELEVATION | EAT ELEVATION a Yee |e" Vo" = |g" loh=\-D" 2 9 ; © CHEET METAL Roce Sw CO ke NN D CHEET METAL ROOF CLOSURE L/RIBC-ON “ qe . ABTIC TOF 2 BOTIOM ZL) Beer WA oe NEL! ABET METAL EBAY é biz en ~\ DOK AER Exot ONE FACZTENBR ! HAVE CUTTER, — \ | CABARET PLA | FER GCIRT BY \ i METAL ST0Pe OS o =3 vA PLACAHING. ence App eer ese 1. nin A hee 1% : ; , LP T A s a IT. we =| ID | .— A CEL OO ac. EXIT. RAUILA> UP ROOF . tg f : Zig“ be : a 4 UZE PUNY . y, aon AVvee | PER CORNER TEA COLLIN g ié! TRIM ENPLAP CACENAL | aan ined Ui ‘of LIGHT eree ! J METAL ANGLE NY CAERT METAL CAIDING a ra) _\ (A a {Y wa is ex CORNER TIM PETAL > CLUTTER (EAS WALL CONNECTION E y= |-O e"= ko" e'=|-o" S NJ a 6 y X? 2 2K vat ae Z TRIM FLAGHING———__— OSS : \ x os | CORNER FLACHING | \ a Fala NZ EN - 16 N aN ZL | LYAUND RIVETS €2-0'06,— \ a EXIOT. CONC. FLACTE. U CHEET METAL | é PTEEL COLUMN AVAPTEK FLAGHING — al eh _ UL WA { N FTRLETURA LL. | =k ere + NY PaZe ING KUN RIVETS \ 4 M a wey ee” Qe i => PaO se" PAIN RI ye> . ' ' | i a — 1 Z-2)" AC i ‘ GENORETE. AAP GT - ~ ‘ “ | Ms 2 gr <t ie PACE ANGLE | \ eiiee eal JAME CHANNEL / ee s £ FASTENER Mh \ CG AIM. VETAIL f= : SK a tv ; FASTENER s S . a PL Pe, a 22) (ONE EA. ART. Ye \ , HA. oe o YQ RANCATION aa / : ART CUPG soos a WALL FE PERO Zi. HORIZONTAL GIFT. ; F ATRUCTURAL ved , EXP, BOLT Te coNCRETE © — Y Ns. ALAZTER ae, ~ s : &j& 7 zg =k x Oi S c "i PLANNING | sumone |x > § a | c if Ie A\AIPING PETAL @ GLA @) DETAIL @ EXIGT. BUILDING B JAN 6 1989 | r= |-—" Bilao! PRP we _ ALL INFORMATION ON THIS DOCUMENT 1S THE EXCLUSIVE PROPERTY OF HARVEY R. DODD & ASSOCIATES, INC. © COPYRIGHT 1988 JOB NOZZF7|, 00 OK-OOI-8F 122525 SA - OO | - €F | —EXI@TING - iN | CY FIZ HYPCANT © , | TYPICAL a lz (- es . oe a’ le (218 _ : a 2 _ . : 2 lz (2 ISI an “VOSS al Titel ok hic er Ae if Sa 7) ty tad i » ‘ | Fi gest a1 ue [ie 3 z, \ Menton, = ul rtrli<eilé£ | S * | i a) O Q <x Ne \+ Oe RSP ae ‘ . iw 1 NW stl : Br 4 WHasT % z — ‘ J | 2 teens $~ semis Pe, : “ Las z ¥ ; = ) ‘a ! SBE Telos OPS Oi 8 BR ; ' s - ALT Hi. Ki 2 ne ete + PROPERTY UNE 410.92 | J | Tse meas LR Nuno o X\-Aderdetshey + mala 7. +7 A _ —_— ot — en -_——<_ : —n | } 2 Fae = é t s 2 ‘ $ 1 5 x aie ie, a ah, x =< s <x << \ XN CNN ON OS i Oi RU, Ul GS CORN ORNS, OOO OU NO: ~~. NN + eS ar , So ~ Lup it~ "tla, Me poset 2Sa | SON VIN ’ \ . XQ NN " | \ ~\ ~ . IN Nan NN NN . LN . & ™% OK . | ’ 3515 DAA —g ee) | MS, NNN NNN NON \ A\ sk \ YNNNAN NON \ S\N \ SNS LYNN AN NNN DN YX\N I YN NNN NRO KXAN NN NAN \ , ne 6 S 7 Fi g ; ral see eel Sam A abate " > o8§ \ ‘ | : a i rs | f 2 ee : N\ f . | : $ iam st | § 2 Pome D2 Om | \ FEN IVE ——-———_— | | \ —EXlevTING | Fobewtomne——— pe LF Fe s N © | a, wlan ; hoy oe ca 69] Zao N\ PPE INE LER. | \ PAE |\V EWAYT . b | Sy — m _ mS ‘% Pare R- ss = O ~— N | ‘ PELOL _ _l ! LY ZTIN Le i , : _, | 2 | BO ARK sh Nf eau ¢ | ems > | ~ dwueg . +— EXIZTING TRUCK . . | RIVER YS EARDAGTONS & \s. ) ie N MEZZ ANINE- | | | LOAN I& PC. a \ i UCT! aoe ee as <r Se i ' <_< = * \ THiee AREF Ba Cn . | a. ears 4: hae i [ “ALL PG) a N | | | ZIC? TY#. 7 | nN eee | O < \ ii | Fe . € wo he Be oe" ~__ i YI L Zz = | N \ V | | rics : coe te, 1 ewes be rice EB te Oo : al |_| \ 1 YT EXITING , | ies. Nees aE hes te Oe Mem 4 : . — Ni \ LANPSARINe fo | | Mowe SX" lpg Beer | tee. UW) Of . \ EXISTING MANUKACTUEING BUILDIN: . 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Se PY SUPPLIER, Ale BO tf NI | | - | Eo. eee Pe F , ;sM = | < ‘ | \ | i , | | ae Zz Lu b\ ya thd N a om ! | > NS = areal .’ j -MUHG? | | = eee SWS) G4 LER euanG al [rine VICINITY MAP Ho & XY CURBING NESS Or IDL EAIING 94 | | 3 < \ IN * oy \A v FY Lic NAN / l — 4— FV Fe | | > - - Bi . { 3 GAY SL, LIGHT €AK | fae} Zz & ; N\ NE i iaeaeed | < Sw | N\ ; \) | of —— EXISTING _| 0 | DESCRIPTIO 25 Y LE-LAATI Me | CADEIIALK QQ] | [en ah ae oD \ EXT ARNE PLT NA YZ i | CN BRERARED YN SA NAAMAAAMAAARAMAMAAAAA AAR AAD a aoe PES Xe en | LOCATED. IN THE NORTHWEST QUARTER OF THE NORTHVEST QUARTER ’ \ \ % * \ — \ \ a On Ci Ci Ci Cn © . NON a es i ; _ \QO\ , CoN ‘ \ —_- — ING | O | SOTA. Ns * SS SS KS VAN NANANAASNK ANAK ANAA MASSA XS a _ \ YN A NAL = | ~~ oy CANIZAAANG NL O- (GOVERNMENT LOTS 2 AND 3, AND TRACTS 17 AND 18 OF THE SHORELANDS 1 Mm 2 ee 5. NY! & Bei rN AY - | AM BED wt THE FORMER BLACK RIVER), SECTION 19, TOWNSHIP 23 iy! a + er - = PD | / eu Leerik ve | 1 WI Ld-39 ~ | | , RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, <7 REFUSE ENCL OZURE, CH AIN EX|e7TINv LUNCH AA MN e | | a ws | | WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: LINK W/ REPWACrY SLATS | |Z. HE 7 sO ZY ! ! | _ HX i) Ot | INE FZ | || BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 19; | | CO . ara) 4 , PC MU 4 ; THENCE SOUTH 89°, 10' 25" EAST 762.32 FEET; | EXIST ¢.B NN h ‘ \ S\N =, N Ro | an _ | THENCE SOUTH 01° 13' 10" WEST 40.00 FEET TO THE TRUE POINT OF a E = 12.6 | | > en. See — — Niccinced contacts Se See aw a aN S. eee | be eee | | be - BEGINNING; 0 ! Tee ie. | 7 $$ SS a Ne | THENCE CONTINUING SOUTH 01° 13' 10" WEST 470.00 FEET; : cee cree we \ res REPLACE EXIST, | | | | , oo, WY | || THENCE SOUTH 89° 10' 25 ' EAST 256.00 FEET; | PROVIVE ATAIFINEN TT # LEPES AS RER'D 9 ov Ae aaiaamea ROE Sens ne ai < — ; Jeg | {— || THENCE NORTH 01° 13' 10" EAST 470.00 FEET; | | —— { Z) Ki HK 20 . ERINAG SEX LY. Try , | XK (JUNI FE AN | wo || THENCE NORTH 89° 10' 25" WEST 256.00 FEET TO THE TRUE POINT OF | n Pek Ne 2IALLE ————— i fe . \ | \ | R.. \, Ne | WA | || BEGINNING AND THE END OF THIS DESCRIPTION. | 5 8 7 ITH WHEEL orore | | i - } NS A || TOGETHER WITH AN EASEMENT GRANTED BY INSTRUMENT RECORDED ON | 2), oa \ \ . yy, Ns || NOVEMBER 3, 1966 UNDER RECORDING NUMBER 6103359. | x QO hm | \ ; \ \ \ \ \ Lace | ra , P j - : ; ' - ; | % \ | , Cg > EXITING EXIOTING FARIA NG -—~“ | \ | a Io GQ) ASPHALT | \ | ATPEFALT FAV ING 2 | | | NG FAV ING , | | | pea ey ae | | eo | | | “1 | | / Ye EXITING TRANGPOCEY TER | ~ | PROJECT DATA P <t 2 | \. | / / / / / J JS / r4 | | sees Nek | NY / y L JA | OWNER | N wa | | d | ABA EE H PROPERTIES Sea | IN Ne en F uy a fa. } 1220 - 116TH AVENUE N.E. xv la ; \ . ri \ | BELLEVUE, — WN) ae | | de hh eae . / = ! I PHONE: 454-5959 | LAN PAZAPING , ee . sole je / _. NEY EXTRKUPE? | E. | —— ERE OF PAVEMENT ——__ cote cu | | AWA OF FAVEMENT AN CONCRETE CURE BUILDING CODE 1985 UBC n |< af | | | OCCUPANCY B-2 PRINTING PLANT N \ ‘ | | | CONSTRUCTION TYPE III N SPRINKLERED th b ZONING MP - MANUFACTURING PARK DISTRICT { \h oe oO \ oe 8 a eee en || SEISMIC ZONE III AN wt ! EX ZITIN by CITORM bALAIN f | AREA PROJECT SITE 120,320 S.F. Sy \ | EX! ING ZIORM DEAIN /A\ i? LOT COVERAGE 45,000 - 120,320 = 37.4% a Wis | —— EXEZJTING FARK NG —— NEW OLAWATER TO | DESIGN LOADS 71 aoe | Pi ey \ EPR RETO | ij ROOF 25 ‘PSF § ca | K | | WIND 80 MPH WA | | | | | | | | | Re | | PIPE SEP IS | | N Va || | | | | | | | | OR ERUAL , | ALLOWABLE BUILDING AREA: $ K.) | | | | | | | | Ses giles | 1 SE ARE 12,000 S.F Y cS } { i ! - Zz BA A 1 eFe a | | ! INVERTS a | SEPARATION 2 SIDES 6,000 S.F. : 7 7 ae a 7 : a } | SPRINKLERED = ee $ VY) 5 fot ens, bE NO ° —~N ae | TOTAL ALLOWABLE 54,000 S.F. y — \ ‘ \ = \~v PROPEF IUNELAT2.¢2) LZ | | ROPOSED BUILDING AREA ra ‘ \ sas We ” Se — een aetna tile «hk / Pan ~ Fd —~ = liveqpmengetn Yay —~ a i WO P | Z £ Lee | ; WN le PIDElLIALEe ——o a , | | EX i<7T EXISTING i tah: 4 Qik Oy fe pee eres agar neers |e A LL, poe i I. MANUFACTURING i ; 4 oe {O 6 Dm o oo, t| “« * > ig Ny \. fe) | tee | o> |Z et SI In TRUCK LOADING DOCK 2,700: S.F v1 >TO c = | neal a EL Ba YA 7 . a .~ ‘< LANAI F. + M a an ae ee spor S o—_ ALL PERIMETER TREE? t+— DIBDAR | — EKIEATING | (~ ies se 8 £ ) | =f,\0 9) “ oy / me <a A, mf yy | - r C47 | 2 TN PN Vee IP . WS EXCEPT AS | EATING —> UAT “IANPARYE TYP. RO MANUFACTURING 1,120 $.F 4 ya 3 a CPTALhIOF rE ! _— . Natt | FIP | PE | TOTAL 45,000 S.F- <]. Q > ,; OCCUPANT LOAD i |— & on) A 4 ff ” i | ~ ——--——_—— — ne __ LU NG oY E. ALA | | EXISTING MANUFACTURING 34,800 - 200 = 174 ~ L ~— —_- : 1 — mel = —n — PROPOSED MANUFACTURING 1,120 - 200 = 5.6 iN | EXISTING OFFICE 4680 - 100 = 46.8 mA ‘S EXISTING TRUCK LOAD DOCK 2,700 - 100 = 27 ; V | EXISTING LUNCHROOM 1,200 - 100 = 12 iN . La 21 | TING LANAI - 100 = O- = Oo:— KING IGEN £ Eine Ll ite . TOTAL, 270.4 IB es aaa 7 eee - + — O.- a oz on ~O > 7 _ PARKING Q \ == ———_ ~ Sy ,— a NS OE I A ON ane rm = RO a — ——————————=~— ee \ ~ ~\ “a : REQUIRED | | OFFICE 4,680 - 200 = 24 STALLS WA MANUF ACTURING/ FACTORY 39,200 - 1,000 = 40 STALLS Sy o& GENERAL NOTES - ’ PROPOSED MANUFACTURING 1,120 - 1,000 = 2 STALLS < Ay iL) 1. DO NOT SCALE DRAWINGS. , u) EXISTING LANDSCAPE LEGEND 10. DIMENSIONS SHOWN ON THE PLANS ARE, IN GENERAL, UNLESS SHOWN OR NOTED TOTAL REQUIRED 66 STALLS VV IL N ne: es 2. ALL WORK SHALL COMPLY WITH STATE OF WASHINGTON ENERGY CODE A. TO EXTERIOR FACE OF CONCRETE; EXISTING PARKING 63 STALLS a iN 7 [TE 7 A Someone REQUIREMENTS. B. TO EXTERIOR FACE OF EXTERIOR WALL STUDS; aiale PROPOSED PARKING 3 STALLS \\\ pa 1 ZS EY L~ . F INTERI LUMNS AND ISOLATED FOOTINGS; a LANIN 3. OAK 3. ALL WORK SHALL COMPLY WITH THE 1985 EDITION TO THE UNIFORM BUILDING . x ethan Regi Bere wats. TOTAL PROVIDED 66 STALLS £.. L El "oop —_— - 3 — +4 MMe CODE WITH CITY OF RENTON AMMENDMENTS. —_ - 3 N — \ . 4 ~ 7 11. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH i\ , NEW PLANT LIST /\ EVERGREEN TREES 5. ALL WORK SHALL COMPLY WITH THE STATE OF WASHINGTON REGULATIONS FOR 12. ALL MECHANICAL WORK SHALL COMPLY WITH CITY OF RENTON AND STATE OF 3G Vv N - , EE FACILITIES. WASHINGTON REQUIREMENTS. MECHANICAL SYSTEM SHALL FULFILL ALL HEATING & sa TYMBOL |BOTANICAL NAME] @OMMON NAME |VDESGERIPTION|SGPRACING| SIZE |RUANTITY SHRUBS AND VENTILATION REQUIREMENTS. VERIFY HEATING SYSTEM TYPE WITH OWNER. a | 7 . 3 . 3 RHODODENDRON 6. earecatie eepinty DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE MECHANICAL WORK TO BE FILED UNDER SEPARATE PERMIT. a. | Yoh ANAL ; WITH WORK. Min : PINUS NIARA = [AUSTRIAN BLACK PINE] EVER @REEN [20+0"0C,| 21 | 4 th: SEIWATA somes | an | “7 OC, . ALL ELECTRICAL WORK SHALL COMPLY WITH THE UNIFORM ELECTRIC CODE STATE OF , | A ° A B-10' HT. 108 PIERTS JAPONICA 7. REPETITIVE FEATURES MAY BE DRAWN ONLY ONCE, BUT SHALL BE COMPLETELY : re apie pone sy on MECHANICAL AND ELECTRICAL WORK TO BE FILED sacats ° a PROVIDED AS IF DRAWN IN FULL. UNDER SEPARATE PERMIT. Ui\ | | io GROUND COVER 8. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT ‘fe | ° PHOTINIA FRA@EK! | FRAGERS FHOTINIA | EVER S-o' ’ Tl. JUNIPER LOW : : 14. GENERAL CONTRACTOR SHALL SUBMIT SPRINKLER SHOP DRAWINGS TO THE ENGINEER , | (2) db LG4REEN oO Z4° BUSH a 2 xemene OR BY OTHERS. AND THE CITY OF RENTON BUILDING DEPARTMENT FOR APPROVAL PRIOR TO , | }; | 13. VIBERNIUM DAVIDI 9. PRIOR TO SHOP FABRICATION OF MATERIALS, OR ORDERING OF MANUFACTURED a | ALL INFORMATION ON THIS DOCUMENT Hf | . ITEMS, PROVIDE SHOP DRAWINGS AND/OR MANUFACTURER'S PRODUCT DATA FOR 15. METAL BUILDING STRUCTURAL SHOP DRAWINGS TO BE SUBMITTED TO THE ENGINEER IS THE EXCLUSIVE PROPERTY OF i | . REVIEW. | AND THE RENTON BUILDING ee APPROVAL PRIOR TO FABRICATION, HARVEY R. DODD & ASSOCIATES, INC. | DELIVERY AND ERECTION OF TH ‘ © COPYRIGHT 1988 a TW 122525 DE S I G N E D A, | L DR A W N 2A - - - CH E C K E D dj DA T E , JA N 19 2 8 9 AP P R O V E D \ WT Ya s Ty ma y S =i at Ws \ + ai m e e \ ya | — \y e { } — ~Y ~ ~ ° . . | . ia j | 1 i \ : sj 5 tj > is ) SA N S (2 0 6 ) 68 2 - 1 5 0 0 FA X (2 0 6 ) 68 2 - 2 6 2 3 ID . —_ 1 NEW CONATEYCTION N A\ ALUMINUM VANE ABHTPROOF rs i 7 LOUVER , MOVPEL \ | . } 4120 BY C/7 LOUVERS \ OR AN EQUIVALENT « a 7 PRODUCT. APPLY TO ) ——— | OF L a a 4 AIDES | 4 \ | fFOIVE WATERPROOF | FLAeAT ING CONNECTIONS JT : ~ | | € ALL MAY MIN EY [KO*F = . | PENETRATING reR } cP t Et M E |A\L. CLOA y, 22 2 2 2 2 2 2 2 2 2 4 > 2D I I H I I 9 2 | a? NE } Ny ON 4 > = i : > \ \ \ SE A T T L E , WA S H I N G T O N 98 1 0 9 - 4 4 2 0 (| ainery — APOE ZIHOAN DAZ HE ¢--——— FXIZTIN©@ TILT UF (2 CONCRETE WALL FANEL (Q3/ CO N S U L T I N G EN G I N E E R S 82 0 MI N O R AV E N U E NO R T H HA R V E Y R. DO D D & AS S O C I A T E S , IN C . : a — 4 ; / | O | / 2 VINYL FACE? | x N UNHEATED SAE f CAAA? 1 = _ \ (4 | ad MAX yy, i CYT | INA a” <T| AS - W/ PLAT | i / , A : —l 4 > + - t — a i ~~ r | be | ome ! aa P | = i RETAINING &2TRYFe tt h i | | | | | | | | | \- pte. METAL MUILDING FRAME | Y _ | : 2 r : | EPP ER TO ZTAUCTURAL | J -\ “> if FJ | \ I<, L a enV {| \ | — | ! WZ | : a PA Y, {i , ~} j : Y NX - API EEL COLWEHN | PEPER STRUCT, ‘ | 4 = ro } | : Vo PXICTING WEKHEAL . ‘kee CO LEVELEIM VFOOF TO FEMA N | IM RX | ' FD te sont — | Pan . . | . ’ | NY a 2_™ / j ING \ ; | | (A LIQ / | a — Lae | . ane pe SE. 28S? + ite | AZ tt ‘\ 7 \ ) / Z/ A7\|oM, * \ eit te ‘ > ot »& . Og) '. 8 4, tS ee Soe | IY ce Se ae Sa Sas a ee Ea had. = / a _\ 7 / . ; : pen 7 x oO y 22 , ” A A, — ‘ i 2 a NK La CO N T E N T S = bs ) 27 MA R C H 19 8 2 VA T E DO M T I O N is PR O J E C T . MA C H I N E R Y Fa O M [F R PA Y L E S S BI N D E R Y MI @ C E L L A N E C U S RE V I G I O N S RE Y . N2 | R E V I Z I O N . : ALL INFORMATION ON THIS DOCUMENT ui l) IS THE EXCLUSIVE PROPERTY OF | a HARVEY R. DODD & ASSOCIATES, INC. © COPYRIGHT 1988 JOB NO.2227) |. 122525 —o =a Tece ee | a ‘aan pb dZ__ 9 Td | EXVTINZ || NEW ADDITION f====5 a REN == SHEN APOINH = | EXIGTING 3) Als —_4—> | | | le TA < N NY ZL A\ Py | | Re TAL = DO wot SH \ a} |o (S18 ———— Z a ‘4 p iG e z P & || sseees \ =22222 7 Aes — —- He Tar oF R00F , \ ul ! itl =— | —_ an ' — : : 7 — a El een TO a La —/ id PAVE Heit tj #-—-+ —-— — —— — — — — . | 4 O aoa | —— D q NEW PRYVIT (SIMULATED - 7, 3M & = | ZMULLO) FANELS. COLOR , Seer bl 23a ; | | TO MATCH EXIST. a = © | | EXI$T. TILT-UP | NEW PRYVIT FANELS OUT eR AT? \ a YW) 238 ; | EW PRYVIT PANELS TILT ! rR | a 4 tall POIMULATE? STU) y GNC. BEYOND , ALT. USE Stucco = CI ordi ai > fae : = , | AB | WK No J IK | i \\ a «rt Wee — ) ———— rll \ a Ma D . co ON a - | 7 _ , | i oy oe el ' \ y, . C5 —m/er sae _ ae = = —————— xen remanent <tr hernneeneennemenan . — NEW CONCRETE exer. GONCRETE | ia a e) ra = = i » 69) 2 | | | a, w WET ELEVATION DOITH ELEVATION EATT ELEVATION mo 5 Ye" = |-o" Vo" = |-a" PN Sy s Eo ! MTN A TYN a 2k WB! TYPE "x" YAN , aren AEET METAL FOF Tg Su SAL BOARD UN AN US m 85 / ‘Oo W WALLBOMRD = \\ CAT METAL Roge Ss a CLOSURE L/ABBON ONLY pp pn } ZN ZS MATIC TOP 2 BOTIOM ENDWALL tt AB BON MATIC Te VN | | oy; NEW ET METAL EA Ai A Bee 2 B2OTIM oN +N FLAGHING. EXTEND , 1 ZN 2 3 DOANWAAD OVER EXIOT. 7 Mavic CUTTERS : = a ° 7 PARAPET PLACTHING: | A degen, Vi jaar ac “i =e PAVING CONE, HALL 3 . | / NIC. oR eRUAL@242c. [Hf y rer MeL. j EAVE 5 A} | 1 eo : ; y a 7 EET + os . ~ ROOF a - zal Trex" _—_— a ARENT? BC |'O' 20. } = | VA VRS Ayr. HH f ——————— | esses oO on wy ‘ FHEATHINA | ' | | ze fa a POE Ay oS 4 \ E | EAVE ; if i St wee a CTEEL COWMN 1 fi ret LN gt aig! ! REFER OTEUCTURAL | TING Wy BES? 1" POLYSTYRENE INSUL) PPAWINGS NB EL AILAZTER eR ROL BOARD FIPERALAS Ni QW Pe REINFORCING FABRIS 5 IPEWALL j t—=+ !MIN i EMPEVUED IN VENEER Too tN. a MIN. 41 iz BASE OVER INSUL. BOAR 1 SF (MIN) = 2,81 IN A € FINISH ZOAT WITH SANI? ; | 4 SEE SECT "A" FEXTURE "ORYVIT’ OR EQUAL iD am ABET A2 FOR _\ (A FFARCINGA < (Ey PENE ZIM DETAIL > GUTTER 7 ROKR LWIALL CONNECTION Sis |grll= pL! T |S" 2 bo ‘gie\-g! Qa Ss 24 BY GALV. FLAGHINA =< 6 fo TO MATCH EXIST. W/ — SCREWS W/ NEOPRENE 7) {> J WASHERS ze< eee (ici 7 —ELASHING BY STEEL Oe = ny an PECK MANUFACTURER | ; | We fh EX|ZTING CONCRETE =| F \ Al | / OMIT INT. awe at = . WALL O N NN we OAH OY) / aided SB HY 27 KEPER 10 (&) FOR : 7 v4 ul _/M) | / —@Teel peck | 7 EXIZT. CONC. PILATE TRACK ———— <7 BH : 4 \¢ ZIVPINA Ng é CATEEL coi MIN RBMAINDEK OF CAWOUTS | jl. CAULK. ZL ¢ sia KEPER 10 (2) R-—_—_] | REPrER TO , / . oie an \ KEMAINVER OF ZALLCUTS Alp Ae Ries : —- 2 a xg +—— : ee | ZA WIINGD : m Bees | ; z= < y Ph ‘aN [ / h=< S | ; COMORET EC. AAR O\WAT ae, | Le | | PASE ANGLE : Dulce OP AME CHANNEL on | —& ia + (Ll & FAZTENER i CAIM.OBTAIL om — — th r= | 4 ; P 4 a : D 4 ’ yy (ONE EA. FT) ° q ‘ st | ke Pars a _ | I2 BA.MIN. &IRT : a " “a A Sf \e* BP.MIN. AIR: HH | ~_ As Zur @ EACH nN a is Hy | FOUNPATION WALL. uo HORIZONTAL GIRT. = 7 i se SH | REFER TO \K Ja, W/2- a's ANCHOR, + fg iS bani , : ci PIRUCTURAL do 4 BAITS HMOLW/ Z <| 219 x SEN oy , A"emMB, INTO EXIST. & ws \ NY (J PILASTER PLANN) roan = nN 0 mat CITY OF RE} 81g a N » , 7 mr ze Pak a : AG FARAPET VETAIL 7G ZIDING PETAL @ GLAB Dp) DETAIL € EXIST. BUILDING TECEI Las Shiyrete Gero ae ae AS Lu ALL INFORMATION ON THIS DOCUMENT w _/- e) IS THE EXCLUSIVE PROPERTY OF J + HARVEY R. DODD & ASSOCIATES, INC: | © COPYRIGHT 1988 JOB NOZE FTI. SA - 00 1 - § F — —- — ——_——— rz mr y EO TTS ce Ry pa a ARE: aa Bette iselon ase NE Ee rg ee TS EE. aT Fare — —_ OEY EPO iE ai J LARD lal | 122525 oe el ‘ ZLOFE SLAB 2 PROVIVE 2" A. BOLT ) Ne | O 1) KA a7 @ OO? Pa Z | 09 ARID NE ay ~ |EXTENSION OO / #2 LONT x} Af Alg | | SKE ane = ph aRout / TYP #4 DOWEL , 8/3] <|s | ——— . ee: — , |B"! ‘ | NTIHOWN / KEF ARZH: / @ CAND. STRUCTURAL NOTES oa aD 14a" — m | 45 CONT, TYP aie, | cove: a! la |S oe CEVAE OF SLAB THE UNIFORM BUILDING CODE (UBC) 1985 EDITION. 5 x |S + | ’ rr uJ | | | 1 =t+}—__\ Bes . WALL if \ I LIVE LOADS: a oje |r ls | x tty Yt} er MI ARANULAK BEYONY |» Nf if ROOF SNOW LOAD 25 PSF Q He DARA hese IFILL > AY UNZ. thle ‘ | 7 aye a aN ee atic _ WIND 80 MPH, EXPOSURE "B" : Sein Z 2-86 CONT. O-10F aye LOM : Agr be EARTH PRESSURE 30 PSF (EQUIV. FLUID PRESSURE) e) You | are y, OL Eee Ne SEISMIC PER ZONE III Zz 7 Q 1. rad ae bei te} \ . bond aN a YT | . <== SSS et | | ER Beefs \Q REF SECT, LATERAL FORCES ARE TRANSMITTED BY ROOF & WALL CRO 28 2 (F)— a ok seein) i? = f {i -f ie, <y| PROVIDE #5 x 2A" 5" |an KEE PLAN | ee oe . me ETE UW THE FOUNDATION OR CONCRETE SHEAR WALLS. =e vay 85 — pod NLL 2GA- DOOR |_| : ay Zs | ay ~~ VOWELS AROUTEY ae oe —12 BC TIONS FOR I? oh 4 SEINE nm z°s ) yf ! JAME Ty F a B> HF] — | INTO EXIST PILAST ERS, eC er A LASTER age bas Be + REINE ca AA I mers _ | 1) | a); / | Hit \ {2 at EMBED 6"MIN. To. Ro BAZE KH'S#A BOLTS pee Be EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL OF 2,000 PSF BEARING > o . 2 || | | 2A" b eop ope | | 1 yy LONG WAL Le MATGH ALL HORIZ. or eee 2 eas eel CAPACITY. EXTEND ALL FOOTINGS A MINIMUM OF 1'-6" BELOW ADJACENT < om =< ¢ | | ! | RACE AND E a | f $ PILASTERS PENNE REE SECT. [4] api ja fF2 & |S" 0.2. EA WAY | 2 | | EXTERIOR FINISHED GRADE. z ca D | | PLOCKOUT & BA GIVE mie a _IREF PLAN # SCHED, | CONCRETE: @) a > | \OF VOOR REF SECT: ID | Hel | ) rs 1. Of. / |POR FTA. BEYOND g! CONCRETE f'c = 2000 PSI @ 28 DAYS, fc = 900 PSI. MINIMUM OF 5 Wm s | | ns ,| my LF SACKS OF CEMENT PER CU. YD. CONCRETE AND A MAXIMUM OF 6-3/4 GAL. 79) E | | oc biel | Z| oe 12-#5 ZONT. OF WATER PER 94# SACK OF CEMENT. Z x | |) FAN PLA TRARM| , in = _ : < Ro | Ht | ABOV \ 4 <y| ee pep 7 7 ADD PLASTOCRETE OR POZZOLITH IN ACCORDANCE WITH MANUFACTURER'S oB gy \ | =) | Vliet}. |-4 | RECOMMENDATIONS TO ALL CONCRETE EXCEPT FOOTINGS. CONCRETE o} I< \ IExIS67. 4LAB qo | ON A Hoos PROTECTION FOR REINFORCING SHALL BE AS FOLLOWS: AQ | i, | flan ARADE fT Me | BOTTOM OF FOOTINGS 3" ~ Z 8 | va _ | WALL EXPOSED TO EARTH 2" (MINIMUM) Q > 2 rere : | Coe, LAN WALL EXPOSED TO WEATHER 1-1/2" fy BEE w/kSe Od. | ZB! OL BAR L——— SF SLAB ON GRADE 1" FROM TOP 8 = x ao ; — |= , 2 AN b+ va IF A. WA) CUT 24a yr | /\ oc v , OLE IN. ZONZ. =e TIAK f | ALL CONCRETE IN FOOTINGS & WALLS SHALL BE POURED IN A MONOLITHIC ‘ OS s aa } | Miste EL Saya PEL TI y N PEL | ION 12 POUR UNLESS SHOWN OTHERWISE OR APPROVED BY THE ENGINEER PRIOR TO ee Wz ° | / LYRE Fon Puc ae BA ZCALE: Z4'=|-O" POURING. ALUMINUM CONDUIT AND ACCESSORIES SHALL NOT BE EMBEDDED Zw ~} y / ag | KEFR Ee LAN , IN CONCRETE. a © Po il Hd | a6 iY). [DRAWING pat I2 5 & Ts rs rr i TO S| | : | {#4 | @ IB". CALL CITY OF RENTON BUILDING DEPARTMENT FOR INSPECTION OF THE s < + IN ly 2 ! aa | [. | 4" WALL | ——- — / vA REINFORCING STEEL PRIOR TO POURING CONCRETE. rs Sg _, & * UBS | ied | x TF Sx3x! Al vVgoNr | rs rs a Seal REINFORCING STEEL: < Sw (AN E- — Oc ee ae 2; tbs W450 4 ony -—— —} _ ~~. — SS ~_, DEFORMED BILLET STEEL ASTM A-615, GRADE 40, fs = 20,000 PSI. LAP oF “| ; AY — wae rae a vie © IER F PLAN FOR [ | Bae ALL SPLICES 32d MINIMUM. PROVIDE ELBOW BARS AT WALL CORNERS AND a oD iN N 4} 41 | 1 >> SLAB ON GRADE | tS IE ESET eae INTERSECTIONS TO SPLICE HORIZONTAL BARS. PROVIDE 2 - #5 BARS : Oo om ig ! AROUND ALL OPENINGS WHOSE MINIMUM DIMENSION IS 11" OR GREATER IN { ft a I | HS 1 #5 ZONT WALLS & SLABS. EXTEND THE BARS 2'-0" BEYOND OPENINGS OR AS FAR AS —— | — WY | “= POSSIBLE & HOOK. PROVIDE 1-#5 X 4'-0" DIAGONAL BAR AT CORNERS. | | Lh | Y= SEROTEE TRO $00 FS SCE EATS ALTERNATE: STRUCTURAL & MISCELLANEOUS STEEL: ; || al | _~ [ele smepeste: Sey POUR FIT STRUCTURAL GRADE ASTM A-36, F = 24,000 PSI MAXIMUM. ALL WELDS | | — i | 4S LONT. KO eee ee eats | ALL W/SLAB SHALL BE 3/16" MINIMUM CONTINUOUS FILLET WELDS USING AWS CLASS E60 | : Bae . ie i: ELECTRODES UNLESS NOTED OTHERWISE. ALL WELDING SHALL BE PERFORMED | | | ae —- #5 CONT. BY WELDERS CERTIFIED BY WABO. ALL FABRICATION & ERECTION SHALL BE | et L | Bl | ah be erie pri | IN ACCORDANCE WITH THE LATEST EDITION OF AISC "SPECIFICATION FOR x ane Tit | may, a [RE EGTION | THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR <1 ON bateta lL _ 70F4 ee ay": FOR WALL + FT. BUILDINGS. | , S Oo) TYR UNG |] | | VERIFY | | es Bap. ALL STEEL NOT EMBEDDED IN CONCRETE OR MASONRY SHALL RECEIVE ONE PA AN “s% ; | am id | s = . - SHOP COAT OF AN APPROVED PRIMER PAINT. ALL BOLTS SHALL BE ASTM ofS \em 225 5 | | | it | earee teres VOCK LEVELER FIT A-307 UNLESS NOTED OTHERWISE. ; s7isS(yR Gis! : — fil, as AEC Z 7 AZ SS €f82 A ine Hy Sean Cyl N Z SUBMIT SHOP DRAWINGS TO THE ENGINEER PRIOR TO FABRICATION. — - WE me GF | oie aM DLALE: BAl= 1-0" “oy Vg “Oe t 75 | ; t | | GUT 2e'et a: 4 F LIGHT GAGE COLD FORMED STEEL: 1 Ea easels: Se AN na | | mec 2b in HOLE IN CONE. , an _ O TIE REQ'D, - let “LIGHT GAGE COLD FORMED STEEL DESIGNED AND FORMED IN DA , Revapor” | eel BRACE = | 7 il [WANED eo uot #4xZ4" VOWELS OZ40. r+ EXIST. ZONZ. AT EXIST in, ee ee WITH THE LATEST EDITION OF THE AISC SPECIFICATIONS. Fy = 50,000 i | | )| = 41M, = | = lat Ieee Bou) AKOUT INTO I Axe aoe PANEL | \ ke A PSI. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO } if a! AVA Q 1 | | i K Fi SAF, LIF VPRILLEP HOLL ES W/ BEYOND \ Ve + Fe TB FABRICATION a I | “J mt a nN nd lig | [ARAWINGs NON- SHRINK GROUT a (fe! ee i | Paty | | | a AACHIN | yo On ay =T J | lal 7a | \ : STEEL ROOF DECK & SIDING: B)- SSS 2 LL. <2... Ae ma a 460 fone | #5 LONT | _ | | GALVANIZED COLOR COATED PANELS WITH A MIN. S = 0.031 CU. IN. AND A RY y a oT SE S——ESEe ES] ne SL. EVAE = — \ | | MIN. I = 0.032 QUAD. IN. ATTACH ROOF DECK AND SIDING TO PURLINS — AN fT | aC ae L | To 7 , OF olAR \ | \ \ Bed AND GIRTS WITH #14 HEX HEAD CADMIUM PLATED SCREWS AND CUPPED Fk / = — TITYB Ee | a ey Seeneneeana see \ } GALVANIZED STEEL WASHERS WITH BONDED NEOPRENE WASHERS AT 12" 0.C. eee J XS 7 | | 2 | [ | L \pooRE | = SSeS a= he err Se (THRU RIDGE OF ROOF PANELS AND VALLEY OF SIDING). LAP SIDE LAPS << Iolo! | 0 Seren NERS STE , ee Racers Seciaeeay ee | Z 1/2 RIB AND FASTEN WITH #14 HEX HEAD SHEET METAL SCREW AND \ 7 a Lata OR i e: OE ot ey i p= ie BOC nid a OCR OR hi 50 aiacaemiedl *°0.C. i \ a 4] 4 Kee eel pial eam = ten ete eS ete | Hae A Y «\ _ | $s | = = a ee MISCELLANEOUS : wt, FYI NAY ION FLAN y | g" a CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS IN THE FIELD. ee a SCALE: Vale) LOMPACT | 7 er rm a IST- LAB ua | VERIFY SIZE & LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF & WALLS S Y 8 “ap | BACKEILL Po el ete 4 WALL FTA. We WITH ARCHITECTURAL, MECHANICAL & ELECTRICAL DRAWINGS. PROVIDE oo x SLAP TIE @ EXIST OH. DOT TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND nf —) alle FOO TING 3 LHEDUI E | =v . =A Aaa STIFFENINGS HAVE BEEN INSTALLED. aad oe as = ZECTION 4 ZELTION ZOQE MARK SIZE BOTIOM REINFOR ING | = << ECTION [2] wi 7 IN | a NFORS SCALE: My"=|'O" SCAVE: BAN=TO" >) o 4-O" x font SON A -—" tte 5, o \al IAL EA. WAY TOF cay Poi Q) i WA Lay Al LM ti ees | Bin vA | & | | x é@ TOP O & B'O"'x 4'-O" x |'O #56 |B"0.L, EA. WAY a | 52 OW WA | i | _— 19 : te wz J z ~ | | | = : | ) & . , | | | 7 Se ens ne Wo KEP e a, 4] My 2" | | x | REIN (AM) IF A JANE TYP © VOORS PLOCKOUT BA. SIPE r4 | oe TSA 1 aya | az —® Bp". 2" BENT FE. Ee — : ext END 10 AIRT ABOVE DOORS OF woR 38 OP PYeVVi2 | as | lal? at Wt, | y= RACKETS W/ SIDS ae PASE tI i" rT a OS \ / | N rir we RAIL ae aK — Oe te 7 a Z s] ID / | BOTH rc2, ' 1 an Z 2 EXE BOLTS ( nd Yn" x Bx 10" W/ | mal — \ SS . /| |POTH SIDES LL It 4" EBD 3! MIN i og __ W/ L/ | ara ) / S — — ? Ww aenna i aig ed BOLTS Ti 2 py \- 4 E@ ee ER IZ GA AM ts 2@KBI2Z | ol - - \ | | TREADS © LANDING: IMiKD | i AN | / EMeED = " | | | | TW 4 ey | Fede aie 4 wy : os / _|RYERSON 19-W-4 s $$ 2 TN8'x BANDE RAILS <{ WN Sa ae Q\| o ap | \ aes ean Seen a IARATING W/ I'x 4 at oa) 2 aS | . yi ee —— | | \ _4| > SC ———— nines NNN. £2 BPEARING BA RS S iy ZA" RUNGAS EQUALLY » 3 ih : <| s) 8 L410 1. \ 7 Q Le a a : (OR EQUAL) SQ) SFACED WTOP OF |) aK A Vv we| & = | \ | wes Be He) Sf | o |G PLATFORM € & | S 1 = D ~ \ y SS pe eg ois iyi al CONTINUED TO TOP OF 6 | \ MW) ssh ! y , , L2x2 KH, 4 Z FEK a = > - | / Vi Y = | i —— “at xZx%ol END 5 LADDER AT SAME KN aN * ay San: ee | Sena ae pe ES nel | a | NEN! N SPACING > 3 S ®t Sin $a gee) J8| a Ske | =| / CL ‘ | as — | | ns a are 2 Bx3x¥igx2-5Vg' Ye Vm o Y YW wy N | my 4 aera a ih bata \W/ Z-¥2" @ A: BOLTS WeV 56 / 7 t Ure | 72x S" BASE HE Ih ae | v | : | koe EMBED 3! Mit a » BOLT. z EASIVE, aaa | | yas ol | \ let KM |REF sect'e be 5 , : | An ae $ zi N ok oye . [Meer TS | oo ie 2 WENO eee a “Teter mi — Lalas y REINF FILASTER Zn." x LG! BRALING \ - ‘on Si a cin) MO ae ee WA - #4 VERT: {ROP STUB-ZONN. 2 | | IZ | | oe fa 7 ue : Vv" epee & FE | ee y >to v N $ #2 [A CIZ"Oc. bas: , 8) eS ke SE] TESTE af" e eS RSS en ee ee ee SB “T ION 0 — f Y a“ nuit pail WITH TURNBUCKLE + 7 } iy E=} =([/1 TEEN fale So racy bY dR ESE ET REL Be MAR ol 95 193 {"} \ 5 ENCLUSE pice mig \ BASE Pz'x ole. 7 Fh eae = 3 aay ieee fe STS ar 2LALE: By" 2|-O" | 4 L W B-TES E202. AU RE SEoT W/2-%e" @ A. BOLTS eo oe "1 See Ve EC El pug (U . WITHIN G'OE TOP =< : EMBED 6! Pte ge pe {NEW LAB ON f ox (TYPICAL) sees | | RAVE ‘ SiC Sate thaw | 0 Sto G . PECGTION Ie SONNE: IVg"2 1-0" SECTION [7] SECTION \egaienbe SECTION [9 a ALL INFORMATION ON THIS DOCUMENT SCALE: W's ito" eee | IS THE EXCLUSIVE PROPERTY OF Z =| SCALE: Ve" 4|-0' 1 SCALE: Y i -O" HARVEY R. DODD & ASSOCIATES, INC. © COPYRIGHT 1989 JOB NO. 23271:002 — attic - SS “ a — ——— — ——————— — wn ve —— eae ae ‘i a vision nities - een ESE STEN ERI IR Se RES WE hn ee ETE SR SA - O 0 1 - 3 9 i it al l i a a ee y ia too a ae: ee —— BU Me I . | | 122525 . . 1) | | 0) : ~ D POON" Wy Q Se | | 5 ) 74'V EXP. BOLTS M3 ay Ha" x az x |-2z W4 COL. ABOVE. i WwW" MIN EMBED a NG W5-%4 b BOLTS | |REF TO SHEET S-3 | | | | <7 ¢ y os IO SCREW E I2"0.2. | ey re ) sic ane | O PENETRATE EXIST RIB 2LosuRE . SS ! pl | a Gali aieleieienh mer amen se, shoe bei <F) fe By |" MIN. / ' | —44t a eg IG ~ ®, | | A - : | ¥ , | ley aol! ; He 4! Lia's | 2 40" oo 22" 4 BO" ay = dl PE ts | | VERIFY VERIFY | | | 7 FIELD weur)- Hor $79 ¥, Y | i | COMIN DUS or : | | | CONN LOG we) | PLAN - aap WEVA SUPPORT | ee A MING ral 4A | | + er AUSSET FLZS' | | ‘, Lp = W4 COL. 2 | | | | | | Ae ALIGN W ROO CY ; io" | L ———$—§ABOVE.REF FIELOWELD\X At | - | a ul | al BRACE (TR ROOF 2 [_ | allt TOGHT. 3-3 OFTIONAL 77, tS a MAKE TOP 2 BOLT | ' Ny | WIOx22(Z\SFAN GONTINUGLIE) _ a oe 2? LEVEL BRACE Oy pa | tt AES: HOLES IN STEEL METAL ROOF | | | St BAN fr? Us Oe rae - = I mee 2a “= J ) HEAVY cur WASHERS ‘ rf | V4" KOL LOnB2 ; | an ! r | FOR BEARING NUTS \__ Exist WALL | | | BKACES|\., — - | ( oa or aa = | Pa £ TOF F | 1G ‘s ¥ aa, / 2 ee ne \J | | | F : oe 1G s |(,\ vy att has. ! | an | ee | |éuT Ne IpWIPE ae | eee caer | | | Pe ana Hi a y ROD BRACE “it WIA aad aay ! | WS-24") EXP a EG rh | Iie ay al / | | | | BOLTS, EMBED | / | ae enn | Ea Bene W oe | | S" MIN- SPEZIAL Git—21 1 | Weare .7 ‘ | vaca ne INSPECTION REQ | i | | | At | EXIST 4.L.24 FOR THIS CONN. = | | = | | @10-O" OC: | y — , : al | A ZEZTION L SECTION [ZI SECTION I n ail |Q f |64x6.4 vy i] |EXIGT GONE. SLALE (y"2!'O" BCALBZ"=|-O" BOALE! \/gh= |" bE | = r¥ x | | x N “|ROLLED y +TILT- UP a Hoi! 6 Url ~u0 = 1D) i Oy] @ | iT |WALL ARP ani ea © s0z ho i=} | =| x |HANZER Near | \ OUSIDE Face afar) | i} \) URE Sect. IN \ fi @arip'Fy) 2 ql L4 xB QF FRAMING _, BLES | yO th , 1) | [IZ] | 13] , Ei EHOWN | ZTICPENER w/ a4 1-2" grie B Owes | it | | COxPE Mi) lexis. ae 2-Ye' & CAT? a, 34" aRip & 2OLS I iL yt ds ; ROSS Te | gana: @ GRIB'BY | 22 SE ee | POOR wy -[-- i ci | Nia aD IPiastex | _ | 2w%Ox ' = | | J the an: | Bor | | _ = | { | x7] | SIN. Gea Vg 5 O.FACE “4 | po 7 AP SIPFENER we | oe 4 OF 3S | On , | HY © Sei | Ze C OF FRAMING | | / / We | = W4 COL. Z2a5 : a | , | ee | Tyr / y, Wi | _ To ABOVE, REE 2508 ; mn | a | \yeLONE| SUP EORT | \ | 7] eee f we ON SLorET ! TO SHT. S-3 | | ZOO | | | nee, Wer secre G aa a, a , ae | y | “ sun | _ | Le as ti REF SHt 5.2 - if ZZ L , J (ik EAVE Aner | | ramped i ' | { | { “PAR IR AoE. ; al ly j | | 7 | Hi 12) + | ae \ ones ge i MAT W \D ON | - 7 6 Y EAVE AIRT | ———— + eas NES WA, REF gat | 1h | Te Yi ig (dle | e | Ne iz “/ L _ ~ a ee —WMoe | ; | Hl ON Ln ail yee TOMES BRACE le —_34->— A - A |W) REF SECT |4 | heR = | ; | | 7 ao sie ob 29 ti FO bat | EAvE “Bier ~ aA -O Ne ~ KEE. Sect |4|) 7)" | | 6ECT. [4] LONN. q t ot | 1 ho, boy re 2 wi fo | . anne Ga a | | | Byhy LL | HANAE-K Sip-7 76 | ! 7 i = FoR CAP Ie 4 r Yd ae CONN. | i | - | KEP CECT: 2-G/%'" + BOTS a 3 y : 12-38 CONN oe \W14, REF | | | BAIN id “ 1 V / |Boute WB AD — | PST} | WS OL. | | | ROP | IZ] # | i? Wie EA ee :||: a ann © Gunmen WS LOL -—— Ld |! ¢ ls _IAIRT. REFER TO 7 ZL SELT: | | AN | we GAL..|— an we IZ AA. BENT | 2-4 A IGHEETS AZ FAS REF CECT [4 r FOR CONN. ; iN 0]! rr ae Vo ® —_ SAUSSET 4 DUP ANGLE po | 2 FOR CAP | | io x Q Y S NY EN / x W) nite ee \ Loy | ee \} IZ} YO 82 # ZONN. | yy ry A Oo (\ QIN / f) NY Q x EALH lo |LAXBOxO-G Hr | / ny y BIE gS es: | = EAN / = j N 5 | oe _ hh ' TOA : : v - ' a9 oa | 4 PLATROKMH—_+Y ae a L:|5 NY La [AAl yy fi | IS SBELCTION Q | sae a hh WIL: 5: SELTIC N [4] + [4A BEC ) Ligh Z. BLALE: Weel" A | Orr: KE 2ECT| = Bt Ne xX{NA a E|Ver=|-O" SCALE: W/z"2|-0 | HAND | 2 | < Li1X Wig Xx wae - | | Z s ig] |b NG} OO (D) igi _ +9 i | | “FT 4 —}it-—44 y aa PAE tt FotxBiex T VT < | | | as! | i W/4 CALUMN tiny —— Vw oY 1 a 2" WW) 4 S"h BOLTS So ID, ON SLOPE < ; | | po tn ‘ ABOVE.REF. W4 COL. _| 24x84 x 9yb—e MI xs y RA ae \ a “RE 4x4. NS pect [Il] s S| 7] | 2NITINUS i i a fear "gill a i liad ABOVE. REF PINS | ( COR PLAN x | 1 NDF hacerlo cesta OX IS MZ SPAN CONTINUOUS) “tt —- Ay t dit} Fi re Rae a a / 1? GHT. 3-2 ee abe I RW an lr @ “Tt py be 1-7 AMINA “NT wie : = _— ae ~ a / N| | | | iy | A pW? | ! | W4 COL. eA we 2 | 4 | "0 80 Toh == — a BEVEL WASHER, N || | | ABOVE. REF JF | N | i a ¥ — EY ar WASHER. | 12 FHT. 9-3 ey | rs _ Lito Lt 1 S| car He HIt-© \ ° - N : ALL DIMENSIONS ARE MEMEUREY ~——— , | 4 ae | NUT (2s 7 [ | n | HORIZON TALLY (NOT ON THE SWOPE) A -+- | Ly ox 19 StotT L4x3x’4x0-elo" | Thre 7 | EAVE @IRT | Gj | rs 1 )——) iQer TT? “ BA. SIDE W/3 ROWS | | | JAX ROOF FRAMING PLAN 4X roe > ae P jopenwe TW ' 0 , . 2CALE: t= o CZ, NX | la) y ————— — + rk _ EEE — — i: . Le Za" @ BRACING L.? 4 \ | LVN nN i || fT ROS - OFFSET ; “W114 L4xBx4xo'e 2/2 Z | i 11? CLEAR a | EA oe My Bate $ rs | — ZKOW | WB GOL+-—~ | a Wen tH Pee Otne Ce —wis _ : D | af oo TM - | Y | > | bIS>= ae UI _|ear Yexo% 2! = |v | : im Ce W/ 4-9! Y BOLTS ce L SI | SEL 7 Jn". SECTION [8 ZELTION [9] <2 } —~ ——— — e ghhe Ly 2 i SLAVE: i = << | ty SCALE: gts ior 4 4 BCA LE! lphelec - i | 24d HANGER 9 HI YV +t IDRILL Vie" HOLE ae | | 7 ROVE, 2 RES a ae By NS | or pa LZ! _ YA x 4V2 6/2" rm | ~via cht 3 (COLORED BLACK)| | 4 See ee anid . Sera Sf. ' W22"@ BOLTS | TT F 7 Py. 2" a | 4] pot ELANaE ff , oy IE - SA —— Ny | i é rare 2) ae ei | | WS |e WI6 OR WB A Le ge Oe eels RUNG J (9'-9.4" ON SLOPE REF Oo | NY Cs ” AT" {PASS HANGER KOV YONN: IN +--+ aay | = NO.272 OLE vie} _ THRU PIPE STANCHION yea —/ | | | “A” xt | 4 w/ 1" ra PIN 4 = spate | an eie x ! W/ | IWS. REE all Pel C1) SI) Zatgwanger Ror tiny warren, | (©) ET] i . ————- —— ~ a xfiyl — At N i . se — - G, — — | ___ B | ea POL 13 SECT [4] FAN UNIT WEIGHTS 1. Ny ¥ -—~ \ oy al ponent Tl 3 4________+_4 kr TALC RING “E a | C4 | FOR LONN A = 2400 * by x z= tS\ | ATANCHION # | SPACINa 2, b | L_ : fi > = h { A S PEYINP 2! C4 ’ fi | i; oF ee * iY | 9 oi NB ENC. i ASNSS ee wr | ABOVE PLATFORM! |° Ed 2-cob-— ; ZYCLONE MAX f x | y Zip po be T IWALL “\y| fal 1 PIPE : KEr Li Bes ' LEA FORCE | * 3 ES PSY PILASTER wi | I), @—+>-—<T ye | Nob i — i INCLUPING o Mf 34 a 3) ——— = ™ a oe en | . ral | LATERAL LONE areal = Re | 8) 9 f APPROXK.AACINGS = { a aS, ae we f = LP W 34! op | es : | =10.7* DH < +x ~y/ | enn COPRDINATE, =| il FI) | HohxS" CONT: (—I2| exp pate reg os | | \ > po +. W/ERAIE AIPRORT ee KICK FL(NOTA 24"(MAX) 0-6. ee ; if | | i i Tol) (REQUIREMENTS? | | ; / IAT ne a | “ | bs - pty | | At Hz : 3 | A |BASE H's J : } | 7. ee en x zx Mo : Bx xia PRACE | | ANE YP @ ALL Nien ; | = acne | Ajo. Tere FIANCHIONG FoR; | OS » wy) Hh (ee PLAN) ,e L / ) AEN SUPPORTS Ye ; BA tear | wan ~ | O | HANDRAILS, ype fs) EXNDANDATEA. KOT > ae | ee, KEF ee Net | W/4- 2.0 BOLTS 4 x 502. 4" WB B PLACES (OPE ; | | Mi) Memes Ny | BOT [4 | , | i eee W/ M1 BEVELED BOLTS -LOMBINE CIRCLED) | vA Ny SJ ere WITHT = I iit roe ZONN. ) nes WAZHERS WITH CORNER - l- y'p BOLT 7 SS rt oF H - CYCLONE SUPFORT ANCHOR BOLT PLAN “Ih Oe stnhelguata : el CONN -REF a Ny \4 eee hoa by OM oa Bar aye bel |caxanlg BRACE — S/T Whee ee :> Se ee gee an EL @ CORNER GEE PLAN AND We : | ZECTION Io Seely ss ZELTION By ZELTION |B ZEZTION Zoe: SECTION |Z f 2: |Wpyiia tu S0AL — ALE AyMs J | . | ee * ae DE S I G N E D PA 4 : CH E C K E D Aj DA T E & JA N 19 8 9 2 AP P R O V E D (2 0 6 ) 68 2 - 1 5 0 0 FA X (2 0 6 ) 68 2 - 2 6 2 3 CO N S U L T I N G EN G I N E E R S SE A T T L E , WA S H I N G T O N 98 1 0 9 - 4 4 2 0 82 0 MI N O R AV E N U E NO R T H SU I T E 20 0 GS Z joel g > ieee O e) N W) < of QA Q Oo Q te ba jaa > se < ae WA S Ht s , 2" yO “o f ; i FA N #L O T FO R M FL A N , DE T I O N G ZK CO N T E N T S ' oN | — ry RO O M A T | IN D E R Y > \4 ” , a, { _e t 2 r La Ta y i ta e | [I N M A C H FO R EA A Y LE A PR O J E C T B0 ) | ca l . 7" ao p e B e e r ZE M O N , LW A . SA - 00 1 - 3 9 JOB NO. 24427'1.00 a OC = DRY So SREY ee ee ee phn ae Ee ee BU es RRS DP Re Oe: RS eee eee ee eR Sarees BEE eS: pec, ae reid aaa 7 = A AAT AE Ja i lA siacdl de, (" 122525 OUTSIDE FACE OF (29) 7 OF, “PE. PANELS BELOW (F) 2) Lg a D Z 0 O-V2" ) 7 7 NV 2 = a ee ZO AN ae ero | | : Re 5 2 = | iI ) | qq <8 2 eee Ae | ! | REMOVABLE ACCESS 4o \ ea Fe < | BT ! ! oO. 1 ui} OF ore Waa! i 7a" Ziglah zeal | Kaien AS IEIENE ] t a ~ QO ic PE ANING : QUTADE oe COLUMNS Wea xIB We AIF AA | OVW ; Ee Lo r , | | LYCRA ppoter L'4x\-ollag. a mb sss “) FIN | ae ) it . ~N a 7 |BRAZIN A +38 j Ci ' WA COLUMN CTOFr | a - | NN L a bed a 4 (Fy ] J— | Lo ty, va Yoo N\ o| DECy Pa . 2 S 2 = —n a -— SE — ‘aural \\ , L x ~ 6 ~~ 6 9) o oO oO { WExZ4 CONTINUOUS MOY x) () Fa fm os TaP OF mM zss + Ly aE’ Tl ROOF —= : X a > att | “ar x-t N J |WALL > mee =e <0) oy | a t t +, oh 2, ™3 y | f} S “X) Ke L arr | \ 2 > > > Y. = t— TI ~~ ' <q = Le : f%, A ie Ned Aes 4 ne 5 Ji Law PLL Pa a, | WExIS @ BAY | ~ GZ = COLUMN | yh UY 2 a i * — = oH EXISTINA FC. O uj inves i y | I L ty aloo __ LPS "M1 aoNcRETE PANELS NO = + —s TN a a i TT ‘A \. SB oem | ; ht pas 4) GHaHIt Doe \ 7OLUTH ELEVATION ¢4n17a9 _ EAST WEST ELEVATION e grime’ 'F NORTH ELEVATION @ grip | Bo )| | We BxsE / ZN NN e SCALE: lgl'=tl-o! ZCINLE: Yo! =|! es 2CALE: lgll=|!-o! az «1 ; 7 \ a | Fo 5 N ws , a \ fs ROOF MOUNTED q || TANG R 2 [= \ CYCLONE AN 1 S | \ LL] DUCTS 7 ra 7 ~ 9! i —|-OvER tel A 5 : HHA U7 ‘ wm tame 1th BE +1 | ! v4 \ / a \ | Ya" ZVEE =P HOLES @ HAN? S45 : Tg , A | 4 Kox0-@' . Z = = \ \ v $$ = = = \ ey - — IN el 6 | + W4AZOLUMN | ) - a 9 , \ x ff z —— a 26,9 WES 2 ZENTER (2 (ey ny Ht: 1 De BELOW TAT Ps 8 s , “ < | S ast, ah ft ig Z yt | p < “4 " NN oe 2}¢ @ cada ‘ | AF mK 4 o f HOWN ™ | a. < ra ae ; (2-784 BALTS > Ze | J - 6 CONTINUQUS FROM -te- Ik | AN IBVE\ | | | fay za . | | Zim, | K aries p70" By WE CONT, ee | rN VN < Su é | § FROM ARIPS 29 To i ! SS Lf = (Dy. _ aa} . _) - rr , @ SIN. “Ge Zt) ) Aa oon. Sp fig 6 2D ~ | hv | = iT a 4 ZO 3 so ae J) : ; ~ fae > ft. — : Wakes CoN TIMUCUe —— a 4 TT Ys \ CLIP, LBx Bx A Vox o'- A | < ELOW | - De ._) ee 9 , 4— . JAN \PAcH Sipe J= w4, WITH . oT Fe) le eet ALUMINUM VANE AGHT / Ae LY A YO'S BOT IN EACH hy AL WG : | lo LOUVER M2PEL yA OP LEG : \ PS DR AN ELIA ERS, ia, A : oe TELA " WS 4 : ! we / — h A ie , OR PROVUCT. APPLY TO ALL Anya earn A | \. A AVES . oN LOUVERED NOTE: ‘ROY BRACING s| | —w | G LIS EEN , ret CLIPS NOT SHOWN ‘| | | Net ia / zs z, a FOR CLARITY a | | I te x) y | ‘ | | KAY |) 2——|w4 zaeumn | / COL. \ Ae 7 a | | APH % A ths \; ie E-EVATION | sii f ECSTION | ZECTION [2 AECTION |2 . | SCALE: B4lat-o1 SALE: igi=il-ol GEPLE: Tan?" | | | O | G P) | | ' 2a) ‘ - 7 vn _ N ' oxi —1W4 COLUMN : s PATS | | | yd ZN I 7 TOP OF FAKAPET LAI | Bee 7 | | a BN 7-4 coum Weoe ty OAL ZALUMN BASE @griveee el \ Aly jW4 2OLUMN (6)—--— i ee ee eee St 1 : ‘ LA “4 COLUMN BAGE Plexslax "| : Fe! (2.x BA x o'- Io" \ z | “4 ee MN BASE re “7? a «'-10" [I] 12 WS, LI] W/2-28'9 \ A x O'-10" CE] w/2-58'¢ Az telex 4'xo-4" e Wie EWIDO \ | BOLTS To W10 , VN BOLT? TO WIS Lo» ease w\ VN / CONN =i J? ZUR FOF TINS ae | _—- aN F . ee, EMB= BN g + KOOF PERE EIN FRA MING FPLAN OW-4 By v BOLTS. = - Ms - ROOF PECK OCALE: Yial “Oil TF) 7\o BA ye — fF , —N KOOF PECK, b f ; To. ROOF PECK aN HL AA /AA__+”A_# NA _A__A WL | . / ” ar es ws gel a 2 MN Waa IF |TURNBUCKLES = SEE SUT, Ad AIRT : 5 YI Ly |A? REQUIRED ta OVS > ! Hoo OK BIRT. ese ctictiet O K aS 4+ W4 GALUMN wi A < a t lORIENTED AS SECTION SECTION |e = NS a gah A SCALE: Yah =\'-" SALE: 7a = {l-oll FofX|LE : 34 = jl-oil S Lt e> § BRACE CLIP \ / eae | Ne (LP TO Tw LOCATE CG ae y “i V2 PES F) A COLLIMN | iN hn | MAINTAIN Rop CH 5g" | | ween SOO ALIGNMENT > CA Ota A ARIE? NO" 6 M\ UNI ; NCHOR BOLTS WITH | AN | || TaRKeaR t—“ | \ MIN, 5" EMB INTO CONC. \ WS ce UN Z.CONN, ns | (C2 NOT ee WEPAE / SW a Rance OFF | TYPE ANCHORS Ve u \ \ | A a \ i Ys Fe a I! \ Ra x ° s . 3 | | | | ! El x | a AT LANL = Eh R s be —_ ; | _ I : U d\ r mca Lat tebe le 4 fe Le dt ee eo, 8 alk LA N22 ZLEVIS WITH | ih | CAL o¢<uv * r ae 3 “|MIN, 28'"'0 PIN (TOF) | Jl } 7 a | | ) mY Ok a a N S TYPICAL ROP BRACE CONNECTION Exiotconeesre. | | SCE we Uy WALL # PILASTER | ALL INFORMATION ON THIS DOCUMENT | Fre ICON AZ FECTION 1/2 IS THE EXCLUSIVE PROPERTY OF SCALE: La yl sil ct on HARVEY R. DODD & ASSOCIATES, INC. 1 AE ee FEA LE : ie _© COPYRIGHT 1989 Ss A- O O ! -B F ee ce t m i b r s i i n a n s ca n e n e i i e m i n s es a s a 122525 1 BRU TRACK eae 5 PROPERTY LINE 470.0 TT ' == : \ ARN CXR SAAN - 4 LL LSANSALVATNSATVSTLHTTTSTTTTSTTSEE SEE SUNY SHS SOAR) N Savages \ CAPE INIKLER. | | | \ even - RS CELL _ EXIOTING TRUCK = «NI ‘i MEZZANINE: ry | LOAVING PAK ON be \ Io DRE Py | ZIOO th Ne =i, Ae oo EX|IATING | aN ae So aN \ LANPEARING | = a en a . oe , ; : z ‘ ; ‘ ‘ N EXIGTING MANUFACTURING BUILIING 4 i nN SS D4 BOP th \ 1 PROPOZED \ SA-OO | “09 y OFF | PLY. ALN _EXIZTING OFFICES Avo ¢ NO ROOF TOP BQUIPMENT dD t . AL G0 t ao 1 ZA Re SUPPLIER Oo not Ti [ ny . aoe RSS REMOVE BXIGTING la SWS NN ee ING hese AVE \ wt pee AEN, _ Bl ® ~ / 1 _ SNS “Aicate des XT f| +—exenne _ | - WANN fe | APEWALK ® : WSS ett Vo Sat | ems. | LIN AST \ p—= — — O—t+o WS DSSS BL. RRR RRA OOO SY sary xi &. i et —————— ope. I I EAN gue EXITING LUINGHBGOMN | |g fi % u lay 2 | 4 : aw a A RON se ea SINK W/ REOWOo? AATS ng ook at Woo) RO) 3 21 Co =i nee : me VEEL RRBRN ROSY : Bold | ec] NES BELA EX CB “4 Ee — (Nein e ooh AN 5 Le= 176 REPLACE EXIF, t : <4 < x = ~ X I ~ Sun are S Ny PROVIDE ZTAPINE CO GRASS AS RER'IY. | — \< | \ \ \ | be, ; . ML So eat as na / , € nN % > a: K is , = \) af Panes Mtoe SON at! Se he oS / EXISTING wre, | NN A) 1p EXITING [RAAT PAIK’ d - x10 oer. | Exiting TRANarORHERL? | | X | 109 : i 7 D> ius, EXIST: ann MeN AL AS KAO K. KoA A NY IO'x 190 NEW EXTRUPEP - ZrANDARD Pion. x \ ; S Oo” sees AN eGR Need EE OF raverent—/ glial CURE aA > ¥ > S BS ; Wa | / : EXI9T. .% ) 9 i ws NL exiat Ne CIIORM DEAIN /\ ES ‘ 2.15, ed. oe St oO —--EVGE OF PAVING | ee NEW AL WATER _ | a ~ Te \— EXIeTING oe yi PARAT. O| 7 DN eats are AN Are oer iS ~ i Ee. SN ore 7ahieee i | (S| | | Be SEA \h > Bae “Tr \ ‘\ \ v | | | | | pity exist a x Me i 3 . \ \ | Ky | | | | | | fee | | | | | | INVERTS . = \ \ SH a ¥ aN A \— BYISTING as | = 3 = - PES, me os he NN IZ 7 fe ond Ss Pc te 3 ian. a ee ans ie coll ; ee - Tents oe Smdtcard VE NEAT. 2. RES LSE a dees sans ii —— A SP Be Arai. : ss ~< | 2 —— — BIGTING EERE seal ARAL T ORG FS eh itean ij ig IZTINe LANRZAPING TYFICAL | —, On “Ee bee (° e ) , Oz a =) An rg lt Pe thy /{ rer , L PERIMETER TREES ‘| 4epar EAIZTING | ; im = ms exvotints S ono. n1F NaTEeYP EFTPNOP|PE | LU Nie AVE. cA\. ’ _ _ re { iz 1 LIN 7 Fee sa Z AN eee ~ . 3 oe EXILTING 47IVkM et LINE e L “RES a * , — =~ 7 ( sie GENERAL NOTES ‘ 1. DO NOT SCALE DRAWINGS. 10. DIMENSIONS” SHOWN ON THE PLANS ARE, IN GENERAL, UNLESS SHOWN OR NOTED Shy ott ee ae 2. ALL WORK SHALL COMPLY WITH STATE OF WASHINGTON ENERGY CODE A. TO EXTERIOR FACE OF CONCRETE; T. CEDAR REQUIREMENTS. B. TO EXTERIOR FACE OF EXTERIOR WALL STUDS; o> 2. MAPLE C. TO CENTERLINE OF INTERIOR COLUMNS AND ISOLATED FOOTINGS; CATE ALAN ey ers 2: A, es ee ne D. TO FACE OF FRAMING AT INTERIOR WALLS. 5. VINE MAPLE Ll. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH "=gp'- 4 6. OREGON GRAPE 4. ALL WORK SHALL COMPLY WITH THE CITY OF RENTON ZONING REQUIREMENTS. MANUFACTURER'S SPECIFICATION, DIRECTION AND RECOMMENDATIONS. EVERGREEN TREES 5. ALL WORK SHALL COMPLY WITH THE STATE OF WASHINGTON REGULATIONS FOR 12. ALL, MECHANICAL WORK SHALL COMPLY WITH CITY OF RENTON AND STATE. OF NEW_PLANT LIST A\ he Web ps ae WR VENTILATION. REQUIREMENTS. VERIFY HEATING SYSTEM TYPE WITH OWNER. AMBOL BOTANICAL NAME] COMMON NAME |[PEZERIPTION|GFACING| SIZE [|RUANTITY SHRUBS 6. VERIFY ALL GRADES, DINERS 1OuS AND EXISTING CONDITIONS AT THE SITE BEFORE MECHANICAL WORK TO BE FILED UNDER SEPARATE PERMIT. , |! V- AAAL, 4 9. HEATHER Bie 5 ean: oc genueels 13. ALL ELECTRICAL WORK SHALL COMPLY WITH THE UNIFORM ELECTRIC CODE STATE OF PINUS NIAKA AUGTRIAN BLACK PINE] EVERAREEN [20-9 2C.! 51 HT 2. PIERTS SAPORIC 2. Revert Penne iar ae DRAWN ONL Pog a RERRENS ALL ME Bia 2 GROUND COVER 8. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT 14. GENERAL CONTRACTOR SHALL SUBMIT SPRINKLER ‘SHOP oRAN GS 0 Tie ENGINEER (=), 5,,|-PHOTINIA FRAZER! FRASER'S FHOTINIA | EVERGREEN | 2-O' (24° BUSH| 22> ee OR BY OTHERS. AND THE CITY OF RENTON BUILOING IAb : 13. VIBERNIUM DAVIDI 9, PRIOR TO SHOP FABRICATION OF MATERIALS, OR ORDERING OF MANUFACTURED ITEMS, PROVIDE SHOP ORAWINGS AND/OR MANUFACTURER'S PRODUCT OATA FOR 1S. METAL BUILDING STRUCTURAL SHOP DRAWINGS TO BE SUBMITTED TO THE ENGINEER REVIEW. , _ AND THE RENTON BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION, ' DELIVERY AND ERECTION OF THE STRUCTURE. ee 7 Pr a ee ee mn! oe hd NS F Je e , ! LP Se a b e e | = ea mEM PE Ur ) # TOR ies ot Sik. SES \s% ¥. ER BREA y's [ere nN f= 1s Aah ais ie \AberT — tha 5 i d VICINITY MAP LEGAL DESCRI PT ION BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 19; A RECTANGULAR PARCEL OF LAND IN RENTON, KING COUNTY, . WASHINGTON, LOCATED IN THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER (GOVERNMENT LOTS 2 AND 3, AND TRACTS 17 AND 18 OF THE SHORELANDS AND BED OF THE FORMER BLACK RIVER), SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THENCE SOUTH 89 .10' 25" EAST 762.32 FEET; THENCE SOUTH 01° 13' 10" WEST 40.00 FEET TO THE. TRUE ata OF BEGINNING; THENCE CONTINUING api 01° 13" 10” WEST 470.00 FEET; THENCE SOUTH 89, 10' 25 ' EAST 256.00 FEET; THENCE NORTH O1 13" 10" EAST 470.00 FEET; THENCE NORTH 89° 10° 25” WEST 256.00 FEET TO THE TRUE POINT OF BEGINNING AND THE END OF THIS DESCRIPTION. TOGETHER WITH AN EASEMENT GRANTED BY INSTRUMENT RECORDED Lon NOVEMBER 3, 1966 UNDER RECORDING NUMBER 6103359. - ~- PROJECT DATA OWNER ayaa EUGENE HORBACH DBA E& H PROPERTIES 1220 - LI6TH AVENUE N.E. xe BELLEVUE, WASHINGTON ’ PHONE: 454-5959 BUILDING CODE 1985 UBC “We OCCUPANCY B-2 PRINTING PLANT « CONSTRUCTION TYPE. III N SPRINKLERED ZONING MP - MANUFACTURING PARK DISTRICT SEISMIC ZONE Ill . AREA PROJECT SITE 120,320 S.F. LOT COVERAGE 45,000 - 120,320 = 37.4% DESIGN LOADS ROOF 25 PSF WIND 80 MPH _ ALLOWABLE BUILDING AREA: © OAasTOn 2 SIDES yt rr EP » om TOTAL 18-000 S.F~ SPRINKLERED “¥3 : PROPOSED BUILDING .AREA EXISTING MANUFACTURING 34,800 OFFICES 4, TRUCK LOADING DOCK 2, , 200 DA T E © 2 7 M A R C H MI S C E L L A N E O U S RE V I S I O N S RE V . NQ | RE Y I Z I O N - PROPOSED MANUFACTURING 1,120 S.F. TOTAL 45,000 S.F. OCCUPANT LOAD EXISTING MANUFACTURING 34,800 - 200 = 174 PROPOSED MANUFACTURING 1,120 - 200 = 5.6 EXISTING OFFICE - 4,680 - 100 = 46.8 EXISTING TRUCK LOAD DOCK 2,700 - 100 = 27 EXISTING LUNCHROOM 1,200 - 100 = 12 EXISTING LANAI 500 - 100 = § TOTAL 270.4 2S PARKING REQUIRED OFFICE 4, MANUFACTURING/FACTORY 39, PROPOSED MANUFACTURING 1, TOTAL REQUIRED 66 STALLS EXISTING PARKING ; 63 STALLS PROPOSED PARKING 3 STALLS TOTAL PROVIDED 66 STALLS 3] | j —686T Te YY NOLNS NOISIA) ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF HARVEY R. DODD & ASSOCIATES, INC. © COPYRIGHT 1988 PR O J E C T DE S I G N E D | : DR A W N p= CH E C K E D #4 ) HA R V E Y R. DO D D & AS S O C I A T E S , IN C . CO N T E N T S MA C H I N E R Y RO O M AR P I T I O N IS I T E PL A N pi c t CO N S U L T I N G EN G I N E E R S 82 0 MI N O R AV E N U E NO R T H SU I T E 20 0 Ta k V E L L R I P T I O N , G E N E R A L NO T E S 12) N vt + fe?) oO am © © & O be 2) < yo ” < > ui awed - —_ < Lu ” * <q rp ; DA T E “% JA N 19 8 9 ~~ : Vv. K re ie \ Lh re A ; NM | ‘ OQ © wo ok is ioe] © ve) © N © Ou © ° nu cO © oO o Nu x < uw KE N T O N , WA . i ——o = _ ———— fh oy: oe pee 122525 g-|" : Ags 2. lois % ee oes KE CONCRETE a |\ $18 - KAD. REFER 10 g |e [8 | ss - {Er A| FHEET @-|- S |E 1S |r |e tee . Pa SS gle |e |e |é ZAI — Ses hI QO |9 jo {oO |< yh L - bay Ss 2M, - ; HANDRAIL. “Q AY 3) g 8 < Ker DEIALS ie AB 4 Z, 132 PHEET @-| OS) VAC CR = 338 ri — + 4 | ” wo) & oOo — IH Cae : \ F Bw Z88 a /\ A - q NEW CONZTEUCTION MEXIETING CONS TELUTION eas sc LY ASC PACIFIC HR-2G ( << ——s . if qi z ii 4 29 GA. PANELS § ani ¢2 & | ' | VY PLACER FOR \ | () 7 < | | 7 I7id Ee HORIZONTAL PATTERN | o i | L | y } ne - | L — oom < [J ui | | | FEOIPE WATERRRZOOF 3 | \ as a : aa | Ts 8 = paeraian We , a & ‘ | | / | , 7 | | @ZIANDAROS — A 2 Z - ) £4 MAHinery — | . . I | \ A Cs) Ds | | ABOVE | a EXIZTING TNLA- UP (2s 1 | a Z pM 2 ZIHOAN CONCKETE WALL MANEL VE) A | | - mae Z 5 | | PAVHer | <| s > | : 3 nee , 6 O 2 INAS a — ry Z ee | ca | OD > pees | | cat ST Is BO = | | | | Z SME = IZ VINYL FACES | is S 8 Ny | | UNHEATED erace | | 7 { | BZ wiv Fe me ~ | (44° MAK.) | | | L_ BATT IN@ULATION 7 m 35 NY Hi | | W/ PLASTIC F SH F=f -r7- 7 j oo” 7 | | | V) | - PETAINING GTR 7 , | be | g By ae Ga = | | 4 0\ and a i i | dealin Y) —~} nes le 71 | Ne = o~ | | y = owiere CGF SN = PANEL 3 aren METAL MUILDING FRAME | rb C——wineey 2 NeW Mer~AL : Z \ | ELFER TO STALCTURAL L f a) od PL ice eS | AN | PAZ LNS| | Nee, a ly 1] al q zat Pee PLATFORM. FEFERA A , on P \ Wy. TYALAL CIRUCT. PRALINE, | \ | { PAY, | | i | . _% | | | | HAY VER PY | | 0 | - fo cdi EEL (OAH N | | : a ae EXIZTING WERHEAD ial fl ih aan ¢, | > J \e— CK LEVELES VOOR TO FEMA | | | ri ee | -—— NEWioON. BLA | bide ig Paine | | nys A \ = hi CA fice | a | Z 1 2) AA\oM| ae, ae a ee ees > ae ee PES OM: e <r a) r | | ‘a r VK Pye" Ll, eook “1 ) “2333 |" eae & | | hal ZN 210° 2H. DOR e exe PRET. | S > = AKI a he YL LLL, FINA caiatrd —— ExXxieaT, FOUNIGATION re \ | 4 BALL. S - — rae al cl ao" Ai e-o' A | -o" ) 4 — Zoe * o a : LGA PLAN reN ZECT IAN A ~ Ys= |-o! S, ia 5 : a te Le al Ss a (o> al] &Y §} ee s} 1 CEN TT Sy | Ree ~Ao & o=aA fr [gjz a 5 ANN NG Divish iN O CITY OF aA S a Ny : ies 31 4 a 7": an ff ¢ HAD ve) /- ALL INFORMATION ON THIS DOCUMENT] IS THE EXCLUSIVE PROPERTY OF | = HARVEY R. DODD & ASSOCIATES, INC. © COPYRIGHT 1988 JOB NO.22271],.0 122525 i | — 77 i 7 ra a y+ rn, ‘ emer Be : COLOREP -po-to__9 | | EXWTINZ || NEW ADDITlON c= == => ee AEREEN © eS SEW APOINH | BXI@TING z -| A} 8 i—3-> | --- tr : : a See » | i peeBES ae gh LOWERED 2REEN oy | | + | Lai =~ Nil z Z | [8 == =>= | aA ho eae oe ra ei + |i = | | {222555 S==E=z, eee | = G6 |O |< | oo m 12K OF 200F . \ m | rn = — T TW 1 — ee ‘ = = na - — +|— ——--—|I ! hu vd v PAVE HeiGHT VW a ee SN | ae ee 0p s&s —: = 1 " | 3 q | NEW PRYVIT (SIMULATED? = | 7 sea = 7 | ZTULO) PANES. COLOR » : | =) 23a fi : | AO MATCH EXIST. . £°8 EXxIZT. TILI-UF , NEW PRYIT FANELS| EXIST. TILT-UP | Len DRYVIT PANELS ! | = AUT. WOR SUC EXIST. = \ a WY zee Z, ZONC. 7 (S|MULATER? STU) as COO. BEYOND ALT. USE STULL | S = z oe : . gh : _\ 4 < Zz / Zz | < x 4 | 4 | 3) = < | | 7 ; | Oo ri | DONNGPOUT | : Zk IH 2 , | FINA FLOae | qq i - bi |, Sr oe a rr | GRADE ~ 2 Neen ee ee a eecaemiies : cinacaneamemeneeneniamemmmant id Fa mm TT = —* oe last ‘a ° I NEW CONCRETE — “exer wncrete | R 2 IN Qa 5 FE , sW § | a7 w WELT ELEVATION BOTH ELEVATION 7 PAT ELEVATION mo i Se! = |-o" Vrs |-o" Yoh \-o" /\ A +e > 2 ° ’ _ , , = o WO TYPE x ANI ~ PHEET METAL Roce _ Sw ioe Z| A ated SOUTH WALL , CHEET METAL FOCE aren ' rae ee oppeccy ONLY vay a A AN IZ aid PATE | ee ean ae ON 1 +t NEW CHEET METAL EA ENDWALL , jee 2 BOTIOM ow 3 FAGHING. EXTEND my Ave ATE ax —=— FTF sane AS 20 AA. Ht METAL 41 p | Ky, ae BE | i | F0%S = == , , ip ° / a EXMTING CONC. WALL K A HE : 4 eee QUA 4 if] j V , LH METAL. 4 —— 7 k ned ICJT. AAI LT— LF > Sa, A olive) a ZREME OVO at. 4 b/. oo. SHE 4 NA Lil 4 | Oe de _—____ FOL EMS | i} : ——— Bie 29; 3 4 — ZTE CONAN | aie AN EXICTING ie A aa iti FEFEK STFUCTURA | = WS, {AN Ooo I" POLYSTYRENE INSU) PRAWINGS il AILAZTER ; ’ Se BOARD FIPERALAS - SMPEDDED VENEER = eWAee ) | vo 2" MIN. aie BASE OVER INSUL.BOARV i SS IIMA CMIN) = 2. IN? /\ €PINISH COAT WITH SAN? 4 _ SEE SECT. "A" TEXTURE "PRY IT OR EQUAL Bl 7 BAEETA2Z FOR pe SPACING @)CPENEE TRIM PETAIL ee | ——— MIALL CONNECTION - Pal=}-o! 24 BP AALV. FLAGHING PU I L M I N Z AD D I T I O N EL E V A T I O N ? VE T A I L oy -TO MATCH EXIST. W/ fa SCREWS W/ NEOPRENE n WAZHERS 7 y se | FLASHING 2 2 F | ji IL 7 Fee Nh By AEE + i€ EXIGTINe CONCRETE 8 [4 y MIT INT 3B! 4 Z - bYALL O rf aH | OMIT INT. 76 AWE ry ; . O . rt Ru _ | @ FIM. SELT. NRE I KEFER T° (5) POR : EX|IZT, CONC. FILACTER Vv / eI | ~— ZIEEL VecK a: . => ci KEPER 10.(2) OR as} Hf San ee . ol / | : - rH | | CITBLETURAL — ~ EERE = iE de ye 4 _—_: KEMAINVER OF ZAULWTS Hf YAZA PIIN-o ——— iT “> A i: hes zi Na | i | i ——— & IS N | | | cguenene awe SIRT > im | SE ANGLE | | oe JAMO CHANNEL >t} , fs 4 HL, EF PASTENER af DRAWING BOM ETAL Sp Le ed i | , 2 si | A ae . / . 8 Zs (ONE EA.ART ) : < S \ iN si > ae ., rt : 7 ' Y : | , TRACK a ly Bur SOLE cur = x > Hy FOUNPATION 7 wed. | HORIZONTAL &| a a | RereR ee, “NSE ef ANG oF — x Nib 3 we ’ ‘ LTts @ "D7 , AY a | FIRUCTURAL 4. _y Bite 6 Ie Ww <\e \ ae + J | PILAZTER «ihe VR O X. = | ITY OF RENTD . Ns \ (D MAR 37 $50 | AD FAKAPET ZETA DIDING DETAIL @ BLA DETAIL @ EXIT. BUILDING ECerve 4 Za Cry = fei | Yg"= [-o"! . 1% Ne -o" | ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF HARVEY R. DODD & ASSOCIATES, INC: © COPYRIGHT 1988 JOB NOLEFT7I.CC0 122625 XS ~ J\ = s) 14-4" ° \4 Li =F . + Ll 0 O x | 5 - 3 , ¢? | i? BN Lge ON GRAVE #3E |\B'O.0. BA. WAY ARID"F" ARID waget FHOAWVN “4 ‘ — od , e+ FI E L D VE R I F Y Ye 9 AA: VOOR JAMPE TY F 24" b ROP WKACE : OPP HANV Ll 2 PLOCKOLUT © BA GIVE __ OF DOOR, REF Sec7 [9] ABOV FAN PLATFORM oan AAIAB ON ARAVE KEINE. W/#2, BA WAY S) L{ 7 — r , 2""WALL i fl. TYP, UND: | IL Ah ETA, | [o l 7Y e l t TYP, UND. F'.f7 Bin" | EX lS, | LONE: WALL- & PILASTERS { Z-¥S rorerrr——_t oe: PROVIDE #5 x 24" DOWELS GROUTEV INTO EXIST PILAST ERS. EMBED @' MIN. TO MATEH ALL H@RIZ. RENE REE SECT. _t * KEF, F E\B"0.2.! y|ON ARAVE GUT Z4"yt — «|HOLE IN CONG. PANEL FOR DUCT. KEE EQUIF DRAWING | EXIST 4LAB 4 t ue Ss : {2 Sa Jot el TEN ENSTeENe 4" BCL BAKE AN BELTION SLALE: ZA" =|-O" KEP FLAN PROVIVE B' A BOLT EXTENSION I" AROUT |-425 CONT YF CEVaE OF ZLAB 4! GRANULAR IFILL | 0M PACT x PACKFILL LAN SECTIONS FOR Lo CPILASTER 22L., Le BAZE KZA BOLTS [| | eC 18 0:6, BA WAY REF PLAN # SCHED. FOR FIA. BEYOND —<t—-- | ‘ es eo n oe —_ f - EK I F Y te v W/ QU I P M E N T e 3x3 x4 AALV 0 NT. WAC IZ "@ 18"0.C. ! KEE FLAN FOK \ | SLAB ON GRADE | | 4LOPFE BAG B® VOOK KER ARZH: FOR SILL WALL BEYONY |-#o LENT EG Z4'"00- o OUR a a 7 REF SECT,| | : #KEINE ~ FECTION S0ALE: Z4'=|-O' 2" VERIFY 7 ? ba c V E R I F Y LUT 2e"h+ HOLE IN GONZ. REF EQUIP. DRAWING 5 FOUNDATION PLAN. 4s SCALE: iyi |"O" MARK DIZE QTINA SCHEVPULE + t t BOTTOM REINFORCING | 4-0" x 62" x \-O" & HSC 18"0.0. EA. WAY BLO" x 41-0" xI'O" © #56 |B"0.0. EA WAY SY TS OS SS i i ) SS N S Na Sa s | | 5" SECTION | | Tr IREINF FILASTER W/A- #4 VERT: #24 EC1IZ'OS ENAUZE A BOLTSy IW 3-TES E202. WITHIN G'GE TOP § 4 N (CTYPIZAL) U, SUAVE N/2"= 1-0" bags | KEE SECT. |O| KOR PILAZTER REINE (AM) i} @B R I P =" Y%. BASE i Vol Ane Wien , | WA Wg" P | ' | A BOLTS EMBED 8" T ba s i i t | . | | Aa FOR DUOT. | |-##5 LONT. -}— 1s . ares or, spies isgrad act aoe — rer cee #424" DPOWELS CZ4"0.6. AKOCUT INTO VPRILLEP HOLES W/ NON- SHRINK Feo |-#¥5 @ EVGE TION | 1] vate: | FOR WALL # FTG. VILK LEVELER FIT SECTION [4] BOALE Yar= |-O" i* Ox G" OF SLAB LOMFAOT a BACKFILL ZAP TIE @ EXIST. O.H-DOOR g saath JAMB TYP © DOORS EXTEND 10 GIRT ABOVE DOORS jd i { H £8 : IZ GA UIP Z W/o" A-B. N > “ N _ 3 ae ' mi a Sp a y | | ~e ~- 4 — BIG \_ eAmIVE? 7 Zh x Lo" BRACING KOP STUB-ZONN. WITH TURNBUZCKLE x REF 2 TO TI E S T Y P 1 “4 ya " om Z oz EOT: SECTION SCALE: Wg"=|-O" Ty EXIST. ZONZ. WALL PANEL BEYOND EXIST SLAB 4 WALL FTA, SECTION [41 2OALE Fy" = 1-0" 7" LONG PLOCKOUT KA DE VOOR a ! J roy NO TIE REQ’. AT EXIST WALL | #4 | @ |B'AS. in rs > - <1 reise ereiese |- #5 CONT. ALTERNATE: POUR FIT WALL W/SLAR 1-#5 CONT. ae a Unreal te isa SN N = o il e Ad i e be a t i n Ad d 5 PELTIION oh ' lYeVVi2 + 7 | BB . el a © it et | | br om | LS " Je PASE BRY2"x oe" 7 hes W/2-%e" @ A- BOLTS EMBED 2" SELTION 6CALE: IG" 21-0" ' a i x ¢ ° ; 3 e > $ ~ ‘ 2 é \ * \ . \ ta ’ \ . ow “Sy -4 hd 4 \ i Vx We rb =. Ld . — een r ~S o j e ' ie AZIZ > | ale | |Z BxF Bx%ve MA. |rer sects [UJ [2] elt Liw/e-Ye! 2A BOLTS eee EMBED 3" MIN. » / {7 Lo) ‘g' VA \2 Vio V B- LEE xNoxO'A!" SLAVE: Ba" = |-O" TYF #4 DOWEL CODE: STRUCTURAL NOTES THE UNIFORM BUILDING CODE (UBC) 1985 EDITION. LIVE LOADS: ROOF SNOW LOAD 25 PSF LATERAL: ~ WIND EARTH PRESSURE SEISMIC 80 MPH, EXPOSURE “B" 30 PSF (EQUIV. FLUID PRESSURE) PER ZONE III LATERAL FORCES ARE TRANSMITTED BY ROOF & WALL CROSS BRACING TO THE FOUNDATION OR CONCRETE SHEAR WALLS. FOUNDATION: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL OF 2,000 PSF BEARING CAPACITY. EXTEND ALL FOOTINGS A MINIMUM OF 1'-6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CONCRETE: CONCRETE f'c = 2000 PSI @ 28 DAYS, fc = 900 PSI. MINIMUM OF 5 SACKS OF CEMENT PER CU. YD. CONCRETE AND A MAXIMUM OF 6-3/4 GAL. OF WATER PER 94# SACK OF CEMENT. ADD PLASTOCRETE OR POZZOLITH IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TO ALL CONCRETE EXCEPT FOOTINGS. CONCRETE PROTECTION FOR REINFORCING SHALL BE AS FOLLOWS: BOTTOM OF FOOTINGS WALL EXPOSED TO EARTH WALL EXPOSED TO WEATHER 1-1/2" SLAB ON GRADE 1" FROM TOP ALL CONCRETE IN FOOTINGS & WALLS SHALL BE POURED IN A MONOLITHIC POUR UNLESS SHOWN OTHERWISE OR APPROVED BY THE ENGINEER PRIOR 10 POURING. ALUMINUM CONDUIT AND ACCESSORIES SHALL NOT BE EMBEDDED IN CONCRETE. | 2" 2" (MINIMUM) CALL CITY OF RENTON BUILDING DEPARTMENT FOR INSPECTION OF THE REINFORCING STEEL PRIOR TO POURING CONCRETE. REINFORCING STEEL: STRUCTURAL & MISCELLANEOUS STEEL: STRUCTURAL GRADE ASTM A-3 LIGHT GAGE COLD FORMED STEEL: ~~ LIGHT GAGE COLD FORME STEEL ROOF DECK & SIDING: ROOF DECK AND SID LLET STEEL ASTM A-615, GRADE 40, fs = 20,000 PSI. LAP ALL SPLICES 32d MINIMUM. PROVIDE ELBOW BARS AT WALL CORNERS AND INTERSECTIONS TO SPLICE HORIZONTAL BARS. PROVIDE 2 - #5 BARS AROUND ALL OPENINGS WHOSE MINIMUM DIMENSION IS 11" OR GREATER IN WALLS & SLABS. EXTEND THE BARS 2'-0" BEYOND OPENINGS OR AS FAR AS POSSIBLE & HOOK. PROVIDE 1-#5 X 4'-0" DIAGONAL BAR AT CORNERS. -36, F = 24,000 PSI MAXIMUM. ALL WELDS SHALL BE 3/16" MINIMUM CONTINUOUS FILLET WELDS USING AWS CLASS E60 ELECTRODES UNLESS NOTED OTHERWISE. ALL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED BY WABO. ALL FABRICATION & ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AISC “SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." ALL STEEL NOT EMBEDDED IN CONCRETE OR MASONRY SHALL RECEIVE ONE SHOP COAT OF AN APPROVED PRIMER PAINT. ALL BOLTS SHALL BE ASTM A-307 UNLESS NOTED OTHERWISE. SUBMIT SHOP DRAWINGS TO THE ENGINEER PRIOR TO FABRICATION. D STEEL DESIGNED AND FORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC SPECIFICATIONS. Fy = 50,000 PSI. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. ING SHALL BE 26 GA ASC SUPERSPAN OR EQUAL GALVANIZED COLOR dee PANELS WITH A MIN. S = 0.031 CU. IN. AND A MIN. I = 0.032 QUAD. ATTACH ROOF DECK AND SIDING TO PURLINS AND GIRTS WITH #14 HEX HEAD CADMIUM PLATED SCREWS AND CUPPED GALVANIZED STEEL WASHERS WITH BONDED NEOPRENE WASHERS AT 12" 0.C. (THRU RIDGE OF ROOF PANELS AND VALLEY OF SIDING). LAP SIDE LAPS 1/2 RIB AND FASTEN WITH #14 HEX HEAD SHEET METAL SCREW AND NEOPRENE WASHER AT 24" 0.C. MAX. MISCELLANEOUS: A" & 610 WT, PIPE RAIL BOTH SIVES TREADS € LANDING: RYERSON 1!2- W- 4+ AKATING W/ (" x /p BEARING BARS (OR. EQUAL) © SECTION y, SLALE: Gy" =|-0 " | TIE) NEW SLAB ON | | RAPE | 50% Bio" TOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS IN THE FIELD. VERIFY SIZE & LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF & WALLS WITH ARCHITECTURAL, MECHANICAL & ELECTRICAL DRAWINGS. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. z! 7 @© TOF 36"x 2" BENT FL 27 MA R C H 19 8 9 VA T E BRACKETS W/ oO" EXP BOLTS Aabee 3" MIN. %!x B" SIDE RAILS ZA" RUNGAS EQUALLY SPACED 12 TOP OF PLATFOKM € CONTINUED To TOP OF LADDER AT SAME SFACINA | LA D D E R 2" ON Z 2 Be . SF TO TO P OF r~ Yo'\ 2B," BASE IE W ¥z"@ EXP: BOLT. PLANNING iG DIV CITY OF Re 5 ELTION 0 ZLALE MAP 210" 7 Sa a S RE V I S | MAR 3 4 ECE] o oo i IS THE EXCLUSIVE PROPERTY OF. © COPYRIGHT 1989 ALL INFORMATION ON THIS DOCUMENT | HARVEY R. DODD & ASSOCIATES, INC. © DE S I G N E D 14 } , AL , DA T E @ JA N I9 8 2 AP P R O V E D CH E C K E D (2 0 6 ) 68 2 - 1 5 0 0 FA X (2 0 6 ) 68 2 - 2 6 2 3 oO N v Y fo) 2 @ o ra O - 2) < J. ” < > iT and i - < Ww ” 6) 2 ae D in Pl oe sf 5 4 o4 No nF < 3 a8 a> O AS iB 28 > fe < ir 82 0 MI N O R AV E N U E NO R T H SU I T E 20 0 ~~ ®e oe “eS a, oe Up, * 20 onl “& ‘ ? . a ° ' gis em %. > 4 [8 <¢ he = teat ,;_ 343 Qoek ofS} 56 SEV. CFS 4 ERP °F 2 0, HI ww Of % “y “e Sf 9 g a ale ad oe Z§ XY) GF ata, Eggs BZIP Zw OPTS MA C H I N E R Y BO O M AP O I T I O N ro k BA Y LE D S BI N D E R Y PR O J E C T op us ¥ a ee a ll ll 122525 @ a) E20 o"s Io" Ww, by ) | lg , 2-94" EXP. BOL A" x Bex \“ZVe' W4 COL. ABOVE. “| MAS o | W'7" MIN EMPED W5- 94 Y BOLTS REF 10 SHEET S-3 & 5 {ls |. 2e'4! #10 SCREW E202. , Z = — ) a | 1? PENETRATE EXIST: RIB ZLOSURE 2 S a iz gL 4 ! |4-o" | “ot ) 7: is <F) ie 3 = 5 " z si: " j 7) Wie jo te aol! ato" tet ato" Blo" BO, | ) a (8 |3 [8 |& ak VERIFY VERIFY 35 FIELD WELD Ho ; Nees At a | Z | : PROV IDE 45 | , DPTIONAL Her : Cex HERE Se See Aaah = | CONTINUGUS ° oe — PRAMINGL\, | g AA , c ) _. 4 | WEVAE SUPPORT \S) Voa { 1 ee _ \ Bete if Ata wes’ | : Wit CO | ee A ass : A an CYP ROE i. ia" E. REF FIELD WELD V4 KA. | eo 26 - Ni WI9x22(2 oh ieee ll 2 | all TOSHT. 3-2 (OPTIONAL DY? MAKE TOP 2 BOLT | ars (F)4 oe _ : eee ey Bea eo 7 eS | HOLES IN STEEL METAL KOO ae wm 22s | | ee L | i + a aS | ) PLATE {"" x, PENVIPE DELK | > ew o —S | — 4 Bah ROP i bt YS a | HEAVY CUT WASHERS . BS | | | 4 | BRACES|\. L Ie | | cae | | FOR BEARING NUTS api a4 EXIST WALL < = ou || @ePei™. /—; (= Ta Loe erek a 3 | | tp ‘ i v wy N Po ‘ 3 OF §s —4 {4 13 i 4 NT) i weed i y Eat @) = © es CUT No WIPE Aa > tad) ee OT | ef =) | . vee A eth 7 {| |AetiNeeam BG | ~ | Ya en, alae EXP BOLTS ped Bo =e a" dp — bs bianca io = TYF | | re a Pi ZA 0 / |ARE GNC < Z, ui BRACING 1 ROV BRACE = UN Wia}_——_“ a | WS-¥A4"D EXP / Co 4 KOV fe Pl4xalexelo w/| ! . | BOLTS, EMBEV } . 8 * 7 | bd 5 YY ly yc Sy L INSPECTION REQ'D i _ ey Q 2, fd | | EXIST A.L.24 , | POR THIS ZONN. en ee crm am aN je toolac: A | ZB OF » W " : LBxaxNeo| EXIT COND SLAVE (2"= 1-0" SLALE:Wg"=|-O" BOALE! \/g"= |" 15 4 a « (2 (Baer FT sn anine'e! 4 gs2 | AZ A \ ay bal s ; HANAEK aT \ vor aly" OUTSIDE FACE OLY PHO F a ' 6 izle \ @GRID'F 2'\q i 2l4xs DEFRAMINA | Otko O Zz 7 COx 8.2 , EXIST. DFHOWN | f 7TIFPENER W. 2h G2 aAkiP Pp red a= 8 © w _ Fl ex @gRID'B | 2 CZ" / 2-YoNe FO — pg ARP F rcOvy Mm 28 4 , f PILASTER | / , P| ae (pS pt 1.4 awh b »—o0 OACE “| Aes, mir ENER || | o=SOTM 82 ald I te : OF FRAMING | oy) | Yor - W4 COL, Saf ) | | ZYSLONE| SUPPORT | WA COL. WO ae ‘Le | ABOVE, REF on | | |Oy¥o FORT 4 COL. ABOVE. : kFOOO | O Lets - REE SEcTs | Z @ARIP F _/ / Wwe ON SLOPE ALT. A 1? PHT. 2-2 <xa0 ! ' al Ill | , REF Ht. 5-2 a la ll | , EAVE AIRT rjc O 7+ - Rr wes ee eave ait} Ww, REF ae ee eee [= | | ; Z | ty B-O" 1, Bo" Bo" 9*0" , 1A Mie CRAG E EAVE guar” — Xi A : | \ |W4, REF BELT | 4] FOR: 4° ) a my . Ze ie oe 6 Ker. sect [4]; 71" Il \_eeer ZONN. =o: /W ' ER 1] * y. a | Beaune RE SECT : Cie TYo WN i 7 “1 1p.5ai yan ca fe 4 | | FOR CONN. === feed -O/>" ¥ mH pe | - 1 eellad _ KOP , 12] # {13 | 4] TO W10 al 7 d 4 a i { |BOLTs WE LOL + — ais NM IAIRT. REFER TO Wile ae x Q aa i Kian We cL} —— WO aueset eva pane aw 4 TY | PHBETS AZ FAB ilageali =i ce ' x % S N NN fx i Se niite ae ae — Nugune pote FOR CAP ft is . S * - * a5 f/f Wo gl Ai MeV \—|24x8x0-! Ae Zi2'@ BOLTS 4 ZONN: ig | ! FAN / = Ha alg ° Mt ot See > i | Z PLATFORM PIR! Ea ON Bey , | | BELoW- te alSu SECTION |4}4 |4A A SECTION @ | SECTION ea | REF Ect y pai XIN x Mh SLALEWe"=1-0" SCALE: "20" BLALE? We"2l"O" § | < t 1X ley x Q f x | | \ 4 a ABOVE REF, : 2" W pig d Bere gi) WI; ON SLOPE : K Le , TO Ws . S er Yi" ; \ f ae () | WIOx12 (2 SPAN CONITINUOUS) ioe puteiive PACE 2" 2! " OR PLAN ya y—|wi4 5 71d somes ee 7? FRAMING “Tr wie 7 ) iF = 5/4." on} om —— a ; W4 CP Las | | S | Ye" BOLTS Ro OT BEVEL WASHER, ABOVE. REF du N \\ ay Air Ado" \ "ae Be FIAT WASHER TO GH. o-3 d Z SENG ALL DIMENSIONS ARE MEASUREV aa | poe | NUT : | > 9 WA S _ im » “i naecneate HORIZONTALLY (NOT ON THE SLOPE) | A b Hirtenx tpt ster L4x3x’4x oe" | Tre ! | EAVE GIRT S Dy\ (‘DX ROOF FRAMING PLAN FN B06 > (+ Ay 10% W/ ROWS | | Gy ce hy / ZLALE: Baro" A\O XY ha) o BOLTS : | ; o . ¢ = 7 Lit [ad BRACING 2" \. i . an & | =} ROVS- OF FSET 4{Wl4 \Z 4xBx4xoleye" Pi $2. Qo 10 LLBAR — BA. SIDE ", zpu ke Si WE COL | ms: 4 |%8" SNEFENER \ | ZKOWS Za! Y BOLTS 4 f BN \ | ow aera <4 BAR & FAR SIDE —W18 a8 zZ & : B02» = Ny Ni WA | lJ K CAP Fe /2x Bx y Gj + \\s \ Pe Vv 4 iL w4-%" @ Bots - _ = SEZATION [7 77" PECTION 6 ZECTION [91 3 | SCALE: Vo"=|-O" tT SOAVE: Wa"2O" BCA: Nght" <I = $ Ag HANAER 9 : | =| V4 f+} —+t priv WAV " Hd| iE J og re v , = A e ae | a et A 7 i ae ai a IANA TOR BORED BLACK) Syne Ox gt } aage f= EV Avex !e! ia rN La “ | VERIFY WE@UIPR to Ss } #aLl ¢ A] pot ELANGE a 2" eer iain _— = : | We 2'0 BALTS | TT att S Nn! lo u | ‘= = ” j 1. uy ; . Ele ron 5 on BITRE 1 ea TR fy CS We oewe ai eee vines a pr + RUN | (P- 2. “ | | { Se pp Ye, Ve LLEV rant PASS HANGER KOV ay 4 Y ib cx IO! BE wit VONN: IN on ee { : WA PrN” lo - /, VTHRU PIPE STANCHION "gap _/ PY, VAY " | 2 5 = | | wt 4 Bie! ep | 2401 (I0| | | | | XY is "s hos 4," Z v; ‘ fo a ee oan : < = AXE xb" W/ | WS, REF = |i l | W4-% | pot V KIN] = Wy" HANGBR ROW 4 EXTEND LAprer | (S) = 4 2-5/3" BOL pe Yl” | BOLTS a 1 Syl GU esae Fe: VS! =e) theeap BA-END 8" | TO NEXT ~L_£ a igh) BOVIS | —\ beer el iy stay fy eee NOS , } bal | 2 | 4 e 19 rey Ny FAN LNIT WEIGHTS] NS > da, Sh TT fj) REULAR RUNG ar r@ | — - >, —— - ep — - 8 7 t- sy / |FOR CONN al ey a OCA = B40 * 0% & = et mele P| STANCHION # [SPACING iy | te ee pr nr N A ~ / ~| N . lo = ie as > “ } 4 | ZA || I PEYINP 2-e!' - b it } | Pee + ---4049- Z|. -je-of}- | &=2700 * | | = li EX|lOT KAILS | | A P14 5" o' ey = Neve | aires Ht afe | 2A SH YN | |aone. | ete so WT | ABOVE RATRORM Wwalwpots | i ! “Bp 1%" | CYCLONE MAX JAS | Y Zi bo -7IWALL & “yl alt PIPE REF ES im : ; 4 Ny Ty | . [LE FORCE [Pe EX Tl Y |PiLAstex en —<ryr | i sf] : TaLs ot Fig JINGLUPING ay ors ae ei 4 {ie NN) i | 2 Vv | ID i TN hI {- ra > & Wi4 — OF QF [LATERAL LOA Inall = | | AR |APPROX.cACINGS a Sr ee | Ou. eee | lal t a } <— | g [= lo7* ities J +8 | HOWN OORONTE Pe 5) |"o'xS"ConT 5 Cb W274" aed A $ $ ieee ¥ “2 , = =" 6 evo 4 WW Weauecureer fl VAMGa a EXE OTe | fee rh aT hig ibe ee rf 3 Cat an | Po iF IREMENT@ =| og" il AT STANCHION | CHCA) OG | \ ed na aoe = NN r a —tb.+——-——— - => qt: + | LAnbA 1 a.a.! | BASE fb's) J Nae 4 ee O ~ — we O10 Zl folo} gif | Ry) ; (RE AANY | |_| Yo N32 YP@ ALL AN Ps —_ | Bynes niviers ‘ | a : aN TPS | AL ZoNNecT@ cs. | yxy di °F 1% A118 SUPPORTS Woven ng 4x Sexo" Pest Avot reno ES yea tp | —— END AND ATEA.\ fp | (2B,REF F maces. ee W/4-/2'd BOLTS Viel. AY W/7-5é! ‘oa , O > PLACES (OPEN | MEMBER aN _— oT. 9 1 — Papas W/M.|. BEVELED re ax Ht x4 fe eu MAR “31 1989 | CIRCLEG) | ER OPING WITH IN nok LORI Ws WASHERS ieee ot chine | 5 | I- op" BOLT > \. ERO : Be Dg i LYLLONE SUPPORT ANCHOR BOLT PLAN 2 Vie NRE sAntcla. of? ok , LONN.-REF IVE | — o NX LIB 4A WASHER FSB ig BATE WR \ Let |22x2x14 BRACE SECTION ld SECTION [I ‘ a nn) SAG ON EZ ZOAVE! Wg" "0" NO 4ZALE - DELTION | SECTION 4 AAe EE \ SOALE: 4°= 5LAL Ee: Bais 7 SLA Le: a=|-O" LLA LE: Bane Loar RS ee 2 At Fe B ‘ s. ‘ i eae ae) ee. a Pee eee ee 2 yee ie ee. ~ - 122525 OUTSIDE FACE OF 0) PC. PANELS BELOW o ~T) ” a Ai} 28-4" ig FL | Qh ee 99'-o"' : | TAIVE FACE il be } t nf " ye oy ied ~~ 7-Ze : wt 7! 24 a 7nZ — Z- ZA 4 bi PN aN FRAMING et DUTSIPE W4 COLUMNS WE x 1B YD We x24 BELOW ! Sle sace | PACE OF Vy alll cel 7 , . | PILASTER, , F4Axl-O'SR, | PE | ‘ So IM. \ @WALL CENTER /e'S 2ov ) “\) de |WA COLUMN | |\é10° Y <, |BRACINGA PN a a a4 . Pin, y, a MN) ‘Or : St WS eZ ie ~ <TH x ip /0} N\ TOROF \ : | —_¢ ¢ L Lf Wattk CON = it ROOF x 2 : <| | PARAPET + + _3 Ba Zi vT t t t va ABLN Pa > Bs _ Q —_ ae ~ 3 = 3 3 ) 3 al nd : “(4° HAND | — --- =} Rae et : Zo i | WAx1i> @ EBAVE W lox COLUMNY | VY | | Pa oa WA URN —H\y— | vy, we \L 4 ul Lh vy ) 4 Hr gt u 2 in| eal] “a | FOUTH ELEVATION @aRipg EAZT ¢ WEST ELEVATION @ 4RI27'D's'F “y| | Tae BAe | SCALE: Vgll=ll-o" - 2ZCALE: VB =S< ON ae Mart A] HAN? 9} 0 -) ROOF MOUNTED 3 | HOWN N 3 ahi And all 71 ~egrnm LOLVER PANEL 4 eI | y as . 4 wa i = | + 2 _ _ NH V2"3 WEEP HOLES @ oe _Z NVA GALUMN RY \ al 06.8 WEB CENTER _ j BELOW a iN |@ PAGE " cur \ OF WG § WES aw, “ x ne > TO W4 La , WG CONTINUGUZ FROM > 0) | | SIM. CTY ARIS "TO "FE" (WS CONT, ' V4 - _, | : iu a @ SIM. SECT.) \_\W/4._. 5B"'6 Bate (P) CLOLS " Wx 24. CONTINUAUS Kn CLIP, LBxBxZ ‘oxol-4' | < ELOW) + aN EACH SIPE OF W4,WITH | TNs CLiP\ 7 UN 1- YO"B BOLT IN EACH Ny TO W4 a Tor LES 44 BELOW AGC PACIFIC HR-3G@ Z2GA. / A] CS | PANELS APPLIED NIERIZONTAL LY a ame COLUMN We | | LEAN Ne : a COLORED | 7 | | | NOTE: ROP BRACING if 4 == , ee) a ee CLIPS NOT GHOWN Air ep leatee / = i FOR CLARITY BAN atl Tax | aN 1 | ~ 7 |W4 COLUMN _f o / ra BPR) ee 1, IL. ELEVATION ! SECTION L SECTION [2 | | SCALE: Basel! SALE: lgl=ll-ol . | | g ZB pe jue cou | = SS ns YW 4 cALUMN eer Be Va ZOLUMN BASE (By - a — -- ——_—— -- 1 __f-—— <4 Alla COLUMN BAGE PlexSlax | All iL2x ae 1g Az x0'-10" [FT We, US [I] W/2-78'6 VN Y2x4"xO'-4" EA @ WID EWwig VN BOLTS To W10 as cave A | | Wee Rarer a OW4 gry VN ores Sv ROOF SCREEN FRAMINA FLAN & om) [A ay [yy Peete | [Reem Peek CALE : Wa=f!-cll Soe Hl ? ‘i Vy, Lit ROOF PECK i F ! | R A : | ; | | VON Gi | | “we i | WI2 Yt 7 | [METAL WALL ZIUP | | a | A} | SEE GHT AD il _ AIST fog TURNBUCKLES 4| | i j Tak A? REQUIRED? I | q | Pt x 5 « AIST REE GHEETS i EPI = HI \ i ha 7 ~ TT ees x CTION FA ZECTION [S RN fo GHOWN OR SCALE: BAlel-ol FOALE: Bl=all-ol MS f ROTATE 20° | / BRACE CLIP CLIP TO V4 (TYP) Sartw A LOCATE @&. CTR) COLLIMN : MAINTAIN KOoYv FB"g EFOxY BONVED anes "DP" e Nei STN ALIGNMENT ANCHOR BOLTS WITH _ Yo THROUGH MIN. &" EMB INTOCONC.. J FON GOL. CONN, (VP? NOT UGE ene | Car RGRIDE A td : TYPE ANCHORS Wes ! s | H i Z / ON AL j _ eo | Vues J | , | TF : -G lle Te aoe jaa = <4 LN | |NO2 ZLEVIS WITH t fa | 9 A UN Ming 2's PIN (TF) J d 4 \) DPRIZAL ROP BRACE CONNECTION AR-OUON WZ SCALE: bl=l'-e" EXIST. CONCRETE WALL ¢ PILASTER | FCT ION SCALE: Ible=ll-oll ~— DR A W =e Ne e DE E L SO N OA T MA R C H 19 8 9 A we oOo ™ NN. 5 "ZB Rov i re © . N 3s BRACING g : : . | Ee Pas a Sa ‘ “ TOP OF ZaS A ZF ri x! [beet i: is | 2,7 “SI re <¢t y 4 y A : = te EXISTIN Fes. ui a CONCRETE PANELS s x Lu ~” NORTH ELEVATION @ GRIP! 2CALE: Vell=1!-o! II S SO N SO O ee - BE aa cp s ee r i e : el l e s an g e n te oo n i \ } N ts , FECTION 12 SCALE: ZA= (=o TOP OF RARAPET @ ARIDS "Bs 'F" aL. ‘. eg 2 Lu SHY «Kd x0-@! 2 > < 2-%e"$ Bare co ZN = : a 5 ao ” CO N S U L T I N G EN G I N E E R S HA R V E Y R. DO D D & AS S O C I A T E S , IN C . IW-4 COLUMN COLUMN BAZE x7! x 01-10" w/2-36|\¢ BOLTS TO WI ROOF peck / /\. OMIT / LOUVERK [~~ FANELS ZECTION Ig ZOALE: 3gl= lon EQ U I P M E N T 2C R E E N ON KO O P CO N T E N T S — AWN BY (\ Vs Si ~W ff Vit x . . WI Hh -=¢ i uO 3 TLAININ; ~ S CITY OF REN ii, O < ‘ NY MAR 34 tog9 |e x ECEIVE me T Tf , ' Lil ALL INFORMATION ON THIS DOCUMENT If w @ IS THE EXCLUSIVE PROPERTY OF fT x HARVEYR. DODD & ASSOCIATES, INC. [| » © COPYRIGHT 1989 ENE |