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13500 SW PACIFIC HIGHWAY <`rM. '.b A Y WEATHER PROOF - - - WATERPROOF -EXTERIOR OUTI FT .' •fUSh 2UTTON O BUZfEee - 4'X8'X3/4` PLYWOOD -"PHONE BOARD ELECTRIC SYMBOL LEGEND �,l1NljOL DESCRIPTION MAN1IFA"SURER I SWAX POIJE wNil Sl11fR?f - 20A-12%- OIIIET TWL CAT. D I D NL D U Raw tnD. 4A" AF f. I I I I N $ iii unarms arMe�r�alc uor� to I I LNm N o SEww JII nuN OW FUR COMU OWATKIN ( � IwsTAuV1_ooMnr r/ wu wwE, sn,o aeon cnjo. R 213AW-12W !t tt3 alauliD.Ic 'trE DuwEX F4XV fA= CAT. m FLUSH YTD- 10' AFF- 14 an"N"Gi m mY Now fQllifr -1 �� 20AMP--12811 (lEyi� 616 M011lIArMG TYPE &0ta 148"fAULE D D p p A f�cwup off- 5� . FLUSH WFl i ' AJ.F& oTl+��lrsE MM. / \ \ \ � I �..�-.�, 12 �o"=w.is"�"�""'"�eo►�cfli,c°uE� aO0N01�'iotlw. � —�-_ \ \ t, NL No" fc�oi1eWw `��,f No � of oAT / S4 ELUTE' ROOF D U n $ DR EDRAi1D0 00. \ \ PE14ETRAT ION. 6 n2+ m JD"x30'xJ/4' -- -- ----- 1 l PLYWOOD T(7 OC3>' T60-70K C MIE 0.0CA7F e' A.F.F.) FIMENIM PROrI�X 84' AFF � STUB 1' -i O TO BOTTOU AT DUIT120" FF. WALL /PANtL f ANEL SOd" / IP*JMWTTER MMUIR£4 120 v OST 7 Im ( AT r2o' AFF. +lA• - • • • ( iwy 0 TNERIIWW - T-7300 DIGITAL SEfb%= (No suesTTTvrims) HONErVA1t T73w I .120• ORANGE' RECEPTICAL ( ) AND FACE PLATE ,ARIanaN BR't - S� AS W�IIM�D. - - +88 �n ` :�`,-_' ,���� ,-- • +88• -- - D U �p A ® vRo�CLO FOR DffE WR SIM W/24 Hl" DML TOPS% 1100 s u&,s 9MMH .AMS FM EACH DIAL) OR Eoum4jx! 6-'U' OUTLETS I+46' .te 0 DUPLE, STANDARD — -- _ DUPLEX JB'S FOR �.�. +18• Tf,LEPHONE/DATA A , A mnR_Pww Rm W� 70 w� / 17si-e .' STUBBED OUT - MIDICJITES HOME RUN M i9OlATE1J 1Z CU) TMMI.�II�N DOIDIJtT. •t8• �,.�`` � p 1e• ABOVE COILING, / D D U Q%MM �UMD FOR rc, Posy TIC TIMT DMK'W01'R ONLY I tNi �� J F.I Y. Luc ki + �'^ 11`^ tilAUZZF_R ► LEAVE PULL N ,+�- A � tO1lIIJST FANOSTRrNG. 0*6� � :� . . .+96'.� lYFlCA( OF 4. p wwmWOMIL .rte E1ECIRCAL FAMELELECTRICIMI SHALL \f'IY +A9 IUL.NTIfY c+i / JH & CONDUIT DF.DICATEDI \ — DRKOMNLCT SOTM - TYPE AND SIZE AS RM'D. --- STUN ABOVE CEILING ISOLATED GROUND C C \ 1C C C I - WTH FUM A3 CAUM FOR ON W/PULL STRING CSU l(F.TS I a ORANGE REPLATICAL WITH ORANGE AND FACE PLATE RLCEF'fICAL AND rAl FACE PLATE. PHOTO EYE l�` 1 E=- T[] CHIME SEE Fum m ff DESIOI GtIIDEI)IES. CEiLlNG MOUN� D ° " � D D� �IGNTING SYMDGI.. LEGEND �^ SYMBOLMCL TYPE LAWes DESCRIPTION IIANUFACTU E 1 6V., I2W BATTERY TYPE ElE71WCY Llaw, `AL1. HDMTED, DUAL i.TTE ML-4-P • U� n �^ C ILOOIIS 90 1@M1TE O'ER,�TD]I, TYDI FLED LEADS, Ok LITHUNIA r ►�~-, I D D p D LED E1QT EXIT LIGHT, i• HIGH RED LETTERS, snaas FACE WITH , 00 PRESC.Ol1TE JB'S A, B, C, D z 90 xwrE EIERCDNCY BATTEJI'Y, mv, D�i't1T EX 1-EN I ' MOUNTED ABOVE CEILING. � 0 � � 1 n� EACH JB HOME RUN TO PANEL ti I J -- ' O IN FMT WITH LOCK OaT N E4CLI 6V le1l 90 M3NJTE IF1El�JE 1ATTERIY l= WJdM LITHO" IlptfT pREjE l► (gyp �- +98• z DEDICATED CIRCUIT BREAKER. z FLIDl 1 BARE LIMP TYPE, 4e DCH ' �o " -"�" 4 SP%4e/ 1.20V. MSS 'p. E1 E crFa 1C BM.LART, NM LIL-ITMC A fin- "s 1 o DOUBLE ARROWS INDICATE o DF.DICATED/ISOLATF.D CIRCUIT IN D D " D D -- OR EQUAL C248--ES SEPARATE CONDUIT TO PANEL �, SERVICE HATCH `--, 4 i8/ SAM ��.���ASTb E� , I�cI OR EQUAL t A WITH LOCK ON BREAKER. _ r- �7-' i = 24"X24" rwrw1141 2'W RECESSED GRID TYPE - ACRYt..IC PRISMAnc LEms Lnm4A � �j n '80, 0 2 INV. MSS %F EMM''Y ?AVD G BALLAST,_ dip-Al, -120- �� C- D C G D 4 ruTo rx4t "4' WOES sn GRID TYPE - ACRYLIC PRISMATIC LENS LIrHwA D I211V. CLL= 'Y' 093MY SAvim &m.LAST. WT--4/O-m2-jm r....l C +88 s I H3etP WALL MIXA IED ENTW*tl LIGHT, METAL mmix LffHOMA 1. CANOPY ABOVE + UWv. M,ArimLLAM TO " I WALL M�JMM AREA LI%IT, METAL HALEDE LTTTIDNIA L PANEL /T�r'rL TO I LOOM I20V- PEAK-UAD BALLAST. TVA 7' PANEL , D D " 0 - "r ma. L LooN RSEC� mFrrT L>GiiT 1,►ITfI .IUMctInM BID(, THau /' D � 100 V. METAL HALI>E � TO CIPHO'OIIME E 180 V METAL HM.0 E WGH BAY - - HO" 3R EQUAL 0 CEILING CEILING MOUNT CEILifIG I 400 W FIRMOTIC RDIECT / I071 UPl1Ei/T LITIOMIA r' ul +86, MOUNT MOUNT +88' �- �, HUM.E OR EQUAL L+J F•LY� ^ Q c _ OJ @J @J J r� LAS z _ LLJ CANOPY ABOVE �� ( x SERVICE HATCH 75W METAL HALIDE DOWNLIGHT V1 CL d JB W7TH 2 CIRCUITS TO TIME CLOCK IN T GRC 24"X24" THRU CONTACTOR TO TIME CLOCK AND PANEL W-RIFY SIGN RFOUIRMENTS PRIOR 10 INSIALL.ATKIN PROVIDE ADEQUATE LIGHTING IN PARKING AREAS WITI-f 20OW uATE: FEUR , ME IAL HAILIDE. ALL LIGHTING SHIELDED NOTE: -- TO DIRECT LIGHT TO GROUND. 1. COMPLY W17H THE NATIONAL ELECTRIC CODE, NFP470-2005. DESICN: MIN 5 FC ON PAVEMENT 2. ALL WIRE SHALL BE CONCEALED IN WALL OR ABOVE CEIUNG IN EMT, IMT, OR GRC DRAWN- I;1,+,. Electrical P 1 a Il EXCEPT THE ENDS OF RUNS NOT TO EXCEED 1 IN MC CABLE FOR LIGHTS ONLY. Lighting Plan CHECKED:_.- _ - 7 3. ALL JUNCTION BOXES AND WIRING FEEDING OUTLE^S FOR TINT EOUIPME'+IT, Fl - Scale,_ t f 8"�1 ' - Scale: 1 /8"=I ' COMPUTERS, VALENCE LIGHTING OR STORE FIXTURES SI'1ALL BE RUN OVERHEAD E� - SCALE: WIRING UNDER THE SLAB WILL NOT BE PERMITTED EXCEPT FOR FFEDERS OR WIRING TO EXTERIOR LIGHTS AND SIGNS. 4. EACH COMPUTER CIRCUIT SKQ-L BE RUN IN INDEPENDENT ISOLATED CONDUIT WITH '- SEPARATE CIRCUITS FOR EACH DUPLEX Oil JUNCTION BOX. THERE SHRU. BE 3 REVISIONS: SATELLITE ROOF PENETRATION DETAIL INDEPENDENT CONDUIT FOR COMPUTER;: THE. POs CIRCUITS. ACCU?JNTER CIRCUITS, 1. NEW ELECIRICAi _ AND NETWORK/MGRS TERMINAL CIRCUIT, NO OTHER POWER %4LL BE RUN IN THESE 2. ADD PANEL t30; tl� 3/4' CONDUIT. DUPLEX FOR COMPUTERS SHALL HAVE ORANGE PLUG AND FACE PLATE AND - Pvc SHALL BE LABELED WITH CIRCUIT (POS, ACCUTTNTER ONLY, MANAGERS TERMINAL ONLY, NFTW IORK ONLY). :i. PROWDE ONE UNE RISER DLAGRAM AND PANEL SCHEDULE WITH LOADS. ALL _-- SEALANT 4X 11i" a� PANELS SHALL.. HAVE TYPEWRITTEN PANEL LEGENDS. !WU FACE ;HALL HAVE BROWN � YWOW 120V PHENOLIC FACE PLA7F WITH VIULTAGE AND PHASE AND LABELED TO MATCH PLAN � �~ C�Kix �.../ ANOROM PANEL NUMBER. ur 'Bf1LY BAND w4u TF TIEI�>o1I10A1[ �' fi. ALL STORE EQUIPMENT IS 120 VOLT SINGLE PHASE: ,41.1 )F TOP HVAC SHALL XmT MILL 'W is FOR BE THREE PHASE. °-" 7. ELECTRICIAN SHALL. CONTACT SW PROJECT ENGINEER BY PHONE AND COMPLETE A PHYSICAL WALK THROUGH TO INSPECT ALL Ov7LET LOCATIONS AND HEIGHT CL FIN) nn Plow PLACEMENT TO ENSURE ACCURACY WITH THIS DRAWING PRIOR TO THE INSTAUATTON --- D �"m OF SHEET ROCK. CoN►At`lrO�A' s w S. COMPLETE IML17Y FORM 0-12 FROM GUIDELINES WITH ELECTRIC METER NUMBER s�rTtRr -T AND CONTACT FOR UTILITY TO PROJECT ETNGINEER. ter- SJITQLIT[ CItiK.IE CPVAGER BY 0 SMS TIE 70 STRIICTIt:. i•T F1OOR SHEET NUMIiI I� ALL ORW I vlr�ll!r ARM LIQ 11iM Or ROOF M1VAW ONE LINE DMPRAM DEPE - 1 F MOW s Fahr NW WRI ftM w � Fa1R :aDE IML W11 raAEfnellfollRs ELECM C PANEL BOARD: NO SCALE �[ PtiC !� IN1rN AMICr ON OII1EAiDIR AIIp M/E1MDR F'!Ip'ERY bMB/llEilt M3' U MIM for Or A nMW IO OR MW AM WP# 4TF/IR Tac a 1c r n�c 1 ,.,ul r '0I! NO mm D�AE ftMf AIflBl/iE 1lY,MIG ELC2005-00105 I of 2 ♦-II r�0. a wtYx..lve�,t.'.,•R_•_•r.Y,'tlLN'MW'Ci. '813t�;'AM'%• .. aka ees G1J� :♦d4Mue'L'Mk► ,.YtMIiDI� a4.«,iY,k; !,A1Q'. _.:..,. �, _. -.._..._ --.__- ...—..-,. ^--_. -.. _._ C fi-�o IIIlIIili,jU11}IIU�,.I;�11lllllll+llllil�il NI1�11!I L'II�CII(Ilii, !;! Illl;llli 1111�I111 11111111 IIII�IIII IIII�II!�� I�iii Illi!IL I� Itll���'illl llll Iil IIIi, �•�4 '•I,� � k'- r� 1 7 I I !I4 i I I I:Illlll�ljnlllnlljlullllu�ulLl�ul�lu l I(1mm. cm Id I ! 12 17 18 le 9 20 2 22 23 24 25 26 27 1'8 21i 31C) 8I1 I I QIW111 111filijill lift MdNI t 1t3iS Iw�ji ♦lillI 1 Oi3 Ay 4 25X —71 i7 -�. - . ... ... •. • : : :.: ' : : ..+ r� ____. SP�C6AL INSPEC'fl�Pl F?ECitJ6REC� �` • . . • • • • • • , INDEX TO DRAWINGS stats q,.,�r1120Pj_ccura__�si cr�ity c, r✓ ►-- ••. ••• •. •• Cbr"Ote and keinfw»cing s5twi ` A-'1 TITLE.- SHEET do NOTLS (D • A•-2 LANDSCAPE PLAN / is instailed Irl Wonc.^Av �.. • ••• ••• •• _ I A-3 BUILDING EXTERIOR ELEVATIONS � .•• •• (] 63�yNai MolnAlnt#2oECIst►nQ Clur1oret(N,Fraena A-4 BUILDING EXTERIOR LL EVATIONS i��_ A-5 BUILDING FLOOR PLAN i O k4infwCing Stot.l & IM 4tv&e,sirlg 61"1 Tendons A-6 ROOF PLAN & DETAILS ` 0 � 1rMAaesra•I WsldinQ A-7 BUILDING SECTIONS ' �� G- A-8 BUILDING SECTIONS �-`, G��� 0 Nigh-StrenQlh(3oltinp A S,rr�� A-9 BUILDING DETAILS � �'' �N ►�^� ? 1 �L A-10 BUILDING DETA;LS � T � r I�tn+ctural Masonry P M l A-11 FOUNDATION FLAN L3 lteloforced GypsuM t6bgrVIO A-12 FOUNDATION PIAN DETAILS A--13 RCP & FIXTURE PLAN �j• ~� r d Inxutadin�LoACfiltli dn;l A-14 SITE & BUILDING [iEiAILS AT TIG' ARD 11jwsy�Appllrg 0`It`i1•i'tTISj%bVe Materials C- 1 i=L[CTRICAL & LIGNiING F'L11NS_ r d �t�inglM, �I:d�WetA.and Caielso^• M 1 MECHANICAL ,4 PLUMBING PLANS I SP-1 SITE PLAN & NOTES j; y •.r T I CA C C3 iiipEllu1rac;lr, . +�rctt;,Vdtlon and EititF,p Fob , r (� >l�ltrAwke�tA'b111rr11 E,:yctervllfoxv Sour, RPf -.3l'3ther MsYiecttdhs �, GENERAL -- - -- _ SYMBOL LEGEND N . NOTES Mf , ., `- -----' VICINITY Q9 FXIT SIGN -_ r, . HAh� r11 fJf�' HV MA ONRY NQI_FS, \ ROOM NAME ROOM NAME �l I SNOW I OAD A. SALES .+ND OFFICE AREAS HWY /� - - RGOM NUMBER 1 SNOW LOAD 2S PS►- r. CONTRACTOR SFIN_L FIELD VERIFY ALL DIMENSIONS. ENGfN.ER SHALL BE NOTIFIED OF ANY ��"•"�_ 2. SE)SMHC UBC TONE J DISCREPANCIES. ROC'M TYPE HLATINC AND REFRIGERATIVl AIR C(NDiriONI►IG EQUIPMENT SHAD BE PREFERABLY LOCATED ON THE J. WINO IONDS IBC AO MPF! f XPOSURE B ROOFTOP AND SHALL BE COMPIET£ WITH ALL RE0+11R£D CONCEALED. INSULAiEO FOIL-BACKED DUCTS, 2. ALL WORK SHALL COMPLY WITH CURRENT STATE, COUNTY AND LOCAL CODE SPECIFICATIONS AND DOOP TYPE REFER TO THE DOOR DIFFUSERS, RETURNS, GRILLES, DRAINS, VENTS, AND ENCLOSURES. AIR DISPERSION SHALL BE THROUGH REQUIREMENTS. `,CHEOULE SHEET I Sort AT CA CONCE&L,i DUCTS ABOVE THE SUSPENDED CEJUNG AND SHALL BE ENGINEERED IN SUCH A MANNER AS I. SOiL B£ARIIVG CAPACITY - 1500 PSF TO ALLOW COMFORTABLE HEATING AND COOLING CONDITIONS. RETURN AIR SHALL BE DUCIED AND THE 3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS Of' CONSTRUCiION. THESE DETAILS SHALL ALSO BE N T.S DOOR NUMBER z 2. ALL FOOTINGS Si-WL BE FOUNDED ON nRM UND13TURB£D OR'GII,W SOIL SYSTEM:S AIR FILTERS STALL BE LOCATED AT THE RETURN CEiLING GRILLE. USE LOW PROFILE UNITS USED WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE Of SIMILAR CHARACTER (SUBJECT d DETAIL REFERENCE J. All foo"NICS' SHALL BE FOUNOED A MINIMUM OF 2' BELOW FINAL GRADE. (OUTSIDE) WITH ECONOMIZER CYCLE WHEN (:UMArOLOGICALLY PRACTICAL, ARCH)FCTURALLY SCREENED TO REVIEW HY IHE ENGINEER) ANY CONFIJCT BETWEEN VARIOUS ELEMENTS OF THF WORKING DRAWINGS S� xx UPPER PORTION INDICATES DETAIL NUMBER 4. ALI DISTURBED SCII, SHAG BE REMOVED llY' HAND OPERAIION fROY FO01LNG EXCAVATION TO FROM VISUAL SIGHT. A CONDENSATE DRIP PAN AND DRAIN SHALL BE INSTALLED BELOW THE UNIT. A SHALE_ I E B Y rHE N THC ) ANN KTN OF THE ENE NF,EH iOUS E PROCEEDING IF ANY WORK - �� LOWER PORTION INDICATES SHEET NUMBER 4z NEAT UNFs. SMALL IDENiIFICATION TAG SHALL BE AFFIXED TO THE COLING GRID TO LOGITF THE PAN. PROVIDE UN£ INVOLVED. 9 Ix (r) UNIT uNllrss o1HfR,nsE sPEcIriEO ON THE DRAwiN i. INTERIOR ELEVATOR REFERENCE � CQNtHCTL 4 MASONRY WALL CYPANS10N/CON. _ JOINTS SHALL RE PLACED IN EACH WALL SECTION LONGER THAN A XX c ELEVATED WALLS ARE SHOWN SHADED I. ALL COWCRETE SHALL OfWLOP A MINIMUM 28 MY COMPRE,SSFv'£ STRENGTH LIF 4000 PSI FOR THE HFAIiNG SYSTEM SHAI1 BE DESIGNED TO MAINTAIN A TFMPERATURE OF 68 DEGREES INSIDE UNDER 25', CONTROL JOINTS SHALL BE LOCATED 24' NORTH OF THE SlOfWALL POOR OPENING ANn SOUTH OF UPPER PORTION INDICATES DETAIL NUMBER r SLABS AND 1000 PSI FOR FQOTINY;S. LOCAL AVAILAESIGNBLE CONDITIONS OUTSIDE. CONTRACTOR SINNED USE NA1UF?Al. GAS FOR ALL HEATING I/NILS, IF THE PILASTER AT THE SOUTH END OF THE SIDEWALL DOOR/WINDOw OPENING. CONTROL JOINTS SHALL 11CAR� LOWER PORTION INDICATES SHEET NUMBER 2. UAL OTE, FORMS, MIXING, PLANC ECI CURINGATION SHALL CONFORM TO LAff5/ VERSION OF ACl IT 1S AVAIiAHLf. BE LOCATED A(',IACLN7 (TOWARDS THE SIDE. WALLS) TO THE PILASTERS SUPPORiiNC THE STEEL BEAM D MANUAL. OF CONCRRf_ PRACTICE MIC SPECIFICATIONS. REFRIGERATIVE AIR CONDITIONING SHALL PRODUCE A TEMPERATURE OF NOT MORE THAN BO DEChY.ES UNTEL SPANNING THE 25' STOREFRONT FRONT DOOR/WINfX)W OPENING, CONTROL JOINTS SHALL. BE PLACED AT APPROXIMATELY 25' SPACING FOR THF_ REMAINDER OF THE BUILDING WALLS. �. XX EXTERIOR OR INTERIOR ELEVATION SYMBOL NEiNFORGMy. STF£I DRY BULK AND A REIATNE HUMIDITY OF NOT MORE THAN SOX WHEN OUTSIDE CONDITIONS ARE SS UPPER PORTION INDICATES DETAIL NUMBER �, v 1, AL1 RFINF0RriNC STETi. FOR CONCRL7F SHALL CONFORM iO IBC s ANLURDS AND ASTM A-615 DEGREES DRY BULB AND /B DEGRI.FS WET BULB MfJtE ShNi BE NO MEANS OF DELIVERY OF COOL 5. MASONRY WA.L ftTfNFORCEMENT MOUND ANY WINDOW AND DOOR OPENING SHALL 8E A MINIMUM OF LOWER PORTION INDICATES SHEET N 1MEBI R ' GRADE 60, AIR l0 THE STAGING MLA UNLESS OTHERWISE SPFcfrl£U ON THE DRAWING. � �'_OF r CARD J 2. ALL RLINfORCINC S/EEL SHALL BE :.CrjRATE1Y AND SEr�Aji y PLACED. (2) /5 BANS, ABOVE, BELOW AND VERTICALLY ON THEA SIDE OF CACH OPENING, EXTENDING A MINIMUM WALL SECTION REFERENCE rte' J. MINIMUM CONCRLi'L COVER FROM ;ZURFACLS SHALJ HE 3' THE THERMOSTAT CONTROL FOR BOTH FNE�ATING AND AW CONDITIONING SHWA! BE LOCATED AS SHOWN ON OF 24 PAST TLfE EDGE OF TILE OPENING. t�� DIE ELECrRICAI. DRAWING AND ENCLOSED iN A NON-TAMPER TRANSPARENT ENCLOSURE, IN ABSENCE � - _ UPPER PORTION INDICATES DETAIL NUMBER OF THE DRAWING, SHEHMN-WiLHAMS SHALL SPECIFY THE LocATION. (SEE E•-11, TEMPERATURE 6. MASONRY WALL REINFORCEMENT SHALL BE A MINIMUM OF (2) TWO /5 BARS 016' O/C VERTICALLY 1 h� LOWER PORTION INDICATES SHEET NUMBER , ulCT�: AND (2) TWO /4 BARS P4B- O/C HORITONTALlY . 1 STRUCTURAL SIE£! SHALT C!MI►ORM TO ASTM A 500 OR A 50;. NOTED OTFICRwfSf ON Pt_'NS coNTIPOlS.) - © REVISION SYMBOL NUMBER RELATES TO 2. STRLFABRIAI_ /ONES CcTIOstwi CONFORM ii ASTM A FDO ORA 501, SPOT S,'S,ZMS SHALL BE APPROVED BY PROJECT ENGINEER, ONLY iF ROCF STRUCTURE IS NOT A ALL MASONRY WALL CELLS WITH REINFORCEMENT SHALL BI: FULLY GROUTED ISSUED ADDENDA J. ALL FABRICATION, E:RC'CTION AND iDENTIFTCATION OF STRUCTURAL STEEL SHALL CONFORM 10 AMSC STANDARDS. ADEOUATE OR PRACTICAL FOR ROOFTOP UMTS. HORIZONTAL AIR HANDLERS PREFERRED MOUNTED 10' r ABOVE FIoOR. VERTICAL NR HANDLERS SHALL NOT BE USED UNLESS ENCLOSED IN SEPARATE B. . NTN-GROUTED CELLS SHALL BE FILLf,D WITH PERLITE W . ALL WELDING S►WL CONFORM TO AWS STANDARDS. 5. ALL WIDE FLANGFD BEAMS TO BE OF FO KSI STRESS STUL. MECHANICAL ROOM WITH ONE-HOUR HIRE- SEPARATION. 9. SPECIAL INSPECTION IS REQUIRED FOR AIL FUDR CMU-PILASTERS. ST£Ft B. STAGING AND R£STR00M(S) AREAS r-- 10. THE CMU LINTEL OVER TH£ A' OVERHEAD DOOR OPENING SHALL BE A MINIMUM OF 4'-B' IN DEPTH 1. ERECTION SHALL B£ 1N CONFORMANCE W/lN RISC STANDARDS. WITH TWO 7 5 BARS Of REINFORCEMENT AT THE TOH, BOTTOM AND MID-HEIGHT OF THE :JNTEL. 2. BUILDING COMPONENTS SILALL BE TEMPORAFIILY BRACED uNni. FRAMING MEMBERS ARE IN PLACE VENTpA'��: SHWL BE Bl' MEANS of 1.ow VELOCITY, AxIAL DIRECT OR1vE ELECTRIC-POWERED ( ) / ABBREVIATIONS AND BOLTS HAVE BEEN 'IGHILNED WRENCH TIGHT. 0EC;i4,.,'AL FXHAUrTEPS. THE EXHAUST FMIIE) SHALL SC SIZED IU PROVIDE AIR EXCHANGE OF 1.0 EXTENDING A MINIMUM OF 74- PAST THE EDGE OF THE OPEH'INC THE CMU LINTEL OVER THE 14' CFM P&-. SQUARE FOOT OF STAGING FLOOR AREA iN 3,000 TO 4,000 HEALING DEGREE DAYS STOREFRONT WINDOW OPENING SHALL BC A MINIMUM OF 8'-,T' IN DEPTH WITH FOUR SETS OF Two (2) v1 � /� (� GEOGRAPHICAL AREAS AND 1.5 C.f.M, PER SQ. Fr. OF STAGING FLOOR AREA IN 0--3,000 HEATING DAYS 15 19ARS OF REINFORCEMENT AT THE TOP, BOTTOM AND TWO SETS PLACED AT A DEPTH OF 2'-4' At s AV AeWslex k'IAJNG TILE UT 07; ort PL PLATE/PAGPERTY Uwe ALUM A�LM•NJM FD FLOOR ~ Ft LAIN PLASTIC IAWNArF r �+�N A CGRAPHIC AREAS. THE E-KHAU':T FAN(S) SHALL BE EQUIPPED WITH A SEILF-CONTAINED THERMOSTAT 5'-0- IN THE LINTEL, EXTENDING A MINMUM OF 24- PAST INE EDGE OF THE OPENING. ' tjr r,TEIVATr FEC nRF ntwr%" GANNET TIRO Plrw000 F. 1i3.��,.�`✓. N'=)T SET ANO IOL'KED TO SWITCH ON AT (g0• F), SHALL BE WIRED DIRECT 10 BREAKER, SEMI 6E LOCATED A Aocros P *L � TRF ,amt cAenEr I KYWOOO ; i1. AT MOTH THE EAST dr WEST WALLS PROVIDE CMU BOND SEAMS AT LEDGER ATTACHMENT POINTS WITH so e0/A0 neT FXXTURE vN PP�ssuAL TNLAnu � �r U' ' Pottwo N WALL 12' -6' A.1.F., AND SHALL BE EQUIPPED WITH BACK DRAT DAMPERS, SECURITY GRILLE, AND PARK ST I. THE SPEGF'rICATIONS, INCLUDED HEREWITH, AJ?f AN eV1EGRAN PARE THE SPECIECABONS, NC UDE WEATHER 'OLIVER. ME MAKEUP SUPPLY OF AIR SHALL 9F PROVIDED THROUGH A SECURITY GRILLE M'ITH (2) TMA) /'5 BAR`' OF HORIZONTAL. REINFORrEMENT IN EACMCOURSE OF BLOCK. HEIGHT OF LOWER t;F 9' 8V`LNNG Fut 11OOR PIR PIUNTto fLK'G SL'7Cgr1G Gr F1 OIY pUAHTTh ` • HFREIKAM, ARE AN INTFt,`NAl PART SAW[ BF CXECUrED A; TIIDlN;H SPECfFJCALLY MENTIONED IN WEATHER LOUVER, NCJ I()R-OPERATED DAMPERS. TIIF WEATHER LOWER SHALL BE W+RED TO OPEN WHEN EDGE OF BOND BEAM ON EAS/ WALL SHALL BE 16'-0' MEA`UREO 1'TtOMI TOP OF FOOTING. HEIGHT DF am ULK "iluM RAA Frcrrr A QUANs RD ROOF DAMN BOTH. cxHAUSr FAN IS IN OPERATION. UNIT S.`ALL BE LOCATED IN WALL 12'-6' AFF. W NORTHERN LOW'FR EDGE OF BOND BEAM ON EAST WALL Si ALL BE 16'-8' A05451JRED FROM TOP Of FOOTING, CAH CANTNUT rAiv GkvAN'rm RD R" DFIAI CUMATFS, WHEN REQUIRED BY LOCAL, C170f, THE MAKE-UP AIR STALL EE THROUGH A HEATED R(JOFfOP CAP CARPET Ge GRN, We Rfr.F RnN(CACrNG �. 'AND CCl/ ClrJEHT GL GLASS RM ROCMw _ r 1: At!. 1lr0li'K 4#St 1W/ERNES..SFB I,.BE,-1 OFFIC LEAN DE.IMT►► APPLICABLE REOwRISHING OF THE UNIT. 11. PROVIDE CMU BOND BEAMS ON NORTH d SOUTH WADS RAT STEPS AS REOUIRED To FOLLOW THE � �� < CLNTEHLVX GSM 0kvw.IZCO SHT. METAL NO Roux, OPLJ%w �� �`r� NOTHi FIRE M E PLA, TIDE SP IFICATIO OFUALLS ANO UAC111 COMPANIES RIRNiSHING SERVICES. SLOPE OF THE LEDGER AND PROWDFS SOLID GROTED CELLS FOR LEDGER ATTACHMEr:I, a,G CErwG c.P !:rPstlM ALAI NUMIun CLP CLEAII HOR ••LNSEr SC sou0 COW INC IN THE ('(,ANS OR SPECIFICATIONS 51fALl BE GpNSTp.000 AS PERMITTING WORK THAT IS THE Hf Aw 7'STEA/ SHALL BE StPARATE FRom THAT OF ME SALES AREAL. A CAS-FIRED Cr CLAAM'C telt HowD IUWpwVOo scr,cn scMcou'l CIN CO-LAM HC1 ,*IGHTNIE SMT %HCCT F N()T IN CONE"CwMANL'F WITH APPLICABLE CODES OR RFGLILAIX)nNS. CODES GOVERNING THIS WCMK CFfUNG-AIO:iY.IED UNIT IS PREFERRED, SiiAll BE DESIGNED TO MWN(AIN A TEMPERATURE OF 55' INSIDE IJ ALL MASOrIRY CEMENT MORTAR FOR THE CMU WALLS SIIALL BE TYPE S. WITH A MINIMUM ca CO-LAM Hcr HEIGHT sHT SHEET Fye INCLUDE, BUT ANL r/L)! LiMlIED TO THE FOLLOWING UNDER I.O(AL DESIGN CONDIITONS OUTSIDE, AND SHALL Bf.' EQUIPPED WITH A SELF-CONTAIME0 COMPRESSIVE STRENGTH Of 1540 PSI O 2B DAYS CONStR CONSIAUCI'ON I:C•atI Hl iarONfk SIM SIM'Wt � TfiFJtMO�'lAr AND LO%KEG TO SW11CH (MI AT 60 F. UNIT SHALL BE INSTALLED AS NIGH AS POSSIBLE. / ccwr CONTINuous r0 ,NSror ow•r" SPEC SP4-atCATr0N3 i ?DOJ (NTT RNAII(JW11 BUILDING CODE CONTRA/:TOR TO COMPLETE AN HVAC REPORT FORM. Coag CoaRIDOA mux WSULALON so %*Wv 2003 INTERNATIONAL. MECHIWMAI 700E D91 DOtawrrMEl,T WT 'N'�IR ST SR STAmm STEM (� ROOD INTE:RNATIONMIU_ PLUMBING COIF RESTRWMS SHALL BE PROVIDED WON AN EXHAUST FAN CAPABLE OF EXHAUSTING .a5 CCTe' PfTt sotIARE FIR�PP,OTECTION & FIRE R�$ TIV RATING h' UIREMENT r T� LAM LANINATIOR Sit) STEVIAGE - OL UaMETE rarRAw IAL LANrNATE Si oil sTortAc[ (� -.S � SW iYll VEIL S7. L_,_RGf'ERTY o,,,/„ o,,I,�+ lu+ LANr; LIG Homro•Erk sn •TELL. L 2003 NATIONAL ELECTRICAL COOP FOOT 01 MU, THIS UNIT SHALL BF INTERLOCKED To THE I.IGHT SWITCH OF THE ROOM. na tl•.FrtS10N uv LONG LIC "OW70YrPrCAL. STAUGr STELLA ( IiJ 2(0.11 INTERNATIONAL Fft COD. eQRTA0J�_F7RE EXTIN 11 o'SP oISPEKsrn LCT *or LICIT WQGHr SUSP susPENDFil ON OCMm MAX MAXMIUM RLL ILLEPHONF2003OREGONOREGON LBC TIIF HE•1TING/COOLING SYSTEM DESIGN S.YALL B£ THF, MOST ,F,CONOAMICAL AVAILABLE ED THF MFA AND t, THE CONTRACTOR SHALL PROVIDE A PORTABLE FiRE EXTINGUISHER WRH A RATING OF NOT LE-,S ! on MEL" MFCAANJ%;AL TEMP IFMPOAAAY � (� SiM IiCDQINUtp S1: WY ort~. ION MWIMUM Tac rwcN _ H AMERICANS wint DisABionES ACT USE Th - LATEST ENERGY CONSERVATION GUiDEUNES AS DEFINED BY THE LATEST EDITION OF AS'HRAE. THAN 2A WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING (iN THE SCOPE OF ,-� _-` '� -_--- - oEFG DRAWING M,sc M15tELLANEOLJS Tw t"`Cx WORK AREA) DURING THE CONSTRICTION PHASE.. q DrvR URArtA N.c NOT IN CONITRAC• LION UNLESS 074f"S[ NOTED FA FAM NO/11 NUMWR VCT VINYE COME' V104 Till THESE PLANS AND ALL NEW WORK SHAH COMPLY WITH Wf OREGON BLINDING SIA10ARDS CODE 2. THE BUILDING OWNER SHALL PROVIDE ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED 8Y THF. FINE u raPANSFOFI JOe1T Nis Ncrr To SG1Lf vO7T vFRrrGAI FOIMVA JFd ALE STATE (X OREGON CCR AS AMENOLU MND ADOPTED BY WASH►NGTON CUUNfY. DEPARTMENT FIELD INSPECTOR. rLrCr ELLcrA'rx oc aN cfFRER vrsT VESTOxE r- lMl z-+ IV�'!?ET F NO i FS: Frra ENCLOSURETRKAL UO a CIN 00y{Awy�[[TFII VrF vrle.'Y w cT1D '►7�I Eo rOUAL Orcl CONEA t7MeeS►r[O w/ MIN ow W O ►+i J. FIRE EXTINGUISHERS SHALL BE PROVIDED FOR EACH 6000 SF (MLAKIMUM) OF R00►' AREA Ew Ewa wr ccu,rAAcroA wsr,ri!uo wTr L�1 n•c rUCT 1•AIUt OOOLFrt OP•,r. OPFNNG w/o wlrwrMOUT Z � (JJ Rf.OLNREMENTS Of COMS AND R£GUTATIONS SHALL BE CONSIDERED AS MRNIMUM wHFRF r.'nNTRACT 1. C.ON',LACTOR SfwjU nfLD VERIFY AIL DIMENSIONS AND REPORT ANY DISCREPANCIES IN WRITING TO y/C�Nt1N �P - N. S. ac LACHEXISTING �I �M'r wcr *9 Kit LLJ a d DOCUMENTS EXCEED W/U VKILATINC CODE AND REGI/LArION NEOUWUME'NTS, CDNIRA('I DOCUMENTS THE ENGINEER. FIRE 8±E51$TIYL CONSTR�f�j1(M1 -�l ETR E>,RrmG to ACMMN 51111. LAKE PRECFJENCE. WHERE CODES CONFLICT, THE MORE S►RNVGENT SiiALI- APF'I.1' ^ 1. REFER TO 'PROJECT rmw ON THIS SHEf-T FOR THE PIPE OF C(u.S1RUCTION TMS STRUCTURE • - 2. NL +'ONSiRU, TION SF4ALL CONFONM TO STATE AND LOCAL BUILDING CODE- REOUIREMENTS. ADHERES TO. ALL PENITR1riONS THROUGH RATED ASSEMHLIES SHILL BE FIRE-STOPPED BY ONE OF AU RE-ouIRF'n PfFFWIS SHALL 6E OHTANt+IEG FROM THE BUx(IMAIG OFFICALS AAAO THF ,(Xa1 ETRE THE FOLLOWIMVC MANS: MARSHAL BEFORE THE ELJILD)NO IS OCCUPOD. FIRE DEPT APPROVAL SHALL TIE RFOUFST",FD PRNJR J' ALL 'IAF` CONCRETE SHAIJ fit A MIN. OF 6SK MIX, WITH I. 4()M PSI COMPRESSIVE STRENGTH 028 QAYS, F'.ACED AT NO MORE THAN A 4' SLUMP AND SHALL HAVI I,% ENTRAINED AIR .Its. DATE: TO FRAAEIN(: N,t51'FCTION. A. PIPES, CONDUITS, ETC. PASSING THROUC:1 FtALFD WALLS. FLOORS, ROOFS, FTC. SHALL HE PROJECT DIRECTORY FIRL-STOPPED WIN A UL RATED FIRE STOP SfALAN) IN ACCORDANCE WITH THE' APPROVFD UL PROJECT DATA DESIGN: DML J. CONTRACtDRS/SUACONTRACTORS SHALL FNLD VCRIf1' All LOCATIONS, IXM/ENSION5, AND 4ACIDOTING CONCffElE S/W.L BE A MIN. OF SSK MIX, W7fH A JL700 P51 28DAY COMI�HIE.S-SIVE LISTED SYSTEM. STRENGiH, PLACED AT NO MORE iTWV A 4' SLUMP AND SMALL IfAVF 6x UNTRAINED NR tf><. ET. DOOR OPENINGS SHALL BE PROTECTED BY A UL LISTED (OR FOETAL) DOOR AND DOOR FRAME. CONDITIONS OF WALLS. DOORS, PLUWfIL ,, MECHANFLAL CLLCTRICAI JTf.MS, EIC. ONS,At"R SHIOWN OR LVOT SHOWN ON IHE DRAWINADVERSE C PRIOR TO START IS OFC CIES. CT10A'. C(;NrRACIOR To ADVISE ALL RATE DOORS SHALL EC POSITIVE LATCHING, AUTOMATIC CLOSING AND GASKETED TO PREVENT DRAWN. _ l)Mi r.+f AHI'CHftECT Of ANY ADVERSE COND/fIONS OR DISCREPANCIES. 5. ALL !:TEEM" i?EINFIIRCING RAR sHOAIt BE ,,RADE 6°. BUILDING ADDRESS 135DO S.W. PACIFIC HWY. i PASSAGE OF SMOKE. TYPE OF CONSTRUCTION: TYPE VB NON--RATF-D 4. 6. DIF SLAB HIOOR iN THE RETAIL SALES AREA SHALL BE A MINIMUM OF 4- THICK, WiN C. MECHANICAL, AIR DTA 'S PASSING THROUGH RATED CONSTRUCTION SHAM BE PROTrrTED BY TIGARD, OREGON CHECKED: DML_ _ A EXITS 6X6-W7 9/WS 9 WELDED WIRE FANRIC RONr0RCF_AJFH1' PROVIDE SLAB CONTRACTION JOINTS FOR THE OREGON STATE FIRE MARSHAL APPROVED f IRF. DAMPERS, INSTALLED IN STRICT ACCORDANCE WITH NUMBER OF STORIES: 1 STORY - A, ALL EXITS S►Alt. BF PROVIDED %i ,ArCORD1M T lM1H CHAPTER 10, OF THE UBC. THE MANUFACTURER'S PRINTED INSTRUCTIONS. PROVIDE ACCESS PANELS WHERE REQUIRED TU BUILDING OWNER 13500 LLC SCALAE: ' RETAIL, !Al-ESS AREA Hioox e1o'-r2' ocEw. ALJCN£D WITH THE f'DOF COLUMN IOCATFG IN THE CENTER 15295 S.W. BULL MOUNTAIN R0. OCCUPANCY TYPO: M d: S1 OCCUPANCIES I B. All EXIT ODORS OR f4£ OFs£N/, FROM THC£ 7,SIBE WITI•KTHE USE OF A KIT' OR ANY OF THE FLOUR AREA. SLAJ CONSTRUCTION JOINTS IN THE SALES AREA SHALL BE KEl7(OLD JOINTS OR RESET/TESr UNITS. ASSEMBLIES INCLUDING SLEEVES SHALL BE APPPOVED BY THE LOCAL BUILDING WMWA K AT rXITS O f'TERI T ANC SIS Fit ACCESSIBLEYCO dY THE FLAN1btilPPEp, PROVIDE PANIC FOLMVM.FNT. PRiOR TO INSTALLATION. TI;;;kRG, OREGON 97224-1224 1b1ROM+AftE AT EXITS TO EXTERIOR AND AS REQUIRED BY CODE. D. ACL PENETRATIOIVS IN RATED WALLS OVER 16 5L'. IN. SHALL 8f BACK-WLV'PCD WITH 5/A- PHONE: (503) 720-2989 RETAIL AREA (M): 3215 SF (9000 SF ALLOWABLE) 7. THE 'SLAB FLOOR AN THf. STORAGF,/STAGiM; AREA SHA►.1 B£ A MINIMUM OF 4- THICK, WITH ",'-X GYPSUM BOARD. WHERE PENETRATIONS OCCUR ON OPPOSITE SIDES OF' THE WALL, SEPARATE CONTACT: DAVID DUNN STORAGE AREA (S 1): 1785 SF (9000 SF ALLOWABLE) REVISIONS: 5. ALL GLASS S'W 1 CDMPtY RINE Mf RfQUWfAIfNTS OF CHAPTER 21 OF THE UBC, ""2 9^2-9 WEADED WiRE FABRIC REINFORCEMENT. PROWDE SLAB CONTRACTION JOINTS FOR THE SUCH PENETRATIONS BY A MINIMUM OF 24-. UNPROTECTED PENETRATIONS (TINDER 16 SO. iN.) STORM '/51AGING AREA elU'- 12' OCEW. SLAB CONSTRUCTION JOMITS IN THE STORAGE/STAGING AREA SHALL NOT EXCEED 100 S0. IN. TOTAL FOR EACH Fou so. FT, OF wAl_I, STRUCTURAL DANIEL LOW ENGINEERING BUILDING GROSS AREA: 5000 SF (55% OF ALLOWABLE) 1. ADD MA)ONRY 1, 6. ALL PENETRATIONS i0 Tr1f RUN.DINC E/!fVfIOPE SHALL 8E SEALED ANO AlL N7NOCIW; AND DOORS 2076 S.W. 58TH STREET 2. ADD PWOJE'C1 lr, _ SNAIL BE irA:ILKCD, GILSKEifD OR WCATHfdiSTRIF•F'f0. SHALL ,, KEC ACR ACROSS OR EI)Uf1vALENT, AND SH[All HAVE 16' LONG, /4'r SMOOTH tLW DOWELS 2, PROVIDE ACCESS PANELS WHERE NECESSARY TO PROVIDE ACCE-SS TO FIRE DAMPERS, ELECTRICAL REDMOND, OREGON 97756 PROPERTY LINE SETBACKS: THREE SIDES >30'. ONE SIDE 18' 1 01?- 5r'ACiNC ACROSS THt JOINTS. DISCONNECTS, PUMPS, VALVES, ETC. WHERE SUCH PANEL iS IN A RATED ASSEMBLY IT SHALL BE OF PHONE: (541) 548-3743 J. MODIFY DI?AV�fNi 7. A ONE-PERM VAPOR RE ND CE S►Au. BE iNSTALLEt. ON THE WARM SlfJf (IN N9N1FFi; OF ALL THE SAME RATING AS TH4I ASSEMBI-Y. CONTACT: DANIEL_ M. LOW, P.E. PARKING- SHARFC) _ EXTERIOR FLOORS, MAILS AND CEILINGS AND A ,POUND COVER SHALL BF WSTALLfD IN THE CRAIM_ g. SEINEN CONTI7ACTK?N JOHIVTS SHIAIt BF AS NOTED AY IHE PLANS MED SWW- B£ ZrP-T OR EOLNVALENT, SPACE FOR BOTH NEW AND EXISFMJG WALDINGS WHERE INSINATNO,N is MLSIA(LED. OR SAW-CUT JOINTS JV4 OF INE SLAB 1twKwESS PEF/'i7RMF0 W11HIN 6-I8 HOURS OF CONCRETE J. THE LOWS-- LEVEL OF FIRE DEPARTMENT ACCESS IS ME GROUND FLOOR CIVIL ENGINEER WESTIAKE CONSULTANTS, INC. I'.A ALL NT & SURVEYOR PACIFIC CORPORATE CENTER CITY 4F TIGARD A. Alt CMU N'ALIS SF4Al1. FAL£ MF1A STUD FURIiANG INTFJ A M1NWl/AI Of R-IJ INSUTAiION 4. ALL RfOULR[D PERMITS MUST BE OBTAINED FROM THE FIRE lREVENiION BUREAU BEFORE THE PLACED ON ME fN ofJ FACE OF THE !MALLS. FURRING AND fNSIJlATl01,1 SHALL EXTEND TO THE ti. AL1 ,IAB sue-(:RADE sHAL[ BE A MINIMUM OF 6. OF COMPACTED GRANULAR Flu. BUILDING IS OCCUPIED. 15115 S.W. SEQUOIA PARKWAY, Apprpvpd..0(f�G D/ Bpr1t�M of THE Roof Jolsrs SUITE 150 TIGARD, OREGON 97224 ",ndlltonnllyApprovl�CJ.,AAAA... .. 10. AL FOOTINGS SHALL BE FOUNDED ON NATURAL UNDISTURBED SOIL ANY FILL USED ON SITE SHALL 5. ALL INTERIOR FTNfSHFS SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 8 OF THE uBc. PHONE: (503) 684-0652 F Jr wlly thu rio asclibcd r 9. THE ROOF SHALL I4AVF A MlNleflJA• OF R-21 INSr}LATTIOIV PINGED 8E1WfFN AEE ROOF JUF515. BF EIVG IEERC7l FTI: pfSHCNfp BY OTHERS. AL1 FOOTINGS SHALL BE EXCAVAiEU r0 DIMENSIONS SHtOwN, ALL DECORAiM ,1fATERALS SFWJ- BF AWNTNNfn IN A FLA.VE RETARD£NT CONDITXIN. FAX: (S03) 624-0157 I :F� my esciib�QOf?'7 `( �kOFf WALL N45lIlATI4rPf SHINED PEA MINfr+NJMI OF P. 13 WITH A: LOIZSF MATFRAL REMOVED 10 MFAI ONES. 8L11 I i t1?f t0 FuITOw AAAA... G 1 N CONTACT: DON E. SMITH, P.E. Q, ALL STRUCTURAL STEEL MEMBERS NOT ENCASED IN A PROTECTED BUILDING fNVk10P£ SHALL BE Allach... J �. 1, I0. ALL VALUE OR MAN-DOORS SIA!l HAVE A MAX U VALVE Of 0.20. ALL WNDOWIS SMALL FbA1fE A P. Alf F'ERiMf1FR FOOTING FOR THE CMU £NIOWALIS slw"M HE A MINMJUM OF 2+' RIDE ! :2' DEEP PROTECTED BY A SPRAYED MONOKOTE LAYER. REFER TO UL DESIGN Nei. N-766 AND ICBG 4607 14•r At;,Tr6a8: t��"'�'AcIIR/ W MMX, U-VNlllf (X U 30. ,//(J) p4 MRS OF CLINTWUOUS REWFt7RCEUEN1; THE IOD' LONG SIDE wAI SHALL HAVE PERIMETER TABLE 2A, 1 � �I_r � �� GENERAL CONTRACTOR JOSEPH HUGHES CONST. N, �i' � ftK pat9 _. '!_�1.:�T..... ,L 1 FOOTI/W S iliAi ARE JO' W70E 4 12' DEEP w/(4) 14 BARS OF CONnNL10u5 LONGITUDINAL 11125 SW 9ARBUR BLVD. (� �E� It. PROMDIE LOW CONSIJMPTHON WATrR CLOSETS FOR ALL NET►' C(W5rRt/CAUN RENOWCEMEANT 7. INTERIOR WALL AND CFIIING FINISHES FOR ASSEMBLY ARES STALL NOT EXCEED A FLWr TIGARD, OREGON 97219 � / SPREAD CLASSIFICATION OF 20O (CLASS (ID). G 12. PRuV10E VERTICAL HOOKED /5 BAR REINF"ORCEIifJrT 032' DiC SF•AM"tTVC FOR CML, WAIL (SOS) 624-7100 LEGAL DESCRIPTION ANCN0h4GE. 4LT'ERWtE HOOK DIRECTION IN FOOTING ON VERTICAL REINFORCEMENT ON ALL WALLS S. CONTINUOUS DRYWALL. IS REQfIIRFO BEHIND ALL ELECTRICAL SERVICE PANELS, FIR NUCES AND C M LMLLO mf, EXCEPT REAR WEST wA[1 MEDICINE CABINETS. 13, MLI. RETNFORr:EMENT LAP SPLICES S►LALI. BEA MINIMUM OF 36 L#AR OAMIETERS. MECHANICAL 9. RECESSED CEILING LIGHT fiXT1)RE5 MUST HF iTOXFO ARUIIND WITH '�g- TYPE'-X DRYWALL TO �rL.•,t,,nsyE.� TAX MAP: S.W. 1/4 OF SECTION 2 RENEWAL UP 1� , I E(T SIGNS S44LL BE DIREECTTONAI WITH BLOCK LFTIFRS A LWY(JM OF 6' HIGH MY J/4' ON A 9. RECESSED NTAJN ME CEILING CE)UNC ASSEMBLY. DEFERRED CON'TWS71% &V'KGR0tI1NV. 14. COI+CRfTE COVER OVER R0WF0RCfMENT S►W1 HE AS FOLLOWS: Fire Sprinkler .ter T. 2 S., R. 1 W., w.m. E�� COPY CONCRETE EXPO AGAINST EARTH - !` COVER 1'IINNdUM 10. EXHAUST FANS FROM TItE BATHROOM MUST ENTER THROUGH THE IMALI. DAMPERS ARE R£OtARF_n WASHINGTON COUNTY, OREGON SHE[.i NUMFIF f•' ?• t.TCHTIPIG SHALL A!' PRp11R7f0 FROM AN EMERGENCY POWER SYSTEMA EMiFRGEIrCv LIGHTING SPALL '7�� EXPOSED TD WEATHER -- ?' COVEQ MMtNIMUM IN THE CEILING is PENEIRATL�O PLUMBING Etre AfwmA TAX L0Y N0. 500 ctTv oR TIGARD GIVE A VALUE Of ONE font-CANDII AT FLOOR I_fW1 ALL OTHER CONCRFTE - 1-1/2' COVER MIIWMLI+ MechwC Approved..............-IGAR.•-•-••-•.•. 11. WHEN A FIRF HARM SYSTEM 15 RFOIJiPFf1. SI19M41T THREE C(`. !F,: nF SYSIF:M DE,!(:N to nRI Pianibing AAAA...... ('� [ ..mom,r CondillonoNy Approved.......... Al UPAM L1GHT)/K; SIiAEL F'IICTVDFD STAMRMMr, HIA11WAY, EXIT PASSAGES ANO EGRESS 15. F{11ANOATION OESfGN PARAMETERS USED FY)R ANALYSIS; tSts PSF 501E tTEAR/NC C APACJTY R 200 DEPARTMENT FOR AFPROVAL PPIOR TO CLNNSTRUCTION $t00tFlCtrl Pot oily rhs rdSTJ 1:Mf PIHfTi " WAY ANY ' THf 8t1i![TNVG 7S orCUPIFD. PCF ►UA:FRAL SOIL BEARING CAPACITY. ELECTRICAL tuT)run Engin�ing Vac IT1 r_ iIW Pt AMIT NO y JOH N0. 12. KE DETECTORS IN THE PUHLJC AREAS ARE TO BE PART OF INC f►RF ALARM SYSTEM , BhopDravrMp FI,C'20(IS-00105 'ft `h 0twdL 6/1f/�''� OGE z of 2 Job to i_E-04 6� *CA#jory ,pW 1G.N By 'v Dare T_%M- 11 ♦-II C N0. • TI�_TITLL ML Mom SITE k'L- '.,ve,. ,.aril r.+xL,,.4�F'L'W`.i�NSiSTYi,`.: .,....•.,,.,.,...N.-,.v,+ww... .. .•rt••�^--.-...,-AAAA.. .. "'" `�;,^:'•S"•Y•iT$ AAAA.._.._. _ I I J I ILII Ilil AHI ILII`III III1 III '11 ._..,.•1�,,,Lr�,,. �1Fx!�Ifb:, •. .,. .,-.-..• ...,-r. ,•• .•..,.«-.,.,..,.•,,.,.,,.. .,.., -i:.:.. I ,•_,.., ,n.on..,.,,.� LEGIBILITY STRIP ,c.,•r.I CT N �! d� 0 I L I I ' ( IiB I i ' J I I III I l H l n` w 11211 111113 I iili4ti I I)JUI (I I 1 Ii I IJ II Ir I ( 01 111�TItJfilll'1111111212111112111111 I I,I IIH� I J I ( �© X811 ilii Til, u L r I +IH 3 24 25 26 21 � 29 HONI w 'q 4 e IOC O F8L tp hyti 1 �y'�a,. rh4ri �I �, ISik N AAAA ,. .. i w1t.dltiW MINN 100i I '_...Ani. � .,. --. '. .- '.. AAAA ... . , I 4x