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Plans (24) BU P2019-0029 1 ABBREVIATIONS : LEGEND OF SYMBOLS : GENERAL NOTES : 111 ANGLE FAST FASTENER PIP POURED IN PLACE 1. ALL WORK TO COMPLY WITH THE REQUIREMENTS OF THE AHJ AND THE @ AT FB FLAT BAR PJ PANEL JOINT - DETAIL IDENTIFICATION �� CURRENT EDITIONS OF LISTED BUILDING CODES. ANY BUILDING OFFICIAL, + AND FBO FURNISHED BY OTHERS PL PROPERTY LINE SUBCONTRACTOR OR TRADES PERSON NOTING DISCREPANCIES SHALL NOTIFY THE AB ANCHOR BOLT FD FLOOR DRAIN P. LAM PLASTIC LAMINATE ,� DESIGNER IMMEDIATELY UPON DISCOVERY. AX1 7XX WV A/C AIR CONDITIONING FDN FOUNDATION PLAS PLASTER 2. CONTRACTORS SHALL COORDINATE ALL REQUIRED INSPECTIONS BY TI-CITY ACT ACOUSTICAL CEILING TILE FE FIRE EXTINGUISHER PLYWD PLYWOOD SHEET WHERE DRAWN -- AND ANY OTHER GOVERNING AUTHORITIES AREQUIRED. ACOUS ACOUSTICAL FEC FIRE EXTINGUISHER CABINET PR PAIR DETAIL DETAIL VIEW BUBBLE AD AREA DRAIN FF FINISH FLOOR PREFIN PREFINISHED —_ 3. CONTRACTORS SHALL VERIFY AND CONFIRM EXISTING CONDITIOlsSHOWN OR WOODBLOCK ARCHITECTURE,INC. DETAIL IDENTIFICATION MATCH IMPLIED ON DRAWINGS PRIOR TO THE START OF CONSTRUCTION OR ORDERING 0����� 827 SW 2ND AVENUE.SUITE 300 ADD ADDENDUM FMC FIRE HOSE CABINET PT PRESSURE TREATED / SHEET MATERIALS,AND NOTIFY THE DESIGNER OF ANY DISCREPANCIES. r1 Cn I PORTLAND,OR 1 97204 P 503 889.0604 ADJ ADJACENT FIN FINISH PTD PAPER TOWEL DISPENSER ` XX �. XXXX LOCATION CEJ ADJT ADJUSTABLE FL FLOOR PTDR COMBINATION PAPER AXXX 4. CONTRACTORS SHALL OBTAIN AND PAY FOR ALL TEMPORARY UTILITIES INCLUDING OCT 1 7 2019 ELECTRICITY NECESSARY FOR CONSTRUCTION. OF TIGAR❑ A.F.F. ABOVE FINISH FLOOR FLASH FLASHING TOWEL DISPENSER + RECEPTACLE SHEET WHERE DRAWN IuITy AGG AGGREGATE FLUOR FLUORESCENT PTN PARTITION 5. ALL CONSTRUCTION DEBRIS TO BE NEATLY STOCKPILED ON SITE UNTIL DISPOSAL. BUDDING DIVISION ALS AREA LIGHT STANDARD FO FACE OF PTR PAPER TOWEL RECEPTACLE BUILDING SECTION MATCH LINE REFERENCE ALL DEBRIS IS TO BE DISPOSED OF IN LEGAL MANNER AT A LANDFILL OR RECYCLING ALT ALTERNATE FOC FACE OF CONCRETE PVC POLYVINYL DETAIL IDENTIFICATION DETAIL IDENTIFICATION CENTER. NO DEBRIS IS TO BE DISPOSED OF IN LOCAL WASTE COLLECTION FACILITIES. ALUM ALUMINUM FOE FACE OF FINISH PVMT PAVEMENT A CUT LINE - CUT LINE - ANOD ANODIZED FOM FACE OF MASONRY QT QUARRY TILE DEFINES „ DEFINES 6. CONTRACTOR SHALL INFORM THE DESIGNER OF ANY AND ALREQUESTED APPROX APPROXIMATE FOS FACE OF STUD R RISER XX I THE r-XX THE DETAILED CHANGES. CONTRACTOR SHALL NOT PROCEED WITH REQUESTED CHANGES OR ARCH ARCHITECTURAL FOTS FACE OF TUBE SECTION R. RADIUS AXXX DETAILED ELEMENT AXXX ELEMENT DIRECTIVES WITHOUT PRIOR AUTHORIZATION FROM THE DESIGNER AND A WRITTEN AUTO AUTOMATIC FRT FIRE RETARDANT TREATED RA RETURN AIR --SHEET AWN SHEET WHERE DRAWN CHANGE ORDER. A.F.C. ABOVE FINISH CEILING FT FOOT OR FEET RB RUBBER BASE WALL SECTION DETAIL SECTION • 7. CONTRACTOR SHALL PROVIDE STORAGE FOR ALL BUILDING MATERIALS IN BC BOTTOM OF CURB FTG FOOTING RD ROOF DRAIN , XX-..---. ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. L- DETAIL _ . DETAIL IDENTIFICATION BD BOARD FURR FURRING REF REFERENCE © IDENTIFICATION 8. ALL SUBSTITUTIONS MUST BE APPROVED BY DESIGNER, ALONG WITH WRITTEN B.F.F. BELOW FINISH FLOOR GA GAUGE REFL REFLECTED XX<AXXX)XX REQUESTS CONTRACTOR SHALL PROVIDE ALL INFORMATION REGARDING THE BITUM BITUMINOUS GALV GALVANIZED REFR REFRIGERATOR ! SUBSTITUTION IN QUESTION, INCLUDING COST. BLDG BUILDING GB GRAB BAR REINF REINFORCED VP-. -- . SHEET WHERE • SHEET WHERE DRAWN BLK BLOCK GC GENERAL CONTRACTOR RESIL RESILIENT DRAWN XX I 9. SOLID WOOD BLOCKING, INSULATION, OR OTHER FIRE STOP MATERIALS IS TO BE BLKG BLOCKING GI GALVANIZED IRON REQ'D REQUIRED EXTERIOR ELEVATION INTERIOR ELEVATION PROVIDED, BETWEEN TOP STORY AND ROOF FACE. B.M. BENCH MARK GL GLASS REV REVISE OR REVISION 10. CONTRACTOR SHALL PROVIDE SAMPLE OF FINISHES AND STAIN COLORS FOR B.O. BOTTOM OF... GL GLU LAM RM ROOM APPROVAL BY DESIGNER. THIS INCLUDES INTERIOR AND EXTERIOR PAINT, AND BOT BOTTOM GND GROUND RO ROUGH OPENING ROOM NAME 0XJ SHEET ROCK TEXTURES. . BRG BEARING GP GALVANIZED PIPE RWL RAIN WATER LEADER ; XXX • B.S. BOTH SIDES GRD GRADE RCP REFLECTED CEILING PLAN (XXXX A,) TIGARD TOWNE SQUARE 11. WRITTEN DIMENSIONS AND NOTES ON DRAWING SHALL TAKE PRIORITY OVER SCALE BSMT BASEMENT GVP GYPSUM VENEER PLASTER S SOUTH ROOM NAME & NUMBER DOOR NUMBERS OF DRAWINGS. DO NOT MEASURE DRAWINGS TO DETERMINE ANY DIMENSIONS. BTWN BETWEEN GWB GYPSUM WALL BOARD SC SOLID CORE i DRAWINGS ARE IN SCALE FOR PURPOSES OF DESIGN AND INTENT ONLY. ALL BUR BUILT-UP ROOF GYP GYPSUM BOARD SCD SEAT COVER DISPENSER DIMENSIONS SHOWN PLANS ARE FROM AND TO FACE OF FRAMING OR FROM AND TO COLD DARK SHELL WITH A NEW DEMISING WALL DIVIDING FUTURE RETAIL SPACES BPW BED PAN WASHER HE HOSE BIBB SCHED SCHEDULE n CENTERLINE OF WALLS, UNLESS OTHERWISE NOTED. IN A FULLY SPRINKLED BUILDING. NO CHANGE IN OCCUPANCY. I OR C CHANNEL HC HOLLOW CORE SD SOAP DISPENSER X 12. ALL FEATURES OF THE WORK NOT FULLY SHOWN SHALL BE OF THE SAN/TYPE CAB CABINET HC HANDICAP PARKING STALL SECT SECTION AND CHARACTER OF THAT SHOWN FOR SIMILAR CONDITIONS. IN THE EVENT OF THAT CB CATCH BASIN HDWD HARDWOOD SGE SEMI-GLOSS ENAMEL , ADDITIONAL WORK IS REQUIRED TO COMPLETE THE WORK AS INTENDED OR CEM CEMENT HDWR HARDWARE SH SHELF � WINDOW NUMBER EQUIPMENT TAG REQUIRED BY GOVERNING CODES. YET NOT FULLY SHOWN OR OMITTED BY IN THE CFI CONTRACTOR FURNISHED HM HOLLOW METAL SHTG SHEATHING DRAWINGS, CONTRACTOR'S) MUST STILL PROVIDE FOUNDATION, CARPENTRY, AND INSTALLED HORIZ HORIZONTAL SHWR SHOWER MECHANICAL, ELECTRICAL AND OR/PLUMBING AS REQUIRED FOR CERTIFICATE OF OCCUPANCY, INCONSISTENCIES, OR DISCREPANCIES. CG CORNER GUARD HR HOUR ONLY SHT SHEET C.I. CONTRACTOR INSTALLED H. HEIGHT SIM SIMILAR © X — 13. VERIFY ALL DIMENSIONS AND MFR. SPECIFICATIONS OF OWNER FURNISHED CI CAST IRON HVAC HEATING/VENTILATION /AIR SJ SEISMICJOINT EQUIPMENT PRIOR TO CONSTRUCTION. CENTER LINE CONDITIONING SL SLIDING PROJECT TEAM DRAWING INDEX CLG CEILING HW HOT WATER SM SHEET METAL 14. DO NOT SCALE DRAWINGS. CLOS CLOSET ID INSIDE DIAMETER (DIM.) SND SANITARY NAPKINDISPENSER KEY NOTES WALL TYPE SHEET# SHEET TITLE CLR CLEAR INSUL INSULATION SNT SANITARY NAPKINRECEPTACLE CLIENT: HARSCH INVESTMENT PROPERTIES A000 COVER SHEET Leel 1 BIDDER DESIGN MECHANICAL 1430 SW BROADWAY SUITE 100 A002 EGRESS PLAN CJ CONTROL JOINT INT INTERIOR SPEC SPECIFICATION PORTLAND, OR 97201 A100 SITE PLAN CMU CONCRETE MASONRY UNIT INV INVERT SQ SQUARE CONTACT: MARK P15CITELLI A101 FLOOR PLANS COL COLUMN IPS IRON PIPE SIZE SS STAINLESS STEEL 0'-0”AFF xx ELECTRICAL, AND PLUMBING A102 REFLECTED CEILING PLANS COMP COMPOSITION JAN JANITOR S +V STAIN +VARNISH A200 ENTRY ELEVATIONS CONC CONCRETE JT JOINT STA STATION DATUM ELEVATION REVISION DELTA&CLOUD CRITERIA ARCHITECT OF RECORD: WOODBLOCK ARCHITECTURE 827 SW 2ND AVENUE CO CONCRETE OPENING JST JOIST STD STANDARD — PORTLAND, OR 97204 CONN CONNECTION KIT KITCHEN STK STOCK 1. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK SHALL BE PROVIDED UNDER P: 503.889.0604 CONST CONSTRUCTION KD KILN DRIED STL STEEL A SEPARATE CONTRACT AND PERMIT. SUBMITTALS SHALL BE DEFERRED CONTACT: TYLER MILLER CONT CONTINUOUS L. LENGTH STOR STORAGE XX ( oaE: TYLER@WBLOCK.COM 2. IT IS THE DESIGN/BUILD CONTRACTOR'S RESPONSIBILITY TO CONFORM TO ALL CONTR CONTRACTOR LAB LABRATORY STRUCT STRUCTURAL APPLICABLE BUILDING CODES AND TO PROVIDE ALL DOCUMENTATION REQUIRED CORK CORRIDOR LAM LAMINATE SUSP SUSPENDED FINISH TAG CEILING HEIGHT TO OBTAIN PERMITS FOR WORK UNDER THEIR CONTRACT. CR CONTRACTOR ROUGH-IN LAV LAVATORY SYM SYMMETRICAL CRRR CONTRACTOR REMOVED, LB LAG BOLT SYST SYSTEM 3. THE OWNER AND DESIGNER ARE NOT RESPONSIBLE FOR ADDITIONAL COSTS RELOCATED + REINSTALLED LDW LESS DOOR WIDTH T TREAD INCURRED DUE TO DESIGN/BUILD CONTRACTOR'S ERROR AND OMISSIONS. TIGARD TOWNE 0'-0" CS COUNTERSUNK L.I. LANDSCAPE ISLAND TB TOWEL BAR 00'-00" XX-XX SQUARE 4. ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE POWER, SIGNAL AND CS.J CONSTRUCTION JOINT LKR LOCKER T+ B TOP AND BOTTOM --- LIGHTING DESIGN AND PROVIDE CALCULATIONS IN CONFORMANCE WITH STATE 16200 SW PACIFIC HWY CSMT CASEMENT LL LIVE LOAD TOC TOP OF CURB ELECTRICAL CODE, ENERGY CODE AND BUILDING CODE. PROJECT DATA SUITE et r TIGARD, OR 97224 CT CERAMIC TILE LS LANDSCAPING TEL TELEPHONE SPOT ELEVATION FINISH HEIGHT& TYPE CTR CENTER LT LIGHT TEMP TEMPERED 5. ELECTRICAL DESIGN CONTRACTOR WILL REVIEW THE PROGRAM DRAWING AND • LVR LOUVER T+ G TONGUE AND GROOVE WILL MEET WITH THE TENANT TO FINALIZE THE EXACT POWER LOCATIONS AND BUILDING CODES: 2014 OREGON RESIDENTIAL SPECIALTY CODE (ORSC) OFFICE COPY COLD WATER REQUIREMENTS FOR EQUIPMENT. DESIGN WILL PROVIDE FOR CODE REQUIRED 2014 OREGON MECHANICAL CODE (OMC) DBL DOUBLE MAIL MATERIAL THK THICK TO AND MAINTENANCE RECEPTACLES. DESIGN WILL INCLUDE FIRE ALARM SYSTEM IF 2011 OREGON PLUMBING CODE (OPC) MAX MAXIMUM TJ TOOL JOINT REQUIRED, COORDINATED AND EXTENDED FROM BUILDING FIRE ALARM SYSTEM. 2014 OREGON FIRE CODE (OFC) • CTI"y OF TIGARD DEMO DEMOLISH 0 0' 0" MB MACHINE BOLT TP TOP OF PAVEMENT OUTLETS, PHONE AND DATA JACKS SHOWN ON ARCHITECTURAL PLANS (IF ANY) 2014 OREGON ELECTRICAL CODE (OEC) R EWED FpR CODE COMPLIANCE DEPT DEPARTMENT " ARE MINIMUM REQUIRED AND MAY NOT INCLUDE ADDITIONAL OUTLETS REQUIRED ZONING: C-G (GENERAL COMMERCIAL) DF DRINKING FOUNTAIN MC MINERAL CORE TPD TOILET PAPER DISPENSER A rov��1 j MOO MEDIUM DENSITY OVERLAY TPD(S) SURFACE MOUNTED START POINT TOP OF MARK BY CODE OR FOR MAINTENANCE. OCCUPANCY GROUP: B p rr DIA DIAMETER oT�: i MECH MECHANICAL TOILET PAPER DISPENSER f2 �1.-. 1 9 ` � C} �_ DIAL DIAGONAL 6. ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE HIS WORK WITH THE Pcrmit#� ,� �� MED MEDIUM TS TUBE SECTION ARCHITECT AND WITH THE HVAC AND FIRE SPRINKLER DESIGN/BUILD DIM DIMENSION I Address= oo rJky DISP DISPENSER MEMB MEMBRANE TV TELEVISION CONTRACTORS. 1 MEZZ MEZZANINE TOW TOP OF WALL EXTENT OF _ Suite#: D.JT DEFLECTION JOINT • 7. ELECTRICAL DESIGN CONTRACTOR WILL MEET WITH THE TENANT TO DETERMINE Date: MFR MANUFACTURER TYP TYPICAL WORK By: 1 O 9 Project#18 121 DL DEAD LOAD AND/OR CONFIRM THE LOCATION OF ALL DATA AND COMMUNICATION MH MANHOLE UNFIN UNFINISHED DMT DEMOUNTABLE CONNECTIONS REQUIRED AND INCLUDE CONDUIT TO 6"ABOVE FIN CLG. BOX AND k DN DOWN MI MALEABLE IRON UR URINAL EXTENT OF WORK DATUM INDICATOR PULL STRING IN THE REQUIRED LOCATIONS UNDER THE Ti. CONTRACT. ` 41?C•• DO DOOR OPENING MIN MINIMUM U/CUT UNDER CUT nAdi DP DAMPROOFING MIR MIRROR U.N.O. UNLESS NOTED OTHERWISE ' 8. CONFIRM LIGHTING SWITCHING REQUIREMENTS WITH OWNER �jIf DUNN n DR DOOR MISC MISCELLANEOUS VB VAPOR BARRIER 9. CONSTRUCTION AND AS-BUILT DRAWINGS TO BE PROVIDED ON ELECTRONIC • • DS DOWNSPOUT MO MASONRY OPENING VERT VERTICAL MEDIA, AUTOCAD RELEASE 14 OR LATER, TO THE ARCHITECT FOR THE OWNER'S ��� /OREGON DSP DRY STANDPIPE MTD MOUNTED VEST VESTIBULE RECORDS. 7 59 O DT DRAIN TILE MTL METAL VFY VERIFY TRUE NEW GRID EXISTING OF ei3 DTL DETAIL MULL MULLION VG VERTICAL GRAIN NORTH GRID 10. ELECTRICAL DESIGN/BUILD CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL MEDCAB MEDICAL CABINET W WEST NORTH ARROW GRIDLINE BUBBLE DEVICES, INCLUDING BUT NOT LIMITED TO: STROBES, ANNUNCIATERS AND EGRESS JONATHAN H. DUNN, DWG DRAWING LIGHTING, REQUIRED BY ALL APPLICABLE CODES. POWER AND LIGHTING ARCHITECT HNOTH 0 DIAMETER OR ROUND NA NORAPPLICABLE W. WITH WIDTH NON - RATED DRAWINGS INCLUDED IN THIS DOCUMENT ARE FOR DESIGN PURPOSES ONLY. ANY PROJECT SITE m E EAST 1-HOUR RATED DEVICE REQUIRED BY CODE OR BY BUILDING OFFICIAL AND NOT INCLUDED IN VICINITY MAP PERMIT SET NAT NATURAL WC WATER CLOSET ELECTRICAL DESIGN/BUILDERS BASE BID SHALL BE INSTALLED AT THE ELECTRICAL 10.15.19 EA EACH 2-HOUR RATED -v EF EACH FACE NIC NOT IN CONTRACT W.D. WINDOW DIMENSION 3-HOUR RATED DESIGN CONTRACTOR'S EXPENSE REV DESCRIPTION DATE OR # NUMBER WD WOOD _ E AGG EXPOSED AGGREGATE NO. 4-HOUR RATED EJ EXPANSION JOINT NOM NOMINAL WF WIDE FLANGE I sun My,m.;,,na BULL MOUNTAIN r NS NELSON STUD WG WIREGLASS PARTITION FIRE RATINGS EXIT SIGN / 173 EL ELEVATION SW BULL MOUNTAIN RD ea ELEC ELECTRICAL NTS NOT TO SCALE WH WATER HEATER 3 / VALIDITY OF PERMIT co ELEV ELEVATOR NIS NOT IN SHELL ISSUE WDW WINDOW MATERIALS �� w� a� OA OVERALL W/O WITHOUT K THE ISSUANCE OF A PERMIT EOS EDGE OF SLAB WATERPROOF r' ono cw'co,n�0 DOCUMENTS AND OTHER OBS OBSCURE WP W ACOUSTICAL GRAVEL WOODo 8A5ED ON CpNST�iUCT40N ENOL ENCLOSURE ,'` al DATA SHALL NOT PREVENT OC ON CENTER WRB WEATHER RESISTANTBARRIER I I I I I IV TILE fry, MEMBER ENGR ENGINEER i GYPSUM o THE CODE OFFICIAL FROM `0a) EP ELECTRICAL PANEL OD OUTSIDE DIAMETER WRGB WATER RESISTANT GYPSUM jj� ALUMINUM ':s :1 BOARD �" REOU1RiNG THE CORRECTION EQ EQUAL O.F. OWNER FURNISHED BOARD BATT ( RD �FI Ftp SW DURHAM RD "' Fga.dwQh School I OP ERRORS. OSSC 105.4 9co EQUIP EQUIPMENT O.F.C.I. OWNER FURNISHED WW WATERSTOP ��}! INSULATION S' PLYWOOD Sw BEEF " ,. a' OFF OFFICE WSCT WAINSCOT �� ES EACH SIDE OH OVERHEAD WT WEIGHT�CTOR INSTALLED / CMU OR BRICK ' I I!' RIGID DEFERRED SUBMITTALS E; EW EACH WAY �/ li . •1111 INSULATION EDF ELECTRIC DRINKING OPNG OPENING WWF WELDED WIRE FABRIC fHVAC L OPP OPPOSITE II ' CONCRETE SOUND r ELECTRICAL FOUNTAIN INSULATION cook Park EXIST EXISTING OS OUTSIDE PLUMBING c.i OFI OWNER FURNISHED -INSTALLED � EARTH STEEL "°'`"" if a EXP EXPANSION 14 k I i /i/� FIRE SPRINKLER '' U co o EXT EXTERIOR PAR PARALLEL FINISHED /' WOOD �' Tualatin Courtlry CI.b Q U ' A000 8' Ei FA FIRE ALARM PC PRECAST , N..;.;.);.;) WOOD / BLOCKING °j� CITY OF TIGARD Ei !1' '. /\ Approved by Planning 9�, ''''' W,..,nn Date: o ��_�4.f COVER SHEET o Initials: . CC- 0 oQ 111 VVF (101) C103) LEGEND OCCUPANT LOADING WOODBLOCK ARCHITECTURE,INC. `r • 827 SW 2ND AVENUE,SUITE 300 I - _ I �1 ROOM NO. ROOM NAME OCCUPANCY OCCUPANT LOAD EGRESS WIDTH REQ EXITS REQ EXITS PORTLAND,ORI 97204 I P 503 889.0604 / I0 EXIT TRAVEL DISTANCE AREA ROOM OCCUPANCY FACTOR PROVIDED ID • — / _.N .-. - - - - COMMON PATH TRAVEL DISTANCE 1101 —TENANT TENANT 1 1694 SF B-BUSINESS 100 17 3.4 1 2 II 1102 TENANT 2 1392 SF B-BUSINESS 100 14 2.8 1 2 2 _ EXIT SIGNAGE 1— I 3086 SF 31 6.2 2 z 0105 — — _- — .• L EXIT DOOR 2 LONGEST COMMON PATH = 5'-6"- In NK"-------. EW DOOR • II- Di ----___IR• w DOOR SCHEDULE • z I EXISTING DOOR VDOOR 0 DOOR NO. TYPE FINISH HARDWARE WIDTH HEIGHT NOTES 1100 (E) A 3'-0" 6' - 10 3/4" EXISTING TO REMAIN el 06) 101 (E) A 3' -0" 7'- 0" EXISTING TO REMAIN 102 SF MFR C 3' -0" 6'- 10 314" NEW STOREFRONT EGRESS DOOR, MATCH EXISTING 103 HM PAINT A 3' -0" 7' - 0" NEW EGRESS DOOR 105 (E) B 3' -0" 6' -8" EXISTING TO REMAIN 1106 WOOD PAINT B 3'-0" 6'-8" NEW UNISEX RESTROOM DOOR • D01 DEMO 3' -0" 6'-8" DEMO EXISTING DOOR 1D02 DEMO 3'-0" 6' -8" DEMO EXISTING DOOR 1D03 DEMO 3'-0" 6' -8" DEMO EXISTING DOOR TENANT 1 TENANT 2 101 102 HARDWARE GROUPS A PANIC HARDWARE, CLOSER, SWEEP, DRIP, PUSH, PULL, LOCKSET, BUTT HINGES, SILENCER B LEVER, CLOSER, KICKPLATE, BUTT HINGES, SILENCER, PRIVACY INDICATOR LOCKSET C MANUFACTURER PROVIDED-PANIC HARDWARE, CLOSER, SWEEP, DRIP, PUSH, PULL, LOCKSET, ` BUTT HINGES, SILENCER I BUILDING AND LAND USE CODE ANALYSIS o m �0 SUMMARY DEMISE INTO 2 FUTURE RETAIL SHELLS V m V X O Cl) 0 o m f AREA OF WORK : 3253 SF INTERIOR TOTAL 0 m W ➢ -v O BUILDING AREA D G} UN 2 a • o �� OCCUPANCY B- BUSINESS H o • = z c" SEPARATION REQ'D Q OCCUPANCY SEP O NOT REQ D FOR B TO B II2 c rn co --- — — — 0 ' Q ° mi FIRE RESISTANCE 1 HR PROVIDED _ FIRE EXTINGUISHER NOTES • 1. LOCATE FIRE EXTINGUISHERS (SOIC)AS DIRECTED BY FIRE MARSHALL FIRE SPRINKLER FULLY 2. FIRE MARSHALL SHALL DETERMINE SIZE AND TYPE OF EXTINGUISHERS 3. IN GENERAL, PROVIDE: FIRE ALARM PROVIDED a. ONE 2A: 10 BC FIRE EXTINGUISHER PER 3,000 SF AREA WITHIN 75 FOOT MAXIMUM TRAVEL DISTANCE 1 1 SMOKE ALARM PROVIDED TIGARD TOWNE I b. CLASS K FIRE EXTINGUISHER WITHIN 30 FEET OF COMMERCIAL FOOD HEAT PROCESSING EQUIPMENT SQUARE c. COMPLY WITH NFPA 10 16200 SW PACIFIC HWY d. PORTABLE FIRE EXTINGUISHERS DURING CONSTRUCTION SUITE GI i= I I WHERE REQUIRED BY 2012 IFC SECTION 3315.1 TIGARD, OR 97224 EXIT ACCESS SECTION 3 - BUILDING "OCCUPANCY" DATA FULLY SPRINKLERED TYPE B OCCUPANCY IN ACCORDANCE WITH SECTION 903.3.1.1 ALLOW TRAVEL DISTANCE OF 100'-0"TO EXIT ACCESS. MAXIMUM OCCUPANCY CLASSIFICATION GROUP(S) PER 302.1: B - BUSINESS I I TRAVEL DISTANCE FOR TENANT SPACE TO EXIT DISCHARGE IS 49'-10". OCCUPANCY CLASSIFICATION IN PER FLOOR: EGRESS GENERAL NOTES FL OORI B BUSINESS I I OCCUPANCY CLASSIFICATION GROUP PER ROOM/AREA: 1, A MINIMUM OF 1.0 FOOT-CANDLES SHALL BE MAINTAINED OVER B -BUSINESS THE ENTIRE EGRESS PATH. THE BUREAU INSPECTOR WILL f? OCCUPANCY SEPARATIONS REQUIRED PER 508.4: NO SEPARATION REQUIRED, 1 HR PROVIDED I METER THE LIGHT LEVELS PROVIDED BY THE INSTALLED SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN TOTAL OCCUPANCY LOAD PER FLOOR PER TABLE 1004.1.2: o o INSTALLATION, REQUESTING INSPECTIONS, AND MAKING Project#18-121 T CORRECTIONS AS REQUIRED SEE A002 o, I v 2. ALL EMERGENCY LIGHTING, FIRE DETECTORS, COMMUNICATION mr OCCUPANT LOAD PER ROOM/AREA PER FLOOR: II II DEVICES AND ALL OTHER REQUIREMENTS TO CONFORM TO THE SEE A002 �fi C�,,��jj� ` LIJ OREGON STATE BUILDING CODE AND LIFE SAFETY CODES ti # ,A 0 1 I Z 3. GENERAL CONTRACTOR SHALL COORDINATE WITH THE a�''` �' DUNNTOTAL OCCUPANT LOAD FOR EACH DIFFERENT OCCUPANCY GROUP: Q i— BUILDING OWNER WHEN CONNECTING TO EXISTING SPRINKLER SEE A0020.75 t' OREGON ,.. cn AND ALARM SYSTEMS • f+ • O � 4. ACCESS CONTROL SYSTEM SHALL: r/ �' � � w j a. NOT REQUIRE KEYS, TOOLS, OR SPECIAL KNOWLEDGE TO i ":,/k, OPERATE DOORS OR LOCKS WHEN TRAVELING IN THE OF OW 1-`-- \ DIRECTION OF EGRESS. b. ALLOW NORMAL AND EMERGENCY EGRESS THROUGH -- .- - STOREFRONT MULLION AND JONATHAN H. DUNN, 2 2 1 DOORS AT ALL TIMES GLAZING ARCHITECT F 1 c. ALLOW DOORS REQUIRED TO HAVE FIRE RATINGS TO P_ LATCH AT ALL TIMES1 HR RATED WALL PERMIT SET c p 10.15.19 F """# REV DESCRIPTION DATE 0 / \I irrrrrrvr._r_T7 . N N I 1 r CO 0 D \I , , /J /I III R II C iii f iii` !I '_� s 5/8"GYP, 1 LAYER EACH SIDE aI 1 4 I I I —/_ EXIT WIDTH EXIT WIDTH cti ,� / 5 112" MTL STUDS, 16"O.C. PER OSSC 1008.1.9.3, SIGN POSTED STATING: SNAP COVER TO CONCEAL a) 102 "THIS DOOR TO REMAIN UNLOCKED WHEN 100 -' FASTENERS co - BATT INSULATION 0BUILDING IS OCCUPIED." ---Y-- EXTRUDED ALUMINUM WITH FINISH °' 112"-\ ,-1 3/4" 1 3/4"- I1/2"112" 112", "1 314" X5/8" TO MATCH GLASS FRAMING ' --T= SOUND DEADENING Z)- .=/ ,T �, r COMPOSITE 4I ;I� FULL HEIGHT TO INTUMESCENT LAYER W DOOR WIDTH DOOR WIDTH �J`I M I#1 x y BOTTOM OF DECK. COMPRESSIBLE GASKET D Ce c� w co iEGRESS 1 EGRESS WIDTH 3 1 HR DEMISING WALL - UL# U419 4 1 HR RATED MULLION TRIM CAP A002 N SCALE 114"= 1'-0" SCALE 114"= 1-0" SCALE I 1 112" = 1'-0" SCALE 3"= 1'-0" EGRESS PLAN n O Q Q 0 ' •'` 10.'/0° •. GS `� - YAWS ,• `\ P .. .. \ p ..� SW DURHAM RD. - / .,ro 303'-2" V\SNatalA VII . 428'-8" aS WOODBLOCK S .0 .. • .• .. •• YAuu1 • Le„. •• • Or.N.,„,.. • •7:......... 7..... + •• .. •.��•• • PO7RWANDDAVREIN9U7E204UITE 530030 88 Tromel 9.0604Tom\ Q®17,- ....„ ,......._ 1 7 \ ° 1 : / i _ . . . a 7,... -"P „„ . gz.-- . ‘ ' .. . • E ------ AuLoT . . • , - ., t....b ,--, .-,..----- ,,...,„ col � � /J//lFl6 T . . // O 0 0 W __.—I L�I t %�/� �+ •'o"I ._ gi ( N „ 0. i „,, /I( / : ,, (A? / 46 / ////////iii / I / / � .1,p / � G^'" J ✓ , / , .„ ' G , g % • 1 ; VISUAL CLEARANCE '� �.-/ccy w s T 1.-) • 2 -,` *47 ••• fC � n o � ou. • Z VISUAL CLEARANCE . 1j'f' ,-- . 1.1 . • . 4 .A, r • 0 / % ta > Al L e It 1 2 I /0\4O ;o w lilM 1 ® . Iv' + - -- - ( ® livi i— �� ���� / ®cs `� -- ---- .- — — — -- �' GARDEN ER H �,� I CO / e D.S. \ ).S, D.S. X1. • I Q c--.., •- . o 9- l& \.– e Pt 41 1�� . to ,.' Er t I � t1W`PALa i 69r o . ,... . ' . 7aW 0 11 / .(4T) - 1 MP i ' LT -11 41 if • o: 1f ti .* 1 • \ —-6— — . •°s. — / C ® C 1 `� C 0 ••\,. At ( 0 A Q" CEI• IA 1:3* --1 it\ • LOADING wW COMPACT 'i. ,), 1 LIa "y' .n.i, LOADING °�, LP n�`�•• ❑ � _ICO FACTOR TIGARD TOWNS � ` c � •- • T SQUARE . -I '' - \ v. 0.3. — fr 16200 SW PACIFIC HWY V \ 1 ,---q�°oaoarFl° giyFl° I--- - - -- - -Ior---- `— k0 7UE�Uw --a — M SUITEAlF Q �i'• O O I__��J - , � •• LJ � ,�.T J ,o � TIGARD,OR 97224 ( ' / •• ••� •• ••��•• •. O \ © 6' HIGH FENCE-�\\\\\\\\\\ ( EASEIT POR P3.44"•. .. S. - •. •• •• •• •• •• .. ..•••• •••.. GEIER 4.• I � Q \ \ 4) r .../ BASE ..I----- 211 EASEtle(f TO GTT ff.two (stall DRAIN] lei 180.08' I 'ANT To P&E • j io CONI WALK -, • 4' DE CONC WALK / �-.7- _ .i , 0.. , • , . aRL, 4",...'O � � j � � � � f f 24.7' °- „ , . SWM,,, ° //' �� �� � " �/ (E ALL �IOUNIID F + Project#18-121 U(�iT FlXNRESILI iiip: • r 7).-,:,, 28.52' AREA OF WORK ,.,. .'.oU6) � 0 • i •�� OREGON *C.: / \ i .. \ fo ' OF rNN, CONICP• � 6 X 15 I*+1 '(E) BUILDING JONATHAN H. r I / • ARCHITECT co Avi,. rn • ,i//-R , j 233 30' c l_O ® /iii.--• U !!LFK!NT T 1 \ ®i. • DATE to / ` (E) TRASH t / ENCLOSURE 3^ _ 4 m I / [ M j Zig oQ ftto. N. k \ ,‹, , 204.77 f 0 /oiiii/ •: � 160' om s LOADING : F- . NTED ;-- [BHT FIXTURES 112? SUAL0, VI CLEARANCE �� sul w„.1•0 ;� , 1 O \eth\\\\\\\\\*\\\\\ ° ° : ( 6-1-I-U-I-TI-U-- - ) Ji `" . rn ;4 w O TS ..i / . ce N VISUAL CLEARANCE M - - ' 7• r 26' BUFFER 6' HIGH FENCE-1 re W eciNI- — ►, •• .... ........r. •... — — — — — — — — U 0' 50' 100' 200' 400' g SITE PLAN SCALE I 1"= 100.-0" SITE PLAN o FOR REFERENCE ONLY Y :,x4o r 3' 2" II' 3118" r j I- R.O. • L EXISTING GAS METERS IWI! I I Cio1} 1 d M\` \ I — — — I • I I �� I I i01 1 •�` :�, 1p3 I I „ , Lo). , II4 ...._ ,f ___ _ __ _ _ P NEW EXIT DOOR/ WOODBLOCK ARCHITECTURE,INC. 1 . ¢ VERIFY WITH OWNER ON ` 827 SW 2ND AVENUE,SUITE 300 \ 056i) ! r — - co 2 T RELOCATING EXISTING OR - PORTLAND,OR 97204 P 503.8890504 \ I o W /05l INSTALLING NEW FIXTURES F-- I / 105 ` 7 Lt - - -L ti T — 1\ J — i' II I I co (106) IINEW 2X4 MIL STUD WALL, / (Doi} II LE _____J MATCH HEIGHT OF I ADJACENT BATHROOM WALL. 5'-0' 3'-0" 20'- 11112" i' / j/ `e 16 -6 114" // 17' -3" I FOF DEMO (E) WALL AND DOOR IN ENTIRETY I \ LL /_ 1 CD03-) II H II II DEMO (E) WALL AND DOOR IN ENTIRETY -- 12'- 3114" /� /e 46'-0112" r ' NEW 1 HR WALL TO B.O. DECK. UL ASSEMBLY U419. SEE DETAIL 3/A002 Co (FUTURE) (FUTURE) .60 TENANT 1 TENANT 2 `° 1757 SF 1495 SF TIGARD TOWNE SQUARE 16200 SW PACIFIC HWY SUITE G4'-- TIGARD, OR 97224 0 Project#18-121 4 pp 2'-3" Ji,.. N .DON 1 HR RATED MULLION TRIM I•I',(4 ..''ii OREGON CAP. UL ASSEMBLY WW-S-1039. � O, : SEE DETAIL 4/A002 rOF O -- DEMO EXISTING STOREFRONT FOR NEW STOREFRONT WITH NEW STOREFRONT WITH ENTRY JONATHAN H. DUNN, / ENTRY DOOR DOOR. MATCH EXISTING, ADJ BUILDING `v ARCHITECT 1-= / STANDARD. 2 �' % PERMIT SET co 10.15.19 RiPTION DATE - FOF_ 6 ---gs.a. - Z I ,I III-1 E1oo) i , I I I i 02} I �L.I Ewa) I d ±J I ' REV w C as i1 \ 2 m o a) v A200 A200 EXISITING FLOOR PLAN + DEMO FLOOR PLAN SCALE 1 1/8"= I-0" SCALE 11/8" = 1-0" to I 03 i- 0) co 0 th GENERAL NOTES: • NEW FULL HEIGHT DEMISING WALL TO BE 2 X 6 MTL STUD, 16"O.C. , IZ • SEE DETAIL 3/A100 • ALL OTHER NEW WALLS TO BE 2 X 4 MTL STUD 16" O.C. 10'-0"AFF. it In • DEMO ALL FLOOR FINISHES TO SMOOTH CONCRETE THROUGHOUT w vAl• POUR BACK SLAB TO FLUSH AT DEMO'D RESTROOM w o ••• ALL INTERIOR WALL SURFACES TO LEVEL 4 DRYWALL FINISH, — PAINTED WHITE. 01 FRP ON RESTROOM WALLS TO 4'-0" U N JOB SITE TO BE BROOM SWEPT AT END OF EACH CONSTRUCTION AY FLOOR PLANS o ZD"- Q • CAP ALL UNUSED UTILITIES AT SOURCE o