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Plans (3) BU P2019 - 00026 GYM HABIT TENANT IMPROVEMENT h_ OREGON BUSINESS PARK III - 15965 SW 72ND AVE PORTLAND , OR 97224 111 Bridgetown ABBREVIATIONS PROJECT NOTES PROJECT INFORMATION ADJ ADJACENT MATL MATERIAL A. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED CODE EDITIONS (BUILDING, CLIENT: GYM HABIT, LLC This drawing Is the property of 8ridgetown Design, 1-LC and is to be used only for work expressly AFF ABOVE FINISH FLOOR MAX MAXIMUM ELECTRICAL, MECHANICAL ETC.), AND TO THE CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. 1185 SW STEPHENSON COURT specinedlnthe contract doeumenta. ALT ALTERNATE MECH MECHANICAL B. CONTRACTOR (THE TERM "CONTRACTOR" INCLUDES ALL SUB-CONTRACTORS. THROUGHOUT THIS DOCUMENT) PORTLAND, OR 97219 ALIALUM ALUMINUM MFR MANUFACTURER SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO STARTING CONSTRUCTION AND REPORT ANY 503-961-4968 RECEIVED APPR APPROVED MIN MINIMUM DISCREPANCIES TO THE ARCHITECT OF RECORD. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING GYMHABIT365@GMAIL.COM FEB b 2419 APPROX APPROXIMATE MISC MISCELLANEOUS SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. ARCH ARCHITECT(URAL) MR MOISTURE-RESISTANT C. THE CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE CONSTRUCTION DOCUMENTS PRIOR ARCHITECT: ROSS SANDERS CITY OF TIOARD TO COMMENCEMENT OF ANY PROJECT- RELATED ACTIVITY. ERRORS AND OMISSIONS IN THE PLANS SHALL BE CALLED TO BRIDGETOWN DESIGN BUILDING DIVISION BTWN BETWEEN NIC NOT IN CONTRACT THE ATTENTION OF THE ARCHITECT OF RECORD. FAILURE TO DO SO ON THE PART OF THE CONTRACTOR DOES NOT 17574 SCHALIT WAY OFFICE .COPY. BLDG BUILDING NO./ # NUMBER RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO PROVIDE A CORRECT AND FINISHED PRODUCT. CONTRACTOR TO BLKG BLOCKINGCLARIFY WITH OWNER & ARCHITECT OF RECORD ON ANY MISSING OR UNCLEAR ITEMS PRIOR TO BIDDING. FAILURE TO DO LAKE OSWEGO, OR 97035 QTY OF'TIGtD BOTT BOTTOM NOM NOMINAL 503-545-0432 D FOR CODE COMPLIANCE NTS NOT TO SCALE SO WILL RESULT IN CONTRACTOR PURCHASE OF THE ADDITIONAL MATERIALS AT CONTRACTORS COST. D. THE CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK WITH THE BUILDING OWNER AND TENANT ROSS a@BRIDGETOWNDESIGN.COM Approved: 1 C1.0 ui k�. CEN CENTEROTC: `--------4-31 - 0/A OVERALL (OWNER) TO MEET THE OWNER'S SCHEDULE. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE INDICATING CONTRACTOR: TBD CJ CONTROL JOINT Pcrmit#: I ' -, X.-VrAL ' ' / CL CENTER LINE OC ON CENTER OVERALL TIME LINE AS WELL AS PHASING AND COORDINATION OF INDIVIDUAL SUB- CONTRACTORS. OD OUTSIDE DIAMETER E. ALL WASTE MATERIAL SHALL BE LEGALLY DISPOSED OR, WHERE POSSIBLE, RECYCLED. - Address: ) 4-9 C. ,s-%,_, 72- - A\I CLG/CLNG CEILING OFCI OWNER FURNISHED, F. CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE, DUST AND DEBRIS ON A DAILY BASIS AND SHALL Suite #: CLR CLEARBY: Date: - -<-) 9 CO CARBON MONOXIDE CONTRACTOR INSTALLED PROTECT THE REMAINDER OF THE SITE FROM ON-GOING WORK. COL COLUMN OFOI OWNER FURNISHED, G. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TYPICALLY TO FACE OF STUD, UNLESS NOTED TAX MAP INFO: TLNO 2S112DC00701 • CONC CONCRETE OWNER INSTALLED OTHERWISE. CONST CONSTRUCTION OPG OPENING H. CONTRACTOR SHALL WARRANTY ALL PARTS, LABOR, EQUIPMENT AND MATERIAL PROVIDED UNDER THIS CONTRACT CONT CONTINUOUS OPP OPPOSITE FOR A PERIOD OF (1) YEAR (OR GREATER IF PROVIDED BY SUBCONTRACTORS OR MANUFACTURER) FROM CPT CARPET 0/S OUTSIDE COMPLETION OF THE BUILDING CONTRACT. PROJ ECT SCOPE NARRATIVE OTS OPEN TO STRUCTURE I. CONTRACTOR SHALL VERIFY EXISTING ELECTRICAL SERVICE AND SHALL COORDINATE WITH OWNER & UTILITY ON DBL DOUBLE ANY SERVICE-RELATED WORK. CONTRACTOR SHALL NOT DISRUPT BUILDING UTILITIES W/ OUT OWNER'S PRIOR PROJECT SCOPE FOR THIS INTERIOR TENANT IMPROVEMENT PROJECT INCLUDES INTERIOR FINISH AND P PAINT REMODELING WORK TO CONVERT EXISTING UNLEASED SPACE INTO A SMALL FITNESS CLUB. TWO UNRATED DIA DIAMETER PERP PERPENDICULAR APPROVAL, NOTIFY OWNER 3 DAYS PRIOR TO THE WORK. WALLS FOR OFFICE SPACE WILL BE ADDED. MINOR MECHANICAL, ELECTRICAL AND PLUMBING WORK DIM DIMENSION R PLATE J. CONTRACTOR TO PROVIDE AS-BUILT DRAWINGS OF PROJECT AREA TO OWNER, HIGHLIGHTING ANY DISCREPANCIES ASSOCIATED WITH THESE ALTERATIONS WILL BE DESIGN-BUILD BY THE CONTRACTOR. DL DEAD LOAD BETWEEN DESIGN DOCUMENTS AND BUILT CONDITIONS, AND ALL WARRANTIES AND OPERATING MANUALS WITHIN TWO DN DOWN PLAM PLASTIC LAMINATE WEEKS OF COMPLETION OF WORK. CONTRACTOR TO PROVIDE FINAL CERTIFICATE OF OCCUPANCY. FINAL INVOICE WILL DR DOOR PLYWD PLYWOOD NOT BE PAID UNTIL OWNER HAS RECEIVED THESE ITEMS. DWG DRAWING POWD POWDER K. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ANY SHORING, BRACING OR RELATED ITEMS SHEET LIST PT PRESSURE-TREATED NECESSARY FOR DEMOLITION AND/OR CONSTRUCTION. CONTRACTOR IS TO IDENTIFY ANY BEARING WALLS IMPACTED BY ELEV ELEVATION PTD PAINTED A1.0 TITLE SHEET WORK ON THIS PROJECT AND NOTIFY ARCHITECT & OWNER PRIOR TO STARTING WORK. A2.0 CODE STUDY & PLANS ELEC ELECTRICAL R RADIUS L. PATCH AND REPAIR FINISHES WHERE EXISTING BUILDING ELEMENTS ARE REMOVED. EMBED EMBEDMENT M. CONTRACTOR TO PROVIDE OUTLETS & SWITCHES AS REQUIRED BY CODE IN ADDITION TO THOSE SPECIFICALLY A3.0 DETAILS ENG ENGINEER RAD RADIAL • RCP REFLECTED CEILING PLAN INDICATED ON THE PLANS. TYPICAL SWITCH HEIGHT TO BE 54" TO TOP OF SWITCH BOX U.N.O. • EOR ENGINEER OF RECORD RDT RADIANT N. CONTRACTOR TO VERIFY HVAC FUNCTIONALITY; CHANGES TO INTERIOR WALLS SHOWN IN DRAWINGS MAY IMPACT • EQ EQUAL ,-- REF REFERENCE HVAC ZONING, CONTRACTOR TO DETERMINE FINAL LOCATIONS AS DESIGN-BUILD AND COORDINATE LOCATIONS W/ - EXIST EXISTING • REINF REINFORCING LIGHTING AND OTHER SYSTEMS/EQUIPMENT. EXP EXPOSED • REQ REQUIRED 0. CONTRACTOR TO COORDINATE FINAL INTERIOR FINISHES SELECTIONS W/ OWNER PRIOR TO ORDERING - FINISHES EXP JT EXPANSION JOINT REV REVISION INDICATED IN THESE DRAWINGS ARE PRELIMINARY SELECTIONS AND ARE SUBJECT TO CHANGE EXT EXTERIOR RM ROOM P. PATCH, REPAIR & PRIME EXISTING WALL FOR NEW PAINT - COORD W/ OWNER ON LOCATIONS & COLOR SELECTION •YiD4°. � F FLUSH RO ROUGH OPENING Q. CONTRACTOR TO VERIFY EMERGENCY LIGHTING FUNCTIONALITY - PROVIDE 1 Fc MIN AVE AT EGRESS PATHS ROSS Kline! R5 n r FACE/STUD FACE OF STUD �. / 1--4 FF FACTORY FINISH SC SEALED CONCRETE t '11-41 . - �� FFE FINISH FLOOR ELEVATION SCR SOLID CORE FIN FLR FINISH FLOOR SHTG SHEATHING FLR FLOORSIM SIMILAR 1, ' F/ FACE OF SPEC SPECIFICATION Q FOF FACE OF FINISH SQ SQUARE FOS FACE OF STUD SS STAINLESS STEEL FOW FACE OF WALL STD STANDARD FT FEET/FOOT STND STAINED SUSP SUSPENDED GA GAUGE SV SHEET VINYL GALV GALVANIZED z w GEN GENERAL T/ TOP OF Oregon BusinessParklll �� CW � N GL GLAZED THK THICK(NESS) g 0 C Q1` GSF GROSS SQUARE FEET TS TUBE STEEL --n J w Q C) GWB GYPSUM WALL BOARD TYP TYPICAL Sy: <.,F�i.�L UO Z O HC HOLLOW CORE U/C UNDER-COUNTERcc o Court„ ._.. C� HDR HEADER U/CAB UNDER-CABINET Parti HDW HARDWARE UNO UNLESS NOTED OTHERWISE {n 3 Q Cl- ❑ HG HARDWARE GROUP UIS UNDERSIDE 0 = = G Z HGR HANGER .. V HM HOLLOW METAL V - Bslr"Ocfl! VARIES N HORIZ HORIZONTAL VB VAPOR BARRIER a d ! Z (0 �--- HTG HEATING VERT VERTICAL ON r n < 0) W HVAC HEATING, VENTILATION AND VIF VERIFY IN FIELD PROJECT -� 5��' V Z 0 AIR CONDITIONING W/O WITHOUT `N` gay i�i,y Expres �"` I— ID INSIDE DIMENSION WD WOOD ` LOCATION INSUL INSULATION WP WATER PROOF � � � .j-�i.l South - Lake... � ED '' INT INTERIOR WR WATER RESISTANT r _...:_-en -- a w A •• • • •• O' M 'i \' '�% REV. REVISION DATE , ,G.'\\‘. O i //� 01 � , as, ,' I a , C. Ir a b i E 0 TITLE 35-11' 25-0' 25-7 25-0' 25-0' 25-0 25-0' 25-0' 2-Cr 1(1-4 CITY O F TI GA R D SHEET aO O 3 O 0 0 0 0 O O O Orego . Bu ,iness pork I Approved by Planning +, Date: 9- S i 1 cl Initials: ______ OVERALL BUILDING PLANI5VICINITY PLAN NTS NTS PERMIT SET 1 /7/2019 Al , 0 1 CODE STUDY ilia JURISDICTION: CITY OF TIGARD 0 RCP LEGEND O ZONING: IP (INDUSTRIAL PARK) EXIST. SPRINKLER HEAD BASED ON THE 2014 OREGON STRUCTURAL SPECIALTY CODE CONSTRUCTION TYPE: TYPE V-B - CONCRETE & STOREFRONT EXT. WALLS, FLOOR; WOOD DIAPHRAGM @ ROOF bi idgetown EXIST. HVAC SUPPLY OR RETURN TENANT SPACE AREA: 'B' OCC: 19,000 SF ALLOWABLE PER STORY (SECTION 503) EXIST. 2X2 LIGHT FIXTURE WI AUTOMATIC SPRINKLER INCREASE, 1 STORY (+300%) = 76,000 GSF ALLOWABLE This drawing Is the property of Bridgetown Design. PROVIDED: 1,530 SF Lend is to be used only for work expressly O LC specified to the contract documents, a HEIGHT: ONE STORY ACTUAL (3 STORIES ALLOWABLE) TENANT OCCUPANCY: B (OFFICE) PER 303.1.2 SMALL ASSEMBLY SPACES 8'-5" 4'-6" 9,-1„ AUTOMATIC FIRE SPRINKLERS; YES I FIRE RESISTIVE REQUIREMENTS (SECTION 700) NEW PLAM COUNTER- THERE ARE NO KNOWN EXISTING RATED WALLS AFFECTED BY THE SCOPE OF THIS PROJECT, HOWEVER .41 TOP @ 42" TILE FLOORING WHERE RATED WALLS OR HORIZONTAL SURFACES AND NEW RATED MECHANICAL ROOM WALLS ARE i IMPACTED BY PROJECT WORK: PENETRATIONS PER (SECTION 713), JOINTS (714), OPENINGS (715) & DUCTS/AIR TRANSFER (716); 4' NEW 60" HIGH WALL INTERIOR FINISHES - WALL AND CEILING (SECTION 803) . 4- BUILT IN COUNTER @ 42" - i 't 'B' OCCUPANCY, SPRINKLERED: CLASS B MIN. MIN. CRIT. RADIANT FLUX: 'B' & 'S' OCCUPANCIES: CLASS H NEW 60" HIGH WALL `` W W w STORAGE BINS BY v .v 4. 4, ' FIRE PROTECTION (CHAPTER 9 - OREGON FIRE CODE) OWNER 4, v. 4' v. v. 4, 1, 4, 4, 4, AUTOMATIC SPRINKLER SYSTEM IS PRESENT, NEW FIRE EXTINGUISHERS SHOWN ON FLOOR PLAN W/ 75' RADIUS CIRCLE TO SHOW APPROXIMATE TRAVEL DISTANCE 1, 4, 1, 4, 4, NV * y y NI, y y y GENERAL MEANS OF EGRESS (SECTION 1003) 4, 1, * 4, y ALL CEILINGS HIGHER THAN 7'-6"; NO PROTRUDING OBJECTS OR HORIZ PROJECTIONS; LEVEL, 4, 4, * 4, 4, SLIP-RESISTANT FLOOR SURFACE (CARPET TILE AND RUBBERIZED FLOOR TILE, TYP) � y W y ' 1, 4 4' 1, ' OCCUPANT LOAD (SECTION 1004) y s, 1/ 1, 4, 1, 4, y 4, y 1,530 SF EXCERCISE ROOMS (1,530/50= 31 OCCS) v w 1, 4, v. y EGRESS WIDTH (SECTION 1005) EXIST. TENANT WALL y 1/ + y 1 DOORS: REQUIRED WIDTH: 0.2" X 31 OCCUPANTS = 6.2" PROVIDED: 103.5" AMONG (2) EGRESS DOORS MEETS BLOCKED EXIT REQ'MT OF 50% REQ'D WIDTH MAINTAINED (FOR NEW CONSTRUCTION) DOORS: 62'12 = 3.1" REQUIRED (103.5"/2 = 51.75" PROVIDED) i i ■ MEANS OF EGRESS ILLUMINATION (SECTION 1006) 850 SF RUBBER FLOORING • " • - - • . EXISTING MEANS OF EGRESS ILLUMINATION APPEARS TO MEET CODE REQUIRED MINIMUM OF ONE . FOOTCANDLE AT WALKING SURFACE. CONTRACTOR TO VERIFY IN FIELD. e14,`K.' ACCESSIBLE MEANS OF EGRESS (SECTION 1007)) ROSS M. - • 4 RS n ACCESSIBLE MEANS OF EGRESS NOT REQUIRED IN ALTERATIONS TO EXISTING BUILDINGS �,./� r , a •DOORS ,� (SECTION 1008) ai t 1 sREGCN , ALL EGRESS DOORS 32" MIN CLEAR (34.5" TYP) x 6'-8" CLR HT; EXTERIOR EGRESS DOORS SWING IN `, .2ak, DIRECTION OF TRAVEL (OUTWARD); INDIVIDUAL ROOM DOORS W/ OCC LOADS <50 MAY SWING INWARDS `' (SEE PLAN); CONTRACTOR TO VERIFY SWING FORCE OF EGRESS DOORS < 5 LBS & THAT HARDWARE INCLUDES ACCESSIBLE LEVER HARDWARE @ 34" TO 48" AFF AND REQUIRE ONLY A SINGLE ACTION TO UNLATCH; LANDINGS AT EXTERIOR EGRESS DOORS IS WIDER THAN DOOR & 44" IN DIR OF TRAVEL; CONTRACTOR TO VERIFY THAT THRESHOLDS HAVE 4" MAX VERT RISE AND ARE RAMPED AT VERT CHANGES GREATER THAN 2" H EGRESS DOORS W/ LOCKS TO HAVE 1" CONTRASTING LETTERING AT TOP OF DOOR READING "THIS W N DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" W .> N EXIT SIGNS (SECTION 1011) W 0) EXISTING ILLUMINATED EXIT SIGN TO REMAIN (CONTRACTOR TO VERIFY ILLUMINATION); SEE EGRESS . O z OPLAN FOR LOCATIONS. TYP SPACING IS LESS THAN 100' C\ m , .. EXIT ACCESS (SECTION 1014) < 0- 0 _ 2 > z COMMON PATH TRAVEL DISTANCE (B OCCUPANCY, SPRINKLERED: 100' ALLOWABLE, 86' MAX ACTUAL) --• co Q NEW WALL TO : F- Lo _I U/SIDE OF CEILING EXIT & EXIT ACCESS DOORWAYS (SECTION 1015) >1 Z co i- 1/ (SEE 1 &21A3.0) ` 'B': ONE EXIT REQUIRED (X>49 OCCUPANTS) Qj7 NEW FLUSH / 1 EXIT ACCESS TRAVEL DISTANCE (SECTION 1016) W LL Few WOOD 3'-0"x6-8" 'B', SPRINKLERED: 300' ALLOWED, 86'ACTUAL DOOR WI PAINTED HMK o FRAME &LEVER $ $ r EXIT DISCHARGE (SECTION 1027) -' HARDWARE INCL. 1 THUMBTURN 00. NEW LIGHT EXITS DISCHARGE DIRECTLY TO EXISTING SIDEWALK (PUBLIC WAY) REV. REVISION DATE PRIVACY LOCK SWITCH FOR / EXISTING '-1' % F XITU E)CE(LING ACCESSIBILITY (CHAPTER 11) ELECTRICAL PANEL ALL NEW CONSTRUCTION IS DESIGNED FOR COMPLIANCE WITH THE 2014 OSSC & ANSI A117.1. FLOOR PLAN ENERGY EFFICIENCY (CHAPTER 13) & REFLECTED : NO CHANGE IN OCCUPANCY OR HVAC CAPACITY SO NO ENERGY EFFICIENCY UPGRADES TRIGGERED CEILING 8'-0" 4'-7" 8'-7" ,--i ► ,-. LAN PLUMBING FIXTURES (TABLE 29-A) TWO UNISEX RESTROOMS ARE PROVIDED BY THE BUILDING OWNER 1/41-74 0 FLOOR PLAN SCALE: 1" = 4'-O" FLOOR PLAN SCALE: 1" = 4'-0" • SEE 3/A3.0 FOR FLOORING TRANSITION DETAIL 1-,�►,,� SEE 4/A3.0 FOR TYP CEILING EQUIPMENT BRACING WHERE NEW WORK OCCURS PERMIT SET 1 /7/2019 _� _ E0 CODE STUDY A* JURISDICTION: CITY OF TIGARD i dl C RCP LEGEND ZONING: IP (INDUSTRIAL PARK) o EXIST. SPRINKLER HEAD BASED ON THE 2014 OREGON STRUCTURAL SPECIALTY CODE CONSTRUCTION TYPE: TYPE V-B - CONCRETE & STOREFRONT EXT. WALLS, FLOOR; WOOD DIAPHRAGM @ ROOF bridgetown AEXIST. HVAC SUPPLY OR RETURN TENANT SPACE AREA: 'B' OCC: 19,000 SF ALLOWABLE PER STORY (SECTION 503) EXIST. 2X2 LIGHT FIXTURE WI AUTOMATIC SPRINKLER INCREASE, 1 STORY (+300%) = 76,000 GSF ALLOWABLE PROVIDED: 1,530 SF This drawing distosthe property ofBridgetown ressly gn, LLC end is to be used only for work expressly specified fn the contract documents. HEIGHT: ONE STORY ACTUAL (3 STORIES ALLOWABLE) TENANT OCCUPANCY: B (OFFICE) PER 303.1.2 SMALL ASSEMBLY SPACES 481-5" 4'-6„ 9'-1„ AUTOMATIC FIRE SPRINKLERS: YES T ,.._ FIRE RESISTIVE REQUIREMENTS (SECTION 700) NEW PLAM COUNTER- THERE ARE NO KNOWN EXISTING RATED WALLS AFFECTED BY THE SCOPE OF THIS PROJECT, HOWEVER EN, TOP @ 42" TILE FLOORING WHERE RATED WALLS OR HORIZONTAL SURFACES AND NEW RATED MECHANICAL ROOM WALLS ARE IMPACTED BY PROJECT WORK: PENETRATIONS PER (SECTION 713), JOINTS (714), OPENINGS (715) & DUCTS/AIR TRANSFER (716); q - NEW 60" HIGH WALL INTERIOR FINISHES - WALL AND CEILING (SECTION 803) o BUILT IN COUNTER @ 42" 'B' OCCUPANCY, SPRINKLERED: CLASS B MIN. Zo MIN. CRIT. RADIANT FLUX: 'B' & 'S' OCCUPANCIES: CLASS II NEW 60" HIGH WALL W 4, W STORAGE BINS BY * * ' * FIRE PROTECTION (CHAPTER 9 - OREGON FIRE CODE) OWNER 4, * s 4, 4, 4, 1, 4, AUTOMATIC SPRINKLER SYSTEM IS PRESENT, NEW FIRE EXTINGUISHERS SHOWN ON FLOOR PLAN W/ 75' y W RADIUS CIRCLE TO SHOW APPROXIMATE TRAVEL DISTANCE GENERAL MEANS OF EGRESS (SECTION 1003) -, 4, ,- 4, ALL CEILINGS HIGHER THAN 7'-6"; NO PROTRUDING OBJECTS OR HORIZ PROJECTIONS; LEVEL, 4, 1/ 4, 1, SLIP-RESISTANT FLOOR SURFACE (CARPET TILE AND RUBBERIZED FLOOR TILE, TYP) V, 1, 4/ 4, .4, 1, 1- 1, 1 OCCUPANT LOAD (SECTION 1004) w 1, 1/ 1, 4, 4, 1, �, 1,530 SF EXCERCISE ROOMS (1,530150= 31 OCCS) 4,y 1, 1, 4, 1, EGRESS WIDTH (SECTION 1005) EXIST. TENANT WALL - 1, 4, 4/ 4, v _ DOORS: REQUIRED WIDTH: 0.2" X 31 OCCUPANTS = 6.2" l- y PROVIDED: 103.5" AMONG (2) EGRESS DOORS MEETS BLOCKED EXIT REQ'MT OF 50% REQ'D WIDTH MAINTAINED (FOR NEW CONSTRUCTION) 1, 4, 4, 4, ' w �, y �, DOORS: 6.2"12 = 3.1" REQUIRED (103.5"12 = 51.75" PROVIDED) 4, • 4, 4, 4+ 1, Y 4, 1, y 1, MEANS EGRESS LLUMINAT ON (SECTION 1006) • 850 SF RUBBER FLOORING 420 SP'ATHEET1C'TURF y ,(APPROX.'9'X461,7") EXISTING MEANS OF EGRESS ILLUMINATION APPEARS TO MEET CODE REQUIRED MINIMUM OF ONE 1, 4, 4, 4, 1, FOOTCANDLE AT WALKING SURFACE. CONTRACTOR TO VERIFY IN FIELD. `K,` 4, 1, 1/ 1' Age ACCESSIBLE MEANS OF EGRESSSECTION 1007 ` 4, W y ( ) 9 ROSS M ' • 1 RS ACCESSIBLE MEANS OF EGRESS NOT REQUIRED IN ALTERATIONS TO EXISTING BUILDINGS r �� / 1-3 o 4' 1, 1, 1, 1, vDOORS (SECTION 1008) w •1 fI. OREGON ,1 . , 1/ 1, y ALL EGRESS DOORS 32" MIN CLEAR (34.5" TYP) x 6'-8" '4 CLR HT; EXTERIOR EGRESS DOORS SWING IN77 - , y w ,� DIRECTION OF TRAVEL (OUTWARD); INDIVIDUAL ROOM DOORS W/ OCC LOADS <50 MAY SWING INWARDS `` 4, 4, (SEE PLAN); CONTRACTOR TO VERIFY SWING FORCE OF EGRESS DOORS < 5 LBS & THAT HARDWARE y s4, INCLUDES ACCESSIBLE LEVER HARDWARE @ 34" TO 48" AFF AND REQUIRE ONLY A SINGLE ACTION TO UNLATCH; LANDINGS AT EXTERIOR EGRESS DOORS IS WIDER THAN DOOR & 44" IN DIR OF TRAVEL; 1, y 1, 1/ 4, CONTRACTOR TO VERIFY THAT THRESHOLDS HAVE in MAX VERT RISE AND ARE RAMPED AT VERT 1, 1, 1, 1, 4, CHANGES GREATER THAN 2" I- ..t, EGRESS DOORS W/ LOCKS TO HAVE 1" CONTRASTING LETTERING AT TOP OF DOOR READING "THIS w I DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" • �, �, EXIT SIGNS (SECTION 1011) J w ❑ 0) ct .4, 4, 0 EXISTING ILLUMINATED EXIT SIGN TO REMAIN (CONTRACTOR TO VERIFY ILLUMINATION); SEE EGRESS0 Z o 1, 1, 1/ 1, PLAN FOR LOCATIONS. TYP SPACING IS LESS THAN 100' (V O EXIT ACCESS (SECTION 1014) Q 0 4, 1/ W COMMON PATH TRAVEL DISTANCE ('B' OCCUPANCY, SPRINKLERED: 100' ALLOWABLE, 86' MAX ACTUAL) - co < NEW WALL TO 4, y, v w (SECTION EXIT & EXIT ACCESS DOORWAYS1--- Lo J U/SIDE OF CEILING y w 1015) Z CO (SEE 1 & 21A3.0) .4, 4, 4, w 4, 'B': ONE EXIT REQUIRED (X>49 OCCUPANTS) Q NEW FLUSH 7 ) EXIT ACCESS TRAVEL DISTANCE (SECTION 1016) W 0_ WOOD 3'-0"x6'-8" 'B', SPRINKLERED: 300' ALLOWED, 86' ACTUAL DOOR WI PAINTED HMK a FRAME &LEVER $ $ EXIT DISCHARGE o HARDWARE INCL. r (SECTION 1027) THUMBTURN j j NEW LIGHT EXITS DISCHARGE DIRECTLY TO EXISTING SIDEWALK (PUBLIC WAY) REV. REVISION DATE PRIVACY LOCK i % SWITCH FOR EXIST. CEILING / / EXISTING '-1' FIXTURE) ACCESSIBILITY (CHAPTER 11) ELECTRICAL PANEL A A _� ALL NEW CONSTRUCTION IS DESIGNED FOR COMPLIANCE WITH THE 2014 OSSC & ANSI A117.1. .0 1_1 FLOOR PLANT ENERGY EFFICIENCY (CHAPTER 13) & REFLECTED NO CHANGE IN OCCUPANCY OR HVAC CAPACITY SO NO ENERGY EFFICIENCY UPGRADES TRIGGERED CEILING 8'-0" 4'-7" 8'-7" PLAN PLUMBING FIXTURES (TABLE 29-A) TWO UNISEX RESTROOMS ARE PROVIDED BY THE BUILDING OWNER �' FLOOR PLAN SCALE: 1" = 4'-0" (-46FLOOR PLAN SCALE: 1" = 4'-0"0 SEE 3/A3.0 FOR FLOORING TRANSITION DETAIL SEE 4/A3.0 FOR TYP CEILING EQUIPMENT BRACING WHERE NEW WORK OCCURS PERMIT SET 1 /7/2419 A2 , 0 t--6'-0' MAXI NOTE:PROVIDE SLACK WIRES @ ALL iz EXIST STRUCTURE —1� l-- 8' MAX LIGHT FIXTURES&AIR TERMINALS �`�''f'� 5/8" TYPE 'X' GWB EA. SIDE TRANSITION STRIP; ROPPE E 177 P193 BLACK-BROWN i� VERT STRUT TABLE; �'� ALTERNATING MTL STUDLENGrH VERTICAL 362T150-18 TRACK BLKG @ BRACING @ 4' O" OC TO STRUC ., . 161 4 D OC VERTDECK WHERE DIST BTWN PERP sZEUT1INTERSECTING OR HORIZSOUND BATT INSUL RUBBER TILE O UT06 1 112 X16 WALLS >8'-O" OC; (4)#6 SCREWS FLOORING RGA.OLLEED�362S162-33 MIL MTL STUDS @ MIN @ BRACING TO TOP TRACK; �, CHANNELBridgetown 1II @ 16" O.C. W1362T125-33 4�° UP TO 72" 1 1/T x 25 TRACKS TOP AND BOTTOM .� TRANSITION STRIP; ROPPE GA.C-STUDS 177 P193 BLACK-BROWN I SUSPENDED CEILING (SAT) SECURE HANGERS TO STRUCT; FASTEN 362T125-33 BOTTOM TRAPEZE DUCTwoRK AND OTHER TRACK TO EXIST SUBFLOOR ' ` '� �/� �////r/ _ LARGE OBSTRUCTIONS W1114" DIAMETER MIN POWER COUNTERSLOPE HANGERS IF MORE LLCsr, is( be s theused eopartyo Oike[oresslwn y Design, >;-- USG 20D-A CASING BEAD; 914 LLCsndistabeusedon�yfarworkexpressly ACT FASTENER @ EA. STUD RUBBER TURF THAN 1:6 OUT OF PLUMB specified in the contract documents. MIN, GAP AT TOP OF GWB W/ FLOORING CROSS RUNNERS BETWEEN MAINS MIN. GAP AT TOP OF GWB WI ACTIV FAST 4'-0"OC MAX ATTACH SLOTTED MTL STUD • MAIN RUNNERS 4'-0"OC;SUPPORT RUBBER BASE r WI#12 WIRE @ 4-0 OC EA WAY } TRACK THROUGH CEILING TO LAT BRACING @ 12'-0"OC EA WAY �„ �nh�� ,�, CONT ACOUSTIC SEALANT BENT FLANGE OF BRACES; @MAINS W/APPROVED VERT TO This MAX (1.1 •,.it��f EA. SIDE ,., STRUCT(SEE TABLE BELOW);START BRACING WAN 6'-0"OF PERIMETER SEE PLAN FOR FLOOR FINISH .. AND 2"FROM CROSS RUNNER CUT OFF GWB EDGE TAPER WALL ASSEMBLY ADDITIONAL HANGERS @ ALL MEM- ,:1 / BERS W/IN 8"OF PERIMETER STABILIZER BAR BTWN ALL MEMBERS NOTE: SEE 2 & 31A5.0 FOR TOP OF WALL CONDITIONS; 1/4" MAX VERT RISE,TYP; SLOPE 1/2" OR GREATER @2:1 SYSTEM TO CONFORM TO ASTM C635&C636 AT PERIMETER 0 INTERIOR PARTITION DETAIL ©TOP OF WALL DETAIL 0 FLOORING TRANSITIONS A SUSPENDED CEILING BRACING DETAIL NON-BEARING 1 112"=1'-0" AT LI/SIDE OF EXISTING CEILING I 112"=1'-0" PITS NOTE:ALL CONNECTORS TO BE OF APPROVED TYPE AND HAVE 100 LB CAPACITY NTS • • • C."31 3 A S 5 ROSS M. ! . l RS n f {p. .S:II :. :. +REGON ,1 ~ yam01; F- zw � W > N U h. J w � C5) UoN0 0o N. A i 2 > z >- z co I- 0 < c 0t Z 0 w � a. F- REV. REVISION DATE DETAILS & DOOR SCHEDULE PERMIT SET 1 /7/2019 A3 , 0