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Plans (50) 14050 SW PACIFIC HWY. TIGARD , OREGON 97227 DESCRIPTION OF WORK: DRAWINGS: TENANT IMPROVEMENT OF EXISTING SPACE WITH NO CHANGE TO AO - TITLE SHEET OCCUPANCY. REPAIR DAMAGED INTERIOR WALLS, CEILNGS, Al - WORK AREA PLAN OPENINGS, AND FINISHES AND REPLACE DAMAGED EXTERIOR A2 - SUITE 101 PLAN GLAZING. A3 - DETAILS ff.., :� CONTRACTOR: ... BELFOR PROPERTY RESTORATION .' 12823 NE AIRPORT WAY PORTLAND, OREGON 97230 r ,` ,;,4.,, PHONE 503.209.9865 CCB #: 146973 .,', CONTACT: MIKE PADILLA ` Y EM: mike.padilla@us.belfor.com 4 In% *•. r4,,Sit •,. i' ENERGY CODE COMPLIANCE WALL INSUL R-15 FLAT CLG INSUL R-49 VAULTED CLG INSUL> 10 IN. NOMINAL RAFTER DEPTH R-25 BUILDING CODES: VAULTED CLG INSUL>8 IN. NOMINAL RAFTER DEPTH R-21 2014 OREGON STRUCTURAL SPECIALTY CODE UNDER FLOOR INSUL> 10 IN. NOMINAL JOIST DEPTH R-30 OCCUPANCY / CONSTRUCTION TYPE: UNDER FLOOR INSUL>8 IN. NOMINAL JOIST DEPTH R-25 SLAB EDGE PERIMETER INSUL R-15 OCCUPANCY: B(PROFESSIONAL) CONSTRUCTION TYPE: VB WINDOW CLASS U=0.35 FULLY SPRINKLERED: NO SKYLIGHT CLASS U=0.60 ALARMS: YES EXTERIOR DOORS U=0.20 NO.STORIES ALLOWED EXISTING TWO STORY w/BASEMENT FLOOR AREA ALLOWED EXISTING EXTERIOR DOORS w/>2.5 SF. GLAZE U=0.40 FLOOR AREA ACTUAL EXISTING FORCED AIR DUCT INSUL R-8 EGRESS REQUIREMENTS: EXIT SIGNS AS REQUIRED-EXISTING NO CHANGE ACCESSIBILITY REQUIREMENTS: EXIT ILLUMINATION: 1 FOOTCANDLE-EXISTING NO CHANGE THIS PROJECT IS NOT CONSIDERED A SUBSTANTIAL ' " PATH OF EGRESS: AS REQUIRED-NO CHANGE ALTERATION AND EXISTING ACCESSIBLE ELEIfirtTsei 0 EXIT DISCHARGE: EXISTING-NO CHANGE H EGRESS WIDTH: EXISTING-NO CHANGE 2014 O.S.S.0 SECTION 1113-ALTERATIONS a t i Q EXIT SIGN W/INTEGRATED DIRECTIONAL ARROW WHERE ORS 447.241 (4): �• . OCCURS AT ALL EXITS,EVERY 100'IN CORRIDORS,AND IN (a) NO CHANGE IN PARKING REQUIRED • .:d ® SPACES WHERE 2 OR MORE ARE REQUIRED PER SECTION 1' +� (b) EXISTING ENTRANCE IS ACCESSIBLE % �+"� 01 1011.(WI POCHE INDICATING"EXIT"TEXT SIDE OF SIGN.) (c) ACCESSIBLE ROUTE PROVIDED lk ` V 4... 0 SIGNS SHOWN IN CORRIDORS ARE CEILING HUNG.SIGNS (d) NO CHANGE REQUIRED SHOWN ON WALL ARE WALL HUNG. (e) NO CHANGE REQUIRED 8 '4 (f) NO CHANGEN (a) NO 0 4 <;11717 > EMERGENCY BUG-EYE LIGHTS (g) NO CHANGE REQUIRED 0 aJ a l�DIRECTION OF EGRESS AND °III iT A OCCUPANT LOAD n ' :g r) b lit LEGEND ►•C r, I I = INDICATES EXISTING WALL I-- —+ = INDICATES HALF WALL HEIGHT PER ELEVATIONS-- ' = INDICATES WALL TAG. s 1:-:, MW//////////////////////////1 = INDICATES STRUCTURAL SHEARWALL ' N� R =RATED, NR= NON-RATED a- -�' dam-, rri = INDICATES DOOR TAG. C7f_-. 1 16 = INDICATES NEW WALL TO STRUCTURE ® SEE Al FOR DOOR SCHEDULE Za = INDICATES WINDOW TAG. PROPERTY = INDICATES WALL TO UNDERSIDE OF CEIILING ® SEE Al FOR WINDOW SCHEDULE. i mfis 1 DAMAGE SOLUTIONS DATE:04/18/2016 2850 SW CEDAR HILLS BLVD.SUITE 106 TITEL SHEET DRAWN BY:CJN FIRE DAMAGE REPAIR BEAVERTON,OREGON 97005-1354 AO JOB#:1604109 CONTACT:CHRISTOPHER NESTLERODE SHEET:AO 14050 SW PACIFIC HWY.TIGARD,OREGON 97227 PHONE:503.341.6801 EM.CNDESIGNS@COMCAST.NET • t ♦ 04 . r . .. 0 w • S 'PRE /\ / /o% d 1 Lower Women's \ I 1. —`-= --` --- 4 Pi�- //// J. / 44400 1III Supply CL Lower Men's � \ / II•• IIJ _____. _ . .. -4 511 r Fr. ,41 0� ..----.4 /, ,� r-A . A0 Al / 12 BF Storage CL Al ir .04, OFFICE 100 ,FVF 7 WORK AREA OFFICE ,•. - • SUITE 101 110 / 1160 SO. FT. ,„ ,„,,,,,,,,,,,,_ \ \ A _ , r 1 4; / OFFICE 102 / OFFICE 111 WORK AREA COMMON AREA I • 420 SO. FT. r 7 iiir PTV/ / - ,Alit_4044,.- - l//dm/iii E> �1 WORK AREA PLAN NORTH A 1 SCALE: 1/8"=1'-0" SUITE 110: REPLACE DAMAGED INTERIOR GYP WALLS, ACT CEILING AND GRID. BACK SPRAY EXPOSED STRUCTURE TO SEAL SMOKE DAMAGE. REPLACE SMOKE DAMAGED FLEX DUCTING. REPLACE DAMAGED DROP IN LIGHTING. COMMON AREAS: REPLACE ACT PANELS MAINTAIN EXISTING GRID, REPLACE FLOOR FINISHES. PROPERTY BACK SPRAY EXPOSED STRUCTURE TO SEAL SMOKE DAMAGE. h DAMAGE w r' SOLUTIONS DATE:04/18/2016 2850 SW CEDAR HILLS BLVD.SUITE 106 MAIN FLOOR PLAN DRAWN BY:CJN JOB#:1604109 FIRE DAMAGE REPAIR BEAVERTON,OREGON 97005-1354 A SHEET:Al 14050 SW PACIFIC HWY.TIGARD,OREGON 97227 CONTACT:CHRISTOPHER NESTLERODE PHONE:503341.6801 EM.CNDESIGNS@COMCAST.NET 4 .,M i REPLACE (E) L GLAZING Supply CL EXAM 1 101 B Lower Men's _ 114 SQ. FT. L 0 REPLACEMENT (N) 4040 DAMAGED WALL z REPLACEMENT RECEPTION DESK: (N) 3070 Bo COUNTER @ 48" \ DESK @ 34" • � 1 12 BF . :, ' ::: 0EXAM 2 101C #CLR� 114 SQ. FT. (N) 3070 OFFICE 101A 757 SQ. FT. I OFFICE 110A 191 SQ. FT. Lower Main Hall • ■ Lu z ccQ 06 cc 0 ti ^ Ur M W z06 � N D � OFFICE - w z 101D ce 149 SQ. FT. ces,„, V ( i SUITE 101 PLAN NORTH PROPERTY SE> - DAMAGE �A2 SCALE: 1/4"=1'-0" SOLUTIONS DATE:04/18/2016 2850 SW CEDAR HILLS BLVD.SUITE 106 DRAWN BY:C9 FIRE DAMAGE REPAIR BEAVERTON,OREGON 97005-1354 A2 MAIN FLOOR PLAN JOB T:A204109 HWY. CONTACT:CHRISTOPHER NESTLERODE SHEET: 14050 SW PACIFIC TIGARD,OREGON 97227 PHONE:503.341.6801 EM.CNDESIGNS@COMCAST.NET 4 (4)FASTENERS @ EA. KICKER BRACE @ 48"O.C.FASTEN (2)20 GA.ANGLE BRACING METAL THROUGH DROP CEILING WITH#10-16 STUDS @ 4'-0"O.C.BOTH SIDES. SCREWS EXTEND©45°ANGLE FROM 4.OF PARTITION TOP TRACK TO STRUCTURE ABOVE. / BOTTOM TRACK AT FULL HEIGHT WALL - •1 • TYPICAL HEAD (E)A.C.T. CONNECTION DETAIL 20 GA.SLIP TRACKd -....„,_ SET TEMP FASTENER FOR TRACK 24 GA.METAL STUDS @ 24" _ PLACEMENT THROUGH DROP CEILING O.C.MAX. WITH#10-16 SCREWS SPACED AS ,_ NEEDED.AT FULL WALL CONNECT TYPICAL STUD THROUGH TO BOTTOM TRACK. (2)#8 SCREWS EACH STUD,TYP. r:i HEAD CONNECTION DETAIL BUILT-UP HEADER, #8 SCREWS \A3i SCALE: 3/4" = 1' -0" @ 8"0/C L2x2x0'-4'x(MATCH HDR GAUGE)WI (3)#12 SCREWS 16 irrfaMMEMM AlNMI 1l2"DEFLECTION AS REQUIRED L 2x2 x STUD SLIP TRACK I I WIDTH x 33 MIL MIN.or MATCH HDR. GA. 1 W/(3)#8 SCREWS EACH LEG 1106,, 12"(MAX) FULL HEIGHT JAMB STUD 0 W JAMB STUD CLIP MAY BE PLACED ABOVE SILL 1 ---_______, L 2x2 x(MATCH SILL GAUGE) SECTION VIEW W/(3)#10 SCREWS EACH LEG STUD PIECE AS REQUIREDIl Il EACH SIDE OF JAMB WITH SCREWS AS REQUIRED TO EACH SLIP TRACK LEG ., JAMB AS REQUIRED 4 INT OPEN DETAILS TYPICAL STUD A3 SCALE: 1"=1'-0" C2 DEFLECTION DETAIL WALL TO UNDERSIDE OF ACT A3 SCALE: 3/4" = 1' - 0" SUSPENDED TILE CEILING TYPICAL STUD I 1 SIZED TO MATCH EXTNG. 0.145"x 1-1/4"PDF'S @ NEOPRENE FOAM TAPE CONT. ♦I 24"O.C.WITHIN 4"OF 1111BETWEEN BLOCKS. EACH STUD. INSTALL STUDS WITH SAME *AT WOOD CONN.#8 CONT.METAL CASING BEAD. DIMENSION(10"MIN.)FOR SCREWS @ 12"O.C. SEE HEAD DETAIL BRIDGING ALIGNMENT(IF REQUIRED) 0 / WITHIN 4"OF EACH STUD. 358S125-30 METAL STUDS @ 24"I MATCH EXTNG.STUD SIZE � low,..--- GYP. BD.BOTH SIDES � (1)#10-16 SCREW TO MATCH EXISTING PER STUD FLANGE ( TYPICAL TRACK SEE BASE DETAIL ( 3STUD BASE DETAIL 5 WALL DETAILS \ A3 / SCALE: 3/4" = 1' - 0" A3 SCALE: 1"=1'-0" " - PROPERTY pm DAMAGE SOLUTIONS DATE:04/18/2016 2850 SW CEDAR HILLS BLVD.SUITE 106 DRAWN BY:CJN FIRE DAMAGE REPAIR BEAVERTON,OREGON 97005-1354 A 3 DETAILS JOB#:1604109 CONTACT:CHRISTOPHER NESTLERODE SHEET:A3 14050 SW PACIFIC HWY.TIGARD,OREGON 97227 PHONE:503-341-6801 EM,CNDESIGNS@COMCAST.NET