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Plans BUP2015 - 00307 RECEIVED 712 OCT 2 9 2015 • WELSH CITY OF INFORM ACCOUNTING ORBILIG TIGARD IION TIGARD , OREGON DESCRIPTION OF WORK INFORM ACCOUNTING TENANT SCOPE OF WORK FOR SUITE 205 CONSISTS OF RELOCATING THE TENANT N DEMISING WALL, DEMOLISHING PRIVATE OFFICE TO CREATE OPEN OFFICE SPACE, RELOCATED EXIT DOOR, AND NEW INTERIOR PARTITIONS TO CREATE A 7320 SW HUNZIKER RD, SUITE 205 BREAK ROOM. SUITE 205 IS AN EXISTING OFFICE, GROUP B OCCUPANCY, AND z WILL CONTINUE TO BE USED AS OFFICES. TIGARD, OR 97223 a w DEFERRED SUBMITTALS < N LO fn co � NN W a O ROBINSON CONSTRUCTION CONTRACTOR MECHANICAL ELECTRCAL N FIRE ALIARM N 21360 NW AMBERWOOD DR CONTACT: RANDY ROBINSON *DESIGN-BUILD CONTRACTOR SHALL COMPLETE, AS NECESSARY, REQUIRED HILLSBORO, OR 97124 PORTIONS OF THE OREGON ENERGY COMPLIANCE FORMS BUILDING CODE SUMMARY TELEPHONE: 503.645.8531 FAX: 503.645.5357 2014 OREGON STRUCTURAL SPECIALTY CODE CONSTRUCTION TYPE: III-B, SPRINKLERED OCCUPANCY GROUP: B IDA, INC. ARCHITECT » rn PORTABLE FIRE EMNGUISHERS (OSSC 906): PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN OCCUPANCIES AND LOCATIONS AS REQUIRED BY THE OREGON FIRE CODE AND THE FIRE MARSHALL 15895 SW 72ND AVE, SUITE 200 CONTACT: KELLY SANFORD ;5 p OCCUPANCY LOAD (ossc 10041: PORTLAND, OR 97224 ' w p ' ;h p GROSS FLOOR AREA (SUITE 205): 1390 SF (TOTAL) / (100 SF/OCC) = 13.9 = 14 OCCUPANTS TELEPHONE: 503.226. 1 285 _ p (SEE ALSO OCCUPANT LOAD TABLE ON THIS SHEETS , * 4 fl " ✓.. p MEANS OF EGRESS ILLUMINATION 061ARCHITECTURE 10 : FAX: 503.226. 1670 , : w . r u µ u ILLUMINATION LEVEL (OSSC 1006.2): ENGINEERING MINIMUM 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL ILLUMINATION EMERGENCY POWER (OSSC 1006.3): I q $ E ® `� -✓- © �' ® © � �' EMERGENCY POWLR SHALL BE PROVIDED FOR A DURATION OF 90-MINUTES MINIMUM I N T E R 10 N 0 I I N AREAS REQUIRED TO BE ILLUMINATED BY EMERGENCY POWER -� - CORRIDORS AND EXIT PASSAGEWAYSLANDSCAPE SCOPE - INTERIOR EXIT DISCHARGE ELEMENTS - EXTERIOR LANOiNGS 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 87224 T E L : 5 0 3 . 2 2 6 . 1 2 8 5 EMERGENCY POWER FOR ILLUMINATION (OSSC 1006.3): F A X : 5 0 3 . 2 2 6 . 1 6 7 0 INITIAL ILLUMINATION: WWW . CIDAINC . 00M W1 FOOT-CANDLE AVERAGE W/ 0.1 FOOT-CANDLE MINIMUM AT ANY POINT AT FLOOR LEVEL m END OF EMERGENCY LIGHTING PERIOD: I © + 0.6 FOOT-CANDLE AVERAGE W/ 0.06 FOOT-CANDLE MINIMUM AT ANY POINT AT FLOOR LEVEL EXITSOS 1011)e CMOFTIGARD ® �I SEE 5/T1.2 FOR LOCATIONS OF EXIT SIGNAGE REVIEWED FOR CODE COMPLIANCE -Ft Wv� m ILLUMINATION (OSSC 1011.3): Approved: [ � EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED OTC' [ y� �J Permit#: At Pao15-oo�a7 f�. o ¢ EXIT ACCESS TRAVEL DISTANCE (WSC 1016): W 6 s > "¢ , Address: (TABLE 1016.2) ��C ���U��t K� tj w 9 z N c SPRINKLERED BUILDING, B OCCUPANCY: 300'-0" ALLOWEDSuite#: �ISJ`- 0 ILLJ MAX DISTANCE = 239'-10" cn v CL 0 Tr1 EGRESS PLAN ONLY -- 18T FLOOR B>: Date is Z N w o w o cai 1 16"=1'-0" / EGRESS (TABLE 1021.2) �u / W W L) = L- c C 11 / TOTAL OCCUPANTS: > _ U 20 OCCUPANTS, >75' MAX TRAVEL 2 EXIT REQUIRED N = =N -------------- - r ^�^ 2 EXIT PROVIDED OFFICE COPY D V v Q IrO N is EGRESS WIDTH REWIRED (TABLE 1005.1) O N SUITE 205 PASSAGEWAY EGRESS WIDTH REQUIRED (20 x .2) = 4" Q cq 7 10.23.15 PRELIMINARY SET • • • SUITE 205 PASSAGEWAY EGRESS WIDTH PROVIDED = 36" 2 70.28.15 PERMIT SET • • • `� W � C� 3 SUITE 205 STAIRWAY EGRESS WIDTH REQUIRED (20 x .3) = 6" SUITE 205 STAIRWAY EGRESS WIDTH PROVIDED = 36" > O W " ACCESSIBILITY (OSSC CHAPTER 11 AND ANSI CHAPTER 51: d )[ 0 k NOT IN SEE FLOOR PLANS FOR REQUIRED CLEARANCES AT DOORS, TOILET ROOMS (EXISTING) AND FIXTURES. Q ALL SIGNAGE GRAPHICS, LOCATION AND MOUNTING TO COMPLY WITH OSSC CHAPTER 11 N SCOPEGOIDEN PL SW DARTMOUTH S UG DR. a i �.,._:��.°��.'.` Z _ Q : SW URST H. SW HERMOSO W Y c ----- OSSC 1004 OCCUPANT LOAD TABLE $ SW SEVELAND S . ONS ROOM LOADING I i A # NAME OCCUPANCY TYPE FACTOR AREA LOAD V) y ti a a xa € TREEC SW 200 RECEPTION BUSINESS 100 220 2 0 b e - N SW AMPTON 5T. 201 BREAK ROOM ASSEMBLY 15 162 11 N E W HUNIIKfR d W r ® � m c5 ,.r1 wr o .�,. r"� 202 OPEN OFFICE BUSINESS 100 293 3 O SW CRESTVIEW ,, "j, I� Tn 203 OFFICE BUSINESS 100 107 1 kw 204 OFFICE BUSINESS 100 200 2 um %1%,I / �' SW VARNS ST 'zi3. S T}{ 'TS _ ., i 1 9} e , ,p', `a�$ / / ���- 205 OFFICE BUSINESS 100 138 1 33 206 HALLWAY BUSINESS 100 198 2 TOTAL FOR OCCUPANT LOAD 1120 20 r SW SANDBURG ST — Ii AR EA �0� %, aSW TECH CENTER '/ CT- ZONING CODE INFORMATION COVER SHEET LaNDUARx SW TAX MAP & LOT: 2S101DBO0100 NORTH NORTH ZONE: C-P, PROFESSIONAL COMMERCIAL bCITY OF TIGARD csi 2 VICINITY MAPEGRESS PLAN ONLY -- 2ND FLOOR Approved by Planning CS1 NO SCALE ()t'�3� `( S1/16"=1'-0" Date: fly 1y- 7S JOB NO. 150214.01 v - ©2015 CDA,PC./ODA ALL RUM RWM w Initials: LTi` DEMO FLOOR PLAN LEGEND 12 (E) FRAMED WALL TO DEMO WEA fill .\1 ii i L: (E) FRAMED WALL TO REMAINOR • • J i �\ y 2 n i DEMO FLOOR PLAN KEYNOTES � 5 i n i n L illil :li HillliffiffliOj DEMO (E) WALL IN ITS ENTIRETY. II --------------------- O2 DEMO (E) WALL IN SECTIONS NOTED. I i4 i O O DEMO (E) DOOR, HARDWARE AND FRAME, SALVAGE FOR RELOCATION. 5 4 O4 DEMO (E) CARPET. _JL 1�1 (E) CABINET TO REMAIN. to „ Oil 3 i ii ii O O DEMO FLOOR PLAN GENERAL NOTES ZL] 2 (n 1 1 1. SEE SHEET T1.2 FOR ADDITIONAL CEILING DEMOLITION. w o a a 52 w Q N M 06 NORTH � N N W O O el"ISM DEMO FLOOR PLAN �_ N T1.1 1/8" = 1'—o" WALL TYPES FLOOR PLAN KEYNOTES DOOR SCHEDULE DOOR # DOOR HARDWARE OPENING WIDTH DOOR DOOR DOOR FRAME NOTES DOOR # F NON RATED PARTITION WALL - 3-1/2", 25 O ALIGN NEW WALL WITH EXISTING. TYPE GROUP x HEIGHT THICKNESS MATERIAL FINISH MATERIAL GAUGE METAL STUDS ® 1'-4" O.C. W/ ONE 200-A A 2 3'-0"x7'-0" 13 4" SC WD STAINED HMK 1, 2 20D-A o C FOFk i LAYER 5/8' GYPSUM BOARD EACH SIDE TO / o C THE UNDERSIDE OF THE CEILING. PROVIDE 202-A A 1 3'-0"x7'-0" 1 3/4" SC WD STAINED HMK 1 202-A N BREAK i SOUND ATTENUATION INSULATION. SEE DETAIL o ROOM 4/T1.2 FLOOR PLAN GENERAL NOTES (E) 203-A (E) -- -- -- -- -- -- -- (E) 203-A ' 202 -- -- -- -- -- -- -- A o0 v NON RATED SOUND ATTENUATED PARTITION 1. ALL CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS SHALL BE (E) 204-A (E) (E) 204-A t 1 1 WALL (STC 40) - 6", 25 GAUGE METAL VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. NOTIFY (E) 205-A (E) -- -- - -- -- -- -- (E) 205-A B oSTUDS ® 1'-4" O.C. W/ 5/8" GYPSUM ARCHITECT / ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START w w /����� g BOARD EACH SIDE TO BOTTOM OF OF WORK. HARDWARE SCHEDULE NOTES: • 6'-3 3/4" 6'-3 i/2" REF STRUCTURE. PROVIDE SOUND ATTENUATION 1. EXISTING DOOR TO BE RELOCATED IF FEASIBLE. SEE DEMO INSULATION. SEE DETAIL 8/T1.2. 2. ALL DIMENSIONS ARE TO CENTERLINE OF STUD UNLESS NOTED TYPE I TYPE 2 PLAN ,/A1.1. PROVIDE NEW DOOR PER SCHEDULE AS ENGINEERIN _____ ____________________ OTHERWISE. NECESSARY. RECEPTION 1 HR RATED UL U419 — INFILL 3-1/2", 25 zoo ° (E) HALLWAY (E OFFICE 3. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED AND INSTALLED AS 1 1/2 PAIR BUTTS 1 1/2 PAIR BUTTS 2. DOOR & RELITE TO BE 1 HOUR FIRE RATED. Qu I los C GAUGE METAL STUDS ® 1 —4' O.C. W/ ONE 2DGul �lull,ol los REQUIRED BY APPLICABLE STANDARDS. LAYER 5/8" TYPE X GYPSUM BOARD EACH 1 EA. PASSAGE LOCKSET 1 EA. ENTRANCE LOCKSET SIDE TO UNDERSIDE OF STRUCTURE. PROVIDE ABBREVIATIONS: E205—A 4 CONTROLS,SDISPENSERS, ELECTRICAL NANDNCOMMUNCATIONTSYSTEM (E) EXISTING lseas sw 72ND AVE SUITE zoo O SOUND ATTENUATION INSULATION. MATCH ( ) 1 SET SILENCERS 1 EA. CLOSER PORTLAND, OREGON 97224 I ADJACENT FINISHES. SEE DETAIL 12/T1.2. RECEPTACLES ON WALLS AND OTHER OPERABLE EQUIPMENT SHALL BE T E L : 5 0 3 . 2 2 6 . 1 2 6 5 Lu N WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION SC WD SOLID CORE WOOD DOOR 1 EA WALL STOP 1 SET SILENCERS F A X : 5 0 3 . 2 2 6 . 1 6 7 0 W 1109.2, AND NOT LESS THAN 36" ABOVE THE FLOOR. ELECTRICAL ._. FLOOR PLAN LEGEND ( ) HMK HOLLOW METAL KNOCK DOWN www C I D A I N C C 0 M OPEN OFFICE (E OFFICE (E OFFICE AND COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHALL BE 1 EA. WALL STOP 201 203 zoo MOUNTED NO LESS THAN 15" ABOVE THE FLOOR 1109.3.2 . CORRIDOR ROOM NAME & NUMBER (E) EXISTING 5. PROVIDE OUTLETS ONE PER EACH OFFICE WALL. COORDINATE WITH GENERAL Ni 101 OWNER. NO MORE THAN SIX 110 OUTLETS ON ANY ONE CIRCUIT. ALL a o o FEC FIRE EXTINGUISHER CABINET ALL NEW DOORS TO MATCH EXISTING, SPECIES, STAIN, FINISH, & HARDWARE. 101—A DOOR NUMBER Ly WALL PLATES WILL BE WHITE UNLESS OTHERWISE NOTED. FOF FACE OF FINISH THE OPENING FORCE SHALL NOT EXCEED 5 LBS FOR INTERIOR DOORS, 8.5 LBS FOR EXTERIOR DOORS, AND THE MINIMUM FORCE (E) EXTERIOR WALL 6. CONTRACTOR TO COORDINATE LIGHTING WITH EXISTING HVAC. REQUIRED TO CLOSE AND LATCH THE DOOR FOR FIRE DOORS. OSSC 1109.9.9 (N) INTERIOR WALL O RELITE TYPE 7. RELOCATE (E) HVAC CONTROLS AS NECESSARY AND PROVIDE (N) HVAC ALL HARDWARE HALL COMPLY WITH THE REQUIREMENTS OF THE ADA. �H CONTROLS AS REQUIRED. (N) 1 HR WALL DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. _ /►vim FLOOR PLAN C DATA T1.1 1/8" = 1'-0" (E) FRAMED WALL QUAD OUTLET DUPLEX OUTLET 2 LijN H � � M Vill ROOM FUSH SCHEDULEo N FIMSH FLOOR PLAN LEGEND ` O o ROOM # ROOM NAME FLOOR BASE N WALL E WALL S WALL W WALL CEILING HEIGHT NOTES `� Z CORRIDOR 200 RECEPTION CPT-1 B-1 W-1—A W-1—A W-1—A W-1—B C-1 (E) 101 ROOM NAME & NUMBER ' 201 OPEN OFFICE CPT-1 B-1 W-1—A W-1—C W-1—A W-1-8 C-1 (E) O W O Pill ?' 1 _ 202 BREAK ROOM VCT-1 B-1 W-1—A W-1—A W-1—A W-1—A C-1 (E) / d Y U NEW CPT-1 - r (E) VCT-1 203 (E) OFFICE CPT-1 B-1 W-1—A W-1—B W-1—A W-1—A C-1 (E) // N 0 / 204 (E) OFFICE CPT-1 B-1 W-1—A W-1—A W-1—B Ill C-1 1 , . . ...` 205 (E) OFFICE CPT-1 B-1 W-1—A W-1—A W-1—D W-1—A C-1 (E) A FLUSH Z = ;• ..•. ,.. .; 1 ;,,,••; :' NEW CPT-2 FTT I NEW VCT-1 206 (E) HALLWAY CPT-1 B-1 W-1—B W-1—B W-1—A W-1—B C-1 (E) ROOM FNSHEs NDEX 11 DOOR TYPES N RECEPTION :. ■ - - - ■ Ill � ■ � W-1-D 1'.: . ! I — . Til 1/4-=l'—O" O 200 .• ' : :. FLOW Fyi91FS WALLFYtlgEs Cl MSH / 1: :(E)' HALLWAY : 1 ". E FICE• O 1, ''•': los 1 � ' z°s ' •. ' ■■■■■■■� W-1—C CPT-1 CARPET; BIGELOW: SKETCHPAD W-1 PAINTED GYPSUM BOARD C-1 (E) 2x2 ACOUSTICAL LAY—IN M 1. : . BT2 , GREENWOOD 7656 W-1—A SHAKERNBEIGERHC-45 • REPLACE DAMAGED TILES � 96CEILING �� ■•��:�.' CPT-2 MATCH EXITING HALLWAY CARPET FIELD U.N.O. • MATCH EXISTING 2" '-2" 2" u 1':' : . FINISH FLOOR PLAN GENERAL NOTES W-1—B BENJAMIN: MYSTIC LD HC N 1 ,.. ■ VCT-1 PROGRESSIONS OLIVIA 55259 W-1—C BENJAMIN MOORE 37 : OPEN. OFFICE"' ' • i (E ...OFFICE .$ 1 (•E OFFICE 1. PATCH AND REPAIR (E) FINISHES TO MATCH WHERE DAMAGE HAS GIANT SEQUOIA 2094-30 /� L,. . .•• zo1 . • t • 203 1 1 a0a OCCURRED DUE TO DEMOLITION. W-1—D BENJAMIN MOORE I' :i BAS FAIRVIEW TAUPE HC-85 D R PER 1 # ; 1 •M , .` 2. PAINT ALL NEW WALLS U.N.O. FIELD COLOR W-1—A. B-1 FLEXCO 4" RUBBER BASE, DARK * �i ii' BEIGE 037 W-2 PAINTED GYPSUM BOARD SCHEDULE z 1 : •:: ' o . . ■ o .■■ .lir ■11.—'i- 3. ADDITIONAL ELECTRICAL OUTLETS TO BE PROVIDED BY SUBCONTRACTOR +MATCHEXISTING IF REUSABLE, COLOR MATCH (E) COORIDOR a o TO MEET ELECTRICAL CODE OTHERWSEI B-1 REPLACE WITH NEW 4. CONTRACTOR TO VERIFY WITH TENANT EXACT LOCATIONS AND wEi FLOOR PLANS & � T � DETAILS REQUIREMENTS OF ELECTRICAL AND PHONE/DATA OUTLETS. TENANT FIN. FLR. RESPONSIBLE FOR CONTRACT FOR LOW VOLTAGE DESIGN AND INSTALLATION. RELITE _ Till NORTH 5. VERIFY ALL FINISH SELECTIONS WITH TENANT AND OWNER. s FINSH FLOOR PLAN JOB NO. 150214.01 Til 1/B" = r—o" 12 REL TYPE ©2015 cill Ri ALL RI671°6 Ra m w DEMO RCP LEGEND DEMO RCP GENERAL NOTES 4'-0" PROVIDE METAL STUD BRACE AT CORRIDOR 1. SEE SHEETS T1.1 FOR ADDITIONAL DEMOLITION WORK. 6'-0" O.C. TO STRUCTURE ABOVE 2 101 ROOM NAME & NUMBER �-� 2. SALVAGE AND REUSE EXISTING CEILING/LIGHTING FIXTURES WHERE SOUND ATTENUATION BATT ABOVE TOP OF WALL POSSIBLE. L0=29 SUSPENDED CEILING . OR (E) 2X2 LAY IN ACOUSTICAL CEILING GRID • • \� I i � CONT. TOP TRACK- ATTACH TO /moi (E) 2X4 LAYIN FLUORESCENT LIGHT FIXTURE CEILING GRID W/ 1" TYPE "S- I H I SCREWS AT 2'-0" O.C. AND TO TOP F---= , PLATE OF PARTITION W/ (2) 1" (E) 2X4 LAYIN FLUORESCENT LIGHT FIXTURE TO BE =---� RELOCATED = TYPE 'S' SCREWS - TRIM PANEL AS I _ _ _ i REQUIRED w I� CC7 E ILLUMINATED EXIT SIGN TO BE DEMOLISHED = II II ' w — FULL THICK SOUND ATTENUATION Lnui m BATT li z METAL STUD PARTITION PER PLAN i IL --- - - -- - --- - - DEMO RCP KEYNOTES w I I I I � BASE 11 AOt DEMO (E) EXIT SIGN AND SALVAGE FOR RELOCATION w BOTTOM TRACK TO FLOOR WITH I 1 ANCHORS AT 4'-0" O.C. (MAX) AND �' } AT CORNERS AND ENDS z ~ W N I W C W w n a Q N Lo M a0 0N N W O O NORTH 1 DEMO RCP 4 A WALL TYPE - INTERIOR PARTITION N N 71.2 1/8" = 1'-0" 71.2 3/4" = 1'-0" 092900-03 RCP LEGEND RCP GENERAL NOTES CORRIDOR 1. THIS DRAWING IS DIAGRAMATIC AND FOR DESIGN PURPOSES ONLY. ALLDEEP LEG TIOR t 101 ROOM NAME & NUMBER DIMENSIONS TO BE FIELD VERIFIED. BEAM ORODECK / ` OTOP TRACK R SLOTTED M To (E) 2X2 LAY IN ACOUSTICAL CEILING GRID 2. ELECTRICAL CONTRACTOR TO VERIFY MINIMUM EMERGENCY EXIT LEG .= ILLUMINATION WITH BATTERY BACKUP AT EGRESS PATH OF TRAVEL - DEFLECTION - VERIFY SUPPORTS. SEE DETAIL 9/T1.2. PROVIDE 1 F.C. MIN. EMERGENCY LIGHTING AT PATH OF TRAVEL. THIS TRACK E LEVEL MAY DIMINISH TO NOT LESS THAN 06 F.C. OVER 1.5 HOURS OF ' (N) 2X2 LAY IN ACOUSTICAL CEILING GRID - OPERATION. BR AK SEE DETAIL 9/71.2 STEEL STUD 3. CEILING HEIGHT TO MATCH EXISTING - 8'-6"t U.N.O. , 2 I=2 NOTE: CONNECT STEEL STUD TO ONLY IT 4. CONTRACTOR TO PATCH CEILING ABOVE DEMO WALLS AND AT SLOTTED LEG DEFLECTION TRACK OPTION ARCHITECTURE 1 (E) 2X4 LAYIN FLUORESCENT LIGHT FIXTURE RELOCATED LIGHTS AS NECESSARY. REPLACE DISCOLORED TILES. r-27PTI NI 5. WHEN POSSIBLE, USE SALVAGED LIGHTING FIXTURES. LOCATE ACCORDING 2X4 LAYIN FLUORESCENT LIGHT FIXTURE TO 1/71.2. =METAL STUD PARTITION PER PLAN INTERIORS w _ ''J (E H LAY © 2X4 LAYIN FLUORESCENT LIGHT FIXTURE WITH BATTERY BACKUP � z SUSPENDED CEILINGLANDSCAPE ( FFI E x FULL THICK BATT INSULATION 15895 SW 72ND AVE SUITE 200 O E (NEW) ILLUMINATED EXIT SIGN w PORTLAND, OREGON 97224 71 = T E L : 5 0 3 . 2 2 6 . 1 2 8 5 a ANCHOR BOTTOM TRACK TO SUB FAX : S D 3 . 2 2 B . 1 6 7 0 24 FLOOR W/ ANCHORS AT 4'-0" O.C. W W W C I D A I N C C OM 01 (MAX) AND AT CORNERS AND ENDS (E O IC BASE ACOUSTICAL SEALANT 0 NORTH eN s REFLECTED CEILING PLAN s B WALL TYPE - DEMISING WALL a 3/4" = 1'-D" 092900-03 N LLJ N M INT. OR EXT. WALL ROOF OR FLOOR DECK 12 GA. HANGER WIRES ® 4'-0" N O.C. (TYP.) N COMPRESSION BRACE, SEE Z SCHEDULE W Q� 0) OTE 5 i 00 12 GA. SPLAYED BRACE WIRES W w o::I (TYP.) MAXIMUM ANGLE FROM HORIZONTAL IS 45 DEGREES / � L1.1 CL NOTE 2 NOTE 6 CROSS TEE BOTTOM OF DUCT BEAM OR DECK N Z I / MAIN TEE FLOOR OR ROOF DECK W NOTE 1 I _ I > NOTE 4 NON-HARDENING RESILIENT CAULK NOTE 8 I N 1 NOTE 7 1 I NOTE 3O O FASTENER SCHEDULE N e CONSTRUCTION TYPE FASTENER REQUIREMENTS SUSPENDED CEILING M w MAX WOOD 1/4" X 3" SCREW EYES = 5/8" TYPE 'X' GYP. BD. -- 6'-0" MAX. 4'-0" O.C. MAX. (#12 WIRE) STEEL DECK PRE DROP WIRES, CMI DC1 OR DC, 2-1/4" METEAL DECK z STAGGER JOINTS 24" ON OPPOSITE SCREW EYES SIDES NOTES > u w POST TENSIONED CONCRETE PRE DROP WIRES EMBEDS 1/4" X 3/4" METAL HIT ANCHORS w 3" THICK GLASS OR MINERAL FIBER N 1. LATERAL BRACING: 12 GA WIRE ® 12'-0" O.C. EACH WAY, MAIN RUNNER TO STRUCTURE. = INSULATION BEGIN BRACING WITHIN 4'-0" OF PERIMETER AND 2" FROM CROSS MEMBERS. CAST IN PLACE CONCRETE PRE DROP WIRES EMBEDS 1 4 X 3 4" METAL HIT ANCHORS 8 2. ADDITIONAL 12 GA. HANGING WIRE WITHIN 8" OF PERIMETER. } 3. STABILIZER BAR BETWEEN ALL MEMBERS ® PERIMETER. BOTTOM TRACK TO FLOOR WITH N COMPRESSION STRUT SCHEDULE MAX 4. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. HANGER WIRES AND ANCHORS AT 4'-0" O.C.MAX. LENGTH OF STRUT STRUT REQUIREMENTS (MAX) AND BRACING CANNOT TOUCH DUCTWORK OR PIPES. AT CORNERS AND ENDS e 5. CONNECTION DEVICE TO HAVE 200# CAPACITY. OR 3 TIMES CEILING DESIGN LOAD PER 5'-10" 1/2' DIA. CONDUIT EMT MANUFACTURER. SEE SCHEDULE. 7'-8" 3/4" DIA. CONDUIT EMT CONTINUOUS BEAD NON-HARDENING 6. VERTICAL STRUTS AT 12'-0" O.C. E.W. 9'-9" 1" DIA. CONDUIT EMT RESILIENT CAULK, MAX 1/4" GAP REFLECTED CEILING PLANS & DETAILS 7. 2" WALL ANGLE WITH #6 SCREW AT 2'-0" OC MIN. 12'-0" SINGLE 1-5/8" X 20 GA METAL STUD 8. ATTACH END OF GRID FRAMING TO WALL ANGLE ON TWO SIDES OF ROOM. PROVIDE 3/4" 15'-0" BACK TO BACK 1-5/8" X 20 GA METAL STUDS 71.2 CLEARANCE AT FREE ENDS OF GRID FRAMING. 13'-6" SINGLE 2-1/2" X 20 GA METAL STUD a 15'-0" 1 BACK TO BACK 2-1/2- X 20 GA METAL STUDS SUSPENDED CEILING SUPPORT AND 8 LATERAL BRACING PROVIDE HEAVY DUN CEILING SUSPENSION SYSTEM CONFORMING TO THE REQUIREMENTS OPF ASTM C-635-00. 12 C WALL TYPE - 1 HR RATED JOB NO. 150214.01 7- REFER TO STANDARD FOR ADDITIONAL INFORMATION. COPIES ARE AVAILABLE AT ARCHITECT'S OFFICE 11.2 3/4" = l'-O" 095123-018 712 3/4" = 1'-0" UL RATED PER 0419 ©2015 ODA, P.C./ODA ALL 91Gm 9ESF m