Loading...
Plans (10) FPS2016 00133 0J.00 Ste/ 6-yf` 4'✓��l LEGEND GENERAL NOTES o EXISTING WALL TO REMAIN A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-8"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. • • • ' `. • • • • o EXISTING 1 HOUR RATED WALL TO REMAIN B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 2/A8.1. Architecture Interiors NEW DEMISING WALL TO STRUCTURE, SEE 4/A8.1 R R • • ® C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. Planning - Engineering EXISTING CEILING GRID D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS 21 1 WILL BE BY DEFERRED SUBMITTAL. EXISTING RECESSED LIGHT FIXTURE TO REMAIN E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON • ! • • • COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC EXISTING 2'x4' 24 HR EGRESS FLUORESCENT LIGHT FIXTURE TO REMAIN BUTTON. • • F. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING Portland, OR LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON 503.224.9560 EXISTING 2'x4' LIGHT FIXTURE TO REMAIN OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN Vancouver, WA • �� CEILING. 360895,7879 Le EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED G. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION Seattle, WA - — TO MATCH EXISTING. • • EXISTING 24"x24' LIGHT FIXTURE TO REMAIN 206.749.9993 • • • • • ® www.mcknze.com • NEW OR RELOCATED 2'x4' FLUORESCENT LIGHT FIXTURE MACKENZIE , • EXISTING SUPPLY/RETURN VENT TO REMAIN -- - DESIGN DRIVEN 1 CLIENT FOCUSED I k 1 EXISTING SPEAKER EXISTING EXIT SIGN EXISTING SPRINKLER HEAD PARTIAL SECOND FLOOR REFLECTED CEILING PLAN 5 ~ o R E 5 T E ' " R- relocate (2 ) FLOOR OR ROOF STRUCTURE F;'LINCOLN STUD SIZE: 2�" POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 -- -- 8" MAY,. 155 degree standard response /// QCUNTERSLOPE ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP Project concealed SSP (Tyco RF II) SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT LIMITING WALL HEIGHT TABLE FARMERS INSURANCE Y STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER a � SUITE ZOO ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ? INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L1240 ® 5psf v p p METAL DECK AS OCCURS TENANT IMPROVEMENT WITHIN 8" OF PERIMETER ° v • Existing head location ® m DESIGNATION SPACING MAX. WALL HEIGHT _ ATERAL BRACING WITH APPROVED VERTICAL � • New head location OMPRESSION STRUT AT 12'-0" OC EA WAY `A. 250S125-18 24" 8'-4" Q �" DEFLECTION SPACE (DO NOT FASTEN STUDS HANGERS .IF MORE THAN 1:6 OUT OF PLUMB ` < - -- -- I v I" OR GYP BD TO RUNNER) 5 LINCOLN e "p 2505125-18 16 9'-7"� 10200 GREENBURG RD. "ATTACHED 2505125-27 24" 9'-10" — r TIGARD, OR WALL" i" h4, •i CONT 18 GA METAL I'L L--- — 250S125-18 16" 11'-3" FASTENED TO DECK AT 2'-0" A /OO 3625125-18 24" 13'-5" OC STAGGERED �� C CEILING EDGE AT WALL E 5/8" TYPE 'X' GYP. BD. EA. SIDE �r / A 3625125-18 16" 14'-4" W/1 TYPE 'S' DRYWALL SCREWS A NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2" D. TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 362S162-33 16" 16'-5" 182"O C ® FLR AND C AT VERTICAL JOINTS AND 'm -- DO NOT SCREW BERC 2 CLIP TO TRACK 3625162-43 16" 18'-0" INTERMEDIATE STUDS A TABLE MAX. LENGTH 6005162-33 16" 24'-6" (GA FILE N0. WP 1200) w CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 112" DIA CONDUIT EMT 5'-10" FASTEN RUNNER TO R PORTLAND, OR5GON MAIN RUNNERS AT 4'-0' OCINTERIOR NON STRUCTURAL NON-COMPOSITE WALLS �/ O 3/4" DIA CONDUIT (EMT) 7'-8" WITH CERAMIC TILE FACING L/360 ® 5psf SOUND BATT INSULATION AS OCCURS `.� 6'-0" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR 1" DIA CONDUIT EMT 9'-9" TYP AT DEMISING WALL WITH #10 WIRE AT 5'-0" OC EA WAY SGL 1625125-33 MTL STUD 12'-0" METAL STUDS SEE WALL HEIGHT OF DESIGNATION SPACING MAX. WALL HEIGHT LATERALLY BRACE MAIN RUNNER TO 1-5 8"x20Gq TABLE FOR GAUGE AND SPACING MACKENZIE 2016 NOTE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 1625125-33 15'-0" 3625125-18 16" 12'-4" CONT ACOUSTIC SEALANT © ALL RIGHTS RESERVED ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS1-5 8"x2OGq 362S125-33 16" 14'-3" EA SIDE AGAINST TRACK THESE DRAWINGS ARE THE PROPERTY h ¢ OF MACKENZIE AND ARE NOT TO BE CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" J 1 2" MAX- NO SEALANT AT SIM COND / USED OR REPRODUCED IN ANY MANNER. APPROVED TYPE AND HAVE A 180 IN AREAS GREATER THAN 1,000 SF m F- WITHOUT PRIOR WRITTEN PERMISSION # 2-1 2"x2OGA ¢ CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH t BOTTOM TRACK 70 FINISH BACK TO BACK 2505125-33 15'-0" CONCRETE FLOOR W/ POWDER DRIVEN = WIRES TO HAVE A 200 CAPACITY. STRUCTURE. TRAPEZE DUCT WORK 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. - v REVISIONS: # AND OTHER LARGE OBSTRUCTIONS MTL STUDS (2-1/2"x20GA) = SLAB ANCHORS A7 4'-0" OC (a) SUSPENDED CEILING BRACING ? 3 WALL HEIGHT TABLE 2 4 GYP BD PARTITION at METAL DECK I oW THIS SHEET ONS CLOSINGSIOND TEA q81 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z A81 Q A$.1 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. �2 3 3 I I I I � I y I I i 4 SHEET TITLE: PARTIAL SECOND FLOOR REFLECTED CEILING PLAN, NOTES AND DETAILS I DRAWN BY: ALC CHECKED BY: SBH, PDK SHEET: A81 JOB NO. 215095012 PERMIT SET: 06/01/16 215095012\4_DRAWINGS\ARCM TECTURAL\12-A8.1,DWG ALC 05/31/16 15.16 1:96.00