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Plans (2) BUP2015 - 00165 - OWNER RECEIVED SHEET NOTES JUL 3 0 2015 1. VERIFY ALL EXISTING CONDITIONS PRIOR TO CITY OF TIGARD COMMENCEMENT OF WORKAND NOTIFY OWNER OF BUILDING DIVIS,ON ANY DISCREPANCIES. 2. PROTECT EXISTING MATERIALS,FINISHES AND DEVICES TO REMAIN DURING CONSTRUCTION. 2035158th CT NE Suite 200 \-" 3. UNDERGROUND BEER CHASE CONDUIT FROM WALK-IN Bellevue, WA 98008 COOLER TO CUSTOMER COUNTER TO BE TRENCHED k k ! AND INSTALLED WITH MINIMAL BENDS(36"RADIUS ARCHITECT OF RECORD I k k MINIMUM).DEPTH OF BEER CHASE TO BE SET TO AVOID k CONFLICT WITH UNDERGROUND UTILITIES AND TO ACHIEVE AN UNIFORM RUNNING SLOPE OF 118"PER n k FOOT MAXIMUM. PROVIDE PULL STRING FOR OWNERS k , k k VENDOR TO USE FOR FLEXIBLE BEVERAGE TUBING ( ( ... INSTALLATION. k k k I 4. SAWCUT EXISTING CONCRETE SLAB&TRENCH TO - GRAPHITE k " 2 " _ _,,,-„ ____ CONCRETE SLAB PER DOETAILI4 A 8103NG.PROVIDE NEW 23.9 22-2112 k k 20'-2 112" 12'-9" Graphite Design Group, LLC, Architects 10 k k I18'-7112" 11'-8" 1809 7th Avenue, Suite 700 01 0 14 k18'-1112" TI Seattle, WA 98101 01 15'-5112" 6'-10" 206.224.3335 E �.. k j ( ( C CONSULTANT k k k X ( I 15'2112" 00 Q 2'-1812" k k !! 2 N = I Q k I ( I I k EXISTING GREASE _ N kk ( k k � AREA OF OVEN INTERCEPTOR]j , _k D N N k k h, ����I N N kc`� — — — `IJ k k k E , I — k k A 6"CONDUIT - - SEAL k 9 �' ROUTED TO 0 k k - - - - - - - BEER TAP I D ' I f IN L HILL IT C � SEATXF, EA REPRESENTS �, k - — - - - - - RECOMMENDED ROUTING _ - - _ _ J FOR BEER CHASE,REFER k J TO NOTE 3 C_= k � k k P CLS J� k 6"CONDUIT L J \ City of Tigard k ROUTED TO Approved Plans�C, k k WALK-IN FRIDGE By C k k k I! / / i@ ,R_E/VI/SION �/� Qf k k REFER TO PLUMBING PLAN FOR C2� � GD` 1 !! S�vVc� C M k kk i ( PENETRATION SIZE AND TYPE I OFFICE COPY w 04 U_ T k k , EXISTING CONCRETE SLAB j JLL V k k k I _� _Y____ �j J 0 __- - - - O k k k i = � Who c? k k W k k SHEET SYMBOLS I k SLAB PENETRATION,SEE k k PLUMBING DRAWINGS kk ____.................._. _....__._____ _....._. ...- __..._.--..__—.— _ _..........-_. OR k k k k -- 1� " '9112" PLOUMBING DINRAWINGS ISSUED I REVISED DATE k k j j 48 PERMIT/BID 05.22.15 k ( 6' 10112" x FLOOR SINK,SEE LXJ REVISION 1 06.11.15 k x k 11-5112 PLUMBING DRAWINGS 0 01 REVISION z 07.24.15 00 18 7 GREASE INTERCEPTOR, REVISION 3 807.29.15 k k k 20 19'-7" L \ SEE PLUMBING DRAWINGS k k k _. ... .... ....... .. .. .. ......_._ .. ............ ..... ............ . ...._.... k k k ( 3 SCALE: 114"44' kk __,_,_,,,, __.._..._.._.._. _.............................. 0 2 4 8 REVISION 1 06.11.15 k € k k k k k k k k k NORTH k k k k k k k k k k k SLAB PLAN k k k k � k kk k k k RIC k A-101 k k k in OWNER SHEET NOTES 1. PROVIDE BLOCKING AND BACKING AS DEFINED IN SPECIFICATION SECTION 092200 IN EXISTING PARTITIONS AND NEW PARTITIONS FOR ALL CASEWORK,SHELVING,COUNTERTOPS,TOILET ; ACCESSORIES,AND OWNER SUPPLIED TOILET ACCESSORIES,AND OWNER SUPPLIED EQUIPMENT. 2035158th CT NE COORDINATE WITH SHOP DRAWINGS. Suite 200 Bellevue, WA 98008 F x 2. FOR GYPSUM BOARD CEILING AND SOFFIT x x FINISHES SEE REFLECTED CEILING PLAN. ARCHITECT OF RECORD x Ii x : x x € 3. ALL ANGLED WALLS ARE AT 45°,90"OR 135°UON. )< x 1' x x x ? 4. MAXIMUM SPACING FOR FCIC MILLWORK KNEE x xBRACES TO BE 6'-0"OC,UON. x x I =-_ x k k 5. ALL PARTITIONS C 1 UON. m im x { 59'-11/2" 6. REFER TO SLAB PLAN FOR UNDERSLAB PLUMBING GRAPHITE VIF -,_ LOCATIONS. k k 58'-10" Graphite Design x I VIF Group, LLC, Architects x " " 1809 7th Avenue, Suite 700 x 4 7 4-0V-5" 8-6112" 25-2 x k NEW ELECTRICAL 12'-10"01 Seattle, WA 98101 k c 206.224.3335 E x PANELS, 9'-4" CONSULTANT x Ij k x i SEE ELECTRICAL x � I DRAWINGS >r o mm" Y k k I E 26 I U x FP 7 E 6 E 6 E 5 = - - k k . k i 2-9112" x m - C 22 MIN k � i k x OVEN DIMENSION E 5 E 26 E 25 x x x POINT x k 16-6 1/2" 2'-2" T-5112" ° x x PLYWOOD ON KITCHEN CLEAR i TOP OF ° I' SEAL D k x ENGINE 103A KITCHEN SIDE AND 103 MOP SINK PARTITION ( DA k k ` 102 BLOCKING I AT 6'-3518" 14 x k 5 PLYWOOD ON C 31 B 32 C 21 C 21 # HILLN t7 k- x ( i KITCHEN SIDE — y xo o u 6496 x k k 4 C 32 - I OF C1 � xx B 1 a C32a x 4 k ( x x PLYWOOD ON x k x ( I KITCHEN SIDE x x I B 1 I 105 OMEN'S I ( C 1 a ESTROOM I _ REMOVE EXISTING FINISHED FROM w — ®— — I s x I TENANT SIDE OF DEMISING WALL o SHEET SYMBOLS o 3Q MEN'S X k k x I I o I 106 RESTROOM I I WALUPARTITION TYPE INDICATOR �— N- I I 106 FP 7 - x k k ( SEE SHEET FOR PARTITION TYPES LU CN N k I I UL x k k x 1101 C ? ® DINING II o I I SEE SHEET A-112 FOR FINISH PLAN J K LINE OF —� Z ---I O k I SOFFIT ABOVE l _ — ==— — 101 DOOR INDICATOR,SEE A-601 0 kLU x k 3 4'5112" 5'-0112" I X WINDOW TYPE INDICATOR,SEE A-601 � k i I CLEAR B 2 a l O Q x k I 12'-0" y FE WALL MOUNTED TYPE 2A-10;BC FIRE U) I- x k 101 B Q EXTINGUISHER,VALVE TO BE 48"AFF MAX CO i I? d7 a x x FP 7 2 N x x x x x ( x x ......._.._.._..._._ _....... .............. x j 101A 33 ISSUED I REVISED DATE ` k `* i _ PERMIT/BID 05.22.15 k REVISION 1 006.11.15 k k k REVISION 2R1 07.28.15 k REVISION 3 /3\07.29.15 x >c x x x x SCALE: 114"=1'-0" x k k -------------- r — 0 2 4 8 REVISION 1 06.11.15 N, ! x k x NORTH x xx k i x k k k x x k x x k x x k k x k x k FLOOR PLAN >c k x x x x k ' a _, x x.._.._.. x k k x A-111 i OWNER SHEET NOTES 1. REFER TO RESPONSIBILITY SCHEDULE,SHEET A-004 FOR MORE INFORMATION. j 2. REFER TO MEP DRAWINGS FOR ADDITIONAL SPECIFICATIONS,POWER,DATA,PLUMBING,HVAC, DRAINAGE AND VENTILATION INFORMATION. 2035 158th CT NE (f Suite 200 ...............................k...............�............X........... 3. GC TO COORDINATE WITH MILLWORKER FOR LOCATION Bellevue, WA 98008 ( OF BLOCKING AS REQUIRED, ARCHITECT OF RECORD x 4. GENERAL CONTRACTOR TO COORDINATE FINAL x k x I LOCATIONS OF FIXTURES ANDIOR FURNITURE WITH x > OWNER BEFORE INSTALLATION,INCLUDING k k k E COORDINATING POWER,FIXTURE ANCHOR SLEEVES, e k AND/OR FIXTURES. SEE ELECTRICAL DRAWINGS FOR x k � k k ADDITIONAL POWERIDATA INFORMATION. ���/, k k 5. GC TO COORDINATE AND VERIFY ALL FIXTURE AND/OR x x k k FURNITURE QUANTITIES AND INSTALLATION WITH G RAP H I T E FIXTURE FABRICATOR AND OWNER. Graphite Design k k x Group, LLC, Architects k 6. LOCATE FIXTURES AND FURNISHINGS AS TO MAINTAIN 1809 7th Avenue, Suite 700 k i I 36 CLEAR BETWEEN AND A 44 WIDE EGRESS PATH TO- A-402 Seattle, WA 98101 ,k M- EXIT DOOR 206.224.3335 E '' �i S x I - E- 1 CONSULTANT -k 7. REFER TO SHEET A-602 FOR STEAM PAN QUANTITIES k BELOW M 71 F- A VE (2) B E C l21FH� F- 4 (4) M- 7 AT MAKE LINE. k x ( �° 131 ABOVE E 11 -4 — —�55 FLOW k _ Ik _—� ,,,_. ° ° M5 (4) k 's, 'k FE –�� € C- 1 2 ° ° ° ° 4 C-52 �2� k M-7 4 �� \\ II x x k 1 ) M9 E6 x j M51 �2; ° °° ° ° °° ° k BELOW I ABO E 59 2 X ( M_12 F-52 ( BEL W (2) x M-14 k E 63 ° °° ° 1 3 I x ) �IABOV E-7 { k k M-6 PIZZA KITCHEN E- 1 6 13� E-55 SEAL ° x k k I �I ENGINE (2) 55 (2) ` 103 E_62 I) k k x 34 C 4 II X02 _ / _ — —� F 59 — BELOW ( < C, , ° ° k k BEL W — - \ (I -5 ►tt.wne -20 M-25 ° ° — k ( II .:.." SEATTLE,WA k k BELO � © s k k 4-6 — / F 69 E-1 1„�_.. 58 �° A, k x C I ✓ I L J 10 AB VE E 11 E-5 M_ 7 -57 C3Q 1 k k Al M-6 I ��I I 6 5 k x x k k I I 9 BELOW h TABLE FINISH LEGEND ABOVE BELOW 12 � x E-1 \` WOMEN'S k 7 m 6qP RESTROOM k k (20) F-2 Q 28 105 I� PLYWOOD x x 10 11 — — — ` (2) 27 SEE SHEET A-603 TABLE SCHEDULE C k x x k 1'6' I C 27 __...__ MEN'S k 1 RESTROOM x I 2 �� 106 I� RECLAIMED WOOD >- k / SEE SHEET A-603 TABLE SCHEDULE x k I C 31 (2) 5 c W M k k 2 (6) T-29 EQ 2'•9” 21•9" EQ EQ 2'9" 2'-9" EQ N x k k k i ( / M DINING LL x (16) F 2 161 T 1 O PAPERSTONE k k f 71.10, 101 SEE SHEET A 603 TABLE SCHEDULE J k y{ ," J ' ....... .................._ J aYs J aYs D1 ,,,,,,, ..., .:.: by;t Y� ♦� k W _ GALVANIZED STEEL x x (4) SEE SHEET A-603 TABLE SCHEDULE U k19 19TP 12 F 2 UU M 8 LUx _ 4 WIRE MESH k k k k non (4) T-25 SEE SHEET A•603 TABLE SCHEDULE C/) H T-28 (3) B k k k x x i 27 (6) U �l U v U D L V r� x k k SHEET SYMBOLS k r �a r q k x 11'6" 11'-6" k10 k ! 3 < C-XX CASEWORK TAG,SEE SHEET A-603 k k _ h k <=i EQUIPMENT TAG,SEE SHEET A-602 ,�. k x k i ISSUED I REVISED DATE PERMIT/BID 05.22.15 k x F-XX FURNITURE TAG,SEE SHEET A-603 x REVISION 1 06.11.15 k k k xM-XX MISCELLANEOUS TAG,SEE SHEET A-602 REVISION3R1 z 07.28.15 k x REVISION 3 s 07.29.15 k k k k i < T-XX TABLE TAG,SEE SHEET A-603 A x k k x x k x ............ ........... ... ..... ............. ............. ._ ...... ............. .... .. .... ......... .... . ...._ ...... ............ ... . ........ .. ..... ...... x X k k � SCALE; 114"=1-0" k ............................ ....... ........... ........... ............. _......._....._........................... 0 2 4 8 REVISION 1 06.11.15 y x k k x k x NORTH k f II k k x x k k x k x x k x x k x EQUIPMENT &k k k x j k x k x x k k x x k k FURNITURE PLAN kk -__ K kk xk A-113 OWNER 1 SHEET NOTES 1. LIGHTING,ELECTRICAL EQUIPMENT,HVAC EQUIPMENT AND SPRINKLERS ARE TO BE MOUNTED AT POINTS IN ACP AS NOTED IN GRAPHIC BELOW UNLESS OTHERWISE DIMENSIONED ON REFLECTED CEILING PLAN. + + + + 2035 158th CT NE Suite 200 F QBellevue, WA 98008 Q. Q. Q. ARCHITECT OF RECORD 2. NEW ACP CEILING SYSTEMS TO BE INSTALLED ACCORDING TO 101A-802. 3. NEW GYP BD CEILING TO BE INSTALLED ACCORDING TO 51A-802. 4. CENTER ACP GRID WITHIN EACH ROOM UNLESS OTHERWISE NOTED. 5. PAINT ALL FIRE SPRINKLER PIPING AND SUPPORTS F PT-5 6. WHERE NO CEILING FINISH SYSTEM OCCURS: I A. TOP OF MECHANICAL DUCT WORK PARALLEL TO EXISTING GRAPHITE STRUCTURE TO BE ROUTED BETWEEN EXISTING STRUCTURE Graphite Design AND6"MAXIMUM BELOW EXISTING DECK. Group, LLC, Architects B. TOP OF MECHANICAL DUCT WORK CROSSING OR 1809 7th Avenue, Suite 700 PERPENDICULAR TO EXISTING STRUCTURE TO BE 3"MAXIMUM Seattle, WA 98101 BELOW BOTTOM OF EXISTING STRUCTURE, WALK-IN COOLER 206.224.3335 E REFRIGERATION UNIT C. ALL PLUMBING PIPING AND ELECTRICAL CONDUIT AND WIRING CONSULTANT 4 TO BE STRAIGHT,NEAT AND HELD TIGHT TO EXISTING DECK OR ARROW 4" EQUIPMENT GLYCOL PUMP,ABOVE EXISTING STRUCTURE. 1 EQ EQ 4' 11" WALK-IN COOL 7, REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE. 8. LIGHT FIXTURE HEIGHTS PROVIDED ARE TO THE BOTTOM OF THE LIGHT L5 0 0 0 0 = rt11 i FIXTURE OR TRACK,UON. GYP CEILING'6" + 6 3 ME U .. SENSORS THERMOSTATS OR LIGHT 2'f �14C BO ABOVEOVEN, I I F 9. NO ELECTRICAL DEVICES, L4A DO NOT TAPE AND Lg FIXTURES TO BE LOCATED ON THE WALL OF FAME GRAPHIC AREA L10DMUD JOINTS �P WC °p f I I — INDICATED ON A-112.NOTIFY OWNER OF ANY DISCREPANCIES PRIOR +12'-6" L4 " , i TO INSTALLATION. 1 C I - 'La b1 JE�p I— v C4B- nl L4C { VA { % L__ J I 10. NO ELECTRICAL DEVICES,SENSORS,THERMOSTATS OR LIGHT o o j FIXTURES TO BE LOCATED WITHIN 6"OF WALL GRAPHIC,WALL SEAL LINE OF CASEWORK BELOW "' }. La 0"AC 1 ARTWORK,MENU BOARDS AND BADGES INDICATED ON A-112,LON. D L4C L4 W .1 'OVEN DOOR r� : L L NOTIFY OWNER OF ANY DISCREPANCIES PRIOR TO INSTALLTION. I� �{ 9 X L4G LaA L4 ACP AC-1 11. MULTIPLE SWITCHES IN A SINGLE LOCATION TO BE GANGED IN A L5A `# o COM TY BOA D 12-0 ► ML HlLR o EQ EQ SINGLE BOX WITH A SINGLE COVER PLATE.UON, L5A E( I sAv 6o wn i� L5A i cq �. t,W t' w 4 ® Ion L5A LIGHT FIXTURE LEGEND 3'-0" i 2-0 L5 +11'-0" L4A L4B Lan 4 t2k 3T�' � A-403 MB TAG DESCRIPTION +T-0" 11 -6" L4A� L4A' I SYMBOL C 1-0 I I o L1A GEN GENERAL PENDANT B N� FQ w 5 L5A 2 6 0 sP• I 0• L1A 18 DECORATIVE PENDANT 0 S L5A �0 DRINKS BOARD P106"PT 4 L5A O LIB DECORATIVE PENDANT L5A L A ♦ L2A DECORATIVE PENDANT WISHATTER PROOF LENS 51.01. 5' 11" 5'-0" "' _ _.... ..... I _... ...... L5A • WA RECESSED CAN WICLEANABLELENS >m D o L4B SURFACE MOUNTED MONOPOINT WICLEANABLE LENS L5A L1A•18 - -._L1A-1B. _._. J L1A 18 - - -L1A•18 ....- L5A �' I / o 1 VC RECESSED CAN WICLEANABLE LENS M +610" +61 D1 + 1-0" +61.0. L5A Lan O 4 N 2'•9" L10D 4 I L4A Laa I L5 TRACK BLACK LIJN +121.6" +10'-0" +1 '-0" W I I a L5A TRACK MOUNTED MONOPOINT•BLACK 0-) L6 GOOSE NECK DECORATIVE FIXTURE J YP T-15 . :. W -J 0 5' 0" -10" 5•101, - ® L7A WALL MOUNTED CAGE FIXTURE O .... ...... ....... _, .... _...... .... -.... ...... . , GYP PT-15 3 - _ L10D O L7C CAGE FIXTURE PENDANT +12'-6" L5A j LJ- B.O.UNISTRUT +670^` �- I 3'-0" L9 2x4 TROFFER WICLEANABLELENS Q AT 11'1A 1121 ® L10A EXIT SIGN WIEMERGENCY LIGHTUj — i L4 18 LI 18 L1 18 t1 18Lu +7 +7-60 1 +7 6" +7 " 6-3" T-1112" L7C.i .. 1 : .. _ . . ... ...... - .. .. .... ..... . .. a_ _. xs L106 WALL MOUNTED EMERGENCY FIXTURE ~ s Cfl ! .. ... .... ...... ... _. - —� Asa r L10C EXTERIOR EMERGENCY FIXTURE d7 i ...... . . .. ._ ._ ._ ._, ....- ..... R �. L ..__ f_. T L7C L10D I - 1 EQ EQ - L1A-18 -`- --L1A•18.. . tr L10D PENDENT EMERGENCY FIXTURE N LSA: ... ....... +6'•0 +12'6" II i Ll A EN +T-0" l-- -61A 18- - ' L1A 18 -' - - L1A-18- L -61A-18- +I 1-0^ L5 " L5 " L5A o L11 WALL MOUNTED WALK-IN COOLER FIXTURE +7.6" " +71,6" +71.6" 110 +110 0 L7C i — L5 T 4ZA ZA ZA L5A I o SP1 EXTERIOR SPEAKER +111.0" ^� a Q a Q - 10A N m J j J L5A o SP2 INTERIORSPEAKER % + ® L5A Q-0� 11 -::m:_........-. .......... __. ....................................... — _............................ _.._........_... O ._ SP3 INTERIOR SPEAKER EQ EQ EQ 5'.0- EQ ® - SUPPLY AIR DIFFUSER - RETURN AIR DIFFUSER ISSUED I REVISED DATE PERMIT/BID 05.22.15 ED - EXHAUST FAN REVISION 1 06.11.15 REVISION 2R1 A07.28.15 CEILING MATERIAL CEILING INDICATOR: REVISION 3 3 07.29.15 M F SEE A-604 FOR CEILING CEILING FINISH XX' X" AFF PANEL,GRID,AND FINISH A CEILING HEIGHT COLOR SCALE: 114"=1'1 2 0 2 4 8 REVISION 1 06.11.15 NORTH REFLECTED CEILING PLAN A-121 OWNER OPTION FOR PARTIAL-HT OPTION FOR PARTIAL-HT +- FRAMING,WITH BRACING FRAMING,WITH BRACING % 8 8 10 8 8D 8 10 8 BD 15 I—LJ� 35/8"METAL STUDS 2 3 518"METAL STUDS A 801 A 801 A-801 A-801 A 801 A-801 A-801 A-801 A-801 A-803 518"GYPSUM BOARD 112"H SIDE EACH SIDE EACH SIDE " THE PARTITION-TYPE DESIGNATION OR I—LJ� 6"METAL STUDS 22 6 METAL STUDS WALL-TYPE DESIGNATION IS A THREE-UNIT \ \ METAL STUDS METAL STUDS CODE THAT INDICATES THE CONFIGURATION, J01 p J INSULATION IF NOTED �L=LJ INSULATION IF NOTED 23 2112"METAL STUDS A 1 a CONSTRUCTION AND INSULATION OF THE 3 PARTITION AS FOLLOWS: 2035 158th OCT NE I -4 2112"METAL STUDS 24 2112"METAL STUDS INSULATION(PER THIS DETAIL,BELOW) Suite 200 _ _ _ _ _ _ _ _ _ _ � CONSTRUCTION OF PARTITIONIWALL Bellevue, WA 98008 518"GYPSUM BOARD -1 3 518"METAL STUDS 112"PLVWD 2 Fj 3 518"METAL STUDS VERTICAL CONFIGURATION OF ARCHITECT OF RecoRo F o J m METAL STUDS METAL STUDS PARTITIONIWALL INSULATION IF NOTED 6 6"METAL STUDS INSULATION IF NOTED 26 6"METAL STUDS PARTITIONANALL SYMBOLOGY p p p p p O p 0 o w o o 2 HR FIRE-RATED CONSTRUCT 1 HR FIRE RATED w _ = PER ULDESIGN NO.U438 L_LL—J 2112 C-H STUDS CONSTRUCT 2� i PER UL 3 518 METAL STUDS F NO INSULATIONe w w o o o z o p , 1"PANEL LINER 112"PLYWD IITI I��I DESIGN N0.U419 6 METAL STUDS w w I METAL C H STUD L J J_J METAL STUDS 28 i ire. 1 0 1 1 0 1 1 0 1 i (2)112"TYPE"X GYPSUM 50 TYPE"X"GYPSUM a a aBATT ACOUSTICAL A 801 A-801 A 801 A 801 A-801 A-801 EXISTING STUDS EXIST IJJ� D BOARD EACH SIDE 29 INSULATION 3 INSULATION IF NOTED G R A P H I T E Z E•F RR G Graphite Design A B C E FP SHIM AS REQUIRED 2"ZEE FURRING 518"GYPSUM BOAR D 30 2112"METAL STUDS t BATT THERMAL Group, LLC, Architects FOR FLAT FINISH 10"PLYWD INSULATION 18097th Avenue, Suite 700 NON-FIRE RATED NON-FIRE RATED NON-FIRE RATED PARTITION NON-FIRE RATED NON-FIRE RATED PARTITION FIRE PARTITION 718"HAT CHANNEL METAL STUDS 3 3 518"METAL STUDS INSULATION DESIGNATION Seattle, 8101 WA 9 FULL-HEIGHT PARTITION FULL-HEIGHT PARTITION WITH PARTIAL-HEIGHT FULL-HEIGHT PARTITION WITH PARTIAL-HEIGHT CONSTRUCT SURFACE TO BE FURRED 20 attleA 9 FINISH MATERIALS FINISH MATERIALS 518"GYPSUM BOARD GYP BD ON EXIST STUDS INSULATION IF NOTED CONSULTANT E 2 &INSULATION 32 6"METAL STUDS WHERE CEILING OCCURS,EXTEND FINISH MATERIALS 6"ABOVECEILING ORT0IP-0"AFFWHERE NOCEILING OCCURS U.O.N.,TYP RIGID INSULATION IF NOTED NOTE: SEE SPECIFICATION FOR STUD SPACING AND GAGE DECKAND SUPPORTING STRUCTURE SHOWN SCHEMATICALLY,SEE DETAILS FOR ACTUAL CONFIGURATION,TYP PROVIDE INSULATION ONLY WHERE INDICATED BY PARTITION-TYPE INDICATOR PARTITIONMALL DESIGNATIONS FORPENETRATIONINFIREPARTmON,REFERT0141A-802 PARTITION SIZE & FINISH LEGEND 4PARTITION-TYPE LEGEND 15 SCALE: NOT TO SCALE 3 13 SCALE: NTS 11 NTS B A 518"CDX MINIMUM ROOF DECK,TYPICAL THROUGHOUT THIS DETAIL AT SINGLE BRACE-FASTEN ANGLE TO BRACE WITH(4)NO 10 SCREWS + + + + a IOOOOS162.54 ROOF JOISTS AT 24" + X + + + + + SEAL 3"X 3"X 3"ANGLE(20 GAGE MINIMUM), AT DOUBLE BRACE-FASTEN DOUBLE \ ORSCCE TO REWS OHTH ANGLES WITH(6)ROUGH BRACEANDNO THIS TIS DETAIL MAXIMUM OC,TYPICAL THROUGHOUT / \ + IV + + � � FASTENED TO TRACK + + + AND BRACED PER BOTH ANGLES FOR WALLS TO 10'-0"-BRACE WITH . + . DETAIL AT RIGHT o I IN L MLL 3625137-33 AT 8'-0"MAXIMUM OC — — — — — w a Z o AND AT EACH WALL END. 20 GAGE MINIMUM " a o w Z o $416 ALTERNATE DIRECTION OF DEEP LEG TRACK OR o w = o \ w = a �oQOF F �_ fir , BRACES ALONG LENGTH OF WALL I SLOTTED TRACK W "' o w ¢ m o z �o Q `=' o o "' { ` WHERE POSSIBLE. I AT SINGLEBRACE-FASTEN "' z "' ~ ''' �, E2 Q a / 2 m o Z Z w oz -, 00 v ¢ � a = a v n .r � u, opo m x mo oo � o LLo C w o METAL STUDS,CUT _m ANGLE TO TRACK WITH(8)NO 10 wow c; o Z c� w o_ ¢ o " FOR WALLS TO 15'-0"-BRACE WITH 314"SHORT FOR 314" SCREWS LL o o M Y � - z ~ " o o Z Z O x— c.� < m o i n - O _ Q O ¢ O cn Y Q O ¢ 5D: DOUBLED 362S137.33 AT 8.0 DEFLECTION o _ z z Q of v w m m o ¢ w o X 5 m ¢ v o z MAXIMUM OC AND AT EACH WALL FINISH MATERIALS VARY - ( ) J o Y mt n — o m "' o s o o s " a AT DOUBLE BRACE-FASTEN 2 z w � Qo �, . �, x Z c7 z w x cS w p ANGLES TO TRACK WITH 8 N010 g `' o ? Q o o �S END.ALTERNATE DIRECTION OF (MAXIMUM WEIGHT EQUAL ( ) " ¢ =~ Y `—' — Q " °� "' U BRACES ALONG LENGTH Of WALL TO 2 LAYERS GYPSUM ¢ J � ~ `�' m � Z z � ~ ~ o SCREWS AT EACH ANGLE � � Qo o o � z9 � � � o oN � 9 wO �n FASTEN DOUBLED STUDS BOARD EACH SIDE PLUS _ _ '� o o m o g o 0 0 J Y �o � ¢ O �'`_+y N "L N N Q VJ N VJ y cE N O Q fn a TOGETHER WITH N08SCREWS AT I APPLIED FINISHES) wCq O 24"MAXIMUM OC. ¢ w U Y �c >= Uiv Q_ H w 0 o cn U w Oq SECTION ACROSS PARTITION O SECTION ACROSS BRACING z W OA PARTITION PERPENDICULAR TO JOISTS OB PARTITION PARALLEL TO JOISTS O PARTITION LOCATED AT DECK EDGEIOPENING Op PARALLEL TO BRACE AT STRUCTURE M W CV INTERSECTION OF NON-RATED METAL-STUD PARTITION U 10TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE - SEISMIC WITH STEEL/METAL STUFF STRUCTURE AND PLYWOOD DECK ABOVE _j CK 0 SCALE: 3"=1'-0" 8 SCALE; 3"=1'-0" Z O 0 W = 0 U Of �o W � U) F_ Cfl METAL�`� �G x c� o MAXIMUM DS((PE 2 ES REPORT ESR-2054), m E PARTIAL-HEIGHT PARTITION UP TO 1O'LONG,BETWEEN sG i / Z ; CN PARTIAL-HEIGHT OR FULL HEIGHT PARTITIONS(EACH AT yJ J��cF x x Cn o FINISH MATERIALS VARY(MAXIMUM LEAST 1'6"LONG)NEED NO SUPPORTS,AS LONG AS TOP ❑ y< �'� X AT CORNERS,LAP TOP o WEIGHT EQUAL TO 2 LAYERS TRACK IS SPLICED TO ADJACENT PARTITIONS PER DETAIL C g^ � F�'� T�o� s� " PLATES AND FASTEN Z o GYPSUM BOARD EACH SIDE PLUS " " `jT o`y � TOGETHER WITH 4 NO o W Y I APPLIED FINISHES 4112 4112 GcF ATF ( ) J v ) C_iSCREWS FASTENERS: El ❑ 3/16"x 3-112" 112" 112" /9�1` wb X } o o AT PLYWOOD FLOOR(MINIMUM 314"CDX); x 2'-0"PLATE N0.8 SCREWS IN EACH o ¢ ;; PROVIDE(2)NO 8 X 1"WOOD SCREWS AT 24" Z SIDE OF EACH STUD, _ w MAXIMUM OC STAGGERED FOR 1 LAYER 4'0"MAXIMUM FROM 1'6" Z o ISSUED I REVISED DATE ANY CROSSING MAXIMUM ' = MINIMUMP AND STAGGERED U = o STAGGER DGYPSUM AFORRD E2LAYECH IRSGYPSUMIBOARD PERMIT/BID 05.22.15 PARTITION,OR FROM 4'-0"OC MAXIMUM, FROM BENEATH MIM OC 3116"THICK CD END OF FULL-HEIGHT TYPICAL ALONG END OF SUPPORT STEEL PLATE M `� m ¢ I EACH SIDE REVISION 1 06.11.15 PARTITION PARTITION PARTITION ¢ Z a REVISION 2R1 p 07.28.15 o ¢ I I AT REVISION3 807.29.15 4'-0"MAXIMUM FROM 1 " ANY CROSSING 3116" ¢ ¢ �, CONCRETE FLOOR: PARTITIONOR FROM PROVIDE HILTI X-U 0.157"DIAMETER , A .:- POWDER-ACTUATED FASTENERS EMBED 314" END OF FULL-HEIGHT ❑ (4 TOTAL) KWIKBOLT318"DIAMETERx2"EMBED o S = PER ESR-2269.24"MAXIMUM OC STAGGERED PARTITION INTO CONCRETE PER ES REPORT ER-2388. LL o FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" ❑ ❑ IN POST-TENSIONED CONCRETE, ANCHORS TO BE4'MIN FROM � ¢ MAXIMUM OC STAGGERED FOR 2 LAYERS TENDONS,AS VERIFIED BYX-RAY PRIOR TODRILLING FOR ANCHORS. 0 2 " GYPSUM BOARD EACH SIDE "' REVISION 1 06.11.15 O SUPPORT-LOCATION DIAGRAM O SUPPORT DETAIL(PLAN VIEW) O PARTITION•FRAMING DETAIL X PARTITION TO FLOOR CONNECTION INTERIOR DETAILS PARTITIONS SUPPORT REQUIRED FOR PARTIAL- HT PARTITIONS USING 3 518 STUDS FOR SEISMIC SITUATIONS 4 SCALE: NOT TO SCALE SCALE: 3" 1 =1'0" A-801 OWNER PLYWOOD ROOF JOIST,TYP SHEATHING PLYWOOD DECK ROOF JOISTS,TYP / NEW 2X WOOD BLOCKING WI A35 EA END TYP-ATTACH NEW STUDS EXISTING ROOF DECK _`-4 DIRECTLY TO EXISTING 2X JOISTS -DO NOT PENETRATE 2035 158th CT NE :._4 EXTEND DRAFTSTOP WHERE POSSIBLE Suite 200 114"DEEP FIRESTOP TO STRUCTURAL DECK (3)#10 X 1114" EXISTING JOIST SEALANT TYP PIPE,DUCT OR SCREWS,TYP. SOFFIT FRAMING Bellevue, WA 98008 CONDUIT PENETRATION ARCHITECT OF RECORD FRAME AROUND EXISTING -CUT GYP BD TIGHT AS POSSIBLE O STRAIGHT BRACING JOIST TO PENETRATING ELEMENT i PLYWOOD DECK ROOF JOISTS,TYP BOTTOM CHORD OF FIRE RATED WALL EXISTING JOIST SEE DETAIL 131A-801 FOR NEW 2X BLOCKING WI A35 UNISTRUT SECURED TO BOTTOM BEAM CLAMP BEAM CLAMP-BOTH EA.END TYP.-ATTACH NEW BOTH SIDES SIDES. ASSEMBLY <' FIRE PROTECTION BRACING DIRECTLY TO CHORD AS NEEDED GRAPHITE THERMAL INSULATION s EXISTING JOISTS WHERE POSSIBLE UNI-STRUT Graphite Design GYP BD TIGHT TO EXISTING ABUTTED FIRMLY ON EITHER (3)#10 X 1114" 362S162.43 STUD BRACE Group, LLC, Architects STRUCTURE;ALL JOINTS TO SIDE OF PENETRATION 48"O.C.WI 3 #10 OCCUR OVER FRAMING SCREWS,TYP. S SCREWS EA.END 1809 7th Avenue, Suite 700 OA SOFFITIWALL PARALLEL WITH JOIST O SOFFITIWALL PERPENDICULAR WITH JOIST Seattle, WA 98101 ANNULAR SPACE PROTECTION O DIAGONAL BRACING 206.224.3335 E ASSEMBLY PER IBC SECTION 714.3.12 CONSULTANT AND UL W-L-2044 F RATING FIRE RATED PENETRATION 3 FRAMED SOFFIT SUPPORT UNISTRUT CONNECTION TO STRUCTURE 14 SCALE: 314"=1'-0" 1 ScALE: 314"=1'-0" 1 SCALE: 3"=1'-0" 314"CLEAR ATONE END IN EACH DIRECTION.DO NOT EXCEPT AS INDICATED IN DETAILS C AND F,COMPONENTS FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 FASTEN THIS END TO THE CLOSURE ANGLE,AT OTHER END FASTEN TO STRUCTURE PER CISCA 34 OF MECHANICAL,ELECTRICAL,PLUMBING AND FIRE LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS IN EACH DIRECTION,FASTEN TEES TO CLOSURE ANGLE. (FIGURES 2,3,4,AND 5)AS MODIFIED BY PROTECTION SHALL BE INDEPENDENTLY SUPPORTED AND SHALL BE CONNECTED TO STRUCTURE ABOVE BY(1) DEGREES(IN PLAN)FROM EACH OTHER AND ASCE 7-05,SECTION 13.5.6.2.2 BRACED FROM STRUCTUR 12 GAGE TAUT OR SLACK WIRE SECURED TO MAIN RUNNER WITHIN 2"OF Ils. INTERSECTION.EACH END OF EACH WIRE TO BE LOOPED AND WRAPPED AROUND ITSELF 3 PROVIDE CEILING I SEAL WHERE HANGAR WIRES LIGHT FIXTURES WEIGHING MORE THAN EXPANSION JOINTS AS SEISMIC DESIGN CATEGORY C: EID A HANGAR WIRE AT EACH ARE MORE THAN 1:6 10 POUNDS AND LESS THAN 56 POUNDS, TIMES MINIMUM WITHIN A 3"MAX LENGTH PROVIDE FLEXIBLE CONNECTION PERIMETER MAIN TEE AND 12 GAGE MINIMUM HANGAR WIRES OUT-OF-PLUMB,PROVIDE NECESSARY,DIVIDING AND AIR Q�' PERIMETER CROSS TEE AT 4'-0"OC EACH DIRECTION NO COUNTER-SLOPING WEIGHING MORE THAN 20 POUNDS AND Qy� CEILING INTO AREAS NO TO SPRINKLER HEAD THAT GREATE N 2500 SF ALLOWS CEILING TO MOVE 318"IN STABILIZER BAR TO MORE THAN 1:6 OUT-OF-PLUMB, WIRES OO LESS THAN 56 POUNDS SHALL BE LHANGARS URES AND AIR ALL HORIZONTAL DIRECTIONS saAm „tea MAINTAIN PERIMETER TYPICAL CONNECTED TO STRUCTURE ABO FIXTURES WEIGHING MORE THAN SEISMIC DESIGN CATEGORY D,E, TEE SPACING METAL-FRAMED TRAPEZE (2)12 GAGE TAUT OR SLACK WIRES AND ALL PENDANT LIGHT FIXTURES U° AND F:PROVIDE FLEXIBLE ' f` oz WIRE LOOPED AND WRAPPED AS NECESSARY TO AVOID ATTACHED AT DIAGONAL CORNERS C} k MAIN TEE OR CROSS TEE AROUND ITSELF 3 TIMES MINIMUM OBSTRUCTIONS UPPORTED DIRECTLY FROM �, CONNECTION TO SPRINKLER HEAD (SUSPENSION SYSTEM) AT EACH END OF HANGAR WIRE MAINTAIN HANGAR WIRE SPACING E ABOVE USING APPROVED HEAVY DUTY WITHIN A 3”MAXIMUM LENGTH AND CAPACITY BELOW OBSTRUCTION THAT ALLOWS CEILING E MOVE 1" IN ALL HORIZONTAL DIRECTIONS O ACOUSTICAL CEILING PANEL LIGHT FIXTURES,AIR TERMINALS,AND FOR SPANS UP TO 6'-0",USE A SINGLE 20 SERVICES SHALL BE POSITIVELY GAGE 1518"COMPRESSION STRUT 8"MAX 2 X 2 CLOSURE ANGLE, ATTACHED TO THE CEILING SYSTEM LOCATE BRACING AT 12'-0"OC EACH FASTENED TO MAIN TEE WITH(2)NO 8 MINIMUM.SEE NOTE AT TOP. COMPLY WITH ADDITIONAL PROVISIONS OF ASTM C635, DIRECTION AND WITHIN 6'-0"OF SCREWS AND TO STRUCTURE WITH(2)HILTI ASTM C636,CISCA 3-0,AND ASCE 7-05,SECTION 13.5.6. PERIMETER WALLS,PARTITIONS,OR X-DNI.145 DIA X 314";FOR SPANS UP TO Y-O", EXPANSION JOINTS USE DOUBLE COMPRESSION STRUT OPERIMETER SUPPORT O GENERAL SUPPORT © LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT O LATERAL BRACING FOR CEILINGS EXCEEDING 144 SF O EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF O SPRINKLER HEAD CLEARANCE NOT REQUIRED IN SEISMIC DESIGN CATAGORY C CONTRACTOR OPTION FOR CATEGORY C:PROVIDE ALTERNATIVE LATERAL BRACING DESIGN NOT REQUIRED IN SEISMIC DESIGN CATEGORY C Ljj� " FOR CEILINGS LESS THAN 144 SF BASED ON ASCE 7 SECTION 13.3.1 AND 13.5.6.1 ti SINSTALLATION OF SUSPENDED ACCOUSTIAL CEILING SYSTEM - IBC SEISMIC CATEGORY C, D, E, F J o SCALE: NTS Z O Q W W < Q 314"CLEAR ATONE END IN EACH DIRECTION.DO NOT EXCEPT AS INDICATED IN DETAILS C AND F,COMPONENTS LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS W ~ FASTEN TO STRUCTURE PER CISCA 3-0 OF MECHANICAL,ELECTRICAL,PLUMBING AND FIRE SHALL BE CONNECTED TO STRUCTURE ABOVE BY(1) FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 FASTEN THIS END TO THE CLOSURE ANGLE.AT OTHER END C.0'� IN EACH DIRECTION,FASTEN TEES TO CLOSURE ANGLE. (FIGURES 2,3,4,AND 5)AS MODIFIED BY PROTECTION SHALL BE INDEPENDENTLY SUPPORTED AND 12 GAGE TAUT OR SLACK WIRE DEGREES(IN PLAN)FROM EACH OTHER AND p SECURED TO MAIN RUNNER WITHIN 2"OF Ir— ASCE 7-05.SECTION 13.5.6.2.2 BRACED FROM STRUCTURE INTERSECTION.EACH END OF EACH WIRE TO � HANGAR WIRE AT EACH LIGHT FIXTURES WEIGHING MORE THAN BE LOOPED AND WRAPPED AROUND ITSEL SEISMIC DESIGN CATEGORY C: PERIMETER MAIN TEE AND 12 GAGE MINIMUM HANGER WIRE WHERE HANGER WIRES ARE 10 POUNDS AND LESS THAN 56 POUNDS, TIMES MINIMUM WITHIN A 3"MAX LENGTH PROVIDE FLEXIBLE CONNECTION TO PERIMETER CROSS TEE AT 4'-0"OC EACH DIRECTION- AND AIR TERMINALS/SERVICES � ' ' SPRINKLER HEAD THAT ALLOWS CEILING MORE THAN 1:6 NO MORE THAN 1:6 MORE -PLUMB,PROVIDE WEIGHING MORE THAN 20 POUNDS AND TO MOVE 318"IN ALL HORIZONTAL OUT-OF-PLUMB,TYPICAL OUT-OCOUNTER-SLOPING WIRE LESS THAN 56 POUNDS SHALL BE LIGHT FIXTURES AND AIR DIRECTIONS 2"X 2"SHEET METAL ANGLE O O CONNECTED TO STRUCTURE ABO TERMINALSISERVICES WEIGHING MORE THAN PROVIDE CEILING EXPANSION WIRE LOOPED AND WRAPPED TRAPEZE AS NECESSARY TO (2)12 GAGE TAUT OR SLACK WIRES 56 POUNDS AND ALL PENDANT LIGHT FIXTURES JOINTS AS NECESSARY, SEISMIC DESIGN CATEGORY D,E,AND F: AROUND ITSELF 3 TIMES MINIMUM AVOID OBSTRUCTIONS ATTACHED AT DIAGONAL CORNERS SHALL BE SUPPORTED DIRECTLY FROM DIVIDING CEILING INTO AREAS-- PROVIDE FLEXIBLE CONNECTION TO ISSUED/REVISED DATE AT EACH END OF HANGER WIRE STRUCTURE ABOVE USING APPROVED NO GREATER THAN 2500 SF SPRINKLER HEAD THAT ALLOWS CEILING PERMIT/BID 05.22.15 MAINTAIN HANGER WIRE SPACING AND GRID-TYPE SUSPENSION SYSTEM WITHIN 3"MAXIMUM LENGTH CAPACITY BELOW OBSTRUCTION HANGARS TO MOVE V IN ALL HORIZONTAL REVISION 1 06.11.15 DIRECTIONS REVISION 3 Q07.29.15 FOR SPANS UP TO 6'-0",USE A SINGLE 20 GAGE 1518" O a 518"GYPSUM BOARD LIGHT FIXTURES,AIR TERMINALS,AND COMPRESSION STRUT FASTENED TO MAIN TEE WITH(2)NO 8 SERVICES SHALL BE POSITIVELY LOCATE BRACING AT 12'-0"OC EACH SCREWS AND TO STRUCTURE WITH(2)HILTI X-DNI.145 DIA X A 8, MAX ATTACHED TO THE CEILING SYSTEM DIRECTION AND WITHIN 6'-0"OF PERIMETER 314 2" GYPSUM BOARD CONSTRUCTION SHALL COMPLY WITH ADDITIONAL PROVISIONS OF IBC SECTION 2508. WALLS,PARTITIONS,OR EXPANSION JOINTS FOR SPANS UP TO 9'4',USE DOUBLE COMPRESSION STRUT METAL SUSPENSION SYSTEM SHALL CONFORM WITH ASCE 7,SECTION 13.5.6.2.1,ASTM C635,ASTM C636,ASTM C754,AND CISCA 3-0. 8"MAX EACH SIDE LATERAL BRACING REQUIRED IF ANY OF THE FOLLOWING EXISTS: -GYPSUM BOARD CEILING THAT EXTENDS WALL-TO-WALL EXCEEDS 1000 SF REVISION 1 06.11.15 OPERIMETER SUPPORT O GENERAL SUPPORT O LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT OD -GYPSUM BOARD CEILING THAT DOES NOT EXTEND WALL-TO-WALL EXCEEDS 144 SF O EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF O SPRINKLER HEAD CLEARANCE NOT REQUIRED IN SEISMIC DESIGN CATAGORY C CONTRACTOR OPTION FOR CATEGORY C:PROVIDE ALTERNATIVE LATERAL BRACING DESIGN NOT REQUIRED IN SEISMIC DESIGN CATAGORY C FOR CEILINGS LESS THAN 144 SF BASED ON ASCE 7 SECTION 13.3.1 AND 13.5.6.1 INTERIOR DETAILS INSTALLATION OF SUSPENDED GYP BDCEILING - IBC SEISMIC CATEGORY C, D, E, F CEILING 5 SCALE: NTS A-802 OWNER EQ EQ Tm 314"COX MINIMUM,FLOOR OR ROOF DECK,TYPICAL THROUGHOUT THIS DETAIL UNPAINTED 24'46"3/4"FRT PLYWOOD FULL HEIGHT 1"PLASTIC / TELEPHONE TERMINAL BACKBOARD CORNER GUARD,TYP BLOCKING PARTITION ATTACHED AUDIO EQUIPMENT,SEE ELECTRICAL DRAWINGS 2"GROMMET HOLE FOR TO 2X STRUCTURE OR PRINTER fI WIRING,TYP ALL SHELVES C NECESSARY FOR BLOCKING SPANNING LAPTOP ATTACHMENTOF �......... MECHANICAL CONTROL,TYPE, 2035158th CT NE FINISHES BETWEEN MEMBER STRUCTURAL SMALL DRAWERS FOR OFFICE SUPPLIES SEE MECHANICAL DRAWINGS Suite 200 ADD SOLID 2X PHONE TIMER SWITCH,TYPE,SEE Bellevue, WA 98008 BLOCKING FOR WIDTH 1-112"THICK x 30"DEEP MELAMINE SHELF ° XX ELECTRICAL DRAWINGS ARCHITECT OF RECORD Cn n OF PARTITION 1-112"THICK x 16"DEEP MELAMINE SHELF Z z DOCUMENT HOLDER,TYP FOR 1 HR,2HR AND z � wBOAI I B 3HR RATINGS, CUT GYPSUM RD NUTRITION,TRAINING&MANAGEMENT GUIDES o z CONSTRUCT PER TIGHT TO STRUCTURE > Y 1-112 THICK x30 DEEP MELAMINE SHELF UL DESIGN 0 HW-D-0060 o o 1-112"THICK x 16"DEEP MELAMINE SHELF o ¢ o FOR ITEMS NOT NOTED " a FOR 1HR,2HR AND o 1x SHELF CLEAT ALONG EACH PARTITION,1 LESS CD o ¢ 3HR RATINGS, FASTENERS I I J OR DIMENSIONED SEE SHELF DEPTH,PAINT MATCH PARTITION TYP GRAPHITE m o �' a CONSTRUCT PER UL TYPICAL 8 ( ¢ 15A T-SHIRT BIN w o a m w a DESIGN HW-D-0119 a PER DETAIL A-801 A801 M Q Q Graphite Design ELL > > ¢ It:1-1 Group, LLC, Architects LL o C, z OR HW-D-0120 � POWER/DATA,TYP,SEE ELECTRICAL DRAWINGS 1809 7th Avenue, Suite 700 oA SECTION ACROSS PARTITION BA E Seattle, WA 98101 OB VIEW ALONG PARTITION O PARTITION LOCATED AT SLAB DECKIOPENING MENU PIECE BIN 206.224.3335 E CONSULTANT LATERAL FILE CABINET " 6„ 4"TYP @ GROMMET INTERSECTION OF FIRE-RATED PARTITIONS WITH SOLID-LUMBER STRUCTURE ABOVE 0 UNROLLED MANAGERS DESK ELEVATION O 1 SCALE: 3"=1'-0" SCALE: 112"=1'-0" T 0 W SEAL D GYP BD CEILING 3 SCHLUTER JOLLY 518"GYP BD N 12" fA, s4s X " XX 01: OV SEE RCP _.._ + + + + + + DRIP PAN 11 TILE PER FINISH SCHEDULE N 314"?PLYWOOD WITH#8 + + +L SCREWS @ 10"O.C.MIN. SEE RCP + + + SEE RCP /76 3 518"MTL.STUDS ISTURE -------- -------- -------- RESISTANT GY STEEL TRACK 4007100 43 @ @ 16"OC,TYP Q MIN.AT 12"O.C. S P.BD. ° 3 518"MTL.STUDS 518"MOISTURE c2,#B SCREWS PER JOIST PIZZA ENGINE @ DINING 16"O.C.,TYP. PIZZA ENGINE RESISTANT GYP BD DINING Q MIN. M CV Llj STEEL STUD 4005137-33 @ 12"O.C.MIN. FRP PANELS OVER G.W.B. TILE TO CEILING TRANSITION SOFFIT EDGE SECTION SOFFIT EDGE DETAIL J STEEL STUD 358S13743 @ 10 8 "=1.011 6 "- 12"O.C.MIN. SCALE: 6-1-0 SCALE: 1SCALE: 1 -1.0 O g o WATER HEATER BRACING U WU) < EXISTING SLAB ON GRADE ~ AS OCCURS GYP WALL,PAINT PER FINISH SCHEDULE AT DOOR OPENING: Cfl UNION OR FLEX CONNECTOR SAW CUTAND REMOVE EXISTING TRANSITION UNDER DOOR m B LEAF.LOCATE AS SHOWN0 C�4 SLAB FOR TRENCH AS REQUIRED METAL CAP TRIM,FINSH TO MATCH FRP(WHEN FRP OCCURS) DEPENDING UPON DOOR i TILE PER FINISH SCHEDULE CONNECT BLOCK TO EA.METALCONCRETE SLAB ON GRADE TO C-9LEAF LOCATION STUD WITH(2)#10 TEK SCREW, MATCH DEPTH OF EXISTING, 777 MIN. WITH#3 BARS AT 16"ON CENTER o FRP(WHEN OCCURS) 318"DIA.X 3"LONG LAG SCREW EACH WAY AT MIDDLE DEPTH OF 112"MAX SLAB. DRILL&EPDXY 6"INTO Z 0 POSITIVELY ATTACHED TO EXISTING SLAB. BUILDING FRAME MEMBERS. LOCATE CONDUIT ABOVE LAG SCREW TO PENETRATE VAPORBARRIER Z WOOD MEMBERS AT LEAST 1" TERPROOF MEM RANE ISSUED/ REVISED DATE WA B S2 TYP.AT 113 AND 213 HEIGHT OF WHERE SPECIFIED C11- o PERMIT/BID 05.22.15 M o ° HEATER 21-3/8"X 16 GA.STRAP, ° Q a e MIN. REVISION 1 06.11.15 e o o o °$� o BLOCK SADDLE BETWEEN W TILE BASE � 112"MAX REVISION 2R1 07.28.15 HEATERANDWALL COVEDRUBBERBASE REVISION s 07.29.15 22 SEALANT JOINT w SEALED TO CONCRETE IV = 36"MAXIMUM AT CASED OPENING: A DRIP PAN TRANSITION AT END OF JAMB COMPACTED FILL AS AS LOCATED ON PLANS UNION OR FLEX CONNECTOR REQUIRED VAPOR BARRIER Q SEALED CONCRETE SLAB Q a SEALED CONCRETE SLAB Q TO MATCH EXISTING Q Q Q Q 1/2"MAX REVISION 1 06.11.15 O WATER HEATER AXON A INTERIOR DETAILS 5 WATER HEATER 4 SLAB DOWELING AT TRENCH 3 TILE BASE AT SEALED CONCRETE COVED BASE AT CONCRETE FLOORS FLOORING EDGE STRIP LOCATION SCALE: 3"=1'-0SCALE: 1.112"=1'-0" SCALE: 6"= SCALE: 6"=1'0" SCALE: 6"=1'-0" A-803 Q A l H. Schedule: F. Backing: a. Tile: Submit samples of each type and color of tile. Include representative range of colors and finishes to be 1. Type 1: Clear 1/4 inch thick glass. Provide tempered where indicated and specified. 1. Provide steel backing where indicated. At the Contractors's option steel backing plates may be substituted for wood expected. % 2. Type 2: Insulating Glass, double glazed units with 1/2 inch air space between two panes of 1/4 inch glass; outer pane blocking, except wood blocking shall be used at the following locations: Handrails, railings and grab bars. b. Grout: Submit cured samples of each grout color. Furnish 2 cured samples of approved grout colors to the shall be heat strengthened or tempered glass with low-e coating on #2 surface; inner pane shall be clear glass. Provide 2. Unless indicated otherwise, steel backing shall consist of minimum 4 inch wide 16 gage steel plate screwed rigidly to the expansion joint sealer installer for color matching. ii r tempered where indicated and specified. Where not required by code to be tempered, provide annealed, heat- studs. C. Screeds: Submit samples of each type and finish of screed; minimum 3 inch length. strengthened or tempered glass as determined by glass manufacturer's glass analysis. G. Installation Tolerances: 2. Product Data: Submit for each type of tile, grout, adhesive, additive, accessory, and membrane specified. I. Provide tempered glass in hazardous locations to meet the requirements of the jurisdictional code authorities. 1. Install members to provide surface plane with maximum variation of 1/8 inch in 10 feet in any direction. 3. Shop Drawings: Indicate general layout, surrounding construction, location of expansion joints in substrates and tile 2036158th CT NE 2. Locate assemblies within 1/4 inch of required locations. fields, edge details, and special conditions. +site 2OO `' DIVISION 9 FINISHES 4. Schedule: Submit a schedule of each tile type, grout, and joint width combination proposed. BeHevue,WA 9 092900 GYPSUM BOARD C. Quality Assurance: 092200 LIGHTGAGE METAL SUPPORT FRAMING A. Quality Control: Provide assemblies meeting the hourly fire ratings indicated. Assemblies shall be approved by the local 1. Conform to ANSI Standard Specifications for the Installation of Ceramic Tile. A A. System Description: jurisdictional code authorities D. Tile: 1. Structural Design: B. Materials: 1. Tile Types: Types as indicated on the drawings. a. Select framing systems, gages, supports, bracing, and connections as necessary to meet the structural 1. Gypsum Board: 2. Special Shapes: Unless otherwise indicated or specified, furnish special shapes as standard with the tile manufacturer requirements specified. a. 5/8 inch thick unless noted otherwise; provide type X in fire rated partitions. for uniform transitions and concealed edges in the finished installation. Special shapes include bullnoses, double b. Partition framing shall conform to the widths indicated, unless approved otherwise. Provide thicker gages and b. Standard Board: ASTM C36. bullnoses, corner bullnoses, and cove assemblies. decreased stud spacing as necessary to meet the design requirements. c. Water Resistant Board: ASTM C630. E. Accessory Materials: �, N 2. Design Loads: 2. Accessories: 9 1. Setting Materials: a. Interior Ceiling Assemblies: 5 pounds per square foot uniform live load, plus dead loads. a. Trim: Concealed flange screw-on type; metal or PVC at Contractor's option; GA 216. a. Thinset Mortar: "Kerabond" with "Universal Keralastic" by Mapei Corp., "211 Crete Filler Powder" with 4237 Latex 'i! b. Interior Partitions: 5 pounds per square foot uniform live lateral load. b. Joint Compound, Tape, and Finishing Compound: ASTM C475 and GA 216. Thin-set Mortar Additive," by Laticrete International, Inc., Hydroment"Tile-Mate Premium" with "447 Flex-a-lastic" by c. Exterior Soffits: 25 pounds per square foot uniform live load. C. Screws: ASTM C1002. Bostik, or approved. P shop-painted d. Seismic Loads: Conform to the requirements of the Uniform Building Code, seismic zone 3. d. Passive Wall Grille: Extruded aluminum material, mill finish with powder-coated or sho - ainted finish to match wall b. Rapid-Set Thin Bed Mortar: "Grani/Rapid" with "KER 318" Flexible Admixture" by Mapei Corp., Hydroment "Single 3. Deflection Requirements: Maximum of 1/240 the span, except maximum 1/360 at tile. color; inverted 'V' blade design; 50 percent free area; tamperproof fasteners. Flex FS," by Bostik, or "211 Crete Filler Powder" with "4237 Latex Thin-set Mortar Additive" and "101 Rapid Set Graphite'1) ri9n B. Code Requirements: C. Installation: Latex"(proportions as recommended by the manufacturer for the setting time required)," by Laticrete International, Group, LLQ, Architects 1. Provide assemblies meeting the hourly fire ratings indicated and specified. Assemblies shall been tested in accordance 1. Installation Standard: Unless specified otherwise, perform work in accordance with Gypsum Association 216, Inc.. IWD 71hA'Meme, Suite 700 with ASTM E119, and shall be approved by the local jurisdictional code authorities. Coordinate installation of other "Recommended Specifications for the Application and Finishing of Gypsum Wallboard." 2. Epoxy Grout: Mapei "Kerapoxy," Hydroment "Color-Poxy," by Bostik, Laticrete International Inc. "Latapoxy SP1 00," or Seaft WA101' materials which are a part each assembly. 2. Install water resistant board restroom walls as a substrate for surfaces scheduled to receive ceramic tile in toilet approved. Colors as selected from manufacturer's standard. M224,33M 2. Fire rating requirements take precedence over the construction requirements indicated. In the event of conflict, notify the compartments. 3. Tile Backer Board and Accessories: Architect, and do not begin construction in the area of conflict until the conflict has been resolved. 3. Screw fasten board to framing, unless approved otherwise. a. Board: 1/2 inch nominal thickness aggregated portland cement panel, reinforced with glass fiber mesh. 3. Provide all calculations, drawings, product data, and other verification as required by the jurisdictional code authority to 4. Trim: "Wonderboard" by Custom Building Products (800-272-8786), "Durock Interior" by USG, and Georgia Pacific obtain approval of the lightgage metal framing installation. a. Use longest practical lengths, with no piece less than 2 feet long for continuous runs greater than 8 feet. Securely "Dens-Shield," or approved.. C. Materials: fasten and align trim ends at joints. b. Tape for Glass Mesh Board: Open weave glass mesh joint tape, self-adhesive; 2-1/2 inches wide. 1. Light Gage Metal Framing: ASTM C645; galvanized; provide "C" shaped studs, U shaped runners, hat and "Z" shaped b. Place concealed flange corner beads at all external corners. At angles other than 90 degrees, bend the flange to C. Fasteners: As recommended by the backing board manufacturer; thread forming self-drilling wafer head screws; furring channels, and other sizes and shapes as indicated on the drawings, and required in the standards referenced. conform to the angle. polymer coated or zinc plated; USG "Durock Screws," "Rock-On," or approved. Minimum 25 gage, except provide thicker gages as required to meet deflection requirements. c. Place concealed flange type L trim where gypsum board abuts dissimilar materials. 4. Metal Screed: As manufactured by Schluter Systems, Inc. (800/225-8902), or Ceramic Tool Company, (800/236-5230); 2. Cold Rolled Channels: Rust inhibitive paint coating; sizes in accordance with ASTM C754. d. Use J trim at exposed gypsum board edges where sealant joint is indicated. stainless steel tile edging trim; sizes as required for installation of top of screed flush with top of tile. 3. Screws: Self tapping; low profile head. 5. Control Joints: F. Preparation: 4. Partition Head Compensating Channel: Design for minimum ±1/2 inch deflection. Profiles as indicated; one of the a. Position control joints to intersect light fixtures, air diffusers, door openings, and other areas of stress concentration. 1. Clean substrate surfaces free of grease, dirt, dust, organic impurities, and other materials which would impair bond. following. b. Position control joints at locations where expansion or control joints occur in the building structure. G. Tile Backer Board Installation: a. 20 gage deep leg track; 2 inch legs. C. Locate control joints to form rectangular or square sections, in "L," "U," "T," or other irregularly shaped areas. 1. Install in accordance with the manufacturer's installation instructions. Provide shims as necessary to align backer board b. Slip Track Systems Inc. (Anaheim, CA; 714-761-1921) "SLP-TRK."] 6. Finishing: with adjacent substrates. 5. Other Framing Materials: Furnish in accordance with ASTM C754. a. Provide finishing in accordance with GA 214. 2. Install units with edges firmly supported. D. Partition Framing: b. Where necessary to sand, do so without damaging the face of the gypsum board. 3. Screws attach units with 1 inch long drywall screws spaced 6 inches on center along framing. 1. Runners: C. Levels of Finish: 4. Install fiberglass reinforcing tape at joints between panels. Completely embed in a thin set mortar bed. Trowel mortar a. Secure runners with fasteners at maximum 24 inches oc. 1) Level 5: Provide at the following locations: smooth with adjacent surfaces. b. At concrete floors, use powder driven fasteners or drilled in concrete anchors. a) Surfaces perpendicular and adjacent to or near (within 24 inches of) exterior windows, and surface H. Installation of Tile: c. Where indicated, attach top track to acoustical ceiling grid with two staggered #12-14 screws at 24 inches on mounted light fixtures. 1. Wall Application - Gypsum Board Substrate: ' ' center. Provide spacer strip between runner and ceiling suspension system to allow tegular or reveal edge b) Surfaces to receive deep tone colors. a. TCA System: Similar to W243. .A acoustical panels to clear partition. Use minimum 20 gage top track. 2) Level 4: Provide unless indicated or specified otherwise. b. Installation Standard: ANSI A108.5. !e d. Top Runner: Use proprietary compensating channel or deep leg track at Contractor's option, as necessary to 3) Level 3: Provide at the following locations: c. Setting Materials: Thinset mortar. accommodate building deflection. a) Surfaces to receive fabric wall covering. 2. Wall Application - Tile Backer Board: Owl Tia,IYA ' e. Unless approved otherwise, at fire rated partition assemblies, use fire rated tracks, furnished from Section 078500. b) Surfaces to receive textured finishes. a. TCA System: Similar to W244. Install fire rated tracks in accordance with the fire rated assembly requirements. 4) Level 2: Provide at the following locations: b. Installation Standard: ANSI A108.5. f. Align to tolerances specified. a) Storage rooms. c. Setting Materials: Thinset mortar. 2. Unless indicated otherwise, install studs vertically at 16 inches oc, and not more than 2 inches from abutting b) Mechanical rooms. 3. Joint Pattern: construction, at each side of openings, and at corners. c) Janitors closets. a. Lay out tile pattern prior to commencing tile installation. 3. Fit runners under and above openings; secure intermediate studs at spacing of wall studs. d) Surfaces to receive tile or other thick finish materials applied to gypsum board surfaces. b. Accurately locate grout joints on lines indicated; where not indicated, adjust grout joints within specified tolerances 4. Brace partition framing system and make rigid. Provide diagonal stud bracing at 8 ft on center at all framing which does 5) Level 1: Provide at the following locations: to minimize use of cut tiles at field edges. not extend to structure. a) Surfaces of fire rated assemblies concealed from view in the finished work ("fire-taping"). c. Where cut tiles are necessary, position tile such that cut tile at each edge of each rectilinear field is not less than 5. Install double studs continuous from floor to ceiling track at the jamb of each door frame and cased opening. Studs shall b) Surfaces of acoustical assemblies concealed form view in the finished work half of a full size unit, unless indicated otherwise. be the same gage as the adjacent studs, but no less than 20 gage. Provide diagonal steel stud bracing to structure at 6) Level 0: Provide at the following locations: 4. Tiles shall be blended as required to avoid pattern repeats and "patches" of adjoining tiles of distinctive color or each jamb at partitions which do not extent to structure. a) Surfaces of non-fire rated assemblies concealed from view in the finished work, including surfaces to be character within each field area. Coordinate distribution of tiles with the Architect. 6. Coordinate erection of studs with installation of service utilities. Align stud web openings. covered by casework, wood paneling, 5. Tiles which exhibit directional patterns shall be set with grain direction as indicated on the shop drawings, or, if not 7. Coordinate erection of stud system with requirements of door and window frames, fire extinguisher cabinets, recessed - indicated, as directed by the Architect. toilet accessories, access doors, and other construction within mounted partition construction. 6. Install tiles aligned with adjacent finishes, where indicated. Provide mortar fill as necessary for proper alignment. 8. Coordinate the installation of framing with the gypsum board installer to ensure support at all board edges. Provide 092116 GYPSUM BOARD SHAFT WALL ASSEMBLIES 7. Clean joints of mortar to minimum depth of 1/4 inch to allow subsequent grout installation. framing immediately either side of expansion joints. 8. Provide temporary setting buttons and shims as necessary to maintain a wall tile in position until setting mortar has set. Cr3 9. Stud splicing not permissible. 9. Tolerances: Ce A. System Description: L.L1 rt o 10. At non-load bearing full height partitions subject to compression caused by overhead structural deflection, cut studs 1/2 a. Joint Width Variation: Plus or minus 25/0 of the proposed joint width. LL em sconsramneroar � 1. Shaftwall system consist of framing, liner board, acoustic insulation, and gypsum board. Work installed under this p - inch short from full height. Do not rigidly connect stud to top runner. b. Taper: Plus or minus 25/o from one end to the other. Section shall consist of framing and liner panels, installed and ready to receive gypsum board, accessories, and finishes. 11. Stud Bridging: C. No portion of a the surface shall vary more than 1/16 inch above or below an adjacent the surface. the following:t f ll hconform o g: t ll ftsystem shall Shaftwall a. At interior partitions greater than 4 feet in length, and with rigid facing material on one stud flange only, provide 3/4" 2. d. Install the fields level to within tolerance specified for finished substrate. bridging channels in horizontal rows at a maximum of 5-0 on center for the full height of the partition. a. Structural: Framing shall provide a maximum finished wall deflection of 1/240 the span under a 5 psf load. 10. Screed Installation: -� b. Interior full height partitions (studs extending from the floor to the structure above) with rigid facing material stopping b. Fire Rating: 2 hour. a. Install screeds at tile field edges at the locations indicated. ,. 3'-0" or more below top of studs - Provide one row 3/4" bridging channel horizontally at termination of gypsum b. Accurately cut to length for flush tightly butted joints. Provide miter cut angle joints. Remove burrs at field cuts. board material, and one additional row for each 5'-0" of exposed studs. B. Submittals: C. Install in longest possible lengths, except that no screed section shall be longer than 12 feet or shorter than 4 feet in c. Install stud bridging channels in long lengths, wire tying and lapping the joints a minimum of 12." Attach bridging 1. Submit complete manufacturer's product literature and installation instructions for each of the materials used. length for continuous runs greater than 16 feet. LM Cn channel to each stud as shown in manufacturer's printed instructions. 2. Approvals: Submit certification of compliance with jurisdictional requirements for each type of assembly. d. Install screeds free from waves and variations in height, flush with top of adjacent tile surfaces. E. Ceiling and Soffit Framing: e. Set screeds directly in setting bed as the tile installation proceeds. Comply with screed manufacturer's instructions 1. Coordinate locations of hangers and supports with the work of other Sections. C. Shaftwall System: to achieve mortar tightly compacted between screed and tile edge. 2. Provide ceiling and soffit framing as indicated. Where not indicated provide, stud and runner framing, suspended 1. Manufacturer: USG Corporation, Gold Bond Building Products, or approved, subject to compliance with specification f. Grind screed joints as necessary to correct minor misalignment and to ease sharp outside corners. framing, or proprietary suspended framing. CD requirements. I. Grouting: T. 3. Proprietary Suspended Framing: Install in accordance with manufacturer's recommendations. 2. Shaftwall Studs: Steel C-H studs, width as indicated, 20 gage, minimum. 1. Comply with provisions of ANSI Al 08.10. 0114 4. Stud and Runner Framing: 3. Runner Track (Top and Bottom): USG Type J, or approved. 2. Mix grouts in accordance with manufacturer's instructions. " a. Secure runners to structure above with fasteners at a maximum of 24 inches on center. Size fasteners and use 4. Liner Panels: Fire resistant gypsum panels; one inch thick; beveled edge; 24 inch wide, lengths as required; tested as 3. Grout all joints, except expansion joints, in accordance with the manufacturer's recommendations. Float joints to a reinforcements as necessary to support the dead loads applied. part of a UL fire-rated assembly. slightly concave profile. b. Screw fasten framing at each flange joint. 5. Accessories: As recommended by the shaftwall system manufacturer. 4. Remove excess grout from tile surfaces in accordance with the grout and tile manufacturer's recommendations. Do not C. Space studs at 16 inches on center at horizontal locations. use excess amounts of water. d. Select members to meet the structural requirements specified. D. Shaftwall Installation: 5. Protect adjacent surfaces from damage caused by cleaning agents. Do not use cleaners which would damage tile or 5. Lightgage Suspended Framing: grout surfaces. acoustical, fire rating, and structural requirements specified; coordinate with work of Section 092200 a. Install in accordance with ASTM C754, unless indicated or specified otherwise. 1. Install shaftwall system in accordance with the manufacturers recommendations, and required to obtain the 6. Do not grout joints indicated to receive sealants, including inside right angle corner joints between floors and walls of b. Suspend ceiling from overhead structural elements only. Do not support from any electrical, HVAC, plumbing, or column bases. Grout joints perpendicular to expansion joints shall be finished flush with tile edges. 2. Where shaftwall framing is indicated to extend to structural slab or deck above, install to accommodate structural � UED/RSEa DATEsprinkler system components. 3. Included angle restriction minimizes reduction of capacity to accommodate slab deflection.movement. 7. Cured grout joints shall be made free of efflorescence, prior to sealing. � 11T1I� 1 C. Space carrying channels 4 feet on center with splices lapped 12 inches and tied. J. Curing: Cure installation in accordance with the grout manufacturer's recommendations. Protect tile and grout during curing d. Support cold rolled carrying channels with hanger wires spaced at 3 feet on center for lath and plaster ceilings and operations. R'�5ft31�11 06,11:15` 4. Bracing: Install diagonal angle bracing to structure or to other partitions as necessary to reinforce partitions against 4 feet on center for gypsum board ceilings. Loop hanger wire around support element and tightly wrap around K. Protection: REVISION 4&07.29-15 lateral movement. Maintain included angle between bracing and studs at 45 degrees, minimum. vertical wire 3 times; cut off neatly. 5. Tolerances: Install shaftwall system with 1/8 inch in 10 feet maximum variation from plane in each direction. 1. Protect tile installations from damage. e. Space furring channels 16" o.c. with splices lapped 12", minimum and tied; clip or saddle tie to runner channels with 2. Replace all damaged tiles. 16-gage tie wire. L. Cleaning: f. Where overhead obstructions prevent the regular spacing of hangers, provide secondary carrying members for 1. In accordance with Section 015000 and Section 017700. indirect support of the suspension system, or reinforce the nearest adjacent hangers and related framing A. Summary: 2. Coordinate final cleaning with work of Section 079200. Do not begin cleaning operations until tile expansion joints components as required to span the required distance. 1. Interior wall tile. 6. Stabilize suspended ceiling, soffit, and fascia framing against lateral movement by means of diagonal bracing. At 2. Tile backer board. 3. Prior to substantial completion, wash and thoroughly rinse all tile. Leave all tile surfaces clean. locations where partitions extend to ceiling, only, install supplementary bracing at maximum 8'-0" o.c. along length of 3. Screeds partition, and above each door hinge and strike jamb. 095123 ACOUSTICAL TILE CEILINGS 4. Sealer. REVISION 06.11.16 7. Form openings in ceilings and frame openings for recessed light fixtures, air diffusers, access doors, hatches, etc. B. Submittals: A. Submittals: n ...._._.�. .9 8. Install supplementary hanger wires for support of ceiling mounted equipment. 1. Samples: 1. Submit product literature for each acoustical ceiling tile and suspension system proosed. w ARCHREMPAL SPECFICATM SP-907 S B. Quality Assurance: 2. Paint Samples: 6. Where roller texture is scheduled for application to gypsum board surfaces, finish coats may be roller-applied, or spray 1. Codes: Comply with the requirements of the jurisdictional code authorities. a. Submit samples of each paint finish on an 8"x10" card. Reference manufacturer, type of paint, color, sheen, applied and backrolled at Contractor's option. C. Products: substrate, and application. 7. Factory Primed Surfaces: Apply scheduled finish system, less primer coat, except as necessary to for patching damage 1. Ceiling Tile: As scheduled on the Drawings. b. Furnish additional samples until all paint finishes are approved. to factory prime coating. s 2. Suspension System: Exposed T System: ASTM C635, heavy duty classification; direct hung; exposed "T" design; D. Quality Assurance: J. Exterior Systems: factory baked on finish to match acoustical panels. Furnish stabilizer bars, splices, edge and wall moldings, and other 1. Applicator: Company specializing in commercial painting and finishing with a minimum of three years documented 1. Galvanized Metal - Epoxy/Urethane S stem: O �E items as necessary to complete suspended ceiling grid system. experience. a. System: Retouch welds and damaged galvanized coatings with zinc primer; apply one coat epoxy primer, and two 2035159th CT NE D. Installation: 2. Visual Standards: Each distinct area of the finished work shall be free of variations in color and sheen, orange peel, urethane finish coats in accordance with the manufacturer's recommendations. Verify compatibility with shop Suite 2DO 1. Install after major above-ceiling work is complete. runs, sags, blistering, checking, cracking, scratches, dust, dirt, bugs, and other contaminants. applied primer. Apply epoxy primer over all shop applied primers, unless the specified primer was shop applied. Selime WA 98008 e 2. Installation in accordance with manufacturer's recommendations. E. Site Conditions: Brush, spray, or roller apply. 3. Install grid to produce finished ceiling true to lines and levels indicated, within the specified tolerances. Center system 1. Weather Conditions: b. Sheen: Satin, unless indicated otherwise. rfa.re= « on room axis according to reflected ceiling plans. a. Do no exterior work on unprotected surfaces when raining, or other moisture is present or expected, or before c. Application: Exterior galvanized metal surfaces. 4. Anchorage: applied paints can dry or attain proper cure. K. Interior Systems: a. Provide all anchors required for the installation of the ceiling system. b. Allow wetted surfaces to dry and attain temperatures and condition specified hereinafter before proceeding with 1. Gypsum Board - Latex System: b. Hang system independent of walls, columns, ducts, pipes and conduit, Where ducts or other equipment prevent previously started work. a. System: Three coats - first coat latex primer sealer (untinted), second and third coat latex paint. the regular spacing of hangers, provide secondary carrying members for indirect support of the suspensions 2. Temperature: b. Sheen: Roller texture, satin sheen, except provide flat sheen at light coves, ceilings, skylight areas, clerestory i% ,✓': a. D no painting work when surface and air temperatures are below 40 degrees F or below those temperatures areas interior fascias and other light sensitive surfaces. Verify locations system, or reinforce the nearest adjacent hangers and related carrying channels as required to span the required o p g p g p g y cat ons of each sheen with Architect before , distance. recommended by the manufacturer for the material type used. proceeding with work. C. Do not fasten to the upper flutes of metal decking. Do not use fasteners in steel deck which penetrate more than 1 b. Minimum temperatures for latex finishes: 45 degrees F for interior work and 50 degrees F. for exterior work, unless c. Application: inch. approved otherwise. 1) Use on all exposed gypsum board, plaster, and GFRG surfaces, including the exposed portions of wall 5. Install edge molding at intersection of ceiling and vertical surfaces, using longest practical lengths. Miter corners. 3. Lighting: Maintain a lighting level of minimum 50 foot-candles on the surfaces to be painted or finished. surfaces between adjacent fabric covered panels and mirrors. Provide edge moldings at junctions with other interruptions. Fabricate edge moldings to fit the surfaces encountered. 4. Ventilation: Provide adequate continuous ventilation. 2) Provide prime coat only behind permanently mounted mechanically anchored mirrors, fabric panels, and G RAPHIT E 6. Fit acoustic lay-in panels in place, free from damaged edges or other defects detrimental to appearance and function. F. Maintenance: similar elements. Graphite Design Fit border units neatly against abutting surfaces. Scribe and mill recessed tegular edge into partial border units 1. Furnish overage of paint materials equal to 10 percent minimum of quantity of each paint and transparent finish system 3) Do not apply primer or paint coatings to surfaces to receive adhesively mounted mirrors or tile. Gt`4tt0, LLC; Architects supported at edge by wall molding. component, color and sheen required for the work, but furnish not more than five full one gallon cans, nor less than two 2. Gypsum Board - Surfaces to Receive Wall covering: Apply one coat of acrylic wall size. 1 W9701 Avemie, Sute 700 7. Adjust sags or twists which develop in the ceiling system and replace parts which are damaged or defective. full one quart cans, of each type. Overruns in excess of five gallons may be furnished to the Tenant at the Contractor's 3. Gypsum Wall Board - Epoxy System: Seams,W "101' 8. Hold-Down Clips: Install hold-down clips within 20 feet of an exterior door. option. Overage shall be taken from the batch mix furnished for the work. Overage shall be furnished in completely a. System: Three coats - first coat manufacturer's recommended primer sealer, and second and third coats epoxy M224.M 9. Tolerances: filled, properly labeled, sealed cans. coating. ........�m a. Variation form Flat and Level Surface: 1/8 inch in 10 feet. G. Materials: b. Sheen: Gloss, unless indicated otherwise. b. Variation from Plumb of Grid Members Caused by Eccentric Loads: Two degrees maximum. 1. General Requirements: Paints not specifically listed shall be "first quality" commercial products from one of the following: c. Application: gypsum board wall surfaces as scheduled. a. Benjamin Moore Paint Company. 4. Wood - Stain & Varnish Transparent Finish System: 096500 RESILIENT FLOORING b. Pittsburgh Paints. (Available nationally) a. System: Four coats; first coat stain, second coat alkyd sanding sealer, and third and fourth coats alkyd varnish. A. Summary: C. Pratt & Lambert. (Available nationally) Sand with 220 grit sandpaper between coats. Filler need not be used for open grain woods. 1. Resilient base. d. The Sherwin-Williams Company. b. Sheen: Semi-gloss, unless indicated otherwise. B. Submittals: e. ICI Paints North America. c. Application: Woods scheduled for transparent finish as specified in 064000. 1. Submit product literature for each product proposed, including base, resilient flooring, transition strips, and adhesives. 2. Galvanized Ferrous Metal - Epoxy/Polyurethane System: One of the following 5. Wood - Opaque Finish Latex System: 2. Submittals: Submit samples of each type of resilient flooring, and each type of rubber base for color selection by the a. Manufacturer: Tnemec Company Inc. (Kansas City, MO; 816-483-3400). a. System: Three coats; first coat latex wood primer, and second and third coat latex enamel. Interior Designer. 1) Epoxy Primer: "Hi-Build Epoxoline II" Series N69. b. Sheen: Semi-gloss, unless indicated otherwise. C. Materials: 2) Polyurethane Finish Coats: Series 1075 "Endura-Shield II'; satin sheen. c. Application: Woods scheduled for opaque finish as specified in 064000. 1. Rubber Base: b. Manufacturer: Carboline Company (St. Louis, MO; 314-644-1000; 800-848-4645). L. Color Schedule: Provide paint colors to match those indicated on the drawings. Where a paint color is listed from a specific a. Manufacturer: One of the following, subject to Architect's approval of color: 1) Epoxy Primer: "Carboline 888 " manufacturer, paint products from other approved manufacturers may be used, provided the color exactly matches the 1) Roppe Rubber Corp. 2) Polyurethane Finish Coats: Carboline 133 HB; semi-gloss or satin sheen. specified color, and the paint system meets the specified requirements. Where no paint color is indicated, provide color and 2) Burke Flooring Products / Burke Industries. c. Manufacturer: Ameron Protective Coatings (Brea, CA; 714-529-1951). sheen as selected by the Architect. 3) Allstate Rubber Corp. 1) Epoxy Primer: "Amercoat 385." b. Resilient Base: ASTM F1861, Type TS, 100 percent vulcanized rubber; 1/8 inch thick; roll stock; coved and straight 2) Polyurethane Finish Coats: Amercoat 450SA"; semi-gloss or satin sheen. 099733 CONCRETE SEALER base as specified; 4 inch height, unless otherwise indicated on the Drawings. d. Manufacturer: ICI Devoe. A. Sealer: Euclid Chemical Company "Floor Seal VOX", high solids water-based acrylic sealer. � c. Accessories: 1) Epoxy Primer: "Devran 224HS," "Bar-Rust 231," or "Bar-Rust 233H." B. Preparation: 1) Primers and Adhesives: Types as recommended by resilient flooring and base manufacturers for specific 2) Polyurethane Finish Coats: "Devthane 378'; semi-gloss or satin sheen. 1. Clean surfaces to receive sealer, using manufacturer's recommended cleaning compounds, and in accordance with the +' application. 3. Acrylic Wall Size: One of the following: manufacturer's requirements. tto D. Rubber Base Installation: a. ICI Devoe "Wonderprime" DR51701 vapor barrier primer/sealer. 2. Mask or otherwise protect adjacent surfaces. tlN 1. Adhesively install resilient base tightly to wall and floor surfaces in accordance with the manufacturer's b. ICI Dulux "Ultra-Hide" 1060 vapor barrier primer/sealer. C. Application: WATa.Wk m recommendations. c. Sherwin-Williams "Harmony Primer 0 VOC" B11 W900 . 1. Apply concrete floor sealer to all interior concrete floor slabs scheduled. age Ct 2. Fit joints tight, vertical, and in accurate alignment. Install base in maximum lengths, with minimum number of joints in d. Benjamin Moore Paint Company "Moore's Wall-Grip 203." 2. Roller or spray apply sealer in accordance with the manufacturer's application instructions. Apply two coats. each run. No section may be shorter than 48 inches, except as required by wall conditions. e. Parker Paint Mfg. Co., Inc. "Perm Gard" Interior Latex Vapor Barrier. OF 0111V 3. Install base to walls, columns, and casework toe kicks in all areas where resilient base is scheduled. f. Zinsser Co, Inc. (Somerset NJ; (732) 469-8100) "Shieldz Universal Pre-Wall Covering Primer"; acrylic primer/sealer DIVISION 10 - SPECIALTIES 4. Miter or cope inside corners for accurate fit. Scribe and fit to door frames and other obstructions. 4. Interior Waterborne Epoxy Systems: One of the following. 5. Outside Corners: a. Manufacturer: Tnemec Company, Inc. 102813 TOILET ACCESSORIES a. Score back of base material with grooving tool and accurately align to corner. 1) Gypsum Board Primer: "Series "151 Elasto-Grip" A. Provide toilet accessories as Scheduled on the Drawings. b. Firmly adhere to wall at both sides of corner, with no visible gaps at top of base. 2) Metal Primer: "Series 115 Unibond WB" C. Stretch toe of coved base for smooth transition around corner, with toe in uniform contact with the finish flooring. 3) Finish Coat: "Series 113 Tnemec-Tufcoat". 104416 FIRE EXTINGUISHERS 6. Remove excess adhesive from surfaces without damage. b. Manufacturer: ICI Dulux A. Submittals: E. Cleaning 1) Gypsum Board Primer: "Ultra-Hide Aquacrylic Gripper Stain Killer Primer-Sealer 3210-1200." 1. Product data. 1. Remove excess adhesive from floor, base, and wall surfaces without damage. 2) Metal Primer: "Tru-Glaze-WB 4030 Waterborne Epoxy Primer" B. Extinguishers: 2. Clean base and floor in accordance with manufacturer's instructions. 3) Finish Coat: "Tru-glaze 4406 Waterborne Acrylic Epoxy Semi-Gloss." 1. Multi-Purpose D ryChemical Type (FE): Heavy Duty DOT Steel tank; UL rating 2A-10B:C, 5 Ib capacity, with pressure >= C. Manufacturer: Sherwin-Williams gage; red enamel finish; metal valves and siphon tubes. }- 097733 REINFORCED PLASTIC PANEL WALL COVERINGS 1) Gypsum Board Primer: "Preprite Classic Primer." 2. CO2 Type (FE-0O2): Aluminum tank; UL rating 5B:C, 5 Ib capacity, with pressure gage; red enamel finish; metal valves A. Summary: Fiberglass reinforced polyester panel (FRP) wall covering. 2) Metal Primer: "Procryl Primer' B. Submittals: Product data. and siphon tubes. ED 3) Finish Coat: "Epo-plex Multi-mil WB Epoxy". C. Panel System Components: H. Surface Preparation: C. Cabinets: 1. Panel Material: 1. Prepare surfaces by removing all dirt, dust, grease, oil, moisture, and other contaminants which will impair the proper 1. Cabinets shall be fully recessed or semi-recessed as wall depth allows. a. Marlite Brand Class I/A Fire Rated FRP b Marlite Dover, OH 330/343-6621 • color as scheduled in the Finish 2. Provide sizes as necessary to accommodate extinguishers. Y ( ) adhesion of the finish. 3. Trim: Formed Sheet Steel, minimum 20 gage; 1-1/4 to 1-3/4 inches wide face. _! Legend. 2. Ferrous Metal Shop Primed under other Sections: Clean previously primed surfaces with non-petroleum based solvent 4. Door: Formed Sheet Steel, minimum 20 gage; reinforced for flatness and rigidity; satin zinc or aluminum pull, roller b. Panel Type: Fiberglass reinforced polyester panels, with embossed textured face. to remove oil and grease. Remove loose rust, blistered and peeling paint to bare metal by scraping, sanding, and wire c. Thickness: 3/32 inch. brushingin accordance with SSPC-SP2 and SSPC-SP3. Immediate) apply touch u rime damaged or abraded catch, and continuous hinge; clear glass vision panel. Y PP Y P P 9 ; d. Size: 48 inches x length required for conditions indicated. surfaces. Lightly sand all shop prime painted surfaces to receive paint finish. 5. Cabinet Finishes: e. Fire Rating: Maximum 25/450 flames read / smoke developed in accordance with ASTM E84. a. Cabinet Trim and Door: Manufacturer's standard primed finish to receive paint coatings as specified in Section UJ P P 3. Galvanized Ferrous Metal: Clean with non-petroleum based in accordance with SSPC-SP1; abrade surface with 3M 2. Moldings: Manufacturer's standard PVC cap, corner, and division moldings; color to match panels. Omit bottom trim "Scotchbrite Heavy Duty" (brown) pad, as necessary to achieve sufficient profile for paint adhesion. 099000. where panel abuts flash coved base. b. Cabinet Interior: Manufacturers standard white epoxy or white baked enamel. UJ P 4. Unprimed Ferrous Metal: 3. Panel and Molding Installation Adhesive: As recommended by the FRP panel manufacturer. a. Solvent clean in accordance with SSPC SP-1. D. Accessories: tea» , 4. Sealant: Flexible waterproof silicone sealant for bedding panel edges; white color. b. Commercial blast per SSPC SP6. 1. Fire Extinguisher Brackets: Manufacturer's standard J-type. Provide at fire extinguisher locations where no cabinet is indicated. Zo D. Cutting and Fitting 5. Wood - Opaque paint finish: M 1. Cut panels accurate) to size with proper allowance for expansion and moldings. E. Installation: i P Y P P P 9 a. Spot coat knots, pitch streaks, and sappy sections with sealer. 1. Install cabinets plumb and level in wall openings in locations as indicated. Unless otherwise indicated, install 30 inches °"�"" 2. Sand or file all edges smooth without chipping. b. Fill all nail holes and cracks. Sand filler smooth and level with wood surface. C`V 3. Cut openings for penetrations in accurate location with approximate 1/8-inch clearance around penetrations. 6. Wood - Transparent Finish: Fill all exposed finish nail holes and cracks with matching color filler after prime coat is from finished floor to inside bottom of cabinet. E. Installation applied. Sand filler smooth and level with adjacent surfaces. 2. Secure rigidly in place in accordance with manufacturers instructions. 1. Establish centerline of each distinct flat area to be covered. Trim division moldings to mate with base moldings; install in 7. Gypsum Wall Board: Remove all light dust and dirt. 3. When recessed cabinets are installed in fire rated walls, maintain fire resistance rating continuously behind the cabinet. solid bed of adhesive, either on centerline, or offset 24 inches from center, as necessary to maximize panel widths at 8• Existing Finished Surfaces To Be Repainted: 4. Install in locations as indicated on the drawings. corners. Molding shall be installed straight and plumb. a. Remove loose, blistered, scaled, or crazed finishes to bare substrate; feather new work into existing work. Prepare 2. Cut top cap and division or corner moldings to shape, with edges trimmed to fit to adjacent moldings. surfaces to the nearest break line if necessary to blend new finishes with old finishes. 3. Apply sealant into installed moldings in sequence with panel installation. b. Wash and rinse surfaces with trisodium phosphate and water or other solution required to remove remaining film, 4. Apply adhesive to backs of panels in accordance with the manufacturer's recommendations. wax, oil, grease, smoke or foreign matter which will impair bond, or cause bleed through, of newly applied finishes. 5. Maintain lines and levels of panel edges and moldings. c. Lightly sand, or apply a liquid deglosser on existing semi-gloss and high-gloss finishes before refinishing. SSUI) DATE6. Install panels tight to flash-coved base trim. I. Special Application Requirements: 7. Allow 1/8-inch gap between top cap, corner, or division molding posts, and panel edge; all edges shall be firmly bedded 1. Unless specified or indicated otherwise, follow paint manufacturer's label directions for general application procedures PERMITISID (K211 5 to the moldings in sealant. and coverage rates. R. ON 1' 06A1.15 8. Promptly remove sealant squeeze out with a damp cloth, as work progresses; remove adhesive with appropriate solvent. 2. Do not apply finishes on surfaces that are not sufficiently dry. Make sure each coat of finish is dry and hard before a €EVISION 3 &07A.15s 9. Install sealant behind flanges and at penetrations through paneling, and between top cap of panel and substrate. following coat is applied unless the manufacturer's directions state otherwise. F. Cleaning 3. Tint filler to match stain when clear finishes are specified; work filler well into grain and, before it has set, working 1. Remove excess adhesive from face of laminate using solvent recommended by manufacturer. perpendicularly to the grain, wipe the excess from the surface. # 099000 PAINTING AND COATING 4. Opaque Finishes: A. Summary: Site applied paint coatings. a. Apply number of coats scheduled for each application, except that additional finish coats shall be applied as B. Reference Standards: necessary for complete hiding of substrate colors. 1. Master Painters Institute (MPI): Architectural Painting Specification Manual. b. Apply primer coats un-tinted. Where more than one coat of paint is required, tint each succeeding coat up to the 2. Steel Structures Painting Council (SSPC). final coat similar in tint, but slightly lighter in value (shade). C. Submittals: c. Sand lightly between coats if necessary to achieve required finish; sand between all coats applied to wood REVISION 1 06,11 1 substrates. .... ............ 1. Materials List: Organize to indicate painting systems to be used with each substrate. Include manufacturers product 5. Rollers for application and backrolling of latex paints shall have a nap of 3/8 inch or less. data as required to verify compliance with the specified requirements. Do not include MSDS sheets. ARCHMIMIRAL SPECFICATM SP-908