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Plans REVISIONS By A 04/01/2014 MJA A % 11■••■•••■••••■011 "....s..) It JIL f , ----.), . 4 RECEIVED Iiir."."....* I I I I % I I I I I I I I I I I I APR 2 2014 _ L. _ _ J, _ _ -14 I I I I I I I I I I I I I I I • I I I I I I I I I I I I CITY OF TIGARD :-. , 1 I I I I I I I I BUILDING DIVISION- — —I — — — II 1 I 1 L 1 1 J l L I 1 c I I I I I I I I I I I — I I lb% I I I I I I I - r I i % i I I I I I I I I I I I I % I I I I I I I I I I I . Ii I I I I I I I I — -%,_ — -f — — t I— I I -1 1- I— I I — I i A I I I I I I I I I I I % I I I I I I I I I I I I, i -.�- - _1 ,, I I I I � REMOV E(E) Ids drink I;,,-- I ! 1 ♦ I I DEMd(E)CEILING I I I Ice drinI�-dNpenserl+. - t. 1 -{- g3jp 8NQ PArilJLL I I I _ dispenser,1 •. I Iii i `. I • I I I I I I I I I '� `. •. 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Q 1 ........„.. 7 . : Z: _i "1 I , , IMINOINOMMONOMJ 1 I I 4g'LD A�C',�„ I I I I (E)REMAINS V (E)REMAINS OS MARK J. rA� - 7-7 W,�'I' ►` "1" _ J _ r'•• WATER Fl - (,t n II r- T COF rE BREWERS , - TEA/COF EE BREWERS 1"1�'-, I 1 - - - -- .... . - - -- I.. 1.. � Jot ' • FOR , OR . IV . f I i . , . 1D I. ` ,� 6zaz 4# £LLj ;: : : ; . .. REV. 1 -04/01/2014 of I , ( 1 f „ , ' ' I ., , City 01 Tigal d I I I I . .. ' ' ' " ' REVISE BACK OF HOUSE TO Li .!, i . .. . . . .. RETAIN EXISTING BATHROOMS I.--+ AND WALK-IN FREEZER. A • e o ed Plans I II! ' i Byes.t. Date A N _. � c 'C� ARC. ---C EXISTING ELE.TRIO V PANEL 4e' REVISION T OFFICE COPY EVIS ON Date 03/02/14 N I0, 2-, Scale 1/4'■1 try N � 2. DEMOLITION CEILING PLAN 1 . DEMOLITION FLOOR PLAN Drawn MJA i SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" DEMO. FLOOR PLANS NOTE: ALL DASHED WALLS TO BE DEMOLISHED. NOTE: ALL DASHED WALLS TO BE DEMOLISHED. Sheet W A 1 .1 CO E .2014 ANNEN ARCHITECTURE LLC Of Sheets r _ r REVISIONS BY TOWEL 3. WALL TYPES I, A 04/o1/2014 MJA DISPENSER n MIRROR Z. EQUIPMENT SCHEDULE . GROUND AND SEALED CONCRETE / k%X%% ' NEW WALL CONSTRUCTION- �� I '1 b FLOORS THROUGHOUT SPACE, TYP. El RECEIVED /� SOAP 3 5/8 MTL STDS, MIN, 25 GA. © 18" O.C. (VERIFY HT. WITH PLAN.) DISPENSER 0 w W TP 1 ^ I W/1!2'GWB EA. SIDE, GREENED. a z ` 1l ADA LW. ALL DAMP LOCATIONS, TYP, a z 1 ) T I N o w �1-6',I APR 2 2014�� I r 7+II��/�� NEW WALL CONSTRUCTION- a j g� I ( 1 ( 1 ( l ( l 1�3 5/B MTL STDS. MIN, 26 GA. (� 16 O.C. w w o DESCRIPTION e 4 0 `J J \J �.J I ? PARTIAL 518"TWINWALL POLYCARB CLAD § I CITY OFTIGARU ri r r° a 34" HT. COUNTER ih ? PROVIDE NYL AND MIRROR 0/GWB, \\\ ` SEATING W/LOW STOOLS i I BOOTH 1 BUILDING DIVISION INSULATED Iq (, 0 Q 1 REFR. MERCHANDISER UNIT �� COVER?HOT N 1 N WATER& N EXISTING BUILDING WALLS-TO REMAIN 0 1 CASEWORK-36"HT. SALES COUNTER �J DISPLAY CD DRAIN LINES. Q 1 PASTA COOKER I SHELF • r - • 2.6"MIN.CLR. 1 I I X KNEE CLR.MIN. I, FLR.SPACE 0 LOT HOT HOLD WELLS TOE CLR.MIN. HT. Il 0 0 1 48"REFR.PREP TABLE 1 • • •AD-Ag 1 Q 1 CASEWORK-38"HT.SALES COUNTER I 3,_g„ r _ _ _ _ • I a C.L. 3'-3"TO 3'-5" Q LOT POS SYSTEM I • •• BOOTH 2 BOTT. OF(E) STEEL WEB JOIST I` / I ! L co `lip 3'48" 1'-0" ,- „ Q LOT TO-GO& RECYCLE CASEWORK ._ I I / \ I L,_ _ _ 6, 11-0„ 2.0., FASTEN RUNNER TO STRUCT. 2 0 O.C. 1 ////// I I •= O LOT SODA DISP'R W/ICE BIN _ I !4 ` 1/2" DEFLECTION SPACE(DO NOT FASTEN a 0 i U.C. REFRIGERATOR I I R \ _ _ STUDS OR G.W.B. TO RUNNER) 0 1 RICE COOKER ORDER _SALES , X _ _ _ _ _ _ _ _ t TOGO c � - M 0 LOT TYPE 2 H000 + 1 — ADA COUNTER AT WASTE 0 0 , ti �_ -. 3 5/8" METAL STUDS W/5/8" 0 0 LOT S/S BACK-BACK TABLE W/OVERSHELF I I o 0 MII,E I 36"A.F.F. I ADA amp I a & RECYC. �A IIII z z TYPE X'G.W.B. EA. SIDE - 1 I APPROACH I APPROACH 17 I` f MP (GREEN BRD.ALL DAMP LOCATIONS) 0 0 2 HAND SINK WI SOAP&TOWEL DSP'RS. - „ 0 0 1 UPRIGHT GLASS DR. REFRIDGERATOR • I ting.m1, i BOTTOM TRACK TO FINISH FLOOR ® O LOT DUMP SINK&FAUCET m o2 03 O O m 3, 0„ oe WITH POWDER DRIVEN ANCHORS ©4'-0" O.C. Q 1 CASEWORK-BEVERAGE AREA POS I POS PAINTED BASE BD. OR 6"VINYL,VER. 0 1 38"BROILER .- I 5. ADA W.C. INFORMATION , EXISTING CONCRETE SLAB 0 '0 1 FRYER 2'-4" , F 3'-0" )1( 2'-6" 5'-0" 4'-0" 5'-0" I 7 !? i SCALE'.3/8"re 1'-0" 0 0 1 WOK BURNER ro • O 4 SERVING DBL I 1 HI A. 0 0 i 8 BURNER GAS RANGE I FLOOR OF SEALED CONCRETE WI 8"VINYL BASE CONING (N)F.D. H. BEV, , , CHRB °r I THE DIA.&GRIPPING SURFACES OF GRAB BARS SHALL BE 1 1/2". 0 0 2 STOCKPOT BURNER SINK r °, CNT'R to 43' HT. THE SPACE BETWEEN THE WALL&THE GRAB BAR SHALL BE 1 1/2"' THE STRUCT.STRENGTH OF GRAB BARS, FASTENERS AND MOUNTING 4, PARTITION WALL SECT. © Q LOT 13'TYPE 1 HOOD AND MAKEUP AIR 1 1 t 12 ` I O 0 ® iN)SF!NK , COUNTER 'm m (DEN DEVICES SHALL MEET THE REOUIRMENTS OF L.A.B.C.3105(B)3 0(III), 0 0 , POT-FILLER FAUCET ON WALL 1W WHERE EXISTING CONDITIONS DO NOT ALLOW FULL LENGTHS OF GRAB BARS SCALE: 1" = 1'-0" ` r USE AS LONG AS POSSIBLE. 0 0 1 2 DR. RERIGERATOR \A/ �� 3,_0„ \ I►:�r1 0 0 LOT EXISTING WALK•IN RELOCATED `�, KITCHEN �� ' \ REFR.- BOOTH 3 I CLR. \ SODA " a Q LOT EXISTING HAND SINK TO REMAIN (N)FLR. 15 % 1a DSP'R REV. 1 -04/01/2014 SINK r -I S. �� 3-8 REVISE BACK OF HOUSE TO RETAIN EXISTING BATHROOMS 0 0 1 U.C. DISH WASHER 0 €? TYPE 1 HOOD yz I , Ellin s A AND WALK-IN FREEZER. NEW EXIT DOOR TO BE ADDED. 0 0 1 EXISTING 3 COMB SINK To REMAIN I I F - - - '(N) F.D. in -I V 0 0 LOT EXISTING HAND SINK TO REMAIN - � V DOOR SCHEDULE - ALL DOORS ARE EXISTING 0 0 i EXISTING MOP SINK& FAUCET REMAIN / I 0 ■ 0 i EXISTING HOT WATER HEATER ABOVE 11 1s tG © f 21 I / BOOTH 4 w # DOOR SIZE W x H TYPE/HARDWARE REMARKS 23 ! I II■I I ® (E)3'-0 x 7'-0" EXISTING A-STOREFRONT ALUM, FACT.FIN. W/CLOS'R, KEYED LOCK&DOOR STOP SEE NOTE"BELOW ® 0 1 WATER FILTERS I 0 (E)3'-0 x 7'-0" B-SOLID CORE WD, DR., CLOSURE, DR, STOP, OCC. LATCH & KICK PLTS. ® 0 1 ICE MAKER&BIN ; r F I C y E3 (E)3'-0 x 7'-0" 13-SOLID CORE WD. DR., CLOSURE, DR, STOP. OCC. LATCH& KICK PLTS. 0 0 LOT EXISTING WALK-IN FREEZER RELOCATE I v ( E4 ) (E)3'-0 x 7'-0" C-SOLID CORE WD. DR., DR. STOP& LEVER HNDL. O 1 EMPLOYEE LOCKERS - % REFR, 0 d i ■I SEATING ¢Z¢ cw CET), (E)3'-0 x T-0" E-EXISTING PAINTED HOLLOW METAL WI CLOS'R FIRE RATED DOOR g 0 1 EXISTING CO2 CANISTER RELOCATE OFFICE \ 0 % 3 I I r = o� CST) (N)3'-0 x 6-10" NEW CUSTOM WOOD/TEMP'D GLASS.WI CLOS'R, KEYED LOCK&DOOR STOP SEE NOTE*BELOW 0 0 LOT CASEWORK-SHELVES&COUNTERS 3� \ % I BOOTH 5 Q Z N2 (N)3'-0 x 7'-0" D-ELIASON FULL ACTION W/14"X 16" CLR. ACRYLIC WINDOW 0 Q LOT METRO SHELVING 37 \ • 0 N3 (N)3'-0 x 7'-0" 0-ELIASON FULL ACTION W/14"X 16" CLR,ACRYLIC WINDOW 0 0 i UNDERSLAB GREASE INTERCEPTOR" 0 I■I W N4 (N)3'-0 x 7'-0" C-SOLID CORE WD. DR., DR, STOP S Lt VER HNDL. 0 LOT (4)S/S TABLES W/OVERSHELVES F:y, / I L REV. 1 -04/01/2014 0 (N)3'-0 x 7'-0" E-PAINTED HOLLOW METAL W/CLOS'R. -MATCH (E) IN BLDG. FIRE RATED DOOR 0 0 LOT EXISTING CUL,SINK&FAUCET RELOC. e REVISE BACK OF HOUSE TO " V (E) ( N4 ) I W �Q NOTE• PROVIDE A SIGN TO BE POSTED ON THE EGRESS SIDE OF THE DOOR STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN Q LOT SLICER 0/S/S STAND RETAIN WALK-IN EXISTING IN FREEZER.BATHROOMS P on Z L Q AND WALK-IN FREEZER. rl / < cc BUILDING IS OCCUPIED"IN LETTERS 1"HIGH ON A CONTRASTING BACKGROUND. 1 3 COMP.S/S SINK WI DRAINS ' 42 / Q ce ALL DOORS IN EGRESS PATH TO BE OPERABLE IN DIRECTION TO EXIT. 0 I o/ <t /� I 0 0 ADA ACCESSIBLE HARDWARE ALWAYS OPERABLE FROM INSIDE, LOCKING FROM OUTSIDE WHEN BUSINESS CLOSED 0 UC D / \ Q I BOOTH 6 0 s+" Ems. P (N)3'-0 x 6-8" D-ELIASON FULL ACTION W/14"X 16" CLR.ACRYLIC WINDOW 0 I LL (- PROVIDE SIGN ON INSIDE DOOR HEAD THAT READS: 0 (N)FLR. 3'•0' ( N3) Z d "THIS DOOR SHALL REMAIN UNLOCKED DURING SINK I �_ L6I BUSINESS HOURS." G .yl, I 2 �-- ��. EASY SWING © \ / �R 43 E2 I BUSS > > \ we FOOD PREP \ / , • ' �� I C.:;: SIGN \ \ Es I I / \ 0" I m kih PREP TBLS I J C9 ^ HARDWARE ® W/O. SHLVS. /°�. I UNISi I , I CO Q BATHROOMS 771E> ® 40O (N)FLR. \ / ' ADA C I I"' _ BLACK STAIN ® IN® SINK /O\ �� ? M C iq _ BIRCH VENEER W 129 r.- I. AI - _ ZZS Ct / `� , SEMI GLOSS SEMI GLOSS " SEE PLUMBING DRAWINGS FOR DETAILS (N) F.D. (N) F.D. ,_ ��� 1 ` O 0 OCCUPIED'LATCH PAINTED ALUMINUM PAINTED 0 O' ��� s7 FINISH ' _ _ _ _ m 10"x34"BRU3HD3/S Q W C / I ran STEEL PLATE IN&OUT / / / HWH , l y . + Cr, ( E4 ) v MOP ` s ®® SINK V PE , A I B C D E SANIT. (N)WOOD DOOR AND LINER FRAME R P -E FR EZER N _ '` wITH CONT. 1 1/4"VERTICAL DOOR PULL „ ” RAP ' RREEZNR i . 6. DOORS &KICK PLATE BOTH BRUSHED S/S. >2;e", 3-0 )2. 2 ( I 33 CE ' REMAINS �' Age 1'2' 1,-6" �• 4„ X as I & MARK J. r1-th HARDWARE GENERAL NOTES X`, RUN ALL NON-W.C. DRNS, ! ', CI 1, ALLOWABLE CLOSURE PRESSURE SHALL BE 5 FOUNDS FOR INT, DOORS AND 8.5 POUNDS FOR EXT. DOORS. INTO(N)50 GAL. GREASE I ' . pp� f . 2. DOOR HARDWARE TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER LOCATEED AT 37"ABOVE FINISH FLOOR. C L INTERCEPTOR IN FLR. ' �? 6202 3. DOOR HANDLES, PUSH/PULLS, ETC. SHALL BE CENTERED AT 30" MIN. TO 44" MAX.ABOVE FINISH FLOOR. DEM WALL SG CONT. PIA i O HINGE•S/S y li ' ' T 9 G� WOOD DOOR W/1"INSUL TEMP'D (E)WALK-IN Y ® OF OR t" 1/2" GLASS INSET& 1 114"BRUSH 5/5 PULL �) 1 ' I COOLER " "' - - 8;' to • MOVED ■ 10-z _ fI SUPERCUTS (jl, 1 I I 2s ;y: STOREFRONT BAMBUZA STOREFRONT SUSHI STOREFRONT I�IE 4314' j _ — ../ • - DOOR CLOSURE&PUSH BAR 1/ " I $§ "� �'st / . ,ARC ( .. ,1".[L / / AREA OF FACE OF DEMISING WALL EXISTING ELECTRICAL PANEL ��Ie 3F-k-tt--)' .. �� PROPOSED WILL BE EXPENSIVE TO MOVE :r€ /O STOREFRONT 8. ENLARGED PLAN DOOR _ STOREFRONT (.2—c V3\---- ' / / // // \ / / SCALE: 1" = 1' O" 3 . r r J � I-_ _ _ _� t4 ALUMINUM STOREFRONT SYSTEM // �� I MATCH EXISTING I Date 03/02/14 1 r / \ - / / / 1 e : .d § N „-. _ ` ./�i Scale 1/a” ,-0" WOOD DOOR HEADER 1 . PROPOSED FLOOR PLAN r. I �- (E)DOOR REMAINS • j'-8'r. �• 1 �� WITH BLACK PNT'D REVEAL �Lq� (N)WOOD DOOR W/CONT: 1 1/4"VERT. AGAINST ALUM. STOREFRONT Drawn MJA p HG DOOR PULL& KICK PLATE BOTH BRUSHED 5/5. 111 SCALE: 114" = 1'-0" N PROVIDE 1"TEMPERED INSUL.GLASS. WOOD DOOR W/1"INSULATED CUSTOM DOOR LEAF TO BE SAME DIMENSIONS TEMPERED GLASS-FIN.TO BE DET. NOTES' FLOOR PLAN C AS EXISTING TYPICAL ALUMINUM TYPE. 7. PROPOSED STOREFRONT ELEVATION PLUMBING, MECHANICAL, SPRINKLERS, LOW VOLTAGE WIRING AND ELECTRICAL ARE BIDDER DESIGNED. 9. SECT. a DOOR HEADER S/S WALL FLASHING ON PREP AREA WALLS UP TO BOTT, OF HOOD, FLAT FIN FRP ALL ELSE IN PREP AREAS. Sheet G EMERGENCY EGRESS LIGHTING PATH TO HAVE AN AVERAGE OF ONE FOOTCANDLE ON FLOOR SURFACE. , N SCALE: 1/4" = 1'-0" SCALE: 1" = 1'-0" FLUORESCENT LIGHTING EITHER ON BATTERY BACK-UP OR WIRED TO BUILDINGS EMERGENCY POWER, PATH TO BE 44"WIDE TYPICAL. ©2014 ANNEN ARCHITECTURE LLC Of Sheets IX REVISIONS BY A 04/01/2014/2014 MJA © METALT-BAR SUSPENSION SYSTEM 2. LIGHTING SCHEDULE . SYMBOL FIXTURE DESCRIPTION WATTS/BLB SOURCE QUANTY. ,v ---� - J -� 4 RECEIVED ,li; ACOUSTIC SEALING PANELS- NEW PENDANT LIGHT NEW CEILING BOX 25 WATTS TO BE DETERMINED (13) A A :A "�-�.,,` , WIPEABLE IN KITCHEN PREP AREAS OA DIMMABLE LED LAMPS LED BULB I a APR 2 2014 • • B NEW LARGE PENDANT LIGHT NEW CEILING BOX (3)13.5 W TO BE DETERMINED (2) - OPEN CEILING ; O ; (N)SPIRAL DUCT , A CITYOFTIGARD ', a PAI P2 FLAT• . DIMMABLE LED LAMPS LED BULB ; BUILDING DIVISION 1 04 0 0 410 s,', 'J'METAL DRYWALL REINFORCING _ DIMMABLE BLACK TRACK 8HROWDLE88 FIXTURE 25 WATTS TO BE DETERMINED LOT {; ALL ON AMP LIMITING CIRCUITS LED BULB ; ; �{ ;; FASTEN METAL RUNNER TO EACH WALL SCONCE NEW WALL BOX 25 WATTS TO BE DETERMINED (2) ; A ��i I INTERSECTING T-BAR WITH TWO 8HT. I tie s A METAL SCREWS � DIMMABLE LED LAMPS LED BULB ; '� B ;.'""qiiillR "t 5/8"GYP. BD. ON 31/2" (2)48"T8 FLUOR. RECESS ELECTRONIC BALLAST 32 WATTS TO BE DETERMINED (7) ; A ��' METAL STUDS 16"O.C. EMERG. LT. $3 EMERGEMCY EGRESS LIGHTS RB232 MV 4'NARROW BASKET WRAPAROUND LITHONIA LIGHTING. (4) • ; ; 4. WALL TO SUSP'D. CL'G. DTL. EMERG. LT. ; ; $2 ; I , HARD LID SOFFIT PAINTED GWB AT 10-0 A.F.F. a EXIT LIGHT WITH AND WITHOUT EMERGENCY LIGHTS CHLORIDE-RED LETTERS (6) , a ;• SCALE: 3", 1'4" �PI411l - a % I 1 RB232 MV 4'NARROW BASKET WRAPAROUND LITHONIA LIGHTING (2) Cr=6=11. )12=93==t(-....\81=e=1' \11===8==93 , $1 • I m ' a POS .:.._ P08 1 I DAYLIGHTING CONTROLS TO BE PROVIDED WITH INDIVIDUAL CONTROLS THAT CONTROL LIGHTS INDEPENDANT OF GENERAL AREA LIGHTING. a i LIGHTING REDUCTION CONTROLS(DIMMED) FOR ALL AREAS WITH ONE LOCAL SHUT OFF. — MENU BOARDS . EGRESS LIGHTING PROVIDED ON BATTERY BACK UP WITH ADDITIONAL OCCUPANT ON/OFF CONTROL. ' I OCCUPANCY SENSOR WITH MANUAL ON CONTROL,30 MIN, TURN OFF, HOLIDAY SCHEDULING AND MANUAL OVERRIDE. •• 1 I DIM ALL $�" a I TANDEM WIRING TO BE PROVIDED WHERE FLUOR, LUMS. EQUIPPED WITH ONE. THREE OR ANY ODD-NUMBERED LAMP CONFIGURATIONS I . EITHER RECESS-MOUNTED WITHIN 10'CTR-TO-CTR OF EACH OTHER OR PENDANT OR SURFACE OUNTED WITHIN 1 FOOT EDGE TO EDGE OF - EACH OTHER. 8 I J . 41110 OPEN CEILING (N)SPIRAL DUCT ;, $7 PAINT ALL P2 FLAT 'i ` IN Pr ■ CLR. �;e; : : A A NO CHANGE TO LIGHTING LOAD THIS REVISION, STILL COMPLIES WITH ENERGY BUDGET B a DI LL; \ a 1.♦.....tN.•B isAINss'isA, a TYPE 1 HOOD • 0 ; a i 010 a• W • W i I 1 XXXXX ti a UI u OPEN CEILING Q I (N)SPIRAL DUCT N- OFFICE ' I \ 11 PAINT ALL P2 FLAT Z Fir N c _...i� � % ' A . — 0 r® (p I 0 'il I 1 • z Cow 2 0 1Ip 0 W �^ 1 REV. 1 -04101/2014 I�� PdII1 i � REVISE BACK OF HOUSE TO ►� . 0 0 O 4'-0" 4'-0" AND WALK-IN FREEZER. NEW ��■•��,� klaiii a 1�1 z Z Q • ( 1 RETAIN EXISTING BATHROOMS ; < Ce EXIT DOOR TO BE ADDED. Rill ; �- 8'-0"MAX. LATERAL BRACE AT 12'-0"O.C. • Illic%.....-‘,1,........N.•,..- • IX 11.1 0 �! Cam., z r F COMPLY WITH TABLE 25-A OF THE OREGON STRUCTURAL SPECIALTY CODE, 1998. W.,_ g I GWB CL'G.- -, a m J AT 8-0 A.F.F. •••• D J mai o/ p� 2_ 3. SEISMIC SUSP. CLG. SECTION 0 , '� " 00 ( • •• • cc NO SCALE i \ •I z 2 t j , <�.��.. ,�I�■r Z 1, MAIN RUNNERS OF AND'INTERMEDIATE DUTY'SUSPENSION SYSTEM 4'-0"O.C. SUPPORTED WITH NO 12 WIRES Gi 4'-O"O.C. (OR NO. 10 WIRES 0 5'-0"O.C.)HANGER ATTACHMENT SHALL SUPPORT 5X CEILING LOAD, 50#MIN, ' l�te�� p. . 0, 2. CROSS RUNNERS SUPPORTED BY MAIN RUNNERS OR OTHER CROSS RUNNERS. r•'-•'ii L ■1111- a EMI 3. PROVIDE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER. FOOD PREP • 4. HANGER SYSTEM TO BEGIN WITHIN 8"OF PERIMETER. - NO CEILING iii $0'D`SRC' 5. LATERAL BRACING SYSTEM TO BEGIN WITHIN 6'OF PERIMETER AND WITHIN 2"OF CROSS RUNNER INTERSECTION. (4) IIIIII DROP CEILING GRID 10'-0"AFF TILES OVER a CO 12 GA WIRES SECURED TO MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER IN PLAN AND AT AN ANGLE NOT WITH CLEANABLE VINYL WALK-IN COOLER ' ' C94 MARK J. �,� TILES IN KITCHEN GWB CL O.-P1 EXCEEDING 45 DEGREESFROM CEILING PLANE. BRACE AT 12'O.C. EACH WAY. ` 1 &FRZ'R, li GM CL'G.-P1 AT 8'-0_'A.F.F. pQ�, 1� ! Ii AT 8'-0"A.F.F. a • POR D, OR. • G. 6. VERTICAL COMPRESSION STRUT AT EACH LATERAL BRACE LOCATION. STRUT TO BE 3/4" a SQ. HD. TUBING WITH SPRING CLIPS AT EACH END AS MANUFACTURED BY ROBLIN PRODUCT ; 6202 SYSTEMS OR SIM. CONNECTION DEVICES TO BE OF APPROVED TYPE AND HAVE 100% • COMPATIBILITY. ✓. ; � ,4 . OF OR$G NO CEILING • __.r : .... ....: . . . . ■ 7. AT HANGERS MORE THAN 1:6 OUT OF PLUMB. PROVIDE COUNTERSLOPE HANGERS. TILES OVER ■ WALK-IN COOLER ii _—w� ' 8. EACH ANCHOR TO STRUCTURE TO HAVE 100#MIN.WITHDRAWAL STRENGTH. &FRZ'R. ;; - . im. 10. LIGHT FIXTURE SUPPORT: 1 .IF I 'r : Nr A. WITH'INTERMEDIATE DUTY'SUSPENSION SYSTEMS, 12 GA HANGERS SHALL BE ATTACHED TO THE GRID I ��.1I \111111 .4m MEMBERS MEMBERS WITHIN 3'OF EACH CORNER OF EACH FIXTURE,TANDEM FIXTURES MAY USE COMMON WIRES. B. LIGHT FIXTURES WEIGHING LESS THAN 56 POUNDS REQUIRE TWO 12 GA. SLACK WIRES FROM THE FIXTURE I ME �_ HOUSING TO THE STRUCTURE ANOVE. il A N C. LIGHT FIXTURES IN EXCESS OF 58 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. V C D. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION SYSTEM WITH TEE EXISTING ELECTRICAL PANEL BAR LIGHT CLIPS OR SIMILAR DEVICES. WILL BE EXPENSIVE TO MOVE 11. ANY INTERIOR PARTITION WALL WHICH EXTENDS TO THE CEILING GRID, THAT DOES E)DOOR REMAINSs NOT ALIGN WITH THE 4-WAY BRACING OF THE CEILING GRID, MUST HAVE IT'S OWN LATERAL BRACING SYSTEM. (N)OPENING FOR(N)DOOR SEE STRUCT. DETAILS. N Date 03/02/14 1 . REFLECTED CEILING PLAN Scale 1/4"•1'.0" r SCALE: 1/4" = 1'-O" Drawn MJA • 1 '- NOTES: REFLECTED CL'G PLAN PLUMBING, MECHANICAL, SPRINKLERS, LOW VOLTAGE WRING AND ELECTRICAL ARE BIDDER DESIGNED. , S/S WALL FLASHING ON PREP AREA WALLS UP TO BOTT.OF HOOD, FRP ALL ELSE IN PREP AREAS. Sheet EMERGENCY EGRESS KGRESS LIGHTING PATH TO HAVE AN AVERAGE OF ONE FOOTCANDLE ON FLOOR SURFACE. 0 FLUORESCENT LIGHTING EITHER ON BATTERY BACK-UP OR WIRED TO BUILDINGS EMERGENCY POWER. PATH TO BE 44"WOE TYPICAL, 0 2014 ANNEN ARCHITECTURE LLC Of Sheets rg REVISIONS BY ABBREVIATIONS A MJA & And DTL. Detail GA, Gauge N. North S.D. Soap Dispenser L Angle DIA. Diameter GALV. Galvanized N.I,C. Not In Contract SECT. Section 'E. Centerline DISP. Dispenser G.B. Grab Bar NO. Number SH. Shelf DIRECTORY PROJECT INFORMATION 0 Diameter or Round DN. Down GL. Glass NOM. Nominal SHWR. Shower DRAWING # Pound or Number D.O. Door Opening GND. Ground N.T.S. Not To Scale SHT. Sheet , , , (E) Existing DR. Door GR. Grade SIM. Similar DWR. Drawer GYP. Gypsum O.A. Overall S.N.D. Sanitary Napkin Dispenser PROPERTY LOCATION: SCOPE OF WORK PROPOSED: A1.0 COVER SHEET/ SITE PLAN AC. Acoustical DS. Downspout OBS. Obscure S.N.R. Sanitary Napkin Receptacle WASHINGTON CIRCLE RESTAURANT TENANT IMPROVEMENT IN GROUND FLOOR LEVEL SPACE PREVIOUSLY USED AS A A.D. Area Drain D.S.P. Dry Standpipe H.B. Hose Bibb O.C. On Center SPEC. Specifiation RETAIL CENTER ADI Annen Design Ind.w DWG. Drawing H.C. Hollow Core O. D. Outside Diameter(Dim.) SQ. Square 9009 SW HALL BLVD.#145 A1.1 DEMOLITION PLANS ADJ. Adjustable HDWD. Hardwood O.F.C.i. Owner furnish Contractor install ST.STL. Stainless Steel TIGARD, OREGON 97223 BUILDING LOCATION:WASHINGTON CIRCLE RETAIL CENTER, 9009 SW HALL BLVD.#145, TIGARD, OREGON A.F.F. Above Finish Floor E. East HDWE. Hardware OFF. Office S.SK_ Service Sink OWNER: A1.� FLOOR/EQUIPMENT PLAN AGGR.. Aggregate EA. Each H.M. Hallow Metal OPNG. Opening STA. Station AL. Aluminum E.J. Expansion Joint HORIZ. Horizontal OPP. Opposite STD. Standard THE CAFARO NORTHWEST BUILDING CODES: OREGON STRUCTURAL SPECIALTY CODE, 2010 EDITION(2009 IBC WITH OREGON AMENDMENTS) APPROX. Approximate EL. Elevation HR. Hour STL. Steel PARTNERSHIP A1.3 REFLECTED CEILING PLAN ARCH. Architectural ELEC. Electrical HGT Height PROS Pre-cast STOR. Storage 2445 BELMONT AVE. ACCESSIBILITY CODE:ADA AND FAIR HOUSING ACT ASB. Asbestos ELEV. Elevator PL. Plate STRUCT.S Structural YOUNGSTOWN, OH 44504-0186 ASPH, Asphalt EMER. Emergency I.D. Inside Diameter(Dim.) P.LAM. Pastic Laminate USP, Suspended JURISDICTION:CITY OF TIGARD, 13125 SW HALL BLVD., TIGARD OR 97223 ENCL. Enclosure INSUL. Insulation PLAS, Plaster SYM. Symetrical TENANT: TOTAL BUILDING SQUARE FOOTAGE 226,536 SQ. FT. BD. Board E.P, Electrical Panelboard INT, Interior PLYV`J Plywood BAMBUZA TIGARD, LLC CTI'Y OF'I'IGARD BITUM. Bituminous EQ. Equal PR. Pair T. Tread 9009 SW HALL BLVD. STE. 145 TOTAL SQUARE FOOTAGE OF PROJECT: 1,957 SQ. FT. BLDG. Building EQUIP. Equipment JAN. Janitor PT. Point T.B. Towel Bar TIGARD, OR 97223 REVIEWED FOR CODE COMPLIANCE BLK. Block E.W.C. Electric Water Cooler JT, Joint P.T.D. Paper Towel Dispenser T.O.O. Top of Curb CONTACT: DANIEL NGUYEN CONSTRUCTION TYPE: UNKNOWN BM. Beam EXIST. Existing P.T.D/R Combination Paper towel T.O.S. Top of Slab daniel@bambuza.com I * ' *1►,,�' 'Provve& I .� � s� . ►�rsr. p-7 ,-ii- Bottom EXPO. Exposed KIT. Kitchen Dispencer& Receptacle T.O.W. Top of Wall ZONING:C-G COMMERCIAL GENERAL OTC: ( J EXP. Expansion PTN, Partition TEL. Telephone ARCHITECT: <,,�''' ,``im ire /� CAB. Cabinet EXT. Exterior LAB. Laboratory P.T.R. Paper Towel Receptacle TER. Terrazzo ANNEN ARCHITECTURE LLC OCCUPANCY GROUP:A-2 RESTAURANT "' w i� ,,/•`� uII� Permit#: 9pzot - C.B, Catch Basin LAM. Laminate T.&G. Tongue and Groove 3778 SE 10TH AVE. SEATING AREA 840 SF/15=56 OCCS. f I �'% ,'` Address: r/� CEM. Cement F.A. Fire Alarm LAV. Lavatory Q.T. Quarry Tile THK. Thick PORTLAND, OR 97202 KITCHEN AND STORAGE 947 SF/200=5 OCCS. /' ©� � �� CER. Ceramic F.B. Flat Bar LKR. Locker T.P. Top of Pavement (503)239-4834 UNOCCUPIED W.C.S 170 SF `'l,._•`• �rf` T Suite#: f' C.I. Cast Iron F.D. Floor Drain LT. Light R. Riser T.P.D. Toilet Paper Dispenser CONTACT: MARK ANNEN TOTAL OCCUPANCY: 61 OCCUPANTS .' - 111111 By , Date:Z !(�' C.G. Corner Guard FDN. Foundation RAD. Radius T.V. Television mark @annendeslgn.com CLG. Ceiling F.E. Fire Extinguisher MAX. Maximum R.D. Roof Drain TYP. Typical 2 EXITS REQUIRED AND 2 PROVIDED CLKG. Caulking F.E.C. Fire Extinguisher Cab. M.C. Medicine Cabinet REC. Reccomendations CONTRACTOR: 1 CLO. Closet F.H.C. Fire Hose Cabinet MECH. Mechanical REF. Reference UNF. Unfinished VARA DESIGN BUILD BATHROOM CALCULATIONS PER TABLE 29-A: C.O. Cased Opening FIN. Finish MEMB. Membrane REFR. Refrigerator U.O.N. Unless Otherwise Noted CCB#195442 KITCHEN 947/400=2.4 OCCS. - - - -_ -,� • COL. Column FLR. Floor MET. Metal RGTR. Register UR. Urinal 709-2442 _ _ r . OFFICE COPY (503)70., 2442 SEATING 840/30=30 OCCS. � _ � I� �� CONC. Concrete FLASH. Flashing MFR. Manufacturer REINF. Reinforced CONTACT: JOB SCOTT TOTAL 32.4 OCCUPANTS, 17 MEN AND 17 WOMEN I . 'a`' CONN. Connection FLUOR. Fluorescent MH. Manhole REQD. Required VERT. Vertical job @varabuild.com � CONSTR.. Construction F.O.C. Face of Concrete MIN. Minimum RESiL. Resilient VEST. Vestibule TWO ACCESSIBLE W.C.S AND LAVE. REQUIRED AND MORE PROVIDED. ; / CONT. Continuous F.O.F. Face of Finish MIR. Mirror RM. Room rose r ;�1al CORR. Corridor F.Q.S. Face of Studs MISC. Miscellaneous RWD. Redwood W. West ALL ELECTRICAL, PLUMBING AND MECHANICAL TO BE BIDDER DESIGNED AND SUBMITTED BY SUBCONTRACTORS. I �, ,r �� CTSK. Countersunk FPRF. Fireproof M.O. Masonry Opening R.W.L. Rain Water Leader Wi With I �,' CNTR. Counter F.S. Full Size MiD. Mounted W.C. Water Closet ALL REQUIIRED MEP DRAWINGS MUST BE SUBMITTED TO LANDLORD AND APPROVED BEFORE ANY TENANT MUST BE I CTR. Center FT. Foot or Feet MUL. Mullion S. South WD. Wood DESIGNED BY LICENSED MEP ENGINEERS, LICENSED IN THE STATE OF OREGON. FIRE SUPPRESSION SHOP DRAWINGS i►,ii�FTG. Footing S.C. Solid Core W,O Without AND DESIGN FOR THE REVISION TO THE TENANT'S LEASED AREA MUST ALSO BE SUBMITTED TO LANDLORD.PROVIDE DBL. Double FURR Furring S.C.D. Seat Cover Dispenser WP. Waterproof STRUCTURAL DESIGN&DETAILS FOR ALL STRUCTURAL MODIFICATIONS AND ADDITIONS FOR ROOF MOUNTED HVAC A DEPT. Department FUT. Future SCHED. Schedule WSCT. Wainscot UNITS. ® •111111-- < ' , ' D.F. Drinking Fountain WT. Weight .. I um » Wr, 462 SEATING AREA -. L KITCHEN AREA OCCUPANCY DIAGRAM Ff W.C.S-UNOCCUPIED z GENERAL OTES TYPICAL SYMBOLS 1 1. All work and materials shall be in full conformance with the latest 10. The Contractor shall provide backing and/or blocking for all wall 0 rules and regulations of the Uniform Building Code(U.B.C.), Title 24, and partition mounted items, shelving, special lighting, artifacts, table 0 _ Grid Line 1- A.D.A. and any other local codes, laws, ordinances and statutes brackets, equipment, etc.. The Contractor shall verify all necessary z (� applicable to the work. Nothing in the drawings is to be construed as locations prior to installation of finish materials. Any cutting and 1 requiring or permitting work contrary to these rules, regulations and codes. patching necessary for installation after finish material is in place, shall CV be the responsibility of the Contractor. o) 2. All dimensions on 'floor plans' are to face of finish unless noted ° Door Number Q otherwise. The drawings indicate location, dimensions, reference and 11, All open joints, penetrations and other openings in the building o Z typical details of construction,. The drawings do not illustrate every envelope shall be sealed, caulked, gasket or weather-stripped to limit air GO 2 0 condition. sAnnen Architecture shall not be responsible for the means and leakage. W Ct al methods of construction. � :K iV 12. Annen Architecture shall review Shop Drawings and Samples \„\ ''''< ' v �,;; n 3. Do not scale the drawings. Figured dimensions take precedence for conformance with design intent. Review of an it,..�does not ""." ** Rya ^? a...t; .. 3'� :: Detailed drawings larger scale drawings constitute acceptance of an assembly in which the item is to be used. �� ° > ,., '`.,; < '" Z Doers scaled measurements. Deta g n g g p Y ROOM NAME `► Q Z w Room Name/ Number '� .t'_ „ �� � � .: take precedence over smaller scale drawings. h P g �' . 000 `6� i+ !''►- �.. �� ��.. � r��:,.:.<; \`.°°:k,:. � \ \� Shop Drawings and Samples shall be submitted in a timely manner so _ \ { , � . ' **,� <P 9 P r,;. a pry ,, '':' . Ei I construction. Annen Architecture shall have ten (10) y.. . ; ., •4. Should ex€stin field conditions reveal or expose conditions as not to delay ( ) A ��'s ...s ,..��, ,. �a.:�: ,, >,a �> ,.';-�..,..,, .:,. � existing P Y x \ I nh �:. •mod::::....,� ., r to se shown in the drawing,the Contractor shall working days from the time of receipt of any submittal to return it to the �.;,,> c ,..:, _...• \ � `�. which are contrary ho g, g Y P Y r»- c \ `�\~'� ;**. Q notiftd Annen Design Industries for directions prior to proceeding with work. Contractor. Any delays the construction as a result of items not being ;; /c _" LL y g P P 9 Y Y ,:.��.�.� _ ,. �c ..;.: .:t,u .;: \ �. \ �l] �'��: : . >. � ... \ ;:?`•,n :'�':» %'ivy:::.: "°:�:':,, w.: `:xa'�� 3Adj 3za�?°-' s is as accurate as possible but is not submitted properly, or in timely manner shall be the responsibility of the ,;,,.� ,., „ TARGET ....t.',:... � � Ail information shown on the drawings ra p Y D c �� ' fy <. . ..,.... '` �a .. I— ut-j AC 0 PYLON SIGN C 0 guaranteed. The Contractor shall verify proportions, distances and Contractor. Interior Elevation _ ~ c '" °°.. \ �� `� tea . \ .... ?;' Z d b these improvements. No allowance «\ i000c s.so \ r conditions of the areas affected y p ,_..- , c V �\ \ \ z: < F� , '� .,`. W `�`a. ,,, »uent€all and be accom anied with c iN,, r,.,.,, c \�!; » n:,will be made in his behalf foi any extra expense resulting from failure or All submittals shall be numbered seq y p Ic �� r �**n ions under which the work is to be erformed. a written transmittal indicatin the followin . Item name, location i;ii i ""'""neglect€n determ€ ing condit used; r�€anufacturer and model No.; color or finish; and any other ; � / / / \ I-: > .'{ \ : ' Annen Architecture to make a full evaluation Plumbing, Etc.)shall be secured information necessary for Ann ., /c , : :<;;<,:::. � .. 5. All required permits(Building, g, E ) ry and paid for by the Contractor. The Contractor shall be responsible for of the item. oo ... c c '--„_ .� , :�:. �' m•P Y scheduling all required inspections by the Building Department The ao.O Building Section / / .... .. '..,.< °.\. .a.. J I J Contractor shat! be responsible for obtaining all applicable Business Submit a minimum of three 3►copies or samples for review. Submittals i / c ., �, .',:.:v :;:,.>.? ' fry' \ ...:"< P 9 PP ( P i :,,,,, .: > 'I<;:.;c,:.. _33 n of this project. with fewer than three copies or samples shall be returned without being ... c , ► \ ;:;,; ... Licenses necessary for construction p J P P g c, --- reviewed. _""-- ju,; !` w •: -:.. 1:.< 4; :,�f',ub ,: \ .;,Wtl� hw::`:y,' 67:'�k.. \,y„: �' ! 6. It shall be the responsibility of the Contractor to locate and °71a5 'so'aa' k `�` ' I be responsible for and shall replace or protect all existing utilities; whether shown on the Drawings or not, during 13. The Contractor shat b p p oG / ..,,,‘,:,,t,,,,. s3 , ; g m �° Q which } !Nall Section ,a _ _ �Y Z .; ; �:.€ •::k' CO construction. The Contractor shall incur all expenses, repairs, or remedy any faulty, inferior, or defective materials or workmanship Ao.o replacement of utilities and/or other property damaged by operations in become apparent far a period of one year from the'Date of Substantial 15.25' - � W 63 45.00' \ ) �.m conjunction with the execution of the work. Completion'. \ � Q system shall have air supplied to The cutting and patching of any existing elements necessary to complete 14. Each room provided with exhaust y pp �, . �� l _ �irH�r ,d the work shall be included in the Contractor's price, At locations requiring the room equal to the amount of air to be exhausted. Makeup an 00 ° ••4 ;J c _ �� , s d` ,ill cutting and patching, all finishing shall be done either to match existing or diffusers shall be located to prevent a short-circuiting of air to the AO.G rn 65 i - ' �' r as specified in the'finish schedule'. exhaust system. Windows and doors shall not be used for the purpose \, _/ Detail _ �' : x e� � ''.'. L:- � oat of providing makeup air. The exhaust and makeup air systems shall be sdno• ® -- J//, : +: °� "r SITE S.IXOdB r } m I — _ C3-.. .— . r. / 9009 5W HALL BLVD.#145 7. Building materials shall not be stored in front of any exits or connected by an electrical interlocking switch. ,,;; i I at the jobsite are the Contractors ' n i `.: ' a:; TIGARD OREGON 97223 ' z egress paths. Materials stored J n I — J`� ` � " L� Revision I •. responsibility. No coin compensation shall be made for damaged or stolen 15. Provide fire extinguishers as per Fire Marshal. m .k,, f/,/ m ' =x ; l�,�AIM< J. r`';� P n I :E k ! k \ a s NA materials. Any damaged materials shall be promptly removed from the -a' 1 Y 9 P P Y o £F s;: "k \ a t «a« r a ,.t; ;4'- `:I , t o e \ r' sprinkler system. If an revisions are .:...,<.•; ,,. <:. fir jobsite at the Contractor's expense, Do not use any damaged materials 16. Maintain 100/o coverage of span y y . � � � ' �' uk::: , z, ; ; �;t;��i...>>:�y ,� ,• �� - � , N2 t 2?'35"YY t f for the work on this project. made to the existing system it must be permitted and submitted to the \ I `:xk .; ,k r , :,. POW 1"nt:tI:?; E3IZ City of Portland for approval 1 Equipment t� \ --- --- 1 24.00- -_- ' ; '�' g, A The Contractor shall be responsible for maintaining the jabsite in a neat m � , �� � �,; � �� y�;,, ;�k and safe condition. All debris shall be removed at the end of each work 17. Provide visual and audio alarms in each W.C. arid every 50'of wall r °w I BS �- —, e o ?� ti\ 3,4 "6 01?"-(' day. Any materials or debris which is considered hazardous shall not be in the Dining area ba left unattended at the jobsite. At the completion of construction the (� Wall Type c w 181•e3' _� ` J P Yp Contractor shall thoroughly clean all work of dust, debris, paint splatter �� r°0 1'' le' and protective coverings. . • '� ' '' :4 M D f Y 8, The Contractor shall provide bracing, shoring or other temporary "' (") , ° � ' P g. g P ry 0 Datum y <. <�'` Mw�"9• , , measures required to insure job safety and to prevent damage to the • AN.N..EN structure during work. Any damage incurred due to leak of same shall be xc, "s y Zk s i£ ; 24.67 �� responsibility of the Contractor. [y� =,BB 502°32'25"W' a U'F �y a as a the resp y co 70.45' 4.h8' �, n an •ooc.00 n DES( RI ES 41 9. It shall be the Contractor's responsibility to provide the following: +/ SFr Spot Elevation min. I I I j �i n;iui��r �' � ("Ir All power,water, heating and cooling, and other utilities required for € f 1 i I I f RESi construction; a working toilet for use of all construction workers,the CtEI:•dT3L Owner, and the Owner's representative; a telephone and FAX machine RESTAIIRA on two separate lines for use by the Contractor,the Owner, and the N SITE: I�JT Owner's representative; a copy machine; and any other equipment 9009 SW HALL BLVD.#145 N deemed necessary for the construction to be completed in a safe and, TIGARD,OREGON 97223 COMERC[ timely manner. 2. PARKING PLAN 1 . SITE PLAN IITERIR NOT TO SCALE NOT TO SCALE .::::::::::::::3$6031394483*.:, Date 03/02/14 Scale VARIES Drawn MJA CITY OF TIGARD Approved by Planning SITE INFO Date: 3 - r '7-/y Sheet Initial : ,L • A 1 . ©2014 ANNEN ARCHITECTURE Of Sheets REVISIONS BY `\~ .. ^ `` MJA . ' I . I I I I I I I I I Q I I r , Il I I I I I I I I I I I I I L - _ 4 - - -t■ I I I I I I I I I I I I ! I I I I I I I I I I I I I I ! 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WALL TYPES 2• EQUIPMENT SCHEDULE GROUND AND SEALED CONCRETE DISPENSER FLOORS THROUGHOUT SPACE,TYP. CM \ MIRROR Nx.x1I►t'�� NEW WALL CONSTRUCTION- w w 3 5/8 MTL SIDS. MIN, 25 GA. @ 16"O.C. J w �. � � r. SOAP (VERIFY HT. WITH PLAN.) a I TP I TP o co DISPENSER ALL 112"DAMP LOCATIONS,C SIDE,GREENED. I-Q. e? I I <1.-6"]- ■ ADA LAV. ALL DAMP LOCATIONS,TYP. I � El z i- Dd v 4.-0" i I o . '�� /M' NEW WALL CONSTRUCTION- w o p a DESCRIPTION 'I 34"HT. COUNTER I in I �/ 3 5/8 MTL SIDS. MIN, 25 GA. @ 16' O.C. 1 BOOTH 1 _ . PARTIAL 518"TWINWALL POLYCARB CLAD 0 1 REFR. MERCHANDISER UNIT �� I SEATING w!LOW STOOLS I r 4 L w.. z PROVIDE NYL AND MIRROR 01 GWB, @ Q 1 CASEWORK-36"HT.SALES COUNTER i DISPLAY V1 f 1 INSULATED ^ N N WATER&�HOT EXISTING BUILDING WALLS-TO REMAIN 0 1 PASTA COOKER SHELF • . i - - I I I X '�'v \ DRAIN LINES. 0- Q LOT HOT HOLD WELLS 1 -.- 2'-6"MIN.CLR. KNEE CLR.MIN. FLR.SPACE '@ 0 1 48"REFR.PREP TABLE i • _ - - - Q 1 :::::: UNER I 3'_g' , r TOE CLR.MIN.HT. � I �C.L ' 1 BOOTH 2 3'-3"TO V-5" ' I i I ADA ' Q LOT TO GO&RECYCLE CASEWORK 01 I I L _ - - - J L O LOT SODA DISP'R W/ICE BIN di I I f13•_6" 1'-0" 6" 1'-0" 2'-0" ^rte CO , . X X ) CO Q 1 U.C. REFRIGERATOR ; I L J L _ _ X r _ _ BOTT. OF(E) STEEL WEB JOIST @ Q 1 RICE COOKER : I ORDER SALES N , C-6------------------------3 - FASTEN RUNNER TO STRUCT. @ 2'-0"O.C. C3 LOT TYPE 2 HOOD ..+ I r , ADA COUNTER AT r i ca WASTE ;n I I ADA S I 36"A.F.F. I ADA SIDE I -v &RECYC. 7A 0 LOT S/S BACK-BACK TABLE W/OVERSHELF ADA SIDF I ACH APPROACH 1/2"DEFLECTION SPACE(DO NOT FASTEN ec I I I I ' Or I ° O - STUDS OR G.W.B.TO RUNNER) @ 0 2 HAND SINK W/SOAP&TOWEL DSP'RS. L I _ _ L I .-Vim M i ig / i --•r--• co "? i. 0 1 UPRIGHT GLASS DR.REFRIDGERATOR � --- --- � M r i-- "9^ J- @ O LOT DUMP SINK&FAUCET Ot 07 0 03 Q 0 Ofi : 07 ' 1 ; °0 1'-0° -\T 1'-6" _ 3 5/8"METAL STUDS W/5/8" 0 0 1 CASEWORK-BEVERAGE AREA I POS) - K 3-0" fros I i �, (N)FLR. os ' —TYPE'X'G.W.B. EA. SIDE SINK (GREEN BRD. ALL DAMP LOCATIONS) ® 0 1 36"BROILER Cc T 1 )( I ® 2' 4" 3'-0" 2'6" 5' 1T 4'-d" 5'-0" I SODA ►/ Io6 �•• Q 1 FRYER \ '. o DSI 5. ADA W.C. INFORMATION BOTTOM TRACK TO FINISH FLOOR @ 0 1 WOK BURNER M I v SCALE:3/8"=1'-0" WITH POWDER DRIVEN ANCHORS ' 4'-0"O.C. BEV. `r HR / Q 1 6 BURNER GAS RANGE (N�D SERVING DBL I I I I cn PAINTED BASE BD. OR 6"VINYL, VER. SINK 43"HT. �C /r7 0 0 2 STOCKPOT BURNER r-. CNT'R I _ �/s--ji EXISTING CONCRETE SLAB 1�� i6 SERVER'S FLOOR OF SEALED CONCRETE W/6"VINYL BASE COVING 0 LOT 13'TYPE 1 HOOD AND MAKEUP AIR to 11 I 12 COUNTER (N) FLR. a! NA FLR. THE DIA.&GRIPPING SURFACES OF GRAB BARS SHALL BE 1 1/2". sy 0 1 POT-FILLER FAUCET ON WALL SINK ''� 1 'SINK ` \ r THE SPACE BETWEEN THE WALL&THE GRAB BAR SHALL BE 1 1/2 THE STRUCT.STRENGTH OF GRAB BARS,FASTENERS AND MOUNTING 0 1 2 DR.RERIGERATOR w r - ►i•� �". ►'�i 3'-0" S REFR. � BOOTH 3 E2 r�y --- DEVICES SHALL MEET THE REOUIRMENTS OF L.A.B.C.3105(B)3 C(iii). @ 0 LOT EXISTING WALK-IN RELOCATED HOOD i KITCHEN �_ CLR. -- --- US WHERE LONG AS CONDITIONS DO NOT ALLOW FULL LENGTHS OF GRAB BARS 4. PARTITION WALL SECT. n 14 ° 3.-8" L USE AS LONG AS POSSIBLE. LOT EXISTING HAND SINK TO REMAIN _ ` ,M ` roiriffil SCALE. 1"=1.-0" ® Q 1 U.C.DISH WASHER (} Q TYPE 1 HOOD 0 mow ' 0 0 1 EXISTING 3 COMP.SINK TO REMAIN 11-. - - - -(N) F.D. m --I 0 0 LOT EXISTING HAND SINK TO REMAIN et " I iii"/ 0 1 EXISTING MOP SINK&FAUCET REMAIN 17 18 19 20 I , III c@ 0 1 EXISTING HOT WATER HEATER ABOVE ® 21 I 0 I BOOTH 4 ∎ W DOOR SCHEDULE -ALL DOORS ARE EXISTING 0 1 WATER FILTERS z3 I I ; I I. # DOOR SIZE W x H TYPE J HARDWARE REMARKS @ O 1 ICE MAKER&BIN w ol`hnowwk`w°000"`�``-' ook.,"06 0 I 1 el 0 LOT EXISTING WALK-IN FREEZER RELOCATE 3' 0" len (E)3'-0 x T-0" EXISTING A-STOREFRONT ALUM. FACT.FIN.W/CLOS'R, KEYED LOCK&DOOR STOP SEE NOTE*BELOW - 1:-: C Ni ) (N)3'-0 x 7'-0" NEW CUSTOM VNOOD/IEMP'D GLASS.W/CLOS'R, KEYED LOCK&DOOR STOP SEE NOTE*BELOW @ 0 1 EMPLOYEE LOCKERS - Z F. EN (N)3.-0 x 6'-8" D-ELIASON FULL ACTION W/14"X 16"CLR. ACRYLIC WINDOW 0 1 EXISTING CO2 CANISTER RELOCATE DBL. DR. � z . SEATING ce g REFR. "`+►�`''�.►► z am (N)3'-0 x 6'-8" D- FULL ACTION WI 14"X 16"CLR. ACRYLIC WINDOW 0 LOT CASEWORK-SHELVES&COUNTERS = WALK-IN za $ ¢ D 0) ( ) D ELIASON F COOLER Z ezio (N)3'-0 x 7'-0" C-SOLID CORE WD. DR., DR. STOP&LEVER HNDL. 0 0 LOT METRO SHELVING 25 \a�1I cWn i BOOTH 5 Z ® (N)3'-0 x 7'-0" B-SOLID CORE WD. DR., CLOSURE, DR. STOP. OCC. LATCH& KICK PLTS. _ Q 1 UNDERSLAB GREASE INTERCEPTOR** /°\I In W iii C N6 ) (N)3'-0 x 7'-0" B-SOLID CORE WD. DR., CLOSURE, DR. STOP. OCC. LATCH& KICK PLTS. '� 0 LOT (4)WS TABLES W/OVERSHELVES N / - 0 Q (N)3'-0 x 7'-0" E- PAINTED HOLLOW METAL W/CLOS'R. -MATCH (E) IN BLDG. FIRE RATED DOOR e 0 LOT EXISTING CUL.SINK&FAUCET RELOC. FOOD PREP / \ - Pi co W O ill NOTE* PROVIDE A SIGN TO BE POSTED ON THE EGRESS SIDE OF THE DOOR STATING, 'THIS DOOR TO REMAIN UNLOCKED WHEN G 0 LOT SLICER 0/S/S STAND (N) FLR. I /o\ 0 Z c BUILDING IS OCCUPIED" IN LETTERS 1"HIGH ON A CONTRASTING BACKGROUND. . O 1 3 COMP.S/S SINK W/SIDE DRAINS r i �; ■ 1 Q Q ALL DOORS IN EGRESS PATH TO BE OPERABLE IN DIRECTION TO EXIT. ® z7 ►/ I r r DY L. .s • I O (,� ADA ACCESSIBLE HARDWARE ALWAYS OPERABLE FROM INSIDE,LOCKING FROM OUTSIDE WHEN BUSINESS CLOSED ��__i__�,,; I BOOTH 6 0 o� (N)FLR. a2 f L /� I— > 1.0 PROVIDE SIGN ON INSIDE DOOR HEAD THAT READS: �/ �, SINK ; ; z r■"THIS DOOR SHALL REMAIN UNLOCKED DURING G \o"' / i \ /r4 Ill W BUSINESS HOURS." ELIASON @ ,/.'" ' I / N • 0 ,_ W d .� �� EASY SWING \o/ i BU 9,STN. .� \ S GN \ @ / \ �W/O. SHLVS.` ai ,�i.'~��t�� I ' n � m \ r ,_. ze O O SELF CLOSING ® (E) F.D. (N) F.D. , - I Cf.. L_� HARDWARE @ „/„.....-- ' , \ M �- BATHROOMS c . f BLACK STAIN VIEW \ I In : I Z Ili L i io BIRCH VENEER WDW. @ NC) , , ' ' Q G in , SEMI GLOSS / SEMI GLOSS **SEE PLUMBING DRAWINGS FOR DETAILS __� �� w 't' 'OCCUPIED'LATCH / PAINTED ALUMINUM PAINTED FINISH HWH - METRO S /, ' ` .\ 0) 10"x 34"BRUSH'D S/S MOP '~ i -K • r 4'-0” a �-� STEEL PLATE IN&OUT / �0 RUN ALL NON-W.C. DRNS. �. ' o UNISEX 1 Q �: SINK • A g B C D E INTO (N)50 GAL. GREASE (N)GREAS. 4, ADA WC r LAZ' SANIT. INTERCEPTOR IN FLR. TRAP 3s j Li %J 1` `O ; c1v (N)WOOD DOOR AND LINER FRAME __ _�__L _ _�� WITH CONT.1 1/4"VERTICAL DOOR PULL &KICK PLATE BOTH BRUSHED S/S. 7 2" 3-0' 2" "C CE 111 6. DOORS ( > : 33 O 36 ETRO ' ' _ . ) Ake: EMP. LOCK RS ' 1'-2" \l/ 1'-6" v 4" 0 14 i �' Ii.1:I. . J.CM HARDWARE GENERAL NOTES T \ ��` �` � � �� - .. - .__ "(--; 1. ALLOWABLE CLOSURE PRESSURE SHALL BE 5 POUNDS FOR INT. DOORS AND 8.5 POUNDS FOR EXT. DOORS. S ( N4 ) i \�r��r+�� �. .�.r�•r�►� �1i 2. DOOR HARDWARE TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER LOCATEED AT 37"ABOVE FINISH FLOOR. `, , `* rFfla �1NI3' � I' C.L. CONT. PIANO HINGE-S/S 44M OFFICE ' ( ,, • 3. DOOR HANDLES, PUSH/PULLS, ETC. SHALL BE CENTERED AT 30"MIN.TO 44"MAX. ABOVE FINISH FLOOR. DEMIS'G �i iM ( N6 a 6`W(I< WALL WOOD DOOR W/1"INSUL.TEMP'D FRAEEZER , „�; \ . � 4 '' /2" GLASS INSET&1 114"BRUSH S/S PULL 112" , , iN 1 34 ; 37 i 37 -- -'--,- - -J r_ ,_ :: r fl �e�, " 1I ' o UNISEX s ct' _ f SUPERCUTS I IL__ i_,/ ,. rer 36 i STOREFRONT BAMBUZA STOREFRONT SUSHI STOREFRONT , --' IM 1 ELEC. Nt \\ < X X Lip] 3/4" r CO i PNL ke. r cC n M■■. % I U S ,--- - k"E►` -- - - '— DOOR CLOSURE&PUSH BAR 1I ' n / /\NNENJ t s I I 11 � ARCH' :{� g, LLC III III AREA OF FACE OF DEMISING WALL EXISTING ELECTRICAL PANEL PROPOSED II r WI LL BE IXPENSI VE T O MOV E fNFIL OPENING TH I L WALL OPE WI MATCHING ,f REVISION SION TO �r DOOR 8. ENLARGED PLAN D R � : STOREFRONT � s:" P C. CONCRETE PANEL AND ANCHORED 'n'' ,;;;;;;;;; ; I I TO(E)WALL ON INT. SIDE OF WALL WJ ALL '�' I < ': l 1 / SCALE: 1" = 1'-0" > KK" "<..':.': ::>:.'''' / ,., / / JOINTS PROPERLY SEALED; OR JUST RANT T (N) OPENING FOR(N) DOOR C9 WELD tE) HM DOOR O FRAME WITH S ,,,,.. ;1 1 r.;;,<:.>`::: LOCKING HARDWARE REMOVED AND EE STRUCT. DETAILS. 2 s'-10 / 4 31 " I 7 5 1/2" 4'-01/4 ■ ii it\ C5 . .)r HOLE IN DOOR CLOSED. i J OR CL ALUMINUM MATCH EXJ STOREFRONT SYSTEM p U -' //I- -- _ .-_ 'n MATCH EXISTING mimia:::::::::::::::::::::::::::::::=M::::::::::mm:::::::::::::::::::::::::::::::::::m Date 03/02/14 111 l� �� /___ �� ll li /1i ll r. N _/ �J--� - rM� Scale 1!4"-1'-0" .f, WOOD DOOR HEADER 1 . PROPOSED FLOOR PLAN NS 1.-6" - (N)WOOD DOOR W/CONT. 1 1/4" WITH BLACK PNTD REVEAL (E)DOOR REMAINS ^LAZ'G ( ) OOD /4 VERT. AGAINST ALUM.STOREFRONT Drawn MJA y DOOR PULL&KICK PLATE BOTH BRUSHED S/S. SCALE: 1/4" = 1'-0" PROVIDE 1"TEMPERED INSUL.GLASS. WOOD DOOR W/1"INSULATED CUSTOM DOOR LEAF TO BE SAME DIMENSIONS TEMPERED GLASS-FIN.TO BE DET. SEE NOTES ON DRAWING A1.0 FLOOR PLAN AS EXISTING TYPICAL ALUMINUM TYPE. S/S WALL FLASHING ON PREP AREA WALLS UP TO BOTT. OF HOOD, FLAT FIN FRP ALL ELSE IN PREP AREAS. 7. PROPOSED STOREFRONT ELEVATION 9. SECT. @ DOOR HEADER EMERGENCY EGRESS LIGHTING PATH TO HAVE AN AVERAGE OF ONE FOOTCANDLE ON FLOOR SURFACE. Sheet FLUORESCENT LIGHTING EITHER ON BATTERY BACK-UP OR WIRED TO BUILDINGS EMERGENCY POWER. .� SCALE: 1/4" = 1'-0" SCALE: 1" = 1'-0" PATH TO BE 44"WIDE TYPICAL. 0 2014 ANNEN ARCHITECTURE LLC Of Sheets REVISIONS BY MJA �. EGRESS PATH EGRESS PATH A METAL T-BAR SUSPENSION SYSTEM 2, LIGHTING SCHEDULE ' t,1� / 11.--* �ii .• .... . - r ;t SYMBOL FIXTURE DESCRIPTION WATTSIBLB SOURCE QUANTY. " , IWO i ACOUSTIC SEALING PANELS- NEW PENDANT LIGHT NEW CEILING BOX 25 WATTS TO BE DE ERMINED (13) • r A A A -"-:--- _ ' WPEABLE IN KITCHEN PREP AREAS A 0 S LED BULB . IJ DIMMABLE LED LAMPS OPEN CEILING • 1% I ' (N)SPIRAL DUCT ' r NEVVLARGE PENDANT LIGHT NEWCBUNG BOX (3) 13.5'tly TO BE DETERMINED (2) : I i P� NT ALL P2 FLAT • / 7"A 4.�'B j ` : t DIMMABLE LED LAMPS LED BULB ' _ t • ;� f Iflf111111fflfllllflJ DI11f1tI 111I1I1lllfllfll 111(111€fI1111f1I1(IlliE(IIIII!ilfil DIMMABLE BLACK TRACK SHROWDLESS FIXTURE 25 WATTS TO BE DETERMINED LOT e ti � !/. r J` METAL DRYWALL REINFORCING ��, ALL ON AMP LIMITING CIRCUITS LED BULB ; • � \` : e f _ • ll' FASTEN METAL RUNNER TO EACH WALL SCONCE NEW WALL BOX 25 WATTS TO BE DETERMINED (2) E ' • NTERSECTING T BAR WITH T�hdd SHT. ► B t\• METAL SCREWS DIMMABLE LED LAMPS LED BULB • i• 3,y4M _ } • �, (2) 48"T8 FLUOR. RECESS ELECTRONIC BALLAST 32 WATTS TO BE DE! ERMINED (8) ! 1 ' �✓ 5/8"G'YP. BD. ON •3 1(2` .r 3` • A• METAL STUDS 16"O.C. EIIIERG. LT. ��� g• I I EMERGEMCY EGRESS LIGHTS RB232 MV 4` NARROW BASKET WRAPAROUND LITHONIA LIGHTING (4) , 5. WALL T SUSP'D. CL' . DTL. EMERG. LT. $2 1 ; X afk sa.r rr ratr sss ae■ aesfe rsss.r ratrsr raeai rsrat* rsr rs rrrraselO*rar e . EXIT LIGHT WITH AND WITHOUT EMERGENCY LIGHTS CHLORIDE- RED LETTERS (5) . SCALE: 3"= 1'-0" EXIT ' ' s� 4 r"1 \ 1 $ r . .. .. .... 8 a. 8 t3 8 8 8 8 13 8 8 : z • a1 ATTACH^'-0"TO HARD * FIT rAI�EJ € T 1 0 A T C H SHAJ1= .. s F.F. I BOTT. CHORDS DAYLIGHTING CONTROLS TO BE PROVIDED WITH INDIVIDUAL CONTROLS THAT CONTROL LIGHTS INDEPENDANT OF GENERAL AREA LIGHTING. i' OF WEB JOISTS LIGHTING REDUCTION CONTROLS (DIMMED) FOR ALL AREAS WITH ONE LOCAL SHUT OFF. ' ` VER.W/LANDLORD la MENU BOARDS , AND STRUCTURAL EGRESS LIGHTING PROVIDED ON BATTERY BACK UP WITH ADDITIONAL OCCUPANT ON/OFF CONTROL. �� 11.11- FOR DETAILS OCCUPANCY SENSOR WITH MANUAL ON CONTROL; 30 MIN. TURN OFF, HOLIDAY SCHEDULING AND MANUAL OVERRIDE. N. *� ' f 40 1.2 .., 35 $5 ■ ft WITH DIM ALA TANDEM WIRING TO BE PROVIDED WHERE FLUOR: LUMS. EQUIPPED OP�1E. THREE OR ANY ODD NUMBERED LAMP CONFIGURATIONS \.. I'ML I AL DRYWALL REINFORCING \ .4:Z, "' EITHER RECESS MOUNTED WITHIN 10' CTR TO GTR OF EACH OTHER OR PENDANT OR SURFACE()UNITED WTHI1�! 1 FOOT EDGE TO EDGE OF �- 8 ;.;� . /' f ; FASTEN METAL RUNNER TO STRUCT. EACH OTHER. \\. : / f 2' 0"O J OPEN CEILING _... I $° C'; 57 `': -PAIN.. ALL P2 ' • .. . 518"GYP. BD. ON 3 1/2" v TYPE 2 SEMI-"GLOSS # � w 467% ' m HOOD x i w `✓A METAL STUDS 16"O.C. u� �. _ -- 1I LL•EN,-- •\ r 1 TYPE 1 HOOD �'\.. w • r 6. WALL TO CL'G. STRUCTURE II r 'tI ` SCALE: 3"= 1'-0" — ; •fl I. I . " . - -: Fil p \ QA ; i ' • w 7`-6"A.F.F. • LU .. = i'\. 0 i 2 OA to - h\lb,11001/4711,101,116,7101,101,01,11.110101016.710011iNNAENNA V- OPEN CEILING tr R (N)SPIRAL DUCT r £, .... F PAINT ALL P2 FLAT -,_ I_ : ii ,s, „ . : 0 - . i 4 a EE PA (0 ''s ab, 01 0 ., . , A , i II: \., ...,.... ,h, P . fo . I�` 10 `` WALL TO BOTT. GRID '- `3 i ' . LLI• r r • J..: J i --,, ,: ; ■ L�0 AD 6`-0"MAX. LATERAL BRACE AT 12'_0 O.C. UC D°'V , , . w' ` 7<6: L• DROP CEILING GRID ..1 ' I— r�r WTH CLEANABLE VINYL \ I • . A �' TILES IN KITCHEN AT ** '• - �'`�,.16:: . .,, 1U-0"A.F.F. i w ,/ " COMPLY WITH TABLE 25-A OF THE OREGON STRUCTURAL SPECIALTY CODE. /' f \ /" I11 ii II Lu �� \,...j 1. \ ; )TINNt N I I s 3. SEISMIC SUSP. CLG. SECTIO f 7'-6"A.F.F. _ •NO SCALE J • ' w ' z I VJ 1. MAIN RUNNERS OF AND`INTERMEDIATE DUTY`SUSPENSION SYSTEM C 4`-0"O.C.SUPPORTED WITH NO 12 WIRES @ r ; ; > • 0) 4'-0"O.C. (OR NO. 10 WIRES 5' 0"O.C. HANGER ATTACHMENT SHALL SUPPORT 5X CEILING LOAD, 50#MIN. ;' f1WpB t1CL'C. P1 ` C7 at 2.CROSS RUNNERS SUPPORTED BY MAIN RUNNERS OR OTHER CROSS RUNNERS. MOP «- / r �. ____ _ \ 4, SINK �.•� \ 1 , EGRESS PATH 3. PROVIDE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMEI ER. SANIT. = 1 ,/DROP CEILING GRID ; ., %,,� • i'J`�ITH CLEANABLE VINYL i ,. l• 4. HANGER SYSTEM TO BEGIN/THIN 8"OF PERIMETER. t % TILES IN KITCHEN AT / � 10'-0"A.F.F. §'... <..Pt• 5. LATERAL BRACING SYSTEM TO BEGIN WITHIN 6'OF PERIMETER AND WITHIN 2"OF CROSS RUNNER INTERSECTION. (4) 3 i , 1 9 _ 12 GA WIRES SECURED TO MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER IN PLAN AND AT AN ANGLE NOT I 115,1 . .EXCEEDING 45 DEGREESFROM CEILING PLANE. BRACE AT 12'O.C. EACH'JJAY. F „ k1I< ;t(N r.-,6. VERTICAL COMPRESSION STRUT AT EACH LATERAL BRACE LOCATION. STRUT TO BE 3/4" - OFFICE, w SQ. HD. TUBING WITH SPRING CLIPS AT EACH END AS MANUFACTURED BY ROBLIN PRODUCT �' GWB CL's P1 0_,0- ° SYSTEMS OR SIM. CONNECTION DEVICES TO BE OF APPROVED TYPE AND HAVE 100'0 ' F AT 8'-0"A.I ;F. k COMPATIBILITY. r " ` I : OF O\`',H 7. AT HANGERS MORE THAN 1:6 OUT OF PLUMB. PROVIDE COUNTERSLOPE HANGERS. 'S 0 -1 \N » GWB CL'G.- P1 �' . S AT 8'-0"A.F.F. 8. EACH ANCHOR TO STRUCTURE TO HAVE 100#MIN.WITHDRAWAL STRENGTH. _. _ S - 10. LIGHT FIXTURE SUPPORT: ri 1 . �fdrj ?'• vi A. WITH'INTERMEDIATE DUTY'SUSPENSION SYSTEMS, 12 GA HANGERS SHALL BE ATTACHED TO THE GRID €�rCC} 1 3 �, MEMBERS WITHIN 3'OF EACH CORNER OF EACH FIXTURE,TANDEM FIXTURES MAY USE COMMON NOIRES. i3 Mt313 �' I .. `' ."' B. LIGHT FIXTURES WEIGHING LESS THAN 56 POUNDS REQUIRE TWO 12 GA. SLACK WIRES FROM THE FIXTURE I t AN � HOUSING TO THE STRUCTURE ABOVE. C. LIGHT FIXTURES IN EXCESS OF 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. t ARC h11TETLJRE; LLC D. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION SYSTEM WITH TEE it BAR LIGHT CLIPS OR SIMILAR DEVICES. 1t EXISTING ELECTRICAL PANEL u_ J RIIINTIAL 11. ANY INTERIOR PARTITION WALL WHICH EXTENDS TO THE CEILING GRID, THAT DOES +4*" "eg COMfRCIA:I. NOT ALIGN WITH THE 4-WAY BRACING OF THE CEILING GRID: MUST HAVE ITS OWN RESTAURANTS' LATERAL BRACING SYSTEM. INTERIORS` T' 503,239,4834 4. WALL TYPES iiiiiiiiMi i NEVV WALL CONSTRUCTION- N Date 03/02/14 3 5/8 MTL SIDS. MIN.25 GA. @ 16"O.C. (VERIFY HT.WITH PLAN.) p� CEILING Scale 1!4"=1`-0" WI1/2`GWBEA. SIDE. GREENBD. 1 . REFLECTED CCEILIN PLA�1 ALL DAMP LOCATIONS, TYP. >! 'igi1'. NEW WALL CONSTRUCTION- SCALE: 1/4" = 1-0" Drawn MJA 3 5/8 MTL STDS. MIN.25 GA. @ 16"O.C. PARTIAL 5/8"TWINWALL POLYCARB CLAD SEE NOTES ON DRAWING A1.0 REFLECTED CL'G PLAN AND MIRROR(D/G�lJB, SIS WALL FLASHING ON PREP AREA WALLS UP TO BOTT, OF HOOD, FRP ALL ELSE IN PREP AREAS. EMERGENCY EGRESS LIGHTING PATH TO HAVE AN AVERAGE OF ONE FOOTCANDLE ON FLOOR SURFACE. EXISTING BUILDING WALLS TO REMAIN FLUORESCENT LIGHTING EITHER ON BATTERY BACK-UP OR WIRED TO BUILDINGS EMERGENCY POWER. Sheet PATH TO BE 44"WIDE TYPICAL. i` 1 0 2014 ANNEN ARCHITECTURE LLC Of Sheets