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Plans (14) BUP2020 -00031 0 9 OFFICE COPY WALLS/CEILING FLOORING MISC. PAINT COLOR 3 DINING/LOBBY FLOORING- FOCAL WALL Dom n e s B e k e rSto r- e SHERWIN WILLIAMS DAL TILE SUBWAY TILE CRUST YACHT CLUB VERMILLION /< 6"X24" YC03 � 5 SWPa c *1 CHw � SUBWAY TILE WALLS CUSTOM BLDG. GROUT 60 CORIAN COUNTER # TO 5' - WHITE "CHARCOAL" COTTAGE LANE" ra Austin j 5' - 8'- COBALT BLUE 503. 421 . 8967 T * gcrc KyKITCHEN FLOORING- OR97223ka. r3design@gmail . com NOTE DAL TILE 9 ADD RAIL TO EXISTING "LABRADORITE STD" _ CEILING GRID (2X4) 12"X12" DB PERALTO ALTHOUGH A GREAT DEAL of CARE HAS GONE INTO THE PAINT COLOR - S- W CUSTOM BLDG. GROUT #60 PREPARATION OF THESE DRAWINGS TO INSURE THEIR " CHINCHILLA" " CHARCOAL" ACCURACY . IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THEM A. FOR DI SCREPANCI ES & ADAPT TO SPECIFIC STATE d LOCAL CODES . � 9 CODE SUMMARY GOVERNING CODES: I 2015 IBC WITH OSSC 51 - 50, 2015 IMC WITH OSSC 51 - 52, Mk RECEIVED 2015 UPC WITH OSSC 51 - 56 AAND 51 - 57, NEPA 54 OR 2015 IFGC FEB 62020 OREGON STATE ENERGY CODE 2015 OSSC 51 - 11 ( OSSC) , UITvoGrIGARD BUILDING DIVISION 2015 NEPA 13, 2015 NEPA 72, 2009 ANSI A117. 1 , ASCE 7 - 10 Q BUILDING CONSTRUCTION DATA: i N TYPE V, CMU BUILDING, LOW HGT = 15', HIGH \ HGT= 24' 2 1 /12 PITCH . UNIT OCCUPANCY: B - OCC. LOAD = 400/15 + 430/200 + 430/300= 30 BUILDING AREA: O EXISTING: ` PER IBC TABLE 1014. 1 , A MINIMUM OF ONE MAIN DOOR EXIT IS PROVIDED . Q CD ACCESSIBILITY: PER IBC CHAPTER 11 AND ANSI A117. 1 STANDARDS. MET WITH EXISTING BUILDING cm�OF GARD PLUMBING FIXTURE REQUIREMENTS: FoxcoDEcoMrtvcs EXISTING CONSTRUCTION . ONE RESTROOM . TQ"`a` 2- HWS, MOP SINK , 3- COMP SINK W/D. 40# GT #: —: .mtc 00 03 1 dressy S LIGHTING FIXTURE REQUIREMENTS: tc EXITING CONSTRUCTION . 16 - 41_2 F40 RECESSED FLUORESCENT REPLACING 0-) ALL FIXTURES WITH CAN LIGHTS, 12W LED LAMPS W/DAYLIGHT \ O NOTE: EXISTING ACOUSTIC CEILING GRID WITH ADDED RAILS FOR NEW 2' x2' TILES _j N a� Q VALIDITY OF PERMIT _J THE ISSUANCE OF A PERMIT I - bASED ON CONSTRUCTION DOCUMENTS AND OTHER W THEDATA CODE OFFICIAL ALFROM PREVENT CITY OF TIGARD 4 , I— L_ THE CODE OFFICIAL FROM IaEOApproved b Panning U� Q LIiRING THE CORRECTION � � OF ERRORS. OSSC 105.4 Date: p Initials: — PROJECT STATISTICS: CODE SUMMARY: OCCUPANT LOAD SUMMARY: °- SCOPE: THE REMODEL PROJECT HEREIN INCLUDES: DOMINO' S PIZZA BAKERY IS INTENDED PRIMARILY FIXED SEATING AREA: OCCUPANCY CLASSIFICATION : GROUP B SELECTIVE DEMOLITION OF EXISTING COUNTER CABINETS, FOR DELIVERY AND CARRYOUT WITH MINIMAL GROSS AREA = 400SF / 15 (LESS THAN 50 OCCUPANTS) NON . LOAD BEARING INTERIOR PARTITIONS, SUSPENDED SEATING FOR WAITING CUSTOMERS. NUMBER OF SEATS = 26 s h e e t n u rrb e r SOFFIT, LOBBY SUSPENDED CEILING AND LIGHTING, EXISTING NO CHANGE IN USE IS INTENDED UNDER LOBBY FINISHES. ADDITION OF NEW COUNTER CABINETS, TOTAL AREA OF DOMINO'S PIZZA TENANT SPACE: PRODUCTION AREA: THE SCOPE OF THIS PROJECT. PARTIAL HEIGHT PARTITIONS WITH SNEEZE GUARD, N 2000SF GROSS GROSS AREA: 430SF / 200 SUSPENDED SOFFIT, SUSPENDED CEILING AND LIGHTING, OCCUPANT LOAD: 2 TOILETS: LOBBY FINISHES AND LOBBY FURNITURE FOR A RETAIL TOTAL NUMBER OF TOILET FACILITIES= 1 FOOD , BAKERY, AND STORE. STORAGE AREA: G </ GROSS AREA= 430SF / 300 OCCUPANT LOAD : 1 icl Kyra Austin 503. 421 . 8967 ka . r3design@gmail . com ALTHOUGH A GREAT DEAL OF CARE HAS GONE INTO THE PREPARATION OF THESE DRAWINGS TO INSURE THEIR ACCURACY , IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THEM FOR DI SCREPANCI ES & ADAPT TO SPECIFIC STATE LOCAL CODES . II 1 o 2X10 ©16"0C 0 ' Q 0 � O 0 O 2184sgft Q DEMO & AS BUILT p SCALE 1 /4" = 1 '-0" N LEGEND — O DEMO WALLS + EXISTING WALLS— 3.5" 22go METAL STUDS 4� LL Q QE sheet number L Kyra Austin 503. 421 . 8967 ka . r3design@gmail . com ALTHOUGH A GREAT DEAL OF CARE HAS GONE INTO THE PREPARATION OF THESE DRAWINGS TO INSURE THEIR ACCURACY . IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THEM 18'V OY GB 18"V 42"GB FOR DI SCREPANCI ES & ADAPT W/D TO SPECIFIC STATE 4 LOCAL CODES . �> �> tO m 10X19 g C° WALK IN OFFICE D 3068 LEFT SET 3068 LEFT SET N I� N MM 570 OVEN D a 616-1£ m LL Z J = m U) m Q p Z 18X60 SHELF rn OU) 2 0 85.6 y CUT D O L "� n TABLE m U) i r 2 Z ' m MENUMENU TR Q 45 bLAP ¢ POS POS POS 4' SLAP 4' SLAP 4' SLAP / O � O U- cl TRAY GRS -4 TRAY �w RP w o,lc_n O TRAY MOP U EXIT C ALK � I 0 z Q) c� 4 FLOOR PLAN 2184sgft Q 0 SCALE 1 /4" = 1 '-0" (D In LEGEND 4� Q:� O HALF WALLS + O NEW/EXISTING WALLS— 3.5" 22go METAL STUDS 4 , 0 L Q- sheet nurrber /< cl Kyra Austin 503. 421 . 8967 ka . r3design@gmail . com ALTHOUGH A GREAT DEAL OF CARE HAS GONE INTO THE PREPARATION OF THESE DRAWINGS TO INSURE THEIR ACCURACY . IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THEM FOR DI SCREPANCI ES & ADAPT TO SPECIFIC STATE 4 LOCAL CODES . O O O O S–LOBBY S–OPEN S–HOOD O Vx —X O O N 3al x N O o O Nn o O O O v A O O O O O O O 0 x x O O O O O O O O E KIT 0 N RCP 2184sgft 4-� \ SCALE 1 /4" = 1 '-0" LEGEND — N NEW/EXISTING WALLS– 3.5" 22ga METAL STUDS S–LOBBY +� S–OPEN 2'X2' LED TROFFER SUPPLY AIR U S–BOH S–HOOD O 6" LED CAN LIGHTN RETURN AIRcn - 0 6"X4' LED LIGHT 10 sheet nurrber cl Kyra Austin 503. 421 . 8967 ka . r3design@gmail . com ALTHOUGH A GREAT DEAL OF CARE HAS GONE INTO THE PREPARATION OF THESE DRAWINGS TO INSURE THEIR ACCURACY . IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THEM FOR DI SCREPANCI ES & ADAPT 80 20 N O O TO SPECIFIC STATE 8 LOCAL CODES . I 20 # T 80 N n D D ►A N N CD CL F1 F-1 J 0 N o 00 < C) III (- 0 a� N MAKELINE - 120V. DED 20A. ELECTRICAL 2184sgft MOOLER 120V. DED 20A.0A. Q SCALE 1 /4" = 1 '-0" EXHAUST FAN — 208V. 30 20A. U COOLER COMPRESSOR — 208V. 30 20A. LEGEND FAN COILS — 120V. DED — HEAT RACK (3) — 120V. DED �1 0 HALF WALLS OVENS — 208 10 20A. +�WASHER/DRYER — 208 10 30A. 4 WIRE U NEW/EXISTING WALLS— 3.5" 22ga METAL STUDS w COKE COOLER TYP — 120V. 20A. N W � C} U) — sheet number L cl Kyra Austin 503. 421 . 8967 ka . r3design@gmail . com ALTHOUGH A GREAT DEAL OF CARE HAS GONE INTO THE PREPARATION OF THESE DRAWINGS TO INSURE THEIR ACCURACY , IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THEM FOR DI SCREPANCI ES & ADAPT TO SPECIFIC STATE 4 LOCAL CODES . Q , N cn o O o Q CDF f- O D 0 FINISHING KEY z N N FINISH PLAN 2184sgft \ ' SCALE 1 /4" = V-0" ® LOBBY TILE N In LEGENDSUBWAY TILE 4 _ O HALF WALLS V) - NEW/EXISTING WALLS- 3.5" 22ga METAL STUDS FRP _ z Q) N Ln ❑ BOH TILE cn Q sheet nurrber 14 7F Wv(At 0 CAWIA r•rTzt;;u r � " o 3A'THICK X 1B'HIGH (Q j / • i. �. TEMPERED GLASS SNEEZE )¢'x B•CORIJW SEE ESS YFOR G_4LA4S / ,T'•'1 -"rwwr.w•.• gyp,T sea"w�°i tt}TTAGE SUPPORT BRACKET Jq x W CORIAN TEMPERED GLASS SNEEZE .Q LANE•WALL 4MTTACE GUARD BY G-C. TRIM CAP W11• A" 3W TH CK X 1tr HGH LAW WALL SEE E&S FOR GLASS • �v CC W& 2W 3 �• 2W 1•�• WATERFALL TRIM CAP WI t' Alnt7(LL wA:l 1SiM 11'Y i 1't 'x IF C70FIAN'OOTTACiE TEMPERED GLASS SNEEZE � SUPPORT BRAd�CEf_ cAp w rwaTcwAu. LAN LF WALL TRIM CAP%W GUARD BY GC_ r WATERFALL rNxCxET f� yltV CI14•PAR7,1rt.WALL YY,'St'EfZt DDLIBLE 2x1 BLOCIQIG. 1'WATERFALL SEE EIL4 FOR GLASS 0 OWN, W C1.Ca2 S•lt2t4uA00 WAu PLANOttAL jQ )4'ODRIAH KXMAGE SUPPORT BRACKET. 1•etn GUARD Gwt1 MxAtrft OLTAR LAN V I EDGE SET W/ S Kw z•ra M 1rMtr.rr r POLYURETHANE A&p DOUBLE 2N BLOCKING. — - - ----- -- ADHESIVE TO 2 )p PLYWOOD LAYERS SUBSTRATE DOUBLE 2x4 BLOOUNG. F 1'-6' i-4R"STEE L ANGLE BOLTED U J EACH SR1U W/PAM HEAD 3 1/2'• 20ga METAL L SCOWS INTO UNDERSIDE OF STUDS® 24"'OC Stl'UGGN'C RYLIX]DU✓�770.0. t 11'2'PARTICLE BOARD 3 1/2" 20ga METAL Ur? CXISTOMERWE BRACING ® 32'-48" C Sppring -0 1(I PARTICLE BOARD 7 'Z'' iM PARTELE BOARD ALTERNATING Clip ` CLGTOMER SIDE CUSTO6"SIDE 3/8'GYPSUM BOARD pTJaqyy WT 5W GYPSUM BOARD SUPPORT TUB W GYPSUM BOARD (O PRODUCTION S6DE 5CCUY'ejrt0 PRODUCTION SIDE • TO BE 36121RFD PRODUCTION SIDE 3 318'20GA METAL STIRS rV�en ter l 5Ltructure 3 w 2DGA METAL STUDS 41 COUNTER YN 3 SR'20GA METAL STUDS (g id`o.0. wireg rrsr►LL�TT�H 4w iwo.C. O HMDWARE K(f (w 1frac .T CT FOOD GRADE �yAM>IOR TRAREA ACK TO SLAB b CT A PRODUCTION ANCHOR TRACK TO SLAB ANCIHDR TRACK TO SLAB Wf HILTI.145 SHOT PiNS Cross W/HILTI.145 SHOT PM ,_ 1'N HETI.145 SHOT PINS Tee OR EauAL)CD 12'o_C_ (OR EOLL44 a 1 r a.a (CR EQUAL) � 12 o.c. 6" 20 a METAL JOISTS o TOP OF TOP OF T TOP OF 0 16"0C Plain • ° $LRH ,,_, SLAB y.Y . SLAB � tee° 4 PT. HEIGHT MAKELINE WALL 3 PT. HEIGHT DOUGH WALL W1 LEDGE PT. 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