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411-411 3'-4" l'-4" 6'-0" 3'-1011 01 MTL PANELS ON 3 5/8" 20 10'-2" x 5' x 4" tHK A TE PAD 2 GA MTL STUDS 0 14" O.C. ROOF CONCRETE A5.01 (SEE TYPE 'F' FINISH, SHT LADDER O A8.01 FIN, SCHED) — — — — — — _ � �,� +�o�.m � i I I i a I ' I " 1 i 1 1 1 1 1 1 € 1 1 I ' 1 1 HEADER O 8'-5" _ 4 _ MEN I A4�1 O 2 I 4Y 113 51_4311 I I A6,09 # 4` 1 R WASH COOLER FREEZE R I 6'-4" HT. TILED PARTITION WALLS e 125 116 115 114 'P 24'-8" COOLER SIZE I ib"xib" BLOCKOUT ABOVE CEILING 5' x 5' x 4" tHK \ / I FOR DUCTWORK CONCRETE PAD 1 /yI INSTALL QUARRY I I 31.411 61_/J111 11_411 61_011 61.811 31.411 A1_011 61_011 11-411 61_�11 31_411 _ ---- - ---- TILE 6' H ON WALL NOTE. CONCRETE SLAB IN WALK- N � L FROM DR TO DR AREA TO BE LEVEL ±I/ib" I 3 3 = 3 " - O ... �� O O O O O HEADER 1'-4" HEADER-10'-8" � — I` •I. — — — — — BEAM ABOVE � 1 8 4 _ 9'-4" A.FF. 3 I Zo 6'-811 4'-4" 5'-31' I RR VESTIBULE « I 1 G C. SHALL - A4Id l y / WOMEN\ M 11 111, SEE 1 06 5 TUBE POST, A6 09 I k` a, 6 -2 SIN - o PROVIDE S5. �' n BACK PORCH `r CLOSURE I / 112 — I Yve h.. .e»'4'„ "•.X :'"° `.q"-N{sew `A' 3 I Floe 1 1?'-loll 3211 111_11s` 52" 11'-1211 n3. I I - �. :{ 5' ol II - 6 p0 = I / 21' X 2" STEEL-5�111 191. 111 DISH WASH — —' I TUBE POST,` 24 . N 119 77 6'-4" HT. TILED SEE A6�6-5 1 I 2" X 2" STEEL TUBE PARTITION WALLS \ / r *- 6 -' n POST, SEE A6Db-5 N 3 < 6 �� ,�'n _ 4 5 011 tt 4 `3211 I 1 _011 21111O 61_All3I-811 2'-8" 2'-111 31.31 1 m u.110, N FULLHt STORAGE I x= 5111 ------ — -----—_—_—_—------- ------ BRICK 117 5�" 6'-10�11 12'-Y411 HDR 'I -0 — '-•° — — — — — — — — — — VENEER n —"' G G 1 1 11 111 G G e = r o O 6 O 2 0 3� O O II 6 7'-63n I 1 O e ';t -2 r I 24'-2"191_6211 N A801 _ Cr •1 I y q1 1,1� 1 6 2'-0'I 11'-511 10'- I'1 10'-2 A11 I DINIIW3 32' 8'-bii11 3211 1L1_QI11 COOLER SIZE Y 108 L ✓ CNLS I ® N 2" X 2" STEEL TUBE I N I KITCHEN COOLER 02 r I I 5 I POST, SEE Abldb-5 I 5 -1 11s I20 II II 4 4 �; I 1 I 11 § I =No 11 II f I 0 I- %o O L0 �o r C 0 • 00 0a � oo� x � a O ~— S � O c c U0 00 D N t0 O U � (0 (D o D a u = o �L u Lo a 1 SALAD BARS. m _ 10' — — — — — — — — — — — — — — — — — ---------J I =� ------ -------------- _ _ - D Q y DRIVE THRU �� O I I'-11" 611 V QI_YAll HOLD N ILL HOLD ELEC, PANELS I 3 I 4 4 5 i I G •^ 1.L SEE ELEC. DWGS 1" X 2" STEEL TUBE I r I21 a I(i"Lce)I, WAITRESS POST, SEE A6.06-5 OFFICE COOK LINE STATION A 3' 110 N II III =0 z:{ I " I 11 1 11 1 11 ELEC PANEL _ 6 -5 W X 3 -I H PASS THRU = tr 0 18 -2 2 4 3 -0 I o RA. BAOPG 4211 APP. ELEC. DWS r I SIM 211 23'-0" = tL� L tr 4 -ao 1 i • 1 L — -- `�' CONTRACTOR TO COORD. t o ' n l- 6 I RA. S FOR ALL WINDOWS W/ I Z N 6 2 u I HDR I =1N a `�' n 8 SHT A80E` SEE SPECS AND 5 -0 co A&M_ _ _ _ _ HDR s 7'-0" .n N aLn W ry tee: t r II 2 co 5' x 5' x 4" THK. CONC PAD p 0 > — — BULKHEAD a 9'-611 ,�— ,x�-,. j��' $I — - ` � — — — I � € I %o � O -- --- ---------- — 0 10'-8" a 51_ptll I `* BENCH A A I I ° o .�' AbId2 19I6 111 e 1' 3I-1I5I-3II-II I-0II I-0II I-4II Q MAIN DISTRIBUTIL Ht BRICK 3 -2I5%oe" 31-II I -II 4I-4II 3 .p L QN PANEL, SEE ELEC. VENEER o 2 `o Z PATIO I A502 0 M CARRY -OUT O HOSTESS I I 0 WAITING = �4 105 - lol I I 102 a, I 13'-10111 SjII I II 5111 II 5111 Cn"� I n I A 7'-611 611 2 2 -1 4 -9 2 3 a Ab-g 211 GALV StL i I revisions: � I B B R BAR (SEE SHEET A2) I I o 9/18/08 changed steel 04 0 3, �\ F I PIPE RAILING gg 2 PATIO ITYPa I r " and metl root to woodaoof framing framing A6�1 1 a �_ — — = BEAM ABOVE AT EL S'-9 1/1" — — —_BEAM ABV AT EL�B'�9 I/2°— — — — — — BEAM ABOVE AT EL 8'-9 I/2" z __ _ ___ I BAR — — — — I o I= 103 oe_11_1II 31.011 121-011 I O I s = _7-- 3/4"11'-104" — — — II'-10 3/4II'-10�" gl I = I I (aLu --- 17' --- 1 I� z 3 -------------- O O O OH 1 cn A6.03 A6�3 N I ' 1 ------ -- o drawn: sc/dm/at 41_411 1 2'-011 1 5'-4" 4'-011 61-31' 4'-0" `t 5'-4" 2'-0" 4'-All 31_011 Ilk61_411 31_411 o checked: rd 4 Ile 14'-0" II'-4" 38'11 -0" 49'-0" date: 3-21-08 building areas: wall legend: L----------------------- 2 1 I general notes: r prof. no: P07-156 all 5451 So. Ft. KITCHEN, DINING ROOM, BAR, VESTIBULE, ®8" C1'1U PROVIDE PERT. I�EINF. AS SHOWN ON STRUCt. DWGS. 3 A602 A501 A608 L DIMENSIONS ARE TAKEN FROM FACE OF CMU AND FACE OF STUDS. (URO.) 4. PROVIDE I X 4 PT HORIZONTALLY AT BASE OF WALLS WITH 5/8" PLYWOOD ABOVE TO RECEIVE RESTROOMS, OFFICE, STORAGE A607 n FRP AT WAITRESS STATION AND KITCHEN PARTITION WALLS OTHER THAN NONCOMBUSTIBLE z 3 1/2" OR 5 1/2" WOOD STUDS a 16" O.C. 2. FIRE EXTINGUISHER INSTALLED BY G.G. SIZE AND TYPE SHALL MEET CRITERIA IN WALLS WHICH WILL BE METAL STUD WALLS WITH I/1" DUROCK ON BOTH SIDES. 0 2 411 SQ. FT. PATIO - NOT HEATED SECTION 10 OF THE NFPA CODE. EXACT LOCATION OF UNITS TO BE DETERMINED a 522 Sa FT, COOLER, FREEZER, SMOKER ROOM - NOT HEATED 3 5/8" OR 6" 20 GA. METAL STUDS ® 16" O.C. WITH 1/211 DUROCK a BOTH SIDES. 1 s o n n y s restaurant prototype - floor plan BY THE LOCAL FIRE CODE OFFICIAL DURING THE TIME OF CONSTRUCTION. 5, RESTROOM FACILITIES SHALL COMPLY WITH ALL HANDICAPPED REQUIREMENTS AND ---- 2x4 OR 2x6 LOW PARTITION WALL. (SEE FLOOR PLAN FOR LOC'S) A2 01 scale: 1 /4"=1'-0" w e 3. ALL CMU WALLS IN PATRON AREAS (DINING ROOM, ENTRY VESTIBULE, WAITING ACCESSIBILITY STANDARDS OF 28-CFR PART 36 IADA -AMERICANS WITH DISABILITIES ACT). A2901 631i SQ Ft. TOTAL AREA lt0 INSIDE OF EXTERIOR WALLS) AREA, CASHIER AREA, WAITRESS STATION, RESTROOMS) TO RECEIVE 5/6" GYP. ® 4 I/2" BRICK VENEER NOTE: SEE SHT A2.03 FOR WALL SNEATHING CONFIG'S BD. OR PLYWD OVER lx4 P.T. FURRING STRIPS @ 24" O.C. WITH FOAM INSULATION. TOTAL GROSS AREA (BUILDING FOOTPRINT): (owSQ. F. $ a (D copyright 0 O