Architectural Draftsperson Portfolio by Muskan Singla

internship + office Working Drawings

Presentation Drawings

* THIS DRAWING IS THE SOLE PROPERTY OF M/S HIREN A GANDHI & ASSO. A'BAD. IT SHOULD NOT BE USED IN WHOLE OR IN PART WITHOUT OUR WRITTEN CONSENT.

* THIS DRAWING IS TO BE READ IN CONJUNCTION WITH OTHER ARCHITECTURAL, STRUCTURAL & ENGINEERING DRAWINGS.

* ALL LEVELS, HEIGHTS MENTIONED ARE FROM UNFINISHED FLOOR LEVELS.

* ANY DISCREPANCIES IN THE DRAWING SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECT IN WRITING BEFORE STARTING THE EXECUTION OF THE WORK.

* ANY CHANGES REQUIRED BY T.D.O. DEPARTMENT, A.M.C. WILL HAVE TO BE IMPLEMENTED AT ANY STAGE BY ALL CONCERNED AND THE ARCHITECTS WILL NOT BE RESPONSIBLE IN ANY WAY FOR THE SAME

PROJECT AMC HOUSING

GOTA 1 F.P. 171,T.P.S. 32

LOW COST HOUSING (WORKING DRAWING)

ECONOMICALLY WEAKER SECTION HOUSING DIMENSIONS ARE TO BE READ AND NOT TO BE MEASURED

ARCHITECTS, PLANNERS AND INTERIOR DESIGNERS KA-NUJ,2 MUNICIPAL STAFF CO-OP. HOUSING SOC. B/H. ST.XAVIERS LOYOLA HIGH SCHOOL, MEMNAGAR, AHMEDABAD - 380052, PH.NO.: 079-7910870 FAX NO.:079-7910476. E-MAIL:hgandhi.53@gmail.com

DWG.NO.: WD

JOB NO.: AMC/GOTA/2016

DATE.:-12-07-2017

DEALT: MUSKAN

SCALE:N.T.S.

TITLE

1.95x1.80 1.95x1.80 1.95x2.15 1.95x2.15 9.00 M WIDE APPROACH ROAD 9.00 M WIDE APPROACH ROAD 9.00 M WIDE APPROACH ROAD 9.00 M WIDE APPROACH ROAD 9.00 M WIDE APPROACH ROAD      AS PER PARKING LAYOUT AS PER PARKING LAYOUT GROUND FLOOR PARKING GROUND FLOOR PARKING GROUND FLOOR PARKING AS PER PARKING LAYOUT GROUND FLOOR PARKING AS PER PARKING LAYOUT BLOCK 13 F.P.NO. 172 F.P.NO. 85/2 F.P.NO. 89 F.P.NO. 87 F.P.NO. 88 BLOCK 14 BLOCK 15 BLOCK 12 ELECTRIC SUBSTATION 228.98 11838 3848 2698 24.32 9.02 9.28 PER PARKING LAYOUT 6.00 M WIDE APPROACH ROAD 6.00 M WIDE APPROACH ROAD 3.00 M WIDE APPROACH ROAD 3.00 M WIDE APPROACH ROAD 6.00 M WIDE APPROACH ROAD 6.00 M WIDE APPROACH ROAD 6.00 M WIDE APPROACH ROAD 6.00 M WIDE APPROACH ROAD COMMON PLOT 49.825 x 37.820 area 1884.38 GROUND FLOOR PARKING PER PARKING LAYOUT GROUND FLOOR PARKING AS PER PARKING LAYOUT GROUND FLOOR PARKING GROUND FLOOR PARKING TANK TEATED TANK TEATED TANK TEATED STP 10.00 x 10.00 BORE BLOCK 11 BLOCK 10 BLOCK 9 BLOCK 8 BLOCK BLOCK 6 BLOCK 5 BLOCK 1 BLOCK BLOCK 3 PLANTATION 9.00 M WIDE APPROACH ROAD 9.00 M WIDE APPROACH ROAD 9.00 M WIDE APPROACH ROAD 50000 LVL+0.40 M @CH.0M 50000 50000 50000 50000 50000 LVL+0.35M 20000 20000 10000 35000 29996 15.00 PARKING LVL+0.57M LVL+0.89M PARKING LVL+0.55M LVL+0.87M PARKING LVL+0.57M LVL+0.89M PARKING LVL+0.57M PARKING LVL+0.60M LVL+0.92M PARKING LVL+0.54M LVL+0.86M PARKING LVL+0.55M LVL+0.87M PARKING LVL+0.55M LVL+0.87M PARKING LVL+0.50M PARKING LVL+0.50M LVL+0.82M LVL+0.89M PARKING LVL+0.55M LVL+0.87M PARKING LVL+0.55M LVL+0.87M PARKING LVL+0.52M LVL+0.84M PARKING LVL+0.50M LVL+0.82M PARKING LVL+0.50M LVL+0.82M PARKING LVL+0.50M LVL+0.82M LVL+/-0.00M LVL+0.45 M @CH.50M LVL+0.50 M @CH.100M LVL+0.50 M @CH.100M LVL+0.45 M @CH.50M LVL+0.40 M @CH.0M 35054 LVL+0.45 M @CH.50M LVL+0.50 M @CH.100M LVL+0.45 M @CH.50M LVL+0.50 M @CH.100M 39920 LVL+0.50 M @CH.100M LVL+0.55 M @CH.150M 50000 30074 LVL+0.50 M @CH.100M LVL+0.45 M @CH.50M LVL+0.40 M @CH.0M 27000 23000 LVL+0.45 M @CH.50M 45000 25000 LVL+0.47 M @CH.70M 25000 LVL+0.49 M @CH.90M 34004 LVL+0.50 M @CH.100M 16080 47000 LVL+0.52 M @CH.120M 20000 LVL+0.52 M @CH.120M RAINWATER HARVESTING POINT RAINWATER HARVESTING POINT RAINWATER HARVESTING POINT 4020 4020 4020 4020 4020 4730 9040 9040 9038 9038 9038 9040 6041 6040 6040 6040 3020 6279 6040 6042 3020 4287 6040 6040 6040 6042 6040 6040 PARKING LVL+0.60M LVL+0.92M 75800 44710 44710 13.45 BLOCK LVL+0.40 M @CH.0M LVL+0.85M LVL+1.00M LVL+0.85M LVL+1.00M PARKING LVL+0.50M LVL+0.82M LVL+0.40 M @CH.0M LVL+0.85M LVL+1.00M LVL+1.00M PARKING LVL+0.52M LVL+1.00M

CENTERLINE PLAN

A C F G H J K L M N O P Q R S T U V W X Y 1 2 3 4 6 5 2545 2545 1500 2260 3100 3100 2260 1500 3350 1500 2260 3100 3100 2260 1500 300 1500 2260 3100 3100 2260 1500 3350 100 200 350 150 150 425 100 100 200 350 150 150 100 350 425 200 100 100 425 100 100 425 100 100 425 150 150 100 425 100 100 200 100 350 425 100 200 100 100 200 100 100 200 425 100 100 425 425 100 100 200 100 200 350 100 200 200 100 100 425 200 350 100 100 425 200 200 100 150 150 100 350 100 425 100 100 425 100 100 425 100 200 150 150 100 425 100 100 200 425 100100 200 425 100 100 425 100 200 100 100 200 100 350 350 100 200 100 100 200 350 100 100 200 350 100 350 100 200 100 100 200 350 100 200 100 100 200 100 200 100 100 200 350 100 350 200 100 100 350 150 150 100 200 100 350 100 425 200 100 425 100 100 425 200 100 100 425 100 200 100 425 100 200 200 100 425 100 425 100 425 100 150 150 350 100 100 200 100 100 200 100 200 EXPANSION JOINT 100MM 100 100 350 350

1730 3215 3215 5760 7490 10705 350 100 200 425 200 1500 2260 3100 3100 2260 1500 100 200 350 100 200 350 100 150 100 350 100 425 200 100 425 100 100 425 100 200 100 425 100 200 150 150 100 425 100 100 200 100 350 425 100 200 100 100 200 100 100 425 100 200 425 100 100 200 100 200 350 100 100 200 100 425 200 2260 100 200 100 350 200 215 235 100 200 100 200 350 100 425 100 200 100 425 100 200 100 200 100 350 100 100 425 100 200 100 350 3100 150 150 B D E Z A1 B1 C1 D1 E1 5360 6860 8360 10620 13720 16820 19080 20580 23930 25430 27690 30790 33890 36150 37650 37950 39450 41710 44810 47910 50170 51670 55020 56520 58780 61885 64980 67240 68740 1500 100 100 425 100 425 150 100 100 R.C.C WALL 150MM THIK MINIMUM OR AS PER LIFT MANUFACTURE REQUIREMENT R.C.C WALL 150MM THIK MINIMUM OR AS PER LIFT MANUFACTURE REQUIREMENT 425 3100 2260 1500 100 350 100 425 100 100 200 100 350 425 100 200 100 100 425 100 200 425 100 100 200 100 200 150 150 425 100 150 150 425 F1 G1 H1 230X230 STUB COL. UP TO LANDING LVL 100 200 100 200 250 200 200 100 200 250 200 200 325 100 500 200 550 550 150 150 215 230X230 STUB COL. UP TO LANDING LVL 100 200 100 200 250 200 425 200 100 200 250 200 200 325 100 500 200 550 550 150 150 215 70240 72500 75603 215 235 100 200 100 200 100 200 100 200 C1 C9 C36 C45 C10 C18 C27 C2 C37 C46 C19 C28 C3 C47 C11 C20 C29 C38 C4 C48 C12 C21 C30 C39 C5 C49 C13 C22 C31 C40 C14 C23 C32 C41 C6 C50 C15 C24 C33 C42 C7 C51 C16 C25 C34 C43 C8 C52 C17 C26 C35 C44 C1 C9 C36 C45 C10 C18 C27 C37 C2 C46 C19 C28 C3 C47 C11 C20 C29 C38 C4 C48 C12 C21 C30 C39 C5 C49 C13 C22 C31 C40 C14 C23 C32 C41 C6 C50 C15 C24 C33 C42 C7 C51 C16 C25 C34 C43 C8 C52 C17 C26 C35 C44 D' STAIR DETAIL STAIR DETAIL D C' C B A' B' A CENTER LINE PLAN BLOCK NO. 2 HIREN A.GANDHI & ASSOCIATES ARCHITECTS, PLANNERS AND INTERIOR DESIGNERS KA-NUJ,2 MUNICIPAL STAFF CO-OP. HOUSING SOC. B/H. ST.XAVIERS LOYOLA HIGH SCHOOL, MEMNAGAR, AHMEDABAD 380052, PH.NO.: 079-7910870 FAX NO.:079-7910476. E-MAIL:hgandhi.53@gmail.com MUSKAN LOW COST HOUSING (WORKING DRAWING) ECONOMICALLY WEAKER SECTION HOUSING PROJECT: SITE: AMC HOUSING GOTA F.P. NO.FP 171, T.P.S. 32 F.P. NO: 171 T.P.S. NO: 32 WD-1 25-08-2017 AMC/GOTA/2016 SR.NO. REV. NO. DATE REVISION DETAILS NOTES:

THIS DRAWING IS THE SOLE PROPERTY OF M/S HIREN A GANDHI & ASSO. A'BAD. IT SHOULD NOT BE USED IN WHOLE OR IN PART WITHOUT OUR WRITTEN CONSENT.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH OTHER ARCHITECTURAL, STRUCTURAL & ENGINEERING DRAWINGS.

ALL LEVELS, HEIGHTS MENTIONED ARE FROM UNFINISHED FLOOR LEVELS.

ANY DISCREPANCIES IN THE DRAWING SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECT IN WRITING BEFORE STARTING THE EXECUTION OF THE WORK.

ANY CHANGES REQUIRED BY T.D.O. DEPARTMENT, A.M.C. WILL HAVE TO BE IMPLEMENTED AT ANY STAGE BY ALL CONCERNED AND THE ARCHITECTS WILL NOT BE RESPONSIBLE IN ANY WAY FOR THE SAME

ROOM LIVING 3023 2445 MM 3023 2445 MM 2038 2445 MM 3560 3015 MM WASH 1165X 1030 LIVING 3560 3015 MM WASH MM KITCHEN 2038 2445 MM ROOM KITCHEN LIVING W,C. BATH ROOM KITCHEN LIVING 2038 2445 MM 3023 2445 MM 3023 2445 MM 2038 2445 MM 3560 X 3015 MM 3560 3015 MM WASH 1300X1255 MM WASH 1300X1255 MM 1165X 1030 MM 1015X1030 MM BATH 1165X 1030 MM W,C. 1015X1030 MM LIVING 3560 X 3015 MM WASH 1300X1255 MM KITCHEN 2038 2445 MM BATH 1165X 1030 MM W,C. 1015X1030 MM ROOM 3023 2445 MM BATH 1165X 1030 MM W.C. 1015X1030 MM LIVING 3560 3015 MM WASH 1300X1255 MM ROOM KITCHEN 3023 2445 MM 2038 2445 MM ROOM KITCHEN LIVING W,C. BATH ROOM KITCHEN LIVING 2038 2445 MM 3023 2445 MM 3023 2445 MM 2038 2445 MM 3560 3015 MM 3560 3015 MM WASH 1300X1255 MM WASH 1300X1255 MM 1165X 1030 MM 1015X1030 MM BATH 1165X 1030 MM W,C. 1015X1030 MM LIVING 3560 3015 MM WASH 1300X1255 MM KITCHEN 2038 2445 MM BATH 1165X 1030 MM W,C. 1015X1030 MM ROOM 3023 2445 MM BATH 1165X 1030 MM W,C. 1015X1030 MM LIVING 3560 3015 MM WASH 1300X1255 MM ROOM KITCHEN 3023 2445 MM 2038 2445 MM 1030 200 MM BLOCK MASONRY PARAPET WALL HEIGHT 1150 MM 1240 1240 200 MM BLOCK MASONRY PARAPET WALL HEIGHT 1150 MM 200 MM BLOCK MASONRY PARAPET WALL HEIGHT 1150 MM 1530 MM WIDE PASSAGE 1530 MM WIDE PASSAGE 1530 MM WIDE PASSAGE 1530 MM WIDE PASSAGE 1530 MM WIDE PASSAGE KITCHEN BATH ROOM KITCHEN 1300X1255 1165X 1030 1165X 1030 WASH KITCHEN MM BATH MM MM LIVING W,C. MM MM BATH MM 1015X1030 3560 X 3015 MM 2038 2445 MM 1165X 1030 1015X1030 MM ROOM 1015X1030 2038 2445 MM 3560 X 3015 MM WASH MM 1300X1255 MM 1015X1030 W,C. MM LIVING 1300X1255 MM BATH W,C. 3023 2445 MM W,C. 1300X1255 ROOM 3023 2445 MM 100 ROOM KITCHEN LIVING 3023 2445 MM 2038 2445 MM WASH BATH 1165X 1030 MM W,C. 1015X1030 MM BATH 1015X1030 1300X1255 MM 2038 2445 MM 3560 X 3015 MM 1300X1255 MM 1165X 1030 MM W,C. MM LIVING 3560 X 3015 MM WASH ROOM KITCHEN 3023 2445 MM 3023 3023 2445 2038 2445 2038 1300 1255 1165 1015 1030 3560 3015 1255 1030 1165 1015 1030 3560 3015 1300 2445 2038 3023 3023 2445 2038 1015 1030 1165 1165 1015 1255 3023 3023 2445 2038 2038 2445 1300 1165 1015 3560 3015 1300 1030 1165 1015 1030 3560 3015 1300 1255 2445 2037 3023 3023 2038 1030 1030 1165 1165 1015 1300 1255 3560 3015 3023 3023 2445 2038 2038 2445 1300 1165 1130 1015 3560 3015 3560 1300 1165 1015 3560 3015 1300 2038 3023 2445 3023 2038 1015 1165 1165 1030 1015 1300 1255 3560 3015 1240 1265 1265 1115 1115 6000 6000 3770 2900 1265 1265 1115 1115 6000 3770 1240 1265 1265 1115 1115 670 1115 6000 3770 1240 3770 1115 1115 1265 1265 1115 670 1115 1115 1240 3770 6000 1265 1265 1115 1115 1115 1240 3770 6000 670 1265 1265 1115 2900 1115 1530 1530 2445 2038 1300 1255 1165 1130 1015 3560 3015 1300 1255 1015 1030 1165 300 965 900 1058 100 558 900 480 300 230 1070 200 1070 230 300 480 900 558 100 1058 900 1015 300 1015 900 1058 100 558 900 480 300 230 1070 200 200 1070 230 300 480 900 558 100 1058 900 1015 300 1015 900 1058 100 558 900 480 300 230 1070 200 100 200 1070 230 300 480 900 558 100 1058 900 1015 300 1015 900 1058 100 558 900 200 3350 2260 3099 0.00 300 965 900 1058 100 558 900 480 300 230 1070 200 1070 230 480 0.00 900 558 100 1058 900 1015 300 1015 900 1058 100 558 900 480 300 230 1070 200 200 1300 300 480 900 558 100 1058 900 1015 300 1015 1058 100 558 900 480 300 230 1070 200 100 200 1070 230 300 480 900 558 100 1058 900 1015 300 1015 900 1058 100 558 900 480 230 1070 200 3100 2260 1500 1500 2260 3100 3100 1500 3350 1500 2260 3105 2260 3095 2260 1800 1501 2260 3100 3100 2260 1500 3350 200 300 300 200 2545 3215 1730 3215 2545 100 100 1115 1115 3023 3560 3560 3560 3560 OPEN DUCT OPEN DUCT OPEN DUCT OPEN DUCT OPEN DUCT OPEN DUCT 1300 1300 520 200 520 3023 520 200 520 6000 520 200 520 520 200 520 520 200 520 520 200 520 150 100 150 150 150 150100 100 150 300 300 1500 3100 2260 1501 300 1500 2260 3100 3100 2260 1500 3350 1500 2260 3100 3100 2260 1500 1500 2260 3100 100 2038 STAIR DETAIL TRADE :-300mm RISER 150mm 3150 3150 450 450 2250 1950 X 2150 STAIR DETAIL TRADE :-300mm RISER 150mm 2150 1950 200 1550 300 300 300 300 300 300 300 300 300 3150 3150 450 2250 450 450 2250 450 320 ROOM KITCHEN LIVING W,C. BATH ROOM KITCHEN LIVING 2038 2445 MM 3023 2445 MM 3023 2445 MM 2038 2445 MM 3560 3015 MM 3560 X 3015 MM WASH 1300X1255 MM WASH 1300X1255 MM 1165X 1030 MM 1015X1030 MM BATH 1165X 1030 MM W,C. 1015X1030 MM LIVING 3560 3015 MM WASH 1300X1255 MM KITCHEN 2038 2445 MM BATH 1165X 1030 MM W,C. 1015X1030 MM ROOM 3023 2445 MM BATH 1165X 1030 MM W.C. 1015X1030 MM LIVING 3560 X 3015 MM WASH 1300X1255 MM ROOM KITCHEN 3023 2445 MM 2038 2445 MM 1240 200 MM BLOCK MASONRY PARAPET WALL HEIGHT 1150 MM 1530 MM WIDE PASSAGE 1530 MM WIDE PASSAGE 3023 3023 2038 2445 2038 2445 1300 1165 1130 1015 1030 3560 3015 1300 1255 1165 1015 3560 1300 2038 3023 3023 2445 2038 1030 1165 1165 1030 10151030 1300 3560 3015 1115 1265 1115 1265 1115 670 1115 670 1115 6000 3770 1240 1240 3770 6000 1115 1115 1265 1265 1115 670 1115 1115 1530 1530 200 1070 230 300 480 900 558 100 1058 900 1015 300 1015 900 1058 100 558 900 480 300 230 1070 200 1300 300 480 900 558 100 1058 900 1015 300 1015 1058 100 558 900 480 300 230 1070 200 1500 2260 3105 3095 2260 1800 3560 OPEN DUCT OPEN DUCT 520 200 520 520 200 520 1500 2260 3100 3100 2260 1500 900 ROOM KITCHEN LIVING W,C. BATH 2038 2445 MM 3023 2445 MM 3560 3015 MM WASH 1300X1255 MM 1165X 1030 MM 1015X1030 MM LIVING 3560 3015 MM WASH 1300X1255 MM KITCHEN 2038 2445 MM BATH 1165X 1030 MM W,C. 1015X1030 MM ROOM 3023 2445 MM 3023 2038 2445 1300 1030 1165 1015 1030 3023 2445 2445 2038 1165 10151030 1300 3560 1115 1265 1115 670 1115 1985 720 11151265 1115 1530 200 1070 230 300 480 900 558 100 1058 900 966 300 200 1300 300 480 900 558 100 1058 900 965 1500 2260 3105 3560 520 520 200 3100 2260 1500 3150 200 300 3100 3100 C1 C9 C36 C45 C10 C18 C27 C2 C37 C46 C19 C28 C3 C47 C11 C20 C29 C38 C4 C48 C12 C21 C30 C39 C5 C49 C13 C22 C31 C40 C14 C23 C32 C41 C6 C50 C15 C24 C33 C42 C7 C51 C16 C25 C34 C43 C8 C52 C17 C26 C35 C44 C1 C9 C45 C10 C18 C27 C37 C2 C46 C19 C28 C3 C47 C11 C20 C29 C38 C4 C48 C12 C21 C30 C39 C5 C49 C13 C22 C31 C40 C14 C23 C32 C41 C6 C50 C15 C24 C33 C42 C7 C51 C16 C25 C34 C43 C8 C52 C17 C26 C35 C44 450 2250 450 450 150 450 2250 450 150 LIFT A C F G H I J K L M N O P Q R S T U V W X Y 1 2 3 4 6 5 B D E Z A1 B1 C1 D1 E1 F1 G1 H1 75800 75800 1500 1500 1500 1500 100 150 150 100 150 3150 150 100 150 C36 2445 2445 150 150 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 C' C D' D B B' A A' C31 C14 C13 C6 C40 C41 C33 C7 EXPANSION JOINT 100MM R.C.C WALL 150MM THIK MINIMUM OR AS PER LIFT MANUFACTURE REQUIREMENT 230X230 STUB COL. UP TO LANDING LVL 150 150 230X230 STUB COL. UP TO LANDING LVL 200 C1 C9 C36 C45 C10 C18 C27 C2 C37 C46 C19 C28 C3 C47 C11 C20 C29 C38 C4 C48 C12 C21 C30 C39 C5 C49 C13 C22 C31 C40 C14 C23 C32 C41 C6 C50 C15 C24 C33 C42 C7 C51 C16 C25 C34 C43 C8 C52 C17 C26 C35 C44 C1 C9 C36 C45 C10 C18 C27 C37 C2 C46 C19 C28 C3 C47 C11 C20 C29 C38 C4 C48 C12 C21 C30 C39 C5 C49 C C22 D' C23 D C32 B C50 C15 C24 C42 A C51 C16 C25 C34 C43 C8 C52 C17 C26 C35 C44 5560 2800 10920 1500 3150 1500 10920 3100 10920 1500 3150 1500 10920 2800 5560 2860 1115 1985 1530 1985 1115 2860 5560 2800 10920 6150 10920 1500 100 1500 10920 6150 10920 2800 5560 75800 200 450 450 200 450 200 450 200 450 200 200 450 450 200 200 200 200 450 200 200 450 200 200 200 200 200MM FOR ELECTRICAL CABLES STAIR DETAIL 3150 3150 1500 1500 150 METRE BOX 430 METRE BOX 430 100 330 100 100 100 3315 100 100 330 450 200 200 450 200 200 450 450 450 200 200 200 200 450 200 200 200 200 450 200 450 200 450 200 200 200 200 450 200 450 450 450 200 200 200 200 450 200 200MM FOR ELECTRICAL CABLES STAIR DETAIL 200 1550 300 300 300 300 300 300 300 300 300 3150 3150 320 1500 1500 150 METRE BOX 430 METRE BOX 430 100 330 100 330 200 200 450 450 450 200 200 200 200 450 200 200 200 200 450 200 450 450 450 200 200 200 200 450 200 RAMP WIDTH 1200 MM RAMP WIDTH 1200 MM 1950 X 2150 450 2250 450 2150 1950 LIFT 1950 X 2150 450 2250 450 1950 LIFT 1950 2150 200 200 200 200 2150 1950 2250 450 450 450 150 LIFT TYPICAL FLOOR PLAN 1ST TO 7TH FLOOR R.C.C WALL 150MM THIK MINIMUM OR AS PER LIFT MANUFACTURE REQUIREMENT

PLINTH PLAN C' B' A' 150 150 900 * THIS DRAWING IS THE SOLE PROPERTY OF M/S HIREN A GANDHI & ASSO. A'BAD. IT SHOULD NOT BE USED IN WHOLE OR IN PART WITHOUT OUR WRITTEN CONSENT. * THIS DRAWING IS TO BE READ IN CONJUNCTION WITH OTHER ARCHITECTURAL, STRUCTURAL & ENGINEERING DRAWINGS. * ALL LEVELS, HEIGHTS MENTIONED ARE FROM UNFINISHED FLOOR LEVELS. * ANY DISCREPANCIES IN THE DRAWING SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECT IN WRITING BEFORE STARTING THE EXECUTION OF THE WORK. * ANY CHANGES REQUIRED BY T.D.O. DEPARTMENT, A.M.C. WILL HAVE TO BE IMPLEMENTED AT ANY STAGE BY ALL CONCERNED AND THE ARCHITECTS WILL NOT BE RESPONSIBLE IN ANY WAY FOR THE SAME HOLLOW PLINTH PLAN & TYPICAL FLOOR PLAN HIREN A.GANDHI & ASSOCIATES ARCHITECTS, PLANNERS AND INTERIOR DESIGNERS KA-NUJ,2 MUNICIPAL STAFF CO-OP. HOUSING SOC. B/H. ST.XAVIERS LOYOLA HIGH SCHOOL, MEMNAGAR, AHMEDABAD - 380052, PH.NO.: 079-7910870 FAX NO.:079-7910476. E-MAIL:hgandhi.53@gmail.com MUSKAN LOW COST HOUSING (WORKING DRAWING) ECONOMICALLY WEAKER SECTION HOUSING PROJECT: SITE: AMC HOUSING GOTA F.P. NO.FP 171, T.P.S. 32 F.P. NO: 171 T.P.S. NO: 32 WD-2 25-08-2017 AMC/GOTA/2016 SR.NO. REV. NO. DATE REVISION DETAILS NOTES: * THIS DRAWING IS THE SOLE PROPERTY OF M/S HIREN A GANDHI & ASSO. A'BAD. IT SHOULD NOT BE USED IN WHOLE OR IN PART WITHOUT OUR WRITTEN CONSENT. * THIS DRAWING IS TO BE READ IN CONJUNCTION WITH OTHER ARCHITECTURAL, STRUCTURAL & ENGINEERING DRAWINGS. * ALL LEVELS, HEIGHTS MENTIONED ARE FROM UNFINISHED FLOOR LEVELS. * ANY DISCREPANCIES IN THE DRAWING SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECT IN WRITING BEFORE STARTING THE EXECUTION OF THE WORK. * ANY CHANGES REQUIRED BY T.D.O. DEPARTMENT, A.M.C. WILL HAVE TO BE IMPLEMENTED AT ANY STAGE BY ALL CONCERNED AND THE ARCHITECTS WILL NOT BE RESPONSIBLE IN ANY WAY FOR THE SAME

HOLLOW

SECTION A-A'

GL GL PARKING AREA PARKING AREA D3 V1 W5 W5 V1 D3 ROOM BATH W.C. PASSAGE W.C. BATH ROOM 450 335 600 2885 900 1500 600 450 2100 2100 2885 D3 V1 W5 W5 V1 D3 ROOM BATH W.C. PASSAGE W.C. BATH ROOM 450 335 600 2885 900 1500 600 450 2100 2100 2885 D3 V1 W5 W5 V1 D3 ROOM BATH W.C. PASSAGE W.C. BATH ROOM 450 335 600 2885 900 1500 600 450 2100 2100 2885 D3 V1 W5 W5 V1 D3 ROOM BATH W.C. PASSAGE W.C. BATH ROOM 450 335 600 2885 900 1500 600 450 2100 2100 2885 D3 V1 W5 W5 V1 D3 ROOM BATH W.C. PASSAGE W.C. BATH ROOM 450 335 600 2885 900 1500 600 450 2100 2100 2885 D3 V1 W5 W5 V1 D3 ROOM BATH W.C. PASSAGE W.C. BATH ROOM 450 335 600 2885 900 1500 600 450 2100 2100 2885 D3 V1 W5 W5 V1 D3 ROOM BATH W.C. PASSAGE W.C. BATH ROOM 450 335 600 2885 900 1500 600 450 2100 2100 2885 2750.0000 3200.0000 2750.0000 450.0000 3315.0000 3315 3000 3000 3000 3000 3000 3000 3000 1150 1805 1845 450 450 GL GL 2750.0000 3200.0000 3000.0000 W6 W6 D3 W5 W5 D3 WASH LIVING PASSAGE LIVING WASH 1150 2100 W6 W6 D3 W5 W5 D3 WASH LIVING PASSAGE LIVING WASH 1150 2100 W6 W6 D3 W5 W5 D3 WASH LIVING PASSAGE LIVING WASH 1150 2100 W6 W6 D3 W5 W5 D3 WASH LIVING PASSAGE LIVING WASH 1150 2100 W6 W6 D3 W5 W5 D3 WASH LIVING PASSAGE LIVING WASH 1150 2100 W6 W6 D3 W5 W5 D3 WASH LIVING PASSAGE LIVING WASH 1150 2100 W6 W6 D3 W5 W5 D3 WASH LIVING PASSAGE LIVING WASH 1150 2100 3315 3000 3000 3000 3000 3000 3000 3000 1150 1805 1845

SECTION B-B'

TRADE 300 mm RISER 150mm TRADE 300 mm RISER 150mm TRADE 300 mm TRADE 300 mm TRADE 300 mm WIDTH 1500mm TRADE 300 mm WIDTH 1500mm STAIR DETAIL TRADE 300 mm WIDTH 1500mm TRADE 300 mm RISER 150mm PASSAGE 1530 MM WIDE 935 565 335 950 100 1050 1550 2100 1.15M 565 1150 1285 565 FIRST FLOOR LEVEL SECOND FLOOR LEVEL THIRD FLOOR LEVEL FOURTH FLOOR LEVEL SIXTH FLOOR LEVEL FIFTH FLOOR LEVEL SEVENTH FLOOR LEVEL TERRACE FLOOR LEVEL PARAPET LEVEL 3315 3000 3000 3000 3000 3000 3000 1150 +315 MM LVL 2435 565 PASSAGE 1530 MM WIDE PASSAGE 1530 MM WIDE PASSAGE 1530 MM WIDE PASSAGE 1530 MM WIDE PASSAGE 1530 MM WIDE FOYER PASSAGE 1530 MM WIDE +315 MM LVL 11 13 15 18 MUMPTY LEVEL STAIRCASE CABIN LEVEL 20 EQUAL RISERS 20 EQUAL RISERS 20 EQUAL RISERS 20 EQUAL RISERS 20 EQUAL RISERS 20 EQUAL RISERS 21 EQUAL RISERS 1.15M PARAPET 1.15M PARAPET 100mm THIK PARAPET 100mm THIK PARAPET 100mm THIK PARAPET 100mm THIK 1.15M PARAPET 100mm THIK 320 L I F T W E L L PARKING LVL. GROUND LVL. 3000 W6 W6 W6 W6 W6 W6 W6 GL 100 1200 945 565 2100 445 1665 1710 2545 THEN TERRACE O.H. WATER TANK 100 1050 W6 W6 W6 W6 W6 W6 W6

SECTION D-D'

SECTION C-C' BATH W3 V1 D3 D1 D1 D3 V1 V1 W3 V1 D3 D1 D1 D3 V1 W3 W3 V1 D3 D1 D1 D3 V1 W3 W3 V1 D3 D1 D1 D3 V1 W3 W3 V1 D3 D1 D1 D3 V1 V1 W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH 200 200 200 200 200 200 200 200 200 200 2100 2435 2885 600 585 2100 2885 2435 600 585 2100 2435 2885 2100 2435 2885 CUT OUT CUT OUT CUT OUT CUT OUT 1000 750 450 BATH W3 V1 D3 D1 D1 D3 V1 V1 W3 V1 D3 D1 D1 D3 V1 W3 W3 V1 D3 D1 D1 D3 V1 W3 W3 V1 D3 D1 D1 D3 V1 W3 W3 V1 D3 D1 D1 D3 V1 V1 W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH 200 200 200 200 200 200 200 200 200 200 2100 2435 2885 600 585 2100 2885 2435 600 585 2100 2435 2885 2100 2435 2885 CUT OUT CUT OUT CUT OUT CUT OUT 1000 750 450 BATH W3 V1 D3 D1 D1 D3 V1 V1 W3 V1 D3 D1 D1 D3 V1 W3 W3 V1 D3 D1 D1 D3 V1 W3 W3 V1 D3 D1 D1 D3 V1 W3 W3 V1 D3 D1 D1 D3 V1 V1 W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH 200 200 200 200 200 200 200 200 200 200 2100 2435 2885 600 585 2100 2885 2435 600 585 2100 2435 2885 2100 2435 2885 CUT OUT CUT OUT CUT OUT CUT OUT 1000 750 450 BATH V1 D3 D1 D1 D3 V1 V1 V1 D3 D1 D1 D3 V1 V1 D3 D1 D1 D3 V1 V1 D3 D1 D1 D3 V1 V1 D3 D1 D1 D3 V1 V1 W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH 200 200 200 200 200 200 200 200 200 200 2100 2435 2885 600 585 2100 2885 2435 600 585 2100 2435 2885 2100 2435 2885 CUT OUT CUT OUT CUT OUT CUT OUT 1000 750 450 BATH V1 D3 D1 D1 D3 V1 V1 V1 D3 D1 D1 D3 V1 V1 D3 D1 D1 D3 V1 V1 D3 D1 D1 D3 V1 V1 D3 D1 D1 D3 V1 V1 W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH 200 200 200 200 200 200 200 200 200 200 2100 2435 2885 600 585 2100 2885 2435 600 585 2100 2435 2885 2100 2435 2885 CUT OUT CUT OUT CUT OUT CUT OUT 1000 750 450 BATH V1 D3 D1 D1 D3 V1 V1 V1 D3 D1 D1 D3 V1 V1 D3 D1 D1 D3 V1 V1 D3 D1 D1 D3 V1 V1 D3 D1 D1 D3 V1 V1 W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH 200 200 200 200 200 200 200 200 200 200 2100 2435 2885 600 585 2100 2885 2435 600 585 2100 2435 2885 2100 2435 2885 CUT OUT CUT OUT CUT OUT CUT OUT 1000 750 450 BATH W3 D3 D3 W3 D3 D3 W3 W3 D3 D3 W3 W3 D3 D3 W3 W3 D3 D3 W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH BATH W.C. LIVING LIVING W.C. BATH 200 200 200 200 200 200 200 200 200 200 2100 2435 2885 600 585 2100 2885 2435 600 585 2100 2435 2885 2100 2435 2885 CUT OUT CUT OUT CUT OUT CUT OUT 1000 750 450 2750 PARKING AREA PARKING AREA PARKING AREA O.H.W.T. Q.H.W.T. 200 200 200 3315 3000 3000 3000 3000 3000 3000 3000 1150 1805 1845 GL 1500 1500 SECTIONS HIREN A.GANDHI & ASSOCIATES ARCHITECTS, PLANNERS AND INTERIOR DESIGNERS KA-NUJ,2 MUNICIPAL STAFF CO-OP. HOUSING SOC. B/H. ST.XAVIERS LOYOLA HIGH SCHOOL, MEMNAGAR, AHMEDABAD 380052, PH.NO.: 079-7910870 FAX NO.:079-7910476. E-MAIL:hgandhi.53@gmail.com MUSKAN LOW COST HOUSING (WORKING DRAWING) ECONOMICALLY WEAKER SECTION HOUSING PROJECT: SITE: AMC HOUSING GOTA F.P. NO.FP 171, T.P.S. 32 F.P. NO: 171 T.P.S. NO: 32 WD-4 25-08-2017 AMC/GOTA/2016

REV. NO. DATE REVISION DETAILS NOTES: * THIS DRAWING IS THE SOLE PROPERTY OF M/S HIREN A GANDHI & ASSO. A'BAD. IT SHOULD NOT BE USED IN WHOLE OR IN PART WITHOUT OUR WRITTEN CONSENT. * THIS DRAWING IS TO BE READ IN CONJUNCTION WITH OTHER ARCHITECTURAL, STRUCTURAL & ENGINEERING DRAWINGS.

ALL LEVELS, HEIGHTS MENTIONED ARE FROM UNFINISHED FLOOR LEVELS.

ANY DISCREPANCIES IN THE DRAWING SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECT IN WRITING BEFORE STARTING THE EXECUTION OF THE WORK.

ANY CHANGES REQUIRED BY T.D.O. DEPARTMENT, A.M.C. WILL HAVE TO BE IMPLEMENTED AT ANY STAGE BY ALL CONCERNED AND THE ARCHITECTS WILL NOT BE RESPONSIBLE IN ANY WAY FOR THE SAME

SR.NO.

NOTES

* This drawing is the sole property of M/s Hiren A Gandhi & Asso. A'bad. It should not be used in whole or in part without our written consent.

* This drawing is to be read in conjunction with other architectural, structural & engineering drawings.

* All levels, heights mentioned are from unfinished floor levels.

* Any discrepancies in the drawing should be brought to the notice of the architect in writing before starting the execution of the work.

* Any changes required by t.d.o. department, a.m.c. will have to be implemented at any stage by all concerned and the architects will not be responsible in any way for the same.

*Dimensions are to be read and NOT to be measured

REVISIONS

Rev. Drawing Name and No. Date

PROJECT

AMC HOUSING

GOTA T.P.S NO-32

F.P.-171

TITLE

Typical Kitchen Details for Platform and Otla

ARCHITECT

HIREN A.GANDHI & ASSOCIATES.

Architects, planners and interior designers Ka-nuj,2 Municipal Staff Co-op. Housing soc. b/h. St.Xaviers Loyola High School, Memnagar, Ahmedabad380052, Ph.no.: 079-7910870 Fax No.:079-7910476. E-mail:hgandhi.53@gmail.com

DRAWING DETAILS

DWG.NO

SCALE

JOB NO

DATE

DEALT

: GOTA_171_KIT_DT_01

: As Shown

: AMC/GOTA/2016

: 14.11. 2017

: MUSKAN

FP NO. 176 AMC ALLOTTED PLOT OF(PURPOSEOFPLOTSEWSH) TPSN0.32(GOTA)

BOUNDARY TO BE REMOVED

ADJ.F.P.NO.2

FP NO. 62 AMC ALLOTTED PLOT OF(PURPOSEOFPLOTSEWSH) TPSNO.31(GOTA)

ADJ. F.P.NO. 61 (SCHOOL)

ADJ. F.P.NO. 129 30 M WIDE TPS ROAD 18 M WIDE TPS ROAD ADJ.

1 147.00 89.25 7.47 4.91 4.91 49.13 51.30 33.17 60.63 2.52 9.61 78.10

F.P.NO.

LAYOUT SHOWING AMALGAMATION OF FINAL PLOTS

2.65 2.785 2.65 2.785 A A 2.65 2.785 2.65 2.785 A 2.65 2.785 2.650 2.785 A PARAPET B B 3.45 3.57 4.58 ASHOLLOWPLINTHPARKING PER PARKING LAYOUT ASHOLLOWPLINTHPARKING PER PARKING LAYOUT ASHOLLOWPLINTHPARKING PER PARKING LAYOUT ASHOLLOWPLINTHPARKING PER PARKING LAYOUT ASHOLLOWPLINTHPARKING PER PARKING LAYOUT ASHOLLOWPLINTHPARKING PER PARKING LAYOUT ASHOLLOWPLINTHPARKING PER PARKING LAYOUT ASHOLLOWPLINTHPARKING PER PARKING LAYOUT ASHOLLOWPLINTHPARKING PER PARKING LAYOUT ASHOLLOWPLINTHPARKING PER PARKING LAYOUT G.T. G.T. I.C. G.T. I.C. I.C. I.C. I.C. G.T. I.C. I.C. I.C. I.C. FOYERLVL+0.15 WIDE PATHWAY WITH SLOPE 1:12 RAMP G.T. G.T. G.T. G.T. G.T. G.T. G.T G.T G.T. TREADSTAIRDETAIL 0.30 SER WIDTH 1 2.20 G.T. G.T. G.T. G.T. G.T. 1.50 1.50 3.450 1.43 1.60 1.43 6.35 1.60 1.43 1.60 2.63 1.60 1.43 1.60 1.43 2.63 1.54 1.43 6.010 1.60 3.15 1.445 0.45 2.30 0.45 2.30 6.010 1.60 C 2.25 1.430 1.60 G.T. I.C. G.T. G.T. HOLLOW PLINTH PARKING PER PARKING LAYOUT HOLLOW PLINTH PARKING PER PARKING LAYOUT HOLLOW NTH PARKING AS PER PARKING LAYOUT HOLLOW PLINTH PARKING AS PARKIN LAYOUT HOLLOW PLINTH PARKING S PER PARKING LAYOUT 1.430 1.60 2.78 2.65 2.78 2.65 2.78 2.65 2.78 2.65 1.430 1.60 1.4301.60 G.T 15 HT. PARAP 1.50 1.50 4.345 3.15 0.60 6.375 4 DETAIL TREARISERFOYER B 2.20 PATHWAYWIDE RAMP1:12SLOPEWITH G.T. 1.60 1.445 0.45 2.30 2.30 1.60 D E 2.25 1.60 G.T. I.C. HOLLOW PLINTH PARKING PER PARKING LAYOUT HOLLOW PARKING PER PARKING LAYOUT HOLLOW PLINTH PARKING PARKING LAYOUT HOLLOW PLINTH PARKING PER PARKING LAYOUT HOLLOW PARKING PER PARKING LAYOUT 1.60 2.78 2.78 2.78 2.78 1.601.430 1.601.430 PARAPET 1.50 1.50 1.50 3.15 4.345 3.15 0.60 6.375 STAIR DETAIL FOYER B 2.20 WIDEPATHWAY WITHSLOPE1:12RAMP 7.5MWIDEINTERNALROAD 7.5 M THICK PLANTATION 81.44 SQ.M 6.00 3.00 3.02 ADJ. F.P.NO. 129 30 M WIDE 18 M WIDE TPS ROAD 7.5MWIDE INTERNALROAD BLOCK-1 BLOCK-3 BLOCK-4 BLOCK-5 BLOCK-6 MH MH MH MH 16 18 22 MAIN ENTRANCE G.T. .T. G.T. 7.50 RAINWATERSTORAGEU.G.W. TANK TEATED U.G.W.TANK RAINWATERSTORAGEU.G.W. TANK TEATED U.G.W.TANK PW PW 89.25 4.91 4.91 51.30 ELECTRICALSUBSTATION 6.74 DUCT DUCT 1.430 1.60 G.T. I.C. G.T. 1.430 2.63 B G.T. G.T. 2.650 2.7 2.650 ASHOLLOWPLINTHPARKING PER PARKING LAYOUT ASHOLLOWPLINTHPARKING PER PARKING LAYOUT I.C. 5 G.T. G.T. G.T. G.T. G.T. G.T. G.T. G.T. G.T. I.C. G.T. G.T. I.C. G.T. G.T. G.T. I.C. G.T. G.T G.T. G.T. G.T. G.T. I.C. I.C. I.C. I.C. I.C. I.C. G.T. G.T. G.T. G.T. G.T. G.T. I.C. G.T. G.T. G.T. G.T. G.T. G.T. G.T. I.C. G.T. G.T. G.T. G.T. G.T. G.T. G.T. G.T. I.C. I.C. I. .T. G.T. G.T. G.T. G.T. C. G.T. G. G.T. G.T. G.T. I.C. G.T. G.T. G.T. G.T. G.T. G.T. G.T. G.T. I.C. G.T. G.T. G.T. G.T. G.T. G.T. G.T. G.T. I.C. G.T. G.T. G.T. G.T. G.T. G.T. 8.43 39.76 17.15 8.43 6.80 7.52 3.00 7.50 3.00 3.00 7.50 4.00 4.01 4.00 4.00 6.00 6.00 72.46 4.67 3.00 3.003.00 3.00 6.00 6.00 6.00 3.00 3.00 3.01 3.00 6.00 MH MH MH MH MH MH I.C.-2 MH I.C.-1 MH MH MH MH MH MH MH MH MH MH MH MH 11 12 14 24 25 26 MH MH MH MH MH MH MH MH MH MH MH G.T. G.T. I.C. MH G.T. G.T. I.C. MH .785 1.430 1.600 3.450 3.545 1.430 1.600 1.600 1.600 1.430 1.600 6.310 1.600 2.63 1.440 7.830 1.600 3.160 14.150 2.630 I.C. G.T. G.T. T. I.C. G. I.C. 2.7852.650 2.6502.785 A 2.7852.650 2.650 2.785 2.20 PATHWAYWIDE RAMP1:12SLOPEWITH HOLLOW NTH ARKING AS PARKING LAYOU HOLLOW PLINTH PARKING AS PER PARKING LAYOUT HOL OW PLINTH ARKING AS PER PARKING LAYOU OLLOW PLINTH PARKING PER PARKING LAYOUT HOL OW PLINTH A KING AS PER PARKING LAYOUT HOLLOW PLINTH PARKING AS PER PARKING LAYOUT 1.80 3.45 PARAPET 3.450 1.50 .50 50 0.60 1.725 1.72 2.030 .45 F B E E 36.79 .50 I.C C. G.T. MH MH MH I.C. THICK PLANTATION 103.07SQ.M THICK PLANTATION 145.70SQ.M THICK PLANTATION 100.96SQ.M 1 2 8.39 20.28 6.06 20.15 2.94 35.39 34.73 2.94 6.35 14.24 14.15 16.22 8.04 5.81 21.04 5.52 6.00 4.03 51.99 3.08 COMMON PLOT 666.40AREA= SQ.M 32.91 16.02 33.96 8.17 15.52 9.56 35.01 19 20 21 23 DTOD COLLECTION PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT AUTODESK EDUCATIONAL PRODUCT

PLAN SHOWING PROPOSED EWS HOUSINGRESIDENTIAL BUILDING ON AMALGAMATED PLOTS i.e., F.P NO. 62 OF TPS NO.31(GOTA) PRELIMINARY SANCTIONED + F.P NO. 176 OF TPS NO.32 (GOTA) PRELIMINARY SANCTIONED (MOJE-GOTA, TALUKA: GHATLODIYA, DIST: A'BAD.) FOR A.M.C.

            

ZONE :- AS PER RDP 2021 RESIDENTIAL-1 ( ONE )R1 (AMC ALOTTED PLOT FOR PURPOSE-SEWSH) & FOR SEWSH (F.S.I -3 AS PER EWSH )           

COMMON PLOT 384.95AREA= SQ.M M WIDE INTERNAL ROAD WIDE TPS ROAD ADJ. F.P.NO. 61 7.5MWIDE INTERNALROAD BLOCK-2 BLOCK-3 MH MH G.T. G.T. I.C. I.C. G.T. I.C. G.T. G.T. G.T. G.T. I.C. I.C. I.C. 7.50 PW 147.00 78.10 7.47 2.52 49.13 DUCT DUCT DUCT DUCT DUCT 3.450 PARAPET G.T. G.T. 1.430 1.60 C C 2.630 F 3.450 B 1.60 1.430 1.60 1.430 G.T. G.T. 1.430 1.60 B G.T. G.T. G.T. G.T. G.T. 2.650 2.785 2.650 2.785 2.650 2.980 2.785 2.980 ASHOLLOWPLINTHPARKING PER PARKING LAYOUT ASHOLLOWPLINTHPARKING PER PARKING LAYOUT ASHOLLOWPLINTHPARKING PER PARKING LAYOUT ASHOLLOWPLINTHPARKING PER PARKING LAYOUT ASHOLLOWPLINTHPARKING PER PARKING LAYOUT 1.500 1.500 TREADSTAIRDETAIL 0.300 RISER 0.150 WIDTH 1500 2.20 WIDE PATHWAY WITH SLOPE 1:12 RAMP I.C. I.C. I.C. I.C. 56.843 4 I.C. G.T. G.T. G.T. G.T. G.T. G.T. G.T. I.C. G.T. G.T. G.T. G.T. G.T. G.T. G.T. I.C. G.T. G.T. G.T. G.T. I.C. G.T. G.T. G.T. G.T. 18.83 28.65 8.15 30.43 7.50 3.02 3.03 3.99 5.56 3.00 3.00 3.00 4.00 MH MH MH MH 1.600 1.430 I.C. B PLANTATION THICK PLANTATION 210.40SQ.M 14.24 7.93 10.57 18.26 12.60 18.15 3 22.09 6.91 8.69 10.35 3.08 AMC EWS AFFORDABLE HOUSING PROJECT

ENGINEER ARCHITECT / ENGINEER AUTHORITY SCALE :1:250

OF THE CONSTRUCTION-RESIDENCE (DWELLING-3)

AHMEDABAD MUNICIPAL CORPORATION CLERK OF WORK SITE LAYOUT PLAN BLOCK N0 : 1-7 

NOTES:1. ENGINEER IS FULLY RESPONSIBLE FOR LEAVING OPEN SPACE AND MARGIN. 2. THE DEPTH AND POSITION OF EXISTING MUNICIPAL MANHOLE IS VERIFIED BY ME ON SITE AND PREMISES CAN GET DRAINAGE CONNECTION 3. IT IS CERTIFY THAT ACCORDING TO GDCR 2021 ALL REQUIREMENTS OF THE BUILDING ARE CHECKED AND NECESSARY ACTIONS ARE TAKEN. 4. IT IS CERTIFY THAT ACCORDING TO THE CLAUSE NO.4,5,3 OF THE GDCR 2021, THE STRUCTURE OF THE BUILDING IS DESIGN AS PER THE NORMS OF THE INDIAN STANDARDS. 5. DESIGN OF STAIRCASE AND RAILING IS PROVIDED AS PER THE THE PROVISION OF THE CLAUSE NO. 23.1.12 AND 23.14 AND 24.6 F GDCR 2021 6.PEDESTRIANS RAMP IS PROVIDED AS PER THE PROVISION OF THE CLAUSE NO.OF GDCR 2021. 7.LIFT IS PROVIDED AS PER THE PROVISION OF THE CLAUSE NO.24.7 OF GDCR 2021. 8.WATER TANK IS PROVIDED AS PER THE PROVISION OF THE CLAUSE NO.23.6 OF GDCR 2021. 9. SEPARATE LETTER BOX IS PROVIDED AT GROUND LEVEL FOR EACH UNIT 10. WATER TANK FOR FIRE SAFETY REQUIREMENT PROVIDED AS PER CHAPTER NO. 24 OF GDCR 2021. 11. ELECTRICAL INFRASTRUCTURE SHALL BE PROVIDED AS PER CLAUSE NO.23.11. 12. DRINKING WATER FACILITY FOR DISABLED PERSONS IS PROVIDED AS PER THE CLAUSE NO.23.6.2 13. SIGNAGES OF THE PARKING PLACE IS TO BE PROVIDED AS PER THE CLAUSE NO. 23.7 OF THE GDCR 2021. 14. ENTRANCE OF THE BUILDING IS PROVIDED AS PER THE CLAUSE NO. 23.1.7 OF GDCR 2021. 15. THE PAVING OF BUILDING UNIT/FINAL PLOT AS PER THE PROVISION OF THE CLAUSE NO. 23.1.4 OF GDCR 2021. 16. THE STRUCTURE OF THE BUILDINGS IS AS PER THE NORMS OF THE SPECIFIED IN THE INDIAN STANDARD AND TAKEN NECESSARY ACTION FOR THE STRUCTURAL SAFETY DURING THE CONSTRUCTION. 17. RAIN WATER STORAGE TANK AND RAIN WATER HARVESTING SYSTEM IS PROVIDED AS PER THE CLAUSE NO. 27.2 OG GDCR.2021. 18. COMMUNITY BIN PROVIDED S PER THE PROVISION OF THE CLAUSE NO.27.2 OF GDCR.2021. 19. TREE PLANTATIONS IS PROVIDED AS PER THE PROVISION OF THE CLAUSE NO.27.5 OF GDCR 2021. 20. MAINTENANCE AND UPREDATIONS OF BUILDING IS AS PER THE CHAPTER NO.29 OF GDCR .2021. MALARIA STAFF. REQD. 1 PERCOLATING 4000 SqMt. OF 10084 PLOT AREA PROVIDED 3 PERCOLATING WELL FOR 10084 SqMt. OF PLOT AREA 0.10Ø RAIN WATER PIPE PROVIDED @ 40% OF ROOF AREA, ON TERRACE LVL. TO G.F. LVL. AS PER G.D.C.R. NO. 17.14 A PERMANENTLY FIXED IRON LADDER TO ENABLE INSPECTION BY ANTY COVER AND EVERY TANK MORE THAN 1.5 Mt. IN HEIGHT SHALL BE PROVIDED MOSQUITO PROOF CONDITION BY PROVIDING A PROPERLY FITTING HINGED THE WATER STORAGE TANK SHALL BE MAINTAINED THAT PERFACTLY THE AREA STATED IN DOCUMENT OF OWNERSHIP TOWN PLANNING RECORD. AREA AS MEASURE ON SITE AND THE AREA SO WORKED OUT TALLIES WITH ON _________ AND THE DIMENSIONS OF SIDES Etc.OF PLOT STATE ON PLAN CERTIFIED THAT THE PLOT UNDER REFERENCE WAS SURVEYED BY ME THE PREMISES CAN GET CONNECTION AS PER PLAN. THE DEPTH & POSITION OF EXI. M.H. IS CHECKED & VERIFIED BY ME. ENGINEER IS FULLY RESPONSIBLE FOR LEAVING MARGINAL OPEN SPACE AND ROAD LINE PORTION. CERTIFICATE/NOTES IT IS CERTIFY THAT THE PLOT IS SURVEYED BY ME ON ALL DIMENSION SITES SHAPE AND ARE SHOWN ON PLAN AREA TALLIES WITH SITE POSITION OF OCCURRENCE AS AN ENGlNEER, AM FULLY RESPONSIBLE FOR THAT. AS AN ENGINEER CERTIFY THAT ALL REQUIREMENTS UNDER G.D.C.R CL. 4.2.2 HAS BEEN VARIFIED BY ME AND THE SITE LAND) IS SUITABLE FOR PROPOSED CONSTRUCTION. THE PLOT DIMENSIONS AS SHOWN IN THE PLAN CORRESPONDS. WITH THE SITE. REQUIRED 152 TREES FOR 10084 SqMt. OF PLOT AREA REQD. 3 TREE PER 200 SqMt. OF PLOT AREA PROVIDED 152 TREES FOR 10084 SqMt. OF PLOT AREA ALL DIMENSIONS ARE IN METRE. NOTES » COMMUNITY DUST BIN FOR RESIDENCE REQ.= 10 LITERS PER 1 UNITS 80 LITERS CAPACITY 5880/80 = 73.5 SAY. 74 COMMUNITY DUST BIN FOR 80 LITERS REQUIRED = 74 COMMUNITY DUST BIN 588 X 10 5880.00 LITERS PROVIDED 74 DUST BIN TOTAL PROVIDED RESIDENCE 74 OF BIN 80.00 LIT 10084 200 X 3 = 151.26SAY 152 SQM READ 10084 4000 = 2.521 SAY READ 3 N0S SHEET NO. 1/13 PROP. WORK PLOT BOUNDARY ROAD PROP. DRAINAGE COMMON PLOT PERCOLATION WELL DUST BIN TREE KEY PLAN N 129 5 6 3 7 64 NC 59 SEWSH 13 63 SEWSH 2 14 18 62 SEWSH 1 17 61 SCHOOL 15 16 19 20 169 NC 130 131 132 133/1 133/2 128/1 128/2 FP-176 (SEWSH) GOTA 30M 127 135 136/2 163 SCHOOL 137 139 136/1 164 PG 18M 121/2 126/1 137 125/1 125/2 TP- 32

STRUCTURE

USE

OWNER-

GL GL TYP. COL. FOUNDATION SECTION D X L R.C.C COLUMN. PCC PEDESTAL TIE BEAM COL. STEEL COL. RING STEEL STEEL AS PER STRL. DETAIL TYPE NOS AREA IN SQ.MTS 1 2 3 1145.70 103.07 100.96 TOTAL 4 5 210.40 81.44 641.57 1 1 1 1 SIZE 1/2 (21.04X8.04) + 1/2(21.04X5.81) (35.39+34.73)X2.94X0.5 1/2(16.22X5.54) + 1/2(6.91X16.22) 1/2(22.09X8.69) + 1/2(10.36X22.09) (6.58+2.38)0.5X18.18 TYPE NOS AREA IN SQ.MTS 1 1 386.48 TOTAL 1052.88 SQ.MTS 2 666.40 1 SIZE (8.15+18.83)X0.5X28.65 (15.52+8.17) X 33.96 X 0.5 +(9.56+5.53) X 35.01 X 0.5 FLOOR GROUND 1st 2nd 3rd 4th 5th TOTAL 6th 7th 422.78 2959.46 497.35 3481.45 BLOCK 1BLOCK 2BLOCK 3BLOCK 4BLOCK 5BLOCK 6BLOCK 7 283.70 1985.90 3933.65 561.95 283.70 1985.90 380.86 2666.02 TOTAL 2992.29 20946.03 283.70283.70 283.70283.70 283.70283.70 283.70283.70 283.70283.70 283.70283.70 422.78 422.78 422.78 422.78 422.78 422.78 497.35 497.35 497.35 497.35 497.35 497.35 561.95 561.95561.95 561.95561.95 561.95561.95 561.95561.95 561.95561.95 561.95561.95 3933.65 380.86 380.86 380.86 380.86 380.86 380.86 2992.29 2992.29 2992.29 2992.29 2992.29 2992.29 FLOOR GROUND 1st 2nd 3rd 4th 5th TOTAL 6th 7th 422.78 2959.46 497.35 3481.45 BLOCK 1BLOCK 2BLOCK 3BLOCK 4BLOCK 5BLOCK 6BLOCK 7 283.70 1985.90 3933.65 561.95 283.70 1985.90 380.86 2666.02 TOTAL 2992.29 20946.03 283.70283.70 283.70283.70 283.70283.70 283.70283.70 283.70283.70 283.70283.70 422.78 422.78 422.78 422.78 422.78 422.78 497.35 497.35 497.35 497.35 497.35 497.35 561.95 561.95561.95 561.95561.95 561.95561.95 561.95561.95 561.95561.95 561.95561.95 3933.65 380.86 380.86 380.86 380.86 380.86 380.86 2992.29 2992.29 2992.29 2992.29 2992.29 2992.29 FLOOR GROUND 1st 2nd 3rd 4th 5th TOTAL 6th 7th USE RESI. RESI. RESI. RESI. RESI. 12 84 12 12 12 12 EQ. TENA PARKING RESI. RESI. BLOCK 1 12 12 USE RESI. RESI. RESI. RESI. RESI. 14 98 EQ. TENA PARKING RESI. RESI. BLOCK 2 USE RESI. RESI. RESI. RESI. RESI. 16 112 EQ. TENA PARKING RESI. RESI. BLOCK USE RESI. RESI. RESI. RESI. EQ. TENA RESI. RESI. BLOCK 4 USE RESI. RESI. RESI. RESI. RESI. 8 56 EQ. TENA PARKING RESI. RESI. BLOCK 5 USE RESI. RESI. RESI. RESI. RESI. EQ. TENA PARKING RESI. RESI. BLOCK USE RESI. RESI. RESI. RESI. RESI. EQ. TENA PARKING RESI. RESI. BLOCK 7 TOTAL 8 56 10 70 10 10 10 10 10 10 PARKING+ RESI. USE TENA BLOCK ELECTRICAL SUBSTATION 112 84 PARKING+ RESI. PARKING+ RESI. PARKING+ RESI. PARKING+ RESI. PARKING+ RESI. PARKING+ RESI. RESI. PARKING 16 16 16 16 16 16 16 16 16 16 16 16 16 14 14 14 14 14 14 8 8 8 8 8 8 8 8 8 8 8 8 84 84 84 84 84 84 588 RESI. = 588 NOS. FLOOR GROUND 1st 2nd 3rd 4th 5th TOTAL 6th 7th TOTAL 569.06 4609.80 42.57 19.61 40.51 16.81 5507.14 4021.80 284.31 32409.79 OWHT BLOCK 1BLOCK 2BLOCK 3 BLOCK 4 BLOCK 5BLOCK 6BLOCK 7BLOCK 8 36.58 11.19 119.90 3153.53 388.22 749.82 43.78 23.55 40.51 14.00 680.62 6065.89 388.22 3809.15 469.33 4013.24 STAIR CABIN+LIFT+LADDER 749.82 26.71 18.15 44.86 569.06 569.06 569.06 569.06 569.06 569.06 569.06 388.22388.22 388.22388.22 388.22388.22 388.22388.22 388.22388.22 388.22388.22 388.22388.22 36.58 11.19 3995.09 680.62 680.62 680.62 680.62 680.62 680.62 680.62 749.82 749.82 749.82 749.82 749.82 749.82 749.82 749.82 749.82 749.82 749.82 749.82 749.82 749.82 43.78 23.55 6065.89 3153.53 469.33 469.33 469.33 469.33 469.33 469.33 469.33 3995.09 3995.09 3995.09 3995.09 3995.09 BOUNDARY TO BE REMOVE T.P.S BOUNDARY PRODUCED BY AN AUTODESK PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1.0x1.0 W.C. 1.3x1.0 BATH W1 W2 W3 D2 V1 D2 D2 V1 V1 ROOM .23 .115 .23 .23 .23 .115 .115 .115 .115 .45 m W.S. L.L .45 m W.S. at D2 1.15 HT. PARAPET W2 .23 .23 .115 .23 W1 ROOM W3 .115 1.0x1.0 W.C. V1 V1 1.3x1.0 BATH D2 D2 .23 .23 .115 .115 .115 D2 D1 W3 .23 .45 m W.S. at L.L .45 m W.S. L.L V1 V1 V1 1.3x1.0 BATH D2 1.0x1.0 W.C. D2 .23 .23 .115 .115 D1 W3 .23 .115 W1 ROOM W3 .115 D2 W2 .23 .23 .23 D2 1.15 HT. PARAPET .45 m W.S. at L.L .45 W.S. at L.L .23 .115 .115 W2 .23 .23 .115 W1 ROOM W3 .115 D2 .23 V1 1.3x1.0 BATH D2 V1 1.0x1.0 W.C. D2 V1 .45 m W.S. .45 W.S. at L.L 1.8 M WIDE PASSAGE A A B B 1.15 M HT.PARAPET 1.15 M HT. 14.150 110 210 310 410 510 610 710 111 211 311 411 511 611 711 1.600 35.03 Sq.mt. 35.03 Sq.mt. 34.51 34.51 4.575 1.600 1.430 1.600 2.650 2.785 2.650 2.785 1.430 1.600 1.800 1.80 4.575 PROVIDED VISITOR'S PARKING FOR RESI. LIFT 1.65x1.65 LIFT 1.65x1.65 3.450 1.15 M HT. PARAPET L 1.500 1.500 STAIR DETAIL TREAD :- 0.300 RISER :- 0.150 WIDTH :- 1500 6.957 1.500 19.70 3.40 8.28 6.55 1 3 4 5 6 12 11 3.57 2 DRIVEWAY 2.500 M FOYER LVL +0.15 2.20 M WIDE PATHWAY WITH SLOPE 1:12 RAMP 6.30 7 14.15 6.18 10 8 13 PROVIDED VISITOR'S PARKING FOR RESI. 9 6.58 6.57 3.44 7.98 8.28 3.400 3.33 13.15 7.010 14.150 8.21 DRIVEWAY 2.000 M 5.87 5.87 5.87 3.450 3.21 6.18 3.13 1.65X1.65 M LIFT 1.650 1.650 14.150 56.84 PERSON CAPACITY 6 PERSON CAPACITY R.W.P SLOPE SLOPE SLOPE SLOPE SLOPE R.W.P SLOPE SLOPESLOPE SLOPESLOPE DUCT 0.23 MT. THK. 1.15 MT.HT. PARAPET 0.23 MT. THK. 1.15 MT.HT. PARAPET WALL 0.23 MT. THK. 1.15 MT.HT. PARAPET WALL RIDGE LINE DUCT TERRACE 0.23 MT. THK.BRICK WALL RIDGE LINE 14.150 110 310 410 510 610 710 311 411 511 611 711 210 111 211 35.03 Sq.mt. 34.51 Sq.mt. 34.51 Sq.mt. 4.575 5.260 5.260 1.430 1.600 4.575 1.800 14.150 1.325 1.325 1.325 1.325 3.015 6.690 6.575 35.03 Sq.mt. 1.600 1.430 6.690 6.575 6.175 6.175 6.175 1.800 1.430 5.260 5.260 3.015 DUCT DUCT DUCT DUCT DUCT DUCT DUCT LIFT 1.65x1.65 LIFT 1.65x1.65 3.450 1.430 1.60 B 1.15 HT. PARAPET G.T. I.C. G.T. G.T. 1.60 G.T. 1.430 1.430 1.60 B B C C C D 13.150 5.945 1.430 3.450 2.630 1.600 1.600 1.600 2.630 1.600 2.630 1.600 1.600 1.430 B E B F 3.450 B 3.565 1.60 1.430 1.60 1.430 G.T. G.T. G.T. 1.430 1.60 B G.T. G.T. G.T. G.T. G.T. G.T. G.T. I.C. G.T. I.C. 2.650 2.785 2.650 2.785 2.650 2.785 2.650 2.785 2.650 2.785 2.980 2.785 2.980 2.785 HOLLOW PLINTH PARKING AS PER PARKING LAYOUT HOLLOW PLINTH PARKING AS PER PARKING LAYOUT HOLLOW PLINTH PARKING AS PER PARKING LAYOUT HOLLOW PLINTH PARKING AS PER PARKING LAYOUT HOLLOW PLINTH PARKING AS PER PARKING LAYOUT HOLLOW PLINTH PARKING AS PER PARKING LAYOUT HOLLOW PLINTH PARKING AS PER PARKING LAYOUT I L 1.500 1.500 STAIR DETAIL TREAD :- 0.300 RISER 0.150 WIDTH :- 1500 6.957 4.430 2.525 1.500 G.T. G.T. FOYER 2.20 M WIDE PATHWAY WITH SLOPE 1:12 RAMP I.C. I.C. 14.15 56.84 1.65X1.65 M LIFT 1.650 1.650 MH MH MH MH I.C. G.T. G.T. G.T. G.T. G.T. G.T. G.T. G.T. I.C. G.T. G.T. G.T. G.T. G.T. G.T. G.T. G.T. I.C. G.T. G.T. G.T. G.T. G.T. G.T. G.T. G.T. MH MH MH I.C. I.C. I.C. I.C. I.C. 6 PERSON CAPACITY 6 PERSON CAPACITY 6 PERSON CAPACITY UNIT BUILT UP CALC. 6.805X 6.175= 42.02 SQ.MT. LESS 1.43 X1.60 = 2.29 1.44 X3.015 = 4.34 6.63 42.02 - 6.63 =35.39 SQ.MT. 101 201 301 401 501 601 701 103 203 303 403 503 603 703 105 205 305 405 505 605 705 106 206 306 406 506 606 706 UNIT BUILT UP CALC. 6.69 X 6.175= 41.31 SQ.MT. LESS 1.43 X 1.60 = 2.29 1.325 X 3.015 = 3.99 6.28 41.31 - 6.28 = 35.03 SQ.MT. 107 104 204 304 404 504 604 704 207 307 407 507 607 707 210 310 410 510 610 710 110 211 311 411 511 611 711 111 214 314 414 514 614 714 114 UNIT BUILT UP CALC. 6.575X 6.175= 40.60 SQ.MT. LESS 1.315X1.60 = 2.10 1.325X3.015= 3.99 6.09 40.60 - 6.09 = 34.51 SQ.MT. 109 209 309 409 509 609 709 212 312 412 512 612 712 112 213 313 413 513 613 713 113 108 208 308 408 508 608 708 UNIT BUILT UP CALC. 6.69 X 6.175= 41.31 SQ.MT. LESS 6.44 41.31 - 6.44 =34.87 SQ.MT. 102 202 302 402 502 602 702 1.44 X3.015= 4.34 1.315X1.60 = 2.10 1ST.FL. 101 102 103 104 105 2ND.FL. 201 202 203 204 205 5TH.FL. 501 502 503 504 505 206 106 506 207 107 507 108 508 35.39 3RD.FL. 301 302 303 304 305 UNIT BUILTUP AREA TABLE 4TH.FL. 401 402 403 404 405 406 306 407 408 307 308 FLOOR UNIT NO. UNIT B/A FLOOR UNIT NO. UNIT B/A FLOOR UNIT NO. UNIT B/A 208 109 309 110 310 209 210 409 410 7TH.FL. FLOOR UNIT NO. 6TH.FL. 601 602 603 604 605 606 607 608 509 510 609 610 111 112 311 511 512 211 212 411 412 611 612 113 114 213 214 312 313 314 413 414 513 514 613 614 701 702 703 704 705 706 707 708 709 710 711 712 713 714 35.39 35.39 34.86 34.50 34.50 34.50 34.50 34.50 35.03 35.03 35.03 35.03 35.03 35.39 35.39 35.39 34.86 34.50 34.50 34.50 34.50 34.50 35.03 35.03 35.03 35.03 35.03 35.39 35.39 35.39 34.86 34.50 34.50 34.50 34.50 34.50 35.03 35.03 35.03 35.03 35.03 35.39 35.39 35.39 34.86 34.50 34.50 34.50 34.50 34.50 35.03 35.03 35.03 35.03 35.03 35.39 35.39 35.39 34.86 34.50 34.50 34.50 34.50 34.50 35.03 35.03 35.03 35.03 35.03 35.39 35.39 35.39 34.86 34.50 34.50 34.50 34.50 34.50 35.03 35.03 35.03 35.03 35.03 35.39 35.39 35.39 34.86 34.50 34.50 34.50 34.50 34.50 35.03 35.03 35.03 35.03 35.03 1ST FLOOR TO 7TH FLOOR PLAN STAIR CABIN & OPEN TERRACE FLOOR PLAN UNIT BUILT UP AREA CALCULATION GROUND FLOOR PLAN (HOLLOW PLINTH) GROUND LEVEL PARKING LAYOUT PLAN (HOLLOW PLINTH) TYPE SIZE NOS AREA IN SQ.MTS 2 TOTAL PROVIDED CAR PARKING TYPE SIZE NOS AREA IN SQ.MTS TOTAL 108.88 SQ.MTS PROVIDED OTHERS PARKING TYPE SIZE NOS AREA IN SQ.MTS TOTAL PROVIDED PARKING 105.22 + 446.78+ 108.88 = 660.88 PROVIDED VISITOR'S PARKING 6.58 X 5.87 1 38.62 3 1 3.40 X 5.87 1 19.96 38.45 4 6.55 X 5.87 1 38.45 TOTAL 446.78 SQ.M. 1 27.45 5 1 1 108.88 12.32 9 105.22 1 47.12 1 19.34 1 19.83 12 3.40 X 8.28 1 1 6.55 X 5.87 3.44 X 7.98 3.45 X 3.57 3.33 X 14.15 3.13 X 6.18 3.21 X 6.18 19.70 X 8.28 6 8 10 11 13 1 13.15 X 8.28 28.15 163.12 7 7.01 X 14.15 1 99.19 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

AND NECESSARY ACTIONS ARE TAKEN.

4. IT IS CERTIFY THAT ACCORDING TO THE CLAUSE NO.4,5,3 OF THE

23.1.12 AND 23.14 AND 24.6 F GDCR 2021

6. PEDESTRIANS RAMP IS PROVIDED AS PER THE

AMC EWS AFFORDABLE HOUSING PROJECT

GDCR

PROVISION OF THE CLAUSE NO.OF GDCR 2021.

SEPARATE LETTER BOX IS PROVIDED AT GROUND LEVEL FOR EACH UNIT 10. WATER TANK FOR FIRE SAFETY REQUIREMENT PROVIDED AS PER CHAPTER NO. 24 OF GDCR 2021. 11. ELECTRICAL INFRASTRUCTURE SHALL BE PROVIDED AS PER CLAUSE NO.23.11.

SIGNAGES OF THE PARKING PLACE IS TO BE PROVIDED AS PER THE CLAUSE NO. 23.7 OF THE GDCR 2021.

14.

16.

THE

PAVING

MAINTENANCE AND UPREDATIONS OF BUILDING IS AS PER THE CHAPTER NO.29 OF GDCR .2021. * NO OF UNITS FLOOR 3RDFLOOR TO 7TH FLOOR -14X5=70 NOTES:- LIFT CALCULATION * NO OF LIFT REQ. =70/30= 2.33 SAY 3 NOS. REQ. 3 NOS, LIFT X 6 PERSON CAPACITY=18 PERSON TOTAL * PRO. 3 NOS, LIFT X 6 PERSONS CAPACITY= 6x3=18 PERSONS TOTAL

+1.95 X 1.95 = 3.80

BUILT-UP AREA CAL ON STAIR CABIN+LIFT+M.S. LADDER 1.13 x 2.40 x 1 2.47

TERRACE LVL CALCULATION stair lift sl 0.90 X 2.74 X 1 2.71 sb

3.91 X 6.645 X 1 3.45 x 5.685

TOTAL 42.57 SQ.MTS. TOTAL = 62.18 SQ.MTS.

SCALE :1:100

PARKING LAYOUT PLAN, 1ST FLOOR TO 7TH FLOOR& STAIR CABIN&OPEN TERRACE PLAN SHEET NO: BLOCK N0 : 2

USE OF THE CONSTRUCTION :- RESIDENCE (DWELLING-3)

PARKING

0.150 2nd 3rd 4th 5th STAIR + LIFT O.H. TANK TOTAL

FL. AREA IN SQ,MTS RESIDENCE 6th RESIDENCE 7th PARKING + RESIDENCE

EQ. TENA. 14 98 3481.45

680.62 497.35 14 14 14 14 14 14

680.62 680.62 680.62 680.62 680.62 680.62 680.62 SIZE AREA IN SQ.MTS 25.98 3.75 X 2.03 = 7.61 11.41 SIZE AREA IN SQ.MTS 19.61

ARCHITECT / ENGINEER

497.35 5507.14

497.35 497.35 497.35 497.35 497.35 497.35 497.35 497.35 497.35 497.35 497.35 497.35 3481.45

0.300 IN SQ,MTS IN SQ,MTS 42.57 19.61

OWNER- AHMEDABAD MUNICIPAL CORPORATION

W3 D1 D2 .23 .23 L.L 1.15 HT. PARAPET D2 1.15 HT. PARAPET .23 D1 W3 .23 L.L 1.0x1.0 W.C. 1.3x1.0 BATH W1 W2 W3 W3 D1 D2 D2 V1 D2 D2 V1 V1 ROOM .23 .115 .23 .23 .23 .23 .23 .115 .115 .115 .115 .45 W.S. at L.L .45 W.S. at L.L 1.15 HT. PARAPET D2 1.15 HT. PARAPET W2 .23 .23 .115 .23 W1 ROOM W3 .115 1.0x1.0 W.C. V1 V1 1.3x1.0 BATH D2 D2 .23 .23 .115 .115 .115 D2 D1 W3 .23 .45 m W.S. at L.L .45 m W.S. at L.L D2 1.15 HT. PARAPET W2 .23 .23 .115 .23 W1 ROOM W3 .115 1.0x1.0 W.C. V1 V1 1.3x1.0 BATH D2 D2 .23 .23 .115 .115 .115 D2 D1 W3 .23 .45 m W.S. at L.L .45 m W.S. at L.L 1.0x1.0 W.C. 1.3x1.0 BATH W1 W2 W3 W3 D1 D2 D2 V1 D2 D2 V1 V1 ROOM .23 .115 .23 .23 .23 .23 .23 .115 .115 .115 .115 .45 m W.S. L.L .45 m W.S. L.L 1.15 HT. PARAPET 1.0x1.0 W.C. 1.3x1.0 BATH W1 W2 W3 W3 D1 D2 D2 V1 D2 D2 V1 V1 ROOM .23 .115 .23 .23 .23 .23 .23 .115 .115 .115 .115 .45 m W.S. at L.L .45 W.S. at L.L 1.15 HT. PARAPET D2 1.15 HT. PARAPET W2 .23 .23 .115 .23 W1 ROOM W3 .115 1.0x1.0 W.C. V1 V1 1.3x1.0 BATH D2 D2 .23 .23 .115 .115 .115 D2 D1 W3 .23 .45 W.S. at L.L .45 m W.S. at L.L V1 V1 V1 1.3x1.0 BATH D2 1.0x1.0 W.C. D2 .23 .23 .115 .115 D1 W3 .23 .115 W1 ROOM W3 .115 D2 W2 .23 .23 .23 D2 1.15 HT. PARAPET .45 m W.S. at L.L .45 m W.S. at L.L D2 1.15 HT. PARAPET .23 .23 .115 .115 D1 W3 W2 .23 .23 .23 .115 W1 ROOM W3 .115 D2 .23 V1 1.3x1.0 BATH D2 V1 1.0x1.0 W.C. D2 V1 .45 W.S. at L.L .45 m W.S. at L.L V1 V1 V1 1.3x1.0 BATH D2 1.0x1.0 W.C. D2 .23 .23 .115 .115 D1 W3 .23 .115 W1 ROOM W3 .115 D2 W2 .23 .23 .23 D2 1.15 HT. PARAPET .45 m W.S. at L.L .45 W.S. at L.L D2 1.15 HT. PARAPET .23 .23 .115 .115 D1 W3 W2 .23 .23 .23 .115 W1 ROOM W3 .115 D2 .23 V1 1.3x1.0 BATH D2 V1 1.0x1.0 W.C. D2 V1 .45 m W.S. L.L .45 W.S. at L.L A1 1.8 M WIDE PASSAGE A A A B B B B B C C C D E F G H J 1.15 HT.PARAPET 1.15 HT.PARAPET 1.5 HT.PARAPET PARAPET WALL 56.84 11.35 5.945 G 101 201 301 401 501 601 701 102 202 302 402 502 602 702 103 203 303 403 503 603 703 104 204 304 404 504 604 704 105 205 305 405 505 605 705 106 206 306 406 506 606 706 107 207 307 407 507 607 707 108 208 308 408 508 608 708 109 209 309 409 509 609 709 112 212 312 412 512 612 712 113 213 313 413 513 613 713 214 314 414 514 614 714 35.39 Sq.mt. 35.39 Sq.mt. 35.39 Sq.mt. 34.87 Sq.mt. 35.03 Sq.mt. 35.03 Sq.mt. 35.03 Sq.mt. 34.51 Sq.mt. 34.51 Sq.mt. Sq.mt. Sq.mt. 34.51 Sq.mt. L 4.430 3.450 2.650 1.430 3.450 2.63 1.60 LIFT 1.65x1.65 LIFT 1.65x1.65 2.525 1.15 M HT.PARAPET 1.600 3.450 2.030 K 2.980 2.785 3.450 B 1.430 1.600 26.630 26.300 2.980 2.783 3.565 1.430 1.430 1.600 2.783 2.650 2.785 1.430 2.630 1.600 1.430 1.600 1.500 1.500 1.500 2.650 2.785 2.630 1.600 FOYER A A 1.65X1.65 M LIFT 1.650 1.650 M 4.145 N 1.800 1.950 114 6 PERSON CAPACITY PERSON CAPACITY R.W.P SLOPE SLOPE SLOPE SLOPE SLOPE R.W.P SLOPE SLOPE R.W.P SLOPE SLOPE SLOPE SLOPE SLOPE R.W.P R.W.P SLOPE SLOPESLOPE SLOPESLOPE SLOPE SLOPESLOPE R.W.P SLOPESLOPE R.W.P PARAPET WALL 0.23 MT. THK. 1.15 MT.HT. PARAPET WALL 0.23 MT. THK. 1.15 MT.HT. PARAPET WALL 0.23 MT. THK. 1.15 MT.HT. PARAPET WALL 0.23 MT. THK. 1.15 MT.HT. PARAPET WALL 0.23 MT. THK. 1.15 MT.HT. PARAPET WALL 3.910 4.200 6.645 0.23 MT. THK. 1.15 MT.HT. PARAPET WALL RIDGE LINE RIDGE LINE RIDGE LINE RIDGE LINE RIDGE LINE RIDGE LINE RIDGE LINE DUCT DUCT DUCT DUCT DUCT TERRACE TERRACE TERRACE SLOPE LIFT 1.65x1.65 LIFT 1.65x1.65 RIDGE LINE 3.450 6.957 4.412 2.525 UP 0.90 1.13 O.H. WATER TANK 3450 x 5685 x 1500 29420 Liters CAPACITY WITH FREE BOARD .15 MT 3.750 2.030 O.W.H.TANK 1.65X1.65 M LIFT 1.650 1.650 1.95 1.95 56.84 6 PERSON CAPACITY PERSON CAPACITY 1.430 1.600 209 409 212 312 612 712 213 313 513 613 109 309 509 609 709 112 412 512 113 413 713 35.39 Sq.mt. 35.39 Sq.mt. 35.39 Sq.mt. 34.87 Sq.mt. 35.03 Sq.mt. 34.51 Sq.mt. 34.51 Sq.mt. Sq.mt. 34.51 Sq.mt. 13.230 5.945 5.375 0.100 5.375 3.450 6.310 5.260 5.260 1.315 2.630 1.325 1.325 1.325 1.600 1.430 1.430 1.600 108 208 308 408 508 608 708 101 201 301 401 501 601 701 102 202 302 402 502 602 702 103 203 303 403 503 603 703 104 204 304 404 504 604 704 105 205 305 405 505 605 705 106 206 306 406 506 606 706 314 514 114 214 414 614 714 107 207 307 407 507 607 707 1.440 1.440 6.175 6.175 6.575 6.690 1.440 35.03 Sq.mt. 35.03 Sq.mt. 1.325 3.015 1.440 3.015 3.015 6.575 6.690 6.175 1.315 1.315 1.600 1.315 1.600 1.325 1.325 3.015 1.315 1.315 1.600 1.430 1.600 2.630 5.260 5.260 1.430 3.450 1.430 5.375 5.375 2.630 5.260 5.260 1.430 1.410 1.430 1.430 1.600 3.015 6.805 6.805 6.175 6.175 56.84 43.690 1.800 2.030 6.805 6.690 6.175 6.175 6.575 6.690 A1- 56.84 X 14.15 = 804.29 SQ.MT. LESS SIZE NOS AREA IN SQ.MTS C D TOTAL 123.67 TOTAL BUILT-UP AREA ON GROUND FLOOR PLAN = 804.29 SQ.MTS. LESS = 123.67 SQ.MTS. NET BUILT-UP AREA ON GROUND FLOOR PLAN = 680.62 SQ.MTS. B 1.43X1.60 8 18.30 2.63X1.60 3 12.62 3.45 X1.60 1 5.52 NET BUILT UP AREA ON 1ST TO 7TH FLOOR = 680.62 SQ.MTS. LESS SIZE NOS AREA IN SQ.MTS A G 2.65X2.785 2.98X2.785 5 2 36.90 16.60 TOTAL BUILT UP AREA ON 1ST TO 7TH FLOOR = 680.62 SQ.MT. LESS = 183.27 SQ.MTS. NET F.S.I AREA ON 1ST TO 7TH FLOOR = 497.35 SQ.MTS. F E 11.35X5.945 1 67.47 3.45 X 3.565 1 12.30 H 26.30x1.80 1 47.34 3.45x2.525 1 8.71 TOTAL 183.27 J 26.630x1.8 1 47.93 K 3.45x2.030 1 7.00 L 3.450X4.430 1 15.28 M 1.80X4.145 1 7.46 1 N 1.950X1.80 3.51

STRUCTURE ENGINEER AUTHORITY

1.00

D2= 0.90

W2 = 0.90 X 1.05 D3= 0.85 X 2.13 W3 = 1.20 X 1.20

VENTILATION WINDOW

X 2.10

X 2.13

= 0.45 X 0.60 W1 = 0.90 X 1.20

NOTE: HYDRAULIC LIFT WITHOUT LIFT MACHINE ROOM IS PROVIDED

MT RISER

CLERK OF WORK MT TRADE 1.500 MT WIDTH PROP.WORK PROP.DRAINAGE

G.F.PLAN(H.P.),G.L. BUILT UP & FLOOR AREA TABLE FOR RESIDENCE FLOOR USE B.UP AREA F.S.I AREA GROUND 1st RESIDENCE RESIDENCE RESIDENCE RESIDENCE RESIDENCE

2021, THE STRUCTURE OF THE BUILDING IS DESIGN AS PER THE NORMS OF THE INDIAN STANDARDS.

5. DESIGN OF STAIRCASE AND RAILING IS PROVIDED AS PER THE THE PROVISION OF THE CLAUSE NO.

LIFT IS PROVIDED AS PER THE PROVISION OF THE CLAUSE NO.24.7 OF GDCR 2021. 8. WATER TANK IS PROVIDED AS PER THE PROVISION OF THE CLAUSE NO.23.6 OF GDCR 2021.

DRINKING WATER FACILITY FOR DISABLED PERSONS IS PROVIDED AS PER THE CLAUSE NO.23.6.2

12.

13.

ENTRANCE

THE BUILDING IS PROVIDED AS PER THE CLAUSE NO. 23.1.7 OF GDCR 2021.

BUILDING UNIT/FINAL PLOT AS PER THE PROVISION OF THE CLAUSE NO. 23.1.4 OF GDCR 2021.

15.

THE STRUCTURE OF THE BUILDINGS IS AS PER THE NORMS OF THE SPECIFIED IN THE INDIAN STANDARD AND TAKEN NECESSARY ACTION FOR THE STRUCTURAL SAFETY DURING THE CONSTRUCTION.

RAIN WATER STORAGE TANK AND RAIN WATER HARVESTING SYSTEM IS PROVIDED AS PER THE CLAUSE NO. 27.2 OG GDCR.2021.

17.

COMMUNITY BIN PROVIDED S PER THE PROVISION OF THE CLAUSE NO.27.2 OF GDCR.2021.

18.

TREE PLANTATIONS IS PROVIDED AS PER THE PROVISION OF THE CLAUSE NO.27.5 OF GDCR 2021.

19.

20.

ZONE AS PER RDP 2021:- RESIDENTIAL-1 ( ONE )R1 (AMC ALOTTED PLOT FOR PURPOSE-SEWSH) & FOR SEWSH (F.S.I -3 AS PER EWSH )

5/13

Comfort ™

3D VIEW PROJECT CONTACTS

OWNER/ DEVELOPER

AIRPORTHOTELS,LLC. 1810LOWEDR.

WOODLAND,CA95776

CONTACT:-

KULDEEPSINGH

EMail:-kuldeep2000@netzero.com

CONSULTANT (DESIGN DEVELOPMENT)

CONTINENTALDEVELOPMENTCONSULTANTS,INC.

P.O.BOX1924

WOODLAND,CA95776

CONTACT:-

SUKHJIT'TONY'SINGH,PRINCIPALMANAGER

PHONE:-(702)287-0347

EMail:-tony@continentaldc.com

UTILITY CONTACTS

TELEPHONE AT&T ENGINEERINGDEPT.

GAS PG&E

ELECTRICITY SMUD

WATER SACRAMENTOCOUNTYWATERAGENCY

CABLE COMCAST

DRAINAGE SAC.COUNTYWATERRESOURCES

SEWER SACRAMENTOSEWERDISTRICT

PROJECT DATA

•APN: ...............................PORTIONOF201-1020-018

•PROJECTLOCATION:..................NECORNEROFMEISTERWAY SACRAMENTO,CA95837

•JURISDICTION:.

•SITEAREA:.

•CODES.

PROGRAM SUMMARY

•BUILDINGDATA BUILDINGFOOTPRINT. NO.OFSTORIES NOOFKEYS

SACRAMENTO COUNTY

•BUILDINGHEIGHTS

FIRSTFLOOR............

SECONDFLOOR . THIRDFLOOR

.5C(METROAIRPARK S.P.A.CODE) FOURTHFLOOR... FIFTHFLOOR... .................................. 9,520SQ.FT.

SACRAMENTOCOUNTYZONINGCODE

METROAIRPARK-SPAORDINANCE

CALIFORNIABUILDINGCODE(CBC)2019

(FORACCESSIBLEPARKING)

CALIFORNIAGREENBUILDINGCODE(CALGREEN)2019

(FOREVPARKING)

ALLOWABLE 173.0'ABOVEMSL(SEC.4(B)) 158.0'(APPROX.A.F.F.)(BUILDINGF.F.E.TOBE15.0')

PROPOSED .......................64.0'(HIGHESTELEVATIONLEVEL)

•SETBACKS:-

BUILDING&LANDSCAPINGSETBACKS

REQUIRED PROVIDED

FRONT 25.0' 89.37'

REAR 5.0' 94.52'

SIDE 25.0'/5.0' 84.17'/69.38'

•F.A.RCALCULATION(SEC.505.37)

ALLOWABLE...............................60(ROOMS/ACRE)

PROPOSED. 49(ROOMS/ACRE)

•TOTALGUESTROOMS

•NO.OFEMPLOYEESPERSHIFT ................#5

•PARKINGANALYSIS ...........................REFERDR-2.1&DR-2.2FORPARKINGDETAIL.

GUESTROOMS ROOMTYPE

STUDIOKING STUDIODOUBLEQUEEN KINGSUITE WIDEKINGSUITE ACC.KINGSUITE(ROLL-IN) ACC.DOUBLEQUEEN ACC.WIDEKINGSUITE1

CIRCULATIONAREA SUPPORTAREAS.. TOTAL

...9,520SQ.FT.

TOTALAREA= 47,703SQ.FT.

1ST 2ND 3RD 4TH 5TH 1 6 6 6 6 1 7 7 7 7 - 6 6 6 6 - 1 1 11 - - - 1 - 1 1 1- 1 3 21 21 21 21 TOTAL ROOMS 25 29 24 3 2 3 1 87 AREA SUB-TOTAL (SQ.FT.) AREA (SQ.FT.) 262 6,550 308 8,932 332 7,968 597 1,791 495 990 453 1,359 597 597 28,187 ..........4,330 ...7,372 .7,814 TOTALGUESTTOWER 47,703SQ.FT.

a.GUESTROOMSW/COMMUNICATIONFEATURE(TABLE11B-224.4) REQUIRED 9

UNDERGROUND UNDERGROUNDSERVICEALERT SERVICEALERT SHEET INDEX

DR-1.0 DR-1.1 DR-1.2 DR-1.3 DR-2.0

DR-2.3 DR-2.4 DR-3.0

COVERSHEET EXISTINGTOPOGRAPHICSURVEY FINALMAP(PLNP2020-00160) CONTEXTPHOTOS CONTEXTUALMAP OVERALLSITEPLAN &SITEAMENITIES ENLARGEDSITEPLAN FIRETRUCKROUTEEXHIBIT TRASHENCLOSUREDETAILS PROPOSEDFLOORPLANS EXTERIORELEVATIONS EXTERIOR ELEVATIONS EXTERIOR3DVIEWS LANDSCAPEPLANS L-1 PRELIMINARYLANDSCAPEPLAN (916)972-2142 (916)386-5135 �16)732-5738 (916)875-7246 (916)830-6722 (916)874-6851 (916)876-6065 (916)808-1300 (800)227-2600 DESIGN REVIE FOR @ METRO AIR PARK 47,703 SQ.FT., 5-STORY, 87 KEYS & INDOOR POOL NE CORNER OF MEISTER WAY & BEAR PAW DRIVE SACRAMENTO COUNTY, CA 95837 1.78 ± ACRES {NET) APN # PORTION OF 201-1020-018 (TENTATIVE PARCEL-3, APPROVED UNDER PLNP2020-00160)

FIRE NATOMASFIREPROTECTIONDISTRICT

GENERALPLANS

DR-2.1 DR-2.2

DR-4.0 DR-4.1 DR-5.0

•ZONING. 2.13ACRES(GROSS) 1.78ACRES(NET)

N SKYKINGRD m ;:o r z m ;:o CJ VICINITY MAP SCALE:-N.T.S. 9,623SQ.FT. 5 ..87 9,623SQ.FT.

MEISTERWAY

SITE

•BUILDINGAREAANAYSIS

.. 9,520SQ.FT. .......... 9,520SQ.FT \

■

INTERSTATE-OS

RECREATIONALAREAS.

PROVIDED. ....9 ROOMTYPE ROOM#W/COMMUNICATIONFEATURE 1ST 2ND STUDIODOUBLEQUEEN 103 205 KINGSUITE - 217 TOTALEACH FLOOR 1 2 b.GUESTROOMSW/MOBILITYFEATURE(TABLE11B-224.2) REQUIRED.. 5 PROVIDED... 5 3RD 4TH 5TH 305 405 505 317 417 517 2 2 2 ROOMTYPE ROOM#W/MOBILITYFEATURE 1ST 2ND 3RD 4TH 5TH ACC.KINGSUITE(ROLL-IN) 101 502 ACC.DOUBLEQUEEN - 202 302 402ACC.WIDEKINGSUITE1 - 521 TOTALEACH FLOOR 1 1 1 1 2 TOTAL ROOMS 5 4 9 TOTAL ROOMS 2 3 1 6 <( 0 . w Cl) ::::, z (/) 0 (/) Cl) z >o UJ - 0:: � w 0:: 0 c) C: -"O .C -al en :;:; -- � C: g cos en C: 0 -c: (l) 0 > (l)-c: (l) C: ·p C: 0 8 w ...J ff1UJ UJ I Cl) 0::: UJ > 0 (..) DATE:03/14/2022 JOB:ABS-SC-02 DWG BY: MS CHK BY:DV DR-1.0

KEYSDISTRIBUTIONPERFLOOR

BEAR PAW DRIVE

2 ACTUAL

ALUMINUM

ALUMINUM BULLNOSE PAINTED SILVER TO MATCH COLOR BELOW.

ALUMINUM TENANT CABINETS PAINTED SILVER, ROUT

WESTELKHORNBLVD. METRO AIR PARKWAY

OUT TENANT COPY & FONT (TBD), WHITE PLEXIGLASS BACKER WITH DARK GREY COLOR VINYL OVERLAY. INTERNAL WHITE LED ILLUMINATION.

-50 50100 50

200 25 MEISTER WAY

1 inch = ft. ( IN FEET GRAPHIC SCALE

(SIGNAGE SHOWN FOR IDENTIFICATION PURPOSE LANDSCAPING/ HARDSCAPE (REFER LANDSCAPE PLAN FOR DETAILS) PUBLIC SIDEWALK

1 SEPARATE PERMIT) # STANDARD PARKING SPACE (9.0' x 17.0' + 2.0' OVERHANG) BUILDING FOOTPRINT 5.0' WIDE ACCESSIBLE PATH

SIGNAGE TO BE UNDER CAR PARKING 2.0' OVERHANG LINE ON ADJACENT SIDEWALK / LANDSCAPING NON REQUIRED CAR PARKING SPACE EQUIPPED WITH EVCS NEV

ROUT OUT PUSH THRU WHITE PLEXIGLASS ADDRESS NUMBERS/ INTERNAL WHITE LED ILLUMINATION.

8'-0" GLO BY BEST WESTERN

1 EMBASSY SUITES RED BY RADISSON

10'-0" #####

5'-7"

2'-0" 4

10'-0"

ONLY. SITE VISIBILITY ZONE (COUNTY STD. DETAIL # 4-18) CAR PARKING SPACE EQUIPPED WITH EVCS EV COMPACT CAR PARKING SPACE (8.0' X 14.0' + 2.0' OVERHANG) C BICYCLE RACK B MOTORCYCLE PARKING SPACE M

ENHANCED PAVING CONSTRUCTION PHASE LINE PET RELEASE AREA BY GENERAL CONTRACTOR

DATE: JOB

REVISIONS: CHK BY:

Woodland, CA ABS-SC-02

TITLE PROJECT DWG BY:

Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Continental Development Consultants, Inc. Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV

COMFORT INN & SUITES @ METRO AIR PARK NE CORNER OF MEISTER WAY & BEAR PAW DRIVE SACRAMENTO COUNTY, CA 95837

COMFORT INN & SUITES TENANT-5 TENANT-6 5 OVERALL SITE PLAN & SITE AMENTIES 06/07/2022 MS DV DR-2.1 PROPOSED MASTER SITE PLAN 1

NOTE REFER DR-2.2 FOR OTHER PARKING DETAILS. OVERALL CAR PARKING ANALYSIS W/ REDUCTION ALLOWED @ STAFF LEVEL PARCEL 1 RED BY RADISSON PARCEL 2 GLO BY BEST WESTERN PARCEL 3 COMFORT INN AND SUITES PARCEL 4 EMBASSY SUITES TOTAL 1. PARKING REQUIRED (TABLE 5.21) 1.1 # OF KEYS 115 83 87128 TOTAL PARKING REQUIRED @ 1 PER GUEST ROOM 115 SPACES 83 SPACES 87 SPACES 128 SPACES 1.2ADDITIONAL AREAS -FUTURE RESTAURANT PARKING SPACES @ 1 SPACE / 3 SEATS 14 SPACES (42 SEATS /3 = 14) -BALLROOMS PARKING SPACES @ 1 /100 SQ.FT. OF AREA 21.27 SPACES (2,127 SQ.FT./100 =21.27) CONSIDERING (70% BEING ACCESSORY USE) 15 SPACES (21.27 x 0.70 = 15 -BAR PARKING SPACES @ 1 SPACE / 3 SEATS 14 SPACES (41 SEATS 3 = 14) CONSIDERING (70% BEING ACCESSORY USE) 10 SPACES (14 x 0.70 = 10) TOTAL PARKING REQUIRED 129 SPACES (115+14 = 129) 83 SPACES87 SPACES 153 SPACES (128+15+10 =153) 452 SPACES 2. PARKING REDUCTION CLAIMED (TABLE 5.26) 2.1 # OF NON REQUIRED EVCS PARKING SPACES (NEV) @ 2:1 20 SPACES (2 x 10 = 20) 20 SPACES (2 x10 = 20) 20 SPACES (2 x10 = 20) 22 SPACES (2 x11 = 22) 2.2 TRANSIT WAITING SHELTER (WITHIN 100 FT. FROM THE PROPERTY LINE) @ 10% 13 SPACES------15 SPACES 2.3 # OF MOTORCYCLE PARKING SPACES @1:1 (@ 1/ 40 SPACES 3 SPACES (115 /40 ≈ 3) 2 SPACES (83 /40 ≈ 2) 2 SPACES (87 /40 ≈ 2) 3 SPACES (128 /40 ≈ 3) TOTAL REDUCTION30 SPACES22 SPACES22 SPACES40 SPACES118 SPACES 3. MAX. REDUCTION ALLOWED (TABLE 5.26) AT STAFF LEVEL @ 25% 32 SPACES21 SPACES22 SPACES39 SPACES 4. NET PARKING REQUIRED BASED ON 3 ABOVE 97 SPACES (129 - 32 = 97) 62 SPACES (83 - 21 = 62) 65 SPACES (87 - 22 = 65) 114 SPACES (153 - 39 = 114) 338 SPACES TOTAL PROPOSED99 SPACES86 SPACES67 SPACES120 SPACES372 SPACES EXCESS SPACES PROPOSED,THAN REQUIRED 02 242 6 34 HOTEL EMBASSY SUITES (6 STORY, 128 KEYS W/ INDOOR POOL) TENTATIVE PARCEL 4 (PLNP2020-00160) HOTEL RED (5 STORY, 115 KEYS) TENTATIVE PARCEL 1 (PLNP2020-00160) FUTURE RESTAURANT PAD 5,000 SQ.FT. PARCEL 7 2.34 AC. (NET) DELIVERIES (10.0' X 35.0') OUTDOOR SUNDECK DELIVERIES (10.0' 35.0') HOTEL COMFORT INN & SUITES (5 STORY, 87 KEYS W/ INDOOR POOL) TENTATIVE PARCEL 3 (PLNP2020-00160) TENTATIVEPARCEL2 (PLNP2020-00160) HOTELGLO (5STORY,83KEYS) OUTDOOR SEATING ART SCULPTURE PET RELEASE AREA 5 12 13 19 22 23 27 28 53 54 59 35 36 42 43 49 50 60 67 68 74 75 82 83 88 89 96 106 99 107 113 114 120 18 C C EV EV C EV 20 19 35 48 82 89 90 14 15 27 28 57 64 65 69 70 73 74 81 94 95 99 84 14 15 21 27 22 26 34 35 42 52 55 56 60 67 86 11 12 19 27 28 38 45 46 49 50 54 55 59 60 67 68 75 76 83 EV EV EV NEV EV 59 35 B M 20 37 74 43 45 53 EV EV EV EV DELIVERIES (10.0' 35.0') M 97 98 DELIVERIES (10.0' 35.0') SMOKING AREA SMOKING AREA WATER FOUNTAIN ELECTRIC TRANSFORMER SMOKING AREA ELECTRIC TRANSFORMER ELECTRIC TRANSFORMER ELECTRIC TRANSFORMER B 57.2' 23.9' 23.5' 29.5' PARCEL 6 1.39 ACRE PARCEL 5 1.40 ACRE 7.0' TRANSIT WAITING SHELTER C C NEV 36 41 49 52 53 56 40 43 OUTDOOR SEATING 5.9' 7.0' TRANSIT WAITING SHELTER M ACCENT WATER FALL M NEV NEV EV EV EV NEV NEV EV NEV NEV NEV NEV FIRE PIT SMOKING AREA OUTDOOR SEATING NEV NEV 27.0' 17.0' 344.2' 14.0' 8.9' 140.6' 26.5' 201.0' 7.0' 17.0' 26.0' 17.0' 7.5' 55.0' 5.0' 12.2'6.0' 12.0' 14.2' 14.0' 17.0' 14.4' 17.0' 26.6' 12.9' 34.3' 9.7' 7.5' 17.0' 25.0' 21.3' 13.7' 8.6' 17.0' 26.0' 17.0' 22.8' 7.6' 17.0' 52.2' 17.6' 16.0' 29.7' 130.3' 5.0' 17.9' 25.9' 19.9' 9.5' 9.4' 17.0' 14.0' 6.0' 8.0' 17.0' 14.0' 6.0' 8.0' 182.3' 12.7' 17.0' 26.2' 17.0' 32.5' 11.0' 5.5' 12.6' 40.1' 50.9' 17.0' 17.0' 17.0' 28.0' 7.5' 19.1' 7.5' 5.9' 23.0' 7.0' 63.7' 23.9' 17.0' 26.6' 153.2' 16.2' 26.0' 26.0' 17.0' 6.1' 26.0' 67.0' 63.0' 17.0' 17.0' 91.0' 32.0' 23.4' 20.0' 29.3' 46.0' 5.5' 7.0' 23.0' 14.0' 22.0' 7.0' 14.0' 4.0' 30.0' 20.9' 6.2' 16.5' 26.0' 8.3' 29.1' 177.1' 29.9' 17.0' 26.0' 17.0' 26.0' 17.0' 8.6' 17.0' 29.0' 14.0' 9.0' 7.5' 17.0' 26.0' 17.0' 9.5' 13.5' 59.5' 11.6' 17.5' 26.0' 17.0' 14.0' 6.0' 8.0' EV EV EV 49.4' 27.1' 32.7' 17.0' 8.0' 40.1' 7.0'17.5' 26.0' 17.0' 9.5' 45.1' 7.5' 21.1' 63.7' LEGEND PROPERTY LINE TENTATIVE PARCEL MAP LINE 14.0' WIDE P.U.P.F.E. LINE 12.0' WIDE LANDSCAPE SETBACK

BENCHES WATER FOUNTAIN WATER FALL FIRE PIT BIKE LOCKERS BIKE RACKS TRASH & RECYCLING RECEPTACLES SMOKING POTS BOLLARD LIGHTING FENCE IRRIGATED POTS PLANTED W/ BOLD FOLIAGE PLANTS ART SCULPTURE DECORATIVE PAVING BY TOLERIE FOREZIENNE BY HAYNEEDLE (4.0' HIGH) BY GENERAL CONTRACTOR TO BE FABRICATED (APPROVAL REQUIRED PRIOR TO INSTALLATION) TO BE FABRICATED TO BE CUSTOMIZED BY THE OUTDOOR PLUS BY GENERAL CONTRACTOR BIKE SHELL MODEL 301W TO BE CUSTOMIZED TO BE CUSTOMIZED POWDER COATED BLACK METAL FENCE TO BE FABRICATED POWDER COATED BLACK OUTDOOR FURNITURE BY HOUE APS TO BE FABRICATED (APPROVAL REQUIRED PRIOR TO INSTALLATION) 4.0' SW7020 BLACKFOX SW7649 SILVERPLATE TEXTCOAT GREY

SITE AMENITIES LEGEND

POLE COVER PAINTED TO MATCH

COLOR

CONSTRUCTED

BELOW.

ALUMINUM BASE/ PAINT & TEXTCOAT GREY. 5

MONUMENT SIGNAGE 4

6" I/ 5"

11"

STL. TUBING WELD TO ANGLE AT TOP TO FIT STL. ROD

- '' \ / ! 911 / 5" 11" -3/4" 0 STL. ROD TAPER END & WELD 4" HANDLE

@SLIDE BOLT DETAIL

ca x 11 CONT. GALVANIZED STEEL CHANNEL WITH WELDED HEADED ANCHORS, PRE-SET PRIOR TO CMU GROUT

8"x8"x16" CMU WALL-� .. t====l="i

1/2 DIA. x 8" HEADED ANCHOR@ 32"OC-ic+==l=l-= AND 8" MAX FROM ENDS, TYP.

DIAG. BRACE PL. 3/16 x 2 WELD TO , FRAME AT ENDS & TACKWELD TO SIDING

PIVOT HINGE-��Z::��

-SOLID METAL GATE FITTED W/ASC STEEL B-36 OR EQUIV. SHEETS

@CROSS-SECTION DETAIL

3'-4 3/4" (FOR TWO)

f--•-,, _I (C ' SLOPE 1/4 INCH PER FT. TO SIDE LANDSCAPING ISLAND

CAST IN PLACE CONG. FILLED BOLLARDS 10' HIGH x 6" DIA. (6' HIGH, 4' BURIED BELOW GROUND)

METAL GATES---REFER DETAIL 2 ON THIS SHEET

@FRONT

r---- J , L_ I--- _J--® A >-J'. ·-' 1--1--- --j-@ f---· f- >--- f-.:.., ?/ / / ,:..,7 / ,/ • -I �

@ELEVATION

SOLID METAL GATE FITTED W/ ASC STEEL B-36 OR EQUIV. SHEETS W/ METAL SCREWS AT 9" O.C. TOP BOTTOM AND SIDES

2"X2"X3/16" ST. TUBE AT CENTER ,_ � �

1/4" PLATE-ANGLE AND "" WELD TO 2X2 TUBE & 2X2 r-; ANGLES EA. END SEE DTL. . SECTION "A"

SHEET MTL SCREWS 9" O/C-TOP BOTTOM & SIDES. GRIND FLUSH

3/4" DIA.CANE BOLT-PROVIDE CATCH TO HOLD IN UP POSITION WHEN REQUIRED TO ELIMINATE DRAG '

2"X2"X3/16" ST. ANGLE-WELD - - ---r=; CORNERS (TYPICAL 4 SIDES) - --

STEEL B.B. CASTORS AS REQUIRED----@SECTION

TRASH ENCLOSURE GATE DETAIL 2 SCALE: N.T.S

FINISH FLOOR 4X12

STANDING SEAM METAL ROOF (COLOR TO MATCH BLDG. EXTERIOR)

8" HIGH & 6" WIDE CONCRETE-BUMPER OR CURB

6" CONG. SLAB MIN 2% SLOPE TO BE MAINTAINED TOWARD FLOOR DRAIN

8'-0" HIGH & 8"----WIDE CMU WALL

DETAIL B @2/DR-2.4 / -----,

SOLID METAL GATES (REFER DETAIL 2 ON -THIS SHEET)

CAST IN PLACE CONG. FILLED BOLLARDS TOTAL 10' HIGH x 6" DIA.

REFER

�---------15'-0" ----ci / 8 6 11

6"0 STEEL PIPE CONCRETE FILED

FINISH GRADE-. CONCRETE SLAB-

CONCRETE FOOTING

TRASH ENCLOSURE (TIE) CAPACITY CALCS

TOTAL #ROOMS.

OCCUPIED ROOMS @ 80% MAX

TRASH PRODUCED @ 0.24 CUBIC YARD/ ROOM/ WEEK

c.o

c.o '<:I-

PROVIDE (2) 8 YARD BINS W/ ONE BINS EACH FOR 8 CUBIC YARD DIMENSIONS OF 8 CUBIC YARD BINS.

CD MAN DOOR (3'-0" WIDE & 6'-0" HIGH)

11111111111 11 1111

@SIDE ELEVATION

COLOR SCHEDULE

LEGEND COLOR TYPE DESCRIPTION & ITEM CODE MAN DOOR - BASE SHERWIN WILLIAMS: SW9148 -SMOKIE AZURITE (3'-0" WIDE & 6'-0" HIGH) BODY SHERWIN WILLIAMS: SW6238 -ICICLE

- ACCENT SHERWIN WILLIAMS PAINT: SW6965 -HYPER BLUE

SHERWIN WILLIAMS: I METAL GATES SW7080 -QUEST GRAY

BOLLARD DETAIL .87 .70

3 .89"(H) x 58"(W) x 72"(L)

SCALE: N.T.S

en _J w 0 w 0::: ::J en 0 _J 0 z w I en

� IL .5 .s C 1/l 0 C • N O 0 "'CJ (.) � E C ""• o .l!l U C l!'l o ti g> ai -o E :st m c:Q) 0 -C: > ...,cro 0 lt)O>Q_L� C C. .-:;::; -o E r,,.... C C:"" 8 -o � _J C '9 (§) c5, ca 1-- C C > 'SI' o c Cl z � C'D Cl) u,; N_.G>Q) � O 5 .!: 0 t::. t) g> C) ai ai..:..:w.!: > C "O 1/l o E ;;; = _J .c -::, e,_ w (.) cD

0 «: 0 .. w en ::::, z (r, 0 r.n en z >o w0:: � w n:: 0 t3 C: -"O C -(U VJ :;:; ..... � C: g 0) co��;:§ .±: �. "E::, ::, Q) 1/l ,,. ;2;EC .,,, ,� Q) 0 C: ;:o<.. :a:; (.) 0 N:.;:::; C: • 0 C 0 ,-, r,,.... W+:a - � Olu C Cl.) C 0 :> Cl)..... C Cl.) C ·..: c:: 0 () 8 w _J II-

DATE:03/15/2022 JOB ABS-SC-02

DR-2.4

( <

ELEVATION

BEAM

GALVANIZED, 2" x 2" WIRE MESH ON FOUR SIDES (TYP.). MESH TO BE SECUREDIN1"x1"ANGLE

16 GA,

ELEVATION 111

ELEVATION

SECTION WELDED FRAME WITH 7/16" DIA. BOLTS AT MAX. 12" O.C. SPACING @REAR

@SIDE

SLOPE 1/4 INCH PER FT. TO SIDE LANDSCAPING ISLAND 11111111111111111111111

(6' HIGH, 4' BURIED BELOW GROUND).

DETAIL 3 ON THIS SHEET. 3/4" DIA ROD - " 11111111111 <11:sr ""rb CD 0 F-_, CD PLAN8 CU. YD. RECYCLE

(72"L x 58"W x 89"H) • <') \ b b � 0 �

BIN

�

70 X 0.24 = 16 CUBIC YARD .16 CUBIC YARD TRASH ENCLOSURE 1 SCALE: N.T.S

DWG BY: MS CHK BY: DV

�--------------�---------t 7

r---------,---------n--------------c--c- -PO�TE

L _____ V E STIEfULE [__ --�--_J co HERE

-fe:c�=""'=""'"�-====� 150 ---t:_:i,�;:::,' ��-��;;;;;;;;!!�;;;;::::: ��3ESS'="'"""'""'=F=="""""="""==t:---- +---- ---fi;::===""=""'"�"""""F"'=======�=""'""""'"""'=e:::::$e========:::;-lt----· � ·I,---{ D ·'.,c._.:, t--� ----,-- �;b=:::---��;t,;,s/a'·�--, ---�---,---�--I,i---- -��-~�� ---ttt-, C.9 00 II , POOL � j tt _ _ � Ll-l �lU;: l!l�-�--��llJ- _; __ --%'es=' Ja=-tl-===1:===$===i=\:.=·,.""(=, t-++--- 1-� � ui r __ s:r._ 1,----{IC.7

OUTDOOR SEATING

30'-6" �-= ------c---------0-----------c-=i----

LEGEND

-I ROOM#.(REFERROOMTYPE/FLOOR PLANFORROOMNAME)

I� ACCESSIBILITYCOMPLIANCEGUESTROOM

� HEARINGIMPAIREDCOMPLIANCEGUESTROOM

3'-6"HIGHPATIOFENCE(REFERSITEAMENITIES LEGENDONDR-2.1FORDETAILS)

�·- f-

� E ·¾,//-• J V ,'< i___L_

� L L O O UNG J �\] ) �'r�� M l-.�'· --I f�� E r 1�1 ••

INDOORPO L 114

ROOM TYPE

� / :'· ·•. .�. >\, (ii=, j WINDOW WALL L J .;; /-\;})' " 11---\ �EAKFAS:t ./) �- fn.l I

./ 151 (�1:( - � �{ � ··• ,((, FOfDPR:� I��[ � l �� s � .� � :?'-\• - ) ' KFAST - 155<• -1 ',:;;_'"=-' ., VING [) 154 � I

--ttt-�RE.CEPTION ---+ STAIR1 160 M AR�K-ET-P�LACE! JJ 140 161 .1.. L 11...BREA ll , 1 1 Ll· ROO rn= �. 1•, 1 16 �;1

L _____ J LAUNDR� 164

M ECH LOSET 175 TORAG 1•145 S RVICE DOOR

STORAGE 1 15 1 rr ·1 EESS=ee;�==s=======;:=======�======�======�-- - f--�C

KING DOUBLEQUEEN

KINGSUITE WIDEKINGSUITE ACC.KINGSUITE(ROLL-IN)

ROOM BREAKDOWN

ACC.DOUBLEQUEEN ACC.WIDEKINGSUITE1

FLOOR #OFGUESTUNITS

M E C CLOSE 172 "'=7-�"'ELEVATOR r -: LOBB 0 =;;"'� 1 44 ,MENS 1 59 11 ,- '\ f<,,/ L

ICE/ VENDING 151 M ECHANICAL ROO M 149

CORRIDOR 143 I ! LJ re ,-. L_ '·-' =-:JI �, �� e+ rl;\ i\l I,,, D f1 =- I'-' 13 �

;-H oACCKING TE -IN

I l STAIR2 / 141

b 00- LO LO <O

FIRSTFLOORPLAN 3

SECONDFLOORPLAN 21 THIRDFLOORPLAN 21

• -�___J

�' l====;'n----11

FOURTHFLOORPLAN 21 FIFTHFLOORPLAN 21

TOTAL#OFGUESTUNITS... .87

NOTE:REFERDR-10FORSUITE/ROO M AREAS.

<( 0 w C/) ::::, z (/) 0(/) C/Jz >o UJ0::� w 0:: 0 c) C: -'O C -al en :;:; _. � C: g cos ::, en C: 0 () _. C: (l) 0(l) > (l) 0_. C: (l) C: ·p C: 0 '-' 8 w ...J ff-

en z <( ...J c.. 0::: 0 0 ...J LL 0 UJ en c.. 0 0::: c..

DATE:03/15/2022 JOB ABS-SC-02 DWGBY: M S CHKBY:DV

2 9'-3" ,------:12 -0 12'-0" 12'-0" ,, 5 6 7 153'-3" 12'-0" 12'-0" 12'-0" 8 9 10 11 12 13 14 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

f----l 'AWNING <') = f--�B _;':"c:�::_c_; --j �� -----14--= -� SMOKING �{:ICiL PBX cLj = c = TilA C"C"t-1GUEST !.,AUNl)R�_:; 't-'' 148 1,----{A.3 PATIO j 5 -- ----111----J---, I 9'-3 I 12'-1" -+---�,,...._, 12'-0" --+1t-0 11 I 12'-0" 151 1 145 ii=======-'====s'c::t= =-F'=='= �--�---,- -,..+I 12'-0" fl AWNING L_i _____________L�----------� I 153'-3" 12'-0" I 12'-0" I +---+-12'-0" i 12'-0" i 12'-0" i 12'-0" i 12'-0" Is:t -----0 <') N ----© io io ------© UP DN f------1 00 N '9 = s:t ------@

DR-3.0

SCALE:

STEEL COLUMN WRAP (BRUSHED STAINLESS STEEL)

PARAPET COPING (MATCH TO ADJACENT WALL COLOR)

8WINDOW SYSTEM FRAME (CLEAR ANODIZED ALUMINUM)

9STOREFRONT (CLEAR ANODIZED ALUMINUM)

10DOWNSPOUT (MATCH TO ADJACENT WALL COLOR)

11LIGHTING WALL PACK

12AWNING @

COLOR SCHEDULE

PARKING LOT SLOPE:

12'-0" 12'-0" 8 5 4 12 3 T.O. ROOF 48'-8" FIFTH FLOOR 40'-6" FOURTH FLOOR 31'-0" THIRD FLOOR 21'-6" SECOND FLOOR 12'-0" FIRST FLOOR 0'-0" T.O. TOWER 64'-0" 15'-4" 14 11 13 9 10 7 2 6 1 7'-2" 5'-3" 7'-2" 8'-10" 2'-8" 8'-10" 1'-8" 7'-2" A A.1 5'-3" C B C.7 A.3 D C.9 15'-4" T.O. ROOF 48'-8" FIFTH FLOOR 40'-6" FOURTH FLOOR 31'-0" THIRD FLOOR 21'-6" SECOND FLOOR 12'-0" FIRST FLOOR 0'-0" T.O. TOWER 64'-0" 1 3 1 1 5 4 2 1 5 LED LIGHT BAND LED LIGHT BAND 1 7 11 1 3 1 5 64 1 4 EXTERIOR ELEVATIONS 09/17/2021 MS SPK DR-4.0 REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB : Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Continental Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA ABS-SC-01 COMFORT INN & SUITES @ METRO AIR PARK NE CORNER OF MEISTER WAY & BEAR PAW DRIVE SACRAMENTO COUNTY, CA 95837

ELEVATION (NORTH) 1

ELEVATION (WEST) 2 RME NOTE: ROOF MOUNTED EQUIPMENT (RME) TO BE SCREENED BEHIND HIGH PARAPET SIGNAGE NOTE: SIGNAGE SHOWN FOR IDENTIFICATION PURPOSE ONLY. ACTUAL SIGNAGE TO BE UNDER SEPARATE PERMIT. GLAZING NOTE: STORFRONT WINDOWS TO BE PROVIDED WITH AN ANTI-GRAFFITI FINISH ON EXTERIOR. MATERIAL KEYNOTES 1FIBER CEMENT PANEL 2 3STONE WAINSCOT 4SIGNATURE LIGHTED AWNING 5 6PORTE COCHERE 7DOOR & DOOR FRAME (MATCH TO ADJACENT WALL COLOR)

FRONT

SIDE

LEGEND COLOR TYPE DESCRIPTION & ITEM CODE BODY COLOR - 1 BODY COLOR - 2 ACCENT COLOR - 1 ANTIGRAFFITI

BASE: NATURAL STONE BODY COLOR - 3 ACCENT COLOR - 2 CORONADO STONE VENEER: FRENCH LIMESTONE COUNTRY BEIGE SHERWIN WILLIAMS PAINT: SW9148 SMOKIE AZURITE SHERWIN WILLIAMS PAINT: SW6238 ICICLE SHERWIN WILLIAMS PAINT: SW7080 QUEST GRAY 10 2 9 9 8

12 9 8 12 9 TYP. TYP. 10 9 9 2 133'-6" HIGH PATIO FENCE 149'-10" HIGH CABLE LIGHT POLE 13 14 13 14

1/8"=1'-0"

DOOR

SCALE:

1/8"=1'-0"

# # KEYNOTES REFER BELOW GRID LINE PER PLAN

LEGEND

SITE IS FAIRLY LEVEL WITH MAX. ONE FEET DIFFERENCE IN EXISTING ELEVATIONS, HENCE THE PROPOSED PARKING LOT EQUIPPED WITH AREA DRAINS TO BE AT UNIFORM ELEVATIONS ALL AROUND THE BUILDING. 8TYP. 6 COATING SHERWIN WILLIAMS PAINT: SW6905 GOLDFINCH SHERWIN WILLIAMS PAINT: SW6965 HYPER BLUE

STEEL COLUMN WRAP (BRUSHED STAINLESS STEEL)

PARAPET COPING (MATCH TO ADJACENT WALL COLOR)

DOOR FRAME (MATCH TO ADJACENT WALL COLOR)

8WINDOW SYSTEM FRAME (CLEAR ANODIZED ALUMINUM)

9STOREFRONT (CLEAR ANODIZED ALUMINUM)

10DOWNSPOUT (MATCH TO ADJACENT WALL COLOR)

11LIGHTING WALL PACK

12AWNING @ DOOR

133'-6" HIGH PATIO FENCE

149'-10" HIGH CABLE LIGHT POLE

COLOR SCHEDULE

PARKING LOT SLOPE:

SITE IS FAIRLY LEVEL WITH MAX. ONE FEET DIFFERENCE IN EXISTING ELEVATIONS, HENCE THE PROPOSED PARKING LOT EQUIPPED WITH AREA DRAINS TO BE AT UNIFORM ELEVATIONS ALL AROUND THE BUILDING.

12'-0" 12'-0" 1 14 T.O. ROOF 48'-8" FIFTH FLOOR 40'-6" FOURTH FLOOR 31'-0" THIRD FLOOR 21'-6" SECOND FLOOR 12'-0" FIRST FLOOR 0'-0" T.O. TOWER 64'-0" 13 11 12 10 9 7 5 8 3 6 2 4 3'-10" 8'-10" 15'-4" 8'-10" 5'-3" 3'-7" C.7 C T.O. ROOF 48'-8" FIFTH FLOOR 40'-6" FOURTH FLOOR 31'-0" THIRD FLOOR 21'-6" SECOND FLOOR 12'-0" FIRST FLOOR 0'-0" T.O. TOWER 64'-0" A D B A.1 A.3 C.9 15'-4" 2 8 13 2 711 5 5 5 7 1 2 5 6 4 11 2 1 1 EXTERIOR ELEVATIONS 09/17/2021 MS SPK DR-4.1 REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB : Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Continental Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA ABS-SC-01 COMFORT INN & SUITES @ METRO AIR PARK NE CORNER OF MEISTER WAY & BEAR PAW DRIVE SACRAMENTO COUNTY, CA 95837 REAR ELEVATION (SOUTH) SCALE: 1/8"=1'-0" 1 SIDE ELEVATION (EAST)

1/8"=1'-0" 2 12 8 9 7 12 7 8 10 5 2 7 7 4 13 14 13 14 RME NOTE: ROOF MOUNTED EQUIPMENT (RME) TO BE SCREENED BEHIND HIGH PARAPET SIGNAGE NOTE: SIGNAGE SHOWN FOR IDENTIFICATION PURPOSE ONLY. ACTUAL SIGNAGE TO BE UNDER SEPARATE PERMIT. GLAZING NOTE: STORFRONT WINDOWS TO BE PROVIDED WITH AN ANTI-GRAFFITI FINISH ON EXTERIOR.

KEYNOTES 1FIBER CEMENT PANEL 2 3STONE WAINSCOT 4SIGNATURE LIGHTED AWNING 5 6PORTE COCHERE 7DOOR &

SCALE:

MATERIAL

# # KEYNOTES REFER BELOW GRID LINE

GREEN SCREENS 15 12 LEGEND COLOR TYPE DESCRIPTION & ITEM CODE BODY COLOR 1 BODY COLOR 2 ACCENT COLOR 1 ANTIGRAFFITI BASE: NATURAL STONE BODY COLOR 3 ACCENT COLOR 2 CORONADO STONE VENEER: FRENCH LIMESTONE - COUNTRY BEIGE SHERWIN WILLIAMS PAINT: SW9148 - SMOKIE AZURITE SHERWIN WILLIAMS PAINT: SW6238 - ICICLE SHERWIN WILLIAMS PAINT: SW7080 - QUEST GRAY COATING SHERWIN WILLIAMS PAINT: SW6905 - GOLDFINCH SHERWIN WILLIAMS PAINT: SW6965 - HYPER BLUE

LEGEND

PER PLAN 15

EXTERIOR 3D VIEWS 09/18/2021 MS SPK DR-5.0 REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB : Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Continental Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA ABS-SC-01 COMFORT INN & SUITES @ METRO AIR PARK NE CORNER OF MEISTER WAY & BEAR PAW DRIVE SACRAMENTO COUNTY, CA 95837

3 4 PERSPECTIVE VIEW (SOUTH EAST)

VIEW (NORTH WEST)

VIEW (SOUTH WEST)

FRONT VIEW (NORTH) 1

PERSPECTIVE

24"x48" 4TIERS 24"x36" 4TIERS 24"x36" 4TIERS 4TIERS 24"x36" 4TIERS 24"x36" 4TIERS 24"x48" 4TIERS 24"x48" 4TIERS 24"x48" 4TIERS 24"x48" 4TIERS 24"x48" 4TIERS 24"x48" 4TIERS 24"x36" 4TIERS 24"x48" 4TIERS 24x26 24x26 42x26 42x26 42x26 87" x 28" 24x26 42x26 42x26 4TIERS 104-A 103 102 4" 4'-10" 4" EXIT A8.1 1 A6.0 3 A6.0 4 A6.0 2 A6.0 1 A8.1 2 A8.2 1 A8.2 2 A8.2 3 A8.3 2 A8.4 1 A8.4 2 A8.3 3 A8.3 1 5 5 12 10 11 5 8 5 12 5 GC SHALL SUPPLY AND INSTALL STAINLESS STEEL CAP THAT RUNS THE ENTIRE LENGTH OF THE USER SIDE OF THE BULKHEAD COUNTER 2 3 3 6 7 8 9 9 10 11 9 10 11 13 13 15 15 15 15 16 18 ROOF LADDER 18 16 5 5 18 17 4 CHASE FOR CO2 LINE. REFER DETAIL 7/A9.2 CO2 LOCATION THRESHOLD PER 2/DA1 & 2/DA3 CANOPY WITH PRE-WIRED RECESSED LIGHTING BY SIGN SUPPLIER CANOPY WITH PRE-WIRED RECESSED LIGHTING BY SIGN SUPPLIER SHELVES ELECTRIC CABINET WALL MOUNTED IRRIGATION CONTROLLER PER PLUMBING PLANS TELEPHONE CABINET 14 WALK - IN FREEZER 53 SQ. FT. STORAGE 155 SQ. FT. DINING AREA 542 SQ. FT. 36 SEATS TOTAL 101-A 105 BATTER FRY 194 SQ. FT. PREP. AREA 488 SQ. FT. 107 DRIVE-THRU 349 SQ. FT. 108 SALES AREA 191 SQ. FT. ACC. GENDER NEUTRAL RESTROOM 64 SQ. FT. 111-A HALLWAY 36 SQ. FT. 110 STORAGE 144 SQ. FT. 104-B WALK - IN COOLER 129 SQ. FT. 17'-8" 8'-11" 11'-1" 6'-5" 1'-6" 22'-3" 9'-9" 83'-6" 33'-10" 5'-1" 10'-6" 28'-4" 35'-0" 40'-6" 8'-0" 8'-5" 4" 8'-5" 4" 4'-10" 4'-10" 6" 5'-1" 33'-10" 83'-6" 38'-11" 38'-11" xxx VESTIBULE FE FE EXIT 8'-4" 18'-1" 7'-11" 5'-9" 23'-11" 5'-3" 3'-2" F/D F/D F/D F/D F/D DRIVE-THRU 6'-2" 8'-5" OFFICE 59 SQ. FT. xxx xxx 36'-10" 8'-5" 24'-1" 109 HALLWAY 362 SQ. FT. 101-B 12'-8" 7'-0" 3'-6" 4'-3" 7'-7" NON-ACC. GENDER NEUTRAL RESTROOM 29 SQ. FT. 111-B FE 36'-10" xxx xxx xxx xxx xxx xxx xxx 106 xxx F/D F/D F/D F/D F/D F/D F/S F/S F/S F/S F/S F/S F/S F/D 1 B 2 3 4 5 5 7 7 6 B B B C C C D E E F A RECESSED WOODEN SHELVING TO PROVIDE MOBILE PICK-UP ORDERS. 5 5 4 5 3 1 6 F/S 4 3 5 5 3 14 FLOOR PLAN 12/24/2021 MS DV A1 SCALE: 1/4"=1'-0" NOTES REFER A2.1 & A2.2 FOR EQUIPMENT SCHEDULE LEGEND FLOOR PLAN 1 2'-0" 4'-0" (a) 4'-6" (a) 1'-6" 1'-0" REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Development Consultants, Inc. Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA RM-DL-01 POPEYES RESTAURANT-NEW CONSTRUCTION 1603 CECIL AVENUE CITY OF DELANO, CA 93215 # DOOR NUMBER. REFER A7 FOR DETAILS # WINDOW NUMBER. REFER A7 FOR DETAILS XXX BLOCKING (REFER BLOCKING NOTES IN GENERAL CONSTRUCTION NOTES ON THIS SHEET) EXTERIOR DOOR LANDINGS & MANEUVERING CLEARANCE REFER SECTION 11B COMPLIANCE NOTES ON 16/DA1, FIGURE 16,17/DA3; 19,20,22/DA4 INTERIOR DOOR LANDINGS & MANEUVERING CLEARANCE REFER SECTION 11B COMPLIANCE NOTES ON 16/DA1, FIGURE 16,17/DA3; 19,20,22/DA4 1.PROVIDE 2A-10 B:C FIRE EXTINGUISHERS LOCATIONS SPECIFIED BY FIRE INSPECTOR. 2.THE WORK OF THIS PROJECT REQUIRES ON-SITE REVIEW AND APPROVAL BY A FIRE INSPECTOR UPON COMPLETION AND BEFORE BUILDING OCCUPANCY CAN BE CERTIFIED. 3.INSTALL KNOX BOX. 1.PROJECT TO BE FULLY ACCESSIBLE 2.THE ACCESSIBILITY BUILDING BLOCK GUIDELINES AND FIGURES SHOWN ON PLAN SHEETS DA1, DA2, DA3, DA4 & DA5 TO BE REFERRED FOR COMPLIANCE. GENERAL CONSTRUCTION NOTES ACCESSIBILITY NOTES: FIRE DEPTT. NOTES: FLOOR SINK (REFER PLUMBING PLANS FOR DETAILS) FLOOR DRAIN (REFER PLUMBING PLANS FOR DETAILS) 1'-0" METAL WALL @ WALK-IN COOLER AND WALK-IN FREEZER F/D F/S 30" x 48" CLR. SPACE REFER 6 & 7/DA3 FOR DETAILS 48" 30" PORTABLE FIRE EXTINGUISHER PER NFPA-10 INSTALLED BY OTHERS ON SITE TO THE SATISFCATION OF LOCAL FIRE DEPARTMENT. PROVIDE 1/2" PLYWOOD SHEATHING AT (3) PLYWOOD SHELVES AS DIMENSIONED ON ELEVATION. (a)CAN BE REDUCED BY, 1' FOR 3' WIDE DOORS (REFER A7 FOR DOOR SIZES) 5'-0" (a) 4'-0" (a) (a)CAN BE REDUCED BY, 1' FOR 3' WIDE DOORS (REFER A7 FOR DOOR SIZES) 1.UNLESS OTHERWISE NOTED ALL EXT. DIMENSIONS ARE FROM WALL CENTER LINE TO CENTER LINE; INTERIOR DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD. 2. EQUIPMENT PLAN-REFER A2.1 3. FLOOR FINISH PLAN:-REFER A3.1 4. WALL FINISH PLAN:-REFER A3.2 5. DOOR/WINDOW SCHEDULE:-REFER A7 6. ENLARGED PLANS: · WALK-IN-REF. A9.5 · RESTROOM-REF. A9.6 GENERAL PLAN NOTES: TRASH RECEPTACLES 2 4 INTERIOR WOOD STUD WALL @ 16" O.C. REFER WALL NOTES ON THIS SHEET & DETAIL 3/A8.4 FOR DETAILS. DIMENSIONS ARE SHOWN: 1.EXTERIOR WALLS: FROM INTERIOR FACE OF GYPSUM BOARD TO THE EXTERIOR FACE OF PLYWOOD. 2.INTERIOR WALLS: FROM THE FACE OF FINISH WALL TO THE FACE OF FINISH WALL, U.N.O.. INSTALL 4'-0" W x 10'-0" H 18 GA STAINLESS STEEL PANEL BEHIND OVENS. REFER TO INTERIOR KITCHEN ELEVATIONS (REFER TO A9.4 AND EQUIPMENT PLAN FOR EXACT LOCATION. GC SHALL VERIFY WITH KES THAT THE PANELS WILL EXTEND 18" AROUND ALL HEAT PRODUCING EQUIPMENT TO CONFORM TO THE IMC. ALL GYPSUM BOARD BELOW FINISHED CEILING HEIGHT IS TO BE PREPARED FOR PAINTING (LEVEL 5 FINISH) OR WALL COVERING AS INDICATED ON INTERIOR ELEVATIONS AND FINISH SCHEDULE. SEE GEN. CONSTR. NOTES FOR DINING AREA SOFFIT ABOVE COUNTER STAINED TO MATCH CR-1 (SERVES AS BOUNDARY FOR CEILING CHANGE BETWEEN KITCHEN AND DINING). GENERAL CONTRACTOR (G.C.) TO PROVIDE 2"X2"XFULL HEIGHT HIGH CORNER GUARDS ON ALL OUTSIDE CORNERS @ KITCHEN WALL, PROVIDE COMPLETE WRAP ON END WALLS.- SEE DETAIL 2/A3.1 HOOD WALL TO BE CONSTRUCTED WITH 3-5/8" 16 GAUGE (GA.) METAL STUDS AT 24" o.c. AND 5/8 FIRE RATED GYPSUM ON BOTH SIDES OF WALL. G.C. TO INSTALL 18 GA. STAINLESS STEEL PANELS ON WALL. REFER TO MECHANICAL HOOD DRAWINGS FOR PANEL SIZES AND DETAIL. ELECTRIC DRIVE-THRU WINDOW SHOWN. G.C TO PROVIDE JUNCTION BOX UNDERNEATH THE WINDOW. VERIFY REQUIRED ROUGH-IN AND ELECT. REQUIREMENTS W/MANUF. DRAWINGS. HANDICAP ACCESS TO BUILDING IS DESIGNED ACCORDING TO APPLICABLE CODE. G.C. TO ENSURE THAT ALL DIRECTIONS AND DIMENSIONS GIVEN ARE STRICTLY ADHERED TO. IF CHANGES ARE MADE THAT CONTRADICT WITH THE DRAWING, OR IF EXISTING FIELD CONDITIONS MAKE THE DRAWINGS NOT APPLICABLE, THE ARCHITECT MUST BE CONTACTED IMMEDIATELY. ALL DOORS TO BE ABLE TO BE OPENED FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL NOT BE USED. PROVISIONS FOR EXIT DISCHARGE LIGHTING ARE SHOWN ON THE LIGHTING PLAN. PROVIDE STAINLESS STEEL FLASHING AT WALK-IN FREEZER AND COOLER CORNERS. SEE DETAILS SHEET 3/A9.5 ALL GLAZING WITHIN A 24" ARC OF DOORS WHOSE BOTTOM IS LESS THAN 60" ABOVE THE FLOOR AND ALL GLAZING IN DOORS SHALL BE SAFETY, TEMPERED, OR ACRYLIC PLASTIC SHEET. PORTABLE FIRE EXTINGUISHER PER NFPA-10 SUPPLIED BY KES AND INSTALLED BY GC ON SITE AND SUBJECT TO LOCAL JURISDICTION APPROVAL. PROVIDE 1/2" PLYWOOD SHEATHING AT ALL SHELVES AS DIMENSIONED ON INTERIOR ELEVATIONS. SOLID SURFACE SPLASH GUARD TO MATCH COUNTERTOP. STEEL PIPE BOLLARD - REFER TO DETAIL 5/AS3 SODA LINE CHASES. REFER PLUMBING PLANS. 1 2 3 5 6 7 8 11 12 13 14 16 17 18 4 9 15 10 CONSTRUCTION KEY NOTES WALL DETAIL NOTES: 1.IF ANY DISCREPANCY IS FOUND BETWEEN PARTITION TYPES SHOWN ON THE ARCHITECTURAL PLANS AND SHEAR WALL LOCATIONS INDICATED ON STRUCTURAL PLANS, THE STRUCTURAL PLANS SHALL GOVERN. 2.IN SOME INSTANCES SOME PARTITION TYPES SHOWN HERE WILL BE SHEAR WALLS WITH OSB SHEATHING EVEN THOUGH THEY ARE NOT CALLED OUT AS SHEAR WALLS IN THE SCHEDULE REFER STRUCTURAL PLANS FOR LOCATIONS AND NAILING INFORMATION. 3.REFER STRUCTURAL PLANS FOR NUMBER OF STUDS AND SPACING REQUIREMENTS. 4.REFER INTERIOR ELEVATIONS & FINISH SCHEDULE FOR FINISHES, TRIM & PANELLING. 5.ALL PARTITIONS TO BE FULL HEIGHT U.N.O. 6.DEMISING WALLS BETWEEN CONDITIONED AND NON-CONDITIONED AREAS TO HAVE MIN. R-19 INSULATION AS PER MECHANICAL T-24 FORMS SHEETS FOR DETAILS. 7.ALL PENETRATIONS TO BE CAULKED WITH ACOUSTICAL/ FIRE RESISTANT SEALANT, AS APPLICABLE. 8.MOISTURE RESISTANT GYP. BD. IN ALL WET AREAS. GYPSUM BOARD EXTERIOR SHEATHING NOTES: 9.EXTERIOR SHEATHING SHALL BE 1/2" EXTERIOR PLYWOOD NAILED IN ACCORDANCE WITH THE STRUCTURAL NAILING SCHEDULE. REFER TO STRUCTURAL PLANS. 10.WALLS TO RECEIVE TILE BASE SHALL HAVE 1/2" USG "DUROCK" INSTALLED TO 18" AFF. KITCHEN AND RESTROOM ONLY. 11.THE REAR ENCLOSURE WALL SHALL BE CMU WITH APPLIED EIFS AND WAINSCOT TO MATCH MAIN BUILDING. INSULATION NOTES: 1.ALL EXTERIOR WALLS TO RECEIVE FIBERGLASS BATT INSULATION TO MATCH DEPTH OF WALL CAVITY. KITCHEN WALL NOTES: 1.ALL KITCHEN WALLS SHALL RECEIVE 1/2" USG DUROCK INSTALLED UP TO 18" AFF, AND 1/2" MOISTURE RESISTANT PLYWOOD OR 5/8" DUROCK WALL BOARD OR 1/2" GYPSUM BOARD. REFER TO THE FLOOR PLAN FOR APPLICATIONS. PLYWOOD IS NEEDED FOR SHELVING, 5/8" DUROCK IS NEEDED AT ALL HEAT PRODUCING EQUIPMENT AND 1/2" GYPSUM BOARD AT ALL OTHER LOCATIONS. RESTROOM WALL NOTES: 1.ALL RESTROOM WALLS SHALL RECEIVE 1/2" USG DUROCK INSTALLED UP TO 18" AFF, AND 1/2" MOISTURE RESISTANTGYPSUM BOARD FROM 18" TO UNDERSIDE OF TRUSSES. 2.BLOCKING SHALL BE PROVIDED WHERE TOILET ROOM ACCESSORIES ARE BEING INSTALLED. DINING AREA NOTES: 1.MARLITE TO ADHERE TO 1/2" PLYWOOD SUBSTRATE. PLYWOOD FROM FINISH FLOOR TO 2'-10" AFF. 2.MARLITE COVERING ON 1/2" GYPSUM BOARD. 3.INSTALL " GYPSUM WALL BOARD FROM 2'-10" TO UNDERSIDE OF TRUSSES. BLOCKING NOTES: 1."xxxxxxx" INDICATES BLOCKING REQUIRED IN WALL FOR PLUMBING LINES AND RESTROOM ACCESSORIES. BLOCKING SHALL BE FIRE RETARDANT WHERE REQUIRED BY CODE. 2.CONTRACTOR TO VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIALS PRIOR TO BIDDING. CONTRACTOR IS RESPONSIBLE FOR OBTAINING MANUFACTURS' CUT SHEETS AND LOCATING BLOCKING AS REQUIRED. THIS INCLUDES KITCHEN EQUIPMENT AND ITEMS FURNISHED AND INSTALLED BY OTHERS. FRAMING NOTES: 1.CONTRACTOR MAY SUBSTITUTE METAL STUDS FOR INTERIOR WALL, AND SOFFIT FRAMING. WHERE USED, METAL FRAMIMING TO BE 25 GA. UNLESS NOTED OTHERWISE (U.N.O.). 2.REFER TO FRAMING NOTES FOR WALL SECTIONS. 3.ALL INTERIOR WOOD FRAMING TO BE #2 SPRUCE, FIR OR WHITE PINE OR OF EQUAL GRADE. WHERE REQUIRED BY CODE, FRAMING SHALL BE #2 FIRE RETARDANT YELLOW PINE. CONTRACTOR TO VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIALS PRIOR TO BIDDING. 4.ALL WOOD IN CONTACT WITH THE SLAB MUST BE PRESSURE TREATED. 5.ALL INTERIOR WALLS TO BE FRAMED TO UNDERSIDE OF TRUSS U.N.O.. 6.ALL INTERIOR WALLS THAT ARE NOT SHEAR WALLS TO BE ANCHORED W/ 5/8" DIA. EXPANSION ANCHORS AT 6'-0" O.C. SEE STRUCTURAL DWGS. FOR SHEAR WALL ANCHORS. 2 8 INTERIOR WOOD STUD WALL @ 16" O.C. REFER WALL NOTES ON THIS SHEET & STR. PLANS FOR DETAILS. 2 4 EXTERIOR WOOD STUD WALL @ 16" O.C. REFER WALL NOTES ON THIS SHEET & STR. PLANS FOR DETAILS. 2 6 EXTERIOR WOOD STUD WALL @ 16" O.C. REFER WALL NOTES ON THIS SHEET & STR. PLANS FOR DETAILS. 2 8 EXTERIOR WOOD STUD WALL @ 16" O.C. REFER WALL NOTES ON THIS SHEET & STR. PLANS FOR DETAILS. FE STRUCTURAL COLUMNS. REFER STR. DWGS. X A9.5 1 A9.6 1 MAXIMUM OCCUPANT LOAD SIGN (ALSO REFER GS2 TACTILE 'EXIT' SIGN REFER 33/DA2 FOR DETAILS 3 INTERNATIONAL SYMBOL OF ACCESSIBILITY CENTERED AT 60"ABOVE FINISHED GRADE, REFER 29/DA2 4 DOOR FITTED WITH PANIC HARDWARE. 2 KEYNOTES THRESHOLD (REFER 2/DA1 & 2/DA3) 5 SIGN WITH 1" LETTERING STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." REFER ELEVATION 1/A9.1 6

4TIERS 24"x36" 4TIERS 24"x36" 4TIERS 24"x48" 4TIERS 24"x36" 4TIERS 24"x36" 4TIERS 24"x48" 4TIERS 24"x48" 4TIERS 24"x48" 4TIERS 24"x48" 4TIERS 24"x48" 4TIERS 24"x48" 4TIERS 24"x36" 4TIERS 24"x48" 4TIERS 24x26 24x26 42x26 42x26 42x26 24x26 42x26 42x26 24"x48" 4TIERS xxx FE FE F/D F/D F/D F/D F/D xxx xxx FE xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx F/D F/D F/D F/D F/D F/D F/S F/S F/S F/S F/S F/S F/S F/D F/S K72.00 LP54.00 LP52.00 LP56.00 LP50.00 M11.00 K10.F LP58.00 LP23.P LP23.P LP23.C ADA M20.00 M10.00 LP10.00 LP10.00 LP23.C LP23.P LP23.10 LP23.20 LP41.00 LP41.00 LP11.00 WALK IN FREEZER STORAGE WALK IN COOLER DINING AREA 36 SEATS TOTAL 104-A 105 106 BATTER FRY 103 PREP. AREA 107 DRIVE THRU 108 SALES AREA 102 OFFICE 109 ACC. GENDER NEUTRAL RESTROOM 111-A HALLWAY 110 STORAGE 104-B VESTIBULE DRIVE-THRU 101-B 101-A HALLWAY NON-ACC. GENDER NEUTRAL RESTROOM 111-B ADA D29.00 C50.00 C18.00 C18.00 J40.00 C20.00 C10.32 K15.00 K11.00 D90.00 D70.00 D22.00 D22.00 D20.00 D20.00 D11.72 D81.00 N10.00 N10.00 H10.00 D92.00 D94.10 D93.10 B60.00 D10.30 B65.00 B10.00 G51-36 P10.00 P30.00 J20.00 G83.48 K10.F K30.00 K72.00 K71.00 G52.66 N20.00 N31 G10.48 K20.00 K42.00 J50.00 N40.00 N70.00 K74.00 C41.00 D94.00 K73.00 N61.00 C40.00 H83.00 G10.48 G10.48 G20.48 G40.42 G40.48 E30.84 E20 E10.00 G10.36 G40.36 J41.00 G10.36 Q12.00 M30.00 J31.00 G61.36 Q12.00 G61.30 J51.00 P20.00 P30.00 P10.00 J20.00 J50.00 P20.00 P30.00 P10.00 J20.00 G61.30 N60.00 A49.00 A10.30 A47.30 A10.30 G30.42 A47.20 A24.U2 A48.00 G30.42 A54-R A47.20 N10.00 N40.10 G30.36 D41.00 D50.00 G21.36 D40.01 G30.36 G21.48 D40.00 D40.01 G30.36 D40.03 A35.L A35.10 A31.00 E71.00 G30.36 N40.00 G40.48 G20.48 LP23.H G55.42 H83.00 K40.00 R51 R52 R40 R60 R50 N83.00 R30 R10 N81.00 R30 N83.00 N87.00 N86.00 N84.00 R61 R60 R40 N82.00 R61 N75.00 N75.00 N84.00 N86.00 REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Development Consultants, Inc. Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA RM-DL-01 POPEYES RESTAURANT-NEW CONSTRUCTION 1603 CECIL AVENUE CITY OF DELANO, CA 93215 GENERAL NOTES: 1.G.C. IS RESPONSIBLE TO COORDINATE DELIVERY, UNCRATING, POSITIONING, FINALHOOK-UP AND REMOVAL OF TRASH OF ALL OWNER SUPPLIED KITCHEN EQUIPMENT. 2.ALL KITCHEN EQUIPMENT TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 3.DECOR ITEMS SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR. 4.FLOOR MATS SHOULD BE PLACED IN THE AREAS DESCRIBED BELOW:ENTERY WAY MATS: 3M NAMED, AVAILABLE SIZES 3'x5' OR 4'x6',KITCHEN FLOOR MATS: MATRIX 'GRIP ROCK' LOCATIONS: -INSIDE WALK-IN COOLER (3'-0'' x 5'-6'') -OUTSIDE THE WALK-IN COOLER (3'-0'' x 4'-0'') -ICE MACHINE (3'-0'' x 4'-0'') -CONDIMENT COUNTER (3'-0'' x 8'-10'') 5.EQUIPMENT SUBSTITUTIONS REQUIRE POPEYES PRE-APPROVAL. 6.INTERIOR SIGN PACKAGE MAY BE PURCHASED FROM SCOTT SIGN SYSTEMS,INC. 1-800-237-9447 7.ALL CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE CODES. 8.ALL WORK SHALL BE PERFORMED BY QUALIFIED INSTALLERS UNDER THE SUPERVISION AND DIRECTION OF A SUPERINTENDENT HAVING SUCCESSFUL EXPERIENCE INSTALLING AND SUPERVISING KITCHEN EQUIPMENT SYSTEMS OF SIMILAR TYPE AND SIZE AS INDICATED BY CONTRACT DOCUMENTS. 9.PROVIDE LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION TO RECEIVE, INSTALL, ADJUST AND PUT INTO OPERATION A COMPLETE KITCHEN EQUIPMENT SYSTEM IN ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS. PROVIDE ALL PRODUCTS NECESSARY TO THE FULL COMPLETION OF THIS WORK. 10.OBTAIN AND SECURE ALL PERMITS AND PAY ALL FEES. 11.EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT AND BECOME FAMILIAR WITH CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON A THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. ANY ADDITIONAL COSTS DUE TO FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12.COORDINATE WORK WITH ALL OTHER TRADES, ESPECIALLY PLUMBERS AND ELECTRICIANS. VERIFY EXACT LOCATION OF FIXTURES WITH THE ARCHITECT OR DESIGNATED REPRESENTATIVE PRIOR TO INSTALLING. PRODUCTS OF A SIMILAR NATURE SHALL BE OF THE SAME TYPE AND MANUFACTURER. PROVIDE THE STANDARD PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SPECIFIED PRODUCTS UNLESS OTHERWISE REQUIRED BY THE DRAWINGS. 13.ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH NATIONALLY RECOGNIZED AND ACCEPTED STANDARDS AND PROCEDURES. 14.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE RULES, REGULATIONS, INDUSTRY STANDARDS, LOCAL CODES, LAWS AND ORDINANCES. IN THE EVENT THAT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, NOTIFY THE ARCHITECT AND/OR ENGINEER IMMEDIATELY. LEGEND: EQUIPMENT & FURNITURE (REFER EQUIPMENT SCHEDULE ON SHEET A2.2 FOR DETAILS.) # HEALTH DEPTT. NOTES: FLOOR SINK (REFER PLUMBING PLANS FOR DETAILS) FLOOR DRAIN (REFER PLUMBING PLANS FOR DETAILS) BLOCKING FOR MORE DETAILS REFER BLOCKING GENERAL CONSTRUCTION NOTES PER A1 F/D F/S XXXX FURNITURE NOTES: 1.FURNITURE SHOWN HEREIN IS FOR REFERNCE ONLY & IS N.I.C. ITEM. 2.FOR FURNITURE DETAILS CONTACT: KERRY STUDDER, PROJECT MANAGER SEATING CONCEPTS, INC. PHONE: (815)483-222 EMAIL: kstuder@seating_concepts.com DRY STORAGE CALCULATIONS 440 SQ.FT. G10.36 44 3'-0" 2'-0" 96 SQ.FT. 96 SQ.FT. # OF TIERS # OF UNITS 144 SQ.FT. 440 SQ.FT. TOTAL AREA OF SHELVING WIDTH LENGTH SHELF SIZE PROPOSED REQUIRED STORAGE HENCE OK. G10.48 4'-0" 2'-0" G20.48 G21.36 4'-0" 3'-0" 160 SQ.FT. 24 SQ.FT. G21.48 4'-0" 64 SQ.FT. 2'-0" 2'-0" 2'-0" 4 4 4 4 NOTE: REFER A2.2 FOR DETAILS OF EQUIPMENT SCHEDULE 1/4"=1'-0" EQUIPMENT & FURNITURE FLOOR PLAN 1 EQUIPMENT & FURNITURE FLOOR PLAN 12/25/2021 MS DV A2.1 G21.482DUNNAGE SHELVING G30.364 SHELVING, WIRE G30.424SHELVING G40.361DUNNAGE RACK G40.421DUNNAGE RACK G40.48 3 DUNNAGE RACK G51.36 1 POS TABLE G52.66 1 DRIVE THRU TABLE G55.421WORK TABLE W/UNDERSHELF G61.302WIRE SHELVING G61.361WIRE SHELVING G83.48 1 EXPEDITE TABLE H10.00 1 MODULAR DUAL LINE J20.003 CASH CONTROLLER J31.00 1 CONDIMENT ORGANIZER BIN RACK J40.00 1 UNDERCOUNTER REFRIGERATOR J41.00 1UNDERCOUNTER REFRIGERATOR J50.00 2DISPOSABLE CUP DISPENSER J51.00 1DISPOSABLE CUP DISPENSER K10.F 2 ICE MAKER, CUBE-STYLE K11.00 1 ICE MAKER, CUBE-STYLE, HIGH CAPACITY K15.00 1ICE BIN K20.00 1 WATER FILTER SYSTEM K30.00 2 DRINK MACHINE K42.00 1BAG N BOX K71.00 1 TEA BREWER K72.00 3 TEA DISPENSER K73.00 1COFFEE MAKER K74.00 1POS M10.00 1 OFFICE WALL CABINET M11.00 1MANAGERS DESK M20.00 1OFFICE SUPPLIES M30.00 1SAFE N10.003 HAND SINK N20.00 1 MOP SINK (24" X 36") N31.00 1 WATER HEATER N40.00 2 FIRE EXTINGUISHER N40.10 1FIRE EXTINGUISHER N60.00 1INGREDIENTS BIN N61.00 1INGREDIENTS BIN N70.00 1 MOP & BROOM HANGER N75.00 2FAUCET N82.00 1 RECESSED,PAPER TOWEL DISPENSER/ WASTE RECEPTACLE EQUIPMENT&FURNITURESCHEDULE ITEMNO QTY CATEGORY A10.30 2 MULTIPLE FRYER SYSTEM, GAS A24.U2 1 MULTIPLE FRYER SYSTEM, GAS A31.00 1MARINATOR A35.L 1ONE COMPARTMENT SINK A35.10 1 PRE-RINSE FAUCET ASSEMBLY A47.20 2 BATTER CART A47.30 1BREADER/ BLENDER/ SIFTER A48.00 13-PAN ICE BATH TABLE FABRICATION A49.00 1DRUMROLL A54-R 1 REACH-IN FREEZER B10.00 1 CONVECTION OVEN, DOUBLE STACKED B60.00 1REACH-IN REFRIGERATOR B65.00 1 BISCUIT HOLDING UNIT C10.32 1POPEYES DUAL SIDE SANDWICH PREP C18.00 2 POPEYES 24" X 42" TOASTER TABLE C20.001TOASTER C40.001PRODUCT HOLDING UNIT C41.00 1 PROTEIN HOLDING UNIT C50.00 2 BUN SHEET PAN RACK D10.30 1WORK TABLE D11.721WORK TABLE D20.00 2 MICROWAVE OVEN D22.00 2 MICROWAVE SHELF D29.00 1 PACKING TABLE, DOUBLE SIDED D40.00 13-BOWL SINK D40.01 2PRE-RINSE FAUCET ASSEMBLY D40.03 1SPLASH DIVIDER D41.00 1CLEAN DISHTABLE D50.00 1 DISHWASHER D70.00 2 HOT WATER DISPENSER D81.00 1 RETHERMALIZER, WATER TANK, ELECTRIC D90.00 1 PROOFER CABINET, MOBILE D92.00 1HOLDING BINS D93.10 1HOLDING BINS D94.00 1 PROTIEN HOLDING BIN D94.10 1 BISCUIT HOLDING BIN E10.00 1WALK-IN COOLER E20.00 2 CHICKEN RACKS E30.84 1 CHICKEN CRATE E71.00 1 EVEN-THAW REFRIGERATOR G10.364SHELVING G10.482WIRE SHELVING G21.361DUNNAGE SHELVING G20.48 2TRACK SHELVING KIT 3 TRACK SHELVING KIT 1 TRACK SHELVING SECTION P103 CASH DRAWER P20 2CASH REGISTER P303 PRINTER LP1023 CHAIR, DINING (INCLUDING OFFICE) LP11 6 BAR STOOL, DINING LP23.10 1 BOOTH BENCH, SINGLE LP23.20 2 BOOTH BENCH, DOUBLE LP23.H 1 TABLE TOP 28" x 87" 42" H, CORE DRILLED LP23.C 3 TABLE TOP 24" x 26" 30" H, CORE DRILLED LP23.P 4 TABLE TOP 42" x 26" 30" H, CORE DRILLED ADA 2 TABLE TOP 42" x 26" 30" H, CORE DRILLED LP41.00 2 TRASH RECEPTACLE LP50.00 1 SELF-SERVE BEVERAGE COUNTER LP52.00 1 CONDIMENT HOLDER W/9 BINS LP54.00 1 STAINLESS STEEL DRIP PAN LP56.00 1 DISPENSER, NAPKIN, DROP-IN LP58.00 1 LID & STRAW HOLDER Q11.00 1 MENUBOARD, DIGITAL 4 PANELS K40.00 1 CO2 TANK BULK Q12.00 1 PRE SELL MENUBOARD, DIGITAL 1 PANEL N81.00 1 WALL MOUNT HAND SINK EQUIPMENT&FURNITURESCHEDULE EQUIPMENT&FURNITURESCHEDULE 1.ALL EQUIPMENT NSF/UL CERTIFIED. 2.ALL EQUIPMENT TO BE INSTALLED ON SIX-INCH HIGH, ROUND METAL LEGS OR CASTERS; OTHERWISE SEALED ON A FOUR-INCH HIGH, COVED ISLAND BASE. 3.ALL HAND WASH SINKS ARE PROVIDED WITH WRIST HANDLE FAUCETS, SINGLE USE SOAP AND PAPER TOWEL DISPENSER. 4.ALL SINKS PROVIDED WITH COLD RUNNING WATER AND HOT WATER (100-108°F). 5.ALL SINKS TO HAVE MIXING FAUCETS WITH SPOUTS LONG ENOUGH TO REACH EACH SINK COMPARTMENT. 6.THE UTENSIL WASHING SINK TO BE LARGE ENOUGH TO ACCOMMODATE THE BIGGEST PIECE OF EQUIPMENT. 7.ALL FLOOR SINKS TO BE INSTALLED FLUSH WITH THE FLOOR. PROVIDE EASILY REMOVABLE (WITHOUT THE USE OF TOOLS) APPROVED GRATES ON EXPOSED FLOOR SINKS THAT ARE PARTIALLY OR COMPLETELY IN TRAFFIC AREAS. WHERE FLOOR SINKS ARE LOCATED AT OR NEAR THE EDGE OF COUNTERS OR CABINETS THAT HAVE A TOE-KICK BASE. THE COUNTERS OR CABINETS TO BE RECESSED IN ALONG THE SIDES AND BACKS OF THE FLOOR SINKS AND THE TOE-KICK FLOOR JUNCTURES IN THE RECESSED AREAS TO HAVE AN INTEGRAL COVED BASE. 8.IF THE MOP SINK HAS A TREADED CONNECTION FOR A HOSE IT MUST HAVE AN APPROVED VACUUM BREAKER. 9.ALL REFRIGERATION UNITS TO MAINTAIN FOOD AT AMBIENT TEMPERATURES OF 41° F OR LESS. 10.ALL REFRIGERATION UNITS TO BE PROVIDED WITH THERMOMETERS. 11.WALK-IN COOLER AND FREEZERS UNITS MUST BE COMPLETELY FLASHED TO THE BUILDINGS WALLS AND CEILINGS. ALL CONDUIT PLUMBING ETC. NOT CONCEALED WITHIN WALLS MUST BE INSTALLED AT LEAST 6 INCHES OFF THE FLOOR AND 1 INCH AWAY FROM WALLS. ALL EXPOSED FLEX CONDUIT IS TO BE SEAL TIGHT OR EQUIVALENT. 12.PROVIDE APPROVED NON-CORRODIBLE SHELVING THAT WILL MEET NSF INTERNATIONAL OR EQUIVALENT STANDARDS FOR USE IN WALK-IN COOLER AND FREEZER UNITS. WALL MOUNTED SHELVING MUST BE INSTALLED WITH PERMANENT APPROVED BRACKETS. ADJUSTABLE TRACK TYPE SHELVING BRACKETS ARE NOT ALLOWED. 13.SMOOTH,DURABLE, EASILY CLEANABLE AND NONABSORBENT WALL AND CEILING FINISHES ARE REQUIRED IN THE FOLLOWING AREAS: WHERE FOOD IS PREPARED OR PACKAGED. CUSTOMER SELF-SERVE LOCATIONS WHERE OPEN FOOD OR BEVERAGE IS DISPENSED(e.g., SALAD BARS, BUFFETS, CONDIMENT STATIONS, BEVERAGE STATIONS, etc.). WHERE UTENSILS ARE WASHED OR STORAGE. JANITORIAL AREAS. RESTROOMS (CUSTOMER RESTROOMS DO NOT REQUIRE LIGHT-COLORED WALL OR CEILING FINISHES THOUGH IT IS RECOMMENDED). EMPLOYEE LOCKER ROOMS OR PERSONAL BELONGING STORAGE AREAS. WALK-IN REFRIGERATORS/ FREEZERS. WHERE ANY FOOD IS NOT STORED IN THE ORIGINAL UNOPENED CONTAINERS. GARBAGE AND REFUSE STORAGE. THE FLOOR IN THE ABOVE AREAS MUST EXTENDS INTEGRALLY UP THE WALL AND TOE KICKS AT LEAST 4 INCHES WITH A MINIMUM 3/8 INCHES RADIUS AT THE WALL/FLOOR AND TOE KICK/FLOOR JUNCTURES. TOP SET COVING IS NOT ALLOWED IN THESE LOCATIONS. 14.PREFABRICATED FLOOR TO BE EXTENDED INTEGRALLY UP THE WALLS AT LEAST 4" WITH MINIMUM 3/8" RADIUS AT THE WALL/FLOOR JUNCTURES INSIDE AND OUTSIDE. 15.PROVIDE FRP ON THE WALL ADJACENT TO ANY FOOD/BEVERAGE PREPARATION EQUIPMENT. 16.4'-6" 5'-0" HIGH EQUIPMENT TO BE PROTECTED BY SNEEZE GUARD. 17.LIGHTING: "SHATTER RESISTANT LIGHT FIXTURE" MINIMUM 20 FT. CANDLES AT FOOD PREP; 10 FT. CANDLES IN STORAGE; 50FT. CANDLES WHERE EMPLOYEE SAFETY IS A FACTOR. H83.00 2 WINDOW-WIDE OPEN, DRIVE THRU, AUTOMATIC N83.00 2HAND DRYER W/ RECESS KIT N84.00 2 WATER CLOSET, FLOOR MOUNT N86.00 2 URINAL N87.00 1 HAND SINK AFRYER BBAKING CSANDWICH DPREP EWALK-IN GSHELVING HPRODUCTION J FRONT SERVICE KDRINKS MOFFICE NMISCELLANEOUS P POINT OF SALE LDINING Q SIGNAGE (BUILDING)

BP20203 8POP BP30142UCP 8POP M101-110 8POP D328510500N B2180 8POP BBSUL2934P 8POP BBS-U-10032LH D576220300N DRUF120TPR 8POP GBF1P-S R8POP CTB DBL L8POP GBR1P-S R8POP D328530400N F775670100N F775680100N VCT-2 8POP EHBP23 8POP PHB41F 8POP UPR1826F20580 D202070400N D092850600N NE-17523 8POP D413310300N F775690100N F775660100N B2180 8POP F367400100N DTC-S60-24R AM-15VLT-2 8POP H5XEL 8POP REO-1620-X 8POP HA4522 R8POP PHB21N2 8POP DHB2PT-60P 8POP PHB34R2 8POP PHB21N1 8POP WICF A185891 4H1286 8POP D125050500N RE232N-1 8POP 2436NK3 8POP 2448NK3 8POP 2436DRK3 8POP TTE24C TTM24C TTS10NA

BUNN

52200 8POP SEATING VENDORCUSTOM NWS

F367310100N WASSER106053 8POP FIRE KINGBSD2920 8POP KROWNEHS-68 8POP FIATMSB3624 RINNAI

K242 KROWNE16-197 8POP RESTAURANT INTERIORSINC. R-2030 BOBRICKB-3961-TC XLERATOR AIRGASCARBO-MIZER 450

RL94I ACTION

436500 8POP ACTION434909 8POP RUBBERMAID

FG360288WHT RUBBERMAID

FG360288WHT ADNANCED

REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Development Consultants, Inc. Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA RM-DL-01 POPEYES RESTAURANT-NEW CONSTRUCTION 1603 CECIL AVENUE CITY OF DELANO, CA 93215 EQUIPMENT & FURNITURE SCHEDULE 12/25/2021 MS DV A2.2 DESCRIPTION TAG QTY. MANUFACTURERMODEL FURNISHED BY FURNISH/INSTALL INSTALLED BY AMPS KW HP VOLTS PHASE DIRECT PLUG FILTERED COLD HOT DIRECT INDIRECT SIZE MBTUH ELECTRICAL WATERWASTEGASREMARKS A10.30 A24.U2 A31.00 A35.L A35.10 A47.20 A47.30 A48.00 A49.00 A54-R B10.00 B60.00 B65.00 C10.32 C18.00 C20.00 C40.00 C41.00 C50.00 D10.30 D11.72 D20.00 D22.00 D29.00 D40.00 D40.01 D40.03 D41.00 D50.00 D70.00 D81.00 D90.00 D92.00 D93.10 D94.00 D94.10 E10.00 E20.00 E30.84 E71.00 G10.36 G10.48 G21.36 G20.48 2 1 1 1 1 2 1 1 1 1 1 1 1 1 2 1 1 1 2 1 1 2 2 1 1 2 1 1 1 2 1 1 1 1 1 1 1 2 1 1 4 3 1 2 3 1 MULTIPLE FRYER SYSTEM, GAS MULTIPLE FRYER SYSTEM, GAS MARINATOR ONE COMPARTMENT SINK PRE-RINSE FAUCET ASSEMBLY BATTER CART BREADER/ BLENDER/ SIFTER 3-PAN ICE BATH TABLE FABRICATION DRUMROLL REACH-IN FREEZER CONVECTION OVEN, DOUBLE STACKED REACH-IN REFRIGERATOR BISCUIT HOLDING UNIT POPEYES DUAL SIDE SANDWICH PREP POPEYES 24" X 42" TOASTER TABLE TOASTER PRODUCT HOLDING UNIT PROTEIN HOLDING UNIT BUN / SHEET PAN RACK WORK TABLE WORK TABLE MICROWAVE OVEN MICROWAVE SHELF PACKING TABLE, DOUBLE SIDED 3-BOWL SINK PRE-RINSE FAUCET ASSEMBLY SPLASH DIVIDER CLEAN DISHTABLE DISHWASHER HOT WATER DISPENSER RETHERMALIZER, WATER TANK, ELECTRIC PROOFER CABINET, MOBILE HOLDING BINS HOLDING BINS PROTIEN HOLDING BIN BISCUIT HOLDING BIN WALK-IN COOLER CHICKEN RACKS CHICKEN CRATE EVEN-THAW REFRIGERATOR SHELVING WIRE SHELVING DUNNAGE SHELVING TRACK SHELVING KIT TRACK SHELVING KIT TRACK SHELVING SECTION ULTRAFRYER ULTRAFRYER AYRKING NWS T & S AYRKING AYRKING NWS AYRKING DELFIELD BLODGETT OVEN DELFIELD NWS NWS NWS ANTUNES PRINCE CASTLE PRINCE CASTLE CAMBRO NWS NWS PANASONIC NWS NWS NWS T&S BRASS NWS ADVANCE TABCO HOBART BUNN ULTRAFRYER WINSTON PRINCE CASTLE PRINCE CASTLE PRINCE CASTLE PRINCE CASTLE KOLPAK SPG NWS TRAULSEN METRO METRO METRO METRO METRO METRO G21.48 G30.36 G30.42 G40.36 G40.42 G40.48 G51.36 G52.66 G55.42 G61.30 G61.36 G83.48 H10.00 J20.00 J31.00 J40.00 J41.00 J50.00 J51.00 K10.F K11.00 K15.00 K20.00 K30.00 K42.00 K71.00 K72.00 K73.00 K74.00 M10.00 M11.00 M20.00 M30.00 N10.00 N20.00 N31.00 N40.00 N40.10 N60.00 N61.00 N70.00 N75.00 N82.00 N83.00 K40.00 DUNNAGE SHELVING SHELVING, WIRE SHELVING DUNNAGE RACK DUNNAGE RACK DUNNAGE RACK POS TABLE DRIVE THRU TABLE WORK TABLE W/UNDERSHELF WIRE SHELVING WIRE SHELVING EXPEDITE TABLE MODULAR DUAL LINE CASH CONTROLLER CONDIMENT ORGANIZER BIN RACK UNDERCOUNTER REFRIGERATOR UNDERCOUNTER REFRIGERATOR DISPOSABLE CUP DISPENSER DISPOSABLE CUP DISPENSER ICE MAKER, CUBE-STYLE ICE MAKER, CUBE-STYLE, HIGH CAPACITY ICE BIN WATER FILTER SYSTEM DRINK MACHINE BAG N BOX TEA BREWER TEA DISPENSER COFFEE MAKER POS OFFICE WALL CABINET MANAGERS DESK OFFICE SUPPLIES SAFE HAND SINK MOP SINK (24" X 36") WATER HEATER FIRE EXTINGUISHER FIRE EXTINGUISHER INGREDIENTS BIN INGREDIENTS BIN MOP & BROOM HANGER FAUCET RECESSED,PAPER TOWEL DISPENSER/ WASTE RECEPTACLE HAND DRYER W/ RECESS KIT CO 2 TANK BULK 2 4 4 1 1 3 1 1 1 2 1 1 1 3 1 1 1 2 1 2 1 1 1 2 1 1 3 1 1 1 1 1 1 3 1 1 2 1 1 1 1 2 1 2 1 METRO2448DRK3 8POP METRO 1436NK3 METRO1448NK3 8POP NWS DUN240836 NWS DUN240842 NWS DUN240848 METRO NWS F234440200N NWS D092820300N METRO1830BR 8POP METRO1836BR 8POP NWS F775720100N NWS F775280200N NKL INDUSTRIES W-101 CAMBRO12RS12 8POP SILVER KINGSKRS28-RS 8POP SILVER KINGSKRS28-RS 8POP DISPENSE-RITEWR-CC-22-POP DISPENSE-RITEWR-CC-22-POP MANITOWOCIBF0620C MANITOWOCIYT1200N 8POP MANITOWOCD570 8POP EVERPURE EV943710 8POP BUNN34000.0012 BUNN TB3Q0013 8POP BUNN TDO40 8POP

P10 P20 P30 LP10 LP11 LP23.10 LP23.20 LP23.H LP23.C LP23.P ADA LP41.00 LP50.00 LP52.00 LP54.00 LP56.00 LP58.00 Q12.00 3 2 3 23 6 1 2 1 3 4 2 2 1 1 1 1 1 1 CASH DRAWER P.O.S. SYSTEM CASH REGISTER P.O.S. SYSTEM PLK APPROVED VENDOR PRINTER P.O.S. SYSTEM PLK APPROVED VENDOR CHAIR, DINING (INCLUDING OFFICE) SEATING VENDORCUSTOM BAR STOOL, DINING SEATING VENDORCUSTOM BOOTH BENCH, SINGLE SEATING VENDORCUSTOM BOOTH BENCH, DOUBLE SEATING VENDORCUSTOM TABLE TOP 28" x 87" x 42" H, CORE DRILLED SEATING VENDORCUSTOM TABLE TOP 24" x 26" x 30" H, CORE DRILLED SEATING VENDORCUSTOM TABLE TOP 42" x 26" x 30" H, CORE DRILLED SEATING VENDORCUSTOM TABLE TOP 42" x 26" x 30" H, CORE DRILLED SEATING VENDORCUSTOM TRASH RECEPTACLE SEATING VENDORCUSTOM SELF-SERVE BEVERAGE COUNTERSEATING VENDORCUSTOM CONDIMENT HOLDER W/9 BINS CONTINENTAL CARLISLE STAINLESS STEEL DRIP PAN KITCHEN EQUIPMENT SUPPLIER CUSTOM DISPENSER, NAPKIN, DROP-IN SAN JAMARH2001CLSS LID & STRAW HOLDER SEATING VENDORCUSTOM MENUBOARD, DIGITAL 4 PANELS SICOMCUSTOM 3/4" 3/4" 1 1/2" 225.0 180.0 1/2" 1/2" 1/2" 1" 1/2" 1/2" 3/4" 3/4"1 1/2" 1/2" 1/2" 1" 1" 1 1/2" CORD & PLUG NEMA 5-15P120 1 8.5 120 8.55-15P CORD & PLUG 1.7 40 CORD & PLUG 1 5-15P115 230 CORD & PLUG 5-15P 115 1 1 1 1.05-15P CORD & PLUG 120 1 1.6 SEE SPECIFICATIONS 115 1 7.2 5-15P CORD & PLUG 2203 30.011.0DIRECT 115 1 4.2 CORD & PLUG 5-15P 120 1 8.51.8 CORD & PLUG 5-15P 1211 12.05-15P 1.4 CORD & PLUG 120 1 12.05-15P CORD & PLUG 208 1 16.6 1.7 CORD & PLUG 6-15/20R 2 POLE, 3 WIRE 120-208 1 5.8 208-2303 45.45.0 DIRECT 208 1 19.54.0 DIRECT 208 1 47.69.8 DIRECT 120 1 19.32.32 CORD & PLUG 5-20P 208-240 1 13.875.3 CORD & PLUG 6-15P INCLUDED IN #H10 SEE SPECIFICATIONS 115 1 16.0 CORD & PLUG 5-20P 120-2083 63.73 DIRECT LOAD CENTER 120 1 2.9 CORD & PLUG 5-15P 3/8" 3/8" 3/4" 1/4" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 1 1/2" 1.1 12.2 11.0 14.4 14.0 5-15P 5-15P1.73 1.66 120 208-230 208 120 120 1 1 1 1 1 CORD & PLUG CORD & PLUG CORD & PLUG DIRECT DIRECT BY OTHERS N81.00 WALL MOUNT HAND SINK 1 N84.00 WATER CLOSET, FLOOR MOUNT, SENSOR FLUSH 2 AMERICAN STANDARD N86.00 URINAL 2 N87.00 HAND SINK 1 IKEA 3461.001 08 LILLANGEN SINK XL-SB WITH RECESS KIT 0.9207W AFRYER BBAKING CSANDWICH DPREP EWALK-IN GSHELVING HPRODUCTION J FRONT SERVICE KDRINKS MOFFICE NMISCELLANEOUS PPOINT OF SALE LDINING H83.00 2 WINDOW-WIDE OPEN, DRIVE THRU, AUTOMATIC QUIKSERV BP-7241E Q SIGNAGE (BUILDING) TAPRITE3-BTSFJ

PROVIDE MILDEW RESISTANT SILICONE SEALANT ALONG BASE OF CORNER GUARD 2" x 2" x FULL HEIGHT 16 GA. S/S ANGLE SET IN MASTIC. COUNTERSUNK HEAD S/S SCREWS @ 16" O.C.(TYP) 1/2" CONCRETE BD. TO 18" ABOVE FLOOR THEN 1/2" TYPE"X" GYP. BD. FRP BOARD SILIKAL CQ-61 TROWEL COVE TO J- MOULDING AT FRP TRANSITION. NOTE: QUARRY TILE BASE (INSIDE CORNER) NOT SHOWN FRP BOARD 2" x 2" x FULL HEIGHT 16 GA. S/S ANGLE SET IN MASTIC. SILIKAL CQ-61 TROWEL COVE TO J- MOULDING AT FRP TRANSITION. COUNTERSUNK HEAD S/S SCREWS @ 16" O.C.(TYP) SILIKAL CQ-61 FLOORIN AS PER MANUFACTURES INSTRUCTION FRP BOARD TROWEL RADIUS TL-1 TL-2 CB-2 TL-3 CB-2 TL-3 QT1 QT2 QT1 QT2 QT1 QT2 105 103 107 108 102 110 106 104-B 101-A 104-A 101-B 111-A 111-B 109 ACC. GENDER NEUTRAL RESTROOM HALLWAY NON-ACC. GENDER NEUTRAL RESTROOM OFFICE DRIVE-THRU PREP. AREA WALK -IN COOLER WALK -IN FREEZER STORAGE STORAGE BATTER/ FRY SALES AREA HALLWAY DINING AREA QT1 QT2 QT1 QT2 NOTE: MIX-UP FLOOR TILES BOXES WHEN INSTALLING. QT1 QT2 QT1 QT2 M-1 MB-1 CORE DRILLING LOCATIONS REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Development Consultants, Inc. Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA RM-DL-01 POPEYES RESTAURANT-NEW CONSTRUCTION 1603 CECIL AVENUE CITY OF DELANO, CA 93215 FLOOR FINISH PLAN 12/24/2021 MS DV A3.1 COVE BASE NOTES: (A)BATHROOM FLOOR WILL CONTINUE UP THE WALL AT LEAST 4 INCHES WITH A 3/8-INCH RADIUS COVE. (B)SERVICE/BACKROOM FLOORS WILL CONTINUE UP THE WALL AT LEAST 4 INCHES WITH A 3/8-INCH RADIUS COVE. (C)TYPICAL COVE DETAIL IS AS SHOWN BELOW:SCALE: 3"=1'-0" KITCHEN CORNER GUARD 2 SCALE: N.T.S. COVE BASE DETAIL 3 WALL FINISH PER SCHEDULE TILE COVE BASE. FINISH FLOOR TILE 5/8" THICK GYP. BOARD. NOTE:MINIMUM 4" HIGH, 3/8" RADIUS CONTINUOUS 4" (MIN.) MIN. RADIUS 3/8" ISOMETRIC VIEW ELEVATION SCALE: 1/4"=1'-0" FLOOR FINISH PLAN 1 FLOORING ROOM DESCRIPTIONCODEMATERIALLOCATIONSOURCEPRODUCTCOLORDIMENSION 101-A DINING AREA 101-B HALLWAY 110 HALLWAY TL-1BASE TILEWALL BASE CREATIVE MATERIALS CORP BUSINESS-SLATE 2.0 COLOR :MATTE GROUT COLOR: ULTRACOLOR PLUS-IRON#107 6" X 24" THICKNESS 10.5 mm TL-2 TILE DINING ROOM FLOOR AND RESTROOM WALLS BUSINESS-SLATE 2.0 FINISH:NATURAL/CLEFTED. BODY PORCELAIN GLAZED COLOR BODY GROUT COLOR ULTRACOLOR PLUS- IRON#107 24" X 24" THICKNESS 10.5mm 111-A ACC. GENDER NEUTRAL RESTROOM 111-B NONACC. GENDER NEUTRAL RESTROOM TL-3 TILERESTROOM FLOOR TILE BUSINESS-SLATE 2.0 FINISH:NATURAL/CLEFTED. BODY PORCELAIN GLAZED COLOR BODY GROUT COLOR ULTRACOLOR PLUS- IRON#107 12" X 24" THICKNESS 10.5 mm CB-2FIELD TILERESTROOM BASE BUSINESS-SLATE 2.0 COLOR: MATTE GROUT COLOR: ULTRACOLOR PLUS - IRON #107 24" X 24" 102 SALES AREA 103 BATTER/ FRY 104-A STORAGE 104-B STORAGE 106 WALK-IN COOLER 107 PREP. AREA 108 DRIVE THRU 109 OFFICE QT-1QUARRY TILE BACK OF HOUSE FLOORS QUARRY GREY FINISH: SMOOTH 6" X 6" QT-2 QUARRY TILE BASE. REFER 3/A3.1 BACK OF HOUSE BASE QUARRY GREY FINISH: SMOOTH 6" X 6" E-1ALTERNATE: EPOXY FLOORINGBACK OF HOUSE FLOORSSILIKAL QUARTZ BLEND#4 INTERNAL COVE BASE105 WALK-IN FREEZER M-1 METAL PANEL LAID ON TOP OF QUARRY BASE TILE WALK-IN FREEZER-- FINISH: GALVANIZEDMB-1 PREFABRICATED FLOOR IS EXTENDED INTEGRALLY UP THE WALL AT LEAST 4 INCHES WITH A MINIMUM 3/8 INCH RADIUS AT THE WALL/FLOOR JUNCTURE WALK-IN FREEZER BASE-- FINISH: GALVANIZEDFLOOR FINISH SCHEDULE CONTRACTOR NOTE CONTRACTOR TO OBTAIN FRANCHISER APPROVALS, PRIOR TO INSTALLATION, NOTIFY COUNTY ENVIRONMENTAL HEALTH DEPARTMENT FOR ANY VARIATIONS & CONTACT PROJECT TEAM FOR PLAN REVISIONS, IF REQUIRED. NOTE: 1.CORE DRILL LOCATIONS ARE SHOWN ON THIS SHEET FOR INFORMATIONAL PURPOSES ONLY. GC SHALL MEASURE AND VERIFY FINAL LOCATIONS BEFORE ANY DRILLING IS DONE. ALSO CORE DRILLS SHOULD AVOID EDGE OF ALL TILES TO PREVENT CRACKING. 2.ALL CORE DRILLING TO BE COORDINATED WITH SEATING SUPPLIER.

AP-3 "12 HOUR MARINANTION" 1 GRAPHIC VENDORVINYLDIGITALLY PRINTEDFRAME

AP-4AP-4 "MANIFESTO" 1 GRAPHIC VENDORCANVASDIGITALLY PRINTEDFRAME

AP-5 AP-1 "MP-CHICKEN"1GRAPHIC VENDOR--FRAME

AP-6 AP-6 "MOBILE ORDER PICK UP"1GRAPHIC VENDOR -DIGITALLY PRINTED-

AP-7 AP-7 "BYWATER MURAL" 1 GRAPHIC VENDORSENSITIVE VINYLDIGITALLY PRINTEDFRAME

AP-8 AP-8 "POPPY(LARGE)" 1GRAPHIC VENDOR-NEON ELECTRICAL SIGN-

AP-9 AP-9 "ITK-COLESLAW SHUFFLE"1GRAPHIC VENDOR CANVASDIGITALLY PRINTEDFRAME

AP-10 AP-10 "ALL GENDER RESTROOM" 1 GRAPHIC VENDOR-DIGITALLY PRINTEDFRAME

AP-11 AP-11 "JAZZ-DANCE" 2 GRAPHIC

TL-4 TL-4 TL-4 TL-3,5,6 TL-1 P-4 TL-3,5,6 TL-1 P-4 F-1A TL-1 P-1 BR-1 TL-1 P-1 F-1B TL-1 P-1 TL-1 P-1 W-1 W-1 W-1 W-1 W-1 W-1 W-1 105 103 107 108 102 110 106 104-B 101-A 104-A 101-B 111-A 111-B ACC. GENDER NEUTRAL RESTROOM HALLWAY NON-ACC. GENDER NEUTRAL RESTROOM OFFICE DRIVE-THRU PREP. AREA WALK -IN COOLER WALK -IN FREEZER STORAGE STORAGE BATTER/ FRY SALES AREA HALLWAY DINING AREA AP-3 AP-2 AP-9AP-5 AP-8 AP-10 AP-11 AP-1 AP-6 AP-12 AP-7 AP-7 AP-10 AP-11 AP-4 TL-4 109 F-1B TL-1 P-1 SS-1 W-1 AP-7 P-2 P-2 WALL FINISHES AND PAINT CODEMATERIALLOCATIONSOURCEPRODUCTCOLORDIMENSION BR-1FACE BRICKDINING ROOM ACCENT WALLS CREATIVE MATERIAL CORPORATION THIN BRICK 814 VINTAGE BRICK. FINISH PAINT P-1. OC-68 DISTANT GRAY 7-5/8"X2-1/4" NICHIHA FIBER CEMENTVINTAGE BRICK FINISH PAINT P-1. OC-68 DISTANT GRAY 7 3/8"X 2/12"X3/4" P-1 PAINT INTERIOR WALLS/CEILING BEADBOARD/BRICK KITCHEN DOOR FRAME PICK UP DOOR BENJAMIN MOORE ULTRA SPEC 500 EGGSHELL WHITE OC-068 DISTANT GRAY P-2PAINTEXTERIOR DOOR/ MULLION FRAME ULTRA SPEC 500 EGGSHELL2133-20 BLACK JACK P-3 PAINT ENTRANCE DOOR (ORANGE) SHERWIN WILLIAMS SW6886 INVIGORATE P-4PAINTRESTROOM WALLSBENJAMIN MOOREULTRA SPEC 500 EGGSHELLOC-669 OCEANIC TEAL P-5 PAINTRESTROOM DOOR FRAMESHERWIN WILLIAMS SW6103 TEA CHEST F-1A,B* BEADBOARD (*A : HORIZONTAL, *B VERTICAL) DINING ROOM ACCENT WALLS, HALLWAY NANTUCKET BEADBOARD FINISH:PAINT P-1. ULTRA SPEC 500 EGGSHELL WHITE OC-068 DISTANT GRAY 4"- CHANNEL BEAD 1/8"X1/8" PL-1RESTROOM DOOR FACESINTERIOR DOOR LAMINATENEVAMAR MOCHA MODERN CHERRYW465 EV PL-2 RESTROOM DOOR FRAMEINTERIOR DOOR PAINTBENJAMIN MOOREULTRA SPEC 500 EGGSHELL2133-20 BLACK JACK W-1 FRP SHEETKITCHEN WALLSMARLITEFRP SHEETP100- WHITE. PEBBLE FINISH REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Development Consultants, Inc. Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA RM-DL-01 POPEYES RESTAURANT-NEW CONSTRUCTION 1603 CECIL AVENUE CITY OF DELANO, CA 93215 WALL FINISH PLAN 12/24/2021 MS DV A3.2 SCALE: 1/4"=1'-0" WALL FINISH PLAN 1

FINISH SCHEDULE-FINISH LEGEND WALL FINISH (NOTE: REFER A3.1 FOR WALL BASE SCHEDULE & FIRE CLASSIFICATION NOTES BELOW) WALL GRAPHIC GRAPHICS MARKDESCRIPTION NO. SUPPLIER/MANUF.MATERIALSPECIFICATIONSFINISH AP-1 METAL POPPY

AP-2AP-2

AP-3

WALL

1 GRAPHIC VENDORMETAL--

"FSC LOGO"1GRAPHIC VENDORWOOD PLANKSTORY GRAPHIC -

VENDOR-DIGITALLY PRINTEDAP-12AP-13 "FAMILY SIGN"1GRAPHIC VENDOR-DIGITALLY PRINTEDFIRE CLASSIFICATION NOTES: 1.FIRE SPREAD RATING OF INTERIOR WALL AND CEILING FINISH MATERIALS TO BE CLASS C (FLAME SPREAD INDEX 76-200 AND SMOKE DEVELOPED INDEX 0-450) OR BETTER. (BUILDING CODE SECTION 803 & TABLE 803.11: FIRE CODE SECTION 803 & TABLE 803.3.) 2.FLAME SPREAD PROPOGATION OF DECORATIVE MATERIALS SUSPENDED FROM WALLS OR CEILINGS (INCLUDING WALL GRAPHICS & MENU BOARDS) TO BE FLAME RESISTANT. DECORATIVE MATERIAL NOT TO EXCEED 10% OF THE SPECIFIC WALL OR CEILING AREA TO WHICH THEY ARE ATTACHED. (BUILDING CODE SECTION 806.1 & FIRE CODE SECTION 807). 3.REPORTS TO BE FURNISHED TO FIRE CODE OFFICIAL UPON REQUEST. CONTRACTOR NOTE CONTRACTOR TO OBTAIN FRANCHISER APPROVALS, PRIOR TO INSTALLATION, NOTIFY COUNTY ENVIRONMENTAL HEALTH DEPARTMENT FOR ANY VARIATIONS & CONTACT PROJECT TEAM FOR PLAN REVISIONS, IF REQUIRED. GRAPHIC SCHEDULE SOLID SURFACES CODEMATERIALLOCATIONSOURCEPRODUCTCOLORDIMENSIONADDITIONAL INFORMATION SS-1SOLID SURFACE FRONT SERVICE COUNTER TOP HI-MACS G555 STEEL CONCRETE PROVIDED BY SEATING VENDOR SS-2SOLID SURFACEWINDOW SILLSCORIANDEEP NOCTURNE PROVIDED BY GC FSC METAL CANOPY BY SCI NOTE: FOR DETAILED TL-# FINISHES REFER A3.1 FLOOR FINISH SCHEDULE)

F/D A A A A A A A A A A A A A A A A A A A A A A A LL1 LL1 LL1 LL1 LL1 LL1 LL1 H H H H H2 H2 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 LL4 H1 H1 H1 H1 H1 H1 H1 H1H1 H1 EM EM EM EM D D D D D D D EX EX S/S: STAINLESS STEEL CEILING PANELS (20 GAGE) AT HOOD AREA ROOF ACCESS HATCH MENU BOARD BULKHEAD @ +7'-0" A.F.F. STAINLESS STEEL CAP SUPPLIED AND INSTALLED G.C. PAINT P-8 PENDANTS @ 84" A.F.F. DINING ROOM PENDANTS @ 78" A.F.F. DRIVE-THRU CANOPY ACC. & NON ACC. GENDER NEUTRAL RESTROOM: GPBD1 @ 8'-0" PAINT P-9 J-BOX FOR SPEAKER AT 10'-4" A.F.F. J-BOX FOR SPEAKER AT 10'-4" A.F.F. J-BOX FOR SPEAKER AT 10'-4" A.F.F. LIGHTING BY W.I.B MANUFACTURER. ELECT. HOOK UP BY G.C., CANOPY HOOD HOOD LIGHTING BY W.I.B MANUFACTURER. ELECT. HOOK UP BY G.C., HOOD 101-A 104-A 105 106 103 107 108 102 109 111-A 110 104-B 101-B 111-B WP EM DRIVE-THRU A LL4 LL4 LL4 LL4 LL4 A LL4 LL4 A REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Development Consultants, Inc. Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA RM-DL-01 POPEYES RESTAURANT-NEW CONSTRUCTION 1603 CECIL AVENUE CITY OF DELANO, CA 93215 CEILING PLAN 12/24/2021 MS DV A4.1 WP WALL PAK LIGHT EXTERIOR GOOSENECK LIGHT H D CYLINDRICAL PENDANT LIGHT RECESSED DOWNLIGHT H1 LL1 LL4 FRONT CANOPY LIGHT H2 EXTERIOR WALL SCONCE EMERGENCY LIGHT WITH 90 MINUTE AUTOMATIC BATTERY BACKUP EM DX26 15/16" EXPOSED GRID SYSTEM, ALUMINUM CAP #ZXA BY U.S.G. -COLOR: WHITE. U.S.G. "GLACIER" # 707, REVEALED EDGE, 24"x24"x 5/8", WHITE U.S.G. "RADAR CLIMAPLUS" # 2420, STL EDGES, 24"x48"x5/8", WHITE 1/2" WMR GYPSUM BOARD SURFACE: WASHABLE PAINT, W/ NO TEXTURE COLOR: WHITE. 15/16" DBL. WEBB HOT DIPPED GALV. STEEL TEE, ALUMINUM CAP #ZXA BY U.S.G.-COLOR: WHITE U.S.G. SHEETROCK BRAND LAY-IN CEILING TILE -"CLIMAPLUS" #3270, WHITE VINYL 24"x48"x1/2" METALWORKS PLANK BY ARMSTRONG. ITEM NO. 5330 WHITE UNPERFORATED 16" X 96" GRID1 ACOU1 ACOU1 (OPTIONAL) GPBD1 GRID2 ACOU2 METAL1 MANUFACTURERS AND COLORS SHALL BE AS SPECIFIED. SUBSTITUTIONS WILL NOT BE ACCEPTED. PAINT TO BE APPLIED IN ACCORDANCE WITH MANUFACTURES TECHNICAL DATA SHEETS. NOTE: 1.REFER TO FINISH SCHEDULE FOR OPTIONAL DINING AREA CEILING TILE AND GRID. 2.REFER TO A4.2 FOR CONSTRUCTION DETAILS. GRID SPECIFICATION TILE SPECIFICATION CEILING HEIGHT AFF (2' x 4') T-BAR CEILING. REFER A4.2 FOR DETAILS A (2' x 2') T-BAR CEILING. REFER A4.2 FOR DETAILS LEGEND NOTE: REFER ELECTRICAL PLANS FOR LIGHTING SCHEDULE & DETAILS. MATERIALS - CEILING GRID GENERAL NOTES FIRE CLASSIFICATION NOTES: 1.FIRE SPREAD RATING OF INTERIOR WALL AND CEILING FINISH MATERIALS TO BE CLASS C (FLAME SPREAD INDEX 76-200 AND SMOKE DEVELOPED INDEX 0-450) OR BETTER. (BUILDING CODE SECTION 803 & TABLE 803.11: FIRE CODE SECTION 803 & TABLE 803.3.) 2.FLAME SPREAD PROPOGATION OF DECORATIVE MATERIALS SUSPENDED FROM WALLS OR CEILINGS (INCLUDING WALL GRAPHICS & MENU BOARDS) TO BE FLAME RESISTANT. DECORATIVE MATERIAL NOT TO EXCEED 10% OF THE SPECIFIC WALL OR CEILING AREA TO WHICH THEY ARE ATTACHED. (BUILDING CODE SECTION 806.1 & FIRE CODE SECTION 807). 3.REPORTS TO BE FURNISHED TO FIRE CODE OFFICIAL UPON REQUEST. EXIT SIGNAGE NOTES: 1.EXIT SIGNS TO BE READILY VISIBLE (i.e. NOT HIDDEN BY STORAGE RACKS, WING WALLS, etc.) 2.EXIT SIGNS TO INDICATE DIRECTION OF TRAVEL TO EGRESS WHERE REQUIRED 3.EXIT SIGNS TO BE LOCATED AT EVERY CHANGE OF DIRECTION OF EGRESS TRAVEL. 4.DISTANCE NOT TO EXCEED 100 FT. BETWEEN EXIT SIGNS, etc. CBC 1013.1 5.GC TO INSTALL EXIT SIGNS TO THE SATISFACTION OF AHJ AS PER FIELD CONDITIONS, PRIOR TO FINAL FIRE INSPECTION 6.G.C. TO REFER ELECTRICAL PLANS FOR MEANS OF EGRESS. (2' x 4') LED LAY-IN TROFFER MOUNT NO LOWER THAN 8' DRIVE-THRU CANOPY LIGHT (SUPPLIED BY SIGN SUPPLIER) 1.CEILING GRID TO BE SUPPORTED FROM STRUCTURAL MEMBERS ONLY. GRID TO NOT BE SUPPORTED FROM OTHER TRADES WORK. 2.COORDINATE GRID INSTALLATION WITH LOCATION OF MECHANICAL EQUIPMENT AS INDICATED ON SHEET M-1 AND E-1. 3.HANGER WIRES FOR GRID TO BE INSTALLED AT NOT MORE THAN 48" O.C. AND AT EACH CORNER OF LAY-IN LIGHT FIXTURES. SEE ELECTRICAL PLANS FOR FIXTURE LOCATIONS. 4.CEILING GRID SHOULD BE CENTERED AT DINING ROOM. SCALE: 1/4"=1'-0" 1 REFLECTED CEILING PLAN CEILING FINISH SCHEDULE (REFER FIRE CLASSIFICATION NOTES) NOTE: EXIT SIGNS AND LIGHTING FIXTURES DENOTED "EM" TO BE PROVIDED WITH 90 MINUTES BATTERY PACK, CONNECTED WITH UNSWITCHED HOT WIRE FOR BATTERY CHARGING. A LOCK-ON DEVICE TO BE FITTED FOR THE EMERGENCY LIGHTING CIRCUIT BREAKER. REFER ELECTRICAL PLANS FOR DETAILS. LOCATION SUPPLIER/MANUF. MATERIAL SPECIFICATIONS COLOR FINISH MARK GRID-1 SALES AREA USG INTERIORS EXPOSED GRID SYSTEM DX26 15/16" EXPOSED GRID SYSTEM,ALUMINUM CAP #ZXA WHITE ACOU-1 USG INTERIORS ACOUSTICAL TILE "GLACIER" # 707, REVEALED EDGE, 24"x24"x 5/8" REVEALED EDGE WHITE GPBD-1 SALES COUNTER(SOFFIT), ACC. & NON ACC. GENDER NEUTRAL RESTROOM,OFFICE, HALLWAY GYPSUM BOARD 1/2" WMR GYPSUM BOARD SURFACE: WASHABLE PAINT W/ NO TEXTURE WHITE GRID-2 STORAGE BATTER/ FRY, PREP. AREA, STEEL TEE 15/16" DBL. WEBB HOT DIPPED GALV. STEEL TEE, ALUMINUM CAP #ZXA WHITE USG INTERIORS ACOU-2 STORAGE BATTER/ FRY, PREP. AREA, DRIVE- THRU VINYL LAY-IN CEILING TILE "CLIMAPLUS" #3270, VINYL 24"x48"x1/2" WHITE USG INTERIORS METAL-1 DINING AREA ARMSTRONG METAL PLANK ITEM NO. 5330 UNPERFORATED 16" X 96" WHITE SALES AREA INTERNALLY ILLUMINATED DOOR MOUNTED EMERGENCY EXIT SIGN WITH 90 MINUTE AUTOMATIC BATTERY BACKUP, VISIBLE FROM DIRECTION OF EGRESS TRAVEL. AS PER SECTION 1013.1 (SHADING DENOTES FACE) EX EMERGENCY LIGHT & EXIT SIGN W/ 90 MIN. BATTERY BACK-UP AS PER SECTION 1008.3.2 3 A4.1 1 A4.2 4 A4.2

RTU-2 RTU-1 RTU-3 EF-1 ICE MACH CU ICE MACH CU W.I.B. CONDENSING UNITS WATER HTR ROOF HATCH 18'-0" T.O. PARAPET 2 19'-0" T.O. PARAPET 3 18'-0" T.O. PARAPET 2 15'-0" T.O. PARAPET 1 15'-0" T.O. PARAPET 1 SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE 18'-0" T.O. PARAPET 2 SLOPE MUA-1 EF-2 EF-3 +14'-0" ROOF LOW PT. +15'-8" ROOF LOW PT. SLOPE 1/4" PER FT. SLOPE 1/4" PER FT. A8.2 3 A8.4 1 A8.2 2 12'-8" 8'-9" DASHED LINE INDICATES BUILDING LINE BELOW 8" X 12" GALV. METAL CONDUCTOR HEAD W/ OVERFLOW. PROVIDE 3" Ø 22 GA. DOWN SPOUT. PAINT TO MATCH BUILDING ELEVATION. MECHANICAL HVAC UNIT FOR DETAILS. REFER MECHANICAL PLANS FOR DETAILS KEY NOTES CANOPY BY MANUFACTURER. 1 2 3 4 16 4" VENT THROUGH ROOF (VTR). REFER DETAIL 11/A5.2 FOR VENT PIPE FLASHING. REFER PLUMBING PLANS FOR DETAILS 5 6 WALKWAY PAD IF (OPTIONAL) 7 PVC SWEEP. REFER 3/A5.2 8 ROOF ACCESS HATCH. REFER DETAIL 2/A8.4 9 COOLER/FREEZER CONDENSING UNITS. UNIT SUPPLIED BY KES. INSTALLATION AND HOOK UPS TO BE SUPPLIED BY GC. 10 ICE MACHINE CONDENSING UNIT ON STAND. UNIT SUPPLIED BY KES. INSTALLATION AND HOOK UPS TO BE SUPPLIED BY GC. 11 12 13 ROOF TO BE MIN. CLASS-C COOL ROOF IN COMPLIANCE W/ CONTRACTOR NOTES ON THIS SHEET. ROOFING CONSTRUCTION TO BE 2" MIN. POLYISO INSULATION ABOVE STRUCTURAL PLYWOOD COVERED W/ 1/4" DENSDECK PRIME ROOF BOARD W/ ULTRAPLY TPO MEMBRANE ROOF SHEATHING ON TOP, BY DUROLAST W/ A TOTAL MIN. R-VALUE OF 30. USE PLYBOARDS OR DENSDECK BOARDS O/ 2 X WOOD MEMBERS FOR MIN. ROOF SLOPES, WHERE REQUIRED. REFER DETAIL C/A8.1. 5 INTAKE VENT (20"Ø) CURB MOUNTED FLAT ROOF-ATTIC VENTS. BY ACTIVE VENTILATION PRODUCTS INC., MODEL-PV-20-C06-CMF OR EQUIVALENT. 3 EXHAUST VENT (20"Ø) CURB MOUNTED FLAT ROOF-ATTIC VENTS. BY ACTIVE VENTILATION PRODUCTS INC., MODEL-AV-20-C06-CMF OR EQUIVALENT. 14 15 JUNCTURE TO BE SLOPED BY USING PIECES OF POLYISO & DENSDECK 1/4" MIN. (PRIME BOARD) O/ ROOF SHEATHING TO AVOID PERPENDICULAR CONDITIONS. FOR DETAILS. REFER 8/A5.2 SOLAR READY AREA (460 SQ. FT.), REFER MECH. TITLE-24 FORMS FOR DETAILS CONCENTRIC VENT/ COMBUSTION AIR INTAKE FROM WATER HEATER. REFER MECHANICAL PLANS. REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Development Consultants, Inc. Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA RM-DL-01 POPEYES RESTAURANT-NEW CONSTRUCTION 1603 CECIL AVENUE CITY OF DELANO, CA 93215 NOTE: 1.ROOF MOUNTED EQUIPMENT SHIELDED BY BUILDING PARAPET OR EQUIPMENT SCREENS IN SOME AREAS. REFER DETAIL A/A8.1 2.ROOFING SYSTEM SHALL BE WHITE SINGLE PLY ROOF MEMBRANE AS MANUFACTURED BY: · DUROLAST ROOFING TO BE APPLIED OVER R-16 (MIN.) INSULATION BOARD IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 100 YEAR, 1-HOUR RAINFALL = 2 INCHES/ PER HOURS (PER CPC 2019, APPENDIX D TABLE 101.1) ROOF DRAIN CALCULATIONS PROPOSED (34 GPM) < ALLOWABLE(48 GPM), HENCE OK. ALLOWABLE AREA @ MAX 2"/h RAINFALL FOR ONE 3" Ø ROOF DRAIN = 2,320 SQ. FT. @ 48 GPM FLOW (PER TABLE 1103.2, CPC 2019) TOTAL ROOF AREA = 2,866 SQ. FT. MAX. ROOF AREA COVERED BY ONE PROPOSED 3" Ø ROOF DRAIN = 2,866/2 = 1,433 SQ. FT.@ 34 GPM FLOW CONTRACTOR TO INSTALL TPO. COOL ROOF WHICH MUST HAVE: -AGED SOLAR REFECTANCE OF 0.65. -THERMAL EMITTANCE OF 0.75. COOL ROOF NOTES ROOF AREA TOTAL ATTIC SQUARE FOOTAGE IN SQ.FT. REQUIRED NET FREE VENTILATION AREA (NFVA) (BASED ON 1/300 RULE ((CBC 1203.2, EXCEPTION 2) SQ.FT. SQUARE INCHES ((C)X144) REQUIRED # OF ACTIVE VENTILATION PRODUCT CURB MOUNTED INTAKE VENTS MODEL PV-20-C06-CMF OR EQUIVALENT, PROVIDING nfva OF 314 SQ.IN/VENT REQUIRED # OF ACTIVE VENTILATION PRODUCT CURB MOUNTED EXHAUST VENTS MODEL AV-20-C06-CMF OR EQUIVALENT, PROVIDING nfva OF 314 SQ.IN/VENT REMARKS (INTAKE VENTILATION TO EXCEED EXHAUST VENTILATION) (a)(b)(c)(d)(e)(f)(g) ROOF 286614405 3 10 (e)>(f) HENCE OK.

1/4"=1'-0" 1 ROOF PLAN ROOF PLAN 12/24/2021 MS DV A5.1 2 2 2 11 3 8 1 1 1 5 4 3 5 7 8 10 7 3 9 2 2 14 12 12 13 13 6 15 15 13 7 11 16 NOTE: 1.ROOFING SYSTEM SHALL BE WHITE SINGLE PLY ROOF MEMBRANE AS MANUFACTURED BY: DUROLAST ROOFING TO BE APPLIED OVER R-16 (MIN.) INSULATION BOARD IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2.REFER SHEET A5.2 FOR ROOF DETAILS. 12 12 12

ATTIC VENT CALCULATIONS

4" 0 OVERFLOW DRAIN _TPO MEMBRANE ROOF DRAIN ASSEMBLY (4" 0) \�1/4" DENSDECK PRIME BOARD POLYISO CAST IRON DOME AND ROOF DRAIN W/ UNDERDECK CLAMP AND SUMP RECEIVER NOTES: ROOFING PLAYWOOD SHEATING LEDGER & EXTERIORWALL, WHERE OCCURS 1.PROVIDE METAL HANGER FROM PURLINES OR TOP OF TRUSSES TO SUPPORT PIPE BELOW ROOF 2.SEE PLUMBING PLAN FOR DRAIN SIZER 18" MIN. CAST IRON DOME � JUNCTURE TO BE SLOPED BY OVERFLOW DRAIN USING PIECES OF POLYISO &l W/2" HIGH RING DENSDECK (1/4" MIN.) PRIME ROOF BOARD PIECES TO AVOID LEADED PAN PERPENDICULAR CONDITION 2X BLKG 4" INSULATED STACK METAL HOOD DECKING' ,,, .. .. ,,. 3" 2" SEALANT 14 GA. METAL SLEEVE FASTENED TO DECK -LAP SEALANT 2-PIECE BASE LAP OF UNCURED FORMFLASH LAP SEALANT STRUCTURAL MEMBER 3" PVC ELBOW CONTINUOUS PIPE OR CONDUIT STAINLESS STEEL CLAMPS -SPUN ALUMINUM PLATE "PPS" PIPE SEAL RIGIDINSULATION ,---REFRIGERANT SUCTION AND LIQUID LINES - - - ; s= = -7 .1 , = --sc, (I \ /-11,\ ',1 '· -EXPANDED POLYURETHANE FOAM AT END ,--POLYVINYL CHLORIDE STEPPED BOOT FURNISHED BY MECH. CONTRACTOR ROOFING MEMBRANE /¢-◊//<: ·>/<:,·/� :<-·; �/_ - - --- 1- =�==;.::;==;.::;=;.::;=;.::;� ><xv/'/,,//),,/,//-.-,// -. '· '· ROOF DECK-" j ,T 12" MIN. NOTE: 1. BOND BASE TO ROOF AND MEMBRANE TO BASE WITH MASTIC. 2. ONE (1) FOR EACH UNIT NOTE: LEAD FLASHING SHALL EXTEND AT LEAST 6" BEYOND THE OUTSIDE OF THE DRAIN BOWL ON ALL SIDES G)�?OF DRAIN FLASHING 3.OVER FLOW DRAIN TO BE C.I. DOME WITH INLET TO BE 2" ABOVE LOW POINT OF ROOF DECK PER CODE, EQ. EQ. EQ. OVERFLOW DRAIN TO BE SAME SIZE --+ -------------+-----------+-----------------c< AS ROOF DRAIN SUMP2'-0"X2'-8" ®�! �-��G OR VENT FLASHING ®�� 1 �T/SWEEP ROOF PENETRATION DTL. PENETRATION AS REQ'D POURABLESEALANT LAP SEALANT MECH. FASTENED MEMBRANE ROOF DECKING VOID CLOSURE .1" MIN. 6" MIN. -STRUCTURAL 'MEMBER SIZE TO FIT BTWN. TJLJ. @�?OF DRAIN DETAIL GALVANIZED STRAP SIZE PER PIPE GAS LINE REFER TO MECH. ··, lFOR LOCATION ----r-,-1--/ . -P.T. BLOCKING / .,. @)� 2�� PIPING DETAIL STAINLESS CLAMP -TYP.PREFABRICATED RUBBER BOOT CAP WITH GRADUATED-. STEPS & WEATHERPROOF PRESSURE SEAL TO COLLAR SEAL-OFF FITTING\.-TYP CONDUIT TYP BATT INSULATION PREFABRICATED FORMED 0.06" THICK ALUM. FLASHING ROUND COLLAR WITH MIN. 3" SEALANT AT PENETRATION TO WIDE FLANGE. MEMBRANE JUNCTURE BY . \1 ·=1 11 \\2, tc ATTACH TO ROOF PER MANUFACTURER'S R R O::� N :E:::�:=R :::::' "-": =--;�-;· �� - - ,�,..,�1=:=J -i�. ·� ��1�::: 0C WATER CUT-OFF MASTIC COMPATIBLE WITH ROOF MEMBRANE ,ITR � ----. - ANCHOR --+"'� -�:, ! \ ___ - ANCHOR WATER CUT OFF MASTIC--. STAINLESS STEEL CLAMP RING LAP SEALANF---o MECH. MEMBRANEFASTENED\.ROOF\. RIGID INSULATION' DECKING / 6" ½" TO 6}'," DIA. PIPE SIZE PREMOULDED PIPE BOOT STRUCTURAL MEMBER C.L. OF PIPE TOP OF CURB TO BE LEVEL CURB MUST BE TAPERED TO MATCH SLOPE OF ROOF G.I. COUNTER FLASHING -PAINTED MEMBRANE FLASHING CONT. FLASHING SPLICING CEMENT LAP SEALANT ., DECK-·· ulr ATTACHED MEMBRANE ROOF (CRICKET HIGH SIDE OF OPG.)____i STRUCTURAL MEMBER ANGLE FRAME CURB SUPPORT (OR EQUAL) _A.C. UNIT (SHAPE MAY VARY) ROOF TOP UNIT ATTACHED TO CURB PER MFG'S. INSTRUCTIONS WOOD BLOCKING FURNISHED W/ CURB ----RIGID INSULATION STEEL CURB CONT. 2x6 P.T. WOOD &SHIM. ATTACH TO DECK WITH SCREWS@ 12" O.C. TEK, SELF DRILLING & TAPPING SCREW (OR EQUAL) SCREW@ 12" O.C. FULL PERIMETER -MTL. CAP FLASHING PER A8.4 CONDUIT CLAMP SIZE AS REQ'D ; lil INTEGRALGALV. J f II� LIPPED STEEL -, LOCKING SQUARE MOUNTING CHANNEL d-- - 1- --WASHER & LOCKNUT ®�9,J. GAS VENT PIPE DETAIL 0� 2 ��HANICAL CURB DETAIL ®TYP. NTS ROOFING TERMINATION BAR FASTENED 6" O.C. WITH ROOFING SCREW ------METAL DRIPEDGE (OPTIONAL) ---� 8"x12" 20 GALV. METAL CONDUCTOR HEAD W/ OVERFLOW. PROVIDE 4"x4" 22 GA. DOWN SPOUT. POINT TO MAT� . BUILDING ELEVATION EXTERIOR PANEL SYSTEM TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS ----� PARAPET WALL SLOPED JUNCTURE BY USING PIECES OF POLYISO & DENSECEDK 0/ ROOF SHEATHING TO AVOID PERPENDICULAR CONDITION -ROOFING PER PLAN. PARAPET FLASHING ROOFING ALL-PURPOSE SEALANT ROOFING MEMBRANE _---2x6 P.T. NAILERS AS REQ'D. RIGID INSULATION (R-25 MIN.) @9 1��.. PPER W/ OVERFLOW DETAIL NOTE: 1. MAINTAIN A MINIMUM CLEARANCE OF 12" ON ALL SIDES OF ROOF PENETRATION FROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING. 2. FLANGES OF ADJACENT FLASHINGS SHALL NOT BE CUT OR OVERLAPPED. 3. COORDINATE FLASHING INSTALLATION WITH ROOFING CONTRACTOR TO ENSURE PROPER METHODS & MATERIALS ARE USED TO MAINTAIN ROOF WARRANTY. W"� -I - I \.. =}-:,,, / CONDUIT CLAMP ._ ---' SIZE AS REQ'D ®99,�DUIT ROOM PENETRATION SURFACING SHEET i---------+ EXTEND ROOFING SYSTEM UPTO TOP OF PARAPET APPROPRIATE BASE SHEET ROOFING PLIES UNDER FLANGE 2 STRIPPING PLIES SET IN ASPHALT VENT PIPE MIN. 2-1/2 LB. LEAD FLASHING SLEEVE PRIME BOTH SIDES OF FLANGE AND SET IN MASTIC -CRIMP TOP OF SLEEVE INTO PIPE ROOFING SUBSTRATE @Yr�NT PIPE FLASHING 1 Y-11---------1/2" PLYWOOD BACKING 5/8" THICK GYPSUM BOARD JUNCTURE TO BE SLOPED BY USING PIECES OF POLYISO & DENSDECK TO AVOID PERPENDICULAR CONDITION ,--ROOFING PER PLAN -"-ARAPET FINISHES DETAIL �21'-10" AFF. TT.o. PARAPET �19'-2" AFF. TT.o. PARAPET 3COATSTUCCO-. SYSTEM LOWER I PARAPET CAP-• FLASHING (2)2x4 -..- ' FILLER- -++1 ... 1 -1 ,,_ �-2x6 FRAMING---. ..,··· :- ; /.A.···..••//// UPPER PARAPET CAP FLASHING BACKER ROD&/•·,._ SEALANT -CAP FLASHING W/SEALANT FLASHING---+- -tt--o1/2" PLYWOOD -ROOFING PER PLAN FILLER 3 COAT STUCCO- -3COATSTUCCO-----+� SEALANT LOWER PARAPET CAP-, FLASHING ' --ROOFING �· PER PLAN ' FLASHING @��-ICAL FRAME DETAILING AT END OF PARAPET ~=--""--1/2" PLYWOOD \ --ROOFING -· PER PLAN 0 � w u-:i 0 � z w ::, 0 ::, z 0 <( (J) w "" [L z VJ Oww 0 VJ wo0 :r: (J) oo <( :r: 0:: > 0 zw <.!l w VJ <( [L 0::: __J �::::, [L 0:: w w w o 0:: __J 0:: VJ 0 LL>- -5 0 C) z f-0 <( VJ __J 0:: � IIl LL u

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12/24/2021 JOB :RM-DL-01 DWG BY:M S CHK BY: DV A5.2

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DATE:

T.O. PARAPET-2 18'-0" AFF 1'-0" 9'-3" EQ EQ FINISHED FLOOR 0'-0" AFF T.O. PARAPET-3 19'-0" AFF A8.3 2 A8.3 3 A8.2 1 5'-0" 1'-5" 1'-0" 8'-0" 8'-0" EQ. EQ. EQ. EQ. EQ. EQ. T.O. PARAPET-2 18'-0" AFF T.O. PARAPET-3 19'-0" AFF T.O. STOREFRONT 9'-0" AFF T.O. PARAPET-1 15'-0" AFF FINISHED FLOOR 0'-0" AFF A8.4 1 EXTERIOR FINISH SCHEDULE LEGENDLOCATIONMATERIALMANUFACTURERDESCRIPTION COLOR FACADE CANOPIES, EXTERIOR SHUTTERS METAL APPROVED SUPPLIER (TBD) PAINT POPEYES TEAL: 326C DRIVE THRU CANOPY, ENTRY DOORS PAINT POPEYES ORANGE: 564C EP-1 EXTERIOR UPPER FACADE COPING LOCALLOCAL BY GC EP-2 BRICK TOWER METAL COPING EB-1 ACCENT TOWER BRICK EXPOSED BRICK FIBER CEMENT PANELS NICHIHA SELECTION PER FRANCHISOR VENDOR. INSTALL BY GC PER INTERTEK-CCRR- 0299 REPORT. EB-2 EXTERIOR PAINTED BRICK PAINTED BRICK FIBER CEMENT PANELS EF-1 EXTERIOR WOOD SIDING VERTICAL WOOD PANELS FIBER CEMENT PANELS P-2 DOOR FRAMES PAINTBENJAMIN MOORE ULTRA SPEC 500 EGGSHELL 2133-20 BLACK JACK EXTERIOR STUCCO PER KEYNOTE #2LOCAL FRANCHISOR APPROVED PAINT BY GC REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Development Consultants, Inc. Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA RM-DL-01 POPEYES RESTAURANT-NEW CONSTRUCTION 1603 CECIL AVENUE CITY OF DELANO, CA 93215 EXTERIOR ELEVATIONS 12/24/21 MS DV A6.1 KEY NOTES 2 1 4 5 6 7 8 9 1 1 2 3 4 5 6 7 8 9 10 CANOPY WITH PRE-WIRED RECESSED LIGHTING BY FRANCHISOR APPROVED SUPPLIER. 3 COAT STUCCO SYSTEM a.IS A 3-COAT, 7/8 INCH MINIMUM THICK b.HAS TWO LAYERS OF GRADE D PAPER UNDER STUCCO WHERE OCCURS OVER PLYWOOD SHEATHING; AND c.A MINIMUM 0.019-INCH (0.48 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION-RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) TO BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED TO BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WATER-RESISTIVE BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH TO COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. ALSO REFER STUCCO NOTES ON THIS SHEET. VERTICAL WOOD PANELS - FIBER CEMENT PANELS BY NICHIHA (REFER SCHEDULE BELOW) VERTICAL SIMULATED WOOD SLATS BY VENDOR S-5 BUILDING SIGN BY OTHERS S-1 BUILDING SIGN BY OTHERS ROOF LINE PAINTED BRICK FIBER CEMENT PANELS BY NICHIHA (REFER SCHEDULE BELOW) EXPOSED BRICK FIBER CEMENT PANELS BY NICHIHA (REFER SCHEDULE BELOW) 3 10 STORE FRONT/DOOR. REFER 1/A7 FOR DETAILS. 11 12 13 14 S-3 LTK BUILDING SIGN BY OTHERS S-2 SEAL BUILDING SIGN BY OTHERS 12 1 7 8 9 2 10 11 DECORATIVE PANELS BY VENDOR, (TYP. OF 3) 13 SCONCES BY SIGN SUPPLIER. (TYP. OF 2) 14 1/4''=1'-0'' 2 SIDE (WEST) ELEVATION 1/4''=1'-0'' 1 FRONT (SOUTH) ELEVATION STUCCO NOTES 1.COLD JOINTS NOT TO BE ACCEPTABLE UNDER ANY CIRCUMSTANCES. 2.MESH AS SPECIFIED NOT TO OVERLAP AT CONTROL JOINTS. 3.MESH OVERLAPS NOT TO COINCIDE WITH PLYWOOD JOINTS. 4.MESH WITH GRID EXCEEDING 2"x2" IS NOT ACCEPTABLE. 5.USE OF FASTENERS OTHER THAN GALVANIZED WILL NOT BE ACCEPTED. 6.SCARIFICATION AS SPECIFIED TO BE ALWAYS IN THE HORIZONTAL DIRECTION. 7.INTERIOR DRYWALL SHALL ALWAYS BE INSTALLED PRIOR TO APPLICATION OF STUCCO. 8.G.C. TO APPLY CONTROL JOINTS UNIFORMALLY. 11'-2" 8'-4" S-2 "LOVE THAT CHICKEN" GRAPHIC - BRICK TOWER 8'-6" 6'-0" S-1 "FAMOUS LOUISIANA CHICKEN" 1.CAULK ALL WALL AND ROOF PENETRATIONS. 2.APPLY ONE COAT OF WATERPROOFING TO ALL HORIZONTAL STUCCO SURFACES. 3.REFER SPECIFICATIONS FOR NAILING AND REQUIREMENTS FOR EXTERIOR GRADE PLYWOOD. 4.CAULK ALL WINDOWS AND DOOR FRAMES AT HEAD, SILL AND JAMB (EXTERIOR & INTERIOR) 5.STUCCO FINISH TO BE "LIGHT LACE" AS SPECIFIED BY THE STUCCO MANUFACTURES ASSOCIATION. ALTERNATE "MEDIUM DASHED", MACHINE APPLIED. 6.PROVIDE BUILDING ADDRESS # ON FRONT WALL (LEFT SIDE) OR AS DIRECTED BY LOCAL AUTHORITY AND AS SPECIFIED HEREIN. GENERAL NOTES: ROOF MOUNTED EQUIPMENT NOTE ROOF MOUNTED EQUIPMENT TO BE INSTALLED BEHIND PARAPETS HIGHER THAN HEIGHTS OF EQUIPMENT OR TO BE COMPLETELY CONCEALED BEHIND SCREEN, PAINTED TO MATCH THE STUCCO COLOR.

T.O. PARAPET-1 15'-0" AFF T.O. PARAPET-2 18'-0" AFF B.O. CANOPY 9'-0" AFF FINISHED FLOOR 0'-0" AFF A8.2 2 T.O. PARAPET-1 15'-0" AFF T.O. PARAPET-2 18'-0" AFF B.O. STOREFRONT 9'-0" AFF T.O. WINDOW 8'-0" AFF 1'-0" 1'-0" 2'-10" 12'-8" 9'-0" FINISHED FLOOR 0'-0" AFF A8.3 1 A8.2 3 3'-0" 1'-2" 3'-0" REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Development Consultants, Inc. Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA RM-DL-01 POPEYES RESTAURANT-NEW CONSTRUCTION 1603 CECIL AVENUE CITY OF DELANO, CA 93215 EXTERIOR ELEVATIONS 12/24/2021 MS DV A6.2 KEY NOTES 1 2 3 4 5 6 7 8 9 10 CANOPY WITH PRE-WIRED RECESSED LIGHTING BY FRANCHISOR APPROVED SUPPLIER 3 COAT STUCCO SYSTEM a.IS A 3-COAT, 7/8 INCH MINIMUM THICK b.HAS TWO LAYERS OF GRADE D PAPER UNDER STUCCO WHERE OCCURS OVER PLYWOOD SHEATHING; AND c.A MINIMUM 0.019-INCH (0.48 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION-RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) TO BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED TO BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WATER-RESISTIVE BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH TO COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. ALSO REFER STUCCO NOTES ON THIS SHEET. VERTICAL WOOD PANELS - FIBER CEMENT PANELS BY NICHIHA (REFER SCHEDULE BELOW) VERTICAL SIMULATED WOOD SLATS BY VENDOR S-1 BUILDING SIGN BY OTHERS ROOF LINE 1 8 7 2 4 11 11 SCONCES BY SIGN SUPPLIER. (TYP. OF 4) 2 3 1 1 12 DIGITAL DISPLAYS BY VENDOR, (TYP. OF 2) 12 8 11 13 13 6Ø STEEL BOLLARD TOP @ 4'-6" A.F.F. REFER DETAIL 5/AS3, PAINT SAFETY YELLOW (EP-8) 6 7 14 ELECTRIC DRIVE THRU WINDOW 14 2 1 15 S-3 LTK BUILDING SIGN BY OTHERS 15 1/4''=1'-0'' 1 REAR (NORTH) ELEVATION 1/4''=1'-0'' 2 SIDE (EAST) ELEVATION STUCCO NOTES 1.COLD JOINTS NOT TO BE ACCEPTABLE UNDER ANY CIRCUMSTANCES. 2.MESH AS SPECIFIED NOT TO OVERLAP AT CONTROL JOINTS. 3.MESH OVERLAPS NOT TO COINCIDE WITH PLYWOOD JOINTS. 4.MESH WITH GRID EXCEEDING 2"x2" IS NOT ACCEPTABLE. 5.USE OF FASTENERS OTHER THAN GALVANIZED WILL NOT BE ACCEPTED. 6.SCARIFICATION AS SPECIFIED TO BE ALWAYS IN THE HORIZONTAL DIRECTION. 7.INTERIOR DRYWALL SHALL ALWAYS BE INSTALLED PRIOR TO APPLICATION OF STUCCO. 8.G.C. TO APPLY CONTROL JOINTS UNIFORMALLY. ELECTRIC MSB TELEPHONE CABINET WALL MOUNTED IRRIGATION CONTROLLER PER IRRIGATION PLANS 5 10 9 PAINTED BRICK FIBER CEMENT PANELS BY NICHIHA (REFER SCHEDULE BELOW) 1.CAULK ALL WALL AND ROOF PENETRATIONS. 2.APPLY ONE COAT OF WATERPROOFING TO ALL HORIZONTAL STUCCO SURFACES. 3.REFER SPECIFICATIONS FOR NAILING AND REQUIREMENTS FOR EXTERIOR GRADE PLYWOOD. 4.CAULK ALL WINDOWS AND DOOR FRAMES AT HEAD, SILL AND JAMB (EXTERIOR & INTERIOR) 5.STUCCO FINISH TO BE "LIGHT LACE" AS SPECIFIED BY THE STUCCO MANUFACTURES ASSOCIATION. ALTERNATE "MEDIUM DASHED", MACHINE APPLIED. 6.PROVIDE BUILDING ADDRESS # ON FRONT WALL (LEFT SIDE) OR AS DIRECTED BY LOCAL AUTHORITY AND AS SPECIFIED HEREIN. GENERAL NOTES: ROOF MOUNTED EQUIPMENT NOTE ROOF MOUNTED EQUIPMENT TO BE INSTALLED BEHIND PARAPETS HIGHER THAN HEIGHTS OF EQUIPMENT OR TO BE COMPLETELY CONCEALED BEHIND SCREEN, PAINTED TO MATCH THE STUCCO COLOR. 3 EXTERIOR FINISH SCHEDULE LEGENDLOCATIONMATERIALMANUFACTURERDESCRIPTION COLOR FACADE CANOPIES, EXTERIOR SHUTTERS METAL APPROVED SUPPLIER (TBD) PAINT POPEYES TEAL: 326C DRIVE THRU CANOPY, ENTRY DOORS PAINT POPEYES ORANGE: 564C EP-1 EXTERIOR UPPER FACADE COPING LOCALLOCAL BY GC EP-2 BRICK TOWER METAL COPING EB-1 ACCENT TOWER BRICK EXPOSED BRICK FIBER CEMENT PANELS NICHIHA SELECTION PER FRANCHISOR VENDOR. INSTALL BY GC PER INTERTEK-CCRR-0299 REPORT. EB-2 EXTERIOR PAINTED BRICK PAINTED BRICK FIBER CEMENT PANELS EF-1 EXTERIOR WOOD SIDING VERTICAL WOOD PANELSFIBER CEMENT PANELS P-2 DOOR FRAMES PAINTBENJAMIN MOORE ULTRA SPEC 500 EGGSHELL 2133-20 BLACK JACK EXTERIOR STUCCO PER KEYNOTE #2LOCALFRANCHISOR APPROVED PAINT BY GC

CONT.

DETAIL@ SILL

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DATE:12/24/2021 JOB RM-DL-01

DWG BY: MS CHK BY:DV

l I L T E MI GL ' R E D ----; ,s rt 6''x6" #2 ON WINDOW AT DOOR LY (NOWINDOWS TROOMS DOORS TRIM BRONZ E TO @RES ) PAINT I MATCH FRAMES � ro � 6'-0" t �1 � 3'-0" t SMOOTH SURFACE AT PUSH SID E (TYP FOR ALL DOORS) SE E DOOR SCHEDULE NARROW FRAM E TYP E A STOREFRONT SEE DOOR SCH E DULE SOLID CORE TYPE B 1-3/4" WOOD DOOR, BIRCH 1 DOOR ELEVATIONS SCALE: 1W=1'-0"D·oo� SCHEDULE_) MARK SIZE DOOR FRAME G) 3'-0" X 7'-0"(PAIR) TYPE A SF-1 @ 3'-0" X 6'-8" TYP E B HM-1 @ 3'-0" X 7'-0" TYP E C SF-1 © 3'-6" X 7'-0" TYPED HM-1 ® DOORS BY COOL E R MANUFACTUR E R. ® 3'-0" X 6'-8" 0 3'-0" X 6'-8" SF -STOREFRONT HM -HOLLOW METAL (REFER NOTES BELOW) TYP E E HM-1 TYP E B HM-1 LU .J :::;;�� II.C 9,10 13,14 9,10 11,12 13,14 13,14 � D. � => m 1/) 3 PR 1 1.5 PR1.5 PR 1 1.5 PR 1 1.5 PR 1 1.5 PR 1 HARDWARE SET NO. 1 (LOCKNET SERIES DOOR PACKAGE} J: 1/) LU � J: I11 1DOOR FRAME & HARDWAR E INCLUDING VISION PANEL W/ FLAP, CONTINUOUS HINGE, H E AVY DUTY CLOS E R AND PANIC HARDWAR E ORD E RED THROUGH LOCKN E T (800) 887-4307 1 EA. 3'-6" X 7'-0" X 1.75" X 16 GA. X G60 GALVANIZ E D LOCKN E T SECURITYDOOR 1 EA. 3'-6" X 7'-0" X (5-7/8" OR 6-3/4") JAMB DEPTH X 14 GA. X G60 GALVANIZED X W E LD E D IN PLACE E DA X 1/4" X 2-1/2" HR PLAT E SPR E AD E R BAR X 4-SID E D W E LD E D DOOR FRAM E X FACTORY FINISH PAINT E D 8 EA. 3/4"0 COV E R PLUGS (BLACK) 1 EA. AIR LOUV E R VLF-IG-PVC-1/2" L E XAN -9" X 9" GALVANIZ E D S E CURITY VISION 1 EA. PEMKO CDHFM82SLF-HD FULL MORTIS E CONT. GEARED ALUM. HINGE X 628 1 EA. SECURITY LATCH GUARD X FULL L E NGTH X TORXSD/ST SMS XFACTORY FINISH 1 EA. ARROW 1250S X ED XAL E XIT DEVICE 1 E A. DORMA 8616 X DS X FCOV S SN1 X AL CLOS E R 1 EA. ROCKWOOD 24" X 40" X .050 X US32D X S E CURITY TORX SD/ST SMS ARMOR PLAT E ON PUSH SIDE 1 EA. PEMKO 171A X 42" X DOUBL E NOTCH CUT ENDS X THRESHOLD 1 EA. PEMKO 346C X 46" AL OV E RH E AD RAIN DRIP X S E CURITY TORX SD/ST SMS 1 EA. P E MKO 221APK X 42" AL COMBINATION KICK PLAT &DOOR SHO E X TORX 1 SET. P8512 X CONT. PERIMETER WEATHER SEAL (BLACK) 1 E A. INSTALLATION KIT (P E R LOCKN E T) 1 EA. CARDBOARD PACKAGING (2PIECE BOX) 1 EA. DELIVERED ON FULL L E NGTH WOODEN PALLET HARDWARE SET NO.2 (BY YKK AP AMERICA INC.} DOOR AND FRAMES QTY PART# FINISH MOD E L D E SCRIPTION 49111DOR YB5N YKKAP#20D 3' x 7'0/POFFS E TPIVOTS, HBRRH 92115FTR YB5N 2" X 4-1/2" 3' x 7'0/P,FRAME,W/TRANSOM, RH 1 49114DOP YB5N 20D 6' x 7'0/P,OFFSETPIVOTS, HBRPR 1 92118FTP YB5N 2" X4-1/2" 6' x 7'0/P,FRAM E ,W/TRANSOM,PR 3 P61205 335 SM CLOSER W/BACK CHECK NHOPRES 3 H1104SD 335 PUSH/PULL 1" DIAM. TYPE SC (9" CTC) 3 H7107 YB5N 3-0 BOTTOM RAIL WEATHERSTRIP 3 SD101 YB5N 10" BOTTOMRAILUPTO3' 2 H4204 SD THUMBTURNS STOCK LENGTHS QTY PART# FINISH LENGTH DESCRIPTION 11 BE91503 YB5N 24-0HEAD/JAMB/ VERTICAL 3 BE91512 YB5N 24-0 SHALLOW POCK E T FILLER 2 BE91506 YB5N 24-0HORIZONTAL 2 BE91513 YB5N 24-0 4-1/2" SIDELITE BASE 4 E91015 YB5N 24-0GLASS STOP 2 BE91510 YB5N 24-0 SILLFLASHING ACCESSORIES QTY PART# LENGTH PKG DESCRIPTION 1 E20020 50P/B S E TTING BLOCK 1 E20047 50P/B WAT E R D E FL E CTOR E20154 50P/B "W' SIDE BLOCK FOR DEEP POCKET 1 E10168 20P/B END DAM 2 E20052 500P/B GLAZING GASKET 2 PC1220 100P/B #12 x 1-1/4" PHSMSTYPE AB 1 E11015 50P/B SHEAR BLOCK PC1028 100P/B #10 x1-3/4" PHSMS TYPE AB HARDWARE SET NO.3 1-112PR. HINGES EA. LATCHSETW/LOCK EA. FLOOR STOP EA KICKPLATE EA. COATHOOK EA CLOSER McKINNEY SCHLAGE BALDWIN BURNS ACKNOB LCN BEARINGHINGES,4-1/2"X4-1/2" US26D SATURN XUS26D #4000FLOORMOUNT 8"X30"X8" 16GA US628 #400WITH RUBBER BUMPER 1460ALUMINUM CLOSER FOLLOWINGITEMS PROVIDED&INSTALLEDBYG.C.: EA SIGN EA. SIGN HANDICAPACCESSIBILITY(ADA) ASREQD: DOOR#5 "MEN" 7"X2 DOORtt6 ''WOMEN"7"X2" HARDWARE SET NO. 4 1-1/2 PR. HINGES McKINNEY BEARINGHINGES, 4-1/2"X4-1/2" US26D 1 A KICKPLATE BURNS 8"X30"X8" 16GA. US26D 1 A L.ATCHSET W/LOCK SCHLAGE SATURN XUS26D 1 A 6"x6 VIEWINGWINDOW 1 A CLOSER LCN 1460ALUMINUM CLOSER NOTES: 1. DOOR AND FRAM E TO B E FULLY ASS E MBL E D AND ALL HARDWAR E TO B E INSTALL E D BY SKILLED CRAFTSM E N AT TH E FACTORY AND TH E UNIT D E LIV E R E D TO TH E JOBSIT E R E ADY FOR INSTALLATION. THE DOOR,HARDWARE AND THE HARDWAREINSTALLATION TO CARRY A MANUFACTURER"S 14-MONTH WARRANTY W/ 24 HOUR SERVIC E (TOLL FR EE NUMB E R TO B E DISPLAY E D ON DOOR) 2. H4101 FLUSH BOLT ON INACTIV E L E AF OF PAIR ONLY. LOCKN E T � HARDWAR E SET / 6 E MP E R E I GLASS 6 6 ;.. � ;.. ;.. � ro f-+ � ' � � �� I 3'-0" -+ I •I +- 3'-6" -----+ 3'-0" t SEE DOOR SCHEDULE S E E DOOR SCHEDUL E SE E DOOR SCHEDULE � LU Ill 0 ... u 1 1 1 1 1 1 NARROW FRAM E TYP E C STOR E FRONT QUANTITY Cl I- � z Ill LU LU - � � J: D. LU �� > u => 0 0 ... � !ii ... 1 11 1 11 11 1 -M E TAL DOOR TYP E D 1 3/4" FLUSH DOOR LU :J � � => LU D. !:! D.� J: z � Ill <C u LU => D. !i2 > D. 1 - 1 11 1 2 1- 2 - 1 - 2 - 1 ri. �IC LU J: 1/) 2 4 2 1 3 3 DOOR & HARDWARE NOTES SOLID COR E TYPE E 1-3/4" WOOD DOOR,BIRCH LOCATION ###101-A 101-B & 108 101-A 107 105 & 106 109 111-A & 111-B A. HARDWAR E SUPPLI E R TO V E RIFY STAT E /LOCAL HANDICAPP E D RE Q UIREMENTS FOR EXIT HARDWAR E B. COMPLETE SUBMITTALS ARE REQUIR E D FOR APPROVAL PRIOR TO ANY ORD E RING OR WORK. C. ALL DOOR HARDWAR E MUST HAV E A SHAP E THAT IS EASY TO GRASP WITH ON E HAND AND DOES NOT R EQ UIR E TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OP E RAT E D. IF PANIC HARDWAR E IS R EQ UIR E D BY COD E G.C. TO FURNISH AND INCLUDE PRICE ON BID. E SEAL BOTTOM OF WOOD DOORS. F.STOREFRONT DOORS TO R E MAIN UNLOCKED DURING HOURS OF OPERATION SID E & R E AR DOORS TO HAVE SELF CLOSING HING E S, TO B E K E PT CLOS E D & TO B E US E D FOR E M E RG E NCY E XITS OR D E LIV E RI E S. STOREFRONT NOTES: ALUMINUM STOR E FRONT FRAM E BYYKKAP OF AMERICA. SYSTEM=YES 45 TU, 2"x41/2" TH E RMAL SYST E M FOR 1" INSULAT E D LOW E " GLAZING. DOORS: YKKAP20D GLAZING NOTES: 1. T E MP E R E D GLAZING TO B E INSTALL E D IN THE FOLLOWING LOCATIONS (BUILDING CODE 2406): •WITHIN A TWO FOOT ARC OF EITHER E DG E OFA DOOR AND WH E R E TH E BOTTOM E XPOS E D E DG E OF GLAZING IS L E SS THAN 60 INCHES ABOV E TH E WALKING SURFAC E •EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN NIN E S Q UARE F E ET. • E XPOS E D BOTTOM E DG E IS L E SS THAN 18INCH E S ABOVE THE FINISHED FLOOR. • E XPOS E D TOP E DGE IS GR E AT E R THAN 36 INCHES ABOVE THE FINISHED FLOOR. •WH E R E A WALKING SURFACE IS WITHIN 36 INCHES HORIZONTALLY OF TH E GLAZING. 2. STOR E FRONT WINDOWS TO BE PROVID E D WITH ANTI-GRAFFITI FILM ON E XT E RIOR, PRIOR TO TH E ISSUANCE OF OCCUPANCY C E RTIFICATE. 3. ALL GLAZING TO B E NFRC C E RTIFI E D RATING WITH. •OV E RALL SHGC -0.25 MAX. •OV E RALL U FACTOR -0.36 MAX. • OVERALL VT -0.5 MIN. 5'-3 +---- -8'-1" (R.0.)---r- (R.0.) EQ lo 4'-10" (R.0.) EQ E Q E Q ;I 3' - 0 " 4'-9½: 1 . � Q l Q .r EQ [� EQ / EQ � Q / EQ NOTE: USEQUIKSERVBP..7241 DRIVE THRUWINDO'N. CHECKDIMENSIOIIISWITH MANUFACTURER'S DRA.\MNGS. COLOR TO BE DARKBRONZEow w□ DD �5 CTI □□□ 6@ ITJ □□□□□□ "fir □□□ru□□□ �TEMP. DENOTESlEMPERED GLAZING �9' DD □□ w 1' C □□□□ w -'-FINISH FLOOR

;.:. SCALE: 1/4"=1'-0" 1/2" EXT.--PLYWOOD SCREW AWNING CLIP THROUGH1/2" PVC

MING

SLEEVE&SEAL BRONZEALUMINUMAWNING F

STUCCO STARTER-W/DRIP EDGE SEALANT TO BACKERROD(TYP.)

"' ;... 9 "' TEMP. ® s HEADER/ BEAM -PER STRUCTURAL DWGS. FOR SIZE AND LOCATION CO ACOUST. CLG. TILE AND GRIDPER PLAN --.___ PAINTED GWB TOMATCHCEILING SILICONE SEALANT 1/4" SHIM STOREFRONT SYSTEM-INSTALLED PERMANUFACT. SPECIFICATIONS 9 ;... TEMP. © 4 SECTION @ STOREFRONT HEAD SCALE: 1 1/2"=1'-0" CONT. CAULKING CONTINUOUS --FLASHING UNDER WINDOW ACCENT BAND ---�-[PAINT] 11/4"RIGID INSULATION CONT. STUCCO STARTER TRACK CONT.FLASHING, FILLED W/ GROUT 15 lb. FELT----MEMBRANE ON PLYWOOD BEHIND BRICK BRICKVENEER

SCALE:11/2"=1'-0" NOTE: VINYL WALL COVERING ON1/2" GYPSUMBOARD. WAINSCOTT PANEb--. 1/2" GYPSUM BD. TYP.BEARINGPACK � -t--+--i,-.-I STUDS FOR WINDOW HEADER 1/2" EXT. PLYWOOD BRICKVENEER CLEARPLASTIC CORNER TRIM W/ EASED EDGESATCORNERSAT PLASTIC LAMINATE SILICONE CAULK 1,111£;,:::_�- ·-1/4" SHIM .-STOREFRONT SYSTEM, INSTALLEDPER MANUF. SPECIFICATIONS ._SEALANTAND BACKER ROD (TYPICAL) CONT. SEALANT 6 JAMB DETAIL@ BRICK SCALE: 1 1/2"=1'-0" 2 �m--cM0c'I- BLOCKING 6 3COAT STUCCO SYSTEM -SILICONE TO BACKERROD PLASTIC COMPONENTS#SB-1 \_BACKWRAPAND SEAL@ALL OPENINGS 1/2" PLYWOOD BLOCKING PLASTIC COMPONENTS #CB-1-38 SILICONE TO BACKERROD 3 COAT STUCCO-. SYSTEM N 9 "' SHIMASREQ'D. 20 GAUGE STAINLESS STEEL COVER (LENGTH OF WINDOW&EDGES SILLCAPBENTTOFIT TEMP. @ "' t..c-----�--+ g> R.O. C\I VIEW FROM EXTERIOR BP-7241E DRIVE-THRU WINDOW �WINDOW SCHED-ULE � ,,,,.. ,A .,,.._ MARK ® ® © @ ® ® QUICKSERVE BP-7241E DRIVE THRU WINDOW CONT. CAULKING SIZE 6'-4"X2-4" 5'-3"X9'-0" 4'-10"X9'-0" 2'-0"X8'-1" 6'-0"X5'-3" 2'-0"X2'-6" -STAINLESS STEEL20 GA.OVERWD. 2'-0" R.O. SILL REMARKS 0'-0" 0'-0" 0'-0" REFER DETAIL 3,4,5&60N THIS SHEET. 0'-0" 2'-9" 3'- 8 STRUCTURALBEAM/HEADER PER STRUCTURAL DWGS. NOT USED 3 SHUTTER ELEVATIONS SCALE: 1/4"=1'-0" NOTES: 1.STOR E FRONT WINDOWS TO BE PROVID E D WITH ANTI-GRAFFITI FILM (ON EXT E RIOR SID E ) PRIOR TO THE ISSUANCE OF OCCUPANCYC E RTIFICAT E 2. AREA OF OPENING OF DRIVE-THRU WINDOW IS 360 S Q .IN., FITTED W/ AIR CURTAIN. 3.R E F E R GLAZING NOT E S ON THIS SH EE T. SEALANT TO-/ BACKERROD (TYP.)

' ' � �\ -WOODTRIM 1 ' SILICONE SEALANT \.'-1/4" SHIM i--e=�q:::s�� SHIM EXTEND UNDER WINDOWFRAME AND BEHIND ELECTRIC EYE1" EA. WAY •\,_ STOREFRONT SYSTEM-YKKYES-45-TU INSTALLED PER MANUF. SPECIFICATIONS CONT. SEALANT NICHIHA 'CEDAR PANELS'. INSTALLPER MANUFACTURER INSTRUCTIONS. 2x12 WD. BLOCKING -ELECTRIC EYE WIRE FEEDFROM ELECTRIC EYE TO WINDOWMOTOR THRU SILL BATT INSULATION 7 DRIVE THRU WINDOW SILL DETAIL SCALE: 11/2"=1'-0" 1/2" GYPSUM BD. TYP.BEARING PACK STUDSFOR WINDOW HEADER 1/2" EXT. PLYWOOD VINYL WALL COVERING /-CLEAR PLASTIC CORNER GUARD SILICONE CAULK SEALANT TOBACKERROD 1/4" SHIM �. 9 SECTION @ EXT. HEADER SCALE: 1 1/2"=1'-0" 2x STUD ----DOORJAMB WOOD-FRAMING 5" 3COATSTUCCO SYSTEM SILICONE SEALTOBACKERROD YKKAP 20D DOOR SYSTEM STUCCO MESH EMBEDDEDON BASE ••• -STOREFRONTSYSTEM, INSTALLEDPER MANUF. SPECIFICATIONS 2xSTUD - SILICONE SEAL TO BACKERROD COAT .. FINISH " CONT. STUCCO STARTER-ANDCASING BEAD SYSTEM ¼"GAP ·-SEALANT TOBACKERROD (TYPICAL) 8 JAMB DETAIL STUCCO SCALE:11/2"=1'-0" ) ,,\ y BACKWRAPAND SEAL@ALL OPENINGS /--DOUBLE STUDS ..• •_ WAINSCOTT PANELAND WALLCOVERING FINISHES CLEAR CORNER GUARD 1/2"PLYWOOD 10 JAMB DETAIL EXT. SCALE: 1112"=1'-0" DOUBLE HEADER DOUBLE STUDS1-1/4" DRYWALL SCREW@12" O.C. PRIME&PAINT TOMATCH STOREFRONT 1-1/4" DRYWALL SCREW@ 12" O.C.

�

BUILDING SECTION 1

T.O. LEDGER AT REAR 11'-8" A.F.F. BATTER/FRY SLOPE: 1/4"/ FT. T.O. PARAPET-2 FRAMING 18'-0" A.F.F. T.O. LEDGER AT FRONT 13'-4" A.F.F. B.O. CEILING 9'-4" A.F.F. FIN. FLOOR 0'-0" T.O. PARAPET-2 FRAMING 19'-0" A.F.F. WALK-IN COOLER DINING AREA STORAGESTORAGE SALES AREA T.O. PARAPET-2 FRAMING 18'-0" A.F.F. B.O. CEILING 8'-0" A.F.F. FIN. FLOOR 0'-0" DINING AREA UNISEX ACCESSIBLE RESTROOM REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Development Consultants, Inc. Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA RM-DL-01 POPEYES RESTAURANT-NEW CONSTRUCTION 1603 CECIL AVENUE CITY OF DELANO, CA 93215 BUILDING SECTIONS 12/24/2021 MS DV A8.1 CONCRETE FOOTING. REFER STR. PLANS FOR SIZING 1 CONCRETE SLAB. REFER STRUCTURAL PLANS FOR DETAILS 2 WEEP SCREED TYP. (REFER DETAIL B ON THIS SHEET) 3 PAINTED BRICK FIBRE CEMENT PANELS (REFER A6.1 & A6.1 4 INSULATION (AS PER T-24 FORMS ON MECHANICAL PLANS) 5 6 BUILDING EXTERIOR TO HAVE 3 COAT STUCCO SYSTEM WITH a.3-COAT, 7/8 INCH MINIMUM THICK b.TWO LAYERS OF GRADE D PAPER UNDER STUCCO (WHERE OCCURS) OVER PLYWOOD SHEATHING c.26 GAUGE GALVANIZED WEEP SCREED AT FOUNDATION PLANS LINE AT LEAST 4" ABOVE GRADE OR 2" ABOVE CONCRETE OR PAVING d.PLASTER MIX 1:4 FOR SCRATCH COAT & 1:5 BROWN COAT, BY VOLUME,CEMENT TO SAND RATIO 7 8 SOFFIT. REFER 1A/A4.2 FOR DETAILS) 9 T-BAR CEILING W/ VINYL TILE (REFER A4.1 & A4.2 FOR DETAIL) 10 HARD GYPSUM BOARD CEILING. REFER 6/A4.2 FOR DETAIL 11 ROOF TRUSS PER STRUCTURAL PLANS. 12 13 14 1/4"=1'-0"

PARAPET (REFER DETAIL 1/A8.5) 15 16 STOREFRONT SYSTEM (REFER A7 FOR DETAILS & GLAZING NOTES) 17 DOOR (REFER A7 FOR DETAILS) 18 WALK-IN COOLER SYSTEM (REFER A9.5 FOR DETAILS & VERIFY SIZE W/ MANUFACTURER) 19 20 LEVELERS FOR RTUs 2 X 6 WOOD STUD WALL @ 24" O.C. GYP. BOARD FOR INSIDE & FINISH OUTSIDE PER PLAN WEEP SCREED DETAIL - B KEY NOTES # MECHANICAL UNITS. SCREENED FROM VIEW AS PER DETAIL A ON THIS SHEET, WHERE APPLICABLE. JUNCTURE TO BE SLOPED BY USING PIECES OF POLYISO & DENSDECK 1/4" MIN. (PRIME BOARD) O/ ROOF SHEATHING TO AVOID PERPENDICULAR CONDITIONS. FOR DETAILS. REFER 11/A5.2 T.P.O. MEMBRANE BY FIRESTONE MIN. 1/4" DENSDECK PRIME ROOF BOARD CDX PLYWOOD SHEATHING BATT INSULATION ON BOTTOM CHORD OF TRUSS DETAIL-C 21 2 x 6 WOOD STUD NON-LOAD BEARING PARTITION WALL @ 24 O.C. POLYISO INSULATIONS 1 1 3 5 2 19 6 7 13 16 16 24 10 10 10 17 5 4 13 20 20 18 8 22 12 23 14 14 22 SLOPE LEDGER 1/4" PER FOOT TOWARDS THE BACK OF BLDG. 11 CANOPY WITH PRE-WIRED RECESSED LIGHTING BY SIGN SUPPLIER. 23 T-BAR CEILING W/ ACOUSTICAL TILE (REFER A4.1 & A4.2 FOR DETAIL) 9 6 METAL PARAPET CAP 21 21 1/4"=1'-0" BUILDING SECTION 2 1 2 3 5 7 5 4 13 24 21 11 17 18 12 6 23 11 2 X 8 WOOD STUD WALL @ 24" O.C. GYP. BOARD FOR INSIDE & FINISH OUTSIDE PER PLAN. 15 24 14 25 HOOD. REFER MECHANICAL PLANS. 25 DETAIL - A ANGLE 2 X 2 X 1/4" WITH 1/4" FILLET WELD AND ALUMINUM SIDING ATTACHMENT ANGLE 2 X 2 X 1/4" WITH 1/4" FILLET WELD AND ALUMINUM SIDING ATTACHMENT 5-1/4" METAL BOLT TO HVAC UNIT ALUMINUM SIDING PAINT TO MATCH BUILDING FIELD COLOR "8 SCREW @ 12" O.C. B.W. PACKAGE UNIT 30" CLEAR INSIDE (MIN.) SCALE: N.T.S. ELEVATION AT EQUIPMENT SCREEN A2 SCALE: N.T.S. SECTION AT EQUIPMENT SCREEN A1

2'-0"

3 COAT STUCCO OVER 1/2" CDX PLY

PAINT SAFETY YELLOW (BEYOND). REFER DETAIL 5/AS3

VERTICAL WOOD PANELS FIBER CEMENT

PANELS, REFER SHEET A6.1& A 6.2

SLOPE CONCRETE FROM BUILDING

SECTION AT DRIVE THRU' WINDOW

HEADER BEARING HGT. +8'-0" A.F.F.

3'-0" 4" 2'-0" 2'-8" TO BOTT. OF WINDOW 2'-0" NOTE: T.O. PARAPET +18'-0" A.F.F. 2 x 8 CAP OVER 2 x 6 TOP PLATE PARAPET PER ROOF DETAILS 12/A5.2 SIMPSON H2.5 AT EACH TRUSS 2 x 6 CONT. WD. RIBBON NAILED TO EA. STUD WITH 3-16d NAILS INSULATION PER T-24 (MECHANICAL) 2 x 6 BLOCKING BETWEEN VERTICAL TRUSS MEMBER (TYP.) 3 COAT STUCCO OVER 1/2" CDX PLYWOOD SHEATHING (TYP.), REFER SHEET A6.1& A 6.2 T.O. SLAB 0'-0" B.O CEILING +9'-4" A.F.F. T.O. LOW ROOF +14'-8" A.F.F. SECTION AT KITCHEN SCALE: 3/4" = 1'-0" 1/2" 1/2" 3/4" 1 A8.2 1 A8.5 3 & 4 A8.5 2 A8.5 T.O. PARAPET +18'-0" A.F.F. 2 x 8 CAP OVER 2 x 6 TOP PLATE T.O. LOW ROOF +14'-0" A.F.F. 3 COAT STUCCO OVER 1/2" CDX PLYWOOD SHEATHING (TYP.), REFER SHEET A6.1& A 6.2 8" x 12" 20 GALV. METAL CONDUCTOR HEAD WITH OVERFLOW. PROVIDE 4"x4" 22 GA. DOWN SPOUT. POINT TO MATCH BUILDING ELEVATION 2 x 6 WALL FRAMING AT 16" O.C. FILL WITH INSULATION (TYPICAL) 1/2" x 1/2" REVEAL JOINT BY EIFS MANUFACTURER 2 x 2 1/8" ANGLE AT TOP AND AT EACH END OF ENCLOSURE 3 & 4 A8.5 1/2" EXPANSION JOINT MATERIAL METAL PANEL WALL, REFER WALK-IN SPECS FOR DETAIL BLOCKING AT EVERY 1/3 POINT OF THE WALL (TYP.) 1 A8.5 SECTION AT WALK-IN SCALE: 3/4" = 1'-0" 2 A8.2 T.O. PARAPET +18'-0" A.F.F. T.O. SLAB 0'-0" B.O CEILING +9'-4" A.F.F. 6 A7 T.O. PARAPET +15'-0" A.F.F. .040" ALUM. CAP FLASHING SNAP TYPE FOR CONCEALED FASTENING MEMBRANE FLASHING TO LAP TOP OF PARAPET ROOFING MEMBRANE OVER RIGID INSULATION R VALUE PER T-24 (MECHANICAL) BEAM, REFER STRUCTURAL PLANS PER DETAIL WALL FRAMING, REFER SHEET A1 INSULATION PER T-24 (MECHANICAL) PROVIDE J-BOX FOR DEDICATED CIRCUIT FOR POWER FEED TO WINDOW CANOPIES PER APPROVED SUPPLIER. PROVIDE BLOCKING AS REQUIRED PER MANUFACTURER RECESSED LIGHT FIXTURE, REFER LIGHTING SCHEDULE PROVIDED BY CANOPY SUPPLIER VERTICAL WOOD PANELS FIBER CEMENT PANELS, REFER SHEET A6.1& A 6.2 ALUMINUM AND GLASS STOREFRONT ABOVE DRIVE-THRU WINDOW NOTE DRIVE-THRU WINDOW SUPPLIED AND INSTALLED BY G.C. VERIFY ROUGH OPENING WITH WINDOW SUPPLIER DRIVE THRU WINDOW PROVIDED AND INSTALLED BY G.C. "QUICK SERV" WINDOW FLUSH MOUNT CONCRETE FILLED 6" Ø STEEL BOLLARD TOP 3'-6" A.F.F.

SCALE:

3/4" = 1'-0" 3 A8.2

WOOD SHEATHING (TYP.), REFER SHEET A6.1& A 6.2 3 COAT STUCCO OVER 1/2" CDX PLYWOOD SHEATHING (TYP.), REFER SHEET A6.1& A 6.2 KITCHEN OUTSIDE WALK-IN FREEZER OUTSIDE DRIVE THRU' NOTE: REFER STRUCTURAL PLANS FOR TYPICAL TRUSS FRAMING DETAILS (VERIFY DIMENSION WITH TRUSS MANUF. BEFORE STARTING ANY WORK) (VERIFY DIMENSION WITH TRUSS MANUF. BEFORE STARTING ANY WORK) (VERIFY DIMENSION WITH TRUSS MANUF. BEFORE STARTING ANY WORK) 3 & 4 A8.5 HATCHING INDICATES PREFAB. WOOD TRUSS @ 24"O.C., REFER STRUCTURAL PLANS REFER FOUNDATION PLAN FOR SLAB DETAILS REFER FOUNDATION PLAN FOR SLAB DETAILS REFER FOUNDATION PLAN FOR SLAB DETAILS PARAPET PER ROOF DETAILS 12/A5.2 ROOFING MEMBRANE OVER RIGID INSULATION R VALUE PER T-24 (MECHANICAL) PARAPET PER ROOF DETAILS 12/A5.2 T.O. LOW ROOF +14'-0" A.F.F. T.O. HIGH ROOF +15'-0" A.F.F. REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Development Consultants, Inc. Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA RM-DL-01 POPEYES RESTAURANT-NEW CONSTRUCTION 1603 CECIL AVENUE CITY OF DELANO, CA 93215 SECTIONS & DETAILSWALLS 12/24/2021 MS DV A8.2

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DATE:11/17/2021 JOB :RM-DL-01

DWG BY:MS CHK BY:SPK

- I J ______________ -I " �_\._. MENUBOARD+------- i-------------I 4" HIGH SOLID- I SURFACE l BACKSPLASH I I I I I '-- - JREFERENCE POWER PLAN \ \ I \ \ LEGEND FOR WALL AND BASE FINISH REFER FINISH SCHEDULE@A3.1 &A3.2 INTERIOR ELEVATION NOTES 1. AT LAMINATE WALLS -PROVIDE CLEAR PLEXIGLASS CORNER GUARDS AT ALL OUTSIDE CORNERS. 2. AT MURAL WALL COVERING-PROVIDE CLEAR PLEXIGLASS CORNER GUARDS AT ALL OUTSIDE CORNERS. 11DI .,. \ ' � ,-POST SIGN WITH 1" LETTERING STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." I- 1 □ - 1LJLJI· D 1nn1� -� -i=i g� □ Tll Till ' r - u u "ALL GENDERACCESSIBLE" SIGN �i z (!) "' = "0 0 V 9'-4" ...L.. B.O. CEILING T ·ILJLJ □ ,_ LJLJLJLJ· I- ul rr 11 r--, 8'-8" "' B.O. SOFFIT 11 1n1 I. 1n1 11 1nn1 7'-0" ...L. B.O. MENU BOARDT 0'-0" ...1... T.O. A.F.F. T MENU BOARD-, 9'-4" ...L. - B.O. CEILING T ct> Sc -, 8'-8" "' PENDANT LIGHT B.O. SOFFIT REFERENCE REFLECTED CEILING 7'-0" ...L. r-------, PLAN B.O. MENU BOARDT l" ['_ ,SELF-SERVE DRINK COUNTER ON LEGS � "' " � PF ESELL MENU BOARD •r4" HIGH SOLID I r � ·�__(, SURFACE BACKSPLASH 2'-10"..L. T.O. COUNTERTOP T ,.-OPENING !ill � 0'-0" ...1.. T.O. A.F.F. T 9'-4" ...L. 9'4" ...LB.O. CEILING T B.O. CEILING Y - SELF SERVE DRINK- h COUNTER CR-1-. I ' ' �r CUT CHAIR RAILAFTER COUNTER HAS BEEN INSTALLED 0'-0" ..L WS-1 7 11 0'-0" ..L T.O. A.F.F. Y - T.O. A.F.F. Y CB-1 •FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION 15 INTERIOR SIGN PACKAGE -BY SIGN COMPANY SUBJECT TO FRANCHISOR APPROVAL RESTROOM ELEVATION 6 ELEVATION AREA SIGNNAME QTY MOUNTINGLOCATION FRONT OF HOURS OF OPERATION 2 CUSTOMER ENTRANCE DOORS, 48" AFF HOUSE DOOR TRAFFIC FLOW SIGNS IN 2 CUSTOMER ENTRANCE DOORS, 48" AFF OUT 2 CUSTOMER ENTRANCE DOORS, 48" AFF LOBBY FLOW SIGN 2 SITS ON TOP OF SERVICE COUNTER QUEUEING LINE FLOW SIGN 1 TOP OF QUEUEING LINE POLE RESTROOM SIGNS LATCH-SIDE WALL, MTD.(9 60 A.F.F. "HANDICAP WOMEN" 1 EXTERIOR OF WOMEN'S RESTROOM DOOR, 60" AFF "HANDICAP MEN" 1 EXTERIOR OF MEN'S RESTROOM DOOR, 60" AFF "RESTROOMS" 1 VISIBLE TO CUSTOMERS IN DINING AREA, 60" AFF "EMPLOYEES MUST WASH HANDS.. 2 INTERIOR OF BOTH RESTROOMS DOOR, 60" AFF "NO SMOKING" 5 DINING ROOM "EMPLOYEES ONLY" 1 ENTRANCE BETWEEN KITCHEN AND DINING ROOM TEA URN SIGNS "UNSWEETENED TEA" 1 HANGS ON DISPENSER "SWEETENED TEA" 1 HANGS ON DISPENSER 'WATER" 1 HANGS ON DISPENSER BACK OF BIN DECALS HOUSE "FLOUR" 1 PLACE ON FLOUR BIN "RICE" 1 PLACE ON RICE BIN "FILTER" 1 PLACE ON FILTER POWDER BIN 3 COMPARTMENT SINK DECALS 'WASH" 1 PLACE ON BACK SPLASH OVER APPROPRIATE SINK "RINSE" 1 PLACE ON BACK SPLASH OVER APPROPRIATE SINK "FILTER" 1 PLACE ON BACK SPLASH OVER APPROPRIATE SINK "HOT! USE CAUTION" 6 MICROWAVE WINDOW, OVEN, PRODUCT DISPLAY AREAS "MUST BE 18..." 4 FRYER, FILTER, MARINATOR, IF APPLICABLE) FRYER LABELS 1,2,3,4,5,6) 1 PLACE ON APPROPRIATE FRYER SECURITI "STOP! ALL VENDORS MUST .. 1 EXTERIOR OF BACK DOOR, 60" AFF SIGNS 'WARNING! ONLY MANAGERS..." 1 EXTERIOR OF BACK DOOR, 48" AFF "MANAGERS...ACCESS TO SAFE" EXTERIOR OF BACK DOOR, 48" AFF "CHEMICAL STORAGE ONLY'' 1 ON OR OVER AREA TO STORE CHEMICALS OTHER HANDICAP PARKING SIGN 2 DESIGNATED PARKING SPOT S) 84" TO BOT. OF SIGN SCALE: 318"=1'-0" COMMNENTS MOUNT ON WINDOW NEXT TO DOOR, IF POSSIBLE MOUNT DIRECTLY ABOVE PUSH BAR OF ENTRANCE DOORS MOUNT DIRECTLY ABOVE PUSH BAR OF ENTRANCE DOORS 3 SIDED SIGN, "ORDER HERE", "PAY HERE", "NEXT REGISTER" 2 SIDED SIGN, "ENTER HERE", "PLEASE COME AGAIN" HANDICAPPED MOUNT TO CENTER LINE OF SIGN MOUNT TO CENTER LINE OF SIGN MOUNT TO CENTER LINE OF SIGN 2 SIDED SIGN 2 SIDED SIGN 2 SIDED SIGN STICKER APPLICATION STICKER APPLICATION STICKER APPLICATION STICKER APPLICATION STICKER APPLICATION STICKER APPLICATION STICKER APPLICATION STICKER APPLICATION MOUNT TO SHELVING UNIT OR WALL SCALE: 3/8"=1'-0" " i,; " ] IBl iJ:, " rn IBl " " ' \ �.\\\ REFERENCE POWER PLAN MENU BOARD (7 PANEL TALL) \ OPEN TOBACK OF HOUSE \ CONTRACTOR NOTE CONTRACTOR TO OBTAIN FRANCHISOR APPROVALS, PRIOR TO INSTALLATION,NOTIFY COUNTY ENVIRONMENTAL HEALTH DEPARTMENT FOR ANY VARIATIONS & CONTACT PROJECT TEAM FOR PLAN REVISIONS, IF REQUIRED. □□□□ □□□□□□□□ □□□□ □□□□ □□□□ l!I !IV REFERENCE-. POWER PLAN ['_ IQ 'i!i III MENU BOARD (7 PANEL TALL)_; , -4" BACKSPLASH :·SHELVES ./ REFERENCE POWER DI DI PLAN (TYPICAL) -, 7 ,1�� ;c 1=1111 11 l:l 1,1 1,1 u . ' l:J 1,1 1,1 l:J 1c--, c: 1rflla' �� 3 �J- �ALES COUNTER REAR ELEVATION 9' 4" .J..B.O. CEILING • 0'-0" ..L. T.O. A.F.F. T 9'-4 ...i... B.O. CEILING T □□□□□□□ □□□□□□□ ,. � -', / ,, 0'-0" ....i... T.O.A.F.F. T 9'-4" .-I.. B.O. CEILING T ['_ l2 ' 8'-8" "' B.O.

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DATE:11/17/2021

JOB RM-DL-01

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DATE: 11/17/2021

JOB RM-DL-01

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COOLER DOOR SWEEP GASKET SLOPE SETTING BED -... 1/8" PER FOOT TO COOLER DOOR ii • <l • FINISH PER A3.1 , ii .,, .,, <l • • 0 SECTION @ W.I.B. DOOR NTS <z· (f SELF CLOSING HINGES -• ,- (2, 2""DIAL THERMOMETER t_ <�:: <I> PILOT SWITCH (f::-/ <£ il 84" FLUSH BOTTOM DOOR [C----S�_J <�\ METAL CLOSURE PANEL BETWEEN TOP OF COOLER AND CEILING � STAR TREAD KICK .-� PLATE )-/ 0DOOR ELEVATION@ 4 WALK IN COOLER/ FREEZER NTS � • .-i G10 .36'. .: E10.oo·, ( G10.36 \-DUNNAGEc_ BASE ./ / ( G 0 .481 /.,.,.,,, G 4 0 .42 i, II - - - -/-WALK-IN COOLER WALL -TlLE BASE PER A3.1 >/. r�� -t�9:�:��g��OR _J , 4 " .C:I a �, // ��"" , : J FOR FOUNDATION 0 �;CTION @ WALK-IN COOLER WALL 1WALL FRAMING AND SUBSTRATE -REFER TO SHEET A1 �-WALL FINISH -REFER TO LlP?� FINISH SCHEDULE ·!�� WALK-IN BOX WALL P.T. SILL PLATE AND WALL ANCHORING -REFER TO STRUCTURAL DWGS. L LOPE SETTING BED 1/8" PER FOOT TO DOOR 1 FULL LENGTH .40 __J ALUM. CLOSURE ANGLE W/ HEMMED EDGES W/ SILICONE BEAD CONT. EACH SIDE BACKER-ROD .J AND SEALANT WALK-IN WALL 1" EXPANSION GAP PLAN -BUILDING WALL 0 FLASHING DETAIL@ W.I.B. NTS FULL LENGTH .40 -• ALUM. CLOSURE ANGLE W/ HEMMED EDGES W/ SILICONE BEAD CONT. EACH SIDE PLAN BUILDING WALL t BACKER-ROD & SEALANT WALK-IN-WALL 0 �;CTION@ WALK -IN FREEZER WALL 0 FLASHING DETAIL@ W.I.F. NTS . . -i G10.361 . .--DUNNAGE-. BASE. ---r - - � - - � - - � DUNNAGE- \ - - � BASE . -ll 0 / ©INTERIOR COOLER ELEVATION 3/8"=1'-0" ' . /: G10 .48) I . C: E 10 0 0 \/ r "• ··/ G 4 0 .42\ - - - - - - -• I ®INTERIOR FREEZER ELEVATION 3/8"=1'-0" E 10 00-- / /E3 0 .84u j - -• • --· .1 / 1i E30.84j � -� G 4D.42:,_-1_ G 40.48>. 11 ./ / (1:3 0 .a.j) n n .- -• / G10 .36 / / 1G10.481 / / 1 G10 .36; /a DUNNAGE-DUNNAGE-. DUNNAGE-. BASE BASE BASE .G10 .48 :c;40_42 ,IG4o.4s) Li WALK IN BOX NOTES NOTE: REFER STRUCTURAL PLANS FOR FOUNDATION DETAILS AND ADDITIONAL NOTES. G.C. TO COMPLY WITH ALL WI.B. MANUFACTURER RECOMMENDATIONS FOR PREPARATION AND INSTALLATION OF W.I.B. SLAB. COOLER REFRIGERATION TO BE SIZED TO MAINTAIN 34 DEG. F. FREEZER REFRIGERATION TO BE SIZED TO MAINTAIN -10 DEG. F. WALK-IN COOLER TO PROVIDED WITHOUT FLOOR. WALK-IN FREEZER TO PROVIDED WITH 4" INSULATED FLOOR AND INTERIOR RAMP AT DOOR. THE WALK-IN MANUFACTURER WILL PROVIDE: 1) THE WALK-IN COOLER & FREEZER 2) REFRIGERATION EQUIP. SIZED TO MEET POPEYE$ REQUIREMENTS, FACTORY ASSEMBLED AND WITH LOW AMBIENT CONTROLS. INCLUDING ALL WIRING, REFRIGERATION PIPING, W/ REMOTE UNITS MOUNTED ON S.S. RAILS LOCATED ON THE ROOF, AND READY FOR FINAL CONNECTION TO ALL NECESSARY UTILITIES. 3) DELIVERY OF THE BOXES 4) CONTRACTOR TO INSTALL WALK-IN BOX AND REFRIG. IT IS THE RESPONSIBILITY OF THE G.C. TO CONTACT WALK-IN BOX PROVIDER AND OBTAIN A COPY OF THE SHOP DRAWINGS FOR THIS PROJECT PRIOR TO ROUGH IN OF UTILITIES. FAILURE TO OBTAIN SHOP DRAWINGS PRIOR TO ROUGH IN WILL NOT RESULT IN EXTRA CHARGES TO THE OWNER FOR RELOCATION OF UTILITIES. 9'-4" �/� \ -� " 1 < '- ---------: / " -------------------- /I ----------- k : I• / // / �� // "'--//: - -� 6"' 9) "' I � <D / I I · "' ·

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B N84.00 R50 R61 N80 R10 R51 N82 TL-2 TL-5 TL-6 TL-2 3'-5" 8'-0" 8" 3'-11" TL-1 A 3'-5" 8'-0" N82.00 R30 N80 TL-2 TL-5 TL-6 TL-2 8" 3'-11" R10 TL-1 N83.00 C N86.00 R51.00 R50.00 R40.00 R60.00 TL-2 TL-5 TL-6 TL-2 3'-5" 8'-0" 8" 3'-11" TL-1 D N86.00 3'-5" 8" 3'-11" 8'-0" TL-2 TL-5 TL-6 TL-2 TL-1 N83.00 F/D xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx COUNTER TOP & SINK R60 R40 R51 R50 N80 R30 N83.00 R10 R60 R40 R10 R30 N83.00 PROVIDE BLOCKING WHERE REQUIRED FOR ALL RESTROOM ACCESSORIES. 18" MIN. O.C. CL 48" X 48" DOOR CLR. SPACE 54" X 60" DOOR CLR. SPACE 30" X 48" URINAL CLR. SPACE 60" X 56" LAV. CLR. SPACE 30" X 48" LAV. CLR. SPACE N82 COMPLY W/ 5 & 6/DA3 FOR KNEE & TOE CLEARANCE N86 N84 N84 R61 R61 N80 N86 N81 C A9.6 B A D G A9.6 F E H N82 5'-5" R3'-0" 7'-7" 4'-3" 3'-6" 8'-5" R10 3'-5" E N83 8" 3'-11" 8'-0" N86.00 R30 N80 TL-2 N81 TL-5 TL-6 TL-2 TL-1 N83.00 F R61 N86.00 N84.00 TL-5 TL-6 TL-2 TL-2 TL-1 G N84.00 3'-5" 8" 3'-11" 8'-0" TL-2 TL-5 TL-6 TL-2 TL-1 N83.00 H R10 N82 R60 R40 N84.00 N80 TL-2 N81 TL-5 TL-6 TL-2 TL-1 R51 R50 R60 R40 N82 R30 N80 1.ALL RESTROOM ACCESSORIES FURNISHED AND INSTALLED BY CONTRACTOR, EXCEPT SOAP DISPENSER. 2.REFER 40/ DA5 FOR RESTROOM ACCESSORIES HEIGHTS 3.REFER A2.2 FOR EQUIPMENT SCHEDULE. QUANTITY ITEM 1 1 SANITARY NAPKIN DISPOSAL, SURFACE MOUNT BOBRICK B-270 GRAB BAR, STRAIGHT, SNAP FLANGE, 42" - GAMCO 150-S x 42" GRAB BAR, STRAIGHT, SNAP FLANGE, 36" - GAMCO 150-S x 36" ROLL TOILET TISSUE DISPENSER BOBRICK B-2890 SOAP DISPENSER, SURFACE MOUNT - BOBRICK B-4112 (OPTIONAL) RECESSED ROLL TOWEL DISPENSER AND WASTE RECEPTACLE, BOBRICK B-43944 HEAVY DUTY CLOTHES HOOK BOBRICK B-2116 R10 WALL MOUNTED MIRROR, CHANNEL FRAME 18"x36" GAMCO C-18x36 N84 WATER CLOSET, FLOOR MOUNT, SENSOR FLUSH - AMERICAN STANDARD 3461.001 N81 AMERICAN STANDARD 8123F CENTERSET LAVATORY FAUCET N85 AMERICAN STANDARD HAND SINK 9141.001 DESCRIPTION 1)INSTALL PORCELAIN GLAZED TILE, TL-2, FROM TOP OF BASE TILE TO 3'-5" AFF. 2)SEAL ALL WALL TILE GROUT JOINTS WITH EPOXY GROUT. N83 2 HAND DRYER W/RECESS KIT WALL TILE INSTALLATION NOTES R22 N86 URINAL LEGEND # RESTROOM ACCESSORIES. PER ACCESSORIES SCHEDULE WALL FINISH. PER WALL FINISH SCHEDULE. T - # WALL SCHEDULE RESTROOM ACCESSORIES SCHEDULE: 1/2"=1'-0" ELEVATIONS @ ACC. GENDER NEUTRAL RESTROOM 2 1/2"=1'-0" ENLARGED RESTROOM PLAN 1 NOTES 1."XXX" INDICATES BLOCKING REQUIRED IN WALL FOR PLUMBING LINES AND RESTROOM ACCESSORIES. BLOCKING TO BE FIRE RETARDANT WHERE REQUIRED BY CODE. 2.CONTRACTOR TO VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIALS PRIOR TO BIDDING. CONTRACTOR IS RESPONSIBLE FOR OBTAINING MANUFACTURS' CUT SHEETS AND LOCATING BLOCKING AS REQUIRED. BLOCKING NOTES: CONTRACTOR NOTE CONTRACTOR TO OBTAIN FRANCHISOR APPROVALS, PRIOR TO INSTALLATION, NOTIFY COUNTY ENVIRONMENTAL HEALTH DEPARTMENT FOR ANY VARIATIONS & CONTACT PROJECT TEAM FOR PLAN REVISIONS, IF REQUIRED. 2 2 1 2 2 1 1 2 2 1 2 R61 SEAT COVER DISPENSER, BOBRICK/ B-221 OR EQUIV. 2 WALL MOUNT HAND SINK, RESTAURANT INTERIORS, INC. R-2030 REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Development Consultants, Inc. Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA RM-DL-01 POPEYES RESTAURANT-NEW CONSTRUCTION 1603 CECIL AVENUE CITY OF DELANO, CA 93215 ELEVATIONS/ DETAILSRESTROOMS 12/24/2021 MS DV A9.6 1/2"=1'-0" ELEVATIONS @ NON ACC. GENDER NEUTRAL RESTROOM 3 LOCATION SUPPLIER/MANUF. MATERIAL MARK PRODUCT DESCRIPTION DIMENSION TL-1 BASE TILE WALL BASE 6" x 24" THICKNESS: 10.5MM CREATIVE MATERIAL CORP. SPEC: BUSINESS SLATE 2.0 GROUT: MAIPEI COLOR: MATTE GROUT COLOR: ULTRACOLOR PLUS IRON #107 TL-2 TILE RESTROOM WALLS SPEC: BUSINESS SLATE GROUT: MAIPEI FINISH: NATURAL/ CLEFTED BODY: PORCELAIN GLAZED COLOR BODY GROUT COLOR: ULTRACOLOR PLUS IRON #107 TL-5WALL TILE RESTROOM WALLSBLANK SPACES FOR POPEYE'S LOGO ACCENT BAND 4.25" x 8.5" BOON & BEAMING WHITE FINSH MATTE TL-6 WALL TILE RESTROOM WALL ACCENT BAND CUSTOM POPEYES LETTER LOGO TILE SETS 24" x 24" THICKNESS: 10.5MM 4.25" x 8.5" WHITE FINSH MATTE KEYPLAN 1.THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. 2.RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15" ABOVE THE FLOOR. EXCEPTION: HEIGHT LIMITATIONS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. 3.WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT, INCLUDING RESTROOMS, AND PLACED 80" ABOVE THE FLOOR OR 6" BELOW CEILING, WHICHEVER IS LOWER. 4.DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (i.e. LEVER-OPERATED, PUSH-TYPE, U-SHAPED) MOUNTED NO HIGHER THAN 48" ABOVE THE FLOOR. 5.FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP-RESISTANT. CHANGES IN LEVEL BETWEEN 0.25" AND 0.5" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2". CHANGES IN LEVEL GREATER THAN 0.5" REQUIRE RAMPS. CARPET PILE THICKNESS SHALL BE 0.5" MAX. GRATINGS IN FLOOR SHALL HAVE SPACES NO GREATER THAN 0.5" WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS SHALL NOT EXCEED 0.5" IN HEIGHT. 6.GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.25"-1.50" IN DIAMETER WITH 1.5" CLEAR SPACE BETWEEN THE BAR AND THE WALL. 7.ACCESSIBLE WATER CLOSETS SHALL BE 17"-19" FROM FLOOR TO THE TOP OF THE SEAT. GRAB BARS SHALL BE 36" LONG MINIMUM WHEN LOCATED BEHIND WATER CLOSET AND 42" MINIMUM WHEN LOCATED ALONG SIDE OF WATER CLOSET, AND SHALL BE MOUNTED 33"-36" ABOVE THE FLOOR. 8.ACCESSIBLE URINALS SHALL BE STALL-TYPE OR WALL HUNG WITH ELONGATED RIMS AT A MAXIMUM OF 17" ABOVE THE FLOOR. 9.ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34" ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29" ABOVE THE FLOOR TO THE BOTTOM OF THE APRON. 10.ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34" ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27" HIGH, 30" WIDE, AND 19" DEEP UNDERNEATH SINK. THE SINK DEPTH SHALL BE 6.5" MAXIMUM. 11.HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER 12.ACCESSIBLE LAVATORIES AND SINKS. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS (i.e. LEVER-OPERATED, PUSH-TYPE, ELECTRONICALLY CONTROLLED.) 13.WHERE MIRRORS ARE PROVIDED IN RESTROOM, AT LEAST ONE SHALL BE PROVIDED WITH THE BOTTOM EDGE OF THE REFLECTIVE SURFACE NO HIGHER THAN 40" ABOVE THE FLOOR. ACCESSIBILITY NOTES: ADA/ANSI A117.1

1 9 14 COMMERCIAL EMPLOYEE PARKING ELECTRIC TRANSFORMER LOCATION TRASH ENCLOSURE 13'-4" x 10'-4" 15 VAN ACCESSIBLE PARKING SPACE 4 5 ACCESSIBLE PARKING SPACE NO PARKING BICYCLE PARKING (2)4'x7' 19 RAMP DN. RAMP DN. CONC VALLEY GUTTER PER CIVIL PLANS AC AC AC AC 8 23 DRIVE-THROUGH WINDOWS BLDG. AREA 3,065 SQ.FT. W/ DINNING AREA 904 SQ.FT(NET) 26.0' 18.0' 38.9' 0.5' 5.0' R15.0' 19.0' (N)26.0' DRIVEWAY 5.8' 33.8' 5.8' 6.0' 35.8' 20.5' FROM SIDE PROPERTY LINE 23.0' 55.0' 26.4' 17.5' 6.0' 25.0' FROM CORNER PROPERTY LINE 9.0' 9.0' 10.0' 74'-0" FRONT SIDE BLDG SETBACK 7.6' 12.0' EXIT ONLY 71.2' 3.3' 20.0' 17.8' 19.5' 69.0' 5.5' 4.2' 4.6' 4.5' 0.5' 6.4' 22' (APPROX.) (N)25.0' DRIVEWAY (E)20.0' DRIVEWAY 47.6' INTERIOR SIDE BLDG. SETBACK 4.1' 8.0' 9.0' 9.0' 9.0' 5.0' 4.4' 12.0' 7.7' 12.0' 6.0' R15.0' 6.0' 14.0' 81.0' 10.1' 13.3' 6.0' R24.0' R5.0' 13.0' OUTDOOR DINING 317 SQ.FT. LANDSCAPING BACKFLOW PREVENTER BACKFLOW PREVENTER 1' OVERHANG WALL MOUNTED IRRIGATION CONTROLLER PER LANDSCAPING PLANS GAS METER 12.0' R15.4' MONUMENT SIGNAGE 18.9' STREET SIDE BLDG. SETBACK 12.0' 7.7' 12.0' 6.0' 35.6' REAR SIDE BLDG. SETBACK 83.5' ELECTRIC MSB TELEPHONE CABINET 4.5' 1.0' OVERHANG 6.0' PROPOSED SITE PLAN 1 PROPOSED SITE PLAN 12/24/2021 MS DV AS2 4" PARKING STRIPING (9'.0' x 19.0') TYP. LEGEND PROPERTY LINE NUMBERING OF PARKING SPACES # PROPOSED BUILDING 5'-0" WIDE ACCESSIBLE PATH OF TRAVEL W/ MAX. LONGITUDINAL SLOPE OF 5% & MAX. CROSS SLOPE OF 2% LOADING AREA (15.0' 25.0') RESTAURANT DRIVE THRU (TOTAL LENGTH UPTO WINDOW) 122.0' PARKING AREA (13,966 SQ.FT.) FOR LANDSCAPING CALCULATIONS (REFER EXHIBIT BELOW) LANDSCAPING (REFER LANDSCAPE PLANS FOR DETAILS) (N)4' HIGH WROUGHT IRON FENCE REFER 3 & 4/AS3 FOR DETAILS EQUIPMENT. REFER EQUIPMENT SCHEDULE ON THIS SHEET FOR DETAILS. LIGHT POLE (REFER ELECTRICAL PLANS FOR SPECIFICATIONS & STRUCTURAL DETAILS FOR FOOTING) ELECTRIC TRANSFORMER CLEARANCE AREA GRAPHIC SCALE NORTH INCH = ft. IN FEET 10 (E)FIRE HYDRANT VICINITY MAP CECIL AVE. CECIL AVE. PRINCETON ST. THOMAS WAY 14TH AVE. OXFORD ST. QUINCY ST. 16TH PL. SITE ALLEY 1.PEDESTRIANS TO BE PROTECTED DURING CONSTRUCTION, REMODELING, AND DEMOLITION ACTIVITIES AS REQUIRED BY CITY OF DELANO CODE CHAPTER 33. 2.APPROVED BUILDING ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION TO BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE IMPERIAL HIGHWAY. THE NUMBERS TO CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR ALPHABET LETTERS, AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH PER FIRE CODE SECTION 505.1 3.ALL REQUIRED PUBLIC FIRE HYDRANTS TO BE INSTALLED, TESTED AND ACCEPTED PRIOR TO BEGINNING CONSTRUCTION PER FIRE CODE SECTION 501.4 4.THE MEANS OF EGRESS, AND EXIT DISCHARGE, TO BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL PER BUILDING CODE SECTION 1008.2.1 5.THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION TO NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, THE EMERGENCY POWER SYSTEM TO PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR PER BUILDING CODE 1008.3.4. 6.COMMERCIAL KITCHEN EXHAUST HOOD AND DUCT TO HAVE A TYPE HOOD PROTECTED WITH AN APPROVED AUTOMATIC FIRE EXTINGUISHING SYSTEM INSTALLED IN ACCORDANCE WITH BUILDING CODE SECTION 904.2.2 AND FIRE CODE SECTION 609. 7.INTERIOR WALL AND CEILING FINISHES TO BE CLASS C (FLAME SPREAD INDEX 76-200 & SMOKE DEVELOPED INDEX 0-450) FOR GROUP A OCCUPANCY WITH AN OCCUPANT LOAD < 300, AS PER BUILDING CODE 803 & TABLE 803.13 AND FIRE CODE SECTION 803 & TABLE 803.3. 8.CURTAINS, DRAPES AND OTHER DECORATIVE MATERIALS SUSPENDED FROM THE WALLS AND CEILINGS TO MEET THE FLAME SPREAD PROPAGATION PERFORMANCE CRITERIA OF NFPA 701 IN ACCORDANCE WITH SECTION 806.2 OR BE NONCOMBUSTIBLE PER BUILDING CODE 806.1 AND FIRE CODE 807. REFER NOTES ON A3.2 & A4.1. FIRE DEPARTMENT SITE NOTES: ## TRUNCATED DOME DECORATIVE PAVING ASPHALT CONCRETE PAVING CEMENT CONCRETE PAVING VEHICULAR CIRCULATION AC PARKING & SITE ANALYSIS (M.C. TITLE 20 - ZONING) I. PARKING ANALYSIS (SEC. 20.13.20 (TABLE 13.A)) REQUIRED (1 PER 80 SQ.FT. OF GROSS DINNING AREA) PROVIDED (904+317)/80 = 16 SPACES 23 SPACES IV. LANDSCAPING IN PARKING AREA (SEC. 20.13.60 (TABLE 13.D)) REQUIRED PROVIDED MIN. 7.5% OF 13,966 SQ.FT. (REFER EXHIBIT) 32.2% OF 13,966 SQ.FT. DRIVE-THRU ANALYSIS (SEC. 20.11.150) # OF STACKED CARS REQUIRED PROVIDED 6 10 V. DRIVEWAY WIDTH (SEC. 20.13.60(TABLE 13.E)) TURN RADIUS: MIN. SPACING: FROM SIDE PROPERTY LINE REQUIREDPROVIDED 5'-0" 15'-0" FROM STREET CORNER MIN. REQUIREDPROVIDED 15 FT. 50 FT. MAX. 15 FT. 24 FT. MIN. (ONE WAY): MIN. (TWO WAY): MAX.: 15 FT. 24 FT. 36 FT. REQUIRED PROVIDED (TWO WAY) 26 FT. VI. SITE LIGHTING (SEC.20.10.140) REQUIRED AFTER 5 OR MORE CAR SPACES (ONE HALF (0.5) FOOT- CANDLES OF ILLUMINATION PER SQ.FT. OF PARKING AREA) 20'-6" 25'-0" II. OFF-STREET LOADING REQUIREMENTS (SEC. 20.13.20 (TABLE 13.B)) REQUIRED PROVIDED 1 SPACES 1 SPACES III. PROVIDED 1 FOR 5 CAR SPACES EXHIBIT FOR LANDSCAPING IN PARKING AREA DINNING (GROSS AREA) INDOOR OUTDOOR 904 SQ.FT. 317 SQ.FT NOTE: NO MORE THAN (10) PARKING SPACES TO BE PERMITTED IN SINGLE ROW UNLESS SEPARATED BY LANDSCAPE ISLAND. BOLLARD. REFER DETAIL 5/AS3 DRIVE-THRU SCHEDULE: QTY. TAG DESCRIPTION 2 CLEARANCE POST 1 FULL SIZE PREVIEW BOARD, DRIVE-THRU Q1 Q4 SPEAKER POST, ORDER CONFIRMATION BOARD AND CANOPY CAPTURE 5TH CAR IN STACKING ORDER AT 60' + FROM C/L AT MID WINDOW. 2 Q2 Q4 Q2 Q2 Q1 Q1 2 EXTERIOR MENU BOARD Q3 Q3 Q3 13,966 SQ.FT. CONCRETE SIDEWALK REVISIONS: CHK BY: TITLE PROJECT DWG BY: DATE: JOB Continental Development Consultants, Inc. Phone (702)347-6137; (530)405-3780 FAX (702)664-6237 Development Consultants, Inc. Civil Engineering Land Planning and Zoning Entitlements Building Design and Improvements Construction Consulting Email: Contact @ continentaldc.com Las Vegas, NV Woodland, CA RM-DL-01 POPEYES RESTAURANT-NEW CONSTRUCTION 1603 CECIL AVENUE CITY OF DELANO, CA 93215 SCALE: N.T.S. PRINCETON ST. 1 AS3 2 AS3