Library DWG Elevation for AutoCAD

Several examples of elevations of old style buildings.

Drawing labels, details, and other text information extracted from the CAD file:

mean roof height, top of ridge, t.o. beam, typ., at valley, t.o. fin. fl., t.o. truss plate, kentucky wood fence, matchline, iron gate, logo wall, top of bm, stucco profile, filler, with, moulding profiles, detail, unit e, unit b, top of the hightest ridge, small entry, extend entry, model-dr, beyond, model-cr, top of beam, finished, floor slab, xxxvii, xxxvi, xxxv, xxxiii, xxxiv, lxxxviii, lxxxix, lxxxvii, lxxxvi, iii, viii, vii, lote de bravo, coetz, mustang, eq.

Raw text data extracted from CAD file:

12 5 12 5 5 44.98231409899608 5 5 2 97.99999999999953 1 4 5 17.99999999999977 98.0 5 9 14 29.00000377377748 18.99999999999935 4.999999999999773 13 10 12 5 5 3 8 15 17 8.000000000000227 32.0 6 16 97.99999999999999 86.00000002514822 98.0 5 17 1′-11″ 9 4 9 5 6 4.0 28.00001876344868 8 12 5 12 5 5 5 14 3 13 12 5 10 2 1 MEAN ROOF HEIGHT TOP OF RIDGE 3 5 5 283.1161568063213 252.55807840316 98.00000114448018 7.999999999999318 5 5 19 13 FRONT ELEVATION 1/4″ 3 4 1 2 12 19 6 48.00000000000045 8 11.99999999999989 16 5 10 9 10 8 12 19 11 6 8 8 17 5 T.O. BEAM EL. +10′-2″ 98.00000000000026 110.0000000000041 4 6 5 12 10 11 2 5 10 16 9 5 3 TOP OF RIDGE MEAN ROOF HEIGHT 1 2 3 198.3659936877333 FRONT ELEVATION 1/4″ 18.99999999999977 5 5 98.00000000000001 1 4 2 5 3 27.00097656249974 5 27.02175312017516 10 41.02344257861 98.0 98.0 7.98551631198211 TYP. 5 1.0 5 98.00000000000081 10 5 39.00000000000591 5 2 6 3 20.99902343749682 5 8 2 5 10 5 17 15 10 10 4 98.00000000000044 AT VALLEY 6 1 MEAN ROOF HEIGHT 24.00000000000023 18 1 5 3 5 2 TOP OF RIDGE T.O. BEAM EL. +10′-2″ 266.6674626395587 5 5 6 37.99999999999967 39.00000000000011 17.99999999999999 5 5 13.13714077618067 73.25000000000011 5 18.99999999999909 13 1 2 29.00000000000068 23.96431544441316 97.99999999999955 97.99999999999989 32.0 8.000000000000469 9 74.25000000000011 4.999999999999773 4 5 10 14 7 5 44.98799781581559 6 8 12 5 3 EL. +9′-2″ T.O. BEAM 5 85.98935431398797 86.00000002514813 97.99999999999989 28.00001876344868 4.0 10 74.25000000000739 10.0 5 9 9 9 8 6 62.23935431399525 4 5.000118039175732 62.25000000000011 5 9 13 1 10 12 5 2 5 12 5 5 3 MEAN ROOF HEIGHT TOP OF RIDGE 143.0000368600322 1 2 EL. 0′-0″ T.O. FIN. FL. EL. +12′-2″ T.O. BEAM 102.000000000001 72.00000000000057 29.99999999995418 FRONT ELEVATION 1/4″ 42.0000000000457 T.O. BEAM EL. +15′-2″ 3 17.00003686003174 23.99999999999991 5 6 9 5 38.99996313997008 7 8 314.2006178442148 4 98.00000000000091 97.99999921734002 4 (W/ FILLER) 11 20.99902343749682 27.0009765625025 5 8 5 5 3 11 (W/ FILLER) 5 12 12 14 97.50000000000091 17 11 16 5 1 12 17 12 97.99999999999929 13 9 5 3 3 5 1 4 EL. +11′-3″ 2 T.O. BEAM 2 EL. +21′-10″ T.O. BEAM TOP OF RIDGE 5 5 283.1161568063213 252.55807840316 98.00000114448018 7.999999999999318 5 5 19 13 FRONT ELEVATION 1/4″ 3 4 1 2 12 19 6 48.00000000000043 8 12.0 16 5 10 9 10 8 12 19 11 6 8 8 8 17 5 T.O. BEAM EL. +10′-2″ 98.00000000000027 110.0000000000041 4 6 5 12 10 11 2 5 10 16 9 5 3 TOP OF RIDGE MEAN ROOF HEIGHT 1 2 3 3 98.00000114448017 7.999999999999318 5 5 13 FRONT ELEVATION 1/4″ EL. ;0′-0″ 3 T.O. FIN. FL. 4 1 T.O. TRUSS PLATE T.O. BEAM EL. +12′-2″ EL. +18′-2″ T.O. BEAM EL. +15′-2″ 2 12 19 6 48.00000000000045 8 12.0 16 5 10 9 10 8 12 19 19 11 6 8 8 19 AT VALLEY 8 17 5 313.9756178442153 289.9753089221071 11 97.99999999999889 97.99999999999933 110.0000000000014 12 11 12 6 5 5 2 6 10 16 10 9 19 18 14 <> MAX. 2 12 4 5 6 12 11 11 3 5 T.O. BEAM EL. +21′-10″ 2 T.O. BEAM MEAN ROOF HEIGHT EL. +9′-2″ ELEVATION 1/4″=1′-0″ 324.0000000000009 ELEVATION 1/8″=1′-0″ KENTUCKY WOOD FENCE (SEE BELOW FOR CONTINUATION BD 2 2 5 C 2 OF LEFT SIDE) MATCHLINE 2 C IRON GATE KENTUCKY WOOD FENCE LOGO WALL PAVILLION 1 120.0 2 TYP. 6.000000000000455 2 TYP. 6.000000000000455 2 2 2 2 2 12 5 IRON GATE LOGO WALL PAVILLION 1 PAVILLION 2 C 2 12 5 12 5 (SEEBELOW FOR CONTINUATION) C MATCHLINE C \A1;5″ 9 -769.5444581604211 16 \A1;5″ \A1;5″ -801.6200074355434 -801.6200074355434 – 5 8″ 8 5 50.62501778481455 27.97465555762517 5 2 19 1 148.0032786310993 98.00256424123404 12 12 19 9 7.999999999999773 13.99926458580319 18 13 9 5 5 5.000000028976501 8 12 5 2 14 35.98880246042984 10 9 15 12 5 3 12 5 3 14 98.00619845699497 20 97.99972634019491 12 12 9 6 27.98420578267758 10 7.999999999999773 10 20 8 15 9 9 46.00155495705769 10 15 5 6 5 19 19 18 8″ 2 5 5 8 4.999999999436113 13 17 3 12 5 3 12 5 3 19 TOP OF BM 1 2 5 3 8 2 13 3 149.9985414222374 97.99999999999797 1 2 5 12 2 11 4 19 9 6 11 10 10 97.99999999999898 18.0 5 31.99999989668595 12 5 3 FRONT ELEVATION 1/4″ 3 18 5 15.99999999999466 7.999999999999886 98.00000000000125 11.99999999999955 11.99999999999977 15.99999999999466 8.0 98.00000000000112 5 85.99999999999116 16 12 10 11 2 11 10 10 13 9 17 19 2 14 5 12 5 5 6 12 8 6 6 3 8 13 12 5 3 1 2 EL. +9′-2″ T.O. BEAM EL. 0′-0″ T.O. FIN. FL. T.O. BEAM T.O. BEAM EL. +15′-2″ EL. +12′-2″ \A1;1″ \A1;1 9/16″ \A1;1 11/16″ \A1;2 1/16″ \A1;6 5/16″ \A1;6 5/16″ \A1;1″ \A1;1 9/16″ \A1;1 11/16″ \A1;2 1/16″ \A1;1 1/4″ \A1;4 11/16″ \A1;4 11/16″ – \A1;1′-8″ \A1;2′-0″ \A1;3″ E -492.6644838469724 -492.6644838469724 -455.6869025992473 -492.6644838469724 -455.6869025992473 -455.6869025992473 -492.6644838469724 -492.6644838469724 -492.6644838469724 -455.6869025992473 -455.6869025992473 -455.6869025992473 -455.6869025992473 A-3 1 PARTIAL ELEVATION 1″ STUCCO PROFILE 1″ -203.1914327877635 -203.1914327877635 -203.1914327877635 98.0 86.00000002514821 2 1 13 3 12 5 9 5 10 5 4 14 3 FRONT ELEVATION 1/4″ 1 2 5 98.0 8 15 1′-11″ 5 9 1 34.99574172901953 5 44.98231409899608 28.00001876344871 8 17 12 5 6 6 97.99999999999999 22.00000000017894 8.000000000000227 2 16 6 97.99999999999955 98.0 29.00000377377751 18.99999999999932 4.999999999999545 17 14 5 5 10 9 13 4 17.99999999999977 12 5 3 12 5 EL. 0′-0″ T.O. FIN. FL. EL. +15′-2″ T.O. BEAM EL. +12′-2″ T.O. BEAM 3 5 5 7.999999999999204 98.00000114448018 8 FRONT ELEVATION – ELEVATION 4 1/4″ 110.0 4 T.O. FIN. FL. EL. ;0′-0″ T.O. BEAM T.O. BEAM T.O. TRUSS PLATE EL. +15′-2″ EL. +12′-2″ EL. +18′-2″ 5 1 8.000000000000568 2 48.00000000000037 5 12 12 5 6 19 11 10 9 13 19 6 8 10 11 8 8 17 289.975308922107 313.9756178442153 97.99999999999886 19 7 110.0000000000014 12 16 8 11 19 6 5 16 97.99999999999946 2 10 9 10 18 14 12 5 4 5 3 8 5 11 5 4 MEAN ROOF HEIGHT 2 1 3 TOP OF RIDGE EL. +21′-10″ T.O. BEAM 2 198.3659936877332 97.99999999999955 29.00000000000068 5 5 T.O. BEAM 19.00000008595794 FRONT ELEVATION 1/4″ 17-A 17 97.99999999999977 T.O. FIN. FL. EL. 0′-0″ 11 1 2 EL. +12′-2″ 12 9 41.00003686001128 14 10 9 98.0 12 14 8.0 27.05346251054107 10 5 EL. +15′-2″ T.O. BEAM 3 2 1 7 5 3 6 8 8 13 3 253.7664031397381 3 20.99902343749704 29.00000078265975 FILLER WITH 5 11 98.00000000000068 11 12 1 27.0009765625025 97.99999921734002 4 15 8.477978688309122 98.0 11 13 2 9 5 5 AT VALLEY 7 8 12 5 3 T.O. BEAM EL. +10′-2″ 11 5 MEAN ROOF HEIGHT TOP OF RIDGE 2 2 5 5 E 5 F 5 5 FRONT ELEVATION 1/4″ 5 18.99999999999977 98.0 10 18 18-A 1 19 2 EL. +15′-2″ T.O. BEAM 5 12.0 97.99999999999989 10 4 18 6″ TYP. 10.0 TYP. 1.0 TYP. 5 3 TYP. 8 5 5 5 40.99999999999636 5 5 13 6 10 2 3 5 290.1003089221071 314.2006178442149 16 97.99999999999898 98.0 98.00000000000068 4 10 27.0009765624996 5 17 5 TYP. 5 1 10 16 10 6 89.5197499031625 10 10 17 10 14 7.980250096837494 5 15 10 17 3 6 17 16 17 5 1 5 EL. +11′-3″ T.O. BEAM 20 2 4 2 TOP OF RIDGE MEAN ROOF HEIGHT EL. +21′-10″ T.O. BEAM 3 2 TYP. 24.0 18 EL. +12′-2″ T.O. BEAM 2 5 5 2.0 19.99999999999955 5 5 TYP. TYP. 24.0 T.O. FIN. FL. EL. ;0′-0″ 35.5386772037341 MOULDING PROFILES 5 5 5 5 3″=1′-0″ EL. +12′-2″ \A1;;28′-10″ \A1;;11′-8″ \A1;3′-3″ \A1;3′-7″ \A1;1′-0″ \A1;2′-9″ \A1;8′-2″ (TYP.) \A1;1′-0″ \A1;6′-10″ \A1;10″ \A1;8′-2″ (TYP.) \A1;EQ. \A1;EQ. \A1;EQ. \A1;EQ. \A1;R33′-10″ \A1;1′-4″ \A1;2′-5″ \A1;2′-2″ \A1;2′-2″ \A1;4’1\\” \A1;36″ MIN. -651.9912447047948 < -654.4373185749514 -654.4373185749514 17 1 4 10 13 3 2 15 5 14 FRONT ELEVATION 1/4" 2 GRADE EL. +4'-6" N.G.V.D. (@ PROP. LINE) T. O. RETENTION WALL EL. +7'-0" (N.G.V.D.) (@ COURTYARD) -641.5264713349784 -641.5264713349784 -641.5264713349784 21 12 4 3 -641.5264713349784 -641.5264713349784 2 20 -641.5264713349784 1 20 6 2 5 3 -641.5264713349784 -641.5264713349784 -641.5264713349784 -641.5264713349784 -641.5264713349784 13 11 21 10 23 23 10 16 -641.5264713349784 -641.5264713349784 10 9 7 -641.5264713349784 12 4 19 17 17 3 -641.5264713349784 18 -641.5264713349784 2 -641.5264713349784 -641.5264713349784 2 -641.5264713349784 < 2 9 12 4 5 12 12 4 12 4 12 4 12 5 2 T. O. CONC. BEAM EL. +16'-3" N.G.V.D. (@ GARAGE) T. O. CONC. SLAB EL. +9'-1" N.G.V.D. (@ 1st FLOOR) GRADE EL. +4'-6" N.G.V.D. (@ PROP. LINE) T. O. CONC. SLAB EL. +6'-0" N.G.V.D. (@ GARAGE) 6 12 1 5 8 T. O. TRUSS/CONC. BM. EL. +20'-9" N.G.V.D. (@ 2nd FLOOR) T. O. CONC. BEAM EL. +30'-11" N.G.V.D. (@ ROOF) 6 17 3 20 18 1 15 1 2 5 3 \A1;1'-0" \A1;6'-10" \A1;1'-0" \A1;EQ. \A1;EQ. \A1;;15'-7" \A1;;27'-10" \A1;2'-9" \A1;8'-2" (TYP.) \A1;8'-2" (TYP.) \A1;R59'-7\\" \A1;1'-4" \A1;2'-2" \A1;2'-2" \A1;36"MIN. -147.8219240876497 REAR ELEVATION 1/4" 11 15 10 4 15 17 19 18 6 17 1 5 2 3 -147.8219240876497 -147.8219240876497 2 -147.8219240876497 12 4 -147.8219240876497 -147.8219240876497 -147.8219240876497 -147.8219240876497 -147.8219240876497 -147.8219240876497 -147.8219240876497 -147.8219240876497 -147.8219240876497 2 5 12 1 5 12 -147.8219240876497 12 23 4 1 < 9 -147.8219240876497 5 2 20 5 2 3 13 T. O. CONC. SLAB EL. +9'-1" N.G.V.D. (@ 1st FLOOR) T. O. POOL DECK EL. +5'-4" N.G.V.D. T. O. CONC. BEAM EL. +19'-3" N.G.V.D. (@ TERRACE) 21 14 23 7 2 5 3 T. O. CONC. BEAM EL. +30'-11" N.G.V.D. (@ ROOF) 7 3 \A1;10" \A1;1'-0" \A1;10" \A1;10" \A1;1'-0" \A1;10" \A1;3" \A1;2'-8" \A1;3" -1727.316099252057 -1727.316099252057 1\"=1'-0" DETAIL -1727.316099252057 A-4 1 1 -1727.316099252057 -1727.316099252057 -1727.316099252057 -1727.316099252057 -1727.316099252057 -1727.316099252057 UNIT E UNIT B UNIT B1 TOP OF THE HIGHTEST RIDGE MEAN ROOF HEIGHT SMALL ENTRY EXTEND ENTRY 12 5 \A1;23'-9" \A1;27'-10" 5 1 \A1;8'-1" \A1;1'-10" \A1;4'-9" \A1;3'-4" \A1;8'-2" \A1;9'-10" -1412.367455724684 -1412.367455724684 2 2 ZONE: 4 + 47.25 PSF - 51.26 PSF 1 < < ZONE: 4 + 46.94 PSF - 50.95 PSF 1 -1412.367455724684 -1412.367455724684 ZONE: 4 + 46.45 PSF - 50.46 PSF 1 MODEL-DR BEYOND ZONE: 4 + 47.15 PSF - 51.16 PSF 1 4 ZONE: 4 + 46.94 PSF - 50.95 PSF 1 ZONE: 4 + 46.94 PSF - 50.95 PSF 1 MODEL-CR 2 7 6 7 TOP OF BEAM ZONE: 4 + 47.25 PSF - 51.26 PSF 1 12 5 ELEV=+22'-1" ZONE: 4 + 46.94 PSF - 50.95 PSF 1 < 8 -1412.367455724684 -1412.367455724684 7 2 3 ZONE: 4 + 46.94 PSF - 50.95 PSF 1 ZONE: 4 + 46.94 PSF - 50.95 PSF 1 * ELEV=+9'-10" ELEV=+0'-0" 1ST. FLOOR FINISHED TOP OF BEAM ELEV=+24'-1" TOP OF BEAM TOP OF BEAM TOP OF 2DN FLOOR SLAB 1 ELEV=+19'-1" ELEV=+21'-1" 5 2 XXXVII XC XXXVI XXXV XXXIII XXXIV LXXXVIII LXXXIX LXXXVII LXXXVI 1 1 \A1;3'-4" \A1;6'-10" 1 5 5 I II TYP. 1 5 III TYP. \A1;4'-9" 12 5 ZONE: 4 + 46.83 PSF - 50.81 PSF 1 1 5 VIII \A1;1'-10" 1 5 \A1;6'-10" 1 5 IV \A1;2'-1" 5 V \A1;4'-9" \A1;1'-7" 1 5 VII VI IX 6 1 1 \A1;3'-4" \A1;6'-10" 1 5 5 I II TYP. 1 5 III TYP. \A1;4'-9" 12 5 ZONE: 4 + 46.83 PSF - 50.81 PSF 1 1 5 VIII \A1;1'-10" 1 5 \A1;6'-10" 1 5 IV \A1;2'-1" 5 V \A1;4'-9" \A1;1'-7" 1 5 VII VI IX 6 \A1;12'-6" \A1;8'-2" \A1;8'-2" \A1;1'-6" \A1;2" \A1;2'-8" \A1;1'-4" \A1;8" \A1;8'-2" \A1;1'-0" \A1;1'-0" \A1;1'-4" \A1;8" \A1;8'-2" \A1;5" \A1;7'-2" \A1;1'-0" \A1;27'-0" \A1;VARIES \A1;10'-0" \A1;6" \A1;6" \A1;4" \A1;23'-7 1/8" \A1;21'-0 1/2" \A1;8'-2" \A1;8" \A1;1'-4" \A1;15'-2" \A1;4'-0" \A1;1'-0" \A1;3'-0" \A1;8'-2" \A1;9'-2" \A1;3'-6" MIN. \A1;4" \A1;3'-9" \A1;8'-2" \A1;22'-5" \A1;8'-2" \A1;2" \A1;1'-6" \A1;8'-2" \A1;8'-2" \A1;2'-5" \A1;1'-7" \A1;5" \A1;8" \A1;2'-8" \A1;8'-2" \A1;7'-2" \A1;8'-2" \A1;17'-4" \A1;1'-11" \A1;2'-11" \A1;4" \A1;2'-4" \A1;5" \A1;4" \A1;23'-7 1/8" \A1;21'-0 1/2" \A1;8'-2" \A1;8" \A1;1'-4" \A1;15'-2" \A1;4'-0" \A1;1'-0" \A1;3'-0" \A1;8'-2" \A1;9'-2" \A1;3'-6" MIN. \A1;8'-2" \A1;8" \A1;1'-4" \A1;15'-2" \A1;4'-0" \A1;1'-0" \A1;3'-0" \A1;26'-2" \A1;24'-2" \A1;8'-2" \A1;8'-2" \A1;9'-2" \A1;30" MIN. \A1;2" MAX. \A1;16'-6 3/8" \A1;1'-7" \A1;2'-5" \A1;5" \A1;8'-2" \A1;2'-3" \A1;5" \A1;2'-3" \A1;3'-5" \A1;8'-2" \A1;8'-2" \A1;8" \A1;10" \A1;1" \A1;1'-0" \A1;8'-2" \A1;4" \A1;3'-3" \A1;1'-9" \A1;10" \A1;7'-3" \A1;8'-2" \A1;2'-0" \A1;3'-6" MIN. \A1;22'-2 5/8" \A1;6" \A1;9" \A1;3'-2" \A1;3'-3" \A1;1'-6" \A1;2" \A1;2'-11" \A1;1'-1 1/8" \A1;6'-1 1/4" \A1;8'-2" \A1;1'-7" \A1;2'-5" \A1;2'-0" \A1;8'-2" \A1;8'-2" \A1;2'-8" \A1;8" \A1;6'-2 1/4" \A1;5" \A1;4" \A1;3'-9" \A1;17'-4" \A1;7'-2" \A1;7'-2" \A1;8'-2" \A1;2'-4" \A1;4" \A1;6'-2 1/4" \A1;10" \A1;1'-0" \A1;5'-2 1/4" \A1;5" \A1;5'-2 1/4" \A1;9'-11" \A1;11'-11" \A1;8'-6" \A1;6'-0" \A1;2'-6" \A1;3'-6" \A1;1'-5" \A1;2'-0" \A1;4" \A1;3'-3" \A1;26'-2 1/4" \A1;8'-2" \A1;8'-2" \A1;1'-9" \A1;2'-3" \A1;R8" \A1;1'-7" \A1;8'-1 1/2" \A1;8'-2" \A1;3'-6" MIN. \A1;3'-11 3/8" \A1;4'-2 5/8" \A1;2'-4" \A1;1'-8" \A1;12'-4" \A1;8'-2" \A1;8" \A1;1'-2" \A1;1'-0" \A1;5" \A1;5" \A1;3'-0" \A1;8'-2" \A1;8'-2" \A1;2'-4" \A1;8" \A1;3'-10" \A1;4" \A1;2'-10" \A1;5" \A1;8'-2" \A1;7'-2" \A1;5" \A1;8'-2" \A1;1'-11" \A1;8'-2" \A1;2'-11" \A1;4" \A1;3'-9" \A1;2'-4" \A1;4" \A1;8'-2" \A1;1'-10" \A1;8" \A1;8'-2" \A1;8'-2" \A1;2'-5" \A1;1'-7" \A1;5" \A1;2" \A1;1'-6" \A1;15'-2" \A1;2'-4" \A1;8" \A1;8'-2" \A1;9'-2" \A1;1'-4" \A1;8" \A1;4'-0" \A1;3'-0" \A1;24'-2" \A1;26'-2" \A1;8'-2" \A1;9'-2" \A1;8'-2" \A1;3'-6" MIN. \A1;2'-5" \A1;1'-7" \A1;8'-2" \A1;8'-2" \A1;1'-0" \A1;8'-2" \A1;6" \A1;10" \A1;1" \A1;2'-3" \A1;8" \A1;R3'-6" \A1;3'-5" \A1;4" \A1;3'-3" \A1;24'-2 1/8" \A1;26'-2 1/4" \A1;8'-2" \A1;8'-2" \A1;8'-2" \A1;2'-3" \A1;5" \A1;1'-9" \A1;7'-5 1/2" \A1;8" \A1;3'-6" MIN. \A1;2'-0" \A1;2'-3" \A1;2'-4 5/8" \A1;2" \A1;1'-8" \A1;1'-8 3/4" \A1;R6'-11 7/8" \A1;2'-0" \A1;2'-11 1/2" \A1;3'-1 1/8" \A1;1 1/2" \A1;1 5/8" \A1;1'-10" \A1;8'-2" (TYP.) \A1;8'-2" (TYP.) \A1;36"MIN. \A1;2'-9" \A1;;27'-9 7/8" \A1;;15'-7" \A1;R59'-7\\" \A1;1'-0" \A1;1'-4" \A1;EQ. \A1;1'-0" \A1;2'-2" \A1;6'-10" \A1;EQ. \A1;2'-2" \A1;4'1\\" \A1;EQ. \A1;EQ. \A1;8'-2" (TYP.) \A1;6'-10" \A1;1'-0" \A1;1'-4" \A1;9 3/4" \A1;2'-2" \A1;;11'-8 1/4" \A1;;28'-10 1/4" \A1;8'-2" (TYP.) \A1;1'-0" \A1;2'-5" \A1;3'-3" \A1;3'-7" \A1;2'-2" \A1;36" MIN. \A1;2'-9" \A1;R33'-10" \A1;EQ. \A1;EQ. \A1;16'-6 3/8" \A1;8'-2" \A1;2'-5" \A1;3'-3" \A1;4" \A1;1'-7" \A1;8'-2" \A1;3'-5" \A1;8'-2" \A1;8" \A1;2'-3" \A1;21'-1 3/4" \A1;1'-9" \A1;2'-5" \A1;1'-7" \A1;8'-2" \A1;2'-3" \A1;8'-2" \A1;8 1/2" \A1;8'-2" \A1;3'-6" MIN. \A1;1'-1" \A1;1'-7" \A1;1'-0" \A1;9" \A1;1" LOTE DE BRAVO LOTE DE BRAVO LOTE DE BRAVO LOTE DE BRAVO COETZ LOTE DE BRAVO MUSTANG MORRISON 9824 MORRISON 9824 MORRISON 9824-LOT-LOT-03 MORRISON 9824-LOT-LOT-04 MORRISON 9824-LOT-LOT-10 MORRISON 9824-LOT-LOT-17 MORRISON 9824-LOT-LOT-23 MORRISON 9824-LOT-LOT-30 MORRISON 9811 LYONS 12 5 CORUM 0138 1 1 1 5 5 1 5 12 5 1 5 1 5 1 5 5 1 5 1 1 1 5 5 1 5 12 5 1 5 1 5 1 5 5 1 5 <> (TYP.) REAR ELEVATION 1/4″ 11 15 10 4 15 17 19 18 6 17 1 5 2 3 <> (TYP.) 36″MIN. 2 5 12 4 ;<> ;15′-7″ R59′-7\\” 5 5 EQ. 5 5 5 2 5 12 1 5 12 EQ. 12 23 4 1 < 9 5 5 2 20 5 2 3 13 T. O. CONC. SLAB EL. +9'-1" N.G.V.D. (@ 1st FLOOR) T. O. POOL DECK EL. +5'-4" N.G.V.D. T. O. CONC. BEAM EL. +19'-3" N.G.V.D. (@ TERRACE) 21 14 23 7 2 5 3 T. O. CONC. BEAM EL. +30'-11" N.G.V.D. (@ ROOF) 4'1\\" < EQ. EQ. 17 1 4 10 13 3 2 15 5 14 FRONT ELEVATION 1/4" 2 GRADE EL. +4'-6" N.G.V.D. (@ PROP. LINE) T. O. RETENTION WALL EL. +7'-0" (N.G.V.D.) (@ COURTYARD) <> (TYP.) 5 5 21 12 4 3 1′-4″ 5 2 20 5 1 20 6 2 5 3 ;<> ;<> <> (TYP.) 5 5 13 11 21 10 23 23 10 16 5 5 10 9 7 5 12 4 19 17 17 3 36″ MIN. 18 5 2 R33′-10″ EQ. 2 EQ. < 2 9 12 4 5 12 12 4 12 4 12 4 12 5 2 T. O. CONC. BEAM EL. +16'-3" N.G.V.D. (@ GARAGE) T. O. CONC. SLAB EL. +9'-1" N.G.V.D. (@ 1st FLOOR) GRADE EL. +4'-6" N.G.V.D. (@ PROP. LINE) T. O. CONC. SLAB EL. +6'-0" N.G.V.D. (@ GARAGE) 6 12 1 5 8 T. O. TRUSS/CONC. BM. EL. +20'-9" N.G.V.D. (@ 2nd FLOOR) T. O. CONC. BEAM EL. +30'-11" N.G.V.D. (@ ROOF) 6 17 3 20 18 1 15 1 2 5 3