CONSTRUCTION DRAWINGS RELEASED FOR PERMIT
EXISTING FLUTED TRIM IS 8" WIDE. INSTALL NEW APPLIQUE
REMOVE AND INSTALL NEW DOORS, WINDOWS, CASING, AND LINTELS ON \THE FRONT OF THE HOUSE.
Jennifer Burger CAD Technician 678-525 -2829
SEE ARCHITECT'S DRAWING FOR ARCH DETAIL
CONFIRM ALL DOOR AND WINDOW DIMENSIONS (WIDTH/HEIGHT) AND STYLE WITH CLIENT. 8 : 12 8 : 12
BUILD NEW GARAGE 6:12 PITCH MATCH EXISTING: ROOF SHINGLES, FASCIA, OVERHANG, & GUTTERS.
2-6x6-8 (10 LT F/ DOOR)
2-0X5-2 4/4
REMOVE TRANSOMESINSTALL TALLER DOORS
18'-8"
10' CEILING
15 LT (3W5H)/IPNL
15 LT (3W5H)/IPNL
10'
6180
9'-11"
6180
3062DH
3062DH 16080
15 LT (3W5H)/IPNL
GARAGE AND COVERED BREEZE WAY ADDITION
3'-3"
3-0X6-2 9/9
3062DH 6180
3'-11"
3 : 12
8'
REMOVE TRANSOMESINSTALL TALLER DOORS
6 : 12
3:12 PITCH
3-0X5-2 6/6
8'
3-0X6-2 9/9
3-0X5-2 6/6
3-0X5-2 6/6
2052DH
9"
3062DH
2052DH
6252MU
8'
3052DH
15'-5"
3052DH
21'
3-0X5-2 6/6 THESE MAY NEED TO BE SHORTER. TEMPERED GLASS BOTTOMS.
THE HOME OWNER AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING AND ACCEPTING ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ALL STRUCTURAL DRAWINGS MUST BE EITHER DRAWN OR APPROVED/ STAMPED BY A LICENSED ENGINEER.
SHEET SIZE ARCH D (24" x 36") DATE ISSUED: 11/23/2015 @ 1:13:28 PM
FRONT ELEVATION 1 SCALE:
SHEET: 1 OF 5
CONSTRUCTION DRAWINGS RELEASED FOR PERMIT
1043.49 gs 1042.92 gs
44
1044.18 10sweet
RBF
1045.95 12p
1040.82 7sweet
12"POPLAR
1045.04 7hick
8"HICKORY
1042.74 7sweet
1043.17 12p
1042.99 gs 1045.48 12p.stump
1043.50 gs
1043.30 t.pad
1045.66 10p.stump
1042.36 boc
1041.77 gs
1042.31 boc.dr
1042.78 boc
104 wm 2.85
1045.20
D tfh
4 10 lp
1042.02 dr
1041.24 gs
IPP
RBF 4.6' S.W.
1040.56 gs
1041.09 gs 1033.60 12p
1033.02 7p
1033.11 7p
1044.22 boc
1040.67 boc
P.O.B. 811.83' (P) TO JETT FERRY ROAD 50'R/W (NO MONUMENT FOUND) 1040.13 boc
1018.71 20pop 1019.79 12hick
1030.02 10pop
1027.85 10pop 1023.63 16pop
1040.69 boc
20"POPLAR
1020
GARAGE AND COVERED BREEZE WAY ADDITION
1024.16 gs 1025.22 gs
1042
40
1021.89 14p
1041.45 boc.dr
1039.33 gs
1035.16 gs
1028.94 gs
1026.48 gs 1021.20 gs
12"PINE
RBF 0.5' S.W.
(PRIVATE DRIVE 24' BACK-BACK)
1040.80 boc
10 w.e 32.85 lev
1032.2 pat.elev7
1022.65 18oak
1041.59 dr
10
1018.73 12hick 1018.94 12oak
10"POPLAR 10"POPLAR 16"POPLAR
20
12"HICKORY
7"PINE
1044.14 boc
H Y
SENTINAE CLOSE
30
1018.69 7pop
C1 (P=M)
1041.46 boc.dr
7"PINE
IPP
10' UTLITY ESMT
1042.32 boc.dr
10
(P=M)
8 3 .3
1042.74 gs 1041.70 dr
1041.59 dr
1039.76 gs
1037.13 gs
.61 33 tps 10 tps.s s
1025.07 gs
248.11 S89째17'28" W'
10
12"HICKORY
1020
1042.08 dr
1041.60 dr
1041.70 dr .72 1041 dr
21.5 '
14"PINE
12"OAK
1041.85 dr
1041.74 dr
LOT 3
OPLAR
FH
1041.50 dr
.3 7 30 10 x w 103 wx 0.40
1028.40 fc
1045.94 gs
1041.01 gs 1041.18 dr
1039.48 sw
60' 1038.94 sw
44
1 sw 038.
1040.80 dr
9.57 103 s w 9 .7 7 3 10 w 9.82 1s03 9.95 sw103 05 sw 040. 1 w s 1040.06 sw 1040.06 dr.sw
BS
L
1038.54 sw 1038.50 sw 10 10 38 sw 38. gs .62 48
0 .5 1038 sw 1038.46 sw
1041.57 dr
1042.58 prch
FENCE CORNER 5.6' SOUTH OF P/L
MAGNETIC
1039.64 gs 1040.64 gs
1039.39 dr
1038.95 dr
1039 dr .03
1039.20 dr.sw 1039 dr .15
1041.41 14pop
1041.57 18pop
1039.48 dr1039.49 dr
1039.20 sw.dr
H RC
PO
10 w.e 34.37 lev
15
1032.69 1034.98porch.elev gs
1 w.e034.3 lev 7
102 cc 9.21 1 cc 029.
1029.33 gs 1029.7 2 103fl clw 0.89 1 hc 035 .8 2
1029.10 gs
1041.08 dr
1039.36 sw 1039.16 10sw sw 39.11
54
1041.40 gs
1041.73 12pop
1041.75 gs
1040.19 dr 1038.79 gs 1040.14 hffe
1031.52 pat.elev
1038.95 pat.elev
1029.52 bffe
3 9.0 1 0 2p 3 ac
1029.20 acp2
10 w.e 32.86 lev
1039.37 dr
H RC PO
ST U DW E L W/BCCO & LING ASE F R # 1 3 M E AM E 0 NT
1032.86 1 stps w 037.5 2
10 prc 34.0 h 5
1 w 03 10x 7.53 wx 37.53
1 prc038.8 h 0
TO N
1039.23 sw 1039.17 sw
3 1038.4 pm
1035.95 7mag
1035.91 gs .2 3 36 10 104p0 clwx .24
1037.58 w.elev
1040.21 1 stps c lw 0 4 0 .2 1
O
AT I
EP
10 pat.36.15 elev
T0 5 .7 S
FLA
3 1 0 tp s s
PO
1034.63 gs
1034.33 w.elev
1032.48 gs 1030.2 clw 2
.6 0 35 10 ool p
OL
H /T
1039.53 sw 1039.40 sw
1037.23 gs
1035.17 gs 1 po 035 o l .6 1
1031.59 1035.61 w p 10 p 35.56
1036.34 w1036.35 w
1032.19 gs
.7 0 39 h 1 0 w .p rc s
1035.67 p
.28 1030x clw 1 stp029.0 s 8
7 8 .4 103 sw .44 8 103 sw 103 sw.p9.70 rch
4 5.5 v 103 t.ele pa 1036.39 1036.39 wx.p w.elev 1 wx 036.4 0
39
10 clw 37.54 x .s tp s
1033.66 pat.elev
1 sw 039.
.56 37 v 10 .ele w
1035.53 pool
.77
1 sw 040. 02 1 sw 040 .0 6
1 s tp 0 4 0 .2 s 7
1033 clw
103 sw 9.19 1 0 103 d 39 sw 9.21 r.sw .34
1026.52 gs
2
8
1034.96
9 .5
.4 1038 oh
1 gs htu035.0 b 9 1 w 03 1 0 .e l e 7 .1 2 p 35. v 63
103r d
1039.51 1039.28 sw sw
nd
10 1 3 1 030.36 gs 2.00 30lev clww0.e .3 5
10"PINE (STUMP)
2
104 boc 2.63
1029.10 hc
1040.97 dr
1041.33 gs
1029.25 cc
1040.04 dr.sw
8 0 .6 104 sw 1 d r. 10 dr.s040.6 9 4 sw 0. w 56
.8 5
1030.34 w.elev
1029.28 cc
1 sw 038.
1040.15 dr
38 10 w s
1039.26 hc
1 sw 039. 8
12"PINE (STUMP)
1044
9
8.42 103 sw 1038.45 sw
NG
SL
1039.34 hc
25' BSL
18"OAK
TI
25' B
1035.51 1034.92 p p 1036.47 1034.30 w hc
1 1029.0 ac 029.acp3 5 p3 12
.20
1039.27 hc
1034.47 hc
WALL
1039.06 dr 1039.12 dr
1039.27 hc
1038.44 sw 2 .3 1038 sw .30 1038 1038.3 sw 0 sw 8.38 103 sw .44 8 103 sw 1038.11 1 sw 038. gs 46
4
1032.8 w.elev 6
1028 gs
1034.90 p
u 3 1.4 ngro 103 ac.o 2x2029.18 1 2 acp9.17 102p2 ac 9.20 102 acp 1029.16 1029 acp acp .27
1 gs 028.4
1028.03 clw
.06 29 10 tps s
1032.8 w.elev 2
1032.82 clw
1040 pat.e .04 lev
1042
12"PINE
1039.50 dr
1034.06 prch
1030.2 hc
1038.97 dr
1042
14"POPLAR
1039.78 hc
8 9.0 102 gm 1035.02 w.elev
8 33.6v.87 1010 le 32 w.e lev w.e
1038.87 hc
1039.22 dr.sw .19 1039 sw 1038.97 gs 10 prc 39.20 h
1039.40 dr
6 1040.5 sw0.33 1040.27 104 sw 3 sw 0.0 104 0 s w 3 9 .8 10 sw 9.64 103 sw
1035.50 p 1036.57 w 1036.35 w
.63 32 10 tps s .51 37 10 lwx c
1032.47 pat.elev
1032.75 stps
10103 6.39 31.5lev w w.e 0 1033.97 stps
1034.37 stps 1033.14 clw
1033.93 stps
1034.02 stps
1 1036.37 w.e03w.elev 7 lev .51
1035.56 stps
1033.70 stps
1032.61 clw
1 1 d 039 1d 039r .55 dr 0r39.4 .51 4
.4 5
8 1035.57 10 pool 1 poo 35. po 035.5l 62 ol 9
1035.60 p 1035.57 p
7 0 .2 7 0 .2 104 clw 104x w 1040.94 wx
4 8.2 103x w 1040 .21 wx
CONCRETE DRIVEWAY
5
1038.82 prch
18"POPLAR
39 10 r d
2
.5 1035l poo
1035.63 pool
.66 1041w dr.s 8 1039.2 104 .dr 1.7 dr.ssw w 5 10 dr 41.87
3 101039.8 39.1 swsw.prch 9
5.6
0
1035.62 1p po 035 o l .6 0
7.5
1039.75 dr 1039.64 dr .59 1039 dr
103 hc 9.31
103 p
.6 1035l poo
1035.60 pool 1035.61 pool 1035.59 pool 035.60
1035.62 pool 1037.94 p
1039.98 dr
.4 4 39 1 0 ffe g
.1 6 37 1 0 tu b h
1035.60 pool
1037.12 1htub 0 poo 35.54 l
103 hc
14"SWEETGUM
12"POPLAR
1040.19 dr
.67 1041 sw1.75 104 7 s w 1 .8 104 .14 10 sw39 gs 10 sw 39.55
1035.60 pool 1035.61 1035.61 pool pool
1042.83 14sweet
7"SWEETGUM
1041.81 gs
1040.01 dr
LOT 5
IS
.45
1035.56 p 1036.11 p
1035.61 pool 1035.62 pool 1035.61 pool 1035.60 pool 1035.63 pool
1 hc 039. .s w 0 2
8 103 hc
1040.39 hc.fl
7"MAGNOLIA
1046.12 gs
1045.82 gs
10"SWEETGUM
EX
1037.37 1038.46 hc oh
S23째15'20" E 193.14 (P=M) '
1043.90 gs
1043.29 10sweet
1043.78 18pop
1046
18"POPLAR
1039.98 dr
1040.75 gs
1037.92 gs
1040.67 clwx
12"PINE
1033.30 gs
)
1045.65 12p
1042.76 7sweet
1042.61 7hick
1038.51 gs
20oak
8"SWEETGUM
1040.56 R IV L IM IT clw ER S CO O F RRI DO R
46'03" E .32
8"SWEETGUM
1043.84 fc
7"HICKORY
20"OAK
1044.24 8sweet
104 wx 0.53
1 wm042.5 5 1042.34 fh
1040.49 wx
1035.67 10oak
1036.77 gs
7"HICKORY
LOT 19
1037.15 p.htub
NEW GARAGE WITH COVERED BREEZE WAY
14"SWEETGUM
1043.03 8hcik
1043.77 fc
1045.96 14sweet
1041.80 gs
7"SWEETGUM
7"SWEETGUM
10"OAK
12"PINE
13"POPLAR
1046.88 gs
1040.35 7sweet 1040.59 7sweet
7"SWEETGUM
Jennifer Burger CAD Technician 678-525 -2829
1044.87 12pop
1041.36 7sweet
1039.52 gs
12"SWEETGUM
1045.39 13pop
1040
1044.10 12sweet
10"SWEETGUM
7"SWEETGUM
1046
1043.29 gs
10
THE HOME OWNER AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING AND ACCEPTING ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ALL STRUCTURAL DRAWINGS MUST BE EITHER DRAWN OR APPROVED/ STAMPED BY A LICENSED ENGINEER.
CONTRACTOR MUST COMPLY WITH EROSION CONTROL REQUIREMENTS APPROVED BY THE CITY OF SANDY SPRINGS' CITY COUNCIL, IN PARTICULAR, MAINTENANCE AND RECORD KEEPING REQUIREMENTS.
SHEET SIZE ARCH D (24" x 36") DATE ISSUED: 11/23/2015 @ 1:14:12 PM
SHOWING EXISTING HOUSE FOOT PRINT SITEAND SURVEY PLAN BREEZE WAY WITH NEW GARAGE COVERED 1 SCALE: SCALE 1" = 3'
SHEET: 2 OF 5
2468
RAISE MUD ROOM FLOOR 7" TO BE SAME LEVEL AS EXISTING HOUSE.
12'-10"
4'-6 1/2"
9'-3 3/8"
FREE STANDING VANITY
27'-0 5/8"
5'-10"
4 5/8"
2868 FOUNTAIN
2" STEP DOWN
9080
2039DH
40
64
DH
INSTALL NEW GARAGE DOORS IN EXISTING GARAGE DOOR LOCATIONS.
1'-2 1/2" 10'-6"
41' 4064DH
BRICK COURTYARD GATE
Jennifer Burger CAD Technician 678-525 -2829
5'-3"
27'-5" 2'-7 1/2"
STEP DOWN TO GARAGE LEVEL
CLNG HGHT: 120"
26'-2 3/4"
17'-6 1/8"
CL
20'
16080
EXISTING DRIVE WAY
9080
10'-0 1/8"
째
"
3'-
67
/8 "
2'-7"
12 5
22 ' 6 4
14 4째
24'-5 1/4"
13 ' 3
8"
GARAGE ROOF: MATCH EXISTING SHINGLES, FASCIA, TRIM, AND GUTTERS.
RIVER CORRIDOR OF LIMITS
GARAGE AND COVERED BREEZE WAY ADDITION
3'
2880
2'-7 1/4"
22'-11 7/8"
21'-2 1/4"
9080
CONSTRUCTION DRAWINGS RELEASED FOR PERMIT
WARDROBE CABINETS WITH COAT HOOKS & SHOE STORAGE
3062DH
3'
4'-2 5/8"
25'-4" THE HOME OWNER AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING AND ACCEPTING ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ALL STRUCTURAL DRAWINGS MUST BE EITHER DRAWN OR APPROVED/ STAMPED BY A LICENSED ENGINEER.
SHEET SIZE ARCH D (24" x 36") DATE ISSUED: 11/23/2015 @ 1:14:13 PM
PROPOSED GARAGE FLOOR PLAN 1 SCALE: 3/8" = 1' - 0"
SHEET: SHEET: 32 OF of 25
2068 CLOSET
4'-2 5/8"
RAISE MUD ROOM FLOOR 7" TO BE SAME LEVEL AS EXISTING HOUSE.
2468
3'
8 : 12
WARDROBE CABINETS WITH COAT HOOKS & SHOE STORAGE
3062DH
7" STEP DOWN
MUD ROOM CLNG HGHT: 108" FLOOR: TILE
3070
SUV-Overall height 72.8 in Overall length 202.6 in Overall width 84.3 in
12'-10"
4'-6 1/2"
9'-3 3/8"
FREE STANDING VANITY
27'-0 5/8"
5'-10"
4 5/8"
2868 FOUNTAIN
2" STEP DOWN
9080
2039DH
40
64
DH
INSTALL NEW GARAGE DOORS IN EXISTING GARAGE DOOR LOCATIONS.
1'-2 1/2" 10'-6"
41' 4064DH
BRICK COURTYARD GATE
Jennifer Burger CAD Technician 678-525 -2829
3 : 12 3 : 12 5'-3"
27'-5" 2'-7 1/2"
CLNG HGHT: 120"
26'-2 3/4"
9080
6 : 12
EXISTING DRIVE WAY
17'-6 1/8"
STEP DOWN TO GARAGE LEVEL
10'-0 1/8" CL
GARAGE ROOF: MATCH EXISTING SHINGLES, FASCIA, TRIM, AND GUTTERS.
GARAGE AND COVERED BREEZE WAY ADDITION
째
"
6:
12
3'-
67
/8 "
2'-7"
12 5
22 ' 6 4
14 4째
24'-5 1/4"
13 ' 3
8"
6 : 12
20'
16080
6 : 12
6 : 12
3'
2880
2'-7 1/4"
22'-11 7/8"
21'-2 1/4"
9080
CONSTRUCTION DRAWINGS RELEASED FOR PERMIT
RAISE MUD ROOM FLOOR TO BE SAME LEVEL AS EXISTING HOUSE.
25'-4"
THE HOME OWNER AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING AND ACCEPTING ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ALL STRUCTURAL DRAWINGS MUST BE EITHER DRAWN OR APPROVED/ STAMPED BY A LICENSED ENGINEER.
SHEET SIZE ARCH D (24" x 36") DATE ISSUED: 11/23/2015 @ 1:14:13 PM
PROPOSED FLOOR/ROOF PLAN 1 SCALE: 3/8" = 1' - 0"
SHEET: 4 OF 5
CONSTRUCTION DRAWINGS RELEASED FOR PERMIT Jennifer Burger CAD Technician 678-525 -2829
CONFIRM ALL DOOR AND WINDOW DIMENSIONS (WIDTH/HEIGHT) AND STYLE WITH CLIENT.
BUILD NEW GARAGE 6:12 PITCH MATCH EXISTING: ROOF SHINGLES, FASCIA, OVERHANG, & GUTTERS.
3:12 PITCH
GARAGE AND COVERED BREEZE WAY ADDITION
10' 8'
8'
10' CEILING
16080
THE HOME OWNER AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING AND ACCEPTING ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ALL STRUCTURAL DRAWINGS MUST BE EITHER DRAWN OR APPROVED/ STAMPED BY A LICENSED ENGINEER.
SHEET SIZE ARCH D (24" x 36") DATE ISSUED: 11/23/2015 @ 1:14:13 PM
GARAGE FRONT ELEVATION 1 SCALE: 1/2" = 1' - 0"
SHEET: SHEET: 51 OF of 25