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Ar
I I I e ( i O �i : O g oo j I - I •.' I '- Its I vo O , "fu`i O° I d 8 •y 1 `i . �n , °O e� er O • ,-{ 8 =
L_ 7 j dz_J 7 I _J M °� O dz_J L_ r O g M L_ I 7 i L_ I O �>&� 7 I _J
_ 206 - rc : 8 2°8 _ . _- • 4 : ., 8 io - °as 2°�8 : .-, ., 3 - �e cc • 8 = 3'-8 1 8 6 is - 088
,
:
i II _ N _
I . i 6 e' cig--'------- ; It N 5 _ 8' _ i tV N cv-------'-- I 5 --2---1-- 206 5 1 I
2 288
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_ -- 8 I e
2 II � '
, n - - � r I) 4 - � 4
Bedroom 8 - s 11 Bedroom B 2 DESKTOP 11 I ( .I - -- - 2 DESKTOP 1- - - - - -
1 e room N D P 2 N e room D P 2 T a room N E HEIDW cv room
ca ruic2.� , m r� - .=X12'-10 x10'-6" w �... -;- cA ,_xaxl2. 5n IasF, n w 1 13'-32n 1'-Ozt812'-1 " �o ' o o --�- i 13'-3' _ 'F a'o `I' '-0912' 5"
, o E 12 -10 x 10 - 6 p, p, o c RALCig. I a o I - C lg.
Icv I I I I I CATHEDRAL Cig._ _ - - , I I ( _ , CATHEDRAL Clg. _ _ _ F = q I I I A ' m ' A I ( �N
-____---- -= --_ CARP _ �i=___-- - _-= ARP `C4 =- 'xv--===_---==-�es�- I I - -- - ARPET = ----------__ -- - i
;_, I I - _ c ARPET N - ' - - - -
I I ; ;Q I I , �, bedroom -2 I I I B-earoom i I
Na, CIG. z- 5'-5" I ( w o) N8' CIG. i� 6' CIG. i�y8 SF w (( 5_5n 9' CIG. co i;?ya 3F w
12'-10 x10'-6" I I o " 12'-10 x10'-6„ a c m
i I i 8 CLG. 8' CLG. 1 I I I I 'I a CLG. _5 CATHEDRAL Mg. 8' CLG. i ( I
CATHEDRAL Mg. N r �
II , LD CARPET B 2 CARPET j II B 2 ' 2 B II ;n CARPET 2 B CARPET II
1'-4" HIGH W SEAT - - I I - 1'-4" HIGH W SEAT __. 1'-4' GH WDYDOW SEAT - - I I i - --- - -- -
- - --
% -
A ' Ox Wu1DOW .-, 2 A I I .-, x WINDOW -�` - BOX, WWDO - - A - - - - GIiBOOX wMD0EAT - - A
II II
4' 0'x -BRrch - 4' 0"z-Bllrch 4 0"s -6"Arc - - -
� 1 4 � i
-2� HDR _,� -2� HDR -2� HDR
3'-0 s-0 SHDL /Shutters 3'-0 a�-0 SHOE /Shutters /Shutters 3'-0 z�-0 SHOE / Shutters 9TX
z��t'=`0 S DL
07'-8 HDR 8rl -8 HDR �T'-8 HDRHDR
6' 2._91„ 3' Is' 4, 31_11, 2,_91„ 6' 2,-9jn 3'-1„ 4r 3'-1" 3'-i" 4' 3'-1" 2'-9 g• 2r_91n 3'-1" 4' 3'-1„ 21_9 n 6• 2,_91r,
5'-5" 3'-5" 10'-2" 3'-5" 5-5" 2 11'-7" .7 3'-5" 10'-2" 3'-5 3'-5" 10'-2" 3'-5" 11'-7" 2 5'-5" 3'-5" 10'-2" 3'-5" 5'-5" 11'-7" 2
1T 17' 17' 17' 17' 17' 17' 11r,
136'-11"
136'-11"
4'-1"
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r " , n r n . " r n e_ 4'
n , " , n _ e. , b _, `•;.. r• n r n
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4' 3 -64 2 -8"T'-44" 4 3'-64" 3 -6 n 4. ,_44n 2._8n r 2,_6„ r_44„ 4' 3'-6 n 3•_6 j" 4' -4 2 -8 ,r nsl-2 -8' -44 4' V-64 3 -64 4 -4 2 -8 " 3 -8 4 -44" 2'-B" n
» r n , n r , , u , n r r r v n , " , r n , "- r r r
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I i w o 12'- i 10 ! rn 12'- 1 a3'-1 " o SOT ; 12'- 1x3'-1 " off- STORAGE 9TORA o
I , I I N I 1 11x3 10 I I N 2f it x 410 � I� 1 1�- x3-10 -11 x +10 I I 1 -11x3 10 ,
d 4'-1` Vol& SHDW-0" 4' 0" ! e1 � � 4'-0"�5'- L o0 4' 0"s '-D;HDL dc� 4'-1'- ! i� "111' V-0" 5'- L 4'- " 5'-0"SHDL
,x x e� >r _ 4'-1'° ,rte¢ 4'- " 5'-o IMI, - - e �¢
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4 -1 - 4'-1" - - ROMs a -e - 4' 1" - -
B HDR 4, 1u ®8 BHDR
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• _ B HDR ..
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FL N 7'-4.8X 9 3" I p3 SF 8q S� pQ 9F y pq Qp 9F pry F
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9' cls. - 9' CIE. _ 9' cls• s' clg.: _ -4 x8 -6 - - - 9' Uig, - • 8 -6" - e' Clg.
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I I ► ,.�N , , I iae 3F , x�tN I I I I i tae 3F Kitchen ,� I I Kitchen ,I I
l,1 i i 9 -2 x12 -7 e� i I; i*� 9 -2 x12 -7 1 1 e SF 1' 1 1� Q 1 ax
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I � .C_, CQ I , 9•clg. 9'-2ax12'-T �t 9'-2axi2'-T �t
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1 SF i 9'-2x 12'-7" TILE Q R7 n -Iqj n
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TILE I ` I : 9' C ° ° 9' E
CQ TILE � I I ® 'Ch
- - -a -- = 1 - Cn - - - 8' �,� - - D° I i i o - - - 8' _ THE THE
+ + - ra �,- + - _ Clg. m - - -4-
I=
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I N Pe o ' _,�� - i , ffi �p- �IIE.'ic + +-,�� - -h
N !QE I I : i I ` _ t0 N.9 - o Cla. I V N tp °
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mg. o o m I 1 - m O O 8' C i i O O I , O O t� e' CtA. ~ O I r O O lgy
t` I _ t` r• tag. c' ,-�N�s - c ' cia.l IB Mg. I
t` I I s' M. 8 C
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co
42 S VING BAR ----- -
M =D = 42 SER G BAR - . '" _fin " -42'r SER G HAFr� 42" SE12 G BAR R---- .--- - - - - ------------- - - ------ ----- -
=S1 - 37= 42 SER E VIId _ 42w SER - SER
„ . n -- � - _ r gr ; '�i, -- - - G - , 3t 87- _ -- -- � -
2 ,2
Aft 42 3 G BAR G BAR 42 G HAR
9' 1 4'-2" 4'-5 9 1 9r In n91 -411n „
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2'-9 s1aH 6' e ® 2'-9 - FIRST L00"
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N CO C�1 CO
14 =_� I 14 I 11 �-__- - - _ at -- t�l &o ao 14 �t m 14 C C
,n , _ 13 rn 13 c°i ----
M 5' IATTIC I 2 i i '" I 1 I I® i. 5 i i " ( I I I 5 , ®, '" 2 = ( I i I 1 1 '~ 5'
ATTI '� ATTI t ATTIC I ® I
I j is ATTIC , . I IATTIC I
ISP - - -- A C I AIR91 �__-- - - - = A C 11,
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I 'i 9 w, I 9 I' I w = I I : i _ : I I
m m, tt »- 10
m e� ar= u ar r
Ar
I I I e ( i O �i : O g oo j I - I •.' I '- Its I vo O , "fu`i O° I d 8 •y 1 `i . �n , °O e� er O • ,-{ 8 =
L_ 7 j dz_J 7 I _J M °� O dz_J L_ r O g M L_ I 7 i L_ I O �>&� 7 I _J
_ 206 - rc : 8 2°8 _ . _- • 4 : ., 8 io - °as 2°�8 : .-, ., 3 - �e cc • 8 = 3'-8 1 8 6 is - 088
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2 288
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_ -- 8 I e
2 II � '
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Bedroom 8 - s 11 Bedroom B 2 DESKTOP 11 I ( .I - -- - 2 DESKTOP 1- - - - - -
1 e room N D P 2 N e room D P 2 T a room N E HEIDW cv room
ca ruic2.� , m r� - .=X12'-10 x10'-6" w �... -;- cA ,_xaxl2. 5n IasF, n w 1 13'-32n 1'-Ozt812'-1 " �o ' o o --�- i 13'-3' _ 'F a'o `I' '-0912' 5"
, o E 12 -10 x 10 - 6 p, p, o c RALCig. I a o I - C lg.
Icv I I I I I CATHEDRAL Cig._ _ - - , I I ( _ , CATHEDRAL Clg. _ _ _ F = q I I I A ' m ' A I ( �N
-____---- -= --_ CARP _ �i=___-- - _-= ARP `C4 =- 'xv--===_---==-�es�- I I - -- - ARPET = ----------__ -- - i
;_, I I - _ c ARPET N - ' - - - -
I I ; ;Q I I , �, bedroom -2 I I I B-earoom i I
Na, CIG. z- 5'-5" I ( w o) N8' CIG. i� 6' CIG. i�y8 SF w (( 5_5n 9' CIG. co i;?ya 3F w
12'-10 x10'-6" I I o " 12'-10 x10'-6„ a c m
i I i 8 CLG. 8' CLG. 1 I I I I 'I a CLG. _5 CATHEDRAL Mg. 8' CLG. i ( I
CATHEDRAL Mg. N r �
II , LD CARPET B 2 CARPET j II B 2 ' 2 B II ;n CARPET 2 B CARPET II
1'-4" HIGH W SEAT - - I I - 1'-4" HIGH W SEAT __. 1'-4' GH WDYDOW SEAT - - I I i - --- - -- -
- - --
% -
A ' Ox Wu1DOW .-, 2 A I I .-, x WINDOW -�` - BOX, WWDO - - A - - - - GIiBOOX wMD0EAT - - A
II II
4' 0'x -BRrch - 4' 0"z-Bllrch 4 0"s -6"Arc - - -
� 1 4 � i
-2� HDR _,� -2� HDR -2� HDR
3'-0 s-0 SHDL /Shutters 3'-0 a�-0 SHOE /Shutters /Shutters 3'-0 z�-0 SHOE / Shutters 9TX
z��t'=`0 S DL
07'-8 HDR 8rl -8 HDR �T'-8 HDRHDR
6' 2._91„ 3' Is' 4, 31_11, 2,_91„ 6' 2,-9jn 3'-1„ 4r 3'-1" 3'-i" 4' 3'-1" 2'-9 g• 2r_91n 3'-1" 4' 3'-1„ 21_9 n 6• 2,_91r,
5'-5" 3'-5" 10'-2" 3'-5" 5-5" 2 11'-7" .7 3'-5" 10'-2" 3'-5 3'-5" 10'-2" 3'-5" 11'-7" 2 5'-5" 3'-5" 10'-2" 3'-5" 5'-5" 11'-7" 2
1T 17' 17' 17' 17' 17' 17' 11r,
136'-11"
136'-11"
4'-1"
17 17' 17' 17' 17' 17' 17' 17'
r " , n r n . " r n e_ 4'
n , " , n _ e. , b _, `•;.. r• n r n
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4' 3 -64 2 -8"T'-44" 4 3'-64" 3 -6 n 4. ,_44n 2._8n r 2,_6„ r_44„ 4' 3'-6 n 3•_6 j" 4' -4 2 -8 ,r nsl-2 -8' -44 4' V-64 3 -64 4 -4 2 -8 " 3 -8 4 -44" 2'-B" n
» r n , n r , , u , n r r r v n , " , r n , "- r r r
Orch- "Ev' - - - - �N - ---- _ - - STORA S 0 Go --- ---- ---- ---- ---- o " STORAG - - --' OPCTI ---- --- ---- ---- OT W " STORAG _ - ��
I i w o 12'- i 10 ! rn 12'- 1 a3'-1 " o SOT ; 12'- 1x3'-1 " off- STORAGE 9TORA o
I , I I N I 1 11x3 10 I I N 2f it x 410 � I� 1 1�- x3-10 -11 x +10 I I 1 -11x3 10 ,
d 4'-1` Vol& SHDW-0" 4' 0" ! e1 � � 4'-0"�5'- L o0 4' 0"s '-D;HDL dc� 4'-1'- ! i� "111' V-0" 5'- L 4'- " 5'-0"SHDL
,x x e� >r _ 4'-1'° ,rte¢ 4'- " 5'-o IMI, - - e �¢
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4 -1 - 4'-1" - - ROMs a -e - 4' 1" - -
B HDR 4, 1u ®8 BHDR
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• _ B HDR ..
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�, p �p Nook Nook m
FL N 7'-4.8X 9 3" I p3 SF 8q S� pQ 9F y pq Qp 9F pry F
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7 -4 x8 - 7 -4x9 -3 a 7 -4 x8 - 9,� a 7 -4x9 3 4 a r _ 7 -4x9 -3 w
9' cls. - 9' CIE. _ 9' cls• s' clg.: _ -4 x8 -6 - - - 9' Uig, - • 8 -6" - e' Clg.
TILEr, = Kitchen '� o o Tas = .-/cit Kitchen � � ME ,-� ".,
-` Tn 0 � i2• i i I : ME o 0 9 Cig• I i o I
.-AN .-pN -4tv I ''�" TILE . , .-, : TQSS
co1M 1 cry ! 1 1 N i I M I 1 f r , u •-tN I I I 1 I +-'C�t TILE
- 1 1 e e I I I e M °'� I I M 1 I I M
I I ► ,.�N , , I iae 3F , x�tN I I I I i tae 3F Kitchen ,� I I Kitchen ,I I
l,1 i i 9 -2 x12 -7 e� i I; i*� 9 -2 x12 -7 1 1 e SF 1' 1 1� Q 1 ax
SF `'' o
I � .C_, CQ I , 9•clg. 9'-2ax12'-T �t 9'-2axi2'-T �t
Kitchen 3'- n 13'-7" - 3' n 3, 5"... __ Kit then o I 13T--7" 3'- ° 3 -5" 4'-5n 8• Clg'9r_i ,a i i Q Kitchen 3'- " 3 -5n 4•_5n 9• C� 9•_i a I 3, 5n Kitchen o ;
1 SF i 9'-2x 12'-7" TILE Q R7 n -Iqj n
i
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9 - 2K'
1'2 -
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TILE I ` I : 9' C ° ° 9' E
CQ TILE � I I ® 'Ch
- - -a -- = 1 - Cn - - - 8' �,� - - D° I i i o - - - 8' _ THE THE
+ + - ra �,- + - _ Clg. m - - -4-
I=
DO I it
I N Pe o ' _,�� - i , ffi �p- �IIE.'ic + +-,�� - -h
N !QE I I : i I ` _ t0 N.9 - o Cla. I V N tp °
O O = D : ,may N 8IIE I ' I °.P °-A I I I I .°.A = i
mg. o o m I 1 - m O O 8' C i i O O I , O O t� e' CtA. ~ O I r O O lgy
t` I _ t` r• tag. c' ,-�N�s - c ' cia.l IB Mg. I
t` I I s' M. 8 C
r Olg m _ I B Ct6. I 8' CI[t W Pr 6, G, - i I 16' CIQ. I 8' CLQ. qW _ I , , d _ ( I v , , 1
_--',.--- ------------ r „ .-Oi __-•-_--- -"_______ - " . O O m -_-- - - __--_ V (7 __-__ ,: - 1 - - 1 :. ----- M C)g. • .�.. _ .. a . 6 Ol ..
co
42 S VING BAR ----- -
M =D = 42 SER G BAR - . '" _fin " -42'r SER G HAFr� 42" SE12 G BAR R---- .--- - - - - ------------- - - ------ ----- -
=S1 - 37= 42 SER E VIId _ 42w SER - SER
„ . n -- � - _ r gr ; '�i, -- - - G - , 3t 87- _ -- -- � -
2 ,2
Aft 42 3 G BAR G BAR 42 G HAR
9' 1 4'-2" 4'-5 9 1 9r In n91 -411n „
' 4 _2 _ 4 -5 - 9 - 4'_52" 4'-5 -- 9 -1
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REVISION HISTORY
DATE DESCRIPTION IN
11/04/07 FINAL CD's FOR PERMIT DC
AREAS
TOTAL SLAB: 5,135 S
FIRST FLOOR LIVING: 4,486 S
SECOND FLOOR: 5,044 S
TOTAL LIVING: 9,530 S
GARAGE: N/A S
TOTAL PORCHES: 649 S
TOTAL PATIO: N/A S
TOTAL BALCONY: N/A S
LOTI I BLK ISEC
DRAWN: DAVID PARK
CHECKED:
ORIGINAL DATE: 1 11/04/07
PLAN NAME
RIVER RIDGE
BUILDING C(1300)
PAGE TITLE
FLOOR PLANS
SHEET OF
PROJECT #:
A2
L
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REVISION HISTORY
� ■.�III�IIII■I
DATE DESCRIPTION IN
I U04/07 FINAL CD's FOR PERMIT
DC
AREAS
TOTAL SLAB: 5,135
S
FIRST FLOOR LIVING: 4,486
S
SECOND FLOOR: 5,044
S
TOTAL LIVING: 9,530
S
GARAGE: N/A
S
TOTAL PORCHES: 649
S
TOTAL PATIO: N/A
S
TOTAL BALCONY: N/A
S
LOT BLK SEC
DRAWN: DAVID PARK
CHECKED:
ORIGINAL DATE: 11/04/07
PLAN NAME
RIVER RIDGE
BUILDING Q1300)
PA GETITLE
ELECTRICAL
PLANS
SHEET OF
PROJECT #:
El
J
,
1
----12'-6"---- 4'-112„---- 5'_5„
I
5'-5"---- 11'-7" --- 11'-7" ----- 5'-5,.
136'-11"
---- 11'-7" ----4-- 5'-5„
136'-11"
FOUNDATION NOTES:
L SUBGRADE:
1. ALL VEGETATION SHALL,BE REMOVED AND THE TOP
SIX (6) INCHES OF TOPSOIL STRIPPED FROM THE
AREAS COVERED BY THE FOUNDATION.
2. FILL UNDER AND AROUND THE FOUNDATION SHALL
BE A SANDY CLAY HAVING A M NIMUM , PLASTICITY
INDEX (PI) OF 15 AND SHALL BE PLACED IN SIX INCH
LIFTS. WITEACH LIFT WETTED OR DRIED TO A.
MOISTURE CONTENT M ABOVE THE OPTIMUM
MOISTURE CONTENT AND COMPACTED TO A UNIFORM
1 1 2"5 1�2„ 4 1/2" 6 - #6 BARS 4 1/2 " DENSITY OF 95 OF THE MAXIMUM DENSITY AS
SLOPE TO (MMININ) BRICK POCKET MIN TOP AND BOTTOM (MIN) 6"(MIN) SLOPE T DETERMINED BY ASTM D-1557.
DRAIN 4 1/2„ DRQ �3. FOUNDATION WATERPROOFING MEMBRANE SHALL BE
,; • • - :. �'.r '' �•'- �-jr. T^� OVERLAPPED BY A MINIMUM OF T�1I0 (2) FEET,
��: T-=- -_-_-_ '. �•:•, -_-_- 6" MIN. OF --_=-_ ') — SEALED ALONG TOP JOINTS AND BE A MINIMUM
" ___=__ ___-____ -_-_ THICKNESS OF 6 MILLIMETERS.
\ I ° ' _ - CLEAN Fa,I, 1=1-� I I 1=1 I.
III JhI 6 Mitt. OF _ — I:: 1 II. CONCRETE:
CLEAN FILL - III—I I f i I I I—I I; I I_I I . I
I1L�wATERPR00F-
1=I I I. ALL CONCRETE SHALL BE FIVE (5) SACK MIX WITH
�I 13 STRIRRUPS j I e . III. MEMBRANE. I I� • ;: ; 111= A MUM COMPRESSIVE STRENGTH OF 3,000 PSI
f
�.�-*-.� 24 O.C. 3" C I I ` I_ 3„ C ; Iia: �I I I AT 28 DAYS.
#3 STRIRRUPS 2. ALL CONCRETE SHALL CONTAIN A WATER REDUCING
ALL HORIZ. STEEL „ 24" O.C. WATERPR00 AGENT EQUAL TO MASTER BUILDER'S POSSDITH 314N,
CLR. 1 " I 6 OR SLARGER. 3 C 1 MEMBRANE " THREE OUNCES PER SACK OF CEMENT.
3. ALL CONCRETE SHALL CONTAIN AIR ENTRAINING AGENT
TYPICAL EXTERIOR �CALEINTERIQ�R EXTERIOR GRADE BEAM EQUAL TO MBVR, AND COMPATIBLE WITH THE WATER
A GRADE BEAM GRADBEAM O® PORCH & SIDING. WALLS REDUCING AGENT, IN THE QUANTITY REQUIRED TO
PRODUCE A 4 TO Z AIR ENTRAINMENT.
4. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN
PLACED.
FOUNDATION DETAILS 6- #6 BARS (TOP & BOTTOM) III. REINFORCING STEED
3 1/2" DROP(MAX) SCALE: 1/2" = i'-0" DLROPE TO 1 1/2 " DROP 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED
AS REQUIRED 5 1/2 3 BARS 1 1/2" DROP 4 1/2 STEEL BARS HAVING A MINIMUM YIELD STRENGTH OF
6
BRICK POCKET 12". O.C.E.W. AS REQUIRED (MIN) 4"(11IN) NOT LESS THAN 40 KSI CONFORMING TO ASTM A-615,
4 1/2 (MIN) \ _
GRADE 40.
�;.. ,,;-. ----- �'�;�"•' _--- ° _ _ _ _ _ 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST
_-- - ---- ° ( -- -" --- ------ - OR OTHER BOND REDUCING AGENTS.
_ - - - - - - - - ALL LAPS H00 RS IN
— — II=11.1= -
_ KS BANDS SPLICES AND OTHERS
I I _ _
— —
I•
I• ' l' — - � _ _ •• (• THE REINFORCING STEEL SHALL CONFORM TO CRSI
1=1 11= la. 13 BARS o STANDARDS AND THE ACI COD, LATEST EDTION.
-I I— 12" O.C.E. W. m 4. BOTTOM BARS, IN THE GRADE BEAM, MAY BE SPICED
—I 11= 1 :..I I—i I r I i I i 1= I .;
I I I- �[ 1=1 i -I I I (1' IN THE MIDDLE ONE THIRD OF THE SPAN BETWEEN
_
(; I .I I (t '! I (�•''� i'• 11= ®18" #0 C. OWE FOOTINGS OR AT INTERSECTING BEAMS. SPLICE SHALL
F 3 CLF _ HAVE A MINIMUM TWO (2) FOOT OVERLAP.
3" CLR. #3 STIRRUPS 5. TOP BARS, IN THE GRADE BEAM, MAY BE SPLICED
141# @ 24 O.C. AT THE CENTERLINE OF THE FOOTING OR AT INTERSECTING
BEAMS. SPICE SHALL HAVE A MINIMUM TWO (2) FOOT
EXTERIOR GRADE BEAM NTERIOR GRADE BEAM O EXTERIOR GRADE BEAM O��•
D ® GARAGE E W/ DROP SLAB ® GARAGE W/ DRIVEWAY 6. �sHA� MINIMUM ONE TION (1)) Foo OT OT TT VBELAP STAGGERED
7. CONCRETE COVERAGE FOR THE REINFORCING SHALL COMPLY
BARS 1 1
WITH ACI CODE, LATEST EDITION. THE BEAM STEEL SHALL
VZ�
X 5-1/2" HAVE A MINIMUM CLEARANCE WITH THE SOIL OF THREE (3)
12" O. C. E. W BR1CK LEDGE INCHES AND THE FOUNDATION MATT A MINIMUM OF ONE AND
L�I SLOPE TO PORCH EDGE A HALF (1 1/2) INCHES WITH THE VAPOR BARRIER.
.. - AS REQUIRED 8. WHERE PLUMBING PENETRATES THROUGH THE SLAB,
�` ' -* • �''--:-- -- PROVIDE DIAGONAL REINFORCING AROUND THESE OPENINGS.
° DIAGONAL STEEL SHALL BE #3 BARS AT 36" LENGTHS
4• - PLACES AT THREE (3) INCHES AWAY FROM THE
PENETRATING OBJECT.
-III—III I' : ''° I I-1•j.l� ' ..
IV. GENERAL NOTES:
1. THE CONCRETE FOUNDATION (SLAB ON -GRADE) AS SHOWN
(1 -•-'''I ' I I WAS DESIGNED WITHOUT THE USE OF A GEOTECHNICAL
INVESTIGATION BUT WAS DESIGNED ON THE BASIS OF
EXPANSIVE CLAYS TYPICAL TO THIS REGION. EVEN WITH
14" THE PRECAUTIONS OF USING A SELECT FILL AND PROPER
@E2XUTERIOR GRADE BEAM AT PORCH COMPACTION OF SUBGRADE, IT IS POSSIBLE THAT THE SLAB
MAY EXPERIENCE A CERTAIN AMOUNT OF MOVEMENT AND
W/ BRICK LEDGE THE ACCOMPANYING Stern oRG BUILDING DISTRESSES DUE TO THE
2. REFER TO CONSTRUCTION DETAIL SHEET FOR FOUNDATION
DETAILS.
SCALE: 3/16"=1'-0"
i
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APPROVAL
REVISION HISTORY
DATE DESCRIPTION
INI
OR PERMIT
DC
_.
AREAS
TOTAL SLAB: 5,135
S
FIRST FLOOR LIVING: 4,486
S
SECOND FLOOR: 5,044
S
TOTAL LIVING: 9,530
S
GARAGE: N/A
S
TOTAL PORCHES: 649
S
TOTAL PATIO: N/A
S
TOTAL BALCONY: N/A
S
LOT ( I BLK SEC
DRAWN: DAVID PARK
CHECKED:
ORIGINAL DATE: 11/04/07
PLAN NAME
RIVER RIDGE
BUILDING C(1300)
PAGE TITLE
FOUNDATION
SHEET OF
PROJECT #: Ar -r.
s_'1
{ I f,
2X6 RtTERS � 24° 0
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STAIRS AND CEILING OF STAIRWELL TO
SECOND FLOOR UNIT.
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RIGHT ANGLES TO JOIST. FASTEN WITH E-
.1-1/4"
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FACE LAYER TYPE X SHEET ROCK APPLIED AT Lo
RIGHT ANGLES TO JOIST. FASTEN WITH
1-7/8" TYPE W DRYWALL SCREWS @ 12" O.C.
94
UNIT D GROUND FLOOR FLAT
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SCALE: 3/16 =1-0
SCALE: 3/16"=1' — 0"
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SCALE: 3/16"=1'-0"
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PLAN VIEW
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APPROVAL
71
REVISION HISTORY
DATE DESCRIPTION
INIT
11/04/07 FINAL CD's FOR PERMTI'
DCP
AREAS
TOTAL SLAB: 5,135
SF
FIRST FLOOR LIVING: 4,486
SF
SECOND FLOOR: 5,044
SF
TOTAL LIVING: 9,530
SF
GARAGE: N/A
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1 HOUR FIRE BARRIER REQUIRED ON: CEILING w
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STAIRS AND CEILING OF STAIRWELL TO
SECOND FLOOR UNIT.
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RIGHT ANGLES TO JOIST. FASTEN WITH E-
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94
UNIT D GROUND FLOOR FLAT
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0 CEI NG
r.
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row 1.11 1
�ImIow
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mi�
==___q-_=
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THROUGH FLOOR SPACE. FIRE CAULK ANY BEAM
OR JOIST PENETRATIONS INTO FIRE WALL.
i
Tyl:)ical Fire Wall Sections
SCALE: 3/16 =1-0
SCALE: 3/16"=1' — 0"
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SCALE: 3/16"=1'-0"
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PLAN VIEW
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I
APPROVAL
REVISION HISTORY
DATE DESCRIPTION
INIT
11/04/07 FINAL CD's FOR PERMTI'
DCP
AREAS
TOTAL SLAB: 5,135
SF
FIRST FLOOR LIVING: 4,486
SF
SECOND FLOOR: 5,044
SF
TOTAL LIVING: 9,530
SF
GARAGE: N/A
SF
TOTAL PORCHES: 649
SF
TOTAL PATIO: N/A
SF
TOTAL BALCONY: N/A
SF
LOT I IBLK I SEC
DRAWN: DAVID PARK
CHECKED:
ORIGINAL DATE: 11/04/07
PLAN NAME
RIVER RIDGE
BUILDING C(1300)
PAGE TITLE
JOIST
FRAMING
SHEET OF
S2
PROJECT #:
06-03-RIVERRIDGE
I
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III
APPROVAL
REVISION HISTORY
DATE CRIPTION
INI
11/04/07 FINAL CD's FOR PERMIT
DC
AREAS
TOTAL SLAB: 5,135
S
FIRST FLOOR LIVING: 4,486
S
SECOND FLOOR: 5,044"
S
TOTAL LIVING: 9,530
S
GARAGE: N/A
S
TOTAL PORCHES: 649
S
_
TOTAL PATIO: N/A
S
TOTAL BALCONY: N/A
S
LOT -_ BLK SEC
DRAWN: DAVID PARK
CHECKED:
ORIGINAL DATE: 11/04/07
PLAN NAME
RIVER RIDGE
BUILDING C(1300)
PAGETTPLE
JOIST
FRAMING
SHEET OF
PROJECT #:
S2
III
■
1
•
xi
WOOD BRIDGE
ZITIJ AIL
DETENTION POND
i!■
• •• !! •! !! r ! !!
2o,001
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CD 0D . • •• .. ro ■ 1 r
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OVED
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12 0 4
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PHASE
INFORMATION:
1206
VER EAD E
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PHASE
1 = 21
DU
25.0
II
PHASE
II = 9
DU
1207
I
I
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PHASE
III = 10
DU
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PHASE
IV = OFFICE/CLUB
1208
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V = 17
DU
41
18.00'
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12 0 4
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I
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VOL MEED
II
PHASE
INFORMATION:
1206
VER EAD E
IAS
PHASE
1 = 21
DU
II
PHASE
II = 9
DU
1207
I
I
I
PHASE
III = 10
DU
I
I
O
I
PHASE
IV = OFFICE/CLUB
1208
�' •
_
p
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I
PHASE
V = 17
DU
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PHASE
VI = 25
DU
-� 24.
;P I -
011
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10 P
r •
Mi
`0 00 o 0 0 '-� a`
n O oo �? Cl W (7 o 0 0 0 TWO-STORY N I
c�i� I 344 g) _ � _ w HANDICAP N o I SQ 1 FT,
2 .00' SQ, FT. 17.00' 17.00',rl 17.00' 17,00' ACCESSABLE 10 PARKING SPACES o I
IP [Elp 344 90.00'
SQ. FT, 20' BUI DING LI E SETBA K (ORD. — — — z
0
o =•
OVERHEAD ELECTRIC LINE 321 0 9.00
EXISTING 10 P.U.E TO BE REMOVED SQ, FT, . lo co RAISED 0 <
CONCRE E CUR 00
PAVEMENT — _. � I SQ. f
— .^ — ._ — — — — •— — — (I 18.5
I20' P.U.E o
( I 17.00'
30' P.A.E. 17.00'66
I I
I SQ? FT. SQ4 FT, I
(TYPJ (TYP•) �4� I
O O O O J w oo � o O O I
7.5' BUILDING ( LINE I O 0 0 C:) 00 R)
_ � W I
SETBACK (bRD.) I
- 5' P. A. E. ( 17.00' 17.00'
20P.U.E 20' BUILDING LINE -
VOLUME 538, PAGE 721 — — —SETBACK LORD—
ZONED: A- P I I V I
NOW OR FORMERLY r
JAMES D. TROTTER I
VOLUME 1601, PAGE 328 ( I
nnri rnTnin r n �r►.rn-r � I
I L
I
I
I
I
I
I
I
i
I
WOOD
PRIVACY FENCE
I ,
I 0' UTILITY E
I VOLUME 435
I
12.69
I
X 65
I
I
I
I
I
I
I
PU
VOLUME '4366
W.♦
O 30 60
SCALE .l 30'
0
PARKING TOTAL
REQUIRED P OVI[
53 (52.5) 75
23 (22.5) 59
25 (25) - --
43 (42.5) 74
63 (62.5)---
SITE:
NOTE: THERE ARE 82 PROPOSED ED TO
WNHOME-STYLE
CONDOMINIUM UNITS.
TOTAL SQUARE FOOTAGE RESIDENTIAL = 52, 275 S.F.
OFFICE/CLUB = 1,750 S.F.
TOTAL = I'54, 025 S.F.
DENSITY/AC. = 17.45 DU./AC.
II
PARKING REQUIRED (TOTAL)
NOTE: SEE PHASE INFORMATION CHART FOR
BREAKDOWN
TOTAL STANDARD PARKING REQUIREMENTS
PER ORDINANCE (FOR BEDROOMS SMALLER THAN 130
SF) = 1.25 PARKS/BR X 2BR/UNIT X 82 UNITS = 2C
PARKING ROVIDED:
THERE ARE 207 PROPOSED PARKING SPACES, WHICH
INCLUDES12 HANDICAPPED PARKING SPACES (18'x13.5
PLUS 5 VAN ACCESSIBLE HANDICAP PARKING SPACES
(18'X8') WITH RAMP (18'X8').
GENERAL NOTES:
1. BASIS OF BEARING: PLAT OF UNIVERSITY PARK, SE
REPLAT RECORDED IN VOLUME 538, PAGE 721.
2. SITE ADDRESS: 1000 SPRING LOOP, COLLEGE STATI
BRAZOS COUNTY, TEXAS.
1
3. ALL BUILDINGS RESIDENTIAL UNLESS OTHERWISE SP
4. BUILDINGS DENOTED AS "HANDICAP ACCESSIBLE" A
TWO-STORY WITH DOWNSTAIRS BEING HANDICAP ACCE
AND UPSTAIRS BEING A REGULAR UNIT.
I
5. ALL ROOF AND GROUND -MOUNTED MECHANICAL
EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLF
SO AS NOT TO BE VISIBLE FROM ANY PUBLIC
RIGHT-OFI-WAY OR RESIDENTIAL DISTRICT WITHIN 150'
THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEE
ABOVE G" ADE. SUCH SCREENING SHALL BE COORDINA
WITH THE 'BUILDING ARCHITECTURE AND SCALE TO MA
A UNIFIE APEARANCE.
6. SEE LANDSCAPE PLAN FOR SITE LANDSCAPING.