HomeMy WebLinkAbout1107 W 8 St (a) 15-2361I X F F"- /-AI IN I � L -)I N, I I I [—D � /=A ( -. 1-111 �_ ✓ I N1 I �: F— f� I N L1111 Cw) Q -1/I
eievanion
iront t-- ILII A 11TH -Tl I c I- N kl-t I I
IN
� f _
�A fF 7
1'>
5HINC�L E F:,'00r
S U(: CO ON METAL LATH B ELE\r4TION 1-II1��
aOt' FELT ON EXT FL`T"WD��\
-- �r
-1.1.. WA L.L.... ..._._................................... ....... ..........................................
.......... ......... ...... . ......_......... ......_.
................... ...........
k
V-1/ I I -/ / Q-/ lam- - \ I 1�./ 1 -1 1- / I I - -I I I '{-t v_.+' I `1 I I L=-== i--- I 11`,._ 0 1 1 V 1--, 1-- I --� t- 1 -
WOOD TPRU55ES 24" WITH 12" 5ATT IN ULA]lON
AND 1/2'I IF E3D Cr IL_ ING� - EEAcp TRUSS 5TR/-\F E -D
TO C 1.-I to WALL WI
DBLE50ND5E
CONT NSI OU5 T(
1/ 2 " GT' -"I I= 0 N 111
N5LIL AND I X
1211 x 2 411 ccx\ic Foo T i t,\i(
Wf C 2 > 41 5 54 F-,& co> ,1 r
.,
4'' CONC 51=45 ON
e�, 1-1IL VAFOR 54RRIEF
I_EF[--IITE boIL_ TFEAT1-'1E
CJ 1•....1 kA Wit . 1 W I 11=i
W1 (1) 11 5 B4R 4ND CONE VERITIC41-1- f_
�VILD/NG
AT ALL DOOR AND WINDOW JAMB 5/ ALL
S�A NISANIF0) D
WALL IN�TERSECT'IONS, AND ���" O.0section
# 2 6 3 1
NG
deign group I
Planning and Architecture LLC
AA0002984
901 Belle Avenue Stuite 1100
Winter Springs . Floride n 32708
407 977 1080 0 bstarrner(9sturrnerdg.com
29 JAIL 15
C LDC: DEFT (SFV 13 NC)V 15
BLDG DEIN REV 0 DEC 15
BLDG DEFT REV 5 JAN I&
SECTION REV 2 FED I(
V
GiFSI WF L-�-
[DISCONNECT
9_1
E�E
METER PANEL
legend
Q--- IDUFLEX OUTLET
(=D-- GPC -1 Wf=' (WEATHER PROOF,
VE 220 V EQUIPMENT OUTLET 2,feb 16
<1 PHONE JACK
F30TH SD AND CM
0 C4F3LF TV SHALL BE HARD WIRED
5 SWITCH ANED INTERCONNECTED
0 SID SMOKE DETECTOR
0 CM GARE30N MONOXIDE ALARM
t::�Oc:::J FAN / Ll�kff
LIGHT FIXTURE
EF(2) EXHAUST FAN
Ca MOTOR
G4FC 1 3'' CONDUIT W 4-4/0
ALUM 4 2-2/0 ALUM
GFSI WF
-1 WF
F-, E F . . ....
4) . . ....... .. GF5
T
T
...........
F-1
150 A
150 AMP
- 5's
F C I METER
METER
r C-)
... .... . . .. ..
. .. ........ . . ... . .
8
AMP 5( --:TL FH
ED]
E3 UNIT F/-\NEL
01DISCONNECT
rISO
,--AD -�P
floor plan
GiF51 WF
1/4 11 = 1i -oil
3" VTR
2 " VTR LAVA 4-w wc
LAV L-1 TUB G1 -I=AN OUT
51N< wc 0
411_1—
A,- 3 VTR
TUO
21' VT wc
RELlEF\/,ALVE
2 \/TF, TUB
LAV
2 11 Jwc
W,
W45H
LAA
SINK
150 AD IP Sr__iL FI -I
A
UNIT PANEL
z
2 - 1/2 -S POUND
RODS 0' APART 4 , '' ,
#4 COFFEE� WIRE
tip
electri,cid r S
plum"Iffig, 11s"c"y
gen, Irdal noteS
1. FROVIDIE r -:;PCI OUTLETS IN ALL WET AREA PER CODE
9- FPOVIIDF= AP --FAULT RECEPTACLES PER CODE
3, FROVIDEE TAMPER RESISTANT RFcF=F-rAr.-LES FER CODE
4, FROVIDE STEEL TIE [DOWN CLIPS PER E3MF INT'L INC
ILD
LDIAIC6
SANFORD
'I F
design group 11
Planning and Architecture LLC
AA0002984
901 Belle Avenue Stuite 1100
Winter Springs o Florida o 32708
4-07 977 '1080 ��p bstcjrf-ner@�;tcjrmerdg.com
2S JUL 15
5LEDG� DEPT REV 13 NOV 15
E3LD(--i [DEFT F -:'EV 0 DEC 15
ELECT RI SEF R -EV 2 FE5 16
A- 6"
6
Q
rn
0' F -E r i
E T E.,
L G T 3"
LCT 4
RECORD COPY
+ 24.43
&'-4"
I R
8 d e c 15
5101 8 0 X30
OP � IF` • `, v�
,�d�s ��G,yl • , • �,�ti
landscapelegend; . .. ........... .. ..... .
.:z
120,00' - - 22.48
T 23.81
P-1
REVIEWED FOR CODE COMPLIANCE
e- "INER
-- DATE
p ....,...,.
SANFORD BUILDING_ DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO SE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COMPACTION TEST
REQUIRED
Results to be Verified
at Slab Inspection
w�IDI/vo
SANFORD
A
#15-2631
0 00
site plan
■
■
Y
U
w
w
Q
NORTH
4" DBH OAK TREE
+ 23.49
+ 22.41
T
CANOP'T' TREE FROM SANFORD
RECOMMENDED PLANT LIST
ACCENT SHRUB FROM SANFORD
REGOMMENDED PLANT LIST
GROUND COVER FROM SANFORD
RECOMMENDED PLANT LIST
22.41 (SPOT ELEVATION)
project data
1. LEGAL DESGRIPTION: LOTS 3 AND 4, BLOCK 10, TIER 14, SEMINOLE
PARK ACCORDING TO THE PLAT THEREOF A.--. RECORDED IN PLAT BOOK 2,
PAGE 75, OF THE PUBLIC REGORDS OF SEMINOLE COUNTY, FLORIDA
2. PROPERTY LIES IN FLOOD ZONE X
3. SPOT ELEVATIONS ARE BASED ON NAVE) 88 DATUM
4. THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH THE 5TH EDITION
OF THE 2014 FLORIDA BUILDING CODE - RESIDENTIAL
CURRENT EDITION OF THE NFPA 1 FIRE PREVENTION GODS
CURRENT EDITION OF THE NATIONAL ELECTRiCAL GODS
5. CONSTRUCTION IS TYPE III PER THE 2014 FBG
(o. DESIGN CRITERIA PER 2014 FBG:
A. WIND LOAD 140 MPH - RISK CATEGORY II - EXPOSURE B
B. WINDOW AND DOOR PRE55URE6 - 28.13 POS - -22.5 NEG
-f. STRUCTURAL NOTES:
8. A. CONCRETE SLAB SHALL HAVE FIBER MESH
B. STRUCTURAL CONCRETE SHALL BE 3000 P I
G. STUCTURAL STEEL REBAR SHALL BE X00 KSI
D. ALL REBAR SPLICES SHALL BE 30 BAR DI METERS IN LENGTH
E.5011- COMPACTION BELOW FOUNDATION AND SLAB SHALL BE TO AT LEAST
e5% OF THE MODIFIED PROCTOR (ASTM D-1551) MAXIMUN DRY DENSITY VALUE
9, SOIL TERMITE TREATMENT SHALL BE PERFORMED PER 2014 FBC SECTION IV&
AND SHALL BE "FIPRONIL-TERMIDOR SOWG" BY BASF OR APPROVED EQUAL
a2i'love-A&
� a il
fv,
00
design group
Planning and Architecture LLC
AA0002984
901 Belle Avenue ,, Stuite 1100
Winter Springs Florida # 32708
407 977 1080 `o bstormer®starmerdg.com
I
16 OCT 15
BLDG DEPT REV 13 NOV 15
BLDG DEPT REV 8 DEC 15
do
do
FIN15H FLOOR ELEVATION SHALL BE 25.00
AND TOP OF AG PADS SHALL BE 24.10
24.50
b -
N
24.,43+
REVIEWED FOR CODE COMPLIANCE
e- "INER
-- DATE
p ....,...,.
SANFORD BUILDING_ DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO SE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COMPACTION TEST
REQUIRED
Results to be Verified
at Slab Inspection
w�IDI/vo
SANFORD
A
#15-2631
0 00
site plan
■
■
Y
U
w
w
Q
NORTH
4" DBH OAK TREE
+ 23.49
+ 22.41
T
CANOP'T' TREE FROM SANFORD
RECOMMENDED PLANT LIST
ACCENT SHRUB FROM SANFORD
REGOMMENDED PLANT LIST
GROUND COVER FROM SANFORD
RECOMMENDED PLANT LIST
22.41 (SPOT ELEVATION)
project data
1. LEGAL DESGRIPTION: LOTS 3 AND 4, BLOCK 10, TIER 14, SEMINOLE
PARK ACCORDING TO THE PLAT THEREOF A.--. RECORDED IN PLAT BOOK 2,
PAGE 75, OF THE PUBLIC REGORDS OF SEMINOLE COUNTY, FLORIDA
2. PROPERTY LIES IN FLOOD ZONE X
3. SPOT ELEVATIONS ARE BASED ON NAVE) 88 DATUM
4. THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH THE 5TH EDITION
OF THE 2014 FLORIDA BUILDING CODE - RESIDENTIAL
CURRENT EDITION OF THE NFPA 1 FIRE PREVENTION GODS
CURRENT EDITION OF THE NATIONAL ELECTRiCAL GODS
5. CONSTRUCTION IS TYPE III PER THE 2014 FBG
(o. DESIGN CRITERIA PER 2014 FBG:
A. WIND LOAD 140 MPH - RISK CATEGORY II - EXPOSURE B
B. WINDOW AND DOOR PRE55URE6 - 28.13 POS - -22.5 NEG
-f. STRUCTURAL NOTES:
8. A. CONCRETE SLAB SHALL HAVE FIBER MESH
B. STRUCTURAL CONCRETE SHALL BE 3000 P I
G. STUCTURAL STEEL REBAR SHALL BE X00 KSI
D. ALL REBAR SPLICES SHALL BE 30 BAR DI METERS IN LENGTH
E.5011- COMPACTION BELOW FOUNDATION AND SLAB SHALL BE TO AT LEAST
e5% OF THE MODIFIED PROCTOR (ASTM D-1551) MAXIMUN DRY DENSITY VALUE
9, SOIL TERMITE TREATMENT SHALL BE PERFORMED PER 2014 FBC SECTION IV&
AND SHALL BE "FIPRONIL-TERMIDOR SOWG" BY BASF OR APPROVED EQUAL
a2i'love-A&
� a il
fv,
00
design group
Planning and Architecture LLC
AA0002984
901 Belle Avenue ,, Stuite 1100
Winter Springs Florida # 32708
407 977 1080 `o bstormer®starmerdg.com
I
16 OCT 15
BLDG DEPT REV 13 NOV 15
BLDG DEPT REV 8 DEC 15
do
do
..
do
dw
dip
42
foundation plan
1/4" s 1_011
COI" if='E5&I5LE C,4ULK
■
12" x 24" THICKENED 5LA5 FOOTING
UJ/ ( 3) # 5 5AfR CONTINUOUS W / 3/4"
RECESS FOR GI IU DfRAINAGE
8" b-
m
4 B
d
q a °
a. 4
a
N
d °
8 dec 15
section
12" x 2.4" T�41CKENED 5L,45 FOOTING
UJ/ (3) # 5 8,4iR CONTINUOUS W / 3/4''
RECE55 3/4" SLOPE AT OHD
a.
d G -
d
Q d ° d
section
12 " x 24" T� 41 CKENE D 5L45 FOOTING
W/ ( 3) # 5AfR CONTINUOUS
Q'
d °
Q a d d
d
d 4 GQ V
° d d
c c a
FIFE 5LIEVE 2 TI1IE5 DIA
OF FENETfRATING WIPE
FIFE 5LIEVE 2 TI1„IE5
■
■
section
STRUCTURAL WALL
PIPE PENETRATION
section
RELIEvING ARGN
#15 2631
■
29 JUL 15
BLDG, DEPT REV 8 DEG 15
A2
10
IV
•
katdihwli�i
�i
y '� d 'o-
design group
Planning and Architecture
LLC
AA0002984
901 Belle Avenue Stuite 1100
Winter Springs ,,: Florida
32708
407 977 1080 ., bstarmer®starmerdg.com
■
29 JUL 15
BLDG, DEPT REV 8 DEG 15
A2
10
IV
•
GOND
I
Cf)
N
all 22' -all all aG! 1G/ �C/ I-Qll all 101-011
floor plan
411 [[411 [[411 10'-011
I
NR WOOD STUD FIRE
ALL WITH (2) LA"rER5
3'' T T f=E X G r = EA
DE FROM CMU WALL
DECX ,450VE "U 30111
�-IR CMU FIRE
4LL "U 305"
S'
8dec15
•
section
TRUSS ,450vE
1/2'' G1'F 5D EA 51DE
OF 2X-4 STUDS 24" O.C.
WITH PLATE TOF' AND 50T
5LA5 5ELOW -
INTERIOR FARTITION
CONDITION AREA DUFLEX
,4 -
10e0G5F
�\3,�p,A/6
UNCONDITIONED GARAGE
A
- 290 5F
CONDITION ,4RE,4 DUfi=LEX
5
- 10e0 5F
SANFORD
��pq��1���
UNCONDITIONED GARAGE
5
- 290 5F
#15-2631
design group"
Planning and Architecture LLC
AA0002984
901 Belle Avenue k3 Stuite 1100
Winter Springs i, Florida 32708
407 977 1080 !; bstormer®starmerdg.com
■
■
29 JUL 15
5LDG DEFT REQ/ 13 NOV 15
5LDC:; DEFT REV 8 DEC 15
A4
'I*
de
VENTILATION REaUIREI" LENT OF 1380 SF / 300 = 4.(o 5F EA UNIT
STUCCO ON � IET,4L LATH VENTILATISON f='ROVIDE 15 10(o LF VENTILL,4TED SOFFIT WITH 5% FREE
12 AREA = 5.3 5F FLUS 1/2 OF 32" (-I 5F) ROUND LOUVER AT FRONT AND
- '
H` �3 30# FELT ON EXT FL'�I.UD REAR OF UNIT FOR ,4 TOTAL OF 12.3 SF EACH UNIT
0\/ 010 11 v v v7-�
340 # ARCHITECTURAL SHINGLE ON 30 # FELT
ON 5/8" EXT SHEATHING ON FRE- ENGINEERED
WOOD TRUSSES 24" O.G. WITH 12" 5ATT INSULATION
,AND 1/21' G rf= 51D CEILING - EACH TRUSS STR,4f= f=ED
TO Cr -IU WALL WI
STUCCO ON META_
30# FELT ON EXT F�L..T (IC.;
----------
a
5 ELEVATION' 1„IIRROR li„1,4GE
12
�3
1/2" C-�1'F' ON 1"
INSUL AND 1 X
12" x 24" GONG FOOTING
W1 C3> # 5 5AR5 CONT
4" GONG 5LA5 ON
ro 1`11L YAFOR 5ARRIEF
TERt-1ITE SOIL Tfi;REAT1„1E
8 u I1-4 wI"1-j_ W I I7 V1_L_"aJ I\1.-IINI �/I�Ls"!.�
W/ (1) # 5 5AR ,AND GONG VERT I GAL L'i'
AT ,ALL DOOR AND WINDOW JAr 155, ,ALL
WALL INTERSECTIONS, ,AND 48" O.G
secti'Oon
.I
NG
be
#15-2631
design group' I
Planning and Architecture LLC
AA0002984
901 Belle Avenue �, Stuite 1100
Winter Springs m Florida 32708
407 977 1080 �, bstarmer®starmerdg.com
1
2e JUL 15
5LDG DEFT REV 13 NOV 15
5LDG DEFT REV 8 DEC 15
A5
-0
-0
Qv
..
re
1 I• '1y�1
-{ c(;�
GF61 WF ::;A
- � 1_
•I
•
GF51 WF
a
Fe
floor plan
leend9
r
• !' • • • • • • • • DUPLEX OUTLET *o
Ll Ij
O O GFC
C�FSI I.UP� O O
GFCI WF (WEATHER PROOF) R 8 dec 15
�?OL::::::7EE 220 V EQUIPMENT OUTLET
O SD
a�Oi
PHONE JACK
• BOTH SD AND CM
• CABLE TV
SHALL BE HARD WIRED
�o� O
i;
5 SWITCHAND INTERCONNECTED
o SD
SMOKE DETECTOR
CM O1#q
DISCONNECT
O cM CARBON MONOXIDE ALARM
EE
o0c:::::::7 FAN / LIGHT
REF
- - GF51 WF
-�- LIGHT FIXTURE
EF �� 22'X30" ATTIC •
ACCESS WITHEF(2)EXHAUST FAN
SWITCHED LIGHT
G>=G 1FC I U
MOTOR
• 3" VTR
GFSI UJP
2 VTR
LAV
2 VTR
\V LAV
SINK
BELIE ALVE
UJN
WH
" f
METER PANEL
GFS I WF
D 1SCONNECT
'J TUB CLEAN OUT
411 3" VTR
TUB
311 2" VTR wC
TUB�lljr-
3"
!✓1J _ LAV
LAV
V I1 `{1\
R""�``°` plumbing riser
3" CONDUIT W 4-4/0
ALUM 8 2-2/0 ALUM
150 AMP U 150 AMP
METER METER
a a
150 AMP SGL PH
B UNIT PANEL
150 AMP SGL PH
A UNIT PANEL METER PANEL
2 - I/2" GROUND
RODS (o' APART
"4 COPPER WIRE
electrical riser
general notes
1.. PROVIDE GFCI OUTLETS IN ALL WET AREA PER CODE
2. PROVIDE AR -FAULT RECEPTACLES PER CODE
3. PROVIDE TAMPER RE515TANT RECEPTAGLE5 PER CODE
4. PROVIDE STEEL TIE DOWN CLIPS PER BMP INT'L INC
a
#15.2631
design group
Planning and Architecture LLC
AA0002984
901 Belle Avenue Stuite 1100
Winter Springs �ii Florida tw 32708
407 977 1080:4 bstarmer®stormerdg.com
2S JUL 15
BLDG DEPT REV 13 NOV 15
BLDG DEPT REV 8 DEC 15
A6