1380 W. PLAZA(SFR) WEST PLAZA ROAD
LYN, 50'R/W
-D'-T
0 (R "1 11 EIESIE
7Z.'O
102.00' (R)
SOOD(R) Q.-C. R�
1.73'(1� E-141' �.R� D-(R)
S En-,V,SOOr IN)
-(N) -2'C.)
-1-1-E I.)
jut
242014
w
BLOCK 171
BIG-172 BLOCK 173 ul
0
ISS
w z
LLI
)IS 0
-K
P
DRI 0,
B
0 OVER
VER DO
ERION
OVER
I VERS
0
.... .... ...........
r
-E 1. 4 F P`WN
PROPOSED
J�JB ENVELOPE
L -1--i
US%
REM
Y,
MAP SHOWING PROPOSED PLOT PLAN FOR
BLOCK 171
Pom ACCORDING TO THE PLAT OF
SECT %IW ATLANTEC REACH
AS RECORDED IN PLAT BOOK 18 , PAGE 34 OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
ORV 16389,PAC E 2155 THE PURPOSE OF THIS MAP IS TO SHOW PROPOSED BUILDING ENVELOPE
1P1111ATE
RAM I
1111FIRID
TO-PffA2-E
'E/'
P
El.
(I.E.SEEP)
6,1.00.
Iv
-D
-OC SJRV
9.7
CITY OF ATLANTIC BEACH
RE NO.172356-0000 THI IS NOTAN UPDATED BOUNDARY SURVEY.
DRY 14859,PACE 396 FOR BOUNDARY SURVEY SEE ASSOCIATED
SURVEYORS.INC JOB NO.60597.GATED 07-25-2031
X-REF JOB NO.60697
-=
=A"' Da.-'Erl-�%.I--DE r -M-
T OR
Y G" GENERAL NOTES,
1.SEAR-ME w,OR, VS,
ST--
Z-1 R-OOD IMPE PANEL 11.�ATE
d: REST SE-KORIO 0""E"O..."Y"IN--'-S
ASSOCIATED SURVEYORS IN D E-O., '�T -
C. IE E-ST 01`
LAND ENGINEERING SURINEYS I SIRISDICTIONAL AND/11 MAROKIENTAIlY EE11YYE M"S F MY,NOT LOCATED
O�EW' 0 B DING BOULEVARD Sy W_
L�E MOZ"D"
' 7 771-E-
JAIKIINI
M46 BILANDING BOULEVARD
L S jl ��ENT FIDATE 0,ALTN.RUATON NO
ATEN,
S_S PADE
NE
JACKSONVIL MORIDA 32210 5.YNII-VEY GASED ON ISAL 0-11-1-11- 1-1 REGIME
s 9047'71-5465 r
RR%OTISZC%�E�0�S �,* 11Y'1SR ION EMEI-T 11VEN11TE,
E�WTR
MN
0-1 1-11 OP 1EIDSO TIAI ATTE11
PARD
1.U-11 I-SE ITATEI AU PON PIPES FWID HAVE 11
k CIIHERESY CERTIFY THIS SURVEY WAS DONE UNDER MY SET 1101 111E ON REMEDIERINIAZEREYRTION3
RECT SUPERVISON AND MEUS THE MJNIMU T CAL -E-VEI
-V N- ,, S CHA M ECHNI ON_ E. POINT Oi� RYE
PA. TANDMOS MR LAND SURVEYING PURSUANT TO ER J-17.050 -1 OF-
PT ' 1-N.PON IIN P",(,P) "'T
THROUGH 17.052,FLORIDA ADMINISTRA7NE CODE,CHAPTER 472.F.S. -0 "IT" _-_-EUR.E-
"YE TED
UN-NAMED BY: X-C-1%M Q
ON F- A\C-MR CONDYTOIER R-
TCAL CREEK C ARLES B.HATCHER ',,,,bA-,-,RT,,,,TE,, ,,, I&P.-i:.'.'��'ILR�EZCCOROORDYOBLOUOMKE ---.�E�- L
-1-1 Z�L�ED _ if:PHONE RISEN
0:457' E-1 "'& .YEN
CHARLES L.STARLING FLORIDA CERTIFICATE N ITJ-RES1`N'-"�-.`NET M R/W:RZ.TVWME
RAY OND J.SCHAEFER FLORIDA CERTIFCATE N 6 1 3 --ER&PAD
0 Al CE u1UTT IS.
OB NO. 62517 07-21-2011 `j'W'2.n1E'AM.T.'.111
DATE _NS-i-ON I-E Y AN.OR
SCALE: 1"=20' DRAF7ER ,IP
POINT I Ill ��ETVDE-
PS T VEYR, Tn
POW GJNVE El D
NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGML RASED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER
LO
0
Lij
C"I
NEW- HOME FOR :
U)
LO
<
00
0 0
_j
AN : OR,
--D V)
z u! C"
:1 _j
1380 WEST PLA-`iZA LIJ 0 > z
0
0 a:
V)
Y
co q
ATLANTIC BEACHJ FL RIDA
A
L. 157 Or- 1:�RAAIN65 AINP LOAV NOTES <
CODES: FLORIDA BUILDING CODE 2010
-7-10
AND ASCE
D WG. N 0. TITLE
0
-ULTIMATE DESIGN WIND SPEED Vult., 130 MPH
C-1 COVER SHEET BUILDING RISK CATEGORY. 11
WIND IMPORTANCE FACTOR: 1 1.0
A-1 FOUNDATION PLAN
ININD EXPOSURE: C
A-2 FLOOR PLAN
A-3 ROOF FRAMING PLAN ENCLOSURE: ENCLOSED BUILDING
A-4 EXTERIOR ELEVATIONS INTERNAL PRESSURE COEFFIENT. GCpi + .18 OR .18
A-5 THRU SECTION WIND PRESSURE TO COMPONENTS AND CLADDING: MEAN ROOF HT. 15'
A-6 MISC. DETAILS NOTES
END ZONE = 8.0"
E-1 POWER PLAN WALL ZONE AREAS (SF) WIND LOADS PSF
POSITIVE SUCTION <
INTERIOR �110 + 36.7 39.9
+ 35.0 38.2
't'50 + 32.9 36.0
Lj_J
34.3
00 + 31.3
ENDZONE 10 - + 36.7 49.2
+ 35.0 45.9
50 + 32.9 41.5
V)
100 + 31.3 38.2
AWS DESIGN PRESSURE ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6 Ld
Ld
&ENERA. STRUCTURAL NOTES
>
0 0
1. CODES: FLORID 11 BUILDING CODE 2010 AND ASCE-7-10
00 (D
AMERICAN CONCRETE INSTITUTE
2. LIVE LOADS:
ROOF:
20 PSF
A
3. WIND LOADS: SEE WINDLOAD NOTES
M
44M
4. ALLOWABLE SOIL BEARING: 2500 PSF
A
5. SOIL COMPACTION:
SOIL UNDER SLAB ON GRADE AND FOUNDAT10N SHALL BE COMPACTED LEVY ROAD
TO 95% MODIFIED PROCTOR MAX. DRY DENSITY ASTM D-1557
6. MATERIALS: <
CONCRETE ( NORMAL WEIGHT - 28 DAYS 3,000 PSI Ld Ld
REINFORCING BAR ASTM A615, GR 30 m
WELDED WIRE FABRIC ASTM A185 CL
:3
HOLLOW LOAD BEARING CMU ASTM C90, GIR N-1 PROJECT SITE
WOOD MEMBERS FOR BEAMS AND POST-#2 SYP W. PLAZA
WOOD MEMBERS FOR FOR STUDS #2 SPF OR BETIER
ANCHOR BOLTS ASTM A307 OR A36
MICROLLAM 1.9E
7. CONCRETE:
ALL CONCRETE TO BE DESIGNED AS PER ACI 318 LATEST EDITION.
FOOTINGS 3,000 PSI
SLAB ON GRADE 3,000 PSI
ALL OTHER CONCRETE 3,000 PSI
SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS FOLLOWS
CONCRETE 50 BAR DIAMETERS WITH WIRE TIES
MASONRY 48 BAR DIAMETERS WITH WIRE TIES
UNLESS OTHERWISE SHOWN ON DRAWINGS. MINIMUM CONCRETE COVER FOR REINFORCING 517r= MAIO
SHALL BE AS FOLLOWS
CAST AGAINST EARTH 3w
z
SLAB ON GRADE- CENTERED 0
EXPOSED TO EARTH OR WEATHER:
#6 THRU #11 BARS 2w
#5 AND SMALLER-11 1/2'
"d V)
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING z
Lai 0
DIAGRAMS AND PLACING DETAILS OF ACI 315 STANDARDS AND SPECIFICATIONS. ALL REINFORCING
STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE R,
5 op
8. MASONRY. r-)C)
fA
CONCRETE MASONRY UNIT ASTM C90, fm 1500 PSI
A
MORTAR ASTM C270, TYP--_ *S"
1 0 -:v 0
GROUT ASTM C476
ALL GROUT SHALL BE A SHRINKAGE COMPENSATING PRE-MIX TYPE CONSISTING OF NON- METALLIC
AGGREGATE WIRI A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI T 28 DAYS
MASONRY REINFORCING:
LAPS ( TYP. U.O.N. 48 BAR DIAMETER
HORIZONTAL REINFORCING ASTM A-951, 9 GA. MIN. LADDER TYPE AT 16" O.C.
BRICK TIES AND MASONRY ANCHORS DUR-O-WALL OF APPROVED EQUAL
L ErAl
TEMPORARY SHORING FOR ALL EXTERIOR WALLS SHALL REMAIN IN P-ACE AND CONNECTED ELIMINATING
CANTILEVER ACTION OF THE WALLS UNTIL FINAL CONNECTIONS ARE COMPLETED JOB NO. J1454
9. TIMBER:
ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED AS PER AITC AND TPI AND NATIONAL LEE J. ENGINEERING, INC.
DESIGN SPECIFICATION FOR WOOD CONSTRUC1`110N DRAWN: Jwj
PROVIDE TEMPORARY TOP CORD BRACING UNTIL ROOF SHEATHING IS IN PLACE
JAE Y. LIEE P.E. (312-16)
u L 07-09-14
ALL WOOD MEMBERS EXPOSED TO WEATHER TO BE PRESSURE TREATED
.......... DATE:
10381 C ypress Lakes Drive,
PRE-ENGINEERED WOOD TRUSSES SHALL CONFORM WITH TRUSS PLATE INSTITUTE STANDARD WITH PROPER DEAD, GEN
LIVE AND WIND LOADS. DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED
Jacksonville, FL 32256 SCALE:
SHOWN
IN THE STATE OF FL.
Ph 904-519-1934
PROVIDE HURRICANE CUPS AT BOTH ENS OF EACH RAFTER AND TRUSS
THE NUMBER AND SIZE OF NAILS CONNECTING TO WOOD MEMBERS SHALL NOT BE LESS THAN THOSE SPECIFIED IN Cell 904-234-3518 DRAWING NO.
FBC 2004 TABLE 2304.9.1 FASTENING SCHEDULE .4
AL
EDGE Of PAVEMENT WEST PLA A ROAD
7
14 -'vi
50� R/
/2
1/2'
1.29' NORTH
0.48' NORTH N '�9'41" E 102.00' (M) 0.20' WEST
BEARING REFERENCE LINE 1/2 1/2
0.20' WEST LB 6715
102.00' (R) S 89'39'41* W 193.51- (M) 1/2
1/2* 60.00' (R)
42.00' (R) 102.00' (R)
102.00- (R) 50.DO- (R) 41.73- (M) S 89*39'41" W 60.17t (M) S 89'39'41' W 50.02'
1/2- (M)
PLS 1674 - (R) S 89*39'41' W 101.92
t-102.00
N 89*39'41" E 101.90' (M)
SPN�L
0
BLOCK 173 ILI
BLOCK 171 BLOCK 172
z
CL
0
9A
ki
C1 A,
(o
a-
CK
0
14.0'
0 ............ 76, A I I c"I
z
0
(o
METAL SHED
DIRT FLOOR z am
WITH WELL Lq
U6
I I I BRICK I A It I
. . I . PAVER -0
I I I UK]vr 1 1 1 1 1 X
/zr_Lf I I I I I I I
41 1 1 1 1 1 1 1 1 1 1 LL w
0
0
L I I _X
I I I I I I I I I I 1 0.
4.5'x9.3' co
FRAME R
OVER DIRT Ld
3.6, ID
N q 0
� w _j J. f
0
J
A 1_1
14'
METAL
V)
BRICK AWNING
9 T_ PAVER OVER
4
BRICK
WALK OVE K
PAVER
_'BRiC
31; a) FIRS
ul
0 la�
Oo
COVERED CONCRETE PORCH
ui J
i .... ...........................
z
38.4' RICK 39.1'
B
PAVER
co
L tfk
WALK�
BRIG
AVE
2
b
cd
A *7
41
Ac 41
H
RI clo
4- PAD I.,Q
cj� ED
DJ _J ,A
I- ��
0,\N V CL
J,
Ar
MI,39.0
38.4' zloop 04 04 1`9
24.4' . ..... ........ ...''...... I—%
......I......... ia.7' c1l 04 N1,
FRAME > w
cd SCREENED CONCRETE XPCH Cd
PLAYHOUSE w w
P ....... ........
co
i=q C'4 cd C; MAP 0 BOUNDARY SURVEY OF
W w
V, BLOCK 171
1�� BIRick ACCORDING TO THE PLAT OF
A
o
-4
vFRI## 88
'f c e',400L W V)
n
l4e
'EAC"'
S E C"I"110 ATLA"TEA
AS �' RIEC�ORDED'I`lN'PLA BOOK 18 34 OF THE CURRENT
k� 'I PAGE
' ' k
i I J
PUBLIC RE
ORDS OF DUVAL COUNTY, FLORIDA.
�7!
- — — - — — - — — - — -
PAGE 2155
ORV 16389.
13RICK APPROMMATE
PAVER LOCATION OF
DRAINFIELD CERTIFIED TO:
WALK
PAUL A. STANFORD,
0 OF SLOPE
_p_ . VYSTAR TITLE AGENCY,
FIRST AMERICAN TITLE INSURANCE COMPANY,
-7- T "T.)
TOE OF SL60'6-'
4 D VYSTAR CREDIT UNION.
..........
20.
22.4!.
CONCRETE
Ln
1/2- od FRAME
REBAR L)
SHED
WITNESS
La 6702 9. 3.7' 19.7'
2.1- .... ......... ......
(1.5- DEEP) COIr
QV P, t/�e
z_q
a "I/vo
CC� a"`Z4 j
6,>.Oo 16,4' 23.1'
G�- ......
00" 34
Af) (c) \ANYL SHED 1/2-
WOOD FLOOR REBAR
ASSOC SURV
LB 5488
CITY OF ATLANTIC BEACH
RE NO. 172386-0000
ORV 14859, PAGE 396
FLOOD ZONE"X" - OiXS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOOD PLAIN FLOOD ZONE "X (SHADED)" - AREAS
OF 0.2X ANNUAL CHANCE FLOOD; AREAS OF 1%ANNUAL CHANCE
WITH AVERAGE DEPTIRpF LESS THAN I FOOT OR VATH DRAINAGE AREAS LESS THAN I SOUARE MILE: AND AREAS PROTECTED BY LEVEES FROM IX ANNUAL CHANCE FLOOD.
0S GENERAL NOTEis
E Y
1. BEARINGS ARE BASED ON ORV ORV 16389, PAGE 2156
13M SHOWN HEREON LIES WTHIN FLOOD ZONE
2. STRUCTURE No. S
OAF
BEST DETERMINED FROM F.E.M.A, FLOOD MAPS PANEL NO. 408 DA 6-03-2013
3. THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS,
A 3SQ,!CIATED SURVEYORIS INC. PIPES AND UTILITIES, IF ANY, NOT DETERMINED.
CONC rl/" 0/////l LAND & ENGINEERING SURVEYS
_Rip- RelE, Lu 4, JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED
RAP BY THIS SURVEY.
3846 BLANDING BOULEVARD
cy-
4 4 A JACKSONVILLE, FLORIDA 32210 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS
WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS,
904-771-6468
BROKEN CONCRETE B.R.L.'S. RESTRICTIONS. CLOSURES, TAKINGS OR ORDINANCES, ETC. THERE COULD BE
-RAP CIL
OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL.
1/2
w
S. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION.
S V CERTIFICATE OF AUTHORIZATION NO. LB 0005488
< L I HEREBY CEV'10Y TFiIS SURVEY WAS DONE UNDER MY LEGEND/AERREVIATION3
00
AND MEETS THE MINIMUM TECHNICAL 0 SET ]RON PIPE OR REBAR P.C. - POINT OF CURVE CH - CHORD
DIRECT�SUPEFZVI&ON "ASSOC.SURVEY' OR L.B.5488 P.T. - POINT OF TANGENCY (R) - RECORD
MEAN HIGH WATERLINE es
SED of-MIZ YNG PURSUANT TO CHAPTER 5J -O.U.--OYER HEAD UTILITIES (M) - MEASURED
BLI STANDARDS FOR D SURVE —17.050
290D EL ry g4-1 0 FOUND IRON PIN OR PIPE.(1,P) 'Cf - FIRE HYDRANT
-E 2.20 NGVD 29 PER OR THROZV17.057X IDA ADMINIS IVE CODE, CHAPTER 472, F.S. E FOUND CONCRETE MONUMENT (C.W.) (C) COMPUTED DATA
V 16389, PACE 2155 0' WAT
TIONER
X- GROSS CUT OR DRILL HOLE CONC. - CONCRETE R. RADIUS
_k i�_ -OFFICIAL RECORD BOOK NOI
6HARLES B:'l`IAT0HER FLORIDA P,&KTIFICATE NO. 3771 O.R.V.-OFFICIAL RECORD VOLUME CHI = WATER METER
BY 0.R.B. A\C - AIR CO L. ARC LENGTH
P.R.M.=PERMANENT REFERENCE MONUMENT P.EQ. - POOL EQUIPMENT TJ PHONE RISER
UN—NAMED T1 L CF�k C114ARLES L. "T"AL'ING FLOR@A CURTIFICATE NO. 4579 FENCE R/W - RIGHT OF WAY
%, B.R.L- BUILDING RESTRICTION LINE X—X CHAIN LIN14 B.T.- BUILDING TIE
00 MOND Jil -SQ-HAEFER FLORIDA CERTIFICATE NO. 6132 E.T. ELECTRIC TRANSFORMER & PAD W—W WIRE FENCE
Tr--U WOOD FENCE UTILITY POLE
�9 41- E 102�oo�(m)
.00,
102 R7
I— -1 DATE J.E.A.- JACKSONMUE ELECTRIC AUTHORTY GUY ANCHOR
JOB NO. 07-25-2013 C & R - COVENANTS & RESTRICTIONS -I—[-IRON FENCE
P.C.C. - POINT OF COMPOUND CURVE 13TN. 13ETWEEN CO, 0 - COVERED
SCALE: DRAFTER CLS - POINT OF REVERSE CURVE EAVE TIE -ELECTRIC BOX
P.R,C. (E.T.) E.B.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SFAI_ OF A FLORIDA LIC-ENSED SURVEYOR AND MAPPI---R
LO
0
0 w
af
LO
V) LO
04
<
M
F-
48'-6*� 00
-oft 0 0
49-0m 40'76m e 3:
� I --D V) LL
I I -,. 91-7m 9'-7m
9'-7* 91-7" 9' ..810 e- Lj
z
_j
_j
0 > z
z
0
(0 V)
< 00
- - - - - - - - - - -
r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------
- - - - - - - - - - - - - -- - - - - - - - - - - - - - E
- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - --
26
4" CONC. SLAB 33
- - - - - - Cj Q
- - - - - -- - - - - - - T - - - - - - -- - - - - - - - - - - - - F
IF- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - -- -- -- -- -- -- -- -
F- - - - - - - - - -
21 -r-tE
ci
0
LL_
E- 4— - — - — -
n
(D
Ld
"V
*6 *00
*00
ci 2
00
D
4" CONC. SLAB
(D
S�-�5
A
�ig
A-1
A A (Y
<
bi
6X6 P.T. POST, TYP.
CONC. SLAB 1/8' X 11- SAWCUT
WWF---\
---------------------- ----
IL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -
ci
-4-
L -- - - - - - - - - - - - - - - - - - - -
F
4' CONC. SLAB-
L - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - -- - - - - - - - -- SECTION A—A z
L - - - - - - - - - - - — - - - - - - - - - - - —- - - - - - — - - - - - - - - - - - -F1- - - - - - - - --i- - —Jm I of _= 0
_k- - - 4 — m 3 P
- - - - - - - - -- - - - - - - - - - - - - - - - - - - 4- (L
- - - - - - - - -- - -
V)
w
99-7m 1 91-7* 9'-8" 91-7m 9'-7m
----------------------- ,I w
4'-Ow 40'-Ow 0
48P-Om
JOB NO. J 1454
LEE J. ENGINEERING, INC. DRIAWN: Jwj
. 1=0UNI:)ATION PLAN JAE Y. LEE P.E. (31276)
1/4ff 11-011 Y U.L.4'$�% DATE: 07-09-14
10381 Cypress Lakes Drive, ... .. . , w*
E
Jacksonville, FL 32256
SCALE: SHOWN
Ph 904-519-1934
Cell 904-234-3518 �DWING NO.
S
.... ......
4-8F-0w
41-0" wg—om 41-010
LO
90-7m 91-71@ 91-811 91-7" 99-710 ol 0
0 Ld 04
04
V) Lr)
V)
W
CN4
00
0 0
U-
0
z Ld
_j -J
-i -i Ld
- - -t- - - - - - - - - - - - - - - - - - — - - -
79: T/ 0 > z
V T- z 0
0 2:
Cn CL
Y-
00 Q
REAR PORCH <
27'-5" 12*-7"
C,
13'-81- 6'-31 arl T-
or, 41-3" 1/2' THREADED RODS
0 5'-0" O.C. (MAX)
'*1 (2) 3050 SH
3030 SH IN IN IN
.1
L 12'-Ow X V-8" SGD
F T <
3: KITCHEN
CH=9'-Om
6X6 P.T. POST, T�?.—j
0
It
S �4 LIVING ROOM BEDROOM 3 .
-1 ISLANO 4
71) 05 36" X 48* CH=9'-O" CH=9'-O*
Co M
LO
CD Co
C::,
79-4w 51-31#
STOVE
-E - — - — - — --
L
- - - 00
O—OF 2668 40681,BF Z
C) <
CLO. a-" N
M/BATH 0
CH=9,-u R&S 00
*00 'IN 1 .1
I 1 0 BATH 2 0)
-0) LAUND. CH=9 1-011 a
C)
cl CH=9'-O*
0 10 1468 2�1 0
-:3ao- m
00 U7 00
S 0 LO
to
NECH. 0
0
2468 0
266/8 0
00 LL-
3 6 5',-Om 8
266
C,
8*-6* 5�41*
2668 �JIF
271
Lj-
S 0
3068
266/8 2 8
\2668
a CD 4'-6*
0)
\BEDROOM 2
M./BEDRdOm
CH=9"400 CH=9'-O
*01 'a 0
0.
A-5 F0 �ER C)
a=q,-O* U-
LLC <
I *CD m 1 11 m I LLJ
00 1 *6 00
co I (n 1 0)
C" I (n w
7-,-34- Aj -00 CD V\-3
z 00 IN,
====r-F
(2) 3050 SH (2) 3050 SH
26 14'-3j- V-31" 8-61- 2-31- 26
12'-7"
FRONT PORCH
- - - - - - - - - -
E EE
z
0
in
w
9"7* 91-7w 99-f w 91-7" 9"-71'
I
4'-Ow 40'-)* 4$-of#
00,
w
0
ImLOOR PLAN ErAl
-off
1/41P
JOB NO. J1454
LEE J. ENGINEERING, INC.
DRAWN: dwi
JAE Y. LEE P.E. (31276)
DATE: 07-09-14
Y U L '
10381 "Cypress Lakes Drive, 4,
40
e ENS
Jacksonville, FL 32256 e %
SCALE: SHOWN
Ph 904-519-1934 76
Cell 904-234-3518
�DWING NO.
A
oil A - 2
LO
0
0 LLI 04
04
w to LO
cf) I,-.
LO
< C*4
00
0 0 0
48'-Om 3: _j
V) LL
(D 0
Z Ld
U) _j _j
_j _j Ld
LLJ 0 > z
J: Z 0
0
(C) V) (L
00 0
<
E3 2- 12 1/2- PL FLITCH
2-1 3/4' X 1 LW 1z
I
ry
PRE-ENGINEERED ROOF TRUSS 24' O.C.
Z
N
Lj 'J
Cr) V) :2
2
CD
LIT
0
J
ss�
00 Lj__
Lj
0
0
u
m n m
<
LIJ
6X6 P.T. POST, TYP.
_u
<
N.�-�5
z
0
2-*12 W/.1/2' P.M. FLITCH
w
w
489-Ow
C-7
J1454
ROCIr i=RAMIN i=L';��'N' JOB NO.
_0)j
LEE J. ENGINEERING, INC.
"k,
DRAWN: JIM
JAE Y. LEE P.E. (31276)
YUk
DATE: 07-09-14
...44
SO 0%
10381 Cypress Lakes Drive,
E
S--
Jacksonville, FL 32256 4
SCALE:
SHOWN
01h 904-519-1934
-�2
Cell 904-234-3518
DRAWING NO.
10
A- 3
7j"
7z-
m USE
Lo
0
04
0 LLJ
Lo
Do
0 0 0
V) U_
0
z LL!
_j _j
_j _j
Ld
z
L.Li 0
T_ Z o
0 2:
V) a-
12 12 00 0
51 <
7)
—7—
PLATE HT.. PLATE HT..__,
CL
0
El 1:1
C) cl
OPEN OPEN OPEN OPEN
-----------
L-1 Ll F.F.E. —ILL F.F.E.
EIL=
FINISH GRADE-� FINISH GRADE,-,� cn
r7m
< Z
N 0
N
I=RONT ELEVATION /ATI
LEFT SIPE r=Lr=\ 0
A
1/411
A
.2; o
01
co
UJ
A <
co
...........
12 12
5 r
z
0
'oo� X
3 w
00-
f
PLATE HT.. PLATE HT..
oe
W
c) 0
OPEN PEN
OPEN OPEN (7)
JOB NO. J1454
11E_
11 ILI F-F.E. A
F.F.E. DRAWN: JWj
11 A
FINISH GRIE FINISH GRIE
DATE: 07-09-14
SCALE- SHOWN
REAR ELEVATION RI&HT VIM ELEVATION DRAWING NO.
If
it—off = it—off
1 4 1/4
A - 4
1
A
_PLA
Lo
0
0 Ld C14
C14
w r1r) Lf)
V) LO
<
_r
0 00
Elf EE
0 0
3: _j
V) LL
0 0
z Ld
- I _j
Cn
0 > z
T_ Z 0
0
(o (7) a-
< 00 0
r?) <
7)
ROOF DECK NAILING PATTERN:
EDGE: 8d RING SHANK 0 4' O.C.
FIELD: 8d RING SHANK 0 6' O.C.
5r 12
0
LL_
STANDING SEAM METAL ROOF
3/4' CDX PLYWOOD ROOF DECK
PEEL AND S11CK
PRE-ENGINEERED ROOF
30# FELT
TRUSSES 0 24" C.
H2.5A H.C.
H2.5A H.C.
PLATE HT.. Z
nyl y Y
1X2 P.T. TRIM
W/ CONT. MTL. DRIP __(2) 2X12 W/ 1/2" PLYWOOD L_Lj
R-30 BATT. INSULATION1 cf) (,f)
FLITCH PLATE 2-20 TOP PLATES (SYP #2) Ljj
2X6 P.T. FASCIA
1/2" GYP. BD. CEILING
D
_,..-2X4 LOOKOUTS 0 2'-0' O.0
1/2- PLYWOOD SOFFIT -T_
W/ CONT. SCREENED VENT��/ oo
4tjp
HORIZONTAL HARDIE-LAP
SIDING R-13 BATT. INSULATION
HOUSE WRAP 1/2' GYP. BD. 00�
OSB WALL SHEATHING
7/16 2X4 STUD 0 16" O.0 ( SPF #2
6X6 P.T. POST Ld
120
-1/2* THREADED ROD 0'1'48- O.C. (MAX)
EA. SIDE OF OPENING AND EA. CORNER, TYP.
NAIL PATTERN:
EDGE: 8d NAILS 0 4* O.C.
FIELD: 8d NAILS 0 10" O.C.
# -DOWEL 0 48" O.C.
5X12
DRILL ANDEPDXY 2X4 P.T. SILL PLATE
ABU66 W/ 1/2" A.B. (MIN. 6- EMBED) (1) #5 BARS CONT.
(1) #5 BARS CONT. 4' CONC. SLAB (HOUSE)
(MIN. 6" EMBED) (1) #5 BARS (ONT. W/ 6 X 6 X W 1.4 X W 1.4 WWF
4w CONC. SLAE (PORCH)
W/ 6 X 6 X 1.4 X W 1.4 WWF FIN. FLR. ELEV.
0
200
2P-Ox e 6 MIL. VAPOR BARRIER TO HAVE Q
5 BAR VERT. 0 48" 0. 71� 2t-O'p -A- LAP JOINTS, TAPE AND U)
b MIN. 6 w
FINISH GRADE SOLID FILL ALL CELLS
SEAL ALL JOINTS AND PENETRATIONS
C-4 6 MIL. VAPOR BARRIER TO HAVE
=7 MIN. 6- LAP JOINTS, TAPE AND
8" umu - SEAL ALL JOINTS AND PENETRATIONS COMPACTED, POISONED FILL
#5 DOWEL 0 48" O.C.
COMPACTED, POISONED FILL
A 44' C"i R VERT. 0 48" O.C.
BA
OLID FILL ALL CELLS
b rs
w
8" CMU
(2) #5 BARS CONT.
111-4m
NOTE: JOB NO. J1454
1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE (2) #5 BARS CONT. LEE J. ENGINEERING, INC.
2. MAINTAIN 3" COVERAGE ON REBAR V-4" DRAWN: JlWj
JAE Y. LEE P.E. (31276)
Y U —09-14
10381 Cypress Lakes Drive, .......... DATE: 07
THUR SECTI ON Jacksonville, FL 32256 SCALE: SHOWN
Ph 904-519-1934
3/4" 1'-Opp
Cell 904-234-3518 tat �DRAWING NO.
A 5
(2) 2X TOP PLATES
(2) 2X TOP PLATES 310 X 3 " X 1/8* THICK
3* X 3 X 1d8* THICK SYP #2 WASHER W/ NUT
SYP #2 t
WASHER 1 , UT PLATE HT..
PLATE HT..
HEADER,SEE SCHEDULE
0
71),
!,c.4
HEADER,SEE SCHEDULE Vill, 1 ROW OF 10d NAILS 04
ii 0 LLJ c14
0 6" O.C. STAGGERED
2X STUDS 0 16' O.C. 1 ROW, OF 1 Od NAILS V) U-)
2X STUDS 0 16' O.C. SEE NOTE 1 r-
( SPF #2 0'6* O.C. STAGGERED V) Lo
SPF #2 ) SEE NO TE 1
KINGS, SEE SCHEDULE
KINGS, SEE SCHEDULE 3 ROWS OF 10d NAILS Q
2 PLY BEAM EE 00
0 8" O.C. STAGGERED
'T' C14
JACKS, SEE SCHEDULE
JACKS, SEE SCHEDULE _j I
-1/2- DIA. THREADED ROD V) Lj_ "t
1/2" DIA. THREADED ROD
0 5'-0- O.C. (MAX) % 0
0 5'-0- O.C. (MAX) 2X FRAMING Z LLI 0)
1/----TOP OF SUBFLOOR _j _j
--TOP OF SUBFLOOR :2X& :2Xa
e--2X P.T. BASE PLATE _j =j-
2X P.T. BASE PLATE #2 SPF OR SYP 2X4 #2 SPF OR SYP 2X6 #2 SPF OR SYP 2X8 Lij 0 > Z
:E Z C)
I MAX. HT. 1�' 1 1/8" MAX. HT. 16' 1 1/8- MAX. HT. 20' 1 1/8' 0
U) 0-
FIN. FLR. ELEV FIN. FLR. ELEV. 2 ROWS 16d COMMON WIRE 17� NOTES: 14- Y
NAILS 0 12" O.C. EA. SIDE— 1. TYPICAL CONqECTION AT STUD COLUMNS, JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. < 00 C-)
04 ill, I I I
L4—SEE' ANCHORAGE SYSTEM NOTES 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS
Au L4I--SEE ANCHORAGE SYSTEM NOTES FOR ATTACHMENT 3. FASTEN WALL�jl SHEATHING TO POST W/ MIN. 8d NAILS 0 12" O.C.
FOR ATTACHMENT 4. FASTEN GYP.',,BD. TO POST W/ MIN. 5d NAILS 0 4' O.C.
ar'i'OFICAL AINP01IIoN FRAMIN6 MULTI -FL*4r L\/L 5EAM
T*YOPICAL 1;�00R FRAMIN& 1 1/2" = 1 0-011 ATTACHMENT OF MULT%e-FL%?o MEM5ERS
3/8" 19-Off 3/8$p V-091 1 1/2'f 1 V_�40 it
HEAVER SPAN TA5Lr= AND STUDS
WINDOW� DOOR 2X4 JACK 2X4 KING <
HEADER BEAM MAX. 0 ENING STUDS FULL HT. STUDS n
3
—PRE-ENGINEERED TRUSS (2) 2X8 #2 SYP 31-01@ 1 2 ry
H-2.5A EA. TRUSS 0
(2) 2X1 0 #2 SYP W/ 1/2- PLYWD. FLITCH 4'-0" 1 2
2-2X4 TOP PLATES -
(2) 2X1 0 #2 SYP W/ 1/2- PLYWD. FLITCH 51-00 1 2
SIMPSON HUSC412 BEAM HANGER
(2) 2Xl 2 #2 SYP W/ 1/2- PLYWD. FLITCH 6'-Ox 2 2
(2) 2X12 W/ 1/2- PLYWOOD FLITCH ry
(2) 2X1 2 #2 SYP W/ 1/2" PLYWD. FLITCH 71-0" 2 2
SIMPSON HUSC412
HANGER BY ANALYSIS 10'-0" 2 3
BY ANALYSIS 16'-0" 2 3
V(2) 2X12 W/ 1/2- PLYWOOD FLITCH u)
kr,V:9D T
6X6 P.T. POST, EXTENT TO < <
SIMPSON HUSC412 TOP OF BEAM .'RECOMENVE2 97U0 SIZE ANO SIVAC I N& N 0
HANGER A:!,Ol
Z
6X6 P.T. POST, EXTENT TO UNINTERUPTED STUD HT. STUD SIZE SPACING GRADE
TOP OF BEAM AS SHOWN A.
8'70m THRU 9'-10" 2X4 16" O.C. SYP #2 OR SPF #2
. 10LAN \/Ir=A 10'-0" THRU T14'-O' 2X6 l6m O.C. SYP #2 OR SPF #2
r=Lr=\,/AT1oN VIEA 3/49* V) _j
LLJ
14'-lw THRU 18'-6" 2X8 16* O.C. SYP #2 OR SPF #2
3/4" ll-Opt
19.'-0" X 22'-Om 2X8 2XlO 16" O.C. SV #2 OR SPF #2 L.J
0 0
00
V)
STEPS
SEC71ON A
&N WATER S4*DDING FAMION, SECTION A
STEPS THROUGH WINDOW JAMB STARTING AT THE BASE OF
THE WALL & WORKING TOWARDS THROUGH WINDOW JAMB
(DIN WATER SHEDDING FASHION. jgE IN THE WRB
EWE
STARTING AT THE BASE OF TRPPACE
THE WALL & WORKING TOWARDS SHEATHING.
THE
To THE WRB SEALANT BEAD
T nE THE BEHIND MOUNTING (ZAPPLY SILL FLASHING
SHEATHING. FLANGE. APPLY JAMB FLASHING <
APPLY BEAD OF SEALANT
(2)APPLY SILL FLASHING AROUND THE PERIMETER OF
APPLY BEAD OF SEALANT (g)ISHE B SIDE JOR
AT BACK OF WINDOW URFA F VJINTEF
DOW
UNIZ 0
FLANGE & SET WINDOW USING MOUNTIN FLANGE.
PAN HEAD SCREWS TO SEAL THE WINDOW FRAME TO IMMEDIATELY INSTALL WINDOW
FACILITATE INSPECTION. OPENING. APPLY A 3ift- NOM.
APPLY BEAD OF SEALANT Al A THE BACKSIDE USING PAN HEAD SCREWS TO
FACILITA SPECTION.
APPLY ELPOF SEALANT --------
APPLY JAMB FLASHING E WITH ANY ACROSS THE FACE OF
@APPLY BEAD OF SEALANT I - TO HOLES OR SLOTS ------
SIDE JAMB& EXTEND 8 1#2; 9'NTMo R OF THE WINDOW
ANGE LIN
AT HEAD FAMHED FLASHING MOUNTING FLANGE AT HEAD WRB
APPLY HEAD FLAMING APPLY HEAL) FLASHING F1 A
W.,
/-SEALANT BEAD BETWEEN
FLASHING AND MOUNTING SEALANT BEAD BETWEEN AFTER INSTALLA11ON
(DJAMB FLASHING MOUNTING FLANGE AND SEAL ALL CORNERS OF
FLANGE.
APPLY CONT. SEAL TO THE MOUNTING FLASHING. MECHANICALLY JOINED
E FRAMES TO SEAL FRAME <
AT 0 F 1ANZWO @A YCA OM D! SEAM JUNCTURE.
AM )EMID HE�
TAPE. ALLOWING WRB TO LAY
�NT
Q)REMOVE PREVIOUSLY APPLIED BS PPL
SPOT AT TAMBS 8 10Z ABOVE REMOVE PREVIOUSLY APPLIED BEAD F
THE R.O. AT HEAD. EMBED JAMB BACKSIDE &INVOR 07F THE
GE L
FLAT OVER HEAD FLASHING. FLASHING INTO SEALANT AND ALLOWING WRB TO LAY MOUNTING GE ND,
CAPPLY NEW SHEATHING TAPE FASTEN IN PLACE. ISM
-(FLASHING OVER HEAD FLASHING. THE EN71RE PERIMETER.
OVER DIAGONAL CUT SEE GOES OVER SEALANT). APPLY NEW SHEATHING TAPE PLACE BEAD IN LINE WITH
DIAGRAM. OVER DIAGONAL CUT SEE ANY PRE-PUNCHED HOLES
DIAGRAM. —F
,IAMNG AT HEAD DOENIDS
OR SLOTS. I BEYOND JAMB FLASHING.
SECURE WRB
AT HEAD
(Z)HEAD FLASHING
APPLY A CONT. SEAL ALONG
FLASHING 6T HEAD SECURE WRB MOUNIING FLANGE AT THE
EXTENDS I BEYOND 0 HEAD HEAD. FLASHING GOES OVER
JAMB FLASHING. MOUNTING FLANGE. EMBED
0) BOTTOM OF HEAD FLASHING
I AGAINST��ILFLASHING
z
GOES OVI SEALANIA 'I
BOTTOM OF THE EXTEND HEAD FLASH G
CHE D FLASHING 0
BEYOND EACH JAMB FLASHING.
HEAD FLASHING AGAINST FASTEN IN PLACE.
THE PREVIOUSLY APPLIED
�FJING GOES I
SEALANT SM EXTEND
0 M I
HUD FLASHIN BEYOND
EACH JAMB FLASHING.
FASTEN IN PLACE.
A GJAMB FLASHING
At"
EXTEND JAMB FLASHING A
(5 JAMB FLASHING A( TO OVERLAP SILL I
FLASHING. EXTEND I
A IN
TO OVERLAP SILL r 'A
EXTEND JAMB FLAMING �22OMM VER
FLASHING. EXTEND ENIN AT HEAD.
JAMB FLASHING 8 1#Z- APPLY TAPE AT SEALANT
ABOVE ROUGH i - I
w
I CORNERS TO
OPENING AT HEAD. TEMPORARILY HOLD
TUCK TOP OF I FLASHING IN PLACE Rs,
JAMB FLASHING I SEALANT UNTIL WRB IS APPLIED...!�-, SILL FLASHING
UNDER THE FLAP
OF WRB AT THE
WAD. SEE DIAGRAW
SHIM AND ADJUST WINDOW TO ACHIEVE SQUAR
SILL FLASHING (3) SIA
AND LEVEL CONDITION. USE CORROSI
MAANT FASTENER& FASTEN WINDOWS PER
6
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE. WINDOW MANUFACTURER FASTENER SPECIFICATION&
WAND LEVEL CONDITION. USE CORROSION
ANT FASTENER& FASTEN WINDOWS PER
0 WINDOW MANUFACTURER SPECIFICATION& (DWEATHER RESISTANT JOB NO. J1454
U.c" BARRIER (WRB)
9
AT A 45 DEGREE ANGLE, CAREFULLY CUT THE LEE J. ENGINEERING, INC.
WEATHER RESISTANT
'j�uT I BARRIER ON A DIAGONAL GENTLY RAISE THE
BARRIER (WRB) TOP EDGE OF THE BARRIER UP AND TAPE THE DRAWN: JWj
AT A 45 DEGREE ANGLE. CAREFULLY CUT THE TOP CORNERS AND CENTER TO THE EXTERIOR
WRB SURFACE ABOVE.
BARRIER ON A DIAGONAL GENTLY RAISE THE JAE Y. LEE P.E. (31276)
TOP EDGE OF THE BARRIER UP AND TAPE THE
TOP CORNERS AND CENTER TO THE EXTERIOR INTERIOR VIEW
Y U DATE: 07-09-14
WRB SURFACE ABOVE. TOP LEFT CORNER OF WINDOW
------- 10381 Cypress Lakes Drive,
INTERIOR VIEW
TOP LEFT CORNER OF WINDOW Jacksonville, FL 32256 SCALE: SHOWN
Ph 904-519-1934
Cell 904-234-3518
WINDOW INSTALLATION (METHOD B-1)
DF(AWING NO.
WINDOW INSTALLATION (METHOD A-1) F 44F
WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. WEATHER RES111VE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION.
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. FLASHING APPLIED BEHIND THE MOUNTING FLANGE.
4
L
A
Lo
0
0 bi
c*q
w n Lo t
Cn �- r�l
V) Ln
04
00
fif
0 0 0
V)
0
z Ld
-i
U) -i LLJ
LLJ > z
Z o
0 m
(o (f) a.
< 00 C)
<
1pwp
IL
1 F— —i
A <
wp
F;
wp V)
0,
�21
STOVE
0 [E
0 0
F-o
41�
o-
c
Lij
3: Lij
E
db
00
wp wp
;71
@7- ry
E
<
bi
@=
F—
wp wp
4
A,
RESII;�ENTIAL
z
ELECTRICAL Lr=&ENl:) 0
DUPLEX CONVENIENCE OUTLET SMOKE DETECTOR
U)
WEATHERPROOF DUPLEX OUTLET �-o WALL MOUNTED UGHT w
UGHT SWITCH
EXHAUST FAN
FOAM FLAN CEIUNG�, LIGHT
%-Zl
1/4"
CEILING FAN
cl
3; it
JOB NO.
J1454
DRAWN: iwi
DATE: 07-09-14
SCALE: SHOWN
tj
DRAWING NO.
E - 1