1103 LINKSIDE CT W - REMODEL DRAWINGAdOO 301JJ0
1-1/2' TO NO. DECK
I I I I
14'-5 I/8 TRAY I I
I I GAIRMT
I I
I I I i
I I I I
I I I I
ATTIC I GPT
L
nLAV
5PA
TUB
® I
MSTR.5ATH
01-0 7/
DESK _
'GLG.
q,-41/2* TRAY
VINYL
I z
CARPET
i I
I
I
I
I
I
I
I
I
511VrR
I
u�
I
EXI vTINtS FLOOR PLAN
5G" VW -1W
BUILT-INS
4211 NIP -----
1'H TILE HEARTIi
F - -1
I I
I I
I I
i I
i LIVING ROOM
L — J q'-10 13/16" GL6_
5KYL16F1T GPT
FOYER
9'-10 13/16' UG.
TIL
F-7
I I
I I
I i
I I
I I
L_J
SKYL IGF1T
Y DINIMS
- —2-U2' 5—TE—P DN, 1'-10 131%'U&
GPT
ENTRY
10'-2 3/16' GL6.
1 RIr,K FI -R.
IL
W
---------------
5REAKf=A5T
8'-0 "I/8" GL6.
VINYL I I I I
KITCHEN
W -O Ta" GL6.
VINYL
�
REV[$10N
DESK _
q,-41/2* TRAY
FIAV
CARPET
i I
u�
5" STEP
1 5MDROOM
8'-0' 61_6.
CARPET
W.I.G.
1 GARPET
1 -----
2 -GAR &ARASE
S'-5' GLG.
�EX15T. ATTIG P.D.5
I I
L_____J
No.
REV[$10N
BEDROOM
q,-41/2* TRAY
I I
CARPET
i I
I
�� I
I
i-��
---------------
GPr
/m
X0
W-
of
TILE
L
v y[
6-0 1/4'
--------------
�
I
GL6.
W
Z
w
!X
�O
�
Z0m
Q
m
N
0
Q v
�w
z�
mz
�<
_J
�
LAV
ATTIG
L__J
Polo
ORAWN BY:
CHECKE6:
OATS:
400-19647
SCALE:
5ATH-2
SHEET:
i
EXI
61-01,
O
SFw
1 5MDROOM
8'-0' 61_6.
CARPET
W.I.G.
1 GARPET
1 -----
2 -GAR &ARASE
S'-5' GLG.
�EX15T. ATTIG P.D.5
I I
L_____J
No.
REV[$10N
DATE
Qz
Z �
X0
W-
L
J
W
Z
w
!X
�O
�
Z0m
Q
m
N
0
Q v
�w
z�
mz
�<
_J
�
ORAWN BY:
CHECKE6:
OATS:
400-19647
SCALE:
J OR NQ
SHEET:
EXI
a
T
N
U
0-14 � 241-04
NEW PATIO
29'-.a x 6'-O'
4arp SQ FT.
GOWUMM PAVBRS TBD.
I -I/2" STEP ON.
EXI5TIN6
EXIST. 2-3060 SH EXI5TIM6 — EXIST. 2-3060 S
BUILT -1115 -
42" F/P
Li
18+1 rC1G6 DBL PD
New 2w Q'H TILE I-EARTfI I I
MASTER
II
BEDROOM I II SREAKPAST
q' -51/,5L'- Y I �T I I V-0lw GLG.
I I EX15T. EXIST. I 1 m4 LVP
I 5KYLI611T 5KYLICA4T II
I I I I I I � I II
LIVING ROOM I I Y -O' b '
9-10 W6 ". . . I I J�
I I I I I I tEr4 L1R I 'FillI
I I I I i I
I I L --J L—� Ito
oil
�- — WEN 2W BAR( M — J KITCHEN
MSTR. BATH
i8'1 Tu
UK FOYER off. pom TBD I &-o T/8' ai s.
CAR V40 BAG' CLO.
16'1 Lvp I I
o) J EX. 4b{ x 7'-IO'H ON& I , 9Ipp
9 UAIM PWOTAM IWO
2461INO WMATM/GC ILM Mfg! Sa! PT.
PP WTIWIS NON" G�TIIO%@ liiCi Vt. PT.
DOOTIWO TOTAL. 21" 94. PT.
NWIl I'LOOKIN& OQUARt *OOTAW INFO
woom WAHM
EX. 5068 DBL- DR
AWA
t0wm !'oROom
i
04 Sal. P7:
NAMM KIZ.
VIRTU PLA ,K
I I
NAf M DATHR29*4
STUDY
y
W.I.G. �
2-1�2° STEP DAl
Me ae.
q
SRIJAI'
I 18'l LVP
L24 S& FT.
iB�ILkp -�
VIM'L PLAT K
I �aTn�-1 I
ENTRY
VPM'L PLANK
39 W. PT.
i I
10'-2 3/I6' G)_6.
w
SAT"
TILE
BRICK PLR.
moomoo"
%AM PLANK
L- – – – – – –
moc"Am -3 J"L.Is.
11EM1 f'H7E5TAL—
PH�ISINK
I
I a
6'-01 �-�•
1
1 a
EX15T. 2-301051-1
54
T'-q'�'
I A
IIL*
0
b,.a''
J
9 UAIM PWOTAM IWO
2461INO WMATM/GC ILM Mfg! Sa! PT.
PP WTIWIS NON" G�TIIO%@ liiCi Vt. PT.
DOOTIWO TOTAL. 21" 94. PT.
NWIl I'LOOKIN& OQUARt *OOTAW INFO
woom WAHM
PLOMNS
AWA
t0wm !'oROom
MIM PLANK
04 Sal. P7:
NAMM KIZ.
VIRTU PLA ,K
99 11& PT.
NAf M DATHR29*4
TIJA
1941 & PT.
LIVINd. *O'1'CR
VIMPLANK
a" ea FT.
SRIJAI'
VIM7. *L.ANK
L24 S& FT.
1gT11"h K DISI wl Pmm
VIM'L PLAT K
SMI IN& PT.
LAUN Of
VPM'L PLANK
39 W. PT.
sDE' PAX 4.2
MM PLANK
255 Oft PT.
SAT"
TILE
0 Sal. P'r.
moomoo"
%AM PLANK
I" 541. ter.
moc"Am -3 J"L.Is.
VIM PLANK
2912& Pr.
TVr'A69 mm now imi *a. rr.
VIM'L PLANK it" W. Pr.
- - - - - - - - - - - - -
FLOOR PLAN
-
x
V4
EXIST. 2-3obo SH
-` SEflROOM-3
PANTRY 8'-0' GLG,
WiLvP
DATE
I FT
� i I
IN.
r –I I
I BEDROOM -2 I i
a'-41/2' TRAY
WEN Lvp I I
L J
1
5' STEP 19" WLT-N 05"
//L------�\
LAUNDR'I' STopAm BPSJOW
V-0 7/8" GI -
6 -M4 Lvp
Q
I
I
I a
6'-01 �-�•
1
1 a
8'
Gj
0 1/4" ------- ------
6.
0
I A
I I LK ®�
GAS U►V. � q
0
BA7H-2 18.t o
J
L
NEN TILE w
I
LIWA AM BOST.
J
pDOU;M AND iiNE E5
W/ 18'1 N BA1}RD0W2
-` SEflROOM-3
PANTRY 8'-0' GLG,
WiLvP
� II 1 2 -GAR GARAGE
w 81-5' GL6.
0
EXIST. ATTIC P.q.
L- ----I
EX. 23050 5H
EX. 3060 5H
1
ID
OFFICE COPY
140. REA'SION
DATE
I FT
I�J 1
IN.
r –I I
M6^l LYP
L J
5' STEP 19" WLT-N 05"
SEAT W SHOE W.H.
LAUNDR'I' STopAm BPSJOW
V-0 7/8" GI -
6 -M4 Lvp
� II 1 2 -GAR GARAGE
w 81-5' GL6.
0
EXIST. ATTIC P.q.
L- ----I
EX. 23050 5H
EX. 3060 5H
1
ID
OFFICE COPY
140. REA'SION
DATE
Z
Q
J
0
0
J
L
J
W
z
w
DIY
�L0W
t
Z0m
0
Y■
m
N
o-1
pV
zIn
�i V
m I=
�z
Q
<
DRAWN SY:
�R!•
CHECKED:
DATE:
Dib -Id --n
JON NCj:
SHEET.
A 1
AUG - 8 2017
il �
GENERAL NOTES
1. CODES USED: 2014 FLORIDA BUILDING CODE (5th EDITION), ACI, NDS, APA AND ASCE 7-10. ALL LATEST EDITIONS USED.
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING
JURISDICTION OVER THE WORK.
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR
SHALL NOTIFY THE E.O.R. IF THERE ARE CONFLICTS BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND THE EXISTING FRAMING.
DESIGN SPECIFICATIONS:
DESIGN CODE: 2014 FLORIDA BUILDING CODE (5th EDITION) - EXISTING BUILDIN
OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE AND TWO-FAMILY DWELLINGS)
CONSTRUCTION: TYPE V
BASIC WIND SPEED: 130 MPH (ULT.)
RISK CATEGORY: II
WIND EXPOSURE: B
INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ENCLOSED BUILDING
MAXIMUM (ULT.) C&C DESIGN WIND PRESSURES (PSF):
OPENING SIZE (SF)
EDGE ZONES (3'-0"
FROM
OUTSIDE CORNERS)
INTERIOR
ZONE
0-10
+30.4
and40.7
DESIGN LIVE LOADS:
+30.4
and
(-)33.0
11-20
+29.0
and
H38.0
+29.0
and
(-)31.6
21-50
+27.2
and
- 34.3
+27.2
and
(-)29.8
51-100
+25.9
and
- 31.6
+25.9
andH25.2
28.4
>100
+22.7
and
- 25.2
+22.7
and
NOTE: THE C&C WIND PRESSURES LISTED ABOVE MAY BE
MULTIPLIED
BY 0.6 TO OBTAIN THE
ANCHOR BOLTS
(ALLOWABLE) WIND PRESSURES AS SPECIFIED IN THE FBC
AND
ASCE
7-10.
BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX.
DESIGN LIVE LOADS:
ANCHORINGADHESIVE:
SHALL BE THE FOLLOWING PRODUCT (DUAL CARTRIDGE INSTALLATION
ONLY):
* SIMPSON
ROOF: 20 PSF
FOLLOW ADHESIVE
MFG. GUIDELINES FOR ANCHOR BOLT HOLE SIZE & PRE -CLEANING OF EPDXY ANCHOR HOLES AND
INSTALLATION
UNINHABITABLE ATTICS WITH STORAGE: 20 PSF
zoI_
METAL CONNECTORS:
CONNECTORS SHALL BE SIMPSON STRONG -TIE CONNECTORS UNLESS OTHERWISE
APPROVED BY THE
SOILS:
ENGINEER OF
RECORD (E.O.R.) METAL CONNECTORS: ALL METAL CONNECTORS SHALL BE
INSTALLED WITH THE
QUANTITY AND
ASSUMED MINIMUM ALLOWABLE SOIL BEARING CAPACITY =
2000
PSF.
THE FILL BELOW THE NEW
FOUNDATION SHOULD BE
FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR
ANY
OTHER DELETERIOUS MATERIAL.
SOIL MUST BE
COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY
STRESSES SHALL HAVE THE FOLLOWING PROPERTIES AND SHALL BE A
FOR
A DEPTH OF 2'-0" BELOW
THE BOTTOM OF THE
FOOTING.
Z
O
Q
W
5j"x%" PARALLAM PSL
LJ-
(1.8E) COL. (BY TRUSS -
rUU I INV AINU I-UUIVUAI IUIVJ:
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC AND AS NOTED IN THESE PLANS.
CONCRET
CAST -IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS
& SHALL BE POURED OVER A 6 MIL. VAPOR BARRIER.
I LLL NLIINt UNULMLIN I :
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60 STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC,
ACI 318 AND AS NOTED IN THESE PLANS.
CONCRETE COVER SHALL BE IN ACCORDANCE WITH FBC AND AS FOLLOWS:
3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING
DETAILS OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD
ACCESSORIES DURING THE PLACING OF CONCRETE.
AIN(,MUN
bULIb & AINUMUNIINU AUHLJ)WL:
SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36.
FRAMING
ANCHOR BOLTS
WASHERS: SHALL
BE IN ACCORDANCE WITH ASTM F 436 GRADE 36.
NUTS: SHALL
BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX.
ANCHORINGADHESIVE:
SHALL BE THE FOLLOWING PRODUCT (DUAL CARTRIDGE INSTALLATION
ONLY):
* SIMPSON
STRONG -TIE CO., PRODUCT: SET -XP
FOLLOW ADHESIVE
MFG. GUIDELINES FOR ANCHOR BOLT HOLE SIZE & PRE -CLEANING OF EPDXY ANCHOR HOLES AND
INSTALLATION
PROCEDURES.
zoI_
METAL CONNECTORS:
CONNECTORS SHALL BE SIMPSON STRONG -TIE CONNECTORS UNLESS OTHERWISE
APPROVED BY THE
ALL METAL
ENGINEER OF
RECORD (E.O.R.) METAL CONNECTORS: ALL METAL CONNECTORS SHALL BE
INSTALLED WITH THE
QUANTITY AND
SIZE OF FASTENERS LISTED IN THE CURRENT SIMPSON CATALOG UNDER THE
"MAX." FASTENING
CONFIGURATI
N UNLESS NOTED OTHERWISE ON THESE DRAWINGS.
LVL BEA
S LAMINATED WOOD FRAMING
AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH APA AND THE AMERICAN INSTITUTE
OF TIMBER CONSTRUCTION:
FABRICATION
MINIMUM ALLOWABLE
STRESSES SHALL HAVE THE FOLLOWING PROPERTIES AND SHALL BE A
DRY USE CONDITION:
EBENDING: 20010
KSI (2.0e) SHEAR STRESS (Fv): 285 PSI
FLEXURAL STRESS (Fb): 3100 PSI
SIMPSON STRAPS & JOIST, WEYERHAEUSER) j SIMPSON HOLDOWN
HOLDOWN (TYP.) BELOW END OF BEAM (SEE LINETYPE &
(SEE LINE LINETYPE
SYMBOL KEY BELOW)
& SYMBOL KEY __-...
BELOW) __..._ .. _.. f^_.
�Ic
o , ��� + EXIST. CEILING JOIST (TYP.)
IIII-i�
Z III 00A2 2'-6j'x2'-6"x1'-0" DEEP-//,
EEP II _
CONCRETE FTG. w/(3) #5 BARS I I I
EA. WAY TOP & BOTT.
EXIST. O PLY CEILING BEAM SUPPORTING
PROVIDE (2)2x4 JACK Al ROOF KNEE WALL BELOW RAFTERS
STUD & (2)2x4 KING
STUD ®EA. END OF SIMPSON HU26-2 HGR. w/(12) 16d COMMON NAILS INTO
HDR. SEE DETAIL + Ilc +
A2/S-1 LVL BEA & (6) 1 O COMMON NAILS INTO BEAM
� � �
NEW (3)1.75"x22" LVL BEAM III EXIST. O PLY CEILING BEAM
CLEAR SPAN NOT TO EXCEED 20'-0" II + SUPPORTING KNEE WALL BELOW RAFTERS
FXIST FRCINT nnnF
#5 x 8" DOWEL EPDXIED 4" III
INTO EXIST. SLAB (TYP.)
T
I I
2 -6 x2 -6" x1 -0 DEEP 5ix5l" PARALLAM PSL
CONCRETE FTG. w/(3) #5 BARS (1.8E) COL. (BY TRUSS
EA. WAY TOP & BOTT. JOIST, WEYERHAEUSER)
BELOW END OF BEAM
SIMPSON HOLDOWN
SIMPSON HU26-3 HGR. w/(12) 16d COMMON NAILS INTO
LVL BEA & (6) 10d COMMON NAILS INTO BEAM
SIMP�
NAILS
(SEE LINETYPE & t
SYMBOL KEY BELOW) "` m
@FOUNDA TION & FRAM/NG PLAN
N SCALE. 1 4" = 1'-0"
N
LINETYPE & SYMBOL KEY
-------- NEW FOOTING
NEW BEAM
EXIST. CEILING JOIST & BEAMS
FASTEN (2) SIMPSON MSTA18 FLAT STRAPS w/(7) 10d NAILS
INTO EA. END OR USE (2) MTS12 TWIST STRAPS w/(7) 10d
NAILS INTO EA. END
0 SIMPSON HTT5 HOLDDOWN LOCATION w/(1) J" O THREADED ROD
ANCHOR EPDXIED 6" INTO FTG. (18) 10d NAILS INTO COL.
AA SIMPSON LTT19 HOLDOWN w/(1) J" O x 6" TITEN HD MASONRY
BOLT INTO FTG. & (8) 10d COMMON NAILS INTO STUDS
LUS26 HGR. FASTENED w/(8) 10d COMMON
P. UNLESS NOTED OTHERWISE)
EXIST. DBL.
TOP PLATE
SIMPSON SSP CLIP @ EA.
END OF HDR. FASTENED
w/(7) 10d NAILS
l
HEADER SEE �
PLAN
(2) SIMPSON
STRAPS, SEE
PLAN (TYP.)
PROVIDE (2)2x4 JACK STUDS
& (2)2x4 KING STUDS 0 EA.
END OF HDR. & NAIL EA.
PLY TOGETHER w/(1) 10dx3"
NAIL ® 6" o.c. (TYP.)
SIMPSON LTT19
HOLDOWN w/(1)
J" O x 6" TITEN HD
MASONRY. BOLT
INTO FTG. & (8)
10d COMMON
NAILS INTO STUDS
(TYP.)
EXIST. SILL
PLATE & FTG.
WALE ELEVATION
@ OPENING
SCALE: 1 /9 "- 1 '-n"
SIMPSON H8 w/(5) 8d NAILS EA.
END
EXIST. CEILING JOIST
b d
°4-
e�-f
FASTEN PLIES TOGETHER w/
16d COMMON NAILS
a min. = 2" b min. = 3"
C=Bi" d= 12"
emin. =3"
CONNECTION DIAGRAM
SCALE: N.T.S.
NEW (3) PLY LVL BEAM, SEE
PLAN FOR SIZE AND SEE
CONNECTION DIAGRAM FOR
PLY -TO -PLY NAILING
FASTEN BEAM TO COL. w/(2)
SIMPSON STRAPS 0 EA. END
OF BEAM, SEE PLAN
5j"x5j" PARALLAM PSL (1.8E)
COL. (BY TRUSS JOIST,
WEYERHAEUSER) BELOW EA. END
OF BEAM
2' -6"x2' -6"x1'-0" DEEP CONCRETE FTG.
w/(3) #5 BARS EA. WAY TOP & BOTT.
FASTEN EA. JOIST TO TOP OF NEW
LVL BEAM w/(2) 12d COMMON
TOE -NAILS
EXIST. CEILING
JOIST/BEAM
SIMPSON MGR. SEE
PLAN
SIMPSON HOLDOWN SEE PLAN
P.T. 2x6 SILL PLATE
#5 x 8" DOWEL EPDXIED 4"
INTO EXIST. SLAB (TYP.)
COPY
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY: DATE:
FOOTING
&
FRAMING
DETAIL
0
C:d
3/4"=l'-O"
SCALE:/,o
odow L%%lo
ALLISON ENGINEERING SERVICES, PLLC
P.O. BOX 8222
JACKSONVILLE, FL 32239-0222
(904)708-0966
FLORIDA COA # 31833
�=cn
REVISIONS
N0. I DATE
CONTRACTOR:
YOUR TOTAL HOME EXPERTS
13111 HAMMOCK CIRCLE S
JACKSONVILLE, FL 32225
CBC 1256345
s1
LLJ
U
O LL.I
LLj -
0 c
LZ
cr
Li
Lj U
--� Q
LLJ
tz
Q
DESIGNED/DRAWN BY:
JA A
DATE:
7.19.17
PROJECT NO.
17-1069
S-7
Cid
C:d
W
0
z
Q
zoI_
�-
Q
Q
CD
LLI
7
0
75
Z
O
Q
W
CD
LJ-
DESIGNED/DRAWN BY:
JA A
DATE:
7.19.17
PROJECT NO.
17-1069
S-7