1820 N SHERRY DR RESA18-0031 RESA PERMIT RESIDENTIAL ADDITION PERMIT PERMIT NUMBER
41110.,
Js,
CITY OF ATLANTIC BEACH RESA18-0031
Ky- 800 SEMINOLE ROAD ISSUED: 12/21/2018
�� !Yr'
! � ATLANTIC BEACH. FL 32233 EXPIRES: 6/19/2019
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts,state agencies, or federal agencies.
JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK:
RESIDENTIAL ADDITION SINGLE
1820 N SHERRY DR OR TWO FAMILY RESIDENTIAL ADDITION AND REPAIR $121500.00
ADDITION
TYPE OF REAL ESTATE BUILDING USE
CONSTRUCTION: NUMBER: ZONING: GROUP: SUBDIVISION:
172020 0776 SELVA MARINA UNIT
10B
COMPANY: ADDRESS: CITY: STATE: ZIP:
COURSE CONTRACTING 1551 Peachtree CIR JACKSONVILLE FL 32207
LLC
OWNER: ADDRESS: CITY: STATE: ZIP:
YOUNG SARAH L 1820 SHERRY DR N ATLANTIC BEACH FL 32233
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
LIST OF CONDITIONS
Roll off container company must be on City approved list. Container cannot be placed on City right-of-way.
1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247
-5814)to request an Erosion and Sediment Control Inspection prior to start of construction.
Issued Date: 12/21/2018 1 of 2
21" 0 10, 20. ORIGINAL FIELD WORK
COMPLETED BY:
TARGET SURVEYING, LLC
GRAPHIC SCALE (In Feet) DATED: 04/04/2017
1 inch = 20 ft. SURVEY #286413
OPIGINhrlON DENGWIAPK
DUVAL COUNTY BRASS DISK
"R 688 DI -5741"
N.A.V.D. 1988 ELEVATION =4.12
LOT 6 W... ,
LOT 3
N Q
SET 112" (BEARING BASIS
IRONROD (BE ) FOUND 1/2" ,
LB #7463 189 10'22"E 94.62' Vit,, IRON PIPE
,l
0. IN . , ,� *' 30.0
W •08
co � c�, '•`� x,�ry p`Q �
A/C
_ cy
7-7 34
_ _ _ ,ten,• � � L .:�
a
A/C
18.6' m Z11
I :.* v o
w F-
m _. w
rz�
��S�b��C� �?�>�ry ^� z w D ON N �` zo j
RETE# I8Z0 » 'o = °� :� " ]M �120'�'`SH FLOOR18.6'O A/C VATION = '14
2 N.A.V.D. T HIGHEST »»*w O . "d7LOT % 3 N.A.V.D. 7 6' �.
LOT 2 v--
M
4^
C) ,
z ,
5' UTILIn
EASEM61
oC i _'I
—
LOT 1 FOUND 1/2"
IRON PIPE L
1. LEGAL DESCRIPTION PROVIDED BY CLIENT
2. NO SEARCH OF THE PUBLIC RECORD FOR THE P
3. NO SUBSURFACE IMPROVEMENTS WERE LOCAT
4. ALL ANGLES AND DISTANCES SHOWN HEREON P
5. THE BEARINGS SHOWN HEREON ARE BASED ON
C) IV I." p I. � ,
32 2' ►S.. »
o, 0.9' WINDOW, X°`
NOOKLLI
co .....� CD <,
1C/)
co
5.0' 6.4' 5.0' O + O
'
lb
qo p'^^
��. N N v J
x � .
C4X � �X' '\p• i .i
to
$ n'
,.`b' - 30.0' i Y
x_ co
S89° 10'34"W 86.93' Nom. = z
FOUND 1/2" a :,. zo
IRON PIPE w Q
ul
LOT $ .1 L-
CM i (nW
BLOCK
CORNER
POSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE
AS PART OF THIS SURVEY
BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED
E NORTHERLY PROPERTY LINE, ASSUMED TO BEAR N89°10'22"E.
■
■
LOCATION MAP NOTTO XWE
L,ff6hL 0f5CP/P7-/0N;
LOT 7, SELVA MARINA UNIT NO. 10-B, ACCORDING TO
THE PLAT THEREOF RECORDED IN PLAT BOOK 36, PAGE
61, OF THE CURRENT PUBLIC RECORDS OF DUVAL
COUNTY, FLORIDA.
FLOOD NONE: x OFFICE COPY
COMMUNITY NUMBER: 120075
PANEL: 12031 CO407
SUFFIX: H
t MWEVIA7-10N Off SGP/Pr/0N;
LL
O
AIR CONDITIONER
CIL
a
I.D.
tv
o
Z
Q
CL
o
iv
O
RNV
RIGHT OF WAY
LL
a �
Lu
Lu
J
_ac
of
Qui-
1. ADDED FINISH
FLOOR ELEVATION ... 12-04-2018
z
�W
O
m
A/C
AIR CONDITIONER
CIL
CENTERLINE
I.D.
IDENTIFICATION
LB
LICENSED BUSINESS
N.A.V.D.
NORTH AMERICAN VERTICAL DATUM
P
PLAT
RNV
RIGHT OF WAY
X
-k
TOPOGRAPHIC ELEVATION
REVISIONS:
1. ADDED FINISH
FLOOR ELEVATION ... 12-04-2018
Kenneth J. Osborne PSM #6415
THIS SURVEY IS NOT VALID WITHOUT
THE SIGNATURE AND THE ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER
Project �r.t
C-16687
Date
11-02-2018
Soale 1 of 1
1"=20'
U
M
pp
M
�
O
o
�W
Zi�
a
M
0
N
O
Z
20' 0 10 20'
GRAPHIC SCALE (In Feet)
1 inch = ft2o
SET 1/2"
IRON ROD
LOT 3 LB #7463
1'N
uj
co
o � Oco
ORIGINAL FIELD WORK
COMPLETED BY:
TARGET SURVEYING, LLC
DATED: 04/04/2017
SURVEY #286413
LOT 6
OFIGINhilON D�NGtl1"'fAfK
DUVAL COUNTY BRASS DISK
"R 688 DL5741"
N.A.V.D.1988 ELEVATION =4.12
(BEARING BASIS) FOUND v2"
N09010122"E 94.62' ry IRON PIPE
/ +.V* l0 30.0' , '
• III ��x
Stix ry� �• o
'•`V x'`ry o`o
II �•
NOTfS;
A/C
'13,0'
SHED ON
CONCRETE
3.f F�5MNCF
# 1820
WOOD
32 '
19
moo.
00
R
x
o'
A/C ohs 1 0 : 2 ao .. I
uj
1-v LULU uj
Ci
o e� f Vim' '.z'• � .tn w'' -. a
N t��
'Z
12.0
18.6
• �O O a
7.6 •i Fs -1
,.Q ' ^* cc::,)
0 ?� x ,
0.9' WINDOW
NOOK W
Cfl f �.,
ti co° CC -4.4
4®
5.0' 6.4 5.0' ,�`� o
C
0 1 0 I Z
0
N N v)
63 to
acb
o.5's S89° 10'34"W 86.93'
FOUND 1/2"
LOT 1 FOUND 1/2" IRON PIPE
IRON PIPE
LOT 8
BLOCK
CORNER-
1
ORNER —
O�x
�O.
1. LEGAL DESCRIPTION PROVIDED BY CLIENT
2. NO SEARCH OF THE PUBLIC RECORD FOR THE PUR OSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE
3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED S PART OF THIS SURVEY
4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE DOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED
5. THE BEARINGS SHOWN HEREON ARE BASED ON THENORTHERLY PROPERTY LINE, ASSUMED TO BEAR N89010'22"E.
i
LOCATION MAP narrosc LE
L�6�L D�5G1Z11 �fiION,�
LOT 7, SELVA MARINA UNIT NO. 10-13, ACCORDING TO
THE PLAT THEREOF RECORDED IN PLAT BOOK 36, PAGE
61, OF THE CURRENT PUBLIC RECORDS OF DUVAL
COUNTY, FLORIDA.
FLOOD ZONE: X
COMMUNITY NUMBER: 120075
PANEL:12031CO407
SUFFIX: H
ApoprvIIJriON PE-15MMOU
A/C
AIR CONDITIONER
C/L
CENTERLINE
I.D.
IDENTIFICATION
Q,
LICENSED BUSINESS
M
NORTH AMERICAN VERTICAL DATUM
O
O
A/C
RNV
RIGHT OF WAY
0 1. 1
W
LOT 7
LOT 2
Lu
r
h�
^ryti
LO
O
Z�
>\�
o
PAVE
OLD E N I E
z
-_
5' UTIL
D
O
EASEM
W
� 3
z
m
CD
NOTfS;
A/C
'13,0'
SHED ON
CONCRETE
3.f F�5MNCF
# 1820
WOOD
32 '
19
moo.
00
R
x
o'
A/C ohs 1 0 : 2 ao .. I
uj
1-v LULU uj
Ci
o e� f Vim' '.z'• � .tn w'' -. a
N t��
'Z
12.0
18.6
• �O O a
7.6 •i Fs -1
,.Q ' ^* cc::,)
0 ?� x ,
0.9' WINDOW
NOOK W
Cfl f �.,
ti co° CC -4.4
4®
5.0' 6.4 5.0' ,�`� o
C
0 1 0 I Z
0
N N v)
63 to
acb
o.5's S89° 10'34"W 86.93'
FOUND 1/2"
LOT 1 FOUND 1/2" IRON PIPE
IRON PIPE
LOT 8
BLOCK
CORNER-
1
ORNER —
O�x
�O.
1. LEGAL DESCRIPTION PROVIDED BY CLIENT
2. NO SEARCH OF THE PUBLIC RECORD FOR THE PUR OSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE
3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED S PART OF THIS SURVEY
4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE DOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED
5. THE BEARINGS SHOWN HEREON ARE BASED ON THENORTHERLY PROPERTY LINE, ASSUMED TO BEAR N89010'22"E.
i
LOCATION MAP narrosc LE
L�6�L D�5G1Z11 �fiION,�
LOT 7, SELVA MARINA UNIT NO. 10-13, ACCORDING TO
THE PLAT THEREOF RECORDED IN PLAT BOOK 36, PAGE
61, OF THE CURRENT PUBLIC RECORDS OF DUVAL
COUNTY, FLORIDA.
FLOOD ZONE: X
COMMUNITY NUMBER: 120075
PANEL:12031CO407
SUFFIX: H
ApoprvIIJriON PE-15MMOU
A/C
AIR CONDITIONER
C/L
CENTERLINE
I.D.
IDENTIFICATION
LB
LICENSED BUSINESS
N.A.V.D.
NORTH AMERICAN VERTICAL DATUM
P
PLAT
RNV
RIGHT OF WAY
X TOPOGRAPHIC ELEVATION
2
Kenneth J. Osborne PSM #6415
THIS SURVEY IS NOT VALID WITHOUT
THE SIGNATURE AND THE ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER
u-
0
W M
�
O
Z�
CL
Z'�
o
2
QG
0 1. 1
W
Lu
E'u
CA
o
z
-_
D
O
W
� 3
z
m
o
o
00
Project a"a
C-16687
Date
11-02-2018
Scale 1 OF 1
1"=20'
0 0 �
W M
�
aU
'Inn
o
W
� 3
z
I�
_
w
o
o
00
a
w
v'�
a
5�
s
N
0
wX0
z M z
w
Mn
Ow
~ J
0Z
0 —
Z06
;�r,
w
z0
U) w
X
w
6-0" EXISTING
:2
NOTES
SCALE DRAWINGS. USE ONLY DIMENSIONS SHOWN ON
'S. IF DIMENSIONS ARE IN QUESTION, THE BUILDER
RESPONSIBLE FOR OBTAINING CLARIFICATION
CONTINUING WITH CONSTRUCTION. BUILDER SHALL
kLL DIMEN IONS & CONDITIONS AT JOBSITE.
DNS SHOW ARE TO FACE OF FRAMING OR
-INE OF ST RUCURE UNLESS OTHERWISE NOTED.
DOORS SO THAT DOOR CASING ABUTS WALL FINISH OF
qT WALL U LESS OTHERWISE NOTED.
SHALL CO RDINATE ALL SHELVING & STORAGE
_MENTS WI -H DESIGNER OR OWNER.
VENT OF Af JY DISCREPANCIES, IMMEDIATELY NOTIFY
SER. DON T PROCEED WITH AFFECTED WORK UNTIL
H ISSUES HAVE BEEN FULLY RESOLVED.
STRUCTIO SHALL BE PERFORMED IN ACCORDANCE
L CODES, R GULATIONS, AND RESTRICTIONS HAVING
TION.
ELECTRICAL LEGEND
Tv
CABLE
3'
DUPLEX OUTLET
C7
220 OUTLET
@
QUADRAPLEX OUTLET
@
GFI
GFI RECEPTACLE
6
EXTERIOR/GFI RECEPTACLE
LL
SWITCH
3
3 -WAY SWITCH
SD
SMOKE DETECTOR
CM
CARBON
MONOXIDE
DETECTOR
CH
COUNTERTOP HEIGHT
NOTES:
1. TELEPHONE OUTLETS TO BE'CAT 5E' WIRE.
2. SMOKE DETECTION PER FIRE CODE.
3. SERVICE PANEL AND ELECTRIC METER
LOCATION TO BE DETERMINED W/ INPUT FROM THE
OWNER AND LOCAL UTILITY COMPANY.
4. ALL RECEPTACLE TO HAVE ARC -FAULT CIRCUIT
INTERRUPTERS PER ARTICLE 210-12.
5. HVAC DISCONNECT TO BE PROVIDED BY
MECHANICAL SUBCONTRACTOR.
6. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE
WITH LATEST EDITION OF NEC AND FBC.
7. 100% OF ALL INTERIOR AND EXTERIOR
PERMANENT LIGHT FIXTURES TO USE CFL/LED
LAMPS.
C)f
II
19'-9" 13-10"
LO
PROJECT ADDRESS
- ------
DRAWING INDEX
3'
6" T-0" -- -or ;'0
-T 6'
C7
OUTDOOR
;`A
lk
1
z
LIVING AREA
MI RO MIXEI �
4" STE
LL
VAULTED T&G CEILING
_
I -�
0 10
I
PROVIDE SKYLIGHTS PER OWf
IER
CODE ENFORCEMENT JURISDICTION: CITY OF ATLANTIC BEACH
z
0 SELECTIONS & LOCATIONS
,8--
��t r
4F
ZI
SPRINKLED: NO
FIRE DISTRICT: NO
14
I----
co
------ -
��
18 C( OPEII C-tG-V*-SKYLtG-ITS
�
Q
-1
U w_
YO
O
B o
,
�z
A2 O � D 1
O
(D
1
0
17'-7" ALIGN W/ EXISTING
7'-2"
F
5'-0" OVERHANG
lo
00
Zp�o
�0Qo�
� w
�'w2
W UU=cp
O w p N
''' U)0
Uj
azl I
4'-0" II
3/0
CH GFI \FW REF \
-1 1
11' 6" \
0 LI
"X45.75" 130"X45.75" — — KITCHEN —
KYGHT SKYLIGHT
- J _ J 10' CEILING
2'-8"x5' DH 2'-8"x5' DH OVEN NEW DESIGN
wlNDow FIREPLACE WINDOW
BY OTHERS
REMOVE EXISTING WIND
NEW CASED!OPENINC
FIRST FL
SCA -E: 1/4" = T-0"
it
OOR PLAN
FAM I LY
EXISTING
YOUNG RESIDENCE RENOVATION
PROJECT ADDRESS
- ------
DRAWING INDEX
3'
6" T-0" -- -or ;'0
-T 6'
C7
A2 EXTERIOR ELEVATIONS AND DETAILS
WORK AREA -
� - -- -
z
�'
MI RO MIXEI �
4" STE
NEW A/C: 322 SQ. FT.
CEILING HEIGHT
-wo
I -�
0 10
I
0
BUILDING CODE SUMMARY
CODE ENFORCEMENT JURISDICTION: CITY OF ATLANTIC BEACH
z
I-
C AN "IFIION: RESIDENTIAL (R-3)
��t r
4F
a-
0 O
SPRINKLED: NO
FIRE DISTRICT: NO
14
w
��
18 C( OPEII C-tG-V*-SKYLtG-ITS
0 LI
"X45.75" 130"X45.75" — — KITCHEN —
KYGHT SKYLIGHT
- J _ J 10' CEILING
2'-8"x5' DH 2'-8"x5' DH OVEN NEW DESIGN
wlNDow FIREPLACE WINDOW
BY OTHERS
REMOVE EXISTING WIND
NEW CASED!OPENINC
FIRST FL
SCA -E: 1/4" = T-0"
it
OOR PLAN
FAM I LY
EXISTING
YOUNG RESIDENCE RENOVATION
PROJECT ADDRESS
- ------
DRAWING INDEX
1820 SHERRY DRIVE N.
Al RENOVATION PLANS
ATLANTIC BEACH, FL 32233
A2 EXTERIOR ELEVATIONS AND DETAILS
WORK AREA -
EXISTING FIRST FLOOR A/C: 1,480 SQ. FT.
REMOVED AND
EXISTING SECOND FLOOR A/C: 1,315 SQ. FT.
4" STE
NEW A/C: 322 SQ. FT.
CEILING HEIGHT
NEW TOTAL A/C: 3,117 SQ. FT.
NEW A/C VOLUME: 3,222 CU. FT.
I
0
BUILDING CODE SUMMARY
CODE ENFORCEMENT JURISDICTION: CITY OF ATLANTIC BEACH
WIND ZONE: 130 MPH (WIND-BORNE DEBRIS)
FLORIDA BUILDING CODE 2017 - 6TH EDITION
C AN "IFIION: RESIDENTIAL (R-3)
ALTERATION LEVEL: 2
N ION TYPE: TYPE V -B (WOOD FRAME ADDITION)
SPRINKLED: NO
FIRE DISTRICT: NO
LIVING
EXISTING 8' CLG
-0" EXISTING
10'
*
0
ROOM
c�
o z
TRAY CLG TO BE
Q
w
REMOVED AND
4" STE
a
CEILING HEIGHT
e
n.
0
o
U) w
TO BE INCREASE
i
U)
TO MAX POSSIBLE
w
U
Q
Ow
�z
W
CD
Of
L
Q
2/6
O
z
Q
A
A2
LAUNDRY
REMOVE EXISTINGE,
KITCHEN CABINETRY,
FIXTURES, APPLIANCES
O- ----------------
I DI
MUD ROOM
— — — t3UILl-1N5
EXISTING ELECTRICAL TO REMAIN
O
0
z
Q
r
— —tit — —
w
O `
z
MA;TER
w 8' CLG
ALIGN W/ EXISTING
z
w
c�
I--
2/6
Q
4" STE
e
n.
0
o
LAUNDRY
REMOVE EXISTINGE,
KITCHEN CABINETRY,
FIXTURES, APPLIANCES
O- ----------------
I DI
MUD ROOM
— — — t3UILl-1N5
EXISTING ELECTRICAL TO REMAIN
O
0
z
Q
r
— —tit — —
w
O `
z
MA;TER
w 8' CLG
ALIGN W/ EXISTING
3-0" 5'-6" EXITTIN
2/6_ J!2/4J
WALK-IN
LIN IN . 1 O w
CLO ET - o
I MASTER 2/0 z
I BATH
I � 8' CLG ,lo Q0
-- I NEW x34"
„ �7�
FRE TANDINCLSET 6 10 NEW VANITY
ATH�UBz6'10" CLGO
v
I-------- ���0 H v
I
GARAGE
EXISTING
RELOCATE
HVAC UNIT �?
C
A2
JuhanneN.
Overby, RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
FL. AR -0017060 • FL. ID -4621
LIJ
0 M
z zN
N
W W M
J
Q � �
U
wRQ
I..L W
ry
W
m
W CSO.
O Z rT
i ,z ni
OUzl
�0--p= .
A Q 6 4
6► .�' �.+� r` 1 U J c cry
O
w r <
REVISION 4J1 >^. i rl
BP# ��� O018 ~ ` r
DATE^/ 1, /
SIGNED La
A,11-2-18 REVISIONS PER CITY COMMENTS
DATE ISSUED:
OCTOBER 19, 2018
NOTE:
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11 "X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
RENOVATION
PLANS
2013
O�
Al
1OVERBYi
�r
PERMIT SET
��STER
I
U)
CLOSET,�I
( 8' CLG
0
O
z
2
OzW
a
i
Q
0W0
Z Z Z
I —
3-0" 5'-6" EXITTIN
2/6_ J!2/4J
WALK-IN
LIN IN . 1 O w
CLO ET - o
I MASTER 2/0 z
I BATH
I � 8' CLG ,lo Q0
-- I NEW x34"
„ �7�
FRE TANDINCLSET 6 10 NEW VANITY
ATH�UBz6'10" CLGO
v
I-------- ���0 H v
I
GARAGE
EXISTING
RELOCATE
HVAC UNIT �?
C
A2
JuhanneN.
Overby, RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
FL. AR -0017060 • FL. ID -4621
LIJ
0 M
z zN
N
W W M
J
Q � �
U
wRQ
I..L W
ry
W
m
W CSO.
O Z rT
i ,z ni
OUzl
�0--p= .
A Q 6 4
6► .�' �.+� r` 1 U J c cry
O
w r <
REVISION 4J1 >^. i rl
BP# ��� O018 ~ ` r
DATE^/ 1, /
SIGNED La
A,11-2-18 REVISIONS PER CITY COMMENTS
DATE ISSUED:
OCTOBER 19, 2018
NOTE:
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11 "X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
RENOVATION
PLANS
2013
O�
Al
1OVERBYi
�r
PERMIT SET
��STER
U100D FRAi-E CONSTRUCTION
CODE CO^^'IPL�I/N. T UNDO- INSTA__=.TION METILOD CFB R�03.o @ _
WEGTHER t'`-SITIVE PARR'.R <WRB1 APPLIED PRIOR TO THE [LINC;O,I INSTALL4TION.
FL -5-111;•s APPLI=D QyE@ -f-E FACE OF THE f'OINTf� F1 141"E.
STEMS SEO.T.';ON..A
I liN WATER S'-VEDD FA4HIOh 'VIROJGH J.INDQU JAMB
�TARTIVG 4- THE 3lR= 6
'.8 WALL . IArctl`li TOi'A40S
'HE tCa. MBTALL THE
THE DF 5EA A4T BEAD ;
(f.A—Y SLL F-ASHIHG'ia6"1 FLFJK'sE.--\ /
j) —Y BEAD
A BACK
_AlICa O EAD . DOTH
A SEAL 'EHE WM FRNVE "IO OP It. `y_y„a-
D.ryryT1T!yyg19 __ TO p ?6' µ}- "I O rHE BAC55 DE
90TTOM ANG4vinG I1 M [RIOR1 GF
THE
DGU EL?I.-t. M L 1_ r--C�
V gA.."HED FOL -s OR 9LO 5 ,\
ZU se -w xwus Li Il = FLAsuING—�
.acREuS TO FACILITATE
QJAHE FLASHING SEALe4t BEAD eETLE �:
(?) A�F4.Y JArB q.ASHiw II FLAeHMG NID HO.MTIFki FLAIL'.=_.
HE
ONE. S l H_ '-'A' NG ArG.S AT
p=RY BEAD OF EEA , I THE 10P HEAD) H 91 - /JAMBe CF Wh.DdL.
�\ E'le� 'AVB FLASHRG `!TO SEAL AI.D ASTEN �.
(� A=BLY HEAD F_A -T-
g RE`rOR �NOJ^AY APPLIED
/.
TAPE. AL' WM LLRB TO
-LAY
FLAT .2. FLASFI
APPLY IOW SHE OUT - TA
O.£R IAGdJA AT HEAD
51
FLASHING AT HE D EYT_ND3 I'.
i I 154EAD_-LAeF NG
�� Asa. RE'/Ia.sLT
I A Y '' APDL E'�3EALAN FL. SFMG AES
i�l I. qj Y
-
a+E�sE.:E e� HEm
BEY
AI ,
'S1JAM3 FLASHIVC2 '
EZTEND : FLAEHMG t0 % _. ___
CF JAMB E - HEAL. D
F HE UNDER FLAP 5EALAN
GF LRD AT TF6EE RAY., � (� �I ,�, � `
9t' .L. SHhG
1
S
- ND ApAL4''1"NDpJT E 50,1
J`IeaA4D LE.2_ CONDiT CtJ US CORRO 104
•`j`R rz=•'AVFlL111RER S�ECIFICAtI0N6 P_R
I 1
COt EATHE[R RE5s5TAt\T.
A' A 49 DEGREE A1JCiE, CAZNLLY CUT THE \
�9ARR -R GN A pIK+DV -NT:Y Ra BE THE ',,, I
TOP EDC= 6 -HE 3. RRI '? AND APE THE
� roP cc¢�� Ary cera -R ro n. TEwaz I.
LRa wFSACE ADO`r.
INTER'OR VIE'J
T1-- LE CORNER C= W'NGOL _.
l 1� � NOTES:
pl
to 1. flashN to be flepble self-adhesive type (min. 4" wide)
$ill pan flashing
•\ 2. coversill to at least depth of window, plus 2' onto face of wrt
—siopetl surface
( optional) 3. the pan shall direct water to the exterior over sill flashing
sill plate 4. install flashing around remaining window unit
@ 5. weather resistive barrier to form water shedding laps
see note p2 � SILL PAN FLASHING
weather resistive
barrier NTS (optional)
wall sheathing ----',
P-eparea by 504F First Coast Chapter 9-11-2013
NOTE: THIS DETAIL USED FOR DOORS & WINDOW.
ALL FLASHING TO MEET FBC R903.2.1, R905.2.8. &
R703.8 AND INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS.
ASPHALT SHINGLE —
ROOF ON 15# ROOFING
TO MATCH EXISTING
FELT OVER 7/16"
EXT. SHEATHING
METAL HURRICANE CLIP
AS REQUIRED
BY CODE—
SEE STRUCTURAL
12
6 MATCH
EXISTING
METAL DRIP OVER
VINYL FASCIA OVER
2X6 SUB FASCIA
TO MATCH EXISTING
VARIES
MATCH EXISTING
OVERHANG
2X4 EXTERIOR WALL'— W/
z" OSB SHEATHING
WRAPPED IN
WATERPROOFING MEMBRANE
INSTALL HARDIPLANK LAP
SIDING PER
MANUFACTURER'S
RECOMMENDATIONS
R-38 INSULATION
1/2" GYP. BOARD
—13 INSULATION
SLOPE
e — g =
FE� F3
i F= i F] I=I __� 111-
III - III — A .1
I-�
2"x4"
BOTTOM PLATE
NEW ROOF LINE
TO MATCH
EXISTING
CLG. = 8'-0" _ -
T02
_-
�-
o --
ci
m
f= EXTERIOR FINISH—
TO MATCH
G7 EXISTING
S
- — F.F. U-0" _ - -
STEM WALL PAINTED
I
NEW CLOSET ADDITION
TO ALIGN W/ EXISTING I
A REAR ELEVATION
A2
SCALE: 1/4" = V-0"
NEW ROOF LINE TO MATCH EX
STING
— 4" CONCRETE SLAB OVER
CY,
M
VAPOR BARRIER
~
N
N
SEE STRUCTURAL DRAWING
O
M
z
J
EXTERIOR FINISH TO MATCH E
ISTING w
LL
—1/2" EXP. JOINT
v
2
—GROUT FILLED 8" CMU
q
STEMWALL
00
— CONT. CONCRETE FOOTING
m
SEE STRUCTURAL DRAWINGS
—
U
ADDITION WALL SECTION
SCALE=:3/4" = T-0"
NEW CLOSET ADDITION TO ALIGN W/ EXISTING
DcSIDE ELEVATIONSCALE: 1/4" = T-0"
F.F. _ -411
fx V V 1— r -
SCALE: 1/8" = T-0"
ACCENT STONEA
.r I� CHIMNEY STACK
NEW ROOF LINE TO BE
OVER -FRAMED & MATCH EXISTING
-0" OVER
\ EXTERIOR FINISH
\ TO MATCH
\ EXISTING
n
_
F.F. 0t-0
STEM WALL PAINTED TO MATCH
NEW KITCHEN ADDITION TO ALIGN W/ EXISTING
EW ROOF LINE TO MATCH
EXISTING
20'-0" NEW OUTDOOR LIVING AREA ADDITION - VAULTED CEILING
ACCENT STONE
CHIMNEY STACK
- - -` - 12
- CONFIRM 6
EXISTING
EXISTING TO REMAIN
LLJ �—
��
-T VAULTED T&G CEILING
Alf OUTDOOR LIVING A EA
CLG. =101-011
F.F. = -4"
NECLG. = 10'-0"
EXISWTI = 8'-0"
Julianne N.
Overby,RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
FL. AR -0017060 • FL. ID -4621
W
U
CY,
M
z
Z
N
N
L
W
M
J
Q
�
LL
2
LLI
ryW
EY
W
m
Ur
2
U
z
p
Z
: D
(N
00J
0
a
DATE ISSUED:
OCTOBER 19, 2018
NOTE:
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11"X1711
MEDIA, DRAWING SCALE
IS HALF -SIZED.
EXTERIOR
ELEVATIONS
AND
_t :r
DETAILS
ISTING TO REMAIN
EXTERIOR FINISH
MOVE EXIS ING TO MATCH �I
ENCH DO S EXISTING
RUCTURA O
PR IDE HEAD FOR
NE 12' SLIDER OOR10 "2
��18
0 -
STEM WALL PAINTED TO MATCH RB , ,~?t
M. ..,k,FL
Q
NEW ADDITION TO ALIGN W/ EXISTING/ \W
SIDE ELEVATION ,
13
PERMIT SET
SCALE: 1/4" = V-0"
ON
GARAGE FRONT ELEVATION
SCALE: 1/4'' = 1'-J"
--------
m GARAGE FLOOR
71')_
SCALE: 1/4'' = 1'-0"
PLAN B
A3
Y1
K`B� GARAGE SIDE ELEVATION
SCALE: 1/4" = 1'-0"
U
LL
S
X
G
Julianne N.
Overby, RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverbv@att.net
FL. AR -0017060 • FL. ID -4621
W
C)(Y)
(Y)
Z
ZN
N
W
W
M
J
QFro
L.L
DU)
W
C)=
w
wm
(D
=
U
Z
U)
�=
c)
z
: D00J
C\1
O�a
DATE ISSUED:
OCTOBER 19, 2018
NOTE:
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11 "X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
r C7,
COP
cif
DETACHED
GARAGE
PLAN AND
ELEVATIONS
rc_'� GARAGE REAR ELEVATION o�' B
A3 SCALE:1/4" = 1'-0''
�•
410,
dp
FG I STE
A3
PERMIT SET
GENERAL DEMOLITION NOTES:
1. ALL DEMOLITION WORK TO BE PERFORMED UNDER G.C.
CONTRACT. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS.
2. SURVEY EXISTING CONDITIONS OF THE BUILDING TO DETERMINE
IF REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL
DEFICIENCY TO ANY PORTION OF THE STRUCTURE OR ADJACENT
STRUCTURES. NOTIFY THE ARCHITECT AND STRUCTURAL
ENGINEER IN WRITING PRIOR TO COMMENCING ANY ADDITIONAL
WORK FOR DIRECTION IF DEFICIENCIES ARE NOTED.
3. TURN OFF NECESSARY POWER AND UTILITIES PRIOR TO
COMMENCING ANY DEMOLITION WORK.
4. ITEMS INDICATED TO BE REMOVED SHALL BE REMOVED AND
LEGALLY DISPOSED OF IN ACCORDANCE WITH APPLICABLE
CODES.
5. PROTECT EXISTING ITEMS TO REMAIN. THESE ITEMS TO BE
COORDINATED WITH THE OWNER PRIOR TO ANY DEMO WORK.
6. DEMO AND REMOVE EXISTING INTERIOR DOOR / DOOR FRAME /
DOOR SILL /CASING UNLESS OTHERWISE NOTED (U.O.N) ON
PLAN.
7. CUT OPENINGS NEATLY AND HOLES PLUMB, SQUARE AND TRUE
TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST
LIKELY TO DAMAGE CONSTRUCTION TO REMAINING OR
ADJOINING CONSTRUCTION.
8. ANY FIRE EXTINGUISHERS TO BE REMOVED AND STORED FOR
FUTURE USE.
9. AUTHORIZED CONSTRUCTION PERSONNEL ONLY WITHIN THE
CONSTRUCTION AREA.
10. WORK TO BE DONE IN SUCH A MANNER AS TO HAVE MINIMUM
DISRUPTION TO ONGOING CITY BUSINESS AND PARKING LOT.
11. CODES AND REGULATIONS: COMPLY WITH GOVERNING CODES
AND REGULATIONS.
12. USE EXPERIENCED WORKERS.
13. OCCUPANCY: IMMEDIATE AREAS OF WORK MAY BE OCCUPIED
DURING DEMOLITION BY THE HOME OWNERS.
14. DEMOI-ISH DESIGNATED IMPROVEMENTS AS NECESSARY TO
IMPLEM1 NT RENOVATION PLAN.
15. IMPLEMENT POLLUTION CONTROL DURING BUILDING
DEMOLITION.
16. HAZARDOUS MATERIALS: IF HAZARDOUS MATERIALS ARE
NOTED THEY WILL BE REMOVED UNDER SEPARATE CONTRACT.
NOTIFY OWNER IF HAZARDOUS MATERIAL IS DISCOVERED TO BE
PRESENT.
17. DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS
INDICATED TO REMAIN. ITEMS OF SALVAGE VALUE, NOT
SPECIFIED ITEMS TO BE RETURNED TO OWNER, SHALL BE
REMOVED FROM STRUCTURE. STORAGE OR SALE OF ITEMS IS
PROHIBITED.
18. UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP
OFF UTILITIES IN AREAS TO BE DEMOLISHED.
19. SHORING AND BRACING: PROVIDE AND MAINTAIN INTERIOR
AND EXTERIOR SHORING AND BRACING AS REQUIRED.
20. OCCUPIED SPACES: DO NOT CLOSE OR OBSTRUCT STREETS,
WALKS, DRIVES, PARKING SPACES OR OTHER OCCUPIED OR
USED SPACES OR FACILITIES WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND THE AUTHORITIES HAVING
JURISDICTION. DO NOT INTERRUPT UTILITIES SERVING
OCCUPIED OR USED FACILITIES WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND AUTHORITIES HAVING
JURISDICTION. IF NECESSARY, PROVIDE TEMPORARY UTILITIES.
21. RESTORATION- RESTORE FINISHES OF PATCHED AREAS.
DEMOLITION KEY NOTES
1. REMOVE ALL WALL PARTITIONS INDICATED BY DASHED
LINES, INCLUDING ALL GLAZING AND TRIM.
2. REMOVE ALL MILLWORK, INCLUDING ALL PLUMBING
FIXTURES & APPLIANCES INDICATED BY DASHED LINES.
3. REMOVE ALL EXISTING FLOORING AND WALL FINISHES
SHOWN FOR DEMOLITION ON THESE DRAWINGS. PATCH
UNEVEN SURFACES AND PREPARE FOR NEW FINISHES.
4. REMOVE EXISTING DOOR/WINDOW AND FRAME. PREPARE
FOR NEW WALL AND/OR OPENING AS SHOWN IN NEW PLAN.
1 � 1
BEDROOM j -j CLOSET
EXISTING EXISTING
REMOVE
& INFILL
EXISTING DOOR
rt1
I
OFFICE
\\ ^ I \\ EXISTING
00 \
0 1 z Q
J
w
z
II
II PLAYROOM
® G EXISTINO
II O
STORAGE
EXISTING
BEDROOM
EXISTING
0
BEDROOM
EXISTING
SECOND FLO )R DEMOLITION PLAN
SCALE: 114" = T-0"
I z .
II :D
0
1 �
to
II LL
II z
4 0
LU
II z
O
N
N
LIVING
ROOM
EXISTING 8' CLG
MASTER BATH
N
EXISTING
EXISTING 1QT 4" STEP
KITCHEN / //
EXISTING PREVIOUS EXTERIOR
Lj-
WALLS TO BE RE/M/OVED REMOVE
STRUCTURAL Ew(;C NEER TO & INFILL
REDESIGN W/ BEAUS TO ALLOW FOR EXISTING DOOR \
8' CEILING HE16 T TO CONTINUE
I —
�I
ADDITION 4" SLAB TO BE REMOVED w z 240 � REMOVE L�
FINISHED FLOOR TO ALIGN WITH U) E�XISTI G
1 EXISTING LIVING ROOM FINISHED HiQ SHOWS0
FLOOR w Flo PREPARE I
LIMIT OF SLAB DEMO z FOR NEW EXISTING
NEW 4" STEP LOCATION TOILET
TO REMAIN
MASTER BATH
) Q @ EXISTING
<<� MASTERCLOSET� /
REMOVE
DINING
KITCHEN I
EXISTING
EXISTING VANITY
zzN
ROOM
N
REMOVE ALL I
1 3
CO
RE FOR NEW
PREPARE
REMOVE
EXISTING
TRAY GLG TO BE
CABINETRY,
o
TUB
REMOVED AND
>-
0 r-
APPLIANCES &
)1
(l �)
PREPARE
CEILING HEIGHT
m
PLUMBING
2co
U
zq
FOR NEW
TO BE INCREASE
FIXTURES TO BE
Z
: D�
(N
FO MAX POSSIBLE
O
RELOCATED IN
FAM I LY
ROOM
EXISTING
FIRST FLOOR DEMOLITION-
PLAN_
SCALE: 1/1" = 1'-0"
NEW KITCHEN
LOCATION
i
L01
GARAGE
EXISTING
�gR'PA
0." NERB Y ,
oz
Vy
Julianne No
Overby, RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
FL. AR -0017060 - FL. ID -4621
W
U
M
M
zzN
N
W
W
CO
�
J
U)
o
Z
W
>-
0 r-
0
W
0,0
W
m
Ur
2co
U
zq
Z
: D�
(N
J
O
�
Q
DATE ISSUED:
OCTOBER 19, 2018
NOTE:
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11 "X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
DEMOLITION
PLANS
7E. C E 11 V -1E?[,%)?,
PERMIT SET
U
W
04
W
0
W
LU
>
Z
3
O
V)
O
Z
tl
J
Z
O
Z
0
Z
W
Z
LU
>
w
V)
V)
Z
a
0
LU
J
V)
O
z
0
J
Z
W
LU
Z
Z
UJ
Z
Q
Ce
Z
W
Z
0
Z
LU
CL
0
Q
�w
ON
00
�Q
OZ
>- O
Z
Q
Z Z
�
0
0-0
04�Q
O<
J Z
O
O
N
Z
zLU
LUJ
U<
°W
LU
w>
0
0Q
oW
wU
fYi J
0=
V)
JW
QO
NU
�Q
w�
U
Z0
OU
Udi
9�
N X
UJO
o0-
¢a
J 0
Eve
LU
F
Z 0
LU
rW
Q�a
�Z
Z
O
z
LU
U�
J Ll:
J U"
.Z
ZZ
�U_
W LL
W
zJ:
(D:r
Z
3
Zv
Q�
ao
o�
LOT 3
SET 1/2"
IRON ROD
LB #7463
00
W
00
C:>
0.1'N
NEW
SHED
BASIS(B)ARING s•• I
FOUND 1/2"
IRON PIPE°10' 211E 94.82,, N89's
9025.0 �• �� p� �J •• `� '' 1
,. 30.0 . 1
:V
tN1 ��
Vc / ) ,
It1 CU
V
.01
SHED ON
cfi CONCRETE
STORM ER OVERFLOW DISCHARGE PIPE Q�
SCO
CY
ERV'�1R 1 I
Q c61
II
A/C 18.6No- - 0 o
:, Z H'
34.1 �, �. W Q
act s.s• p�5',G�NCE
# 1820
...111 LOT 7
LOT 1
4
W UJ
a:
A.
1 " d ' C� z ''" .•ti
12.0 c,,'` . ••<' : Y• I
Cy
: p
Ir
.. 1
EA 8.6'',46
' A.m 0
• CL I
14 err
7.6'
1110
; .
r-W..' `'
1 W46
-94 r, VOW44viu, 901 �0,4911
1 1,
0.9' WINDOW
I
NOOK
LUICr.
00r L,
Ir-a Cb,
At
Cb.
PAVER 5.0' -5.0' 4! � o
F fa6.41
h �' - - ^�
VI -1
o ` : w ••
IN
05
�In IXLaiC4 i1
FUTILITY OVERFLOW DISCHA GE PI °
2 W 23,0 +.
EASEMENT
C ' •M.
EASE ' ' +a�
M
- ,Cb` 12.0 a
oto �--- 1 -�-
30.0
_J • _ i•..
At At
1 _ 03 •
03S o 1 411W
86.93 '�� .;.. = Z
S89 10 3 • .:
FOUND 1/ 00
FOUND 1/2" IRON PIPE : -:a z
UJ
IRON PIPE "' 't ' CO
LLJ OT 8 �: F
M : }i I W
BLOCK r
CORNER
LEGEND
X99 PRE -DEV. SPOT EL.
9' POST -DEV. GRADES
- SF- SILT FENCE
POST -DEV. FLOW PTH.
1. CONTRACTOR SHALL INSTALL AND MAINTAIN
SILT FENCE AS SHOWN IN DETAIL PROVIDED.
2. CONTRACTOR SHALL INSTALL GUTTERS FOR ROOF
RUNOFF COLLECTION. GUTTERS SHALL BE
CONNECTED TO STORMWATER RESERVOIR.
DRAINAGE EROSION CONTROL PLAN
SCALE: 1 " = 10'
Fater FC
City of Atlantic Beach -Drainage Calculations
Drainage Criterid
Section 24-66 of the City of Atlantic Beach's Zoning, $ubdivision, and Land Development Regulations requires
that the difference between pre and postdevelepment volume of stormwater runoff be stored on site. Volume
of Runoff is defined as V = CAR/12
V =Volume of Runoff
C = Coefficent of Runoff
(C--0.6150% max imperviousness), C=0.4(259 max irnipecviousness, C=O.2(0% imperviousness))
A. = Area of Lot (SQ -FT)
R = 25yr/24hr rainfall depth (9-3 inches for Atlantic Beach)
Predevelo ernent Run+of Volume
Lot Area (A) 9074 sqft
Rational Runoff Coefficent C
,,� c "Cl, Weighted'
Type Area s ft Cat Area s
Impervious- 2552 9074 1 0.28 Previous SFR
Pervious 652.2 9074 4.2 0.14
Runoff Coefficient C" = 0.42
Rainfall Depth R 9.3 inches
Predevelopement Volume(V) 2989 cubit ft
Post Development Runoff Volume
Lot Area (A� 9074 sq
ft
Rational Runoff Coefficent C
Weighted
Type Area (s�gft) Lot Area(sgft) "C"
Impervious _ 3601 9074 1 0.40 %imp.
Pervious 5473 9074, 0-2 0.12
Runoff Coefficient C = 0.52
Rainfall Depth it 9.3 inctles.
Predevelopernent Volume (V) 3639 cubic ft
40%
Postdevelopment Runoff Volume
Predeveloment Runoff Volume
Required Storage Volume
Elevation
SITE AREA
TABULATIONS
EXIST
LOT AREA:
9,074
S.F.
NEW ADDITION:
782
SF
13
Together
82
S.F.
NEW SHED:
18
1 S.F.
TOTAL
NEW:
1,049
SF
EXIST.
SFR:20
SOO cubic feet
7 S.F.
EXIST.
PAVEMENTS:
50
S.F.
TOTAL
EXIST.:
2,552
S.F.
TOTAL
NEW IMP.
39
01 S.F. (39.7%)
DRAINAGE EROSION CONTROL PLAN
SCALE: 1 " = 10'
Fater FC
City of Atlantic Beach -Drainage Calculations
Drainage Criterid
Section 24-66 of the City of Atlantic Beach's Zoning, $ubdivision, and Land Development Regulations requires
that the difference between pre and postdevelepment volume of stormwater runoff be stored on site. Volume
of Runoff is defined as V = CAR/12
V =Volume of Runoff
C = Coefficent of Runoff
(C--0.6150% max imperviousness), C=0.4(259 max irnipecviousness, C=O.2(0% imperviousness))
A. = Area of Lot (SQ -FT)
R = 25yr/24hr rainfall depth (9-3 inches for Atlantic Beach)
Predevelo ernent Run+of Volume
Lot Area (A) 9074 sqft
Rational Runoff Coefficent C
,,� c "Cl, Weighted'
Type Area s ft Cat Area s
Impervious- 2552 9074 1 0.28 Previous SFR
Pervious 652.2 9074 4.2 0.14
Runoff Coefficient C" = 0.42
Rainfall Depth R 9.3 inches
Predevelopement Volume(V) 2989 cubit ft
Post Development Runoff Volume
Lot Area (A� 9074 sq
ft
Rational Runoff Coefficent C
Weighted
Type Area (s�gft) Lot Area(sgft) "C"
Impervious _ 3601 9074 1 0.40 %imp.
Pervious 5473 9074, 0-2 0.12
Runoff Coefficient C = 0.52
Rainfall Depth it 9.3 inctles.
Predevelopernent Volume (V) 3639 cubic ft
40%
Postdevelopment Runoff Volume
Predeveloment Runoff Volume
Required Storage Volume
Elevation
Length Width
13
4
13.x+
S
Reserve€or 2
Posts
Elevation
Leith Width
13
Together
13-5
»
IngroLlnd Strotage
Before
Installation
Area
476 sgft
Depth to FSH
3.5 ft
Porosity
Q-
Inground Storage,
SOO cubic feet
Required Treatment Volume
Provided Treatment Volume =
'Jo. 10 Gage
,tic Zip Ties
18" Min. Driven
Post Embedment
ELEVATION
:3639
2999,
650
ided Storeee
Area
2.1 S4 Bottom-
25,
otto -25, 200 Top
_Area _
19 152 Bottom
23 276 Top
Storage ft3
C
71
Storage ft3
t1
107
NOTES:
1. Temporary silt fence shall be installed prior to any grading work in the
area to be protected. Fence shall be maintained throughout the
construction period and removed in conjunction with the final grading
and site 'stabilization.
2. Filter fabric shall meet the requirements of material specification 592
Geotextile Table 1 or 2, Class I with equivalent opening size of at Feast
30 for nonwoven and 50 for woven.
3. Fence posts shall be either wood post with a minimum cross-sectional
area of 1.5" X 1.5" or a standard steel post.
4. When splices are necessary make splice at post according to splice
detail. Place the end post of the second fence inside the end post of
the first 'fence. Rotate both posts together at least 180 degrees to
create a tight seal with the fabric material. Cut the fabric near the
bottom of the posts to accommodate the 6 inch flap. Then drive both
posts and bury the flap. Compact backfill well.
0
Z
•
U �
� M
0 L
N
z M
oL ;z -i Ln N
� o
M
V Cq
0 > Q
z �z OU
01%
Z Qv
�Q
Qo ::
Ln
NOON
NONE
PROJECT #:
18-305
DESIGNED:
Rotate
DRAWN:
KCM
SCALE:
Posts
Filter Fabric
Together
n,
_--•Direction Of FiOW
Before
Installation
w
U
Undisturbed Ground Line
First
Fence
Second
SeeFence
_
`o L
4
-
Second
First NOV 2 1 2013
Post
Post
Mn
FABRIC ANCHOR DETAIL
SPLICE
DETAIL -PLAN VIEW
0
Z
•
U �
� M
0 L
N
z M
oL ;z -i Ln N
� o
M
V Cq
0 > Q
z �z OU
01%
Z Qv
�Q
Qo ::
Ln
NOON
NONE
PROJECT #:
18-305
DESIGNED:
KCM
DRAWN:
KCM
SCALE:
AS NOTED
ISSUED: 11/16/18
REVISION -1:
REVISION -2:
0
`0111111111111
G.
•a
No 8 9
�-:D'• STATE OF w
0.
OR
SHEET
C
�p,.�1
w
M 0
O J
~ J
oz
o
w
zC
LL
X�
w
R'-0" EXISTING
_. --- — ,..1 .TOTES
,ALE DRAWINGS. U9'E ONLY DIMENSIONS SHOWN ON
3. IF DIMENSIONS ARE IN QUESTION, THE BUILDER
RESPONSIBLE FOR OBTAINING CLARIFICATION
ONTINUING WITH CONSTRUCTION. BUILDER SHALL
.L DIMENSIONS & CONDITIONS AT JOBSITE.
NS SHOWN ARE TO ACE OF FRAMING OR
NE OF STRUCURE UNLESS OTHERWISE NOTED.
,OORS SO THAT DOOR CASING ABUTS WALL FINISH OF
T WALL UNLESS OTF ERWISE NOTED.
SHALL COORDINATE ALL SHELVING & STORAGE
GENTS WITH DESIGNER OR OWNER.
'ENT OF ANY DISCREPANCIES, IMMEDIATELY NOTIFY
ER. DO NOT PROCEED WITH AFFECTED WORK UNTIL
I ISSUES HAVE BEEN FULLY RESOLVED.
;TRUCTION SHALL B(= PERFORMED IN ACCORDANCE
CODES, REGULATIgNS, AND RESTRICTIONS HAVING'
TION.
ELECTRICAL LEGEND
TV
CABLE
8
DUPLEX OUTLET
L220
OUTLET
WORK AREA -
QUADRAPLEX OUTLET
GFI
GFI RECEPTACLE
@
a
EXTERIOR/GFI RECEPTACLE
C
SWITCH
z
3 -WAY SWITCH
SD
SMOKE DETECTOR
CM
CARBON
MONOXIDEDETECTOR
CH
COUNTERTOP HEIGHT
NOTE:
1. TE: EPHONE OUTLETS TO BE 'CAT 5E' WIRE.
2. SN'JKE DETECTION PER FIRE CODE.
3. SE•�VICE PANEL AND ELECTRIC METER
LOCATION TO BE DETERMINED W/ INPUT FROM THE
OWNE -� AND LOCAL UTILITY COMPANY.
4. ALl RECEPTACLE TO HAVE ARC -FAULT CIRCUIT
INTERRUPTERS PER ARTICLE 210-12.
5. HV;\C DISCONNECT TO BE PROVIDED BY
MECH;\NICAL SUBCONTRACTOR.
6. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE
WITH LATEST EDITION OF NEC AND FBC.
7. 100',a OF ALL INTERIOR AND EXTERIOR
PERMANENT LIGHT FIXTURES TO USE CFL/LED
LAM P
F
5'-0" OVERHANG
IF_— ----
I o 00O
I z`�0
�,LLTo
O Q O w
o Xo�Qo
w mow_
�
ow�o`I
LCO owl
I 4 p a z
19'-9" 13'-10"
lo
— — — — — — — — — — — — — — — — \
20'-0" 17'-7" ALIGN W/ EXISTING \
7-2"
\V�
OUTDOOR
LIVING AREA
VAULTED T&G CEILING
PROVIDE SKYLIGHTS PER OWNER
SELECTIONS & LOCATIONS _0•-
I
F —7 I
I I I
I I 1
130"X45.75" 1
LKY _IGHT� f
2'-8"x5' DH 2'-8" 5' DH
WINDOW FIREPLACE V IN1 60W
i
T-0" 6-0" 1
T-0"
FIRST FL
SCALE: 1/4"1= 1'-0"
YOUNG RESIDENCE RENOVATION
PROJ ECT ADDRESS
W
U
Al RENOVATION PLANS
ATLANTIC BEACH, FL 32233
CY
WORK AREA -
+J
w
`1
O
C
NEW TOTAL A/C: 3,117 SQ. FT,
NEW A/C VOLUME: 3,222 CU. FT.
o�
BUILDING CODE SUMMARY
CODE ENFORCEMENT JURISDICTION: CITY OF ATLANTIC BEACH
WIND ZONE: 130 MPH (WIND-BORNE DEBRIS)
FLORIDA BUILDING CODE 2017 - 6TH EDITION
I C
CONSTRUCTION TYPE: TYPE V -B (WOOD FRAME ADDITION)
U)
FIRE DISTRICT: NO —
�
0
F
/
(D
I 1
TO MAX POSSIBLE
I
�
1
0"X45.75" I
�KYLIGHTJ
I
F —7 I
I I I
I I 1
130"X45.75" 1
LKY _IGHT� f
2'-8"x5' DH 2'-8" 5' DH
WINDOW FIREPLACE V IN1 60W
i
T-0" 6-0" 1
T-0"
FIRST FL
SCALE: 1/4"1= 1'-0"
YOUNG RESIDENCE RENOVATION
PROJ ECT ADDRESS
DRAWING INDEX
1820 SHERRY DRIVE N.
Al RENOVATION PLANS
ATLANTIC BEACH, FL 32233
A2 EXTERIOR ELEVATIONS AND DETAILS
WORK AREA -
N
EXISTING FIRST FLOOR A/C: 1,480 SQ. FT.
EXISTING SECOND FLOOR A/C: 1,315 SQ. FT.
NEW A/C: 322 SQ. FT.
NEW TOTAL A/C: 3,117 SQ. FT,
NEW A/C VOLUME: 3,222 CU. FT.
H
BUILDING CODE SUMMARY
CODE ENFORCEMENT JURISDICTION: CITY OF ATLANTIC BEACH
WIND ZONE: 130 MPH (WIND-BORNE DEBRIS)
FLORIDA BUILDING CODE 2017 - 6TH EDITION
OCCUPANCY CLASSIFICATION: RESIDENTIAL (R-3)
CONSTRUCTION TYPE: TYPE V -B (WOOD FRAME ADDITION)
SPRINKLED: NO
FIRE DISTRICT: NO —
A
A2
ALIGN W/ EXISTING /
i / I
I
LIVING
4-1
ROOM
EXISTING 8' CLG
Ld-
----- --- I I LO
CLOSET 1 I w
z 8' CLG i I Z
MASTER 7 = I Q
w 8'CLG 0Fa- <
�X� 28 \\ I I
LULU w0 \ _
�\
z z 0 I
3_0" 5'-6" EXIIN
2/6 2/4
4'x3' DH INDOW
CH FI IS GFID REF \ 2/6
4" STE
1 11-6"
'Yt" (D
MR IXE 1� 1 I w
I I II� 11� 11 I z
�I jf Iyj
o
1 141.5"x4'1 I -
1
C C3PEf� ei-_CTWf-StKy_H&HT�
KITCHEN _
— — — 10' CEILING
OVEN NEW DESIGN
BY OTHERS
3
REMOVE EXISTING WINC
NEW CASED OPENING
LC I FAMILY
ROOM
EXISTING
OOR PLAN
10'-0" EXISTING
0
LAUNDRY
REMOVE EXISTING
KITCHEN CABINETRY,
FIXTURES, APPLIANCES
MUD ROOM
BUILT-INS
:XISTING ELECTRICAL TO REMAIN
O
� � � • Imo'''///�����
� � e
MR 5
EX /
HVAC UNIT _C?
ET
GARAJ
EXISTING
�p R
Y,,,•
Julianne N.
Overby,RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pulhan Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
FL. AR -0017060 • FL. ID -4621
W
DINING
U
CY,
M
Z
ROOM
N
WSJ
o
z
TRAY CLG TO BE
H
U)
w
REMOVED AND
Wo�
o a
CEILING HEIGHT
zo
P: o
TO BE INCREASE
(D
T< U)
TO MAX POSSIBLE
Z
U)
(DZ
w0
00
0�Q
z
w
O
w
2/6
0
Z
Q
0
LAUNDRY
REMOVE EXISTING
KITCHEN CABINETRY,
FIXTURES, APPLIANCES
MUD ROOM
BUILT-INS
:XISTING ELECTRICAL TO REMAIN
O
� � � • Imo'''///�����
� � e
MR 5
EX /
HVAC UNIT _C?
ET
GARAJ
EXISTING
�p R
Y,,,•
Julianne N.
Overby,RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pulhan Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
FL. AR -0017060 • FL. ID -4621
W
U
CY,
M
Z
ZN
N
WSJ
pF�;
H
U)
r)
T_
Wo�
W
��m
w
(D
=
U
Z
U)
(DZ
00
0�Q
DATE ISSUED:
OCTOBER 19, 2018
NOTE:
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11 "X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
RENOVATION
PLANS.,--,, -
._
23 2018
Departmer °:
Al
PERMIT SET
WOOD FRAME GON9TRUCTION
CODE COMP NT L'INDO IN6TA-'_ATION METHOD—
WEAT'.lER R=51tIYE rsARR'ER !WRB! AFFLIE7 PRIOR TO TUE W'INCOL: IVBTALLATION.
FLAB-IIN'% APPLI=D OVER -I"E FAGE C✓= THE fSOUVTINs FLAh'sE.
SEC?'ON A
%cam TVq=JG1J_yIN�QU
i I; IV WATER b'#DpMG�.L'+''ON.
-4E EMIL A T
'HE tOP pcOA�LALL L TIlC LLIQD ',}) 9E114Vi DEAD
6FEA 4V+ F.EHIVD r4JITRY.. � �� ,
a+L 'LL F.lSal� :+u6 1 FLANGE.—.•
T BA K CF WINDOJ / \
4 AJ OO`W
q D6 A. TO
g _NE W E TD DPEN G .�
c.e oue eE --
01TOr F -?JW EAAIK. 1 M E 10'L OF THE NDGl1 F1 -A L N= C
%T ? 5 1 T -I >V* PRE =sIGHEc SOL a OR sL 5. {
.I�
� I
CU u5 ' Ati ECAC i � � Rre.lMG �
`� SGREyS TO F-ILIT.+TE {{ L -SEALANT DEAD B=_TtJED:
(S�J:+MB FLA$LIING FLg0HI1.G ANp HO n-FL—E.
(5) ADPL 6 FLABHIw '{ 'x'L.' RJI. SEA TO iH YOJNTrk+ MKaES AT
THE TOF FEZND vpE9 lJA"iD DF UINDOJI.
n?' BE D C'.F SEALgVT {{ � EMeL 'A^18 PLASHING ; O 5E."L N ..ND FASTEN/ �....�
M FLAi%. (FSA alaG�b OYF d_AVT). (�
AMPLY H=AD F' Ab-I'V'a
11ffM0�£ PRENOJBLt' +1PPLIED 1 /
APE Y
=AD FLA 7 {{ -� iBEGURE WRB
Pf L FLW 6HCATH NG TAPE V ,
O'FR " , I I , AT'HEAD
I 1/
AT HEAD
{ J DEYOND JArID R n•G
(1),4 AP LA5-NG
{{ I l (1 �j D. TOO' P �IOI.sLY
'`�SEaL,NT-
APPLE7.aEAL.J. fFL >~MG GOE5
OYER 9E. -t- NTJ £ifTEVD HEAD
I /
A
�SIJArl> ✓=1 48H - /
E TEND
FL
ASH— TO
�� FL sH r�iG vice tLa� , I SEALAN
� Y ilii
' Sr L L19HRV' \• <��
DOJ
C
f ":1 PJMB. AND LE /E L�ITO\ I15=CORR090V `�I}�
(� rC09'AVT FL9 -n RS. A9 En WN�OW -R
�) �\ yp.ppy ,•nVFlLT1RER 9P'c I CATIONS, T
.0)L•EATF-ER REB STAN'.
•- {9 D£GREE AKLE. OP'�PJLL'r� -� 1 -
BARR=R ONADIgGWg4 G -N TE
I• TOP EG'£. 6 "NE DAA R LF AN FE TaE '..
I TOP GORIERS ANp CEN1=R TO TF=-XTERIOR
:T 9UF9:/-E
N ERIOR VIEJU
TOS LE- GORVER 0= W'.NDOW
1 NOTES:
1. flashing to be flewble self-adhesive type (min. 4" wide)
t°
still pan flashing
2, cover sill to at least depth of window, plus 2" onto face of wl
sloped surface
( optional) 3. the pan shall direct water to the exterior over sill flashing
Isill plate 4. install flashing around remaining window unit
weather resistive banter to form water shedding laps
see noa#2J'� - afl�' SILL PAN FLASHING _
weather resistive
barrier NTS (ortTonal)
wall sheathing --
9- I-1 -2013
P•epared by BOAF Ffrat Coast Chapter
NOTE: THIS DETAIL USED FOR DOORS R&WI .
WINDOW
ALL FLASHING TO MEET FBC R903.2.1, 90
R703.8 AND INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS.
METAL DRIP OVER \
VINYL FASCIA OVER
2X6 SUB FASCIA
TO MATCH EXISTING
VARIES
MATCH EXISTING
OVERHANG
2X4 EXTERIOR WALLS W/
2" OSB SHEATHING
WRAPPED IN
WATERPROOFING MEMBRANE
INSTALL HARDIPLAI•1K LAP
SIDING PER
MANUFACTURER'S
RECOMMENDATION
�J
R-38 INSULATION
1/2" GYP. BOARD
-13 INSULATION
dam•—e
SLOPE
_ -III-I►1-1�1 II 1�1-1►1
511 I II 111
-III —III III _
I-1
1 11-1 1 e: e e e� e e •a 1-1
d� e
II—III—° m_ a _ 1II
=1 I I=1 I I-III-III=1 I I=1 I I=1 I I
0
t
0
2"x4"
BOTTOM PLATE
IEIE
NEW7LINE
TO MATCH
EXISTING
CLG. = 8'-0"
02 I --
o -
ITI
—kXTERIOR FINISH
Lt
zTO MATCH
EXISTING
_ -
F.F_ = 0'-0 - _ -
STEM WALL PAINTED
NEVIII'CLOSET ADDITION
TO ALIGN W/ EXISTINGL
A REAR ELEVATION -
SCALE: 1/4" = T-0"
4" CONCRETE SLAB OVER
1
12
ASPHALT SHINGLE -
SEE STRUCTURAL
ROOF ON 15# ROOFING
6 MATCH
EXISTING
TO MATCH EXISTING
GROUT FILLED 8"
FELT OVER 7/16"
STEMWALL
EXT. SHEATHING
CONT. CONCRETE
FOOTING
i
METAL HURRICANE CLIP
AS REQUIRED
BY CODE -
SEE STRUCTURAL s
METAL DRIP OVER \
VINYL FASCIA OVER
2X6 SUB FASCIA
TO MATCH EXISTING
VARIES
MATCH EXISTING
OVERHANG
2X4 EXTERIOR WALLS W/
2" OSB SHEATHING
WRAPPED IN
WATERPROOFING MEMBRANE
INSTALL HARDIPLAI•1K LAP
SIDING PER
MANUFACTURER'S
RECOMMENDATION
�J
R-38 INSULATION
1/2" GYP. BOARD
-13 INSULATION
dam•—e
SLOPE
_ -III-I►1-1�1 II 1�1-1►1
511 I II 111
-III —III III _
I-1
1 11-1 1 e: e e e� e e •a 1-1
d� e
II—III—° m_ a _ 1II
=1 I I=1 I I-III-III=1 I I=1 I I=1 I I
0
t
0
2"x4"
BOTTOM PLATE
IEIE
NEW7LINE
TO MATCH
EXISTING
CLG. = 8'-0"
02 I --
o -
ITI
—kXTERIOR FINISH
Lt
zTO MATCH
EXISTING
_ -
F.F_ = 0'-0 - _ -
STEM WALL PAINTED
NEVIII'CLOSET ADDITION
TO ALIGN W/ EXISTINGL
A REAR ELEVATION -
SCALE: 1/4" = T-0"
4" CONCRETE SLAB OVER
1
VAPOR BARRIER
SEE STRUCTURAL
DRAWING
1/2" EXP. JOINT
GROUT FILLED 8"
CMU
STEMWALL
CONT. CONCRETE
FOOTING
SEE STRUCTURAL
DRAWINGS -
ADDITION WALL SECTION SIDE ELEVATIO
A2 SCALE: 1/4" = T-0"
A2 S',ALE:3/4" = T-0"
i
F.F. _ 41
muur r�H��
SCALE: 1/8" = T-0"
-^ ACCENT STONE
CHIMNEY STACK
NEW ROOF LINE TO BE
OVER -FRAMED & MATCH EXISTING
7F
-0",OVERIVAC
/ I
EXTERIOR FINISH
TO MATCH
EXISTING
\ F.F. = 0'-011
STEM WALL PAINTED TO MATCH
NEW KITCHEN ADDITION TO ALIGN W/ EXISTING
ROOF LINE TO MATCH
EXISTING
20'-0" NEW OUTDOOR LIVING AREA ADDITION - VAULTED CEILING
ACCENT STONE
CHIMNEY STACK
12
CONFIRM 6
z EXISTING
1-
EXISTING TO REMAIN Cl)
wz
S. U.
INEWROOFLINEC EXISTING
;?�i_
L 1
z I
MOVE EXIS I'NG
EXTERIOR FINISH TO MATC I EXISTING w ENCH DOQ RS 1
U RUCTURAL 0
oil
00 PR IDE HEADE, FOR
NE 12' SLIDERI )OOR
I i �
NEW CLOSET ADDITION TO A-IGN W/ EXISTING
B SIDE ELEVATION
NA2 SCALE: 1/4" = T-0"
VAULTED T&G CEILING
Aj' OUTDOOR LIVING A EA
EXTERIOR FINISH
TO MATCH
EXISTING
STEM WALL PAINTED TO MATCH
NEW ADDITION TO ALIGN W/ EXISTING
CLG.=10'-0"
F.F. = -411
COMMUNITY DEVELOPMENT
APPROVED
TING TO REMAIN
NEW CLG. = 10'-0"
EX Ti " = 8'-0"
RV
• ' -^�
ll�
`1
WJ
Julianne N -
Overby,RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904 -704 -
Email: jnoverby@att.net
FL. AR -0017060 • FL. ID -4621
w
U'
Z,
W
D'.
W
C7
z
:DO
M
M
Z N
N
W M
J
LL
I..L
0
�0
�Q
(YOO W
W m
__U
U) _
p Z
N Q
0
DATE ISSUED:
OCTOBER 19, 2018
NOTE:
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11"X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
EXTERIOR
ELEVATIONS
AND
I LS
;+ r01,
PERMIT SET
W
N
Al
A GARAGE FRONT ELEVATION
A3
SCALE: 114'' = T-0"
_------
;'8"x5' DH
VANDOW I I
I I
\ I I L
� I I
\ C
A3
//0 r
I �
I I I
2'8"x5' DH
WINDOW
L- - - - - - - - - - - -
4'-6" PATIO 10'-0"
GARAGE FLOOR PLAN B ,
SCALE: 1/4" = 1'-0" A3
GARAGE SIDE ELEVATION
A3
SCALE: 1/4'' = 1'-0"
i�
F81
III
Julianne N .
Overby, RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pulhan Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
FL. AR -0017060 - FL. ID -4621
W
U
r,
M
Z
Z
N
N
w
w
M
>
J
D2C
w
ry
W
EY�
W
m
Ur
2U)
U
ho
z
: D�
CN
J
O
�
Q
DATE ISSUED:
OCTOBER 19, 2018
NOTE:
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11"X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
DETACHED
GARAGE
PLAN AND
ELEVATIONS
�pRIDq A3
GARAGE REAR ELEVATION k�•RB
A3
SCALE: 1/4" = 1' Jp�', Y
PERMIT SET
GENERAL DEMOLITION NOTES:
1. ALL DEMOLITION WORK TO BE PERFORMED UNDER G.C.
CONTRACT. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS.
2. SURVEY EXISTING CONDITIONS OF THE BUILDING TO DETERMINE
IF REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL
DEFICIENCY TO ANY PORTION OF THE STRUCTURE OR ADJACENT
STRUCTURES. NOTIFY THE ARCHITECT AND STRUCTURAL
ENGINEER IN WRITING PRIOR TO COMMENCING ANY ADDITIONAL
WORK FOR DIRECTION IF DEFICIENCIES ARE NOTED.
3. TURN OFF NECESSARY POWER AND UTILITIES PRIOR TO
COMMENCING ANY DEMOLITION WORK.
4. ITEMS INDICATED TO BE REMOVED SHALL BE REMOVED AND
LEGALLY DISPOSED OF IN ACCORDANCE WITH APPLICABLE
CODES.
5. PROTECT EXISTING ITEMS TO REMAIN. THESE ITEMS TO BE
COORDINATED WITH THE OWNER PRIOR TO ANY DEMO WORK.
6. DEMO AND REMOVE EXISTING INTERIOR DOOR / DOOR FRAME /
DOOR SILL / CASING UNLESS OTHERWISE NOTED (U.O.N) ON
PLAN.
7. CUT OPENINGS NEATLY AND HOLES PLUMB, SQUARE AND TRUE
TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST
LIKELY TO DAMAGE CONSTRUCTION TO REMAINING OR
ADJOINING CONSTRUCTION.
8. ANY FIRE EXTINGUISHERS TO BE REMOVED AND STORED FOR
FUTURE USE.
9. AUTHORIZED CONSTRUCTION PERSONNEL ONLY WITHIN THE
CONSTRUCTION AREA.
10. WORK TO BE DONE IN SUCH A MANNER AS TO HAVE MINIMUM
DISRUPTION TO ONGOING CITY BUSINESS AND PARKING LOT.
11. CODES AND REGULATIONS: COMPLY WITH GOVERNING CODES
AND REGULATIONS.
12. USE EXPERIENCED WORKERS.
13. OCCUPANCY: IMMEDIATE AREAS OF WORK MAY BE OCCUPIED
DURING DEMOLITION BY THE HOME OWNERS.
14. DEMOLISH DESIGNATED IMPROVEMENTS AS NECESSARY TO
IMPLEMENT RENOVATION PLAN.
15. IMPLEMI�NT POLLUTION CONTROL DURING BUILDING
DEMOLITION.
16. HAZARDOUS MATERIALS: IF HAZARDOUS MATERIALS ARE
NOTED THEY WILL BE REMOVED UNDER SEPARATE CONTRACT,
NOTIFY OWNER IF HAZARDOUS MATERIAL IS DISCOVERED TO BE
PRESENT.
17. DO NO1 DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS
INDICATES TO REMAIN. ITEMS OF SALVAGE VALUE, NOT
SPECIFIED ITEMS TO BE RETURNED TO OWNER, SHALL BE
REMOVED FROM STRUCTURE. STORAGE OR SALE OF ITEMS IS
PROHIBITED.
18. UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP
OFF UTILITIES IN AREAS TO BE DEMOLISHED.
19. SHORING AND BRACING: PROVIDE AND MAINTAIN INTERIOR
AND EXTERIOR SHORING AND BRACING AS REQUIRED.
20. OCCUPIED SPACES: DO NOT CLOSE OR OBSTRUCT STREETS,
WALKS, DRIVES, PARKING SPACES OR OTHER OCCUPIED OR
USED SPACES OR FACILITIES WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND THE AUTHORITIES HAVING
JURISDICTION. DO NOT INTERRUPT UTILITIES SERVING
OCCUPIED OR USED FACILITIES WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND AUTHORITIES HAVING
JURISDICTION. IF NECESSARY, PROVIDE TEMPORARY UTILITIES.
21. RESTORATION: RESTORE FINISHES OF PATCHED AREAS.
DEMOLITION KEY NOTES
1. REMOVE ALL WALL PARTITIONS INDICATED BY DASHED
LINES, INCLUDING ALL GLAZING AND TRIM.
2. REMOVE ALL MILLWORK, INCLUDING ALL PLUMBING
FIXTURES & APPLIANCES INDICATED BY DASHED LINES.
3. REMOVE ALL EXISTING FLOORING AND WALL FINISHES
SHOWN FOR DEMOLITION ON THESE DRAWINGS. PATCH
UNEVEN SURFACES AND PREPARE FOR NEW FINISHES.
4. REMOVE EXISTING DOOR/WINDOW AND FRAME. PREPARE
FOR NEW WALL AND/OR OPENING AS SHOWN IN NEW PLAN.
u
ly
1
N N
BEDROOM CLOSET BEDROOM
EXISTING EXISTING EXISTING
REMOVES
& INFILL
EXISTING DOO\R
A
I
OFFICE
\ I \ EXISTING
loo \— — — — — — —
Q
Cl) �0
�O
W J
Z /
II /
II PLAYROOM
® EXISTING 0
0
II
II
STORAGE
EXISTING
BEDROOM
EXISTING
SECOND FLOOR DEMOLITION PLAN
SCALE: 1/4" = T-0"
LIVING
ROOM
EXISTING 8' CLG
MASTER BATH
EXISTING
EXISTING IQ)]— 4" STEP
KITCHEN //
EXISTING PREVIOUS EXTERIOR - 0?
WALLS TO BE REMOVED N
REMOVE
STRUCTURAL ENGINEER TO & INFILL ® \
REDESIGN W/ BEAMS TO ALLOW FOR EXISTING DOOR
8' CEILING HEIGHT TO CONTINUE
ADDITION 4" SLAB TO BE REMOVED w z 2 REMOVE
FINISHED FLOOR TO ALIGN WITH Fw 0 EXIST�NG
EXISTING LIVING ROOM FINISHED 4 v SHGWER
FLOOR 3: � I PREPARE
LIMIT OF SLAB DEMO z FOR NEW _ EXISTING
NEW 4" STEP LOCATION TOILET
TO REMAIN
II MASTER BATH
2U 2Q EXISTING
d O _� I MASTER I I
i
CLOSET
o / i REMOVE f �
DINING
KITCHEN I EXISTING EXISTING VANITY
ROOM
REMOVE
REMOVE ALL 1 3 PREPARE FOR NEW EXISTING
CY,
M
TRAY CLG TO BE
CABINETRY, I I / TUB
N
REMOVED AND
APPLIANCES & I jl PREPARE
/
M
CEILING HEIGHT
PLUMBING FOR NEW
J
TO BE INCREASE
— FIXTURES TO BE
LL
-O MAX POSSIBLE
Li RELOCATED IN
2
NEW KITCHEN
LOCATION
i
- O
GARAGE
EXISTING
ONE,
■ ' RIDq
RBY , ..
W
Julianne N -
Overby, RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
FL. AR -0017060 - FL. ID -4621
W
U
CY,
M
Z
ZN
N
W
w
M
J
Q
�
LL
U)
D
2
w
�
w
ry
�m
W
D
2U)
U
z
p
Z
: D
C\1
00
<
O
T
Q
DATE ISSUED:
OCTOBER 19, 2018
NOTE:
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11 "X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
DEMOLITION
PLANS
PE
3 201
D 1
PERMIT SET
U
It
°0
r
Lu
Z
0
V)
O
Z
U-
J
Z
0
z
0
z
w
Z
U-1
Lu
V)
z
Q
o'
r)
Lu
J
N
O
z
0
J
J
Z
w
Lu
Lu
z
z
Lu
z
Q
Z
w
Ln
Z
0
z
w
w
w
CL
0
3.
w
O' N
00
ON
�z
>- 0
Z ,-
Qp
zz
�0
Qq
cece z
0<
ON
Z
00
uj
Z ::>
Lu�
UQ
c))-
0 ,
LJ
CL w>
w p
ce z
OQ
n�
ujw
wU
m
F- J
0=
ZN
Q O
0
=
Ln U
V)Q
Uz
70
U
Oo
C? Q
wX
00
�CL
QCLQ
QLu
�w
Lu
Q�
�Z
Z0
Lu
�w
�Q
�z
Z
O
Z
Lu
<�
r�
Uuj
J w
J Z
z
CZ LU
ww
w
z_ F_
(D _
w?
Z vi
<
Q -O
N
� Z
LU
C-4
o0
GENERAL STRUCTURAL NOTES
THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING
WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE
ENGINEER PRIOR TO COMMENCING WORK.
DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONS
ELSEWHERE, EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF DETAILS, SECTIONS, PLANS, AND
NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR.
DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE
DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA
INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR
OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS
PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF
APPLICABLE DATA, AT RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO
EXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION
BY THE OWNER.
CENTER ALL FOOTINGS AND PIERS UNDER COLUMNS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE.
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL,
MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR SLEEVES,
DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.
EXCAVATION FOR BUILDING FOUNDATIONS, THE
S RUCTLENGINEER SHALL BE NOTIFIED OF POTENTIAL CSHALL LOTE ALL BURIED UTILITIES PRIOR TO
URAONFLIICTS BETWEEN FOUNDATIONS AND BURIED
UTILITIES.
CODE REQUIREMENTS:
THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2017 EDITION OF THE FLORIDA BUILDING
CODE 6TH EDITION. OTHER CODES IMPLEMENTED FOR DESIGN INCLUDE:
ASCE7-10, ACI 315/318/530, NDS 2015, APA, A.I.S.C., ANSI. FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDA
BUILDING CODE AND OTHER RELATED CODES FOR ALL PHASES OF CONSTRUCTION.
TEMPORARY CONDITIONS:
THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS
CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS
REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED
FOR STABILITY UNDER FINAL CONFIGURATION ONLY.
FOUNDATIONS:
FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF ON COMPACTED FILL.
NO GEOTECHNICAL REPORTS AND/OR IN-SITU SOIL DATA WAS GIVEN TO THE STRUCTURAL ENGINEER PRIOR TO
DESIGN. THE BEARING CAPACITY USED FOR DESIGN IS BASED ON ALLOWABLE LOADS FROM THE FLORIDA
BUILDING CODE, 2017 FOR SANDY SOILS WITH NO CLAY, ORGANIC MATERIAL, OR OTHER DELETERIOUS MATERIALS
THAT WOULD AFFECT DESIGN BEARING PRESSURE AND THE PERFORMANCE OF THE FOUNDATIONS.
BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE
INVESTIGATION,AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY,
WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR
THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW
BEFORE FOUNDATION CONSTRUCTION BEGINS.
CONCRETE:
REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD
28 -DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:
fc ABS W/C MIN CEMENTSLUMP USE
2,500 PSI 0.58 470 LBS 5" +/- 1 ALL SLABS, MONOLITHIC FOOTINGS, SPREAD FTG
3,000 PSI 0.58 470 LBS 5" +/-1 TIEBEAMS, COLUMNS, WALLS, ELEVATED SLABS
CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE F OR TYPE C, MAY
BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS
SUBSTANTIATED BY TEST DATA. COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF
3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SAND CONFORMING TO ASTM C33.
A WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. A HIGH -RANGE
WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE
MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8".
SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS
SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE, OPENING, OR INSERT MAY
BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER. CONDUITS EMBEDDED IN
SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND
SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER.
PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHERE INDICATED
OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/OR ARCHITECTURAL DRAWINGS.
ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS.
WEATHER RESISTANCE:
ALL CONCRETE INCLUDING BALCONY CONCRETE EXPOSED TO CHLORIDES SHALL CONTAIN A CALCIUM -NITRITE
BASED CORROSION -INHIBITING ADMIXTURE. THE DOSAGE FOR CONCRETE EXPOSED TO AIRBORNE CHLORIDES
SHALL BE MINIMUM TWO GALLONS PER CUBIC YARD. THE WATER CONTAINED IN THE CORROSION -INHIBITING
PADMIXTURE SHALL BE ROVIDE RHEOCRETE USED IN THE CALCULATION OF THE
TITIOUS RATIO OF THE CONCRETE.
BY MASTER BUILDERS OR APPROVED EQUIVALENT.CONCRETE BALCONIES OR OTHER CONCRETE FLAT SURFACES EXPOSED TO THE WEATHER THROUGHOUT THE
LIFE OF THE BUILDING, SHALL BE TREATED WITH A CLEAR NONFLAMMABLE PENETRATING SEALER OF THE
ALKYL ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORN PENETRATING SEALER 20, HYDROZO ENVIROSEAL
20, OR OTHER APPROVED WEATHER RESISTANT SYSTEM. APPLICATION AND SURFACE PREPARATION SHALL BE IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
SHORING AND RESHORING:
SHORING AND RESHORING SHALL CONFORM TO ACI 347R-88. SHORING AND SUPPORTING FORMWORK SHALL NOT
BE REMOVED FROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGN
STRENGTH, AS DETERMINED BY FIELD CURE CYLINDERS. IN ADDITION, SHORING SHALL NOT BE REMOVED
SOONER THAN RECOMMENDED BY ACI 347R-88, SECTION 3.7.2.3. FORMWORK SHALL NOT BE REMOVED IN LESS
THAN TEN (10) DAYS.
PRECAST CONCRETE LINTELS:
UNLESS INDICATED OTHERWISE, ALL LINTELS TO BE "U" TYPE PRECAST CONCRETE UNITS EQUAL TO UNITS
MANUFACTURED BY CAST -CRETE CORP. AND PRESTRESSED (AND ADDITIONALLY REINFORCED AS REQUIRED) IN
ACCORDANCE WITH CAST CRETE CORP. "DESIGN MANUAL", LATEST EDITION, FOR THE SPAN AND LOADING
CONDITION RELATIVE TO LINTEL LOCATION. LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F8-1 B FOR
OPENINGS LESS THAN 10 FEET AND 8F16-1 BMT FOR OPENINGS 10 FEET TO 20 FEET. PROVIDE 8" MINIMUM BEARING
FOR LINTELS UNLESS NOTED OTHERWISE.
WOOD:
SAWN LUMBER SHALL BE SOUTHERN PINE #2 WITH THE ALLOWABLE FIBER STRESSES PER THE AWC NATIONAL
DESIGN SPECIFICATION. ALL MANUFACTURED LUMBER SHALL BE 2.0E GLUED LAMINATED GEORGIA PACIFIC (OR
EQUIV.) AND INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATIONS. ALL HEADERS/BEAMS SHOULD
BEAR FULLY ON POSTS AND/OR MULTI STUD GROUPS UNLESS NOTED OTHERWISE ON PLANS. CONTACT ENGINEER
OF RECORD IF HEADER/BEAMS SIZE IS NOT SPECIFIED,
FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY OR USP
(OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE
SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL CONNECTORS SHALL BE UNLESS
OTHERWISE, INSTALL MAXIMUM SIZE AND NUMBER OF FASTENERS SHOWN IN LATESTLSIMPSON CATALOG SHOWN
ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED ON HE
DRAWINGS. MINIMUM NAILING REQ. NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THE FBC. INSTALL
BOLTS AD LAG SCREWS SHALL
TO ANSI/ASME STANDARD B 8E1S ALL IBOLDS
TS AND LA CREWS SHAIE
ON THE PLANS ORLL BE INSTAL D WITH STANDARD CUONFORM
WASHERS.
ALL ANCHOR BOLTS AND THREADED ANCHOR RODS SHALL BE IN ACCORDANCE WITH ASTM A307, GRADE A, OR
ASTM F1554, GRADE 36. ANCHOR ADHESIVES SHALL BE EITHER SET (EPDXY-TIE) OR AT (ARCYLIC-TIE) BY SIMPSON
STRONG -TIE AND INSTALLED TO THEINSTRUCTIONS. ALL DRILLED
SHALL BE CLEANED OF ALL DEBRIS ANID NG BRUSHED OUT PRIOR OSINSTALLLATION OF ANCHOR ADHESIVE ANCHOR HOLES
ALL WOOD MEMBERS EXPOSED TO EXTERIOR CONCRETE, MASONRY, WEATHER, OR EARTH SHALL BE PRESSURE
TREATED LUMBER. ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED. FASTENER
REQUIREMENTS IN PRESSURE TREATED LUMBER ARE AS FOLLOWS:
ACZA PRESERVATIVE: STANDARD CARBON STEEL.
ACQ & MCQ PRESERVATIVE: HOT DIPPED GALVANIZED.
SODIUM BORATE: STAINLESS STEEL CONNECTORS & FASTENERS (NOT REQ. FOR
SILL PLATES OVER CONCR. & VAPOR BARRIER NOT DIRECTLY
EXPOSED TO EARTH OR WEATHER)
ALL DECKS, GUARDS, RAILS, STAIRS AND OTHER ACCESSORY DECK COMPONENTS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH AWC DCA6 PRESCRIPTIVE GUIDE FOR DECK CONSTRUCTION & THE FLORIDA BUILDING CODE,
2017. ALL FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN 300 FEET OF A SALT
- OAA no 4442
ALL EXTERIOR WOOD WALLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEAR WALLS. ALL WOOD DESIGN
SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2015 & WITH
THE FLORIDA BUILDING CODE, 2017.
PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD PS -1 FOR
CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP -108 PERFORMANCE STANDARDS. UNLESS OTHERWISE
NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OFT E THICKNESS AND SPAN RATING SHOWN
ON THE DRAWINGS.
PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA REC �MMENDATIONS. ALLOW 1/8" SPACING AT
PANEL EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL M PNUFACTURER.
ALL SUB -FLOORING, ROOF, AND SHEARWALL SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR
TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. STAGGER � NDS OF ADJACENT PANELS 4'-011
.
ROOF SHEATHING SHALL BE BLOCKED, TONGUE -AND -GROOVE, OR HA �E EDGES SUPPORTED BY PLYCLIPS.
ATTACH PLYWOOD PANELS TO SUPPORTING MEMBERS WITH 10d NAIL SPACED 4" ON CENTER ALONG THE PANEL
EDGES AND AT 6" ON CENTER ALONG INTERMEDIATE SUPPORTS, UNL SS NOTED OTHERWISE.
SUB -FLOORING SHEATHING SHALL BE UNBLOCKED, EXCEPT AS INDICA ED ON DRAWINGS. ATTACH PLYWOOD
PANELS TO SUPPORTING MEMBERS WITH 8d NAILS SPACED 4" ON CEN ER ALONG THE PANEL EDGES AND AT 8" ON
CENTER ALONG INTERMEDIATE SUPPORTS, UNLESS NOTED OTHER WI�II E.
PREFABRICATED WOOD TRUS`ES:
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WIT6 THE DESIGN INTENT OF THE CONTRACT
DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONT �CTOR TO VERIFY COMPLIANCE WITH THE
CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIM NSIONS, ETC. CONTRACTOR SHALL NOT BE
RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE
ENGINEER'S REVIEW.
DESIGN AND MANUFACTURE IN ACCORDANCE WITH TPI "DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED
WOOD TRUSSES", LATEST EDITION.
ROOF TRUSS LOADING: SEE TRUSS MANUFACTURES SIGNED AND SEA TRUSS SHOP DRAWINGS FOR APPLICABLE
TRUSS DESIGN LOADS. TRUSS LOADINGS SHALL BE BASED ON THE PR JECTS DESIGN LOADS AND THE MINIMUM
LOAD REQUIREMENTS SET FORTH BY ASCE 7-10 AND THE FLORIDA BUII.DING CODE, 2017 RESIDENTIAL.
ALL TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY TRUSS MAN OFACTURER AND MADE USING TRUSS
HANGERS. TRUSS DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. RUSS DESIGNER TO DETERMINE AND
ESTABLISH EXACT HEIGHT, LENGTH, LOCATION, SPACING, AND WEB M MBER FOR EACH TRUSS. COORDINATE
WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL ITEMS INCLUDING AIR HANDLER LOCATIONS,
MECHANICAL ROOMS AND DUCT SPACE AND ROUTING.
BUILDER SHALL COORDINATE WITH TRUSS DESIGNER FOR PERMANENT TRUSS BRACING. IF NO BRACING
INFORMATION IS PROVIDED, BOTTOM CHORD LATERAL BRACING SHA111LS
BE CONTINUOUS FROM ONE END OF THE
BUILDING TO THE OTHER AND SHOULD OVERLAP AT LEAST ONE TRUSSPACE FOR CONTINUITY. LATERAL
BRACING SHALL BE NAILED TO EACH TRUSS WITH A MIN. OF (2) 16d N INCLUDING INTERMEDIATE TRUSSES.
SEE TRUSS SHOP DRAWINGS FOR OTHER DETAILS ND SPECIFICATIOS FOR BRACING.
REINFORCING STEEL:
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A185 FOR
SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL
CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY IED IN PLACE WITH #16 ANNEALED IRON
WIRE.
ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP_66. PROVIDE CHAIRS,
SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOTJLDIP GALVANIZED' LEGS OR PLASTIC LEGS.
ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK
CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS. "WET -STICKING" OF REINFORCING IS PROHIBITED.
REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE):
FOOTINGS 3" BOTTOM AND SIDES, 2" TOP
SLABS 3/4"
COLUMNS 1-1/2" TO TIES, 2" TOP
BEAMS 1-1/2" TO STIRRUPS
WALLS 1-1/2"
LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI
318, LATEST EDITION, FOR CLASS "B" TENSION LAP SPLICES. DO NOT PLICE CONTINUOUS TOP BARS IN BEAMS AT
ENDS OF CLEAR SPANS. DO NOT SPLICE CONTINUOUS BOTTOM BARS N BEAMS IN CLEAR SPANS BETWEEN
SUPPORTS. SHOW ALL SPLICES ON SHOP DRAWINGS. SPLICE LOCATI NS AND METHODS SUBJECT TO APPROVAL
OF STRUCTURAL ENGINEER.
AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2) #5 BARS ALL FOUR SIDES AND DIAGONALLY; EXTEND
THESE BARS A LAP DISTANCE OR A MINIMUM OF 24" PAST THE OPENING OR HOOK BARS IF DISCONTINUOUS.
DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICAL REINFORCING
UNLESS OTHERWISE SHOWN.
MASONRY WALLS:
MASONRY UNITS SHALL MEET ASTM C90, TYPE 2. ASSEMBLIES SHALL N AVE A MINIMUM COMPRESSIVE STRENGTH
OF fm= 1500. MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C270. GROUT SHALL BE 2000 PSI MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS IN ACCORDANCE WITH ASTM C476. GROUT SHALL CONSIST OF A MIXTURE
OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE
MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. GROUT SHALL HAVE A MAX. COURSE AGGR.
SIZE OF e" & SHALL BE PLACE WITH A SLUMP OF 8 TO 11 INCHES. ALL CELLS CONTAINING VERTICAL BARS, BOND
BEAMS, AND ALL CELLS BELOW GRADE SHALL BE FILLED WITH GROUT. MAXIMUM HEIGHT OF GROUT POUR
ALLOWED IS 5'-0" UNLESS CLEAN-OUT OPENING IS PROVIDED AT BOTT M OF CELLS TO BE FILLED. LOCATE
CLEAN-OUT OPENINGS IN AREAS NOT EXPOSED TO VIEW. CLEAN OUT PENINGS SHALL HAVE A MIN, OPENING
DIMENSION OF 3 INCHES.
UNLESS NOTED OTHERWISE EIGHT INCH MASONRY WALLS SHALL BERTIALLY REINFORCED MASONRY WALL
CONSTRUCTION WITH #5 AT 48 INCH O.C. IN GROUT FILLED CELLS. AD (1) #5 REINFORCING BAR EACH SIDE OF
OPENINGS EXCEEDING 3 FEET.
PROVIDE REINFORCING BARS AT CORNERS, INTERSECTIONS, AND EACH SIDE OF OPENINGS. PROVIDE (2)
REINFORCING BARS EACH SIDE OF OPENINGS OVER 4 FEET WIDE, AND AS SHOWN ON THE PLANS. PROVIDE
HOOKED DOWELS INTO FOOTINGS AND STRUCTURE ABOVE AND/ORB LOW TO PROVIDE
CONTINUITY. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WAL OR
ENGINEER -APPROVED EQUAL) AT 16" O.C.
DO NOT PLACE CONDUITS, PIPES, ETC., IN CELLS WITH VERTICAL REIN ORCING. DO NOT RUN CONDUITS, PIPES,
ETC., HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WALL. ERE MASONRY WALLS ABUT CONCRETE
COLUMNS TO BE PLACED PRIOR TO ERECTION OF MASONRY WALLS, PtOVIDE DOVETAIL SLOTS BETWEEN COLUMN
AND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAIL A �CHOIRS. OTHERWISE, EXTEND CMU
HORIZONTAL JOINT REINFORCING THROUGH CONCRETE COLUMN.
CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON
THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL
JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS.
USE METAL LATH OR WIRE SCREEN FOR CAVITY CAPS. SHEET METAL, FELT, BUILDING PAPER, OR LIKE MATERIALS
ARE PROHIBITED.
CbIFMlrAI- AnHEsiVF ANCHORING IN HOLLOW;CELL APPLICATIONS
ADHESIVE ANCHORS (EPDXY STYLE) SHALL BE USED IN HOLLOW CMU APPLICATIONS FOR STRUCTURAL
ANCHORING. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBO AC 8. ICBO AND/OR SBCCI CODE COMPLIANCE
IS REQUIRED IN APPROPRIATE AREAS, METRO-DADE COMPLIANCE AN /OR FLORIDA BUILDING CODE COMPLIANCE
ARE REQUIRED IN FLORIDA. ANCHORING SYSTEM SHALL INCLUDE THE ADHESIVE, MESH SCREEN (OR UMBRELLA),
ANCHOR (OR INSERT) AND WASHER/NUT FOR PROPER ANCHORING. ACCEPTED PRODUCTS ARE ITW RED HEAD
ACRYLIC 7, GRANITE 5 OR ENGINEER APPROVED SUBSTITUTION.
ADHESIVE SHALL BE MOISTURE INSENSITIVE (ALLOWING INSTALLATIONS IN DAMP OR WATER -FILLED HOLES).
ADHESIVE SHALL HAVE A FULL -CURE LOAD OF 2 HOURS OR LESS AT 7P°F OR SAFETY ISSUES.
MESH SCREENS SHALL BE FORMED INTO A CYLINDRICAL SHAPE WITH NE END CLOSED. ALTERNATELY,
UMBRELLA SUPPLIED BY ITW RED HEAD MAY BE USED IN APPROPRIAT APPLICATIONS. THREADED STUDS SHALL
CONFORM TO ASTM A36 (STANDARD CARBON STEEL) UNLESS NOTED THERWISE. PERMANENTLY EXPOSED
STUDS SHALL BE STAINLESS STEEL. NUTS AND WASHERS SHALL CON ORM TO THE SAME SPECIFICATION AS THE
SUPPLIED STUD.
INSTALLATION SHALL BE IN CONFORMANCE WITH MANUFACTURER'S POINTED LITERATURE. INSTALLATION SHALL
ALSO INCLUDE BRUSHING AND CLEANING OF DRILLED HOLES WITH COMPRESSED AIR AS INSTRUCTED.
INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. EMBEDMENT SHALL BE AS
INDICATED ON THE STRUCTURAL DRAWINGS.
DESIGN CRITERIA:
DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE 2017 FLORIDA BUILDING
CODE 6TH EDITION. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND
ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER THE 2017 FBC:
a
a a
m T�
DEFLECTION
0240 - L/180
L/360 - L/240
0360 -L1240
U240 - BRITTLE
U180 - FLEXIBLE
WIND PRESSURES ON WALLS & ROOFS 3
EFFECTIVE AREA OF
OPENING/ROOF ZONE
LIVE LOAD
DEAD LOAD
ROOF:
20 PSF
15 PSF
FLOORS:
40 PSF
15 PSF
DECKS:
50 PSF
15 PSF
WALLS:
PER C&C
PER ASCE7-10
42.6
BELOW
TBLE. C3-1
ULTIMATE WIND SPEED
10.1 to 20
130 MPH PER ASCE 7-10
NOMINAL WIND SPEED:
22.4
101MPH PER FBC R301.2.1.3
EXPOSURE
-93.8
C PER ASCE 7-10
IMPORTANCE FACTOR
40.6
1.0 CATEGORY II
INTERNAL PRESSURE COEFF
+/-0.18
ENCLOSED (PROTECTED OPENINGS)
COMPONENTS & CLADDING PRESSURES PER TABLE & CHARTS ON THIS PAGE.
a
a a
m T�
DEFLECTION
0240 - L/180
L/360 - L/240
0360 -L1240
U240 - BRITTLE
U180 - FLEXIBLE
WIND PRESSURES ON WALLS & ROOFS 3
EFFECTIVE AREA OF
OPENING/ROOF ZONE
ROOF ZONES'
EXTERIOR WALLS'
INTERIOR ZONE 1
EDGE ZONE 2
CORNER ZONE 3
INTERIOR ZONE 4
END ZONE 5
0 to 10
24.5
-38.9
24.5
-67.8
24.5
-100.2
42.6
-46.2
42.6
-57.0
10.1 to 20
22.4
-37.8
22.4
-62.4
22.4
-93.8
40.6
-44.2
40.6
-53.2
20.1 to 50
19.5
-36.4
19.5
-55.2
19.5
-85.1
38.1
-41.7
38.1
-48.0
50.1 to 100
17.4
-35.3
17.4
-49.8
17.4
1 -73.1
36.3
1 -39.8
36.3
-44.2
100.1 to 500
-
-
-
-
-
-
31.8
-35.3
31.8
-35.3
1. WIND PRESSURES SHOWN ABOVE ARE FOR STRUCTURES WITH A MEAN ROOF HEIGHT OF 30 FEET OR LESS WITH A ROOF PITCH
BETWEEN 2/12 & 6/12 (VERT./HORIZ.). IF THE STRUCTURE IS OUTSIDE THESE PARAMETER PLEASE CONTACT THE ENGINEER.
2. THE EFFECTIVE AREA IS EQUAL TO THE LENGTH " WIDTH OF THE PROPOSED OPENING OR SPAN. THE WIDTH SHALL BE
PERMITTED TO BE NOT LESS THAN 3 OF THE SPAN LENGTH. THE EFFECTIVE AREA FOR FASTENERS SHALL NOT BE GREATER
THAN THE TRIBUTARY AREA B/T FASTENERS.
3. ALL WIND PRESSURE VALUES IN POUNDS; PER SQ. FT(PSF) & ARE CONSIDERED ULTIMATE VALUES. MULTIPLY VALUES BY 0.6
FOR NOMINAL PRESSURES PER FBC R301.2.1.6
ZONE CHARTS
Tia
------------------1
�-• --' m
k
lj T I�
-I---------02--------- 3
031 U
-1----------
21
Im 3�------- 2
I�
0
GABLE ROOFS a
a a
PSF
POUNDS PER SQUARE FEET
PSI
POUNDS PER SQUARE INCH
SS
STAINLESS STEEL
STAGG.
STAGGERED
SPF
SPRUCE -PINE -FIR
SYP
SOUTHERN YELLOW PINE (No. 2 MIN.)
SW
SHEAR WALL
T/G
TOGETHER
T&G
TONGUE AND GROOVE
Typ
TYPICAL
U.N.O.
UNLESS OTHERWISE NOTED
W/
WITH
w/o
WITHOUT
W.W.M/F WELDED WIRE MESH OR FABRIC
--*/ --G--
WALLS
SHEETINDEX
SN -1
STRUCTURAL NOTES & SPECIFICATIONS
S-1 -
FOUNDATION PLAN & DETAILS
S-2
FRAMING PLANS
S-3
ROOF FRAMING PLANS & DETAILS
S_4
FRAMING DETAILS
SYMBOL LEGEND
VIEW DIRECTION
DETAIUSECTION NUMBER
WALL SECTION
1
S LOCATION OF
SECTION CUT
N
SHEET No. WHERE
SECTION IS LOCATED.
�•:
V
DETAIUSECTION NUMBER
ELEVATION
1
S- VIEW DIRECTION
SHEET No. WHERE
oN
>M
SECTION IS LOCATED.
0.,
DETAIUSECTION NUMBER
DETAIL
1
S-1 SHEET No. WHERE
C4,4
SECTION IS LOCATED.
CALL OUT
[A]
N
CUT/ MATCH LINE
y
ELEVATION DATUM
NM
SLAB STEP
X
?p/Tll
(INCHES)
I-_
cd
D
C
z
Z J
W017
�
�U
OQ
w
>. w00
w�
= Z
(n
O J
N F--
00 Q
r
•
.�110
N
LA
�•:
V
oN
>M
0.,
am
Ln
�
C4,4
L u
Vui
U.
N
Lll
NM
z
:z
o
._.a
z
V.�..
oC
N
^
..
M
IRV
■
rm. 0. own,
PROSECT #: 18-305
DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 8/16/18
REVISION -1:
REVISION -2:
le
o 803
• P
e� STATE OF
O
sl
1B1®®een`100
:VIN C. MARTIN, PE #803
SHEET
SN -1
U
w
O
r
U -
w
Lu
>
z
O
N
0
z
U -
z
O
z
O
Z
Lu
0
z
w
>
Lu
V)
V)
Z
Q
Lu
J
Q
V)
0
z
0
J
J
z
Lu
w
z
z
Lu
Z
f=
w
w
U -
z
Lu
V)
z
0
z
U-1
EL
F-
0
a
W_w
ON
W ca
O0
oQ
OZ
>- O
z ,-
Qo
Z z
0
a_0
De
ON
60
=N
3w
z�
U -J
Q
r)>_
�
w
w>
w0'
w Z
OQ
ujU
N W
=) 2
wcaU
F— J
Oa
zN
J w
a
=O
NU
�2Q
Lou- �
z
Zo
OU
U Lii
zQ
0::�
V) X
uiw
0 C
QCLQ
,1 0
Qw
Cew
w
V)
Q
�O
zU
w
Lu
�Q
3 z
ZO
z
QLu
�
0 t�
Uuj
J W
J W
z
ZZ
�w
wW
W
z�
W3:
z�
._. z
�-o
QN
�z
� W
00
20'-3"
C.L.
POST
13'-10"
L
S-1
4'-0"
SW16
•
A
I I
1I
1 I
i
Sw161 I
I
2 I • I TE8
1
S-1 S-1 I B
I I I
SW16----SW16 ----J 1
• -------------
I 1
�N (--------------- –N F.F.E. O' -0"m I
IF24 1
F_ — — — — — — — ------ --i
• I IF24 I ------------ --1
L_1 r i A
ALL SLABS: I
Ah
47
SW16 I• I C ( I MA12 4 DEEP POURED CONC. SLAB 3 I
I I 1 I I w/ 6x6, #10/10 WW, F. OR
�n I I S-1 FIBERMESH REINF. OVER 6 MIL S-1
o� 1-1 VAPOR BARRIER OVER CLEAN
F. F.E. 0'-0"
F- -I COMPACTED FILL. TE8
I 1 IF24 I
• I IF24
J L — I-� 0'-0" FIN. FLR. ELEV.
(ASSUMED DATUM)
3. B
1 20'-84 _ C.L. 17-44 I
SW16 1• I -^�' AL MA12
I I 1 I
I 1 I I TE8
L——L 1-------------
ZZ
— -
- — —SW16 • • • r SW16 -
4
S-1
r-
6'-0"
20'-6"
CONTRACTOR SHALL VERIFY ALL
DIMENSIONS WITH THE APPROVED
ARCHITECTURAL PLANS, SITE PLAN, AND
EXISTING CONDITIONS BEFORE
PLACEMENT OF CONCRETE.
10'-0" —
M12
— — — — — — —
o
I-----------1
I
ALL SLABS:
4" DEEP POURED CONC. SLAB I M12
o M12 w/ 6x6, #10/10 W.W.F. OR o
I FIBERMESH REINF. OVER 6 MIL I o
0
VAPOR BARRIER OVER CLEAN
I COMPACTED FILL.
{
I
L — — — — — — — —-
—�
M12
I
rE8 TE81 9
— — TE8 — J
10'-0"
0
5
S-1
S-1
FOUNDATION PLAN -GARAGE
7'-3"
17'-7"
FOUNDATION PLAN -ADDITION
scnLe: 1/4" rn.
ALIGN w/ EXISTING
— — SW16 — —
TE8
4
S-1
T'L_
TE8
_ IF18
FTG. TO BE PLACED UNDER
EXIST. BEAM BEARING
LOCATION
I I MA12
I
I
LJ_.
1 2" RECESS (CMU ONLY)
INSTALL TRANSFER BARS PER
PLANS (CMU WALLS ONLY)
VAPOR BARRIER (6 -MIL
MIN.) OVER CLEAN
COMPACTED FILL
SCHEDULE
CMU HEADER BLOCK w/
(1) #5 BAR CONTINUOUS
8"x16" CMU STEMWALL. FILL
REINFORCED CELLS SOLID
ADD (1) #4 MIN. IN --�
FOOTING FOR BRICK '
1 LEDGE \
ZX
0
z
W
SW16 Z
J
Q
4" CONCRETE SLAB W/ 6X6
W1.4xl .4 OR FIBERMESH
z
GRADEOD
�
r�\
r 6" OPT. BRICK LEDGE w/ (1) #4 OR #5
BAR FROM GRADE TO BOT. OF
14 i FOOTING. SEE PLAN FOR LOCATIONS.
MONOLITHIC FOOTING, SEE —�
FOOTING SCHEDULE FOR SIZE &
REINFORCING
\� EXTERIOR MONOLITHIC FOOTING
4" CONCRETE SLAB W/ 6X6 W1.4xl .4 OR
FIBERMESH OVER 6 MIL VAPOR
BARRIER & CLEAN COMPACT FILL
VERTICAL REINFORCING TO BE (1) #5
AT 48" O.C. & AT CORNERS w/ MIN. 7"
BEND AT BOTTOM & 12" MIN. BEND INTO
SLAB, U.N.O.
STEMWALL FOOTING. SEE SCHEDULE
FOR SIZE AND REINFORCING.
BEARING SOILS TO BE
COMPACTED & FREE OF
DELETERIOUS MATERIALS
STEMWALL FO2T'NG
NOTE: CONTACT ENGINEF STEMWALL
EXCEEDS 48", FROM T.O.S TO FOOTER (6
COURSES).
PLACE (1) #5 VERTICAL BAR
AT THRU PAD w/ 12" HOOK
POST w/ HOLDOWN. SEE FRAMING
PLANS & DETAILS FOR SPECS.
a ..d. �z
\`\ �
' ��-
n • \\ bo
.�
INTO SLAB & 7" INTO FTG.
SEE TYP. STEMWALL DETAIL 18"x18" PAD FOOTING FOR
FOR ALL OTHER SPECS. PORCH POST SUPPORT.
GRADE �, \\\\\ \\\� PLACE (2) #5 BARS EACH WAY
44
SEE TYP. STEMWALL
\/ w ° \\� DETAIL & SCHEDULE FOR
SIZE &REINFORCING
\ SEE FOOTING SCHEDULE \ /
2 STEMWALL FTG. & PAD
NOTE: CONTACT ENGINEER IF STEMWALL
EXCEEDS 48", FROM T.O.S TO FOOTER (6
COURSES).
4" CONCRETE SLAB W/ 6X6 W1.4xl .4 OR
FIBERMESH.
F.F.E.
VAPOR BARRIER (6 -MIL
MIN.) OVER CLEAN /\ \/\ sr 0 1 \ \\
COMPACTED FILL SCHEDULE
INTERIOR MONOLITHIC FOOTING. SEE
FOOTING SCHEDULE FOR SIZE AND
REINFORCING
INTERIOR MONOLITHIC FOOTING
THICKENED EDGE SLAB, SEE FOOTING
SCHEDULE FOR SIZE & REINFORCING
4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
FIBERMESH
/\\
�\ /\ VAPOR BARRIER (6 -MIL
MIN.) OVER CLEAN
SEE FOOTING COMPACTED FILL
SCHUDLE
4 THICKENED EDGE SLAB
Lu
Q
O
0
z
FOUNDATION LEGEND
FOUNDATION SCHEDULE::77
■
❑
VERTICAL REINFORCEMENT
DRILL & EPDXY (2) #5 BA
FROM NEW FTG. IT EXI
-SPE
MIN. EMBED
REINFORCING
Ln
-SPE
WIDTH
LENG.
THICKNESS
8" CMU STEMWALL
B
[]
oN
>M
MARK
SLAB
BOTTOM
TOP
TRANSVERSE
FOOTINGS
MA12
11-0 "
CONT.
1' - 0"
(2) #5 CONTINUOUS
N/A
N/A
INTERIOR MONOLITHIC
ALL EXTERIOR ISOLATE
1'- 4"
CONT.
10"
(2) #5 CONTINUOUS
N/A
N/A
EXTERIOR STEMWALL
SW16
IF18
V-6'
l' - 6"
11-01.
2 #5 EACH WAY
N/A
N/A
ISOLATED FOOTING
IF24
2'-0"
2'-0'
1' - 0"
(2) #5 EACH WAY
N/A
N/A
ISOLATED FOOTING
TES
8"
CONT.
1' - 0"
1) #5 CONTINUOUS
N/A
N/A
THICKENED EDGE
M12
1' - 0"
CONT.
1' - 0"
(2) #5 CONTINUOUS
N/A
N/A
MONOLITHIC
ALIGN w/ EXISTING
— — SW16 — —
TE8
4
S-1
T'L_
TE8
_ IF18
FTG. TO BE PLACED UNDER
EXIST. BEAM BEARING
LOCATION
I I MA12
I
I
LJ_.
1 2" RECESS (CMU ONLY)
INSTALL TRANSFER BARS PER
PLANS (CMU WALLS ONLY)
VAPOR BARRIER (6 -MIL
MIN.) OVER CLEAN
COMPACTED FILL
SCHEDULE
CMU HEADER BLOCK w/
(1) #5 BAR CONTINUOUS
8"x16" CMU STEMWALL. FILL
REINFORCED CELLS SOLID
ADD (1) #4 MIN. IN --�
FOOTING FOR BRICK '
1 LEDGE \
ZX
0
z
W
SW16 Z
J
Q
4" CONCRETE SLAB W/ 6X6
W1.4xl .4 OR FIBERMESH
z
GRADEOD
�
r�\
r 6" OPT. BRICK LEDGE w/ (1) #4 OR #5
BAR FROM GRADE TO BOT. OF
14 i FOOTING. SEE PLAN FOR LOCATIONS.
MONOLITHIC FOOTING, SEE —�
FOOTING SCHEDULE FOR SIZE &
REINFORCING
\� EXTERIOR MONOLITHIC FOOTING
4" CONCRETE SLAB W/ 6X6 W1.4xl .4 OR
FIBERMESH OVER 6 MIL VAPOR
BARRIER & CLEAN COMPACT FILL
VERTICAL REINFORCING TO BE (1) #5
AT 48" O.C. & AT CORNERS w/ MIN. 7"
BEND AT BOTTOM & 12" MIN. BEND INTO
SLAB, U.N.O.
STEMWALL FOOTING. SEE SCHEDULE
FOR SIZE AND REINFORCING.
BEARING SOILS TO BE
COMPACTED & FREE OF
DELETERIOUS MATERIALS
STEMWALL FO2T'NG
NOTE: CONTACT ENGINEF STEMWALL
EXCEEDS 48", FROM T.O.S TO FOOTER (6
COURSES).
PLACE (1) #5 VERTICAL BAR
AT THRU PAD w/ 12" HOOK
POST w/ HOLDOWN. SEE FRAMING
PLANS & DETAILS FOR SPECS.
a ..d. �z
\`\ �
' ��-
n • \\ bo
.�
INTO SLAB & 7" INTO FTG.
SEE TYP. STEMWALL DETAIL 18"x18" PAD FOOTING FOR
FOR ALL OTHER SPECS. PORCH POST SUPPORT.
GRADE �, \\\\\ \\\� PLACE (2) #5 BARS EACH WAY
44
SEE TYP. STEMWALL
\/ w ° \\� DETAIL & SCHEDULE FOR
SIZE &REINFORCING
\ SEE FOOTING SCHEDULE \ /
2 STEMWALL FTG. & PAD
NOTE: CONTACT ENGINEER IF STEMWALL
EXCEEDS 48", FROM T.O.S TO FOOTER (6
COURSES).
4" CONCRETE SLAB W/ 6X6 W1.4xl .4 OR
FIBERMESH.
F.F.E.
VAPOR BARRIER (6 -MIL
MIN.) OVER CLEAN /\ \/\ sr 0 1 \ \\
COMPACTED FILL SCHEDULE
INTERIOR MONOLITHIC FOOTING. SEE
FOOTING SCHEDULE FOR SIZE AND
REINFORCING
INTERIOR MONOLITHIC FOOTING
THICKENED EDGE SLAB, SEE FOOTING
SCHEDULE FOR SIZE & REINFORCING
4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
FIBERMESH
/\\
�\ /\ VAPOR BARRIER (6 -MIL
MIN.) OVER CLEAN
SEE FOOTING COMPACTED FILL
SCHUDLE
4 THICKENED EDGE SLAB
Lu
Q
O
0
z
FOUNDATION LEGEND
■
❑
VERTICAL REINFORCEMENT
DRILL & EPDXY (2) #5 BA
FROM NEW FTG. IT EXI
2S, 16" LG
T. FTG, 6"
MIN. EMBED
N
Ln
V
(1) #5 BAR, 16" LG., AT 36'
O.C. DRILL &
8" CMU STEMWALL
B
[]
oN
>M
EPDXY MIN. 6" INTO EXIST.
SLAB
PLACE (1) #5 VERTICAL
oN
FOOTINGS
U�
REINFORCEMENT IN STE
WALL ABOVE
Lu
ALL EXTERIOR ISOLATE
FOOTINGS
z
(IF24). CENTER ABOVE F
G.
ALIGN w/ EXISTING
— — SW16 — —
TE8
4
S-1
T'L_
TE8
_ IF18
FTG. TO BE PLACED UNDER
EXIST. BEAM BEARING
LOCATION
I I MA12
I
I
LJ_.
1 2" RECESS (CMU ONLY)
INSTALL TRANSFER BARS PER
PLANS (CMU WALLS ONLY)
VAPOR BARRIER (6 -MIL
MIN.) OVER CLEAN
COMPACTED FILL
SCHEDULE
CMU HEADER BLOCK w/
(1) #5 BAR CONTINUOUS
8"x16" CMU STEMWALL. FILL
REINFORCED CELLS SOLID
ADD (1) #4 MIN. IN --�
FOOTING FOR BRICK '
1 LEDGE \
ZX
0
z
W
SW16 Z
J
Q
4" CONCRETE SLAB W/ 6X6
W1.4xl .4 OR FIBERMESH
z
GRADEOD
�
r�\
r 6" OPT. BRICK LEDGE w/ (1) #4 OR #5
BAR FROM GRADE TO BOT. OF
14 i FOOTING. SEE PLAN FOR LOCATIONS.
MONOLITHIC FOOTING, SEE —�
FOOTING SCHEDULE FOR SIZE &
REINFORCING
\� EXTERIOR MONOLITHIC FOOTING
4" CONCRETE SLAB W/ 6X6 W1.4xl .4 OR
FIBERMESH OVER 6 MIL VAPOR
BARRIER & CLEAN COMPACT FILL
VERTICAL REINFORCING TO BE (1) #5
AT 48" O.C. & AT CORNERS w/ MIN. 7"
BEND AT BOTTOM & 12" MIN. BEND INTO
SLAB, U.N.O.
STEMWALL FOOTING. SEE SCHEDULE
FOR SIZE AND REINFORCING.
BEARING SOILS TO BE
COMPACTED & FREE OF
DELETERIOUS MATERIALS
STEMWALL FO2T'NG
NOTE: CONTACT ENGINEF STEMWALL
EXCEEDS 48", FROM T.O.S TO FOOTER (6
COURSES).
PLACE (1) #5 VERTICAL BAR
AT THRU PAD w/ 12" HOOK
POST w/ HOLDOWN. SEE FRAMING
PLANS & DETAILS FOR SPECS.
a ..d. �z
\`\ �
' ��-
n • \\ bo
.�
INTO SLAB & 7" INTO FTG.
SEE TYP. STEMWALL DETAIL 18"x18" PAD FOOTING FOR
FOR ALL OTHER SPECS. PORCH POST SUPPORT.
GRADE �, \\\\\ \\\� PLACE (2) #5 BARS EACH WAY
44
SEE TYP. STEMWALL
\/ w ° \\� DETAIL & SCHEDULE FOR
SIZE &REINFORCING
\ SEE FOOTING SCHEDULE \ /
2 STEMWALL FTG. & PAD
NOTE: CONTACT ENGINEER IF STEMWALL
EXCEEDS 48", FROM T.O.S TO FOOTER (6
COURSES).
4" CONCRETE SLAB W/ 6X6 W1.4xl .4 OR
FIBERMESH.
F.F.E.
VAPOR BARRIER (6 -MIL
MIN.) OVER CLEAN /\ \/\ sr 0 1 \ \\
COMPACTED FILL SCHEDULE
INTERIOR MONOLITHIC FOOTING. SEE
FOOTING SCHEDULE FOR SIZE AND
REINFORCING
INTERIOR MONOLITHIC FOOTING
THICKENED EDGE SLAB, SEE FOOTING
SCHEDULE FOR SIZE & REINFORCING
4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
FIBERMESH
/\\
�\ /\ VAPOR BARRIER (6 -MIL
MIN.) OVER CLEAN
SEE FOOTING COMPACTED FILL
SCHUDLE
4 THICKENED EDGE SLAB
Lu
Q
O
0
z
PRO) ECT #: 18-305
DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 8/16/18
REVISION -1:
REVISION -2:
'��s�N C.
♦ I
035
' -�3 �. TAT O F � o
O
R
'e,°®SS eO N A `'(l_ 0®®
KEVIN C. MARTIN, PE #80359
SHEET
S-1
�'O
N
Ln
V
Z
oN
>M
mu"
oN
U�
r --
Lu
NM
z
;z�
..-.
Q
"1
>
�,,�
•
z
O
O°`
L.L..
z
.�..
M
I�
Ah
Q
low
PRO) ECT #: 18-305
DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 8/16/18
REVISION -1:
REVISION -2:
'��s�N C.
♦ I
035
' -�3 �. TAT O F � o
O
R
'e,°®SS eO N A `'(l_ 0®®
KEVIN C. MARTIN, PE #80359
SHEET
S-1
U
w
0
r
U-
ry
Lu
>
z
O
V)
O
z
U-
-7 Z
0
V)
z
0
z
Lu
0
Z
Lu
>
w
V)
Z
Q
Lu
Q
V)
O
Z
r)
J
J
Z
w
Lu
Z
Z
Lu
z
Q
0
Ix
LL
Z
Lu
V)
z
0
U
Z
w
K
0
w
CL
0
Q
uj
-
u -V)
00
�Q
OZ
r0
z ,-
Qp
zZ
rzO
Q�
CZ
ceQ
ON
J LU Z
00
= z
Lu
Z�
_o
uj J
UQ
0}
wLL_
w
w>
cep
w
OQ
Lu U
�_
Lu (�
m J
F_ J
0=
Z N
J �
Q�
U
Va
0Q�
Lu '--
U -7
z L
O
U u.
za
Lu
�ry
Da
Za
Qa
Q u
wuu
wC
z(
Lu
Gc
3�
vi `
Z�
<i
U�
J L
J L
z
Fi
Lu
w�
Zi
zl
w
z
P=
Q
O
i
)
i
LJ
u
u
u
L
>
>
n
7
n
Z
u
(2) 2x10 No. 2 SYP
B D
uj L)
O
9N
zQ
5 O
S-4 Q
m
(2) 2x8
2:2
6X6 No. 2 SYP
PORCH
POSTS,TYP.
(2) 2.0E 1.75"x9.25" GP LVL
2.0E 1.75"x11 7/8" GP LVL
ICI
1
S-4
Ila
(2) 2x8
2:2
ICI
C
(2) 2x10 No. 2
6X6 No. 2 SYP
PORCH
POSTS,TYP.
3
S-4
(2) 2x10 No. 2 SYP
(
(2) 2x8
2:2
16,
(2) 2x6
2:1
W
o 00
(V N
0
v
Ile r2.OE
REMOVE EXIST.
FLOOR JOIST
INSTALL NEW 14" TJ
360 I -JOISTS AT 24"
O.C. FULL SPAN
a.
�
N
6
z
9.25" GP LVL
cx 2
C
kc 1
) 2x8
2:1
** EXISTING /
FLOOR JOIST
DIRECTION
(2
227 2x8
(2) 2x6
2:1
GARAGE Ff�AMING
SCALE: 1/4" = l'-0"
(2) 2x6
2:1
1
S-2
U)
u�
m
00 o
x tV
N
N
0
v
PLAN
IFI
** EXISTING
�- FLOOR JOIST -->
DIRECTION
FILL IN FRAMING
PER TYP. WALL
SECTIONS
(2) 2x8 2
2:1 S-4
0
�--- PLACE 3 -PLY
STUD GROUP AT
BEAM BEARING
** EXISTING
�- FLOOR JOIST --�
DIRECTION
f
1ST FLR, FRAMING PLAN
SCALE: .r<"= l' -O"
** EXISTING
FLOOR JOIST
DIRECTION
rAPArF WAI I FRAMING. TYP.
SCALE: 1/4!'= 1'-0"
** IF EXISTING FLOOR JOIST DIRECTION IS DIFFERENT THAN
INDICATED ON THE PLANS CONTACT ENGINEER IMMEDIATELY**
PLACE 3 -PLY No. 2 SYP STUD GROUP UNDER RIDGE BEAM
a BEARING. FASTEN STUDS T/G w/ 10d NAILS AT 8" O.C. STAGG.
EACH SIDE. FASTEN RIDGE BEAM TO STUD GROUP W/ (2) CS14
STRAPS EACH SIDE AND EACH END. FASTEN STUD GROUP TO
FOOTING w/ (1) HTT4 HOLDOWN, USE 8" ANCHOR DRILLED &
EPDXY MIN. 7" EMBED.
PLACE 3 -PLY No. 2 SYP STUD GROUP UNDER BEAM BEARING.
FASTEN STUDS T/G w/ 10d NAILS AT 8" O.C. STAGG. EACH
a SIDE. FASTEN BEAM TO STUD GROUP W/ (2) HTS16 TWIST
STRAPS EACH SIDE. FASTEN STUD GROUP TO FOOTING w/ (1)
HTT4 HOEDOWN, USE 8" ANCHOR DRILLED & EPDXY MIN. 7"
EMBED.
INSTALL SIMPSON DTT2Z HOLDOWN AT BASE OF CORNER OR
a OPENING KING STUD GROUP WHERE SHOWN. FILL ALL HOLES
W1 4" x 2.5" SDS SCREWS; FASTEN TO FOUNDATION W/ 1/2"
THREADED ROD SET 7" INTO ADHESIVE.
1
S-4
ALL EXTERIOR WALLS NOT LABELED AS SHEARWALLS SHALL
BE CONSIDERED SHEARWALL "SW -1" AND CONSTRUCTED
ACCORDING TO THE SHEARWALL LEGEND, U.N.O.
PLACE DBL. STUD GROUP UNDER PORCH BEAM BEARING IN
EXTERIOR WALL. NOTCH BEAM AT TOP PLATE & FASTEN STUD
GROUP TO PORCH BEAM W/ (1) MSTA 18 STRAP OR LTS18
TWIST STRAP.
E FASTEN END WALL STUD GROUP TO EXISTING FRAMED WALL -
w/ 10d NAILS AT 6" O.C. STAGGERD
VERIFY EXISTING BEAM IS MINIMUM 4 -PLY 2x12 No.2 SYP OR
❑F (2) 2.0E 1.75"x14" GP LVL. FASTEN 4 -PLY 2x12 BEAM T/G w/
4'x4.5 SDS SCREWS AT 12" O.C. STAGG.FASTEN NEW TJI
FLOOR JOISTS TO BEAM w/ ITS2.37/14 TOP FLANGE HANGERS.
FILL ALL HOLES WITH 10d NAILS
LVL FASTENING REQ.
2 TO 3 -PLY: (3) ROWS OF 10d NAILS AT 12" O.C.
OR
(2) ROWS OF 16d NAILS AT 12" O.C. EACH SIDE,
4 -PLY: (2) ROWS OF T" x 6" SDS SCREWS AT 24" O.C. EACH SIDE.
STRUCTURAL SHEATHING REQUIREMENTS
SHEATHING
MIN.
I MIN.
ZONE 2
ZONE 3
CANTILEVER 4'-0"
SHEATHING
FIELD
NAIUSPACING
ROW
SW -1
BEAM FOR ROOF- O.H.
:NAIL: EDGE/FIELD
NAIL EDGE/FIELD
NAIL EDGE/FIELD
SHINGLE
7/16"
O.H. SUPPORT
6"/12" o.c.
8d R.S.
6"/12" o.c.
8d R.S.
FASTEN BEAM TO CORNER
(ROOF)
OSB/PLY
2X6 SPF STUD
16„
16 „
STUD GROUP w/ CS14
16 ,.
16
METAL
15/32"8d
SEE
STRAP, TYP.
8d R.S.
6"/12" o.c.
Bd R.S.
6"/6" o.c.
PLA
SEE FRAMING PLANS &
16"
ROOF & FLOOR
2X4 SPF STUD
&
DETA
TYPICAL DETAILS FOR
TILE
19/32" PLY
10d
6"/12" o.c.
8d R.S.
FRAMING SPECS
8d R.S.
6"/6" o.c.
(ROOF)
16"
R. S.
SEE PLAN FOR TYPICAL
16"
16"
2X6 SPF STUD
FLOOR
23/32" T&G
HOEDOWN FASTENINGS
GLUED & NAILED - EDGES: 6" o.c; FIELD: 12" o.c.
16"
OSB/PLY
8d R.S.
PORCH
** EXISTING
FLOOR JOIST
DIRECTION
rAPArF WAI I FRAMING. TYP.
SCALE: 1/4!'= 1'-0"
** IF EXISTING FLOOR JOIST DIRECTION IS DIFFERENT THAN
INDICATED ON THE PLANS CONTACT ENGINEER IMMEDIATELY**
PLACE 3 -PLY No. 2 SYP STUD GROUP UNDER RIDGE BEAM
a BEARING. FASTEN STUDS T/G w/ 10d NAILS AT 8" O.C. STAGG.
EACH SIDE. FASTEN RIDGE BEAM TO STUD GROUP W/ (2) CS14
STRAPS EACH SIDE AND EACH END. FASTEN STUD GROUP TO
FOOTING w/ (1) HTT4 HOLDOWN, USE 8" ANCHOR DRILLED &
EPDXY MIN. 7" EMBED.
PLACE 3 -PLY No. 2 SYP STUD GROUP UNDER BEAM BEARING.
FASTEN STUDS T/G w/ 10d NAILS AT 8" O.C. STAGG. EACH
a SIDE. FASTEN BEAM TO STUD GROUP W/ (2) HTS16 TWIST
STRAPS EACH SIDE. FASTEN STUD GROUP TO FOOTING w/ (1)
HTT4 HOEDOWN, USE 8" ANCHOR DRILLED & EPDXY MIN. 7"
EMBED.
INSTALL SIMPSON DTT2Z HOLDOWN AT BASE OF CORNER OR
a OPENING KING STUD GROUP WHERE SHOWN. FILL ALL HOLES
W1 4" x 2.5" SDS SCREWS; FASTEN TO FOUNDATION W/ 1/2"
THREADED ROD SET 7" INTO ADHESIVE.
1
S-4
ALL EXTERIOR WALLS NOT LABELED AS SHEARWALLS SHALL
BE CONSIDERED SHEARWALL "SW -1" AND CONSTRUCTED
ACCORDING TO THE SHEARWALL LEGEND, U.N.O.
PLACE DBL. STUD GROUP UNDER PORCH BEAM BEARING IN
EXTERIOR WALL. NOTCH BEAM AT TOP PLATE & FASTEN STUD
GROUP TO PORCH BEAM W/ (1) MSTA 18 STRAP OR LTS18
TWIST STRAP.
E FASTEN END WALL STUD GROUP TO EXISTING FRAMED WALL -
w/ 10d NAILS AT 6" O.C. STAGGERD
VERIFY EXISTING BEAM IS MINIMUM 4 -PLY 2x12 No.2 SYP OR
❑F (2) 2.0E 1.75"x14" GP LVL. FASTEN 4 -PLY 2x12 BEAM T/G w/
4'x4.5 SDS SCREWS AT 12" O.C. STAGG.FASTEN NEW TJI
FLOOR JOISTS TO BEAM w/ ITS2.37/14 TOP FLANGE HANGERS.
FILL ALL HOLES WITH 10d NAILS
LVL FASTENING REQ.
2 TO 3 -PLY: (3) ROWS OF 10d NAILS AT 12" O.C.
OR
(2) ROWS OF 16d NAILS AT 12" O.C. EACH SIDE,
4 -PLY: (2) ROWS OF T" x 6" SDS SCREWS AT 24" O.C. EACH SIDE.
STRUCTURAL SHEATHING REQUIREMENTS
1. ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXP05URE 1.
2. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET
THE FOLLOWING MINIMUM REQUIREMENTS:
7/16" =.437" THICKNESS - 24/16 SPAN RATING
15/32" =.469" THICKNESS - 32/16 SPAN RATING
19/32" =.594" THICKNESS - 40/20 SPAN RATING
23/32" =.719" THICKNESS - 48/24 SPAN RATING
3. ALL ROOF SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSION
PERPENDICULAR TO THE ROOF SUPPORTS.
4. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE IN
ACCORDANCE w/ THE FLORIDA PRODUCT APPROVAL.
5. ALL NAILS SHALL BE RING SHANK NAILS U.N.O.
6. 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING
FASTENING.
SHEAR WALL LEGEND
ID
SHEATHING
ZONE 1
ZONE 2
ZONE 3
TYPE
SHEATHING
FIELD
NAIUSPACING
ROW
SW -1
7/16"
:NAIL: EDGE/FIELD
NAIL EDGE/FIELD
NAIL EDGE/FIELD
SHINGLE
7/16"
8d R.S.
6"/12" o.c.
8d R.S.
6"/12" o.c.
8d R.S.
6"/6" o.c.
(ROOF)
OSB/PLY
2X6 SPF STUD
16„
16 „
16 „
16 ,.
16
METAL
15/32"8d
R.S.
6"/12" O.C.
8d R.S.
6"/12" o.c.
Bd R.S.
6"/6" o.c.
(ROOF)
OSB/PLY
16"
ROOF & FLOOR
2X4 SPF STUD
16"
12"
TILE
19/32" PLY
10d
6"/12" o.c.
8d R.S.
6"/12" o.c.
8d R.S.
6"/6" o.c.
(ROOF)
16"
R. S.
16"
16"
16"
2X6 SPF STUD
FLOOR
23/32" T&G
10d OR
GLUED & NAILED - EDGES: 6" o.c; FIELD: 12" o.c.
16"
OSB/PLY
8d R.S.
PORCH
3/8"
8d
EDGES: 3" o.c; FIELD: 6" o.c.
CEILINGS
OSB/PLY
24"*
16"
WALLS
7/16"(MIN.)
SEE SHEAR WALL LEDGED
V
OSB/PLY
1. ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXP05URE 1.
2. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET
THE FOLLOWING MINIMUM REQUIREMENTS:
7/16" =.437" THICKNESS - 24/16 SPAN RATING
15/32" =.469" THICKNESS - 32/16 SPAN RATING
19/32" =.594" THICKNESS - 40/20 SPAN RATING
23/32" =.719" THICKNESS - 48/24 SPAN RATING
3. ALL ROOF SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSION
PERPENDICULAR TO THE ROOF SUPPORTS.
4. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE IN
ACCORDANCE w/ THE FLORIDA PRODUCT APPROVAL.
5. ALL NAILS SHALL BE RING SHANK NAILS U.N.O.
6. 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING
FASTENING.
SHEAR WALL LEGEND
ID
SHEATHING
FASTENINGSILLS
ANCHORS
END
STUD
GROUPS
VERTICAL
EDGES
HORIZONTAL EDGES
FIELD
NAIUSPACING
ROW
SW -1
7/16"
8d AT 6"
8d AT 3"
SINGLE
8d AT 12"
32" O.C.
2
1. ALL SHEATHING MUST BE MINIMUM OF 16' RATED OSB OR PLYWOOD & FASTENED
PER THE TYPICAL DETAILS.
2. ALL WALL SHEATHING SHALL BE FULL HEIGHT SHEATHING THAT EXTENDS FROM THE
BOTTOM PLATE TO THE UPPER MOST STUD IN THE DBL. TOP PLATE.
3. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. ALL HORIZONTAL
EDGES MUST BE FULLY BLOCKED w/ 2x FRAMING LAID FLAT AGAINST BACK SIDE OF
SHEATHING FOR NAILING.
4. A MINIMUM GAP OF a" AT SHEATHING JOINTS MUST BE MAINTAINED.
5. HOLDOWNS MUST BE PLACED AT EACH END OF SHEARWALL, U.N.O. SEE FRAMING
PLAN/DETAILS FOR HOLDOWNS TYPES, LOCATIONS, & INSTALLATION SPECS.
6. ALL SILL ANCHORS SHALL BE A MIN. OF �' IN DIA. w/ 3"x3")4'SQUARE WASHER & NUT
EDGE OF WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE
ON THE SHEATHED SIDE. SILL ANCHORS NOT REQ. FOR UPPER LEVEL WALLS.
FASTEN BTM. PLATES TO FLOOR FRAMING PER TYPICAL WALL SECTIONS. SEE
DETAILS FOR INSTALLATION SPECS.
7. EXTERIOR STUCCO FINISH REQUIRES A MIN. 15/32" RATED SHEATHING INSTALLED
HORIZONTALLY w/ 2x FLAT WISE BLOCKED EDGES.
8. MINIMUM END STUDS FOR EACH SHEAR WALL SECTION ARE SHOWN IN TABLE ABO
AND SHALL BE CONSTRUCTED PER THE TYPICAL CORNER FRAMING DETAIL.
9. SHEARWALL FASTENING SHOULD BE CONSTRUCTED PER THE TYPICAL SHEATHING
FASTENING DETAILS AND NOTES.
BEARING WALL STUD SPACING
;'t
LOAD BEARINGS
STUDS SUPPORTING
TYPE
WALL HEIGHT
(STUCCO FINISH)
WALL HEIGHT
(FLEXIBLE FINISH)
8' 9' 10' 12'
8' 9' 10'
ROOF ONLY
2X4 SPF STUD
16"
16"
12"
-
16"
16"
16"
10d RINGSHANK
2X4 No. 2 SPF
16"
16"
16"
-
16"
16"
16"
I,4%
2X6 SPF STUD
16„
16 „
16 „
16 ,.
16
16
16"
Ln
2X6 No. 2 SPF
24"*
24"*
16"
16"
24'
24"*
16"
ROOF & FLOOR
2X4 SPF STUD
16"
12"
-
-
16"
12"
-
2X4 No. 2 SPF
16"
16"
16"
-
16"
16"
16"
2X6 SPF STUD
16"
16"
16"
16"
16"
16"
16"
2X6 No. 2 SPF
16'
16"
16"
16"
24'
24"*
16"
1. THE ABOVE STUD SPACING ARE THE MAXIMUM ALLOWABLE STUD SPACING FOR 1
REFERENCED LOADING CONDITIONS, WALL HEIGHT, EXTERIOR CLADDING TYPE, /
STUD TYPE, UNLESS NOTED OTHERWISE ON THE FRAMING PLAN.
2. IF THE STUD SPACING IS NOT LISTED, THE STUD SIZE AND GRADE IS NOT
ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT.
3. (*) ALL WALLS WITH STUD SPACING OF 24" O.C. SHALL HAVE THE SHEATHING
INSTALLED HORIZONTALLY WITH THE LONG DIMENSION PERPENDICULAR TO THE
STUDS AND ALL EDGES BLOCKED w/ 2x FLAT WISE STUDS.
4. IF PROJECT HAS REQUIREMENTS OUTSIDE THE PARAMETERS OF THIS TABLE,
CONTACT ENGINEER BEFORE CONSTRUCTION.
FASTENER LEGEND
NAIL
DIAMETER
LENGTH
8d COMMON
0.131"
2"
8d RINGSHANK
0.113"
28
10d x 1 12'
0.148"
1 "
10d COMMON
0.148"
3"
10d RINGSHANK
0.120"
2 a"
12d COMMON
0.148"
3"
16d COMMON
0.162"
3"
v)
Z z
O O
N G.
ad
N
0
0
z
•
V
UNLESS OTHERWISE NOTED ON TH
PLANS.
...�
�..
1,O
PROSECT #: 18-305
OTHERWISE NOTED ON THE PLANS.
3. INSTALL THE APPROPRIATE
t-11
to
DESIGNED: KCM
TREATED LUMBER. SEE NOTES ON
V
ttt
N
DRAWN: KCM
0
N
I,4%
>
M
0%
„J
Ln
N
U
^
N
Lu
04
V
>
�-
•
V
z
o
av)
2
.�...Ln
V
Q
N
aM
1. ALL NAILS SHALL BE COMMON NAIL
UNLESS OTHERWISE NOTED ON TH
PLANS.
2. INSTALL 10d NAILS IF NOT
PROSECT #: 18-305
OTHERWISE NOTED ON THE PLANS.
3. INSTALL THE APPROPRIATE
FASTENERS FOR PRESSURE
DESIGNED: KCM
TREATED LUMBER. SEE NOTES ON
SHEET S-1.0.
DRAWN: KCM
FRAMING LEGEND
SCALE: AS NOTED
STRUCTURAL BEARING WALLS
® OPENING HEADER BEAMS
PORCH BEAMS & OTHERS
- - EXISTING BEARING WALLS TO BE REMOVED
® POSTS/COLUMNS
Q Q 1/2" THREADED ROD w/ 3"SQ. WASHER FROM DBL. TOP PLATE
1 -STORY 2 -STORY TO FTG. DRILL & EPDXY w/ MIN. 7" EMBEDMENT.
No. OF PLIES SIZE OF HEADER
(2) 2x
QUANTITY
QUANTITY OF JACK STUDS (EACH
OF KING STUDS(EACH SIDE OF OPENING)
SIDE OF OPENING)
ISSUED: 8/16/18
REVISIONA :
REVISION -2:
NN
®%%0111111111141
%011as1'1se®°°
C.
�5o 8 3 5
-*:STATE O Fp �®e/®..�4OR\O
I..; S/ A0--
1111111101 ®
'
s
�
KEVIN C. MARTIN, PE #80359
SHEET
S-2
w
— — CEILING JOISTS
RIDGE BEAMS/BOARDS
I 1
i i
f III
I
ROOF FRAMING NOTES
0
U
X
1.
ALL ROOF FRAMING MATERIALS SHALL BE No. 2 SOUTHERN YELLOW
u-
�
Z
PINE (SYP).
Cie
>
JOISTS FOR SKY LIGHT OR
2.
ALL RAFTER, JOISTS, BEAMS, AND OTHER FRAMING MEMBER SIZES
Z
IF
Q
ARE NOTED ON THE PLANS.
3
0
::E
3.
FASTEN ROOF RAFTERS/HIPS BEAMS TO TOP PLATES OR HEADER
N
3 -PLY 2x4 No. 2 SYP STUD GROUP FOR RIDGE BEAM SUPPORT.
I I
BEAMS W/ (1) SIMPSON SDWC15600 TRUSS SCREW OR H2.5A CLIPS.
0
RIDGE BOARD.
'-
H2.5A CLIPS MUST BE FASTENED ON THE EXTERIOR SIDE OF THE
z
Z
N
AND EACH END.
WALL.
r
INSTALL (2) 2x6 No. 2 SYP HEADERS FOR RAFTER/CEILING JOIST
4.
FASTEN ROOF RAFTERS TO RIDGE/HIP BEAMS AND "SLEEPERS" W/
Z
Z
SIMPSON A35 CLIPS, (12) 8D X1.5" NAILS, U.N.O.
0
V'5.
�
ADJACENT RAFTERS/CEILING JOIST SUPPORTING HEADER MUST
FASTEN CEILING JOISTS TO ROOF RAFTERS AT TOP PLATE
0
INTERSECTION W/ (8) 16d NAILS AT EACH END.
w
6.
FASTEN COLLAR TIES TO ROOF RAFTERS w/ (8) 16d NAILS, EACH SIDE.
:E
O
EXISTING EXTERIOR WALL
COLLAR TIES SHALL NOT TO BE FASTENED HIGHER THAN 2/3
r)
OVERALL ROOF RAFTER HEIGHT.
Z
Lu
>
O
7.
FASTEN HIP/VALLEY ENDS TO WALL/POST W/ SIMPSON (1) HTS16
U
Lu
ALL HOLES w/ 10d NAILS
TWIST STRAP.
=
SEE PLAN FOR
8.
FASTEN HIPS TO RIDGE BOARD OR LEDGER W/ SIMPSON A35 CLIPS
RAFTER/JOIST
V.....
W/ (12) 8D X1.5" NAILS.
Z
3:9.
�-
Q
FASTEN CEILING JOISTS TO OTHER INTERSECTING CEILING JOISTS
a
FASTEN RAFTERS
00
W/ (6) 16d TOE -NAILS & LUS28 HANGERS, U.N.O.
0
Lu
10.
ALL CEILING JOISTS LAP LOCATIONS SHALL FULLY BEAR OVER AN
U
w/ 1/4"x3.5" SIMPSON SDS HD .
INV
INTERIOR BEARING WALL OR SUPPORT, TYP.
SCREWS AT 16" O.C. STAGG.
Z
SCREWS MUST BE FASTENED
z
Z
TO EXISTING WALL STUDS.
LEGEND
0
NAILS AT EACH
Z Z
O
J ROOF RAFTERS
�-------------- COLLAR TIES
Aj
Z
w
— — CEILING JOISTS
RIDGE BEAMS/BOARDS
I 1
i i
f III
I
Lu
2x6 No. 2 SYP
I COLLAR TIES AT 24"
X
z
SLEEPERS
(3) 2.0E 1.75" x 11
�
Z
GP LVL RIDGE BEAM
Lu
JOISTS FOR SKY LIGHT OR
O.C.
1=
MULTI -PLY ROOF RAFTERS/CEILING
CHIMNEY STACK PENETRATION SUPPORT. FASTEN TOGETHER W/ 10d
IF
Q
NAILS @ 12" O.0 STAGG. FASTEN PER DETAILS & USE (1) SDWC15600
r
::E
TRUSS SCREW OR H2.5A CLIP ON EACH PLY AT EXTERIOR WALLS.
I I
I I
O
3 -PLY 2x4 No. 2 SYP STUD GROUP FOR RIDGE BEAM SUPPORT.
I I
H
• FASTEN STUDS T/G w/ 10d NAILS AT 8" O.C. EACH SIDE. FASTEN
RIDGE BOARD.
'-
RIDGE BEAM TO STUD GROUP W/ (2) CS14 STRAPS EACH SIDE
I-
1 I I I I
Z
N
AND EACH END.
Lu
z
INSTALL (2) 2x6 No. 2 SYP HEADERS FOR RAFTER/CEILING JOIST
^
"
OU
SUPPORT AT CHIMNEY STACK & SKYLIGHTS. FASTEN HEADER TO
Z
FA ADJACE NT ROOF RAFTERS w/ (1) SIMSPON LUS26 HANGERS.
I
�
ADJACENT RAFTERS/CEILING JOIST SUPPORTING HEADER MUST
BE 2 -PLY.
O
EXISTING EXTERIOR WALL
w
FASTEN RAFTERSMOISTS TO
O
LEDGER w/ A35 CLIPS, FILL
o
ALL HOLES w/ 10d NAILS
SEE PLAN FOR
Q
;z
RAFTER/JOIST
V.....
SIZE & SPACING.
w w
N
�-
Q
FASTEN RAFTERS
00
2x8 No. 2 SYP LEDGER BOARDS
TO JOISTS w/ (6) 16d
FASTENED TO EXIST. FRAMING
NAILS, TYP.
Q
w/ 1/4"x3.5" SIMPSON SDS HD .
INV
0
SCREWS AT 16" O.C. STAGG.
Z
SCREWS MUST BE FASTENED
FASCIA BOARD,
Z
TO EXISTING WALL STUDS.
FASTEN (2) 16d END
a 0
NAILS AT EACH
Z Z
O
RAFTER.
SEE PLAN FOR
p
LOCATION OF
NEW EXTERIOR
CL Z
CEILING JOISTS
WALL, SEE DETAIL
0:�Q
oN
ui
J O
OZ
Z :�E
00
Lu �
uQ
0u -
w
CL UJ o
�z
O a
ujU
M_
Lu (�
m
F— J
0=
Z N
J �
Q0
1 SLOPE ROOF DETAIL
MIN. :k" OSB/PLW. ROOF DECK. SEE
/ SHEATHING LEDGED FOR FASTENING SPECS.
NU
DECKS E TO BE IN ACCORDANCE
C w/ ANSI/ASME B18.6.1
w Z
UO
ZU
OLij
LD�
w X
100
nw
Qa
J 0
Q w
Ww
Lu
F— —
(1) SIMPSON A35 ANGLE CLIP AT EACH
RAFTER LOCATION.
2x No. 2 SYP. SLEEPER, FASTEN TO EXISTING ROOF DECK W/
(2) #10 X 3.5" DECK SCREWS W/ 1" DIA. WASHER, ATTACH TO
EACH EXISTING RAFTER/TRUSS. USE (4) DECK SCREWS FOR
2x10 SLEEPERS OR LARGER.
EXISTING ROOF RAFTERS, VERIFY MIN. 2X6 RAFTERS
OR TRUSSES AT 24" O.C. CONTACT ENGINEER IF
EXISTING IS NOT MINIMUM SIZES/SPACING.
ROOF OVERFRAMING DETAIL
Z RIDGE BEAM/BOARD, No.2 SYP., SEE
Z O PLANS FOR SIZES AND LOCATIONS
w
�w
Q
Z MIN. 21g" OSB/PLYW. ROOFBECK
ZO
w
< ::E
C)
Lu J w
J w
Z
ZZ
�w
ww
w =
Z F—
(D =
w�
Z vi
p -_Z
cy--0
QN
�z
�w
0
SCALE: 1/2" = 1'-0'
FASTEN SIMPSON A35 CLIPS FROM RAFTERS
TO HIPS/RIDGES
�— COLLAR TIES AT 16" O.C. W/ (8) 16d
NAILS EACH END. SEE PLANS FOR
SIZES AND LOCATIONS
I
NOTE:
COLLAR TIE TO BE NO HIGHER
NIM THAN 3 THE TOTAL HT. OF
RAFTER
COLLAR TIE/RIDGE DETAIL
SCALE: 1/2" = 1'-0'
I I
U
O
N
F-
4 a
S -3a.
NEW ROOF AR S TO MATCH N
EXIST. ITCH 2x8 No. 2 SYP d
12x6 No. 2 SYP AT 24" O.C'l-j
p 2gll 1.��
01
04
11F un EiL _
1424xl rv� D
2x6 No. 2 SYP AT 24" O.C.
1
S-3
VALLEY I z
N
x8 No. 2 SYP AT 24" O.C.
I F I
_I
I� �2xB` �I I
3
11CID �, NII
S-3 2x8 No. 2 SYP
cD
�IICEILING JOISTS AT
(2) 2x8 I 24" O.C.
6
2 291IXO
I
1 I
i (i
I 1
i i
f III
I
I i i
2x6 No. 2 SYP
I COLLAR TIES AT 24"
X
I I
III I i
a.
I 1
I
o
O.C.
V vII II04
A N
IF
r
i i
i i I 1
I I
I I
2X10 NO. 2 SYP
2
I I
1 I
O
RIDGE BOARD.
-
I I
I-
1 I I I I
1 1
N
Lu
V
2x6 No. 2 SYP AT 24" O.C.
^
"
I
UJ
�3
I
USE DETAIL 1 ON
S-3 FOR I
LEDGER/RAFTER
FASTENING TO I I I
WALL 2x8 No. 2 SYP
SLEEPER4 2 I I
I S-3
I
i
(2 2X8 No. 2 SYP
RIDGE BEAM
—
GARAGE ROOF -FRAMING PLAN
scnLe. 1/4" = l' -O"
ROOF RAFTERS, SEE PLAN
PLAN FOR SIZE AND
SPACING
Ca LLAR TIES, SEE PLAN &
DETA LS FOR SIZE, SPACING,
AND FASTENING
SEE PLANS AN FRAMING
NOTES FOR FRAMIN AROUND
KYLIGHTS
CEILING JOIST, SEE LAN
FOR SIZE AND SPA ING
10' PLT.
ROOF FRAMING PLAN_
RIDGE BOARD, SEE PLAN
FOR SIZE & LOCATION
ROO7---1
E PLAN
FOR ON
SLEEPER FASTENED TO
EXIST. ROOF, SEE PLAN
�--- EXISTING TRUSS
2x No. 2 SPF PONY WALL —� --- INSTALL 2x12 No. 2 SLEEPER
FOR NEW CEILING PER DETAIL 2 ON THIS
SUPPORT, FASTEN TO SHEET. FASTEN CEILING
EXIST. TOP PLATE w/ 10d JOIST TO SLEEPER w/ (8) 16d
NAILS AT 6" O.C. TOE -NAILS
KITCHEN I I EXIST. LIVING ROOM
SECTION AT KITCHEN/LIVING ROOM
SCALE: 1/4" = 1'-0'
8' PLT. HT.
OUTDOOR KITCHEN
SEE PLAN FOR
LO,
1
S-3
I
I
I
1
I
I
I
I
I
Lu
F -
Q
D
v)
(2) 2x6 No. 2 SYP HIP O
z
BEAM
O
a.
R
to
o
4C
2x6 No. 2 SYP ROOF
RAFTERS AT 24" O.C.
0
z
2x6 No. 2 SYP
CEILING JOISTS AT
24" O.C.
Z
2z8 No. 2 SYP :i� J
SLEEPER
W
ULU LL
�- Z > _
ZC)Q
Q W �m
H 0WW. �
O��U.Q
Opo
00
SECTION AT OUTDOOR KITCHEN
;S, SEE PLAN
(CATION
T. HT.
SCALE: 1/4" = 1'-0'
•
V
,^,
N
to
N
cq
Z
>
M
O
L
m
N
Lu
V
ti'
^
"
N
UJ
�3
M
L
Q
o
�.
;z
V.....
F-
�-
Q
oG
N
^..
INV
■ ■
■ ■
PROJECT #: 18-305
DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 8/16/18
REVISION -1:
REVISION -2:
ovo`�®®ro�a►raie®,®
e®000 J`N C M
e
03
13 STA OF a
,,,®�%
KEVIN C. MARTIN, PE #80359
SHEET
S-3
U
w
w
oe
`0
U
r
U-
_cy-
w
>
Z
0
_
V)
0
Z
w
J
z
0
V)
z
0
z
U-1
Z
w
>
(D
Lu
V)
V)
z
Q
LU
Q
N
0
Z
r)
J
J
z
Lu
w
Z
z
1w
z
Q
w
L
z
U.1
V)
z
0
U
z
w
0
w
CL
0
3-
a
Q�w
�-
co
00
�Q
OZ
r0
Z
Qp
z
O
<0
0 Q
ON
Lu Z
O
0
= z
Z�,>
_ Q
U
�Q
)LL-
�w
Lu
>
0! p
OQ
Ne
LuU
vi w
D_
wU
m J
F— J
OQ
Z=
J N
J ry
¢0
NU
V, -)a
CL W
Lu '_
Uz
z0
OU
U u.i
Z Q
Q:�i
N X
�
�
oq-
QCL
Q
_10
gw
FT, Lu
Q
Z0
Lu
Lu
1Z
NO
w
Q::E
r)
Lu ULu
J w
J w
Z
z
clew
ww
w=
ZF-
uj3
z�
1= z
�•o
QN
�z
�w
00
MIN. -s" APA RATED OSB ROOF
DECK. SEE FRAMING PLAN FOR
DETAILS
2x FASCIA FASTEN TO
TRUSS/RAFTER TAILS w/ 11000
(2) 16d NAILS, TYP.
SEE TRUSS PLAN OR ROOF
FRAMING PLAN FOR ROOF TO
TOP PLATE CONNECTIONS.
APA RATED OSB/PLYWOOD
SHEATHING. SEE FRAMING PLAN
FOR FASTENEING AND OTHER
SHEATHING SPECS.
ALL WALL SHEATHING TO
EXTEND TO BOTTOM PLATE &
BE NAILED AT 3" O.C. U.N.O.
PRE-ENGINEERED TRUSSES OR
CONVENTIONAL ROOF FRAMING.
SEE TRUSS PLAN OR ROOF
FRAMING PLAN.
�-- GYPSUM WALL BOARD, FASTEN PER FBC
TABLE R702.3.5
(2) 2x No. 2 SYP TOP PLATE FASTENED w/ 2
ROWS OF .131x3" NAILS AT 12" O.C.
STAGGERED. MINIMUM 48" LAP WITH (24)
.131x3" NAILS IN LAP.
WALL SHEATHING SHALL EXTEND TO TOP
STUD OF DBL. TOP PLATE IN ALL LOCATIONS.
FASTEN SHEATHING PER FRAMING PLAN &
SHEATHING FASTENING DETAILS
GYPSUM WALL BOARD, FASTEN PER FBC
TABLE R702.3.5
2x SPF No. 2 STUDS. SEE FRAMING PLAN FOR
SIZE, SPACING, AND LOCATIONS
2x No. 2 SYP PT BOTTOM PLATE. FASTEN TO
FOUNDATION w/ MIN. �' ANCHOR BOLTS PER
FRAMING PLAN
SEE FOUNDATION PLAN FOR FOOTING
DETAILS.
TYPICAL WALL SECTION
DBL. TOP PLATE.
FASTEN T/G PER
DETAILS, TYP.
CORNER
STUD
GROUP
SILL PLATE
CORNER 2x FRAMING
(2) ROWS OF 10d NAILS
AT 8" O.C. INTO TRIPLE
GROUP
USE 10d NAILS
8" O.C. FOR S7
GRC_.
�— SILL PLATE
PLAN
NOTE: ADD (1) ADDITIONAL ROW OF NAILS AT
EACH STUD FACE FOR 2X6 &2X8 FRAMING
LAP TOP & BTM. STUDS
IN TOP PLATES AT ALL
CORNERS. FASTEN
STUDS TOGETHER w/
(5) 16d NAILS
4 CORNER FRAMING DETAIL
FLOOR SYSTEM: FASTEN I!
FLOOR TRUSS/JOISTS/RIM
�
BOARD TO TOP PLATE PER
^,
0
FASTEN SHEATHING TO HEADER W/ (2) ROWS
MIN. J" THREADED
TYPICAL WALL SECTIONS
0
2x SPF BLOCKING/NAILERS B.T
OF 8d NAILS @ 6" O.C. FOR 2X10 HEADERS OR
EACH TRUSS OR ALONG TOP
U. "
FLOOR OR ROOF SYSTEM
GREATER FASTEN w/ 3 ROWS
ROOF SYSTEM: FASTEN
FASTEN TO BEAM w/ 10d NAILS
LL
HEADER BEAM PER FRAMING PLAN. FASTEN
AT 3" O.C.
TRUSSES/RAFTERS TO TOP
UJI
p
0
• ° ° ° ° °
TOGETHER W/ (2) ROWS OF 10d NAILS @ 8"
2x SPF BLOCKING/NAILERS
PLATE PER TRUSS PLAN OR
ROOF FRAMING PLAN
V_
• °°
° ° °
° °TOP
O.C. SEE FRAMING PLAN FOR SIZES.
B.T EACH TRUSS OR ALONG
PLATE(PARALLEL
FASTEN SHEATHING TO DBL.
° ° ° ° ° ° •
AT EACH HEADER END, NAIL SHEATHING TO
8d NAILS, TYP.
TRUSSES). FASTEN TO DBL.
TOP PLATE PER SHEARWALL
1 PER TYP. ANCHOR
HEADER W/ (6)
TOP PLATE w/ 10d NAILS AT
LEDGED ON FRAMING PLAN
°
° • •
FASTEN KING STUD TO HEADER BEAM PER
3" O.C.
V
° ° ° ° °
TABLE SHOWN ON THIS DETAIL
F_
z
FASTEN SHEATHING AT CRIPPLES W/ 8d NAILS
MIN. S" PLYWOOD OR OSB
LAj
o
@ 3'0.C. STAGGERED FROM HEADER
FASTENED TO PORCH
CEILING ROOF FRAMING w/
TYPICAL WALL SHEATHING -,
.°
BEARING TO SILL PLATE.
8d NAILS AT 3" O.C. ALONG
PER SHEAR WALL LEGEND
OPENING
VARIES °
FASTEN SHEATHING AT KING STUDS PER
EDGES & 12" O.C. IN FIELD,
NP'
ON FRAMING PLAN
qr
a
TYPICAL VERTICAL SPACING ON SHEARWALL
^
LEGEND
IN
°
KING & JACK STUDS PER FRAMING PLAN, TYP.
Ai
FOUNDATION: ANCHORS REQ.
T
° ° • ° ° ° ° ° °
°
FASTEN KING & JACK STUDS TOGETHER w/ (2)
TYPICAL EXTERIOR
BEARING WALL. SEE
FOUNDATION & WITHIN 6" MAX
F
°
ROWS OF 10d AT 8" STAGGERED, TYP.
FRAMING PLAN &
KING/CRIPPLE UNIT, U.N.O. S
E
•
SHEARWALL LEGEND FOR REQ.
•
NAIL SILLS & PLATES TO JACKS W/ (3) 8d
TYPICAL WALL SECTIONS
16" O.C. • . 6"TOENAILS
OR ENDNAIL, TYP.
FLOOR SYSTEM: FASTEN SILL �O
°
TYP. WALL FRAMING PER FRAMING PLAN.
BAND/RIM BOARD PER TYPIC
L
° °
FASTEN TO PLATES w/ (2) .131 x 3" END NAILS
WALL SECTIO
S
Alf • ° ° ° • ° • ° ° ° °
OR (3) .131 x 3 TOENAILS, TYP.
TYPICAL WALL
FASTEN SHEATHING TO BOT. PLATE PER
FOUNDATIONS. SEE
KING STUDS TO HEADER NAILING
LY
FOUNDATION OR FLOOR SYSTEM
SHEARWALL LEGEND ON FRAMING PLAN
FOUNDATION PLAN &
DETAILS
2X6 (3) NAILS PER
2X8 (4) NAILS PER
LY
2X10 (5) NAILS PER
LY
2X12 (6) NAILS PER
LY
9.5" LVL (5) NAILS PER
LY
11 j"LVL (6) NAILS PER
LY
14" LVL (7) NAILS PER
16" LVL (8) NAILS PER
LY
PLY
�,�� TYPICAL HEADER DETAIL
SEE SHEAR WALL LEGEND
SEE SHEAR WALL LEGEND
ONE STORY SHEATHING FASTENING
FASTEN A MIN. OF (4) 8d NAILS AT
3 O.C. ON EACH SIDE OF HORIZ.
PANEL SPLICE. RETURN TO "-- --�-,
FIELD/EDGE SPACING
THEREAFTER
NAIL SPACING TO BE 6" O.C. AT
HORIZONTAL SPICE EDGES B/T
STUDS ONLY. SEE SHEAR WALL
LEGEND FOR ALL OTHER
FASTENING SPECS.
INSTALL BLOCKING 2x FLATWISE BLOCKING
(IF APPLICABLE)
PER THE SHR
WALL LEGE D ON
FRAMING PLAN
FIELU SrAUr4k
SHEARWALL L
NAIL SPACINP AT
12" O.C. MFOR
INTERMEDIATE
SUPPORTS, N.O. VERTICAL EDGE SPACING
PER SHEARWALL LEGEND
2x FLATWISE BLOCKING w/
SHEATHING SPLICE PLATE
NAIL SPACING AT EACH SIDE
OF SPLICE PER SHEARWALL
LEGENED
M
6r o.c.
"— 'AANUF. TRUSSES OR
(ENTIONALLY FRAMED
PER SHOP DRAWINGS
3R TRUSS PLAN
PORCH BEAMS. SEE FRAMING
PLAN FOR SIZES.
FASTEN EACH PORCH BEAM
TO POST (3) 16d TOE -NAILS & z
(1) MSTA24 STRAP SIMPSON
STRAP.
No. 2 SYP PT. PORCH POST.
SEE PLAN FOR SIZE &
LOCATION •
z
SIMPSON ABU HOLDOWN. SEE W
DETAIL FOR SPEC. /1 w
> ..
PORCH POST FTG. SEE
FOUNDATION PLAN &DETAILS W
/T W
L in
0 ry U
—
PORCH FRAMING DETAIL _ W �--
3 5 z=z
U)
Q Q
O0 j
U. 00 Q
�
^,
0
z
MIN. J" THREADED
0
2x SPF BLOCKING/NAILERS B.T
U;P
EACH TRUSS OR ALONG TOP
U. "
in.
BEAM(PARALLEL TRUSSES).
ad
u
FASTEN TO BEAM w/ 10d NAILS
LL
MIN. 3"x3"X 1/4" SQUARE
AT 3" O.C.
QG
UJI
p
PORCH BEAMS. SEE FRAMING
PLAN FOR SIZES.
FASTEN EACH PORCH BEAM
TO POST (3) 16d TOE -NAILS & z
(1) MSTA24 STRAP SIMPSON
STRAP.
No. 2 SYP PT. PORCH POST.
SEE PLAN FOR SIZE &
LOCATION •
z
SIMPSON ABU HOLDOWN. SEE W
DETAIL FOR SPEC. /1 w
> ..
PORCH POST FTG. SEE
FOUNDATION PLAN &DETAILS W
/T W
L in
0 ry U
—
PORCH FRAMING DETAIL _ W �--
3 5 z=z
U)
Q Q
O0 j
U. 00 Q
31
DRILL &EPDXY INTO FTG. a i 1
a W PER TYPICAL ANCHOR I 1
oN DETAIL BELOW a °0 1
0
1�Oo. P
Zw. • . 0 •°O1•
=—°--1 N THREADED ROD HOLD DOWN '
I54,51DTT2Z HOLDOWN
MIN. 3"x3"X 1/4" SQUARE
Z WASHER & NUT EDGE OF WASHER TO BE
WITHIN �' OF SHEATHED
SIDE OF WALL
SPLICE BETWEEN STUDS
SPLICE BETWEEN STUDS (ALTERNATE)
5 �T1(PICAL SHEATHING FASTENING
A -A
2x FLATWISE
BLOCKING
SHEATHING SPLICE PLATE.
SAME SIZE, TYPE, &
ORIENTATION AS
SHEATHING.
TYPICAL ANCHOR
PRESSURE TREATED POI
POST. SEE PLAN FOR SIZ
LOCATION
ABU66Z POST BASE. FILL
ALL HOLES w/ 16d NAILS.
ABU44% J" ANCHOR BOLT
OR THREADED ROD.
ABU66: J" ANCHOR BOLT OR
THREADED ROD.
ABU88: (2) J" ANCHOR
BOLTS OR THREADED ROD.
�— TYP 2x P.T. SOLE PLATE
THREADED ROD:DRILL & EPDXY
1/2" THREADED ROD w/ MIN. 7"
EMBEDMENT INTO FOUNDATION.
OR
TITEN HD: �' TITEN HD ANCHOR
12"LG.
2x PT SOLE
PLATE,TYP
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 O
0 0
0 0
0 0
0 0
O
O
MIN. 2 -PLY STUD GROUP OR
3"x3.5" MEMBER SIZE
FILL ALL HOLES w/ 16d x 2"
NAILS OR #10x1 J" SD
FASTERS, PER SIMPSON
SPECS.
MINIMUM 5/8"
THREADED ROD
HTT5 HOLDOWN
ABU44Z
(ABU66, ABU88 similar)
6 TYPICAL ANCHOR DETAILS
2x PT SOLE
PLATE,TYP
DRILL & EPDXY 5/8"
THREADED ROD w/ MIN.
7" EMBEDMENT INTO
FOUNDATION.
V
MIN. 2 -PLY STUD GROUP OR
^,
3"x3.5" MEMBER SIZE
MIN. J" THREADED
N
FILL ALL HOLES w/ T" x 2.25"
ROD ANCHOR
V
^N
SIMSPON SDS SCREWS,
Z
�
TYP.
MIN. 3"x3"X 1/4" SQUARE
--j
mu"
MINIMUM 1/2"
WASHER & NUT
N
N.�
V_
THREADED ROD w/ NUT
OR HD TITEN ANCHOR
TYP. DBL. 2x
FASTEN ANCHOR TO FTG.
TOP PLATE
1 PER TYP. ANCHOR
•
1 DETAIL BELOW
31
DRILL &EPDXY INTO FTG. a i 1
a W PER TYPICAL ANCHOR I 1
oN DETAIL BELOW a °0 1
0
1�Oo. P
Zw. • . 0 •°O1•
=—°--1 N THREADED ROD HOLD DOWN '
I54,51DTT2Z HOLDOWN
MIN. 3"x3"X 1/4" SQUARE
Z WASHER & NUT EDGE OF WASHER TO BE
WITHIN �' OF SHEATHED
SIDE OF WALL
SPLICE BETWEEN STUDS
SPLICE BETWEEN STUDS (ALTERNATE)
5 �T1(PICAL SHEATHING FASTENING
A -A
2x FLATWISE
BLOCKING
SHEATHING SPLICE PLATE.
SAME SIZE, TYPE, &
ORIENTATION AS
SHEATHING.
TYPICAL ANCHOR
PRESSURE TREATED POI
POST. SEE PLAN FOR SIZ
LOCATION
ABU66Z POST BASE. FILL
ALL HOLES w/ 16d NAILS.
ABU44% J" ANCHOR BOLT
OR THREADED ROD.
ABU66: J" ANCHOR BOLT OR
THREADED ROD.
ABU88: (2) J" ANCHOR
BOLTS OR THREADED ROD.
�— TYP 2x P.T. SOLE PLATE
THREADED ROD:DRILL & EPDXY
1/2" THREADED ROD w/ MIN. 7"
EMBEDMENT INTO FOUNDATION.
OR
TITEN HD: �' TITEN HD ANCHOR
12"LG.
2x PT SOLE
PLATE,TYP
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 O
0 0
0 0
0 0
0 0
O
O
MIN. 2 -PLY STUD GROUP OR
3"x3.5" MEMBER SIZE
FILL ALL HOLES w/ 16d x 2"
NAILS OR #10x1 J" SD
FASTERS, PER SIMPSON
SPECS.
MINIMUM 5/8"
THREADED ROD
HTT5 HOLDOWN
ABU44Z
(ABU66, ABU88 similar)
6 TYPICAL ANCHOR DETAILS
2x PT SOLE
PLATE,TYP
DRILL & EPDXY 5/8"
THREADED ROD w/ MIN.
7" EMBEDMENT INTO
FOUNDATION.
V
^,
N
Ln
V
^N
Z
�
M
O�
--j
mu"
to
�N
N
N.�
V_
°►
Lu
V
F_
z
o
ON
LAj
0
L.t..
v)
MANNMANN
�-
qr
a
^
IN
Ai
s s
mass
■ ■
■ ■
PROJECT #: 18-305
DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 8/16/18
REVISION -1:
REVISION -2:
8
_10 STAT OF °
®O N A�,�®®�
KEVIN C. MARTIN, PE #80359
SHEET
S-4
GENERAL DEMOLITION NOTES:
1. ALL DEMOLITION WORK TO BE PERFORMED UNDER G.C.
CONTRACT. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS.
2. SURVEY EXISTING CONDITIONS OF THE BUILDING TO DETERMINE
IF REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL
DEFICIENCY TO ANY PORTION OF THE STRUCTURE OR ADJACENT
STRUCTURES. NOTIFY THE ARCHITECT AND STRUCTURAL
ENGINEER IN WRITING PRIOR TO COMMENCING ANY ADDITIONAL
WORK FOR DIRECTION IF DEFICIENCIES ARE NOTED.
3. TURN OFF NECESSARY POWER AND UTILITIES PRIOR TO
COMMENCING ANY DEMOLITION WORK.
4. ITEMS INDICATED TO BE REMOVED SHALL BE REMOVED AND
LEGALLY DISPOSED OF IN ACCORDANCE WITH APPLICABLE
CODES.
5. PROTECT EXISTING ITEMS TO REMAIN. THESE ITEMS TO BE
COORDINATED WITH THE OWNER PRIOR TO ANY DEMO WORK.
6. DEMO AND REMOVE EXISTING INTERIOR DOOR / DOOR FRAME /
DOORSILL /CASING UNLESS OTHERWISE NOTED (U.O.N) ON
PLAN.
7. CUT OPENINGS NEATLY AND HOLES PLUMB, SQUARE AND TRUE
TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST
LIKELY TO DAMAGE CONSTRUCTION TO REMAINING OR
ADJOINING CONSTRUCTION.
8. ANY FIRE EXTINGUISHERS TO BE REMOVED AND STORED FOR
FUTURE USE.
9. AUTHORIZED CONSTRUCTION PERSONNEL ONLY WITHIN THE
CONSTRUCTION AREA.
10. WORK TO BE DONE IN SUCH A MANNER AS TO HAVE MINIMUM
DISRUPTION TO ONGOING CITY BUSINESS AND PARKING LOT.
11. CODES AND REGULATIONS: COMPLY WITH GOVERNING CODES
AND REGULATIONS.
12, USE EXPERIENCED WORKERS.
13. OCCUPANCY: IMMEDIATE AREAS OF WORK MAY BE OCCUPIED
DURING DEMOLITION BY THE HOME OWNERS.
14. DEMOLISH DESIGNATED IMPROVEMENTS AS NECESSARY TO
IMPLEMENT RENOVATION PLAN.
15. IMPLEMENT POLLUTION CONTROL DURING BUILDING
DEMOLITION.
16. HAZARDOUS MATERIALS: IF HAZARDOUS MATERIALS ARE
NOTED THEY WILL BE REMOVED UNDER SEPARATE CONTRACT.
NOTIFY OWNER IF HAZARDOUS MATERIAL IS DISCOVERED TO BE
PRESENT.
17. DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS
INDICATED TO REMAIN. ITEMS OF SALVAGE VALUE, NOT
h
SPECIFIED ITEMS TO BE RETURNED TO OWNER, SHALL BE
REMOVED FROM STRUCTURE. STORAGE OR SALE OF ITEMS IS
PROHIBITED.
18. UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP
OFF UTILITIES IN AREAS TO BE DEMOLISHED.
19. SHORING AND BRACING: PROVIDE AND MAINTAIN INTERIOR
AND EXTERIOR SHORING AND BRACING AS REQUIRED.
20. OCCUPIED SPACES: DO NOT CLOSE OR OBSTRUCT STREETS,
WALKS, DRIVES, PARKING SPACES OR OTHER OCCUPIED OR
USED SPACES OR FACILITIES WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND THE AUTHORITIES HAVING
JURISDICTION. DO NOT INTERRUPT UTILITIES SERVING
OCCUPIED OR USED FACILITIES WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND AUTHORITIES HAVING
JURISDICTION. IF NECESSARY, PROVIDE TEMPORARY UTILITIES.
21. RESTORATION. RESTORE FINISHES OF PATCHED AREAS.
DEMOLITION KEY NOTES
1. REMOVE ALL WALL PARTITIONS INDICATED BY DASHED
LINES, INCLUDING ALL GLAZING AND TRIM.
2. REMOVE ALL MILLWORK, INCLUDING ALL PLUMBING
FIXTURES & APPLIANCES INDICATED BY DASHED LINES.
3. REMOVE ALL EXISTING FLOORING AND WALL FINISHES
SHOWN FOR DEMOLITION ON THESE DRAWINGS. PATCH
UNEVEN SURFACES AND PREPARE FOR NEW FINISHES.
4. REMOVE EXISTING DOOR/WINDOW AND FRAME. PREPARE
FOR NEW WALL AND/OR OPENING AS SHOWN IN NEW PLAN.
N H
co I1 � I I
N N
BEDROOM H CLOSET EDROOM
EXISTING u EXISTING EXISTING
REMOVE
& INFILL
EXISTING DOOR
OFFICE
\\ ^ I \\ EXISTING
03: — __ \ —I[ I
�I� loo \— — — — — — —
0 1 Z coQ
Wo
�z
II �
II PLAYROOM
® EXISTING 0
O O
II
II 'i
BEDROOM
STORAGE EXISTING
EXISTING
-� SECOND FLOOR DEMOLITION PLAN
SCALE: 114" = T-0"
LIVING
ROOM
EXISTING 8' CLG
------------------
MASTER BATH
EXISTING I
EXISTING4" STEP
KITCHEN60
i�
EXISTING PREVIOUS EXTERIOR 4� i
WALLS TO BE REM
VED REMOVE -
STRUCTURAL EWq]NEER TO & INFILL rA \
REDESIGN W/ BEf/ !SATO ALLOW FOR EXISTING DOO
8' CEILING HEI rT TO CONTINUE
ADDITION 4" SLAB TO BE REMOVED w z 2� REMOVE
" 73
FINISHED FLOOR TO ALIGN WITH �XITIAIG�
EXISTING LIVING ROOM FINISHED SIU SHOWER
FLOOR w p PREPARE
LIMIT OF SLAB DEMO z = FOR NEW EXISTINGTOILETEW 4" STEP LOCATION
TO REMAIN
MASTER BATH
2� 2� EXISTING
o _ MASTER I
—
o / CLOSET 4EMovE
DINING KITCHEN EXISTING EXISTING VANITY REMOVE
ROOM REMOVE ALL 1 3 PREPARE FOR NEW EXISTING
TRAY CLG TO BE CABINETRY, / TUB
REMOVED AND 2� APPLIANCES & 2� (( PREPARE
CEILING HEIGHT I' PLUMBING FOR NEW
TO BE INCREASE FIXTURES TO BE
J MAX POSSIBLE RELOCATED IN
NEW KITCHEN
LOCATION
/
------ IT
-----0
FAMILY
ROOM
EXISTING
FIRST FLOOR DEMOLITION
SCALE: 1/4" = 1'1-0"
�/// - - - _j
PLAN
i
EXISTI
i
Julianne N.
Over,by, RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pulban Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
FL. AR -0017060 • FI-,. ID -4621
W
U
M
M
zzN
N
W
w
cY)
J
Q
�
U_
U)
T_
�
W
W
m
Ur
2U
z
u)
o
-
z
:D00J
(N
O
�
Q
DATE ISSUED:
JULY 30, 2018
NOTE:
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11 "X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
DEMOLITION
PLANS
PERMIT SET
wN
X
zch:
w
mo
O J
~ J
�LL
Oz
o06
z
�w
w
z�
U)W
X
LL]
R-0" EXISTING
"OTES
-,ALE DRAWINGS.US ONLY DIMENSIONS SHOWN ON
�. IF DIMENSIONS AR : IN QUESTION, THE BUILDER
RESPONSIBLE FOR O TAINING CLARIFICATION
;ONTINUING WITH CO STRUCTION. BUILDER SHALL
L DIMENSIONS & CO DITIONS AT JOBSITE.
NS SHOWN ARE TO F CE OF FRAMING OR
NE OF STRUCURE UNLESS OTHERWISE NOTED.
1OORS SO THAT DOO CASING ABUTS WALL FINISH OF
T WALL UNLESS OTHERWISE NOTED.
SHALL COORDINATE LL SHELVING & STORAGE
GENTS WITH DESIGNER OR OWNER.
'ENT OF ANY DISCREP NCIES, IMMEDIATELY NOTIFY
ER. DO NOT PROCEE WITH AFFECTED WORK UNTIL
I ISSUES HAVE BEEN 'ULLY RESOLVED.
;TRUCTION SHALL BE ERFORMED IN ACCORDANCE
CODES, REGULATION AND RESTRICTIONS HAVING
TION.
34'4%2' EXISTING
27'-5"
18'-8%2'
W
EXISTING >
DRIVE I o
SIDE PROPERTY LINE
T ARCHITECTURAL SITE PLAN
SCALE: 1/16"
ELECTRICAL LEGEND
TV
CABLE
1820 SHERRY DRIVE N.
DUPLEX OUTLET
ATLANTIC BEACH, FL 32233
220 OUTLET
Ail
NfT
QUADRAPLEX OUTLET
@
GFI
GFI RECEPTACLE
@
wP
EXTERIOR/GFI RECEPTACLE
NEW A/C: 322 SQ. FT.
SWITCH
3
3 -WAY SWITCH
SD
SMOKE DETECTOR
CM
CARBON
MONOXIDE
DETECTOR
CH
COUNTERTOP HEIGHT
NOTES:
1. TELEPHONE OUTLETS TO BE 'CAT 5E' WIRE.
2. SMOKE DETECTION PER FIRE CODE.
3. SERVICE PANEL AND ELECTRIC METER
LOCATION TO BE DETERMINED W/ INPUT FROM THE
OWNER AND LOCAL UTILITY COMPANY.
4. ALL RECEPTACLE TO HAVE ARC -FAULT CIRCUIT
INTERRUPTERS PER ARTICLE 210-12.
5. HVAC DISCONNECT TO BE PROVIDED BY
MECHANICAL SUBCONTRACTOR.
6. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE
WITH LATEST EDITION OF NEC AND FBC.
7. 100% OF ALL INTERIOR AND EXTERIOR
PERMANENT LIGHT FIXTURES TO USE CFL/LED
LAMPS.
5'-0" OVERHANG
o
T-
JII
I
I N
I (Dout)000
I U)oao0�
0 1 ��=w
U o
Ow���
I I w� ;ow a-
a Z
13'-10" I 4'-0"
- — — — — — — — — — — — — —
►• .
LO I
OUTDOOR
17'J" ALIGN W/ EXISTING
IN ••
X11 �'�11111
LIVING AREA CH
VAULTED T&G CEILING
PROVIDE SKYLIGHTS PER OW R I \
11'-6"
SELECTIONS & LOCATIO
Z Cii
3' 6" 7'-0"
LU
�
_ M�IRdIXE I S I I w
I Y o ' ---�� - 1 11 11 11 =1
"4'� o _ z
Offi-----�-- -1 M
I L LULOO
A2 I I 1 141.5"x4. I o
O (3
r— - i 1 '
II I l I I ctcTwtS+Fy-Ef T�� LO
O I I I I I CH
130"X45.75" 1 130"X45.75" I �p _ _ KITCHEN _
I 3:I SKYLIGHT — — — — 10' CEILING
LSKYLIGH J L — _ J
1OVEN NEW DESIGN
1 2'-8"x5' DH 2'-8"x5' H BY OTHERS
WINDOW[REPLACE WINDOW 3
1 o REMOVE EXISTING WINC
- NEW CASED OPENINC
4'-1" 12'-4"
7'-3" 6_0" 7,-
L
FIRST FLOOR PLAN
SCALE: 1/4" = V -D"
FAMILY
ROOM
EXISTING
YOUNG RESIDENCE RENOVATION
PROJECT ADDRESS
DRAWING INDEX
1820 SHERRY DRIVE N.
Al RENOVATION PLANS
ATLANTIC BEACH, FL 32233
A2 EXTERIOR ELEVATIONS AND DETAILS
WORK AREA -
w
EXISTING FIRST FLOOR A/C: 1,480 SQ. FT.
LLJ
EXISTING SECOND FLOOR A/C: 1,315 SQ. FT.
z o
NEW A/C: 322 SQ. FT.
NEW TOTAL A/C: 3,117 SQ. FT.
NEW A/C VOLUME: 3,222 CU. FT.
TO BE INCREASE
BUILDING CODE SUMMARY
CODE ENFORCEMENT JURISDICTION: CITY OF ATLANTIC BEACH
WIND ZONE: 130 MPH (WIND-BORNE DEBRIS)
FLORIDA BUILDING CODE 2017 - 6TH EDITION
OCCUPANCY CLASSIFICATION: RESIDENTIAL (R-3)
CONSTRUCTION TYPE: TYPE V -B (WOOD FRAME ADDITION)
SPRINKLED!: NO
FIRE DISTRICT: NO
rA
A2
LIVING
ROOM
EXISTING 8' CLG
10'-0" EXISTING
to0
o
ROOM
UM
z
TRAY CLG TO BE
zz"
w
REMOVED AND
LLJ
COJ
z o
CEILING HEIGHT
C)
F- o
TO BE INCREASE
U)
o
X cwn
TO MAX POSSIBLE
w
w 0
�m
ow
Ur
2U)
U
Z
w
w z
C�
Q
2/6
00
J
O
�
Q
z
i
4" STE
0
LAUNDRY
REMOVE EXISTING
KITCHEN CABINETRY,
FIXTURES, APPLIANCES
9-------- D
MUD ROOM
DVIL I-IIVJ
.XISTING ELECTRICAL TO REMAIN
/ \ \
ALIGN W/ EXISTING /
i / I
� I
/ I 1
-5 I I
---- — — — — — — — — — -- — — I I X
CLOSET I I w
z 8' CLG
O
X MASTER o z z I I
w 8'CLG OF - a \
�wo
� 28 \
�\ zzo 1
3-0" 5'-6" EXI TIN
2/6 2/4
\ WALK-IN
z 1
w �
w =
QU) UNPIN /0 , w C
CLO ET o NA2
w
+ I MASTER/0 \� z
I BATH
1 4/0 8' CLG
l NEW x34"
1 6' 10" NEW VANITY FRE TANDIN z
I CLOSET ATHUB O
1
610" CLG
—I------- H v
EX / RELOCATE
HVAC UNIT �?
E G
I- -
Julianne N.
Overby,RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
FL. AR -0017060 • FL,. ID -4621
W
UM
M
zz"
N
W
LLJ
COJ
�
C)
U)
o
z
Ww
w
�
�m
w
Ur
2U)
U
Z
o
Z
00
J
O
�
Q
DATE ISSUED:
JULY 30, 2018
NOTE -
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11 "X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
RENOVATION
PLANS
GARAGE
EXISTING
PERMIT SET
_ ----
-- --- ---- } c II^ N4 -
IUUDq F RAi" E GON&T 2 '10,
I
SEE STRUCTURAL
W;.)Otu INST.A:.LATION 1KTNOfJ !FSC.-<T✓3.8�
3
CODE GO
i'L'�ANT
� ) AFFliE:J FR!02 TO TOE WIhCO'k !`18TALl.4TIChi.
-
I 'A7FLR
Rr91Tl� SARR:eR
F-•Gc CF ;aE I"GUVTfr:� FL: �E.
EG)V,KR RE53TA.'
METAL HURRICANE CLIP
AF�LI"G P_YEL+ 'HE
{ •
'3YxE, Ca�R+--Y Q.T TLK-
i-1EpA'�CR'sF
BY CODE -
/a 11A-. �Nr-T PP 2F
W:J Af-E TA[G
NdriR
mom
SEE STRUCTURAL
wNJane
1
W
u':wreRs�sccMa P.cs-Fcv:.
____'L+Lso%.N
_�a:.'
_____________..___..
_..
NOTES:
=U
T.:E sACE OF TYZ
,'r eEµLN- 3Ap
'•.�
\\
`l4
t
m ---sill pan
p
2. cover sill to at least depth of windOW, plus 2" onto face of wrt
SNEAIIilri
n, nCtTliTl-+
i i
O
i
(y LoFLY EILI. FiASHI[Y :4or6"J
NJGE1
\
), ��
1
-
% slit plate
_) Aa+pLY EEnJ W EEALANi
%\
—
barrier to form water shedding laps
_—
G,%IJNPNUCnNp�
30TTU' FL.Y1+< �EA�R-!a
." rkfrt :: A
1 r WTE .IOR pF T1C W4=PLA`�E R Lv.E
V=1-
see n ote#2 ----.:
-
}
rv: ga=s
1 ua �, ANT-. �-ti*_L+Ec �OLEs o aLo-a
weather resistive — /
barrler
wall sheathing
Prepareo by 604F Ftrat Goaet Ghaptsr
9-l1 iG l3
oCI)EYu TO FACI!'TAiE
I•�pEca1
1 L?�LLANT nE/.p c:itiE�N
1
�'7<: YY IaY�E LI.LSNIR.
1 aa%.- :;ONT. r£.11, rV THE Y.dJN'f:tY F_MYsES Ai' - -
tIJZ SOI° li;Ei?) aND 91DE5 tJa:^B=J L: y7fipC'il .
�' A°ppl-Y ECAO cr sEA:.a t
1 '•� prwec .iA*IE rLasl+r.0 vTo 9Ea.L�Yfi An RASTEN
O R 5 ..
A' N:.AC
M F: l.LF. i£. adilN, aCF6 lS x
/. f
a^PLY H'caG RLA9-1!JG
`
t1
l
RE`1G'✓E FF4iG'Y-Y :FF -IE:
t0 LaY
11
�f
/.
LfE, LL QL1 L
PLAT 6✓E. EL? PLL..M�N6.
�� rt �W�IFAT�.NG TnPE
,, /
�:
�
i SF. �fFI,F I
s�w
NOTE: THIS DETAIL USED FOR DOORS & WINDOW.
ALL FLASHING TO MEET FBC R903.2.1, R905.2.8. &
R703.8 AND INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS.
12
ASPHALT SHINGLE
SEE STRUCTURAL
y
3
S.VYA C)ACT `OJ tO
AJA —
WkAGu.",A.F.FnL1URER E"EGfFI-ATIG�Iv.`
STEMWALL
EXT. SHEATHING
EG)V,KR RE53TA.'
METAL HURRICANE CLIP
SEE STRUCTURAL
{ •
'3YxE, Ca�R+--Y Q.T TLK-
i-1EpA'�CR'sF
BY CODE -
/a 11A-. �Nr-T PP 2F
W:J Af-E TA[G
NdriR
mom
SEE STRUCTURAL
GCeriER TO TLS
LIRE Gf84GE AHOVE
'
w-ERiOR VIEW
W
TO� L,.. _
W
�
wm
NOTES:
=U
i. flashing to be Flexible self -adhesWe type (min. 4" vddeJ
U)
o
`l4
t
m ---sill pan
p
2. cover sill to at least depth of windOW, plus 2" onto face of wrt
C\1 00J
. —sloped surhace
O
�
�/.`
(optional}
3, the pan shall direct water N the exterior oval stl flashing
Q
1
% slit plate
4, Insall flashing around remaining window unit
barrier to form water shedding laps
5. weaNer resistive
see n ote#2 ----.:
}
ly,' `NF
SILL PAN FLASHING
weather resistive — /
-- ::........... _,... _.--..—:........------
NTSticJnel)
barrler
wall sheathing
Prepareo by 604F Ftrat Goaet Ghaptsr
9-l1 iG l3
NOTE: THIS DETAIL USED FOR DOORS & WINDOW.
ALL FLASHING TO MEET FBC R903.2.1, R905.2.8. &
R703.8 AND INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS.
METAL DRIP OVER g
VINYL FASCIA OVER
2X6 SUB FASCIA
TO MATCH EXISTING
VARIES
MATCH EXISTING
OVERHANG
2X4 EXTERIOR WALLS W/
OSB SHEATHING
WRAPPED IN
WATERPROOFING MEMBRA.I\IE
INSTALL HARDIPLANK LAP
SIDING PER
MANUFACTURER'S
RECOMMEPv'JDATIONS
R-38 INSULATION
1/2" GYP. BOARD
NEW ROOF LINE
TO MATCH
EXISTING
n --
m
F L_EXTERIOR FINISH
TO MATCH
EXISTING
Ilm
CLG. = 8'-0" -- - -- - -
STEM WALL PAINTED
___LF. F-.
-13 INSULATION NEW CLOSET ADDITION'I
TO ALIGN W/ EXISTING
REAR ELEVATION
A2 SCALE:1/4" = 1'-0"
0
I
0
r
2"x4"
BOTTOM PLATE
4" CONCRETE SLAB OVER
12
ASPHALT SHINGLE
SEE STRUCTURAL
ROOF ON 15# ROOFING
6 F MATCH
TO MATCH EXISTING
EXISTING
FELT OVER 7/16"
STEMWALL
EXT. SHEATHING
CONT. CONCRETE
METAL HURRICANE CLIP
SEE STRUCTURAL
AS REQUIRED
BY CODE -
SEE STRUCTURAL
METAL DRIP OVER g
VINYL FASCIA OVER
2X6 SUB FASCIA
TO MATCH EXISTING
VARIES
MATCH EXISTING
OVERHANG
2X4 EXTERIOR WALLS W/
OSB SHEATHING
WRAPPED IN
WATERPROOFING MEMBRA.I\IE
INSTALL HARDIPLANK LAP
SIDING PER
MANUFACTURER'S
RECOMMEPv'JDATIONS
R-38 INSULATION
1/2" GYP. BOARD
NEW ROOF LINE
TO MATCH
EXISTING
n --
m
F L_EXTERIOR FINISH
TO MATCH
EXISTING
Ilm
CLG. = 8'-0" -- - -- - -
STEM WALL PAINTED
___LF. F-.
-13 INSULATION NEW CLOSET ADDITION'I
TO ALIGN W/ EXISTING
REAR ELEVATION
A2 SCALE:1/4" = 1'-0"
0
I
0
r
2"x4"
BOTTOM PLATE
4" CONCRETE SLAB OVER
VAPOR BARRIER
ING
SEE STRUCTURAL
DRAWING
1/2" EXP. JOINT
Z
GROUT FILLED 8"
CMU
STEMWALL
IDE HEAD
CONT. CONCRETE
FOOTING
SEE STRUCTURAL
DRAWINGS
ADDITION WALL SECTION
SCALE.3/4" =
� SIDE ELEVATIO
SCALE: 1/4" = T-0"
NEW ROOF LINE TO MATCH EXISTI
EXTERIOR FINISH TO MATCH EXI
NEW CLOSET ADDITION TO ALIGN W/ EXISTING
N
A2 %
1E1
z
LU
U
0
00
muvr rL/-%INI
(±) SCALE: 1/8" = T-0"
ACCENT STONE -
CHIMNEY STACK_
NEW ROOF LINE TO BE NEW ROOF LINE TO MATCH
OVER -FRAMED & MATCH EXISTING EXISTING CLG. - 10'-0"
- 7�-�
'-0" OVER I KLj L�
�—J
\ -EXTERIOR FINISH
\ TO MATCH
\ EXISTING
\ F.F. = 0'-0" —
F.F.
F.F. _ -411 -
- - - - STEMWALL P""--- OMA
NEW KITCHEN ADDITION TO ALIGN W/ EXISTING 20'-6" NEW OUTDOOR LIVING AREA ADDITION - VAULTED CEILING
ACCENT STONE
CHIMNEY STACK
Al 12
CONFIRM 1 6
Z EXISTING
I-
EXISTING TO REMAIN L
W z
L
bi
MOVE EXIS
ING
U
ENCH DO
S
Z
RUCTURA
O
:'R
IDE HEAD
FOR
NE
12' SLIDER
OOR
SIDE ELEVATION
A2
SCALE: 1/4" = T-0"
VAULTED T&G CEILING
/ Ajf OUTDOOR LIVING A L EA
EXTERIOR FINISH
TO MATCH
EXISTING
STEM WALL PAINTED TO MATCH
NEW ADDITION TO ALIGN W/ EXISTING
EXISTING TO REMAIN
NEW CLG. = 10'-0"
EXISTI = 8'-0"
_IF. = 0'-0rr
Julianne N.
Overby, RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
FL. AR -0017060 - FL. ID -4621
LIJ
U
M
M
Z
ZN
N
W
LLJ
�
J
U)
W
ry
W
�
wm
=U
z
U)
o
Z
C\1 00J
O
�
Q
DATE ISSUED:
JULY 30, 2018
NOTE:
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11 "X17"
MEDIA, DRAWING SCALE
IS HALF—SIZED.
EXTERIOR
ELEVATIONS
AND
DETAILS
A2
PERMIT SET
1 �+
27'-5" -------------------- :,je --------
13'-0" 34'-4y2° EXISTING 18'-8/2
0
w
w
140SF al
D TACHE
LA
DDI 10 w
o" Q111'-10" EXISTING
I EXISTING DRIVE o
I RESIDENCE ry
I or_
w
I CO
II � w
I z
• I �
I ~
I �
w
n
II
I 611SF a
I ADDITION zz
I IA LL
I N .
I � �
7J -
Ir
I
I
1U EASEMENT — — — — — — —
— — — — 35'-4'J — — — — — 15-
36'-9
SIDE PROPERTY LINE
ARCHITECTURAL SITE PLAN
SCALE: 1/16" = T-0"
GARAGE F
A3
SCALE: 114'' = 1'-0"
RONT ELEVATION
-------------------�
m GARAGE FLOOR P
7L) SCALE: 1/4" = 1'-0"
LAN B
A3
GARAGE SIDE ELEVATION
A3 SCALE:1/4" = T-0"
fil
0"
GARAGE REAR ELEVATION
SCALE: 114" = 1'-0"
11
Julianne N .
Overby,RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pulhan Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: @o`rerby@att.net
FL. AR -0017060 • F: ID -4621
w
U
(y)
M
Z
Z
N
N
w
w
cY)
J
Q
�
Ll..
U)
D=
W�
C)
W
0000�
W
m
=
U
Z
(/)
c)
�z
z
D
C-'4 00J
O
�
H
DATE ISSUED:
JULY 30, 2018
NOTE:
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11 "X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
DETACHED
GARAGE
PLAN AND
ELEVATIONS
A3
PERMIT SET
ii,AN.,-,, RESIDENTIAL ADDITION PERMITPERMIT NUMBER
-, ': RESA18-0031
_ sj CITY OF ATLANTIC BEACH
Vd v 4y- 800 SEMINOLE ROAD ISSUED: 12/21/2018
'rely' ATLANTIC BEACH, FL 32233 EXPIRES: 6/19/2019
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL
Notes:
If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to
retention area and retention overflow must run to street.
4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters,
Phillips Containers). Container cannot be placed on City right-of-way.
5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration,including sod,is required.
6 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL
Notes:
Provide construction site management plan,including location of silt fence,dumpster,portable toilet. Right-of-Way Permit is required if using right-
of-way for construction parking.
7 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $546.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $273.00,
BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00
BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $14.16
STATE DCA SURCHARGE 455-0000-208-0600 0 $9.44
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00
TOTAL: $1,117.60
Issued Date: 12/21/2018 2 of 2
ail-tv.r City of Atlantic Beach APPLICATION NUMBER
J .. Building Department (To be assigned bythe BuildingDepartment.)
'7A' `� 800 Seminole Road jj g p 2)
s� Atlantic Beach, Florida 32233-5445 I- a S i s ` 000 (
Phone(904)247-5826 • Fax(904)247-5845 Q
"'tow 9.' E-mail: building-dept@coab.us Date routed: 1 0/I it C
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: I '62- 0 I\1 , S h Etr Department review required Yes No
uildin
Applicant: coo „ C___ c\4•-ranning &Zoning
Tree Administrator
Project: '. d-cL '+i (fin Et i (11.1.:,relic Wor
'ublic Utilities_
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District /
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: ❑Approved. Denied. Not applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by:
Date: /U c'9'/ 3"
TREE ADMIN. Second Review: Approved as revised. enied. Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date: 11-)S---/0
FIRE SERVICES Third Review: Approved as revised. ❑Denied. Not applicable
Comments:
Reviewed by: / f Date: f a -1 s'-'1 k
Revised 05/19/2017
Doc # 2018299015, OR BK 18637 Page 1444 , Number Pages: 1,
Recorded 12/21/2018 09:52 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10.00
•
�^ NOTICE OF COMMENCEMENT
State of_ T lOr't uttt, Tax Folio No. 1120E0—0-116
County of ptal► 1,1
To Whom It May Concern:
•
The undersigned hereby informs you that improvements will be made to certain real property,and in accordance ith Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. _r
Legal Description of property being improved: -t0 i pq 2 j_moi .".0 £ AI Ag-Iv Pr U 16 B
Address of property being improved: I g20 .S/erry ' - V 1`x'4 32,12 3y
,4J t
General description of improvements: c 7, •on I AL t �_��•��-
I
Owner: 1 �1� ' s Address: vg 1.1 S v'4 \r. Mkck _ Li,,,,�(:,�i L-
Owner's interest in site of the improvement: a�•� 32223
Fee Simple Titleholder(if other than owner):
Name:
Contractor; C.flWse .Drvf't't{,rx-6 .tom. LI-C
/Z
Address: 14,x 9 !Cv- R/"e( ( 3,101-0-1
Telephone No.: 9O9` ?eife7 Fax No:
Surety(if any)
Address:. Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the improvements
Name:
Address:
I'ltone No: Fax No:
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be
served: Name:
Address:
Telephone No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNER
Signed: !•�. r Date:`G'8—/ ,
Before me this 144„ '.y of a in the County of Duval.State
Of Florida,has personally appeared 5-
Notary
Notary Public ate,State laofjda,County of Dtry
My commission expires: VIII
1 I' T/VlM/
Personally Known: ✓ or
• Produced Identification:
4 4 Andrew D. Davis
1.04 , _COMM{SSKI#00241220
,, EXPIRES:Sept.17,2022
It nt% Bonded lhru Aaron Notary
4 '. Building Permit Application Updated 12/8/17
City of Atlantic Beach
.,. 800 Seminole Road,Atlantic Beach,FL 32233
`�`�, Phone:(904)247-5826 Fax:(904)247-5845 `
Job Address: 1 -r, _ t I ;p,V>� c CD` Permit Number:
u'mLber.
Description ,_47-Le 1 1 2"-`l� ` 1 UG of I�� U4�f lRE#�/�f -4--
Legal o'11t
Valuation of Work(Replacement Cost)$ 12-11500. 0- Heated/Cooled SF 322 Non-Heated/Coop(d Two
• Class of Work(Circle one): New lddition)Alteration Repair Move Demo Pool Window/Door
• Use of existing/proposed structure(s)(Circle one): CommercialResidentia
• If an existing structure,is afire sprinkler system installed?(Circle one): Yes No N/A
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in detail the type of work to be performed:
' tq°'717 f Q/ vr, ' r ,,-
Florida Product Approval# for multiple products use product approval form
Property Owner Information
Name: c\. � +a4. L.NiCw�e Address: kg p 2-0 �ne 4-.N,V r,
City ��pt.VL -) State CL. 322��j Phone 1 (clo RLS- 3i- -
E-Mail 14Ai Cl ketl f epwalCotn
Owner or Agdnt(If Agent,Pa r of Attorney or Agency Letter Required)
Contractor Information C....40±-441-1-
4., , /.i
Name of Company: 4t, O 4 � —'- X-C- Qualifying Agent: D 4.'r." Oh i. e,'\
Address ll. i S Lt.r'iC.o Rive( City 4..k, State - Zip 342ZO7
Office Phone Gib 61 ^ Li5t Job Site/Contact Number 6104-55j6- 9L(( 9
State Certification/Registration l SZ t 5O . E-mail -l+r;x.r. -# C a46...., • _ • '+.-
Architect Name&Phone# J,4, Arnie-�t�Otw__-p_ vL{- 10Y-g 6A:
Engineer's Name&Phone# V ( la. Tir1 oy - `112-1159
Workers Compensation OS 1/lelJ
1111
Criem-ply Insurer/Lease Employees/Expiration Date
Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg
construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc,NOTICE:In addition to the requirements of this
permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and
there may be additional permits required from other governmental entities such as water management districts,state agencies,or
federal agencies.
OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT. '
./z` 41187( Signature of O er or A ) (Signat re of Contractor)
(including contract r)
Si ned nd sworn to(or affirmed)bef re me this �'�day of Signed andtesworn to(off affirmed)before me thi (1`-day of
ZOIC' ,by?�. - _ t UCtUird l , . -1,D\�3 by B6 ain Ve l�Sit)(-\
�L C� '
40.1
�{(Signature of Notary) Davis,
( n cure of Notary)
(personally Known OR �.` C��'t, �i� AndrewD. DMt IV I ersonally Known OR
[ 1 Produced Identificatio. ,a'c%COMMISSION#002412201 1 Produced Identification
Type of Identification:-_- Type of Identification:
EXPIRES:SBpt. 1fi;2022 AMY BETH aousH 1
Bonded Thru Aron Notary `�
ir4r nm`,��� ,,. �:� •.. MY COMMISSION#FF 927559
-,. j f EXPIRES:February 14,2020
LN,,
e.*..o ° Bonded Thnr Notary Public Underwriters
Revision Request/Correction to Comments **ALL INFORMATION
eri, HIGHLIGHTED IN
r -� "' City of Atlantic Beach Building Department GRAY IS REQUIRED.
t.11 800 Seminole Rd, Atlantic Beach, FL 32233
U11 9
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 'Q` t-%--a) l
Revision to Issued Permit OR IM Corrections to Comments Date: �2� L
Project Address: IS 2-0 * Q k. IX¢ I J '
Contractor/Contact Name: 60°i?S& C-4-)i\-)T UN 6 / fiJ fi-i4 LAi L
Contact Phone: CI 04 -S5(.0- 414(O9 Email: to,(1(La@ ccx.x- G-\ a_ (R (AD:1-N
Description of Proposed Revision/Corrections:
CD t IC c-tc-L S Ur1refoI J a- Wal- \ o►/N. SGS
I ' -t W l LOP) affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
•_;lI-proposed revision/corrections add additional square footage to original submittal?
No , _,Yes(additional s.f.to be added: )
n•
proposed revision/corrections add additional increase in building value to original submittal?
No F*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
�,/ (Office Use Only)
111 Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due. 1 7 5, 0 d
Revision/Plan Review Comments
Department Review Required:
Building1
d_
Planning&Zoning Reviewed By
Tree Administrator
Public Works p�
Public Utilities , / ) .-/8--/ O
Public Safety Date
Fire Services Updated 10/17/18
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
(904) 247-5800
BUILDING REVIEW COMMENTS
Date: 11/28/2018
Permit#: RESA18-0031 Site Address: 1820 N SHERRY DR
Review Status: denied RE#: 172020 0776
Applicant: COURSE CONTRACTING LLC Property Owner:YOUNG SARAH L
Email: BRIAN@COURSECONTRACTING.COM Email: SALLYCLIFTONRD@GMAIL.COM
Phone: 9045569469 Phone: 9048682377
THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a
few correction items will not be accepted.
Correction Comments:
1. Items #1 and #2 plan re iew c ments not met yet. Finish Floor Elevation and Product Approval
Numbers without "R" v 1 C
s-tBuilding 1
erna/led Pewit, cvn^ I- //- 2 g- IV- my
Resubmittal Notes:
All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of
completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by
indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date
and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which
a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with
revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left
within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED
DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW.
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
.411hil City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233 /I
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 1Q---003)
I Revision to Issued Permit OR I I Corrections to Comments Date: 111(9—I 1 g
Project Address: 1 -2-0 DP- ov
Contractor/Contact Name: COU CAD/Ni' jll/J E / LA.)t LCioi -J
Contact Phone: h`k S ip-cp-i"tp' Email: 0610/1 COuare_CDA traCitifP chin
Description of Proposed Revision/Corrections:
COnstiurja,0( S i . ' i lar / r Sx Q�r
�� �s� d i t ns ,,v( �g a ova mhz7, nr bu dtC
ren cqs.c c air\
- Pie, -- Cit cna�oi e_ ptan s r , ircee
affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• ill proposed revision/corrections add additional square footage to original submittal?
No I I Yes(additional s.f.to be added:
3
• . ill proposed revision/corrections add additional increase in building value to original submittal?
I No I I*Yes (additional increase in building value: $ )(Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only)
❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Du $
Revision/Plan Review Comments 1.1.evN 3 ` ('a -riven t i i Qv- Lv1...e7 npt---
Yep
Department Review Required:
Buildinfilr
anning&Zoning. Reviewed By
Tree Administrator
is oiR)
Public Utilities
Public Safety Date
Fire Services Updated 10/17/18
.I r\,`1 f
!.-1 1 , CITY OF ATLANTIC BEACH
'~ „ 800 SEMINOLE ROAD
n1 _ m,_
j ;r ATLANTIC BEACH, FL 32233
(904) 247-5800
✓�1119
'',
BUILDING REVIEW COMMENTS
Date: 10/29/2018
Permit#: RESA18-0031 Site Address: 1820 N SHERRY DR
Review Status: denied RE#: 172020 0776
Applicant: COURSE CONTRACTING LLC Property Owner:YOUNG SARAH L
Email: BRIAN@COURSECONTRACTING.COM Email: SALLYCLIFTONRD@GMAIL.COM
Phone: 9045569469 Phone: 9048682377
THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a
few correction items will not be accepted.
Correction Comments:
1. Contractor shall submit a survey to show what the Finish Floor Elevation will be of the room addition. 2
copies.
2. Product approval numbers for items of the components and cladding that end in"R”values will not be
accepted. The exact number,which may contain a decimal,needs to be submitted. You may have to
/contact your supplier for the specific products that will be installed. 2 copies.
(j From the 2017 6th Edition of the FBC-Existing Building, Residential, choose a method of construction
compliance/alteration level. This information shall be placed on either the architectural drawings under
BUILDING CODE SUMMARY, or on the structural drawings under DESIGN CRITERIA. 2 copies
/needed of whichever is chosen.
2 copies of the construction site management plan is needed. This shall be placed in the job box for the
building inspector and the Atlantic Beach Police Department.
Building
Mike Jones
Building Inspector/Plans Examiner
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233
904.247.5844
Email:mjoness@coab.us
Etna Rev,e1✓ (oar r►^,ri 1f fo/Z9/'ai 4n/
Resubmittal Notes:
IFF" F
V
PERMITTED BUILDING DATA
DO NOT WRITE BELOW — OFFICE USE ONLY
Applicable Codes: 6th Edition (2017) Florida Building Code
DEVELOPMENT SIZE:
Habitable Space (103),)- Space (ft2)
LAND INFORMATION:
Zoning District puB
Flood Zone )(
Minimum FFE yip Z
BUILDING INFORMATION:
Construction Type V
Occupancy Group 5,1,sI-e
Number of Stories
Max Occupancy Load
Fire Sprinklers Required
CONDITIONS/ COMMENTS:
Rev. 2.7.2018
01.a1y;.,r, City of Atlantic Beach APPLICATION NUMBER
cls i4' ^< . Building Department (To be assigned bythe BuildingDepartment.)
IC c 800 Seminole Road �� p )
�e) Atlantic Beach, Florida 32233-5445 I S ` OCD (
Phone(904)247-5826 Fax(904)247 5845 Q
''�arti ' E-mail: building-dept@coab.us Date routed: 1 0/i l 1 V
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: I D2- 0 h�.C('� Department review required Yes No
_ ��� / A uildin
Applicant: L-C) s,C� �, c4- 'l (\�. _Panning &Zoning
d_.-CL
CN❑ Tree Administrator
Pro ect: lic Work
i �� �'� �n G � 4��eta__
ublic Utilities
Public Safety
Fire Services
Review fee $ Dept Signature j
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection ),.
Florida Dept. of Transportation
St.Johns River Water Management District /�S
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: ,/pproved. ❑Denied. ❑Not applicable
(Circle one.) Comments: •
ChV 4..,0ce 2 Vifirz ( -Doi6 ( ' — ib')
BUILDING
PLANNING &ZONING
Reviewed by: Date: '0-3 i — I g
TREE ADMIN. Second Review: I Not applicable
Approved as revised. Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. fNot applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
S�Lyj
City of Atlantic Beach
SCommunity Development Dept.
l 800 Seminole Road
j,of Atlantic Beach, Florida 32233
Telephone(904)247-5826
9;119',- http://www.coab.us
Order of the Community Development Board
APPLICANT: Sarah (Sally)Young and Mark Young
1820 North Sherry Drive
Atlantic Beach, FL 32233
FILE NUMBER: ZVAR18-0016
DATE OF PUBLIC HEARING: September 18, 2018
ORDER APPROVING VARIANCE
The above referenced applicant requested a variance as permitted by Section 24-64, to decrease the
required side yard setback from 10 feet to 7.5 feet to allow for an addition and to decrease the side yard
setback from 10 feet to 7.5 feet and to decrease the rear yard setback from 20 feet as required by Section
III of the Selva Marina Unit 10-B Planned Unit Development to 6 feet to allow for a screen enclosure at
Selva Marina Unit 10-B Lot 7 (aka 1820 North Sherry Drive).
On September 18, 2018,a public hearing was held and said request was considered by the City of Atlantic
Beach Community Development Board. Having considered the application, supporting documents and
comments by staff, the applicant, and members of the public, the Community Development Board
APPROVED, finding that the request is consistent with the provisions of Section 24-64(d) of the Land
Development Regulations establishing grounds for approval of a variance and specifically the onerous
effect of regulations enacted after platting or after development of the property or after construction of
improvements upon the property.
Appeals of a decision of the Community Development Board may be made to the City Commission by any
adversely affected person(s).Such appeal shall be filed in writing with the City Clerk within thirty(30)days
after rendition of this Order. The appellant shall present to the City Clerk a petition duly verified, setting
forth that the decision being appealed is in conflict with or in violation of Chapter 24, Zoning, Subdivision
and Land Development Regulations for the City of Atlantic Beach, in whole or in part, and specifying the
grounds of the conflict or violation. The petition shall be presented to the City Commission within thirty
(30) days after the filing of the appeal with the City Clerk.
The undersigned certifies that the above Order of the Community Development Board is a true and correct
rendition of the Order adopted by said Board as appears in the record of the Community Development
Board minutes.
DATED THIS DAY OF SEPTEMBER 2018.
Shane Corbin
Community Development Director
Revision Request/Correction to Comments **ALL INFORMATION
S HIGHLIGHTED IN
#4GRA"' City of Atlantic Beach Building Department
Y IS REQUIRED.
UV 800 Seminole Rd, Atlantic Beach, FL 32233 /nI
"' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: )Z----003)
fRevision to Issued Permit OR I I Corrections to Comments Date: 1)'(9-1 1 R
Project Address: (-) 5-v-k l DR_ NI
Contractor/Contact Name: At -r4i' .•.i►(V'1- •P ANI I CO IJ
Contact Phone: 6)b Ss�p-6J4 /1 Email: orirt, C COU((2( tysoc.. ACC1/Y\
Description of Proposed Revision/Corrections:
" ' plain / reivl_ce_d_ .Q.,x,r&ij
v �ce c1 OCun.S �,v( i%ib,1 anovv3. mi2 // nUtiecd
( 1-(woo c4c( l� l
z — �aC l ._ Ct_iy, (ncit._a e_. p tact s Rt ,>o mv'eL/
I affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• ill proposed revision/corrections add additional square footage to original submittal?
No 1 1 Yes (additional s.f.to be added: )
M 01{I 2 2013
• ill proposed revision/corrections add additional increase in building value to original submittal?
No 11*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only)
/Approved ❑ Denied III Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
Department Review Required:
(rBuildin
anning&Zoning. Reviewed By
Tree Administrator
cPutllc of q
Public Utilities //---7— 1 O
Public Safety Date
Fire Services Updated 10/17/18
0�Lvp;�e, City of Atlantic Beach APPLICATION NUMBER
rY . Building Department (To be assigned by the Building Department.)
,� 800 Seminole Roadler
ECIElvE. : I� t ��2 j
�:,, r Atlantic Beach, Florida 32233 5445247-
J
Phone(904)247 5826 Fax(904) 5845 OCT 2 2O te routed: I F2)it
X0109';' E-mail: building-dept@coab.us
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: I 2)2_ 0 h Err Department review required Yes No
:uildin•
Applicant: Co. Lse._ Co �4-r'c (\C Panning &Zoning
Tree Administrator
Project: F dcL +1 0A " q'4 eCq, lic wort
,C ublic Utilities__
Public Safety
Fire Services
Review fee $ Dept Signature ,
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
dO.
Florida Dept.of Environmental Protection
Florida Dept.of Transportation --
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: ❑Approved. /Denied. ❑Not applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed byje.Rier Date:
TREE ADMIN. Second Review: 14proved as revised. Denied.
pp n ( Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed b : /,i �% — , • I.te:e..;zp..,/,",,, '
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
,.SLA-N 1
A r CITY OF ATLANTIC BEACH
ss Department of Public Works
� ire)
1200 Sandpiper Lane
J Atlantic Beach, FL 32233904 247-5834
�J,il< r� ( )
PUBLIC WORKS PLAN REVIEW COMMENTS
Date: 10/25/18 Applicant: Course Contracting, LLC
Permit It: RESA18-0031 Email: brianPcoursecontracting.com
Review Status: DENIED Property Owner: Sally Young
Site Address: 1820 Sherry Drive N. Email: sallycliftonrd@gmail.com
THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS
Correction Items must be submitted to the Building Department at 800 Seminole Road.
Submittals that respond to only one or a few correction items will not be accepted.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions must be submitted to the Building Department and must respond to EACH department review.
PUBLIC WORKS CORRECTION ITEMS:
• Provide construction site management plan including location of silt fence, dumpster, portable
toilet. Right-of-Way Permit is required is using right-of-way for construction parking.
• Provide drainage plans showing site topography (flow arrows, etc.). r, ;
• Provide erosion and sediment control plans with installation details.
i'.1 w' '
• Provide impervious surface calculations for entire lot (existing and post construction) `(--
011.‘r)
• Section 24-66(b) of the Land Development Regulations requires on-site storage for increased
runoff if adding 400 SF or more impervious surface. Provide Delta volume calculations and
on-site retention required per Section 24-66(b).
• Provide a detailed plan of water retention area and how water runoff gets to water retention
areas and then to street.
PUBLIC WORKS CONDITIONS OF APPROVAL:
(The following comments will be printed on your permit as Conditions of Approval)
• Full erosion control measures must be installed and approved prior to beginning any earth
disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment
Control Inspection prior to start of construction.
• All runoff must remain on-site during construction.
• If on-site storage is required, a post construction topographic survey documenting proper
construction will be required. All water runoff must go the retention area and retention
overflow must run to street.
Page 1 of 2
O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RESA18-0031(Course Contracting).docx
• Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling,
Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers). Container cannot be
placed on City right-of-way.
• Full right-of-way restoration, including sod, is required.
• Provide construction site management plan including location of silt fence, dumpster, portable toilet.
Right-of-way Permit is required if using right-of-way for construction parking.
• All runoff must remain on-site. Cannot raise elevation.
Scott Williams, Public Works Director swilliams@coab.us/904-247-5834
Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a
revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the
sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the
cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block
for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit
pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked
"VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL
ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR
REVIEW.
Page 2 of 2
0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RESA18-0031(Course Contracting).docx
Revision Request/Correction to Comments **ALL INFORMATION
s Ts�L�;/• s HIGHLIGHTED IN
•
-. # "' City of Atlantic Beach Building Department GRAY IS REQUIRED.
s
''d 800 Seminole Rd, Atlantic Beach, FL 32233
`ono Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:P.:Sit
)Q--008/
fl Revision to Issued Permit OR El Corrections to Comments Date: 11 -1 l g
Project Address: R) GIPKP- i DI2— NJ
Contractor/Contact Name: 0 C2-r41' ,/�►iit"1- ♦ L J ANI 1 Sorb
Contact Phone: q "k 56L+1/1 Email: OrIaI CO(J'as-e(DA trete .c
Description of Proposed Revision/Corrections:
t aff\ / reiviskd Q,JY-,[ 10
v tc 0d tun_ �,0( S
? ova rD 11 nr u d
( -(r),,voc4s,c, t, ploiy-\
Z - CcL_C, -- Ciha (nckae_. p�ai FAr Thvrv'e4
I affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• ill proposed revision/corrections add additional square footage to original submittal?
No n Yes(additional s.f.to be added: )
NOV 2 1 2018
• ill proposed revision/corrections add additional increase in building value to original submittal?
No F1*Yes (additional increase in building value:$ )(Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only)
4roved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments Pans 1i' lay* -t Lark-C-ici►e,
Department Review Required:
(Buildin ,......-/)
1/144Z-
annin &Zoni Reviewed �2
Tree Administratno� ������ y
_ is or<s
Public Utilities NOV Z 1 ZO1S // -024°10
Public Safety BY: `( Date r✓
Fire Services Updated10/17/18
#4 t Comp. By: S/W
r) Date: 11/28/2018
Public Works Department
City of Atlantic Beach
Permit No: RESA 18-0031
Address: 1820 North Sherry Drive
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V=CAR/12
Where: V=Volume of Runoff
C=Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 9,078 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft2) "C" Wtd"C"
Impervious 3,380 9,078 1.00 0.37
Pervious 5,698 9,078 0.20 0.13
Runoff Coefficient(C)= 0.50
Runoff Volume
V= 0.50 x 9,078 x 9.3 / 12
V= 3,503 ft3
Postdevelopment Runoff Volume:
Lot Area (A) = 9,078 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft2) "C" Wtd"C"
Impervious 3,991 9,078 1.00 0.44 %ISA= 44.0%
Pervious 5,087 9,078 0.20 0.11
Runoff Coefficient(C)= 0.55
Runoff Volume
V= 0.55 x 9,078 x 9.3 / 12
V= 3,882 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 3,882 - 3,503
DV= 379 ft3
Retention MASTER WATER RETENTION 11/28/2018
r ii1 Comp. By: S/W
•
Date: 11/28/2018
0-ffsoze)
Public Works Department
City of Atlantic Beach
Permit No: RESA 18-0031
Address: 1820 North Sherry Drive
Provided Storage:
Elevation Area Storage
(ft) (ft2) (ft3) Right Side
13.0 80 0 BOTTOM size 20 X 4
13.5 200 70 TOB size 25 X 8
Elevation Area Storage
(ft) (ft2) (ft3) Left Side
13.0 152 0 BOTTOM 19 X 8
13.5 500 163 TOB 25 X 20
Elevation Area Storage
(ft) (ft2) (ft3)
0.0 0 0 BOTTOM
0.0 0 0 TOB
Inground storage=A*d*pf
A=Area= 700.0
d=depth to ESHWT= 10.5
pf=pore factor= 0.3
Inground Storage= 2205.0 ft3
Required Treatment Volume= 379 ft3
Supplied Treatment Volume= 2,275 ft3
Retention MASTER WATER RETENTION 11/28/2018
CGC1521502
COURSE
C O N T R A C T I N G
C:s1E: N.1 BiJ # L. CD I IR. EMC:1 co
Treat others how you would want to be treated! Respect the neighbors. Respect the work of other Trades. This
property will be around for you to drive your grandchildren by and tell them you built this! Construction is a noble
profession;take pride in what you are doing!
"When we build,let us think that we build forever. Let it not be for present delight,nor for present use alone;let it
be such work as our descendants will thank us for." -John Ruskin, 1849
• SAFETY FIRST!Think and focus on what you are doing.The safest way is not always the quickest
or easiest way of doing work, but it is the only way if you want to go home in the same condition
you arrived.Your family and friends need you.
• All material and debris to be kept off the streets. Look for garbage in the streets and ensure
worksite is clean each day.
• Drugs and alcohol will not be tolerated on site before, during or after working hours.Violators
will be terminated.
• Smoking is prohibited on this property at all times. If you need to smoke you must be in your
vehicle on the street.
• Absolutely no activity before 7:00 a.m. or after 7:00 p.m. unless authorized by Course
Contracting. This means no saws, radios or yelling. NO WORK ON SUNDAYS.
• Jobsite cleanup is mandatory daily and the responsibility of each vendor and/or contractor. This
includes disposing of all soda cans, cups and lunch trash. Let's maintain a clean and orderly
jobsite that is broom swept before the next trade arrives.
• All contractors are responsible for complying with OSHA regulations. Personal Protective
Equipment(PPE) is required and is the responsibility of each vendor and/or contractor.
• Close and lock all doors and windows before leaving.
• Jobsite theft will be prosecuted.
• Refer all owner or neighbor questions or comments to Course Contracting personnel.
t..,1404,4 RIGHT-OF-WAY/ EASEMENT PERMIT APPLICATION **ACL INFORMATION
Y City of Atlantic Beach HIGHLIGHTED IN GRAY IS
J 800 Seminole Road,Atlantic Beach, FL 32233 REQUIRED.
PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES I 2
Job Address lg� lQ 5 Ft t -nlI "�,,.j) rfl Ci fPC t i(I, Permit Number e.L�A I.'-�31
75-Li3`)
Contractor Information
Company COU P- L PvC'CTh b Qualifying Agent 11 W 1L'S(',ANJ
Address 1p` .'\ SPc &AN-0-co \ City j.p,C.1(- JV \Lkr State `rt.-- Zip '1-32-7-0-7
Phone 104- tPi 2.-9-94- Email I've if o e cc c-sr,4';4 t(i fl R .cx>` ,
State Certification/Registration#Ctil riCall'.< Ikt2?,' C&7/ 1` 2. s I-- c6 1.-10, X 00$3
Architect AA�� Phone Li-V-
0, Email /y
Engineer 4—VVit• i`1 �� Phone 6�`�- +V /L/ / Email -IN -tv1ri.r-�7h 'i'"(��1�`l
Workers Compensation Insurer ✓. t. OR Exempt xpiration Date 5�4% !19
P
• Permittee declares that prior to filing this application they have ascertained the location of all existing utilities,both aerial
and underground and the accurate locations are shown on the sketches.
• Whenever necessary for the construction, repair, improvement,maintenance,safe and efficient operation,alteration or
relocation of all,or any portion of said street or easement as determined by the Public Works Director,any or all said poles,
wires, pipes,cables or other facilities and appurtenances authorized hereunder,shall be immediately removed from said
street or easement or reset or relocated hereon as required by the Public Works Director and at the expense of the
Permittee unless reimbursement is authorized.
• All work shall meet ty of Atlantic each or Florida Department of Transportation Standards and be performed under the
supervision of a,. W/Sem (Project Superintendent)
with(Company Name) Co cSC. 'Ccx-k---A.-�=f Ag Phone` 904/-s56—'74/
• All materials and equipment shall be subject to inspection by the Public Works Director.
• All city property shall be restored to its original condition as far as practical,in keeping with City specifications and the
manner satisfactory to the City.
• A sketch of plans covering details of this installation,as well as a copy of a recent survey shall be made a part of this permit.
Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with
this application.
• The permittee shall commence actual construction in good faith within -CO days. If the beginning date is more than 60
days from date of permit approval then permittee must review the permit with the Public Works Director to make sure no
changes have occurred in the area that would affect the permitted construction.
• It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,
title and interest in the land to be entered upon and used by the holder,and the holder will,at all times,assume all risk of
and indemnify,defend and save harmless the City of Atlantic Beach from and against any and all loss,damage and cost of
ex enses arising i r .• y manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges.
• e Pkbl' o rector shall be notified 24 hours prior to starting work and again immediately upo com letion.
_� Date lb 2/ /f
�.
Permittee(signed in presence of Notary Public)
STATE OF FLORIDA,COUNTY OF DUVAL -}-
The foregoing instrument was acknowledged this �'L' ` day of �� � ,20 1 b ,
by cbc-\ keN1\L, \`Jl ,who personally appeared before me and
(printed name of Permittee)
Ip;+ry;'•., AMY BETH ROUSH
acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. • MY COM:February
14,2 59
r'..% ..:a EXPIRES:February 14,2020
f 2 'T:o1:ry?f` Bonded litre Notary Public Urderwnters
'1 1.2( ,�1 ersonally Known
Signatture of Notar Pu lic,State of F arida [ ]Produced Identification(Type)
H:\Applications&Forms\Word Documents\201801001 Right-of-Way Easement Permit Application.docx Revision Date:10/1/18
;S�-vy jy, City of Atlantic Beach APPLICATION NUMBER
`as A �, Building Department (To be assigned by the Building Department.)
';� � 800 Seminole RoadE'VE
400)
;, Atlantic Beach, Florida 32233-5445 Rl � '
Phone(904)247-5826• Fax(904)247-5845 /
'40100. E-mail: building-dept@coab.us OCT 2 4 20'3 Ute
routed: 1 0I p)
City web-site: http://www.coab.us
BY: -
APPLICATION REVIEW AND TRACKING FORM
Property Address: I 52. 0 1\1 , h e. rk-r Department review required Yes No
A uildin
Applicant: CCS 0 (--se__ Co -1-1' (v� Panning & Zoning
NTree Administrator
Project: i d_cL 4 I ofi Ipf 9'-1-etq, lic Worl
,public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
,,
Florida Dept. of Environmental Protection
Florida Dept. of Transportation 4.--
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: ❑Approved. I 'Denied. I of applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING
Reviewed by: Date: /0-70--/eK.-
TREE ADMIN. Second Review: A roved as revised. I 'Not applicable
❑ pp ['Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. I INot applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
Ik FIC CO j
I
LOT 6
LOT 3
t f'•, I
SET 1/I
SETOO0 10.0' N89°10'2TE 94,62' �t(7 LBir S 30,0' I
LB#7893 �1; rT ..
elt
02 --; 1 4 A/C A/C TZ ' �'..
140SF A
' 13'0" 18.4' ., •�
DETACHED% I �o, 34,0'
E�1 na.r ; 1.)
.'-0" 10,"0„ o 13.0' _ CONCRETE : .' .:' .
----� i w EXISTING ,:••:..-,. •t.- *•' 1 Z
P.H. o: RESIDENCE `. . Ill :11.
ME
' BUILDING 12.0'NC ,: 3.4' #1820 004' - '.'.'LOT 2 4 it < m' ;:., l WOOD I' `4T ,+ °i:
- DECK (ll
LOT COVERAGE: 4
32.3' 0 � :._:::::-5..
p �'.,:-{ o ,"�
TOTAL LOT 9,079 S.F. I II 0
' i�►� WINDOW d '
_ a O
EXISTING HOUSE 2,027 S.F. ,-v-�,� r o° 1 I NOOK }
NEW ADDITIONS 830 S.F. _ w
1 2
EXISTING DRIVEWAY 499 S.F. ,I�„I// f ' •
FRONT PORCH BWALK611SF 20' 50' fn ` s
EXISTING PADS 46 S.F. rtj�l�Wv,
•DDITION 8.4' $ :'.
TOTAL IMPERVIOUS 3,402 S.F. „41„ '
(37.5%) ` I �Ap° '..,
I
N
PAVERS PATIO 429 S.F. ,m .� 2�
TOTAL WITH PAVERS=3,831 S.F. I? �?/ m
Ir y,:
(42%)
I 1 O I
1
--_ I �10 EASEMENT / 8
1 1' - as'-oma 5'U.E. — 30.00' _
FOUND 1/P'.1' '"
1.OSR9 • EET 12' ;,=
IRON PIPE
LOT 1 LOT 8 1
J
SURVEY NOTES
CONCRE7 E UKIVE CROSSING THE PROPERTY UNE ON EASTERLY SIDE OF LOT.
THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY AND CROSS INTO THE ' PERMANENT
5'U.E.ON SOUTHERLY SIDE OF LOT,AND THE PROPERTY LINE ON NORTHERLY AND SOUTHERLY SIDE OF LOT. I CONTROL
6' POINT
TARGET
W No.8415 F SURVEYORS CERTIFICATE
t
IHEREBY CERTFYTHAT THISBDUNGMtYSURVEY SURVEYING,LLC
c IS A TRUE AND CORRECT REPFESBITATDN OF A
a SURVEY PREPARED UNDER MY DIRECTION. .
NOT VAUDWITHOUT ANAUDE RICATTDE ELECTRONIC LB#7893
', STATE OF .� SIGNATURE ANDAUTHENDCATEDDECTRONCSEM,
°,�, LORI o� °RARAISED AL1O "A""'E SERVING FLORIDA
'°"'`r 6250 N.MLITARY TRAIL,SUITE 102
N O V 2 1 2018 WEST PALM BEACH,R.33407
PHONE(561)640.4800
44...L3-, Construction Site Management Plan Checklist
r-,*\' City of Atlantic Beach Building Department
j
j 800 Seminole Rd, Atlantic Beach, FL 32233
-T_ ' Phone: (904) 247-5826 Email: Building-Dept@coab.us
A construction site management plan conforming to the City of Atlantic Beach Code of Ordinances Sec. 6-
18 must be included with every permit. An approved Construction Site Management Plan must be posted
on the job site and available for review.
The Co truction Site Management Plan must include the following information:
The
Parking plan: Parking plan showing how site will be accessed and all onsite and abutting street
parking areas.
Location of construction trailers, loading/unloading area, and material storage area.
3. Location of chemical toilet area: Chemical toilets must be kept out of the City right-of-way and not
further than 15 feet from structure under construction., ati\ShAfLQ D,C9Cl�g d be"- w�
4. Location of dumpster: Dumpster must be from a City-approved waste company, in accordance S
with Chapter 16 of the City of Atlantic Beach Code of Ordinances. Dumpsters are to have tarp
covers or rigid covers on windy days. Dumpsters must be removed prior to issuance of Certificate
of Occupancy or Certificate of Completion.
5. Traffic control plan, showing access with dimensions, area to be st bilized, narrative on phasing of
construction with adequate parking and delivery of materials. l� —to ' ( O{- l
p --to NeLeW c -
6. Site cleanliness: Contractor must have the entire construction site cleaner by Friday 6f each week.
This means removal of scrap lumber, concrete remnants, and other such construction debris
including cans, metal, plastic, and paper. S'e CLACkaulct tjcA9s0e, ralLO
7. Erosion and Sediment Control: Contractor must maintain all elements of the approved Erosion &
Sediment Control Plan (silt fence, catch basin filers, etc.) until sod or other stabilization has been
placed and approved by Public Works. -Q
8. Other activities, where special conditions are identified by the Building Official.
Failure to comply with the Construction Site Management Ordinance may
result in a Stop Work Order being issued in accordance with City of Atlantic
Beach Code of Ordinances Sec. 6-17 (b)(3).
Updated 10/9/18
flFFICF COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: 1820 Sherry Dr N Builder Name: Course Contracting
Street: 1820 Sherry Dr N Permit Office:
City,State,Zip: Atlantic Beach,FL,32233 Permit Number:
Owner: Jurisdiction: 261300
Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2)
1. New construction or existing Addition 9. Wall Types(269.3 sqft.) Insulation Area
2. Single family or multiple family Single-family a.Frame-Wood, Exterior R=13.0 269.33 ft2
b.N/A R= ft2
3. Number of units,if multiple family 1 c.N/A R= ft2
4. Number of Bedrooms(Bedrms In Addition) 0(0) d.N/A R= ft'
10.Ceiling Types (322.0 sqft) Insulation Area
5. Is this a worst case? No i a.Under Attic(Vented)✓ R=30.0 322.00 ft2
6. Conditioned floor area above grade(ft2) 322 J b.N/A R= ft2
Conditioned floor area below grade(ft2) 0 c. N/A R= ft2
11. Ducts R ft2
7. Windows(12.0 sqft.) Description Area a.Sup:Main,Ret:Main,AH:Main 6 64.4
a. U-Factor: Dbl,U=0.31 12.00 ft2
SHGC: SHGC=0.19
b. U-Factor: N/A ft2
12.Cooling systems kBtu/hr Efficiency
SHGC: a.Central Unit 30.0 SEER:14.00
c. U-Factor: N/A ft2
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a.Electric Heat Pump 30.0 HSPF:8.20
SHGC:
Area Weighted Average Overhang Depth: 1.000 ft.
Area Weighted Average SHGC: 0.190 14.Hot water systems-Replacement equipment
8. Floor Types (322.0 sqft.) Insulation Area a.Electric Cap:40 gallons
EF:0.930
a.Slab-On-Grade Edge Insulation R=0.0 322.00 ft2 b. Conservation features
b. N/A R= ft2 None
c.N/A R= ft2 15.Credits Pstat
Glass/Floor Area: 0.037 Total Proposed Modified Loads: 7.97 PASS
Total Baseline Loads: 8.64
I hereby certify that the plans and specifications •
covered by Review of the plans and ,.•0i•1;N............. .,•
this calculation are in compliance with the Florida Energy specifications covered by this .'ti.: n-� ;...',.44:4-:**-..'••.' =...••
.
s
Code. calculation indicates compliance .,,,°'%•';•'
c with the Florida Energy Code. i n,,,, °- :;;., ,;;O •
Tim Isparyan r w `1 ,
PREPARED BY: Before construction is completed c -- -
,oro„s i CA 1 .i 0 :
DATE: -_____ this building will be inspected for i 0 ! i_ ::,a
compliance with Section 553.908 .''•. '
I herebycertifythat this buil.'-. as d-sig -d, is in compliance Florida Statutes. • u
9 P
with the Florida EnergyC. •• CO. W. Ilik -•
AI) - 4/
OWNER/AGEN : �- BUILDING OFFICIAL: //
DATE: n r DATE: J__a S /__
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory-sealed in accordance with R403.3.2.1.
-Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 5.00 ACH50(R402.4.1.2).
10/12/2018 4:43 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 4
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title: 1820 Sherry Dr N Bedrooms: 0 Address Type: Street Address
Building Type: User Conditioned Area: 322 Lot#
Owner Name: Total Stories: 1 Block/Subdivision:
#of Units: 1 Worst Case: No PlatBook:
Builder Name: Course Contracting Rotate Angle: 0 Street: 1820 Sherry Dr N
Permit Office: Cross Ventilation: County: Duval
Jurisdiction: 261300 Whole House Fan: City,State,Zip: Atlantic Beach,
Family Type: Single-family FL, 32233
New/Existing: Addition
Comment:
CLIMATE
/ Design Temp Int Design Temp Heating Design Daily Temp
�/ Design Location TMY Site ,/ 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL,Jacksonville FL_JACKSONVILLE_INT" 32 93 70 75 1281 49 Medium
BLOCKS
Number Name Area Volume
1 Block1 322 2576
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms lnfil ID Finished Cooled Heated
1 Main 322 2576 Yes 0 1 Yes Yes Yes
FLOORS
V # Floor Type Space Perimeter R-Value Area Tile Wood Carpet
1 Slab-On-Grade Edge Insulatio Main 33.8 ft 0 322 ft2 ___ 0.7 0.3 0
ROOF
/ Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg)
1 Hip Composition shingles 349 ft2 0 ft2 Medium N 0.85 No 0.9 No 0 22.6
ATTIC
V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC
1 Full attic Vented 300 322 ft2 N N
CEILING
V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic(Vented) Main 30 Blown 322 ft2 0.11 Wood
10/12/2018 4:43 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 4
•
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
V.#_—Ornt_.--__T�- ___WalLiype Space R,Value_- FS--_ An___ F_t_—In Area —_ R-Value_Fraction_ Absor.-_Grade% .
_ 1 W Exterior Frame-Wood Main 13 15 10 8 126.7 ft2 1 0.2 0.75 0
2 N Exterior Frame-Wood Main 13 17 10 8 142.7 ft2 0.2 0.75 0
DOORS
V # Ornt Door Type Space Storms U-ValueWidth Height Area
Ft In Ft In
1 N Insulated Main None .65 3 6 8 20 ft2
WINDOWS
Orientation shown is the entered,Proposed orientation.
Wall Overhang
V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 N 2 Vinyl Low-E Double Yes 0.31 0.19 N 12.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None
GARAGE
V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation
1 382.8 ft2 382.8 ft2 64 ft 8 ft 1
INFILTRATION
# Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000254 214.7 11.78 22.16 .0956 5
HEATING SYSTEM
V # System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/Existing/c None HSPF:8.2 30 kBtu/hr 1 sys#1
COOLING SYSTEM
V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/Existing/confinne None SEER:14 30 kBtuihr 900 cfm 0.75 1 sys#1
HOT WATER SYSTEM
V # System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.93 40 gal 60 gal 120 deg None
SOLAR HOT WATER SYSTEM
VFSEC Collector Storage
Cert # Company Name System Model# Collector Model# Area Volume FEF
None None ft2
10/12/2018 4:43 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 4
•
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
DUCTS
—Supply— —Return— Air CFM 25 CFM25 HVAC#
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Main 6 64.4 ft2 Main 16.1 ft2 Default Leakage Main (Default) (Default) 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
CoolingJan Feb ' Mar ' Apr Mayn Jun Jul 7C AugX]SepOct [ ]Nov Dec
HeatinX Jan X Feb X Mar pr t MaJun rl
Jul Au [ ]SeOct [X]Nov X Dec
Ventin Jan Feb X Mar X`A r [ Ma Jun Jul ' ' Aug [ ]Sep 'X Oct [XJ Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
MASS
Mass Type Area Thickness Furniture Fraction Space
Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 Main
10/12/2018 4:43 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 4
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 92
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition 1. Addition 12. Ducts, location&insulation level
a)Supply ducts R 6.0
2.Single-family or multiple-family 2. Single-family b)Return ducts R 6.0
c)AHU location Main
3. No. of units(if multiple-family) 3. 1
4. Number of bedrooms 4. 0 13.Cooling system: Capacity 30.0
a)Split system SEER
5. Is this a worst case? (yes/no) 5. No b)Single package SEER
c)Ground/water source SEER/COP
6. Conditioned floor area(sq.ft.) 6. 322 d) Room unit/PTAC EER
e)Other 14.0
7.Windows, type and area
a)U-factor:(weighted average) 7a. 0.310
b)Solar Heat Gain Coefficient(SHGC) 7b. 0.190 14. Heating system: Capacity 30.0
c)Area 7c. 12.0 a)Split system heat pump HSPF
b)Single package heat pump HSPF
8.Skylights c) Electric resistance COP
a)U-factor:(weighted average) 8a. NA d)Gas furnace, natural gas AFUE
b)Solar Heat Gain Coefficient(SHGC) 8b. NA e)Gas furnace, LPG AFUE
f)Other 8.20
9. Floor type, insulation level:
a)Slab-on-grade(R-value) 9a. 0.0
b)Wood, raised (R-value) 9b. 15.Water heating system
c)Concrete, raised (R-value) 9c. a) Electric resistance EF 0.93
b)Gas fired, natural gas EF
10.Wall type and insulation: c)Gas fired, LPG EF
A. Exterior: d)Solar system with tank EF
1.Wood frame(Insulation R-value) 10A1. 13.0 e)Dedicated heat pump with tank EF
2. Masonry(Insulation R-value) 10A2. f)Heat recovery unit HeatRec%
B.Adjacent: g)Other
1.Wood frame(Insulation R-value) 10B1.
2. Masonry(Insulation R-value) 10B2.
16. HVAC credits claimed (Performance Method)
11. Ceiling type and insulation level a)Ceiling fans
a) Under attic 11a. 30.0 b)Cross ventilation No
b)Single assembly 11b. c)Whole house fan No
c)Knee walls/skylight walls 11c. d)Multizone cooling credit
d) Radiant barrier installed 11d. No e)Multizone heating credit
f)Programmable thermostat Yes
*Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
I certify that this home has complied with the Florida Building Code, Energy Conservation,through the above energy
saving features which will be installed(or exceeded)in this home before final inspection. Otherwise,a new EPL
display card will be compl based on i stalled code compliant features.
BuilderSignatur Date: /// 114/i>
Address of New Home: 1820 Sherry Dr N City/FL Zip: Atlantic Beach, FL 32233
10/12/2018 4:43:38 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 1820 Sherry Dr N Permit Number:
Atlantic Beach,FL,32233
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
❑ R401.3 Energy Performance Level(EPL)display card(Mandatory)The building official shall require that an energy performance level(EPL)display
card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law(Section
553.9085,Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold
residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a
dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and
specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD.
❑ R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
LI R402.4.1 Building thermal enveldlinE building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.
The sealing methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with
the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the
code official,an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either
individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or
an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or
other infiltration control measures.
2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures.
3. Interior doors,if installed at the time of the test,shall be open.
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5.Heating and cooling systems,if installed at the time of the test,shall be turned off.
6.Supply and return registers,if installed at the time of the test,shall be fully open.
❑ R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using
tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the
fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907.
❑ R402.4.3 Fenestration air leakagdNindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2),when tested according to NFRC 400 or
AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer.
Exception: Site-built windows,skylights and doors.
10/12/2018 4:43 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
0 R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open
combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a
room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table
R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully
gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between
conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than
2.0 cfm(0.944 L/s)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be
sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
D R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls
that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load.
n R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or
(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i), Florida Statutes,to be"substantially leak free"in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of
the design airflow rate when tested in accordance with ASHRAE 193.
❑ R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods:
1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manuf
air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the
entire system,including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums.
LIR403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or
below 55°F(13°C)shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused
by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the
material.Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls,temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
111R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe
shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
❑ R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall
automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the
times when heated water is used in the occupancy.
10/12/2018 4:43 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
❑ R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 1/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies(Mandatory).
❑ R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting
range shall be from 100°F to 140°F(38°C to 60°C).
❑ R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be tumed off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of
combustion types of service water-heating systems to be turned off.
❑ R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table
C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation, Commercial Provisions,for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors,
and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar
water-heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and
2. Be installed at an orientation within 45 degrees of true south.
• R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole-house mechanical ventilation system fan efficacy.When installed to function as a whole-house mechanical
ventilation system,fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be
powered by an electronically commutated motor.
❑ R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria:
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable
Indoor Air Quality,shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10
otherwise.
R403.7 Heating and cooling equipment(Mandatory).
❑ R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor
units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in
Section R302.1.This Code does not allow designer safety factors, provisions for future expansion or other factors that affect
equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as
standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating
equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM
(CFM) (CFM/WATT) (CFM)
Range hoods Any 2.8 cfm/watt Any
In-line fan Any 2.8 cfm/watt Any
Bathroom,utility room 10 1.4 cfm/watt <90
Bathroom,utility room 90 2.8 cfm/watt Any
For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916
10/12/2018 4:43 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than
the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section
403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall
not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded
performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space.
Exceptions:
1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements
calculated according to the procedure selected in Section R403.7.1.
❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403
and C404 of the IECC—Commercial Provisions in lieu of Section R403.
❑ R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C).
❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall
be in accordance with Sections R403.10.1 through R403.10.5.
❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an
integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of
such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the
power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots.
❑ R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar-and waste-heat-recovery pool heating systems.
3. Where pumps are powered exclusively from on-site renewable generation.
❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered
energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required.
R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal
Elefficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
10/12/2018 4:43 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5
•
❑ R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with
AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to
verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard.
ni R403.11 Portable spas(Mandatorfle energy consumption of electric-powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
0 R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps.
Exception:Low-voltage lighting.
R404.1.1 Lighting equipment(Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
10/12/2018 4:43 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5
2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: 1820 Sherry Dr N Builder Name: Course Contracting
Street: 1820 Sherry Dr N Permit Office:
City,State,Zip: Atlantic Beach,FL,32233 Permit Number:
Owner: Jurisdiction: 261300 w
Design Location: FL,Jacksonville U
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit
Ceiling/attic insulation and anygaps in the air barrier shall be sealed.
9 P shall be aligned with the air barrier.
Access openings,drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per
Knee walls shall be sealed. inch minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows,skylights The space between window/door jambs and framing,and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
(including insulation. maintain permanent contact with the underside of
above-garage subfloor decking,or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing,or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation,insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace
Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit,or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls,or insulation that on
installation readily conforms to available space shall
extend behind oioina and wirina.
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box on The air barrier shall be installed behind electrical or communication
exterior walls boxes or air-sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub-floor or drywall.
Concealed When required to be sealed,concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sprinkler cover elates and walls or ceilings.
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
10/12/2018 4:43 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1
Level 1
8"
Existing Home
is 593 dm
Kitchen"dito ®85 cxF:3 85 deg7 85 cf;® 85 df.P 85 car 85 cpm
Jdm
IrMIIIIIMMI11111.111.111.11.211.11mmil
Garage
Room3
-
Job#: Avalon Heating and Air Scale: 1 :95
Performed for: Page 1
Course Contracting 3665 Spring Park Rd RightSuite®Universal 2017
1820 Sherry Dr N Jacksonville,FL 32207 17.028 RSU23882
Jacksonville, FL 32233 Phone:9042451818 2018-Oct-1217:04:35
Prged1.rup
www�cavabnac.com
4- Duct System Summary Job:
wrightsoft Date: Oct 12,2018
Entire House BY
Avalon Heating and Air
3665 Spnng Park Rd,Jacksonville,FL 32207 Phone:9042451818 Web:wwwavalonac.com License:CMC1249968
Project Information
For: Course Contracting
1820 Sherry Dr N,Jacksonville,FL 32233
Heating Cooling
External static pressure 0.50 in H2O 0.50 in H2O
Pressure losses 0.19 in H2O 0.19 in H2O
Available static pressure 0.31 in H2O 0.31 in H2O
Supply/return available pressure 0.155/0.155 in H2O 0.155/0.155 in H2O
Lowest friction rate 0.340 in/100ft 0.340 in/100ft
Actual airflow 593 aril 593 c$n
Total effective length(TEL) 91 ft
Supply Branch Detail Table
Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv
Name (Btuh) WI) (dm) FR (in) (in) Mali Ln(ft) Ln(ft) Trunk
Existing Home C 3608 77 85 0 0 Ox 0 VIFx 0 0
Existing Home-A C 3605 77 85 0 0 Ox 0 VIFx 0 0
Existing Home-B C 3605 77 85 0 0 Ox 0 VIFx 0 0
Existing Home-C C 3605 77 85 0 0 Ox 0 VIFx 0 0
Existing Home-D C 3605 77 85 0 0 Ox 0 VIFx 0 0
Existing Home-E C 3605 77 85 0 0 Ox 0 VIFx 0 0
Kitchen Addition h 5917 134 86 0.340 8.0 Ox 0 VIFx 21.2 70.0
Return Branch Detail Table
Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size(in) (cfrn) (din) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk
•
rb1 Ox 0 593 593 0 0 0 0 Ox 0 VIFx
2018-Oct-12 17:04:09
� wrightsoft Right-Suite®Universal 2017 17.028 RSU23882 Page 1
ACCP, Projectl.rup Calc=MJ8 Front Door faces: E
OFFICE COPY
APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH FLORIDA (*REQUIRED)
PRL, 1f c
J jve Permit It -E- A I 5 — 0031
*Project Address:
54.1/ your
*Owner/Project Name
Asrbequired by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for
uild�r,g components listed below as applicable to the building construction project for the permit number listed above. You should contact your
the
product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product
approval may be obtained at: www.floridabuilding.org.
Category/
Subcategory Manufacturer Product Description Limitation of Use State# Local#
A.EXTERIOR DOORS }S
1.Swinging nn� ��t 'jr -C)9
2.Sliding _
3.Sectional
4.Garage Roll-Up
5.Automatic
6.Other
B.WINDOWS
1.Single hung JP.1n( tie,
144ows f24
2.Horizontal slider
3.Casement
4. Double hung
5. Fixed
6.Awning
7. Pass-through
8.Projected
9.Mullion
10.Wind breaker
11.Dual action
12.Other
Page 1 of 4 Updated 10/17/18
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
C. PANEL WALL
1.Siding Ju //-Arte e , 1447 5 d:..a _ � `� �—i . l
2.Soffits i
3. EIFS
4.Storefronts
5. Curtain walls
_ 6.Wall louvers
7.Glass block
8. Membrane
9.Greenhouse
10.Synthetic stucco
11.Other
D. ROOFING PRODUCTS
1.Asphalt shingles GAF teIrc �Ga[ isrti lef futoot4 '
2. Underlayments
3. Roofing fasteners
4. Nonstructural metal
roof
5. Built-up roofing
6. Modified bitumen
7.Single ply roofing
8. Roofing tiles
9. Roofing insulation
10.Waterproofing
11.Wood shingles/shakes
12. Roofing slate
13. Liquid applied roofing
14.Cement-adhesive
coats
15. Roof tile adhesive
16.Spray applied
polyurethane roof
17. Other
Page 2 of 4 Updated 10/17/18
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
E.SHUTTERS
1.Accordion
2. Bahama
3.Storm panels _ _
4.Colonial
5. Roll-up _
6. Equipment
7.Other
F.STRUCTURAL
COMPONENTS
1. Wood
connector/anchor
2.Truss plates
3. Engineered lumber
4. Railing
5.Coolers-freezers
6.Concrete admixtures
7. Material
8. Insulation forms
9. Plastics
10. Deck-roof
11.Wall
12.Sheds
13. Other
G.SKYLIGHTS
1.Skylight
2.Other
H. NEW EXTERIOR
ENVELOPE PRODUCTS
1.
2.
Page 3 of 4 Updated 10/17/18
In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the
Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation
instructions along with this Product Approval Sheet.
I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the
ones listed in this document must be approved by the Building Official.
*Contractor Name (Print Name): 4''1 *Contractor Signatuc: . •
*Company Name: U.
i2
*Mailing Address: /'402( Ste. /14fc-; 8/v/"( LJ ve
*City: Tc *State: *Zip Code: .? 7
*Telephone Number: ?pc( 642- '/3V4-7 *E-mail Address:- - C ce c ,- i --c is- • c
Cell Phone Number: '"V S5 C- 96(6 , Fax Number:
Page 4 of 4 Updated 10/17/18
BOUNDARY SURVEY
LOT 3 LOT 6
SET VT
SET 1%1'
IRKS 11, off N89°10'2TE 94.62' _413 ♦ 30.0 1
----- 02 1 A - -
---- 1 = o NC AC Q- 1 U i1
140SF b% I 13_° -- _ 182 V)
D TACH: I'I I _` ' rn
•'-o'OEM o' 13.0' CONCRETE
_ 'i
P.H.t a
EXISTING •. '" '. ^: 1 Z
RESIDENCE 120' I O
3.4 BUILDING 7 •• �'' 2)
_ #1820 1
° 'I W Q •, -
WOOD I 42
DECK II 7. i
sn
LJ i s. O. • I O 'C
I j WINDOW +,.,.,.;..,:_ ' a 0
II / _. r1�NOOK . '-
611 SF o, 20, 0'
441&411 ADDITION 6.4 N
Is'�II / 4.
s
N
iA m
02
I1 1d EASEMENT ___ 8. I
b _.1' 36.1 ° ♦ 5'U.E. 1° 30.00
FOUND 1%2' t,1 — 06g9AIf I lE SET 1,7
IRON PIPE IRON ROD
LOT 1
LOT 8
LB#7893
COMMUNITY DEVELOPMENT
APPROVED
7i
SURVEY NOTES iL $
CONCRETE DRIVE CROSSING THE PROPERTY LINE ON EASTERLY SIDE OF LOT.
THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY AND CROSS INTO THE ' PERMANENT
5'U.E.ON SOUTHERLY SIDE OF LOT,AND THE PROPERTY LINE ON NORTHERLY AND SOUTHERLY SIDE OF LOT. ICONTROL
POINT
1
ft P J,F 0-1-
...7,1-1:40.
.e4�
C
wa
SURVEYORS CERTIFICATE
RGET
■
I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY
IS
PREPARE) OF A SURVEYING,LLC
NOT VALID N?THOUT AN AUTIENTICAT®BECIROMC #7893
''°+,.1 •
iA 'OF •a SIGNATURE AND AUTHENTICATED ELECTRONIC SEN, LB
°ti.Ion 1 0 °� ORA RAISED EMBOSSED SEAL NO SIGNATURE
E, SERVING FLORIDA
6250 N.MLITARY TRAIL,SUITE 102
WEST PALM BEACH,FL 33407
PHONE (561)640.4800
(SIGNED)- � STATEWIDE PHONE (800)226-4807
KENNETH J OSBORNE tr�PGDMeNagiS1 h�. STATEWIDE FACSIMILE(800)741-0576
PROFESS MAL SURVEYOR AND MAPPER 06415 n WEBSITE http targetslmByig.net
0
I
LOT 6
LOT 3
SET 1/1'ON ROD I
�B 1, 0•a N89°10'22 E 94.62 „ �1.a LLRB 301 ....-•:`j,:. 1
02 A A liFill= o AIG AIG a�
140SF bl / 13'-0' (in 18.4'
DETACHED'I 79SF , o>, 34.0 _
-0G,to 11 ;$ 3RO 10'NN� CONC IF^ •
-A
Iw k. ,
SPH EXISTING
II �°4 RESIDENCE 120 '-
^ 3.4 BUILDING --r?-;.:..s.. / :•:-•::'.'-:- •:::',..-:::-.. 1
LOT 2 a
°
- NUOD 1 `4
LOT COVERAGE: 11 32.3' T Q `: •, I -43
TOTAL LOT 9,079 S.F. f'' I i 0 . 0
EXISTING HOUSE 2,027 S.F. - $$f
j -. o° NOOK pQ wESTINGDVEWAY / •:?
FRONT PORCH&WALK ' 611 SF
1 I
EXISTING PADS 46 S.F. AD •a 2.a 5.a `:
,��, /DITION :'
TOTAL IMPERVIOUS 3,402 S.F. � 8.4' $
(37.5%) p
CD i
PAVERS PATIO 429 S.F. ¢�
I. 0 L�/
TOTAL WI?WITH PAVERS=3,831 S.F. rri
-I(42%) I
O . 1
I el
I �fO FASEMEM / I g—
bI.1' 3s'-o1 5'U.E 1E12
30.07
FOUND 1/7' 1 1f - 10S 94t .WIE IRON ROD ?
IRON PIPE LB#7893 1
LOT 1 LOT 8 .:
SURVEY NOTES „ILt
CONCRETE DRIVE CROSSING THE PROPERTY LINE ON EASTERLY SIDE OF LOT.
THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY AND CROSS INTO THE I PERMANENT
5'U.E.ON SOUTHERLY SIDE OF LOT,AND THE PROPERTY LINE ON NORTHERLY AND SOUTHERLY SIDE OF LOT. I CONTROL
POINT
.0 1 0 Q
s
0
�_ Na SNB BURVEYORSCERTFICATE TARGET t
I HEREBY CERTIFY THAT THS BOUNDARY SURVEY
o IS A TRUE AND CORRECT REPRESENTATION Of A
SURVEYING,LLC
SURVEY PREPARED UNDER MY DIRECTION.
*I NOT VALD WITHOUT AN AUTHENTICATED ELECTROHC LB#7893
•, STATE OF . SIGNATURE AND AUTHENTICATED ELECTRONIC SEM.
°•''1• 0 R I CP. °RARAISED
D°” SEN.API)
"""`� SERVING FLORIDA
a u v•y 6250 N.MILITARY TRAIL,SUITE 102
WEST PALM BEACH,FL 33407
PHONE(561)840.4800
i 020 Seel, /Dm>e
,4 ,, FL 3 -Q33
BOUNDARY SURVEY
AA
IAT 3 LOT 6 �0
T SET 1JY'
IRONLB 99 X0.1' ,p N89.10'22'E 94.87 1D [ems
W
'I LA r6'4 lAA gill
140SF II !wli ®9 • I cn
D TACH:I.., w
$.0 eWm.
-0'ommitii 1 V •A • g Poi
ItPX g EXISTING �. - I 'z
RESIDENCE - 0
I BUILDING 17A / I X
LOT 2 alezo 4 .�
icol
i 922
0. I B1sF
*i/ ._A3imo -
tr�I, �I
mI �
91
__c a LFUE I$_ .aa —-I\
POUND 8z, 1.1'— E 1
LOT 1 U3 17893
LOT 8
r
SURVEYNOTES
7YRCRE7ETIRNECROSSINGTHEPROPERTYUNEONEASTF%YSDEOFLor. 1 i
THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY AND CROSS INTO TIE . PERMANENT
5 U.E.ON SOUTHERLY SIDE OF LOT,MD THE PROPERTY LME ON NORTHERLY AND SOUTHERLY SIDE OFLOT. I CONTROL
Ftl1YT
No.M/6 SURVEYORS TE TARGET
• HEEOY CERTIFY THAT 11.03 lOAPOORY SURVEY
$A TRUE AM CaaECT R@REBETATOR OF A SURVEYING,■•LC
90VMEPREPAREDUNDER DEiMYOFEC11011
NOT
T VA1D RTIIOUT NI AUTHERYATHI EECT KING. LB PMS
t. rtATEaP SIGNATURENO NHHEIIICATEI FLEMI NG SEAL
R„• °RA"N®MOWED ff"
BNOB°"TM SERVING FLORIDA
6250 H ABUTNtYTRAI.SUITE 102
WEST PALM BEACHA 33107
PINE(501)6W4B00
IyKaED7 _ STATENEEPHOIE(500)2264507
KENNETH J OBBORNEp�p�(� STATENEE FACSIMILE(300)7414571
FROFBNIQW.SURVEOR N01YPM01111 111$ 1' 1FACSIMILEM®BRE:IliJhIgIhUYw4p,R1
CGC1521502
COURSE
C O N T R A C T I N G
Treat others how you would want to be treated! Respect the neighbors. Respect the work of other Trades. This
property will be around for you to drive your grandchildren by and tell them you built this! Construction is a noble
profession;take pride in what you are doing!
"When we build, let us think that we build forever. Let it not be for present delight, nor for present use alone;let it
be such work as our descendants will thank us for." -John Ruskin, 1849
• SAFETY FIRST!Think and focus on what you are doing.The safest way is not always the quickest
or easiest way of doing work, but it is the only way if you want to go home in the same condition
you arrived.Your family and friends need you.
• All material and debris to be kept off the streets. Look for garbage in the streets and ensure
worksite is clean each day.
• Drugs and alcohol will not be tolerated on site before,during or after working hours. Violators
will be terminated.
• Smoking is prohibited on this property at all times. If you need to smoke you must be in your
vehicle on the street.
• Absolutely no activity before 7:00 a.m. or after 7:00 p.m. unless authorized by Course
Contracting. This means no saws, radios or yelling. NO WORK ON SUNDAYS.
• Jobsite cleanup is mandatory daily and the responsibility of each vendor and/or contractor. This
includes disposing of all soda cans, cups and lunch trash. Let's maintain a clean and orderly
jobsite that is broom swept before the next trade arrives.
• All contractors are responsible for complying with OSHA regulations. Personal Protective
Equipment (PPE) is required and is the responsibility of each vendor and/or contractor.
• Close and lock all doors and windows before leaving.
• Jobsite theft will be prosecuted.
• Refer all owner or neighbor questions or comments to Course Contracting personnel.