462 INLAND WAY - ADDITION DRAWINGS C)
Q Q � General Notes
VERIFY ALL DIMENSIONS AND
o � MAP 5110WI � G BOUNDARY SURVEY OF CONDITIONS.
00 LOT 20, OCEA WALK UNIT 4, AS RECORDED IN PLAT ALL DIMENSIONS ARE MEASURED
� v BOOK 42, PA ES 189 18-A TITHROUGH18-C, OF THE TO FACE OF BLOCK, FACE Of
FRAMING MEMBERS - UNLESS
N � CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA OTHERWISE NOTED.
INLAND WAY C ' .
ALL NEW PLUMBING FIXTURES,
Cn
(RIGHT OF WAY VARIES) Tire, LIGHTING FIXTURES,
CABINETRY, APPLIANCES AND
FLOOR COVERINGS TO BE
50•00' LOT 21 SELECTED AND APPROVED BY
C)
1COONTRACTOR PROVIDED
�\ . S 120341ALLOWANCES.
2034'04 It �4 W HVAC SYSTEM REQUIREMENTS TO
W 7` � �BE DETERMINED BY OTHERS..� 7.40
port o let ;7 7P.
STRUCTURAL
O LOT 39 REQUIREMENTSOBE DESIGNED
DETERMINED BY OTHERS.
RE,5eG DE51GNER ASSUMES
NO
ITM
��10 N- ORERRORS OR OMISSIONSN
BUILDING PLANS. CONTRACTOR TO
o a � VERIFY THAT SCOPE OF WORK
o a a a co \= MEETS ALL APPLICABLE CODES
PRIOR TO COMMENCEMENT OF
WORK.
LO
v O./
6 o. �K UN AG�y I
QG�ANW K 42, P
gp OVGh -7 Z,G
oa p
a a ,q� TNR
V ev 38� D D
LOT AREA CALCULATIONS - POST-DEVELOPMENT
TOTAL LOT AREA 20,3 16 SQUARE FEET S 5T' � 0 1 a �y�
EXISTING HOUSE 29524 SQUARE FEET
2 Q
EXISTING FRONT ENTRY 265 SQUARE FEET
` DRIVEWAY WALKWAYS CONCRETE 2,686 SQUARE FEET
A/C P<ws 27 sQuaRE mer
ADDITION 65 SQUARE FEET �j ° a a o
NEW FRONT WALKWAY PAVERS 250 SQUARE FEET F0
I32 SQUARE FEET � 0,
REAR CONCRETE DECK � RS :11, � y o �
TOTAL LOT COVERAGE 5,949 SQUARE FEET �� 0 � � CI, VJ � .
% OF LOT COVERED 29.3°h, ��� � /� v o � N � No. Revision/Issue Date �
/ ry o LOT 20 � `s'• �� ��.
F i % � Q , / � LOT 40
Lp n
ev, MOWED"
Vehicle Parking Space
Port-o-let LOT 19 JO� l../y/ 0 322' � [� O� Firm Nome and Address
M `v 0 o.,. JOHN ROWAN DESIGN, INC.
151 SAWGRASS CORNERS
O 0.40
SURVEY INFORMATION PROVIDED BY: � � UNIT # 101
� Q-Q� G PONTE VEDRA BEACH, FL
mPson (904) 759-7087
Ray Tho
Q
SURVEYING , Inc. o
REVIEWED FOR CODE COMPLIANCE Project � a� ��
4613 Philips Highway, Suite 210 � cIT,roFnnANncBEactr hAMANN RENOVATIONS
Jacksonville, Florida 32207 n� SEE PERMITS FOR ADDITIONAL 462 INLAND WAY
1 ?_0 •O L REQUIREMENTS AND CONp�T10Ng
(Phone) 904-448-5125 NON_ A CESS � � ao56'�6�� W N50ED) ATL. BCH . , FL 32233
5n%
EASEM
(CAAO?
, it W I
Z0 .01%.$F
PROPOSED SITE PLAN
V53
02 N � pRD� �P�`T)
(Gh G
D�1v
rr0jm20 15-0004
Wp,� SEE ENGINEERED O 11221201 6 A—
PRO 05ED SITE PLAN � p�D � oF
cA� i °= i a (► pp` R�G� OAp No• 551 ) SPECIFICATIONS � 10' of I 3 sheers
(NfP�. Gp`N0�
Of 04
PPA
Y
General Notes
VERIFY ALL DIMENSIONS AND
CONDITIONS.
ALL DIMENSIONS ARE MEASURED
TO FACE OF BLOCK, FACE OF
FRAMING MEMBERS - UNLESS
OTHERWISE NOTED.
ALL NEW PLUMBING FIXTURES,
TILE, LIGHTING FIXTURES,
CABINETRY, APPLIANCES AND
FLOOR COVERINGS TO BE
SELECTED AND APPROVED BY
OWNERS BASED ON
CONTRACTOR PROVIDED
ALLOWAN CES.
HVAC SYSTEM REQUIREMENTS TO
BE DETERMINED BY OTHERS.
STRUCTURAL SYSTEMS
REQUIREMENTS TO BE DESIGNED
* DETERMINED BY OTHERS.
w
DESIGNER ASSUMES NO LIABILITY
40 14'-G 1/4' FOR ERRORS OR OMISSIONS IN
5TEM WALL CONSTRUCTION BUILDING PLANS. CONTRACTOR TO
----------------------------------------- VERIFY THAT SCOPE OF WORK
f MEETS ALL APPLICABLE CODES
I
existing slab - ---------------------------I ; _ PRIOR TO COMMENCEMENT OF
d-
f I - WORK.
-O' new 4'concrete slab I
d' per structural sheets
f I
I I
tie new footings into tie new footings into
eostmg per structural existing per structural
sheets sheets
I W-G 1/40
exrstmg slab
NOTE:
refer to structural
drawings for spot estimated location of
In
footings new spot footing
-- -- - estimated location ofl -- r----------
. N I I
new spot footing I I
existing beam above L
L------ -----
(see floor plans)
'-G'
10 f-
span of new beam required due to ����
removal of existing load beanng wall SEE 1ENGNE
- �CtF1C
1C)Ns
foundation 51ab areas not affected No. Revision/Issue Date
existing slab
General Contractor
new walls Firm Name and Address
----------------- JOHN ROWAN DESIGN, INC.
1 5 1 SAWGRASS CORNERS
UNIT # 101
extsang slab
PONTE VEDRA BEACH, FL
stemwall�footing
(904) 759-7087
fZ71 1`771
Project Name and Address
HAMANN RENOVATIONS
4G2 INLAND WAY
ATL. BCH . , FL 32233
ARCHITECTURAL
FOUNDATION PLAN
Project
0 15—0004 Sheet
ARCHITECTUf�AL f:OUNDATION PLAN- Date
SCALE 1/411 = 1 '-0" 0 11221201 G A- 2
Architectural Foundation plan provided for geometnc planing Scale
Dlmen5lon5 may vary 511 htly due to ur ose only. See structural sheets for structural detail5 and /41111� 1 —011 OF 3 SHEETS
9 p p y
field modlflcatlon5 and adju5tment5 requirernent5. Any reference on this plan to structural elements
are for planincj purposes only, structural sheets take precedence. /C
4$%
Ar
General Notes
VERIFY ALL DIMENSIONS ANIS
r- - CONDITIONS.
FIRST FLOOR CONDITIONED 1 ,902 SQUARE FEET
5ECOND FLOOR CONDITIONED 1 ,G27 SQUARE FEET ALL DIMENSIONS ARE MEASURED
TOTAL CONDITIONED AREA 3,529 5QUARE FEET .- - " TO FACE OF BLOCK, FACE OF
GARAGE 622 SQUARE FEET ,� DECKS � _ � � fRAMING MEMBERS - UNLESS
OTHERWISE NOTED.
FRONT PATIO 2G5 SQUARE FEET
ALL NEW PL M
TOTAL AREA UNDER ROOF 4,4 I G SQUARE FEET � \\ ,x
'` '' �,� � � U GING FIXTURES,
TILE, LIGHTING f IXTU RES,
I
y — y CABINETRY, APPLIANCES AND
FLOOR COVERINGS TO BE
4$k
SELECTED AND APPROVED BY
� OWNERS BASED ON
FLOORING NOTES: DEMOLITION NOTES: , J
Existing wood floors to remain Kitchen cabinets equipment and ceiling to be removed. ' ' ' CONTRACTOR PROVIDED
Tile flooring in bathroom*laundry to remain. Remove walls as indicated. i
' ALLOWANCES.
Tile in latchen and foyer to be removed. Remove playroom cabinets. '- --- --
laving Room cabinets to be removed replaced with new units. -
Rear wood decks to be removed. \' '
HVAC SYSTEM REQUIREMENTS TO
r' i BE DETERMINED BY OTHERS.
22'-9' 15'-5 1/2' ' ' 1 1'-7 1/2" '-3 3/4" \ `Y 12'-9 3/4" 2'
STRUCTURAL SYSTEMS
-00
10 10
1'-1 1 3/4" REQUIREMENTS TO BE DESIGNED
'-I" 3'-0" !O'-10 112' �'-7 a!4 -3'-7--�W------- 4- -/4"- 3'-7 1/2" 2'-G 1/4' 2'-G 1/4' '-7" '-5" '-2" 4'-1 1 1/4'
10 10 10 10 10 10'
DETERMINED BY OTHERS.
4C44
DESIGNER ASSUMES NO LIABILITY
FOR ERRORS OR OMISSIONS IN
0 m BUILDING PLANS. CONTRACTOR TO
\� °` 0 VERIFY THAT SCOPE OF WORK
m ;
MEETS ALL APPLICABLE CODES
------ PRIOR TO COMMENCEMENT OF
r WORK.
tv V N N
N
\- KITCHEN
I'-1 1 1/2" 9-0'cuhng tali CQ
3050 3050 -- — - _— i ---2860 2860
\ 306 - -- -- -- r e the
la
-- -- '�\ e
� - P�.p,Y Roots -
_____ .
----- ----- -- ---- -- 9'-0'ceiling
77
\ -- DINING ROOM ------J \ -=_ - -
B RO #2 ` _\ 9'-O"ceding ---
\ - - -- \
\ ----- -- rem the
(n of eta I I re I w/w
_ ---
\ _ _
CM
— - ---- oven i
stack
%' - - i - - ------------ --------------
�; 3068 opening -
\\ \ --- - 2GG8 - — - - --—
cahngcoat
\ r -
<,,,.
closet -
, 2GG8
' 2GG8 storage—
3068livin————-j No. Revision Issue Dote
O - �
to
-----------� � -----cabinets to be
\ til to ma \ r e td uQ --- -- --- -- -
� rcpia /w `' --replaced.
- - ---OW by owner)
General Contractor
-- - ---..
0/1
step t to - LIVING ROOMcm
in
-
kD
in
�\ r le
\ (2)2668 lace
RA bifold _
-
not to I I e -- N Firm Name and Address
2GG8 r
N _ french \— ___ JOHN ROWAN D E I INC.S GN,
- — - ° � � 15 I A
N ---2250 �5a 225o S WG RASS CORNERS
BEDROOM # I - < ♦ UNIT # 101
AJ .
19'-0"cralmq woClU a f e step. ♦•.•a,
` - - _ PONTE VEDRA 13 EAC FL
_ -
'IA
.a
18070 cad \ — 4 _`♦ . ` ♦•` • ^ ' ' <. .. -.`• ` • • <, .• . <, a a a ♦ - . .
r \ __ a a . -' - < `• - . .. . � • ` • a < - . _ ., _ (904) 759-7087
. f J
\ ( 2250 2250 `. *. ,• ` < -
'r M .' Project Name and Address
HAMANN RENOVATIONS
i a _ 4G2 INLAND WAY
\ . - • : ; ♦ ATL. BCH . , FL 32233
EX15TING FI RST
replace
< - -• .` �� FLOOR PLAN
existing demo walls
columns
(�) existing walls Project Sheet
2'-8 I/4" 181-0" 2'-8 I/ 5'-5" 2'-8" G'-0 1140 5'-1 1 3/4" I !'-I 2' 2' 5'-1 14' 2'-0' 2015-0004
10 2 2'-9' 14'-1 1/4" 12'-9 112' 15'-3 3/4'
Date
GG'-11 1121 011221201 A- 3S
1 /411= 1 1_011 Of 13 SHEETS
E,� 15TING f:1 f LOOK PLAN
®c
SCALE 114" = 1 '-O"
General Notes
VERIFY ALL DIMENSIONS AND
FIRST FLOOR CONDITIONED 1 ,902 SQUARE FEET </ `
CONDITIONS.
SECOND FLOOR CONDITIONED I ,627 SQUARE FEET
FIRST FLOOR ADDITION 66 SQUARE FEET ALL DIMENSIONS ARE MEASUREDTO FACE OF BLOCK, FACE OF
SECOND FLOOR ADDITION 66 SQUARE FEET
FRAMING MEMBERS - UNLESS
TOTAL CONDITIONED AREA 3,66 I SQUARE FEET \
OTHERWISE NOTED.
GARAGE G22 SQUARE FEET
'� ----- ALL NEW PLUMBING FIXTURES,
FRONT PATIO 2G5 SQUARE FEET
TILE, LIGHTING FIXTURES,
REAR PATIO ADDITION 358 SQUARE FEET
CABINETRY, APPLIANCES AND
TOTAL AREA UNDER ROOF 4,906 SQUARE FEET
FLOOR COVERINGS TO BE
DECKS itSELECTED AND APPROVED BY
H OWNERS BASED ON
` CONTRACTOR PROVIDED
ALLOWANCES.
HVAC SYSTEM REQUIREMENTS TO
BE DETERMINED BY OTHE 5.
STRUCTURAL SYSTEMS
REQUIREMENTS TO BE DESIGNED
it
--- --1 * DETERMINED BY OTHERS.
DESIGNER A55UME5 NO LIABILITY
FOR ERRORS OR OMISSIONS IN
22'-9" 15'-5 1/2' i I'-7 1120
BUILDING PLANS. CONTRACTOR TO
I'-1 1 3/4' VERIFY THAT SCOPE OF WORK
01 1 V-11" 3' IU-10 112m " 2'-6 1/4" 2'-6 1/4N '-7" 41- 1 a-1 1/40 01 MEETS ALL APPLICABLE CODES
PRIOR TO COMMENCEMENT OF
`� `` 4044 WORK.
_ -4• V gO
0 �
M c� O
oe
0*) N N !I
tree cm � b �I KITCHEN I
N N � � IC.ei I I/ 1
I'-1 1 1/20 �0 �� 3'-6 1/4" '-00
�� IF
—new doors = 26710 S
3'-6 I I
3050 3050 I L
306 _ �" J - farmer range
sink hood r
existing new wood `� r' • • in
wood floor floor ,= i DN/\ `' . i i 3'� _
1 --- ----Y— -k---�--
Ir--------------------- 1
I I I ! I r -
s SITING ROOM
` B 2 9'-0"cesbng wood DINING ROOM 9'-2. 3'-41/2"
RO # _ 07
►n m I cerlrn new wood 24"under counter 2
(not eta I
floor drawer refrigerator
T of
PANTRYM �I
exlsbng I
wood floor m`
remove —---.,
existing
----- � -
No
� �cerhn . Revision/Issue Date
hearth, —71-4.
reface
sh2668 g O xsn
end.
N
coat 9 N si wood floor General Contractor
closet
_ In
m 3068 __—_J � 2668
In
VQ
replace hearth tyle
per owner direction
r
(off
r
' 2�O
5 ' LIVING ROOMIn
r
r Firm Name and Address
r
r
JOHN ROWAN DESIGN, INC.
CM
IN 01 15 1 SAWGRA55 CORNERS
FOYER
r�—_-_- �� ._exrsting �
UNIT # 101
p A (2)2668 f—wood floor -
= I�1 bifold w�bf new wood new woody 1 m PONTE VEDRA BEACH, FL
N
not to l e 2668 floor O floor ' "
_ — new front �`i� 3
N — french (904) 759-7087
p- dam'04
� u
2250 2250 2250
BEDROOM # I s °
9'-O•cesimg wood . -
• I Project Name and Addross
•
• y. - , �•- .: ... � . a • .. : .V - .. - .. °' j IrIAMAN N RENOVATIONS
8070 rhead
r - - - - - - - - - - — - - - - - - - - - = I
` ` a p 10
I A# 462 INLAND WAY
01
OA -�•. ;.A. a ATL. BCH. , FL 32233
e - `
I 2 2 ••4 •`,.
50a •` - ' , `•a a` `.. • f a- i• ,s - ' .S .•,• '` S . :- a
I2250 ------ ---- -----= - --
i I I ` . .• - a . - .. ------ ------ ----------------- PROPOSED FIRST FLOOR PLAN
. •' a
a
I I • + s ` f a at•� - I I
.. .I
new garage door opener I f ..a- .- Project Sheet
• 4 f. . . i 2015-0004
new columns ---------1_--i ---------= =--
( ') Date
PROF05ED f I f LOOK PLAN _-_________ _______________ o 11221201 6
SCALE 1/4 If = 1 '-0" new walls Scab .q.11— i 1_011 OF SHEETS
2'-8 1/4" 18'-O" 2'-8 I/ " 5'-5" 2'-8' 6'-0 1/4" 5'-1 1 3/4" 1 I'-! 2' « 2'-8• ilr 5'-1 1/4" 2'-0• 13
10
22'- 14'-1 1/4" 12'-9 112" 15'-3 3/4' 01 EMMI=
66'-1 1 1/20 existing walls
General Notes
VERIFY ALL DIMENSIONS AND
CONDITIONS.
ALL DIMENSIONS ARE MEASURED
TO FACE OF BLOCK, FACE OF
FRAMING MEMBERS — UNLESS
OTHERWISE NOTED.
DECKS
ALL NEW PLUMBING FIXTURES,
r' TILE, LIGHTING FIXTURES.
CABINETRY, APPLIANCES AND
FLOOR COVERINGS TO BE
SELECTED AND APPROVED BY
OWNERS BASED ON
CONTRACTOR PROVIDED
DEMOUTION NOTE5: `
ALLOWANCES.
Remove carpet as noted.
Remove master bath floor covering, cabin and fixtures.
Remove walls as indicated. — -- HVAC SYSTEM REQU I REM ENTS TO
Remove balcony, railing and slider to hal ;' ` BE DETERMINED BY OTH ERS.
53'_7 1121 STRUCTURAL SYSTEMS
10
REQUIREMENTS TO BE DESIGNED
51-103/4* '-1 1" G'-7 3/4" 3'-7 1120 2'-G 1/4N 2'-G 1/40 3'-7" 00 2'-9 3/4" 1 l'-8 1/48
10 DETERMINED BY OTHERS.
1 1 -V411
9'-5' - _14!-5__3/4"_ __-- - - _. 3'-7 I/2' Joe S'-O 1/40 3'-T 100 W-30 Joe 8'-3 114" 2'-O"
DESIGNER ASSUMES NO LIABILITY
---- --- -- --- — -- FOR ERRORS OR OMISSIONS IN
% ° BUILDING PLANS. CONTRACTOR TO
VERIFY THAT SCOPE OF WORK
MEETS ALL APPLICABLE CODES
PRIOR TO COMMENCEMENT OF
WORK.
_ w w
BAICOW CM
0
0 0
roof line below 1 p'-O' N
-
\ 2250 22505068 slider -
H 9'-O"
ceiling
I \ MASTER
�J BATH I
\ 3� MASTER I -
BEDROOM #4 CLOSE
\ = 9'-0"ceiling w _ - - ___ 2668 -
\ soffit soffit -
\
linen � -— n ----- remove remove
carpet carpet
(
\ r'p
HALL
C2GG8 3068
Oto -
N
N
O t
N ( O
—————� No. Revision/Issue Date
t` 2868 in
to
1 ———— General Contractor
b ---------
I
p I
NCM
I
1
_ I =
------
L MBRin
down
o
1 9'-0"coling
I
BEDROOM #3
I9'-0'ceihng w _ Finn Name and Address
(= \ N = JOHN ROWAN DESIGN, INC.
N
I
151 5AWGRA55 CORNERS
\ __, UNIT # 101
/ PONTE VEDRA BEACH, FL
(904) 759-7087
/ 3442 � \ 3442
/ \
demo walls Project Name and Addn3ss
1 \ \
/ \ HAMAN N RENOVATIONS
\ / \ 4G2 INLAND WAY
I / \ roof line below / \ dnsbng walls
roof line blow ATL. BCH . 9 FL 32233
EXISTING SECOND
roof line,below
FLOOR PLAN
-3 /2- '-ri/2" 3 14" 7' 3' I O I/4"/ 1 V- 1 1/2n \ 4'-1 1 7' W-58 2'-O'
10
7'-4 1/40 '-4 1/401 1 1'-1 1 1/2' T-7 1120 '-1 In op
- (
Project sheet
2015-0004
Date
EfX15TI NG 5ECON D f LOOK PLAN 0 112 21201 G 5
-
SCALE 1/4" = I '-0" Scale 1 /411— 11-011 OF 1 3 SHEETS
PPA
General Notes
VERIFY ALL DIMENSIONS AND
CONDITIONS.
ALL DIMENSIONS ARE MEASURED
TO FACE Of BLOCK, FACE Of
FRAMING MEMBERS - UNLESS
OTHERWISE NOTED.
ALL NEW PLUMBING FIXTURES,
TILE, LIGHTING f IXTU RES,
CABINETRY, APPLIANCES AND
FLOOR COVERINGS TO BE
SELECTED AND APPROVED BY
OWNER5 BASED ON
CONTRACTOR PROVIDED
ALLOWANCES.
53'-7 1120 HVAC SYSTEM R.EQU I R.EM ENT5 TO
4'-8 3/4" 4'-8 1/4nelf 5'-1 O W40 2'-1 1" 6'-7 3/4" 3'-7 1/2m 2'-6 1/40 2'-6 1/4" '-T 2'-10 1120 1 1'-7 3/4" BE DETERMINED BY OTHERS.
1 1 3/4
' 5" 14'-5 3/4" &0 3'-7 1/2n 5'-0 1/40 3'-T 6'-3" 8'-3 1/4' STRU CTU RAL SYSTEMS
5'-10 /4" G 1N IN G ING tN
D US . ARDC'�US REQUIREMENTS TO BE DESIGNED
98- r 14'-5 34" o H DETERMINED BY OTHERS.
LC)
DESIGNER ASSUMES NO LIABILITY
�, FOR ERRORS OR OMISSIONS IN
BUILDING PLANS. CONTRACTOR TO
4020 rstori VERIFY THAT SCOPE OF WORK
free standing
m MEETS ALL APPLICABLE CODES
PRIOR TO COMMENCEMENT Of
- 0 I �. I WORK.
N \\ roof line below I a-0r I N
\ ----2250 2250 ao 9'-O"ceding flat transition --- MASTER
o into shower CL05ET
\ � I
\ BEDROOM #4 MA5TER 2068 I
\ 9'-0"ceding I BATH —
\ I ip
- 5'-13/4" / 10-10 2068 I
-t \ N
— linen I
\ tankless WH --- ---�-_ s--- in
water heater • • (CM
———--------J
\ r'O
\ H ALL 3068
\ new door saran9 rel'lace door
�-
2GG5 with reeded d
1810 glass door p —
in
N '
('V - tQ N �
Nin
1+ I N
2868 !n
replacehearthhearth the# No. Revision/Issue Date
----------
i mantle per owner
3 i N I �� direction
General Contractor
in
O z -
- ------ I i
down MBRin
°o H
L F- •
91-0'Zmling ca et
1010
BEDROOM #3
9'47 omlinf ca et
0
\ N
N
Firm Name and Address
s
f /
JOHN ROWAN DESIGN, INC.
\
151 5AWGRA55 CORNERS
3442 \ 3442 = UNIT # 1 0 1
_ / \ PONTE VEDRA BEACH, FL
(904) 759-7087
new walls
/ \ roof line below \ \ Project Name and Address
roof brae below \ existin walls
g HAMANN RENOVATIONS
\ \ \ 4G2 INLAND WAY
BCH./ . F L 32
AT 2 L 33
roof line below
/ \ PROPOSED SECOND
FLOOR PLAN
' ' '-1 1 " 1 I'-1 1 12" '-1 i 2" '- "
10
9-5 3-10 I/4 7 3 0 /4 / 4 / T 4 5 2-O"
3_6r -V 66 3!—Ge
53'-7 1120 Project Sheet
10, 2015-0004
Date
fD P05ED 5ECOND f LOOK PLAN 0 1 /2 2/201 6 --
SCALE 1/411
_ I 1_011 sale 1 /4 1 I-0 Of 1 3 SHEETS
General Notes ---)
VERIFY ALL DIMENSIONS AND
CONDITIONS.
ALL DIMENSIONS ARE MEASURED
12 12
TO FACE OF BLOCK, FACE OF
� ,..J__ FRAMING MEMBERS - UNLESS
- - OTHERWISE NOTED.
--.__''-�-._'.-Ij [�- ���'�- — -- - — —
_ - - =
=_1: _
- — _-P� 4,_w , _- ALL NEW PLUMBING FIXTURES,
. _ TILE, LIGHTING FIXTURES,
:_,.
CABINETRY, APPLIANCES AND
_ _ _ = FLOOR COVERINGS TO BE
+19-A �L second floor - - N§NAr- _
r:� t SELECTED AND APPROVED BY
wall plate --- — — -
OWNERS BASED ON
-_ - — _ = =
.'.
_ _ _
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RIGHT ELEVATION
CX15t1n( cj)
mite
5c LE 1/4" = 1 '-0" 01122120 1 G
Sale 1 /411= 1 1_011 OF 135HEET5
new bnck
veneer on
chimney General Notes
VERIFY ALL DIMENSIONS AND
CONDITIONS.
ALL DIMENSIONS ARE MEASURED
TO FACE Of BLOCK, FACE Of
FRAMING MEMBERS - UNLESS
OTHERWISE NOTED.
- ALL NEW PLUMBING FIXTURES,
wall plate CABINETRY, APPLIANCES AND
19-4t TILE, LIGHTING FIXTURES,
second floor FLOOR COVERINGS TO BE
5ELECTED AND APPROVED BY
OWNERS BASED ON
CONTRACTOR PROVIDED
4.3
ALLOWANCE5.
in
HVAC SYSTEM REQUIREM ENT5 TO
BE DETERMINED BY OTHER5.
12
5TRUCTURAL SYSTEM5 7
-4
finished floor Ak
+ REQUIREMENTS TO BE DESIGNED
i ` = f first floor wail plate +91-0N DETERMINED BY OTHERS.
DESIGNER ASSUMES NO LIABILITY
--------- R RR RS
-- 13UILDING PLAN5. CONTRACTOR TO
Vf-R1fY THAT 5COPE Of WORK
MEET5 ALL APPLICABLE CODE5
77:- PRIOR TO COMMENCEMENT Of
WORK.
first floor(reference (7-08
P?�VON
'\\—
new 8' are pnew back
ohs
ago (typical) face on
ratio deck
existing 5trvcture
LEfT f- L-EVATION (rr0r05eC1)_
SCALE 1/411 I 1-011
No. Revision Issue Date
1212
General Contractor
7 7
01+19-44 second floor wall plate Firm Name and raw
-*1WAN DF=51GN, INC.
In JOHN 12rr-
UNIT # 101
7/1h fini5hed floor+I CY-4-IN 4+91-ON (904) 759-7087
7L first floor wall plate Project Name and Addrm
HAMANN Rf=NOVATION5
in z
4G2 INLAND WAY
'4 ATL. BCH , f L 32233
........... P'R0PO5F=D 51DE
-ON fir5t floor(referen ce only) L VAT
is-
ION5
F7 new 8"5oquare po5t5 new bnck new bnck(typical) face on veneer on patio deck chimney Project Sheet 2015-0004
isting 5tmcWre new addtbon5 me
0 1 /22/2016 A- i 0
RIGHT ELEVAT110N (proP05eci) scale 1 411= I '-O" Of1 3 SHEETS
SCALE I 11 I 01 1-01
S
General Notes
VERIFY ALL DIMENSIONS AND
CONDITIONS.
ALL DIMENSIONS ARE MEASURED
TO FACE OF BLOCK, FACE OF
FRAMING M EM BER5 - U N LE55
OTHERWISE NOTED.
,�----------- ALL NEW PLUMBING FIXTURES,
aE ELECTRICAL NOTE5 TILE, LIGHTING FIXTURES,
i
CABINETRY, APPLIANCES AND
PULL 3 WIRE5 TO CEILING FAN LOCATIONS FLOOR COVERINGS TO BE
DECKS AND PROVIDE 5UPPORT AT CEILING FOR 5ELECTED AND APPROVED BY
<�\ FAN. OWNERS BASED ON
ALL SMOKE DETECTORS TO BE WIRED TO CONTRACTOR PROVIDED
50UND WHEN ANY OTHER SMOKE ALLOWANCES.
� DETECTOR IS ACTIVATED.
- HVAC SYSTEM REQUIREMENTS TO
ELECTRICAL LAYOUT PROVIDED FOR BE DETERMINED BY OTHER5.
PLANNING PURP05E5 ONLY. CONTRACTOR
TO VERIFY 5ELECTION AND PLACEMENT OF STRUCTURAL 5Y5TEM5
ALL ELECTRICAL EQUIPMENT. REQUIREMENT5 TO BE DESIGNED
PROVIDE GFI CIRCUITS AT ALL OUTLET5 AT DETERMINED BY OTHERS.
*ET OR DAMP AREAS. DESIGNER A55UME5 NO LIABILITY
METER BA5E LOCATION TO BE DETERMINED FOR ERRORS OR OMI55ION5 IN
pl;C Mt)E OF*AND ARC EY LOCAL ELECTRICAL AUTHORITY. BUILDING PLANS. CONTRACTOR TO
FAULT PROTECTION AS ERIFY HEIGHT OF ALL WALL MOUNTED VERIFY THAT SCOPE OF WORK
----------- REQUIRFE 3 BY COM �I GHT FIXTU RE5.
MEETS ALL APPLICABLE CODES
�{ PRIOR TO COMMENCEMENT OF
WORK.
1 1
I
9fiwrtECTRICAL FIXTURE LEGEND
` WALL MOUNTED LIGHT
CEILING LIGHT
J L
RECESSED LIGHT
9
ADJ U5TABLE RECE55ED
LIGHT "EYEBALL"
` r
hood FLOOD LIGHT
�i DW
gfi i ! . i gfi DUPLEX RECEPTACLE
SWITCHED DUPLEX RECEPTACLE
I i! pneumatic swatch
IJ i for disposal 9fi GFI GROUND FAULT INTERRUPT
AFP ARC FAULT PROTECTION
FV 15T I N G WIRING ,
5 TOGGLE SWITCH
v--_—_ 2 drawer
fIXTURE5 TO REMAIN '; refrigerator 53 3 WAY TOGGLE 5WITCH
(61 CABLE TELEV151ON OUTLET
TELEPHONE/ INTERNET/ DATA No. Revision/Issue Date
— —' --------- _
----- ----------
---- ---------- ---------
-
----��--- ---- - -- WP WATER PROOF FIXTURE
N EXHAU5T FAN
General Contractor
(� SMOKE DETECTOR
3068 � \
Q WALL MOUNTED LIGHT
------ UNDER COUNTER LIGHT
® SPECIAL ELECTRICAL CONNECTION
LV LOW VOLTAGE
Firm Name and Address
JOHN ROWAN DESIGN, INC.
— — — 1 5 1 5AWGRA55 CORNER5
UNIT # 101
PONTE VEDRA BEACH, FL
(904) 759-7087
Project Name and Address
HAMAN N RENOVATI ON5
— — — — 4G2 INLAND WAY
ATL. BCH . , FL 32233
i -- ---------- ---------- --------- FIRST FLOOR
i ELECTRICAL PLAN
� e
Project Sheet
2015-0004
-------- ----- THIS DRAWING IS NOT REQUIRED Date
________ ________ AS PART OF THE PLAN REVIEW O 11221201 G —'
I I
DOCUMENTS PER FBC-R,
THEREFORE IT 1S NOT REVIEWED Scale II_
FOR CODE COMPLIANCE 1 /4 — 1 '
-0II OF 1 3 SHEETS
f LOOK ELECTRICAL PLAN
SCALE 1/411 = I '-0"
General Notes
VERIFY ALL DIMENSIONS AND
CONDITIONS.
ALL DIMENSIONS ARE MEASURED
TO FACE OF BLOCK, FACE OF
FRAMING MEMBERS - UNLESS
OTHERWISE NOTED.
ALL NEW PLUMBING FIXTURES,
ELECTRICAL N C)TES TILE, LIGHTING f IXTU RES,
CABINETRY, APPLIANCES AND
PULL 3 WIRES TO CEILING FAN LOCATION5 FLOOR COVERINGS TO BE
AND PROVIDE SUPPORT AT CEILING FOR SELECTED AND APPROVED BY
FAN. OWNERS BASED ON
ALL SMOKE DETECTORS TO BE WIRED TO CONTRACTOR PROVIDED
50UND WHEN ANY OTHER SMOKE ALLOWANCES.
DETECTOR 15 ACTIVATED.
HVAC SYSTEM REQU I REM ENTS TO
ELECTRICAL LAYOUT PROVIDED FOR BE DETERMINED BY OTHERS.
PLANNING PURP05E5 ONLY. CONTRACTOR
TO VERIFY SELECTION AND PLACEMENT OF STRUCTURAL SYSTEMS
ALL ELECTRICAL EQUIPMENT. REQUIREMENTS TO BE DESIGNED
PROVIDE GFI CIRCUITS AT ALL OUTLETS AT *- DETERMINED BY OTHERS.
WET OR DAMP AREAS. DESIGNER ASSUMES NO LIABILITY
METER BASE LOCATION TO BE DETERMINED FOR ERRORS OR OMISSIONS IN
BY LOCAL ELECTRICAL AUTHORITY. BUILDING PLANS. CONTRACTOR TO
VERIFY HEIGHT OF ALL WALL MOUNTED VERIFY THAT SCOPE OF WORK
pRMDE GFC1 AND ARC LIGHT FIXTURES. MEETS ALL APPLICABLE CODES
FAULT PROTECTION AS PRIOR TO COMMENCEMENT OF
REQUIRED BY CODE WORK.
w
ELECTRICAL FIXTURE LEGEND
0
i WALL MOUNTED LIGHT
wr
\\\ R D I i
� CEILING LIGHT
roof line below � � /�--�—��` —,�.� I i
i
RECESSED LIGHT
\ - ------------
� ( ADJU5TABLE RECE55ED
R I
LIGHT "EYEBALL"
\ ' f
\ 7r-
FLOOD LIGHT
i
/ DUPLEX RECEPTACLE
5WITCHED DUPLEX RECEPTACLE
\ L I I GFI GROUND FAULT INTERRUPT
— fi -------------®
`` � I AFP ARC FAULT PROTECTION
5 TOGGLE SWITCH
tankle5r r>"' 53 3 WAY TOGGLE SWITCH
heatei
CABLE TELEVISION OUTLET
D� TELEPHONE/ INTERNET/ DATA
WP WATER PROOF FIXTURE No. Revision/Issue Date
® I FIM] EXHAU5T FAN
General Contractor
I O SMOKE DETECTOR
Q WALL MOUNTED LIGHT
— — — UNDER COUNTER LIGHT
3
O
- ® SPECIAL ELECTRICAL CONNECTION
o i i LV LOW VOLTAGE
u 3
0
o
ILL--------
I °o L own
•
" Firm Name and Address
JOHN ROWAN DESIGN, INC.
1 5 1 SAWGRASS CORNERS
{ � E,XI5TI WIRING
UNIT # 101
\ PONTE VEDRA BEACH FL
fIXTUR.-5 TO REMAIN
(904) 759-7087
Project Name and Address
HAMANN RENOVATIONS
i \ \ 4G2 INLAND WAY
ATL. BCH . , FL 32233
roof ISECOND FLO
m below / \ \ O R
/ \ / \ roof line below ELECTRICAL PLAN
/ \ / THIS DRAWtNQ 1 NOT REOUp= Project Sheet
A P -
/ S ART OF THE"M 2 015 0004
DOCUMENTS PEFBC-
roof line below � / \ THEREFORE IT IS NOT °ate
REVIEWEQ
/ \ FOR CODE COMPLIANCE
0 � 122120IG - 1 2
Scale
1 /4 = 1 '-0" Of 13 SHEETS
5 ECO N D f LOO R E LECTRI CAL F LAN
SCALE 1/4 = 1 '-0" �'
k
G4'-1 1 112'
I'-1 1 1/20 I'-1 1 112"
22'-9' '-2 3/4" LO 7'-2 12' 12f-I 1/40, 3'-7 1120 5'-0 1/40 3'-7' 14'-G 1/4"
General Notes
FIELD VERIFY EXISTING PITCH AND
MATCH NEW ROOF PLANE5. EXISTING
PITCH HA5 NOT BEEN VERIFIED BY VERIFY ALL DIMENSIONS AND
DESIGNER. 12 CONDITIONS.
�+�g'�` Dimensions may vary slightly due to field
30 year architectural
7 modifications and adjustments. ALL DIMENSIONS ARE MEASURED
�a
fiberglass shingles over TO FACE OF BLOCK, FACE OF
30 Ib. felt Jconventional framing FRAMING MEMBERS - U N LESS
per structural sheets , ----------- \ \ OTHERWISE NOTED.
roof sheathing per structural ve ation baffle
sheets wrath 30 Ib. felt over �
ALL NEW PL MBI
U NG FIXTURES,
R-30 fiber lass batt
or blown insulation — — — — — — — CABINETRY, APPLIANCES AND
FLOOR COVERINGS TO BE
CM 5/8" standard gypsum board or first story walls below I
SELECTED AND APPROVED BY
I/2" gypsum ceiling board — — — I u OWN ERS BASED ON
---------------- I CONTRACTOR PROVIDED
II (2) 2"xG" syp#2 top plate per V '
b r`� ' ALLOWANCES.
p � �j structural sheets — — — — — — —_ __— — — — —__—__—__—__—__—_________________ ___ %�__—__�__—_ — — — — — � —__�__� i
1x2 PT drip board i
over I"x 8' PT facia ma I i ---- ----------- - --- i second story walls below J HVAC SYSTEM REQ U I REM ENTS TO
(match existing) exi rng connection from top plate to wood I first story walls below I I i J BE DETERMINED BY OTH ERS.
truss per fastener schedule l i sl e i
i l i
slope slope
3/8" plywood sofi
STRUCTURAL SYSTEMS
w/vent holes
(match existing)
REQUIREMENTS TO BE DESIGNED
M ; I DETERMINED BY OTHERS.
G"freize in I I f
(match existing) l i l i l DESIGNER ASSUMES NO LIABILITY
4.1
FOR ERRORS OR OMISSIONS IN
87
I _ I I BUILDING PLANS. CONTRACTOR TO
R-19 fiberglass insulation VERIFY THAT SCOPE OF WORK
on I
2 I MEETS ALL APPLICABLE CODES
stucco over wood framed walls I i I i 7 i I PRIOR TO COMMENCEMENT OF
per structural sheets I { I I
(match existing) WORK.
iJ
li J1 iJ
i cricket------------------
J J i second story walls bel —
/2" gypsum wall board I I I hi6
slope ndge slope
3/4" plywood sub-floor pe r structural sheets
I { ndge
s 10A -
d' �-
m u
N RL
in
continuous gravity path per STRUCTURAL FLOOR SYSTEM
structural sheetsi
(per structural sheets) in
second story walls+"
--------------------------
C
I I ° N I
5/8" standard gypsum board or ( i ( tlM
112" gm ypsuceding board { -
(2) 2"xG" syp#2 top plate per I { t u
v M
4.3
structural sheets I { -
I
I
second story walls below
��� � I { No. Revision/Issue Date
I I --------- ( `�� i r`
pI `---- p ------ —f ( ----- N ------ �% ' I General Contractor
�%
0
{ first story walls below
-- ---------------------------
-�)
— —
I � _T' 7T__ — — — porch beams below
,-R-19 fiberglass batt
insulation I J 0 II I I II
JI C I fl -
stucco over wood framed walls
per structural sheets — —
— JI I I IJ
(match existing)
I/2" gypsum wall board
I porch beams below i i
Firm Name and Address
4' concrete slab on compact.151d fip
— — — — — — HN ROWAN DESIGN, INC.
with .00G mil vapor barrier,dal to be
treated with cheer i"I to eta ba„er 15 I SAWGRASS CORNERS
UNIT # 101
23'-4 1/4' I ' 14'-2' 14'-5 1/4" PONTE VEDRA BEACH, FL
. s . . (904) 759-7087
grade - - —_ I I=�I—III=1 I I=1 I Ii 11=1 I I=1!!_!' — 11 1 I�1►=I =�--III=
__ 17777M I I-III-1 I I-1 i I I 1 8" CMU stem wall (snout au ceps)=i I 1 I I I =1 I-1 I = Roof Notes:
=1 I 1=1 I 1—!_: _ Ia I , I . All measurements are from exterior walls.
=1 I 1=I!I=1 I I= 111 I I 2. Facia to be plumb cut (match existing). Project Name and Address
— I (—I I—I I; `I —�I I—I I E— ! —!, ) - I I 3. Overhangs measured from the exterior stud h AM AN N RE N O VAT I O N S
I_I _III—i 1 I—_I ;III—I I !�! I I-1 1 I I wall.
11 i I I —I IIIIIII—III—I I—I I— I I—III—III— I I=III—III—III —III I I I I—I I _1 4. Sheathing per structural sheets. SCAL)= 114 = I '-O" 4 G 2 INLAND WAY
11—i I —I 11—I i 1—I I I- -I I I F=l I I
III=I I I�I I -=1 I (—�1=III=III=I�� III I� I=�-�-- 5. Roofing materials vary, See plans for ROOF PLAN PROVIDED FOR GEOMETRIC PLANNING
_ _ _ _ _ _ PURP05E5 ONLY. SEE STRUCTURAL 5HEET5 FOR ATL. BCH . , FL 32233
I=III=1 I — 1= I FE F=1 11--I I I—I I I —I I I I! 1= details.
I ' � � I' �I I +�— ' G. Roof itch is 7/12 (match exlstln STRUCTURAL DETAILS AND REQUIREMENTS. ANY
1 , —I ( _�— I — — It 4—4 j��� 1 I concr =III - p 9) REFERENCE ON THIS PLAN TO STRUCTURAL ELEMENTS
I=I I =!_ _ _— I I=I I ADDITION ARE FOR PLANNING PURPOSES ONLY; STRUCTURAL
I I I _ I y III—III—I I I—I I Pia'structural I
—
_ , SHEETS TAKE PRECEDENCE.
ROOF PLAN
.� 1 I— =1 11= I 11=
1 1=1
first story roof
! I; Prot Sheet
A I F I
second story roof 2 0 ' 5-000
V-t% CATIONS
TYPICAL TWO STORY WALL SECTION Date3
0 1 /22/201 G A_
SCALE 3/4" = I 1-011 Typical wall section provided for non structural
Scale
details only. See structural sheets for struchrral 1 411 1-011 OF 135 HEETS
details and requirements. Any reference on this
section to structural ckmmmts are for plating
purposes only, structural sheets take precedence.
IL
b ��
H
O
i
DUVAL COUNTY RESIDENTIAL COVER SHEET
I
. STRUCTURAL ENGINEERING 1.0 GENERAL NOTES Z
0
A. It is the intent of the Engineer of Record that his work be In conformance with all requirements of the authorities having jurisdiction oir this type of construction 1=
and occupancy. All contractors are responsible for the means and methods of constructing and shall do their work in conformance with all Applicable codes and IZ
regulations.
B. The contractor shall verify all conditions and dimensions at the job site prior to commencing work.
C. Contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slob depressions, 'nd pitches as maybe required LJ
to attach and accommodate other work.
D. These documents, as instruments of service, are the property of the Engineer of Record and may not be used or reproduced without expressed written consent by the
Engineer of Record.
DESIGN SPECIFICATIONS STRUCTURE HEIGHT & N O. O F STORIES E. All details shall be in accordance with instructions from manufacturer or designer. W �- NLo
F. The owner shalt provide contractor with a soil investigation report and analysis. Ail requirements for site preparation and soil compaction specified in the soil report X
• DESIGN CODES: shall be followed unless additional more stringent requirements are specified. Notify Engineer of Record if foundation conditions encounteredtdtffer from soil exploration 2014 FLORIDA BUILDING CODE (FBC) - RESIDENTIAL, ASCE 7-10, 2405 MAXIMUM HEIGHT OF STRUCTURE (FT) 428. 0 information made available to the contractor.
G. It is the contractor's sole responsibility to determine erection procedure and sequence to ensure the safety of the building and its component parts during erection.
NDS, ACI, ATIC, AWPA, APA, ICC 600-08 NUMBER OF STORIES 2 H. Contractors shall be responsible for all temporary bracing that is required during construction to keep structure safe and plumb until the entire structure is in place. c
Bracing shown on structural plans is for completed structure only. Z
• OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE- AND TWO-FAMILY DWELLINGS) 1. Design is void after one year from original date. uj 4
J. Do not scale. Use dimensions from architectural plan. tjj �j FW- gi
DESIGN LOADS: K. Submittals for this project are reviewed only for general conformance with the design concept and general compliance with the informatiAn given in the Contract z �j _
• Documents. It shall not include review of quantities, dimensions, weights or gauges, fabrication processes, construction methods, coordination of the work with other Z m co
ui 800 LL ~
ROOF TRUSS: trades, or construction safety precautions, all of which are the sole responsibility of the Contractor. Review of a specific item shall not indicate acceptance of an N 6 U
assembly of which the item is a component. The Engineer shall not be responsible for any deviations from the Contract Documents not clearly noted by the Contractor. O
LL 20 PSF TOP CHORD o o
2.0 MATERIAL SPECIFICATIONS
LL 0 PSF BOTTOM CHORD TYPE OF CONSTRUCTION co Z in S a
CAST-IN-PLACE CONCRETE: shall have a minimum design compressive strength (f c) of 2500 psi at 28 days unless noted otherwise. All footings shall have a minimum Q YQ
design compressive strength of 2500 psi at 28 days. All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing N Q LLU.
O
DL 7 PSF TOP CHORD • TYPE V-B and placing, curing, and testing shall be done in accordance with the requirements and application of ACI 301-05, " Specifications for Structural Concrete for Buildings". V N
DL 5 PSF BOTTOM CHORD CONCRETE MASONRY UNITS: shall be hollow unit masonry In accordance with ASTM C 90-08 "Hollow Load-Beoring Concrete Masonry`Naits"-;and shall have a minimum net D
UNPROTECTED area compressive strength of 2000 psi when using Type M or S mortar (ASTM C 270-08). In accordance with ACI 530-08 "Building Code Ft6quirement3 and Specification J
ROOF CONVENTIONAL FRAMING: for Masonry Structures", the 2000 psi block in combination with Type M or S mortar provides a design compressive strength (f'm) of 1500 psi.
LL 20 PSF RAFTERS UNSPRINKLERED GROUT: shall be in accordance with ASTM C 476-08 and shall have a maximum coarse aggregate size of 3/8" placed at an 8" to 11" slump and have a minimum
•
LL 20 PSF CEILING JOISTS specified compressive strength of 2500 psi at 28 days when tested in accordance with ASTM C 1019-09.
REINFORCING STEEL: shall be in accordance with ASTM A615-08 minimum Grade 40, and conforming to ACI 301-05, AGI 315 ("Manual of Concrete Practice"), ACI 318-08
DL 10 PSF RAFTERS ("Building Code Requirements for Structural Concrete'), and CRSI Manual of Standard Practice, 2009. ���, •.•''��•'••'•••�
DL 10 PSF CEILING JOISTS STRUCTURAL STEEL: ASTM A36-08 and conform to AISC "Specifications for Design, Fabrication, and Erection of Structural Steel for Buildings".
STRUCTURAL PIPE AND STRUCTURAL TUBING: shall be ASTM A500-07 (Grade B). = ,J � •
WELDED WIRE FABRIC (WWF): shall be ASTM A185-07. CID �•.25-
DL 30 PSF ATTICS WITH STORAGE ANCHOR BOLTS AND THREADED RODS: shalt be in accordance with ASTM A 307-07 or ASTM F 1554-07 Grade 36.
DL 10 PSF ATTICS W/O STORAGE ��
WASHERS: shall be In accordance with ASTM F 436-09 Grade 36.
1.00
7
NUTS: shall be in accordance with ASTM A 563 Grade A Hex. i to: �"�n ;•
FLOORS: ANCHORING ADHESIVE: shall be one of the following products (DUAL CARTRIDGE INSTALLATION ONLY): �r41 6, •••'
LL 40 PSF TOP CHORD Simpson Strong-Tie Co., Product: Epoxy-Tie SET �i •.•••
LL 0 PSF BOTTOM CHORD Simpson Strong-Tie Co., Product: Acrylic-Tle AT Q ;�U_
METAL CONNECTORS: All metal connectors which are exposed to moisture shall be galvanized (ASTM A 153-05), Z-MAX, or stainless steel.
DL 10 PSF TOP CHORD
2.23 wooD
DL 5 PSF BOTTOM CHORD A. All wood members exposed to weather or in contact with masonry, concrete, or soil shall be pressure-treated.
B. Ail framing anchors and connectors shall be Simpson or equal.
FLOOD ZONE: X C. All prefabricated structural trusses shall be certified by the truss manufacturer's registered engineer.
2.2324 FASTENINGS
All framing anchors and connectors shall be manufactured by Simpson or equal unless otherwise noted. All metal connections and fabrications shall comply with AISC
specifications.
Nail fasteners shall be common nails UNO.
2.2307.1 SILLS ON CONCRETE V)
Where sills on concrete are used, typical anchor bolts shall have a minimum diameter of 1/2" w/ 3x3x3/16 minimum washer and a minimum embedment of 7" in concrete. L1J
Anchor bolts are required at the following locations:
A minimum of (1) anchor bolt shall be provided within 6 to 12 inches of each end of each plate and a minimum of (2) anchor bolts per plate. O
Anchor bolts shall be located within 12" of corners and openings & at maximum spacings of 24" oc.
2.2307.6 SUBFLOORS z
Where subflooring is indicated In these plans use 3/4" T&G plywood glued with a construction adhesive and fastened per FBC - Residential Chapter 5.
WIND ZONE INFORMATION COMPONENTS & CLADDING PRESSURES J
3.0 CONSTRUCTION SPECIFICATIONS Q
3.18 FOOTINGS AND FOUNDATIONS _ Q�
A. Footings and Foundations shall be in accordance with FBC - Residential Chapter 4. This design has been completed in accordance with p4�4'tlnent standards and Ld
"'° accepted engineering design procedures, and is based on the best available information at the time of completion. The design is intended tb minimize differential
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN �QC�4RDANGE WITH -•
> movement resulting from the heaving of expansive soils or settling of subsurface soils. It must be recognized that foundation components wiry undergo movement. Any z
Al -T�s^ THE REQUIREMENTS OF 609 OF THE 2010 subsequent owners shall be appraised of the soil condition and advised to maintain good practices in the future with regard to surface and-subsurface drainage, framing W
EDITION OF THE FLORIDA BUILDING CODE WIND ZONE INFORM TION FBC 2014 of partitions above floor slabs, finish work above floor slabs, etc. t 0
B. Footings shall bear upon undisturbed soil or upon soil compacted to a minimum of 95% of Modified Proctor Maximum Dry Density for a depth of at least (2) feet � Q
THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION below footing. J
COMPONENTS & CLAD ING PRESSURES C. Fill under concrete slabs shall be clean, free of debris and other deleterious materials. Fill shall be compacted,to=-va brn nimum of 95% of,Modified Proctor Maximum
PSF Dry Density (ASTM D1557-07). m
D. Fill shalt be treated with termite protection before slab is placed or Borate applied to wood framing above slab. bi z
SIZE INTERIOR ZON S END ZONES E. A concrete slab-on-grade used in conjunction with the exterior stemwall foundation, shall have minimum 6x6 W1.4xW1.4 welded wire fabric (WWF) or fiber reinforcement L i 0
• BUILDING: ENCLOSED STRUCTURE + - + - in the slab and the slab shall be keyed into or tied Into the foundation. _ co
F. The top of a monolithic slob-on-grade shall be at least 8 inches above finished grade. The slab shall have minimum 6x6 W1.4xW1.4 WWF at mid-height or synthetic LTJ
0-20 sf 59.9 65.0 59.9 80.2 fiber reinforcement. A double layer of WWF 3 feet wide shall be provided around the perimeter of the slab for no synthetic fiber reinforcement. Q
• ULTIMATE DESIGN WIND SPEED (MPH - Vult) 130 21-50 sf 53.6 58.7 53.6 67.7 G. Vapor barrier shall consist of minimum 6 mil. polyethylene. 1, Of Q
H. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. Contractor shall report any differing IBJ Q
51-100sf 50.9 56.0 50.9 62.3 conditions to the Engineer of Record prior to commencing work.
NOMINAL DESIGN WIND SPEED (MPH - Vasd) 110 3.19 CONCRETE
> 100 sf 46.7 51.0 46.7 53.7 O
I A. Concrete and Steel Reinforcement shall be in accordance with FBC-Building Chapter 19. U �
• BUILDING RISK CATEGORY
Minimum concrete cover shall be as follows:
Concrete cast against and permanently exposed to earth 3"
• WIND EXPOSURE CATEGORY C Concrete exposed to earth or weather: #6 - X118 bars 2", #5 bars or smaller 11/2"
Q DIMENSION OF END ZONE IN FT. 4.0 Concrete not exposed to weather or earth: primary reinforcement for beams and columns 1 1/2"
• INTERNAL PRESSURE COEFFICIENT GCpi {-F -) 0. 1 U END ZONE IS LOCATED A BUILDING CORNERS B. All continuous reinforcing steel In beams, columns, and footings shall be lapped a minimum of 36 bar diameters or 25", whichever is greater.
C. Horizontal beam and footing bars shall be bent 25" around corners or corner bars with a minimum 25" lap (UNO).
3.21 MASONRY
1. Masonry construction shall be in accordance with FBC-Building Chapter 21 and in accordance with the Specifications for Masonry Structures ACI 530.1-08. ACI limits
the grout lift height to 12 ft and requires a 1-hour initial set time between lifts.
2. For masonry construction, provide pre-cast concrete lintels over all openings (UNO). Lintels shall be of sufficient size and reinforcement for the given span loading
conditions.
3.2308 VERTICAL FRAMING WOOD
Use 2x studs for all exterior and interior walls U.N.O. in these plans. Space studs O 16" o.c. at all exterior, interior bearing walls, interior shar walls, and 016" o.c. at w
all interior non-bearingwalls.
Use SPF #2 (or bettetop plates and PT SPF #2 (or better) sill plates.
Wall sheathing shall be min 7/16" APA rated sheathing. U Q
.2.1 INTERIOR SHEARWALL SHEATHING Z 0
GENERAL: 1.1J 0:�
EDGE NAILING is required at the bottom and side edges of the sheathing. Q 0
RATED SHEATHING:
Where interior shearwall indicated, underly with 7 16" Rated Sheathing fastened with 8d nails. Unless noted as above, " V--
y / g space nails O 6 o.c. edges, and 12 o.c. r^
intermediate. V!� � _
3.2319 ROOF AND CEILING FRAMING Q U
1. Roof and Ceiling Framing shall be in accordance with FBC - Residential Chapter 8. Prefabricated structural trusses shall comply with NFRA National Design ? Q
Specifications for Wood Construction, TPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC. All prefabricated wood trues shall be fastened to I J
their supporting walls or beams with hurricane ties or anchors.
2. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at end reactions of all girder trusses. Z M
3. The contractor shall approve fabrication and installation drawings showing size, shape, and layout. Z
3.2322 ROOF SHEATHING Q _J
Use 7/16" (specific grovity>0.49 (Douglas-Fir, Southern Pine)) Rated Structural Sheathing (or 4-ply 15/32" CDX Tile Roofs) with fastening schedule as follows: Z Z
Use 8d ringshank nails O 6" o.c. edges and 12" o.c. field interior zone; uno. - Q
Use 8d ringshank nails O 6" o.c. edges and 6" o.c. field perimeter zone within 4 feet of roof edges & either side roof peak; QC\J
Use 8d ringshank nails O 4" o.c. edges and 4" o.c. field at gable ends. CU
3.2313.4 GABLE ENDWALLS _ Q
Provide platform framing in attic or balloon frame wall studs at all gable ends.
DRAWN IY
AOB
DATE
4/12/2016
SCALE
AS NOTED
DESIGNED BY
D VL
JOB NO.
160411
9
SHEET No.
S 1 of 5
�O
A�
C7
EXISTING STRUCTURE NOTES:
1. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS.
O
i=
2. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY Il
SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT
THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. uvi
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3. THE DESIGN ADEQUACY AND SAFETY OF ABOVE IT SOLE RESPONSIBILITY OF THE _ 0
CONTRACTOR.
/ \ W N I'') d' >n
LEGEND:
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WALL TO BE REMOVED \ \
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BALCONY TO BE REMOVED \
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DRAWN BY
AOB
DATE
4/12/2016
SCALE
AS NOTED
DESIGNED BY
DVL
JOB NO.
160411
�O
�� SHEET No.
20F
NEW FOOTING 4" CONCRETE SLAB WITH Q
/— 6 X 6 10 10 W.W.M. OR
/ \ CONN. TO EXISTIN FIBERMESH ON 6 MIL. VISQUENE
/ \ SEE DETAIL 4/S5 1 OVER CLEAN, WELL COMPACTED,
TERMITE TREATED FILL. 3
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STRUCTURAL PLAN NOTES: I �� ___ — -
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THREADED ROD UPLIFT SYSTEM I mr
" I " MINIMUM. I I (� L �'� S5 I FI
1. USE Y2 DIA THREADED ROD EPDXIED 7 ( L
THREADED ROD SHALL BE A36 STEEL W/ MINIMUM 2x2x3/16 I �'°` • • • ZD
WASHER & NUT AT TOP PLATE. THREADED RODS SHALL BE L _. — — — — — , �� o a (2) 2x10 -1/2 \ • 0
INSTALLED AT THE FOLLOWING LOCATIONS: ice I a
A. 8" ADJACENT TO EACH CORNER I e L G�
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C. BEARING WALLS AS SHOWN I SEE DETAIL 4/S5 (2) 1.75x16.0 LVL �'°` 0
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2. SHEARWALLS. APA RATED 3(6" MINIMUM STRUCTURAL D e • N I
PANELS INSTALLED W/ 8d NAILS 0 8" o/c FIELD & 6" O/c I I ( B IN > N d- Ln
EDGES. — — -- — ( TU NEW WALL TO EXISTING
2. SHEARWALLS. HOLD-DOWNS AT SHEARWALL ENDS SHALL BE /cc,44
I ( — SEE DETAIL 5/S5
AS FOLLOWS:
A. (1) " THREADED RODSXI STI N G / I — — T�B RI z
B. (2) MSTA36 TO FLOOR SYSTEM BELOW ® 2ND FLOOR
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FOUNDATION PLAN NOTES: 1!;74 :o < o
1. REFER TO FLOOR PLAN FOR ANY ADDITIONAL WALL 110EXI STI N G /\ w w ul
LOCATIONS AND DIMENSIONS. — HOUSE O o �Z N a =
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2. REFER TO SHEET S3 FOR FOUNDATION SECTIONS AND Q Y
DETAILS. N 4ud
3. 4" CONCRETE SLAB W/ 6x6 W1.4xW1.4 WWM OR FIBERMESH 2 x P 2 .7 16 L
OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL - 30#4 FOT E A
TERMITE TREATED.
RI ( B IN
4 ANCHOR BOLT w/ 2x2x3/16" PLATE WASHERS TU
AT THE FOU LOWING OCATIONS:
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5. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IMMEDIATELY �� •'K••••••••``••/ ��
IN WRITING IF DISCREPANCIES FOUND BETWEEN FIELD O
CONDITIONS AND ENGINEERING PLAN.
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{2) ROWS 16d ® (3) ROWS 16d ® N A L rzl
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12" o/c EA SIDE 12" o/c EA SIDE O Z
J(2) 2x6 -1/2 " I o \
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2 NO. OF KING STUDS EA SIDE OPENING
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2 ROWS 1/4x3-1/2* LL_
SDS SREWS 0 12" o/c _
SW _ EA SIDE / •
LEGEND
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SHEARWALL SEGMENT 4-PLY BEAM
THREADED ROD " • BUILT—UP BEAM DETAIL I
2O USED UNO. L�
EXISTING \
THREADED ROD NOTE: HOUSE
1-1
1. THREADED RODS SHALL BE WITHIN 3" OF BUILDINGo
CORNER AND LOCATED ON LAPPED PLATE SIDE ONLY. 000 `"i
BUILT-UP COLUMN NOTES: C) Q
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WALL HEIGHTS FOR: STUD COLUMNS,
NJACK TO ECTION FOR °
1. TYPICAL `� W O
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130 MPH (Vult), ENCLOSED KING STUD ASSEMBLIES, � ° 2x4 MEMBERS: L
BRITTLE FINISHES L/240 CORNER POSTS. (1) ROW OF 10d
STUD SPACING GRADE / SPECIES MAX HEIGHTY NAILS ® 6" O.C.
2x4 16" o.c. #2 SPF W-1 1/819 2. CONNECTION REQUIRED ° STAGGERED uj Q =
FOR EVERY PLY IN ADDITION �/ C)
2x4 12" o.c. #2 SPF 10'-1 1/8" TO 2-PLYS. ° 2x6 MEMBERS: 3: Q
2x6 16" o.c. #2 SPF 13'-7 1/8" (1) ROW OF 10d Ld
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STUD SPACING GRADE / SPECIES MAX HEIGHT STAGGERED N _J
2x4 16" o.c. #2 SPF 10'-1 1/8- °
" o.c. 2 SPF 11' 8"-1 1
2x4 12 /
2x6 16" o.c. #2 SPF 16'-1 1/8" 20 SYP2 OR 2x6 SYP2
2x6 16" o.c. #2 SYP 17'-7 1/8- DRAWN BY
2x8 16" o.c. #2 SYP 23'-1 1/8- AOB
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2x10 16" o.c. #2 SYP 26'-1 1/8" BUILT—UP COLUMN DETAIL PARTIAL FLOOR JOIST FRAMING PLAN
DATE
4/12/2016
SCALE
AS NOTED
DESIGNED BY
D VL
JOB NO.
Caj(� 160411
SHEET No.
S3�� OF 5
1
F-
Q
FRAMING PLAN NOTES:
THREADED ROD UPLIFT SYSTEM
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1. USE Y2" DIA THREADED ROD EPDXIED 7" MINIMUM.
THREADED ROD SHALL BE A36 STEEL W/ MINIMUM 2x2x3/16"
WASHER & NUT AT TOP PLATE. THREADED RODS SHALL BE
INSTALLED AT THE FOLLOWING LOCATIONS:
A. 8" ADJACENT TO EACH CORNER
B. 12" EACH SIDE OF WALL OPENINGS
C. BEARING WALLS AS SHOWN
2. SHEARWALLS. APA RATED 7As" MINIMUM STRUCTURAL
PANELS INSTALLED W/ 8d NAILS 0 8 o/c FIELD & 6 o/c w
EDGES.
2. SHEARWALLS. HOLD-DOWNS AT SHEARWALL ENDS SHALL BE
AS FOLLOWS:
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CONVENTIONAL ROOF NOTES: �j
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NEW WALL TO EXISTING
1. ALL MATERIAL TO BE #2 SYP LINO. SEE DETAIL 5/S5 0 0 �
2. ALL RAFTERS 2x8 #2 SYP 0 24 too.c., UNO. FASTEN / / /
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PATE UNO.
w/(2)H2.5A TO L
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3. ALL RIDGE, HIP RIDGE, VALLEY (2)2x10 SYP2 UNO. ` _ + _ _ _ _ _ _ _
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4. (5) 0.131x3" TOENAILS 0 RAFTERS TO RIDGE / HIP •
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5. 8 0.131x3 TOENAILS 0 HIP RIDGE / VALLEY L_
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6. 1 MTS12 STRAP 0 HIP RIDGE / VALLEY TO
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PLATE UNO. Z'; •
7. 4 0.131x3" TOENAILS RAFTER TO PLATE. 1
O CEILING BEAM CONN. Ire • •� � • •�,
8. ROOF SHEATHING SHALL BE 7/16" RATED PLYWOOD SEE DETAIL 12/S5
SHEATHING MIN. USE 8d NAILS 0 4" o.c. EDGES & 6" o.c. 01 01
FIELD. GABLE ENDS SHALL BE 4 o.c. W/ 8d NAILS LINO.
9. COLLAR BEAMS 2x8 MIN, SHALL BE INSTALLED W/ I T
R 0 E
THE UPPER THIRD OF THE ROOF HEIGHT TO EVERY RAFTER AI
B UI R R ® Q I
w/ VE A R
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ADER BEAM CALL-OUT LEGEND 2 ROWS 16d 0 (3) ROWS 16d 0
� J �
( � 12 o/c EA SIDE LL
12" o/c EA SIDE uj
WHERE:
O �
(2) NUMBER OF PLIES IN HEADER I _
2x6 SIZE OF HEADER MATERIAL
1 NO. OF JACK STUDS EA SIDE OPENING U 0
2 N0. OF KING STUDS EA SIDE OPENING 2-PLY BEAM 3-PLY BEAM w O
2 ROWS 1 4x3-1/2" N PA TIAL SEC FLOOR FRAMING PLAN CONVENTIONAL ROOF FRAMING PLAN
O /
SDS SREWS 0 12" o/c X91= '—0" y4��_ — ��
SW EA SIDE
LEGEND
SHEARWALL SEGMENT 4-PLY BEAM
THREADED RODy2"O USED UNO. • BUILT—UP BEAM DETAIL
TREADED ROD NOTE:
1. THREADED RODS SHALL BE WITHIN 3" OF BUILDING
CORNER AND LOCATED ON LAPPED PLATE SIDE ONLY.
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QUILT-UP COLUMN NOTES: •
W 0
1. TYPICAL CONNECTION FOR o N
WALL HEIGHTS FOR: STUD COLUMNS, JACK TO
130 MPH (Vult), ENCLOSED KING STUD ASSEMBLIES, & 2x4 MEMBERS:
BRITTLE FINISHES L/240 CORNER POSTS. (1) ROW OF 10d
NAILS 0 6" O.C. w Q U
STUD SPACING GRADE / SPECIES MAX HEIGHT 2. CONNECTION REQUIRED ° STAGGERED
2x4 16" o.c. #2 SPF 9'-1 1/8" FOR EVERY PLY IN ADDITION �R Lli
Q
2x4 12" o.c. #2 SPF 10'-1 1/8" TO 2-PLYS. 2x6 MEMBERS:
2x6 16" o.c. #2 SPF 13'-7 1/8" (1) ROW OF 1 O z m
0
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2x6 16 o.c. #2
" SYP 14'-7 1/8- o NAILS 0 4" O.C. Q U 2x8 16" o.c. #2 SYP 20'-7" STAGGERED
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2x10 16" O.C. #2 SYP 23'-0" ° Z
2x8 MEMBERS: Q
FLEXIBLE FINISHES L/120 0 ROW
NA
NAILS ® 3 3"" O.C.
N -i
STUD SPACING GRADE / SPECIES MAX HEIGHT STAGGERED
S o
2x4 16 o.c. #2 SPF 10'-1 1/8"
2x4 12" o.c. #2 SPF 11'-1 1/8-
16" o.c. 2 SPF 16'-1 1/8" 2x4 SYP2 OR 2x6 SYP2 DRAAOB
WN BY
2x6 #
2x6 16" o.c. #2 SYP 17'-7 1/8"
2x8 16" o.c. #2 SYP 23'-1 1/e" DATE
BUILT—UP COLUMN DETAIL
2x10 16" o.c. #2 SYP 26'-1 1/8"
4/12/2016
SCALE
AS NOTED
DESIGNED BY
DVL
��► JOB NO.
160411
SHEET No.
N
J' S40F 5
2x_ PT PLATE W/ PROVIDE A LARGE ENOUGH
0
Y2"x10" ANCHOR BOLT SLAB OPENING TO RECESS
OR THREADED ROD PER THE COLUMN BASEPLATE, EXISTING NEW o
STRUCTURAL PLAN COMPACT THE SOIL BENEATH WALL WALL
THE FOOTING AND PROPERLY Y2"O A307 THREADED DRILL
SLAB ON PLACE THE CONCRETE. & EPDXY, 61/4" EMBED INTO
GRADE, MONOLITHIC SLAB FOOTING * SEE GENERAL NOTES
\/ SEE PLAN. ATTACHED TO HOLDDOWN �� FOR EPDXY SPECIFICATIONS.
GROUT ALL -/\ VAPOR BARRIER AT DRILL AND EPDXY #4 x 20 w/ 4 APPLY IN ACCORDANCE WITH
V) z CELLS SOLI \� \/� NEW BUILT—UP NEW BEAM ABOVE. EMBEDMENT ® 24" O.C. (MAX) MANUF. PRINTED INSTRUCTIONS
/ \ WOOD POST, z
8 CHAIR BLOCK W/ SEE PLAN. EXISTING SLAB SLAB ON
0 00 \`-�(1) #4 CONTINUOUS --`—, >4. X : GRADE, CL
LO
SEE PLAN. T/FTG. EL.
8"x8"x16" CMU BLOCK W/
X /\/� 4 EXISTING SLAB MATCH X o
/ /01 \ (1) #4 IN GROUTED CELL ® a a ; AND F UNDATIO SEE GEN. NOTES FOR EPDXY EXISTING <
48" o/c w/ STANDARD HOOK °
\/�\� & 25" MIN LAP W WALL .4 AJA
.• 'a O REMAIN. SPECIFICATIONS. APPLY IN w
/0 \� REINFORCEMENT STRICT ACCORDANCE WITH
/ / /\ MANUF. INSTRUCTIONS.
ADD
* 2 ' " CONT. BOTT. REINF.
( ) #4x2 -0 (SEE FTG. DETAILS)
SIMPSON HTT4 CTR'D DRILL & EPDXY
/\\\ • \\�� (2) #4 CONT FOR t=10 ; GROUT (6" MIN.) INTO
b=20 (1—STORY WALL) Al CONCRETE FOOTING EXISTING FTG. z
#3 0 48 0.c 0 (3) #4 CONT FOR t=12 ; SEE PLAN.
b=24" 2—STORY WALL A2 w N
ROD CHAIRS (TYP.) ( ) w ~
Z r vZ
z J � Fo
EXTERIOR STEMWALL FOOTING 2 SECTI ON 3 NEW SLAB INTERSECTION W EXITING 4 EXISTING FOOTING CONNECTION W CO -j a
1 ff f ff rw -jwwi
3 ff f f, ff ff
S5 SCALE: 3/4 = 1 -0 \,NL5SCALE: /4 = 1 -0 4 SCALE: 3/4 = 1 -0 \,,,.25 SCALE: 3/4" =1'-0" 0 z finm
SW °� � c�i 0U. .
. vN � t'- o
2x4 SYP#2 P.T APA OR TECO RATED SHEATHING FASTENED THREADED-RdD PER J
TOP PLATE FASTEN TO FRAMING PER SHEARWALL TABLE STRUCTURAL PLA
TO EXISTING BEAM EXISTING HEADER (BLOCK ALL PANEL EDGES)
HEADER SIZE PER
w 4x6 LAG TO REMAIN.
SCREWS ® 12 O.C. . ►I
EXISTING TIMBER I STRUCTURAL PLAN ,�.,,.•�.,�
FRAMED WALL PER PLAN
NEW 2x4 SPF#2
2x6 SYP#2 P.T 0 16" O.C. TO HEADAR KA GENDTUD
SILL PLATE ATTACH _ I� E E w gyp.
IN FILL WALL SHEARWALL ATTACHMENT (CUP) METHOD. AND EACH PLY k ..�
TO 6" FOUNDATION
x/16" OSB WALL 8d COMMON NAILS F % J
NEW STUD w/Y4 x6 TITEN HD FASTEN ADJACENT KINGS = �•
WALL FRAMING ® 24 O.C. " AND JACKS W •.
PERPENDICULAR TO SW 3" o/c EDGES & 4" o/c FIELD II KING STUDS PER PLAN
2x4 P.T. SYP#2 STUDS I (2) ROWS ® 3 o/c TOP PLATE & SILL PLATE
/ (2) ROWS •
OF 10d � 8 o.c. ""l—JACKS �� ••••• � ��i'�"
FASTEN TO EXISTING EXTERIOR PER PLAN
TIMBER FRAMED WALL CONCRETE ( iilil
W/ 1/4$1 x4" LAG SCREWS EXISTING 100 _ SLAB STUDS PER TOP PLATE SPLICE
@ 16" O.C. SLAB _ ( PLAN I SW1 & SW2 SHEARWALLS REQUIRE MIN 48" OVERLAPS �I
W/ MIN (24) 0.131x3" NAILS ® TOP PLATE SPLICES
I OR (2) MSTA24 W/ (9) 10d END, CENTERED ON EACH (�
SPLICE
Y � I
EXISTING
FOOTING
1/2" ANCHORS
5 N EW TO EXISTING FRAME WALL 6 SECTION 48" FOR OPEOVER "N 0
I /' "
S5 SCALE: 3/4" = 1'—D" S5 SCALE: 3/4" = 1'-0" ,�2 THREADED R S 7 S H E A R WA LL FRAMING DETAILKO*8 TYP I CAL WALL OPENING DETAIL
\,. S5 SCALE: 3/4" = 1'-0" S5 SCALE: 3/4" = l'-0"
SOLID PIECE OF 3/4" CDX W p
PLYWOOD FASTEN TO EXISTING ROOF Q :DSACH SIDE OF TRUSS
TOP & BOTTOM CHORD WITH TRUSS TO REMAIN. m
EXISTING ROOF DECK CONSTRUCTION ADHESIVE J
APA RATED SHEATHING PRIDGE ER PLANBOARD & 0.113x2" GUN—NAILS / �
® 4 (O.C. STAGGERED SIMPSON H TU 26. � w
(1) ROW / (2)SIMPSON MTS12 I— p
RINGSHANK NAILS APA RATED SHEATHING FIELD CUT TO AT EA. SIDE OF U <C
0 3" o/c
LVL CEILING BEAM, MATCH ROOF p
ORFRAME W/ 2x8 SYP#2 RAFTERS O 24" o/c RAFTERS PER PLAN BEAM.
VE
COLLAR TIES ® 24" o/c W/ (8) 12d NAILS EACH END SEE PLAN. SLOPE
2x10 NAILER ATTACH CONVENTIONALLY FRAME ANGLE �/' / ( J
CORNERS W/ 2x6 SYP2 /
LL
TO ROOF DECK W/ (1) A33 CUP RAFTER TO SLEEPER a RAFTERS ® 24" o/c — ATTACH
(2)SCREWS EACH W/ (9) ad NAILS TO PLATE W/ (2) H2.5A CLIPS & CEILING BEAM,
EXISTING RAFTER ROOF DECK NAILING PATTERN: 2x6 COLLAR TIES 0 24" LUS26 TO RIDGE TYPICAL �� SEE PLAN.
EDGE: ad RINGSHANK •4- o/c = o/c W/ (8) 12d NAILS 01-11
FIELD: ad RINGSHANK 0 s o/c RAFTE EACH END * SHORING AS REQUIRED \ ��I�� 2x6 CEILING JOIST /
EXISTING
RAFTERS/TRUSSES BEARING BY CONTRACTOR PRIOR �_ATTACH TO LVL BEAM
TO REMAIN TO REMOVED EXISTINGw/LUS26 w/4-10d TO NEW STUD .
HEADER. HEADER TO BE REMOVED. / BEAM & 4-10d TO JOIST. WALL FRAMING
/
PRIOR INSTALLATION OFJ CUT EXITING OVERHANG
rq ROOF OVERFRAMING DETAIL 10 CONVENTIONAL FRAMING DETAIL NEW BEAM(*).
S5 S5 1 NEW TO EXISTING ROOF' BEAMrl"2 CEILING BEAM CONN. w
S5SS <
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W Q =
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DRAWN BY
: AOB
DATE
4/12/2016
SCALE
AS NOTED
DESIGNED BY
D VL
JOB NO.
160411
SHEET No.
��o S50F 5