1759 Ocean Grove Dr beam deck repairs 2013 II
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HALL
RESIDENCE
CODE SUMMARY
E P Al 1759
• FLORIDA BUILDING CODE (2010)
• FLORIDA RESIDENTIAL CODE (2010) A L T E AT I N
GRO
V
• FLORIDA PLUMBING CODE (2010) OCEAN E
2010 ATLANTIC BEAC , F L.
FLORIDA MECHANICAL CODE ( ) for
32233
NATIONAL NAL ELECTRICAL CAL
CODE (2008
)
I D C E
AL _
SQUARE FOOTAGE
SQUARE FOOTAGE INFORMATION r
' o' S.F.
I I
CONDITIONED SPACE
•• UNCONDITIONED SPACE
S.F. AN GkOVV CONTRACTOR SHALL
VERIFY FY
A
L
L
goo, C 1759CONDITIONS AND DIMENSIONS
UNENCLOSED SPACE
AT THE JOB SITE AND NOTIFY TH
S.F. or ACRESAARCHITECT OF ANY
• WETLANDS AND r
LOT AREA (EXCLUDING
WE DIMENSIONAL ERRORS , OMISSIONS
i BODIES OF WATER) 1Ck,-,
�� OR DISCREPANCIES BEFORE
I � BEGINNING OR FABRICATIING ANY
WORK.
� STORIES IE
S
STRUCTURE HEIGHT AND
OF ST
THESE DRAWINGS ARE THE
n NSA PLAN INDE
• MAXIMUM HEIGHT OF THE STRUCTURE: PRODUCT
ANDPPROPERTYRIETARY WOFKVERMEY
3 � � A1A : Cs-1 COVER SHEET ARCHITECT , DEVELOPED FOR THE
STORIES:
• NUMBER OF , > �,'
w EXCLUSIVE USE OF VERMEY
C-2 ELEVATIONS
v s
ARCHITECT . USE OF THESE
x,
x , DRAWINGS AND CONCEPTS
F a
CONTAINED THEREIN WITHOUT
Nx
mm,
THE WRITTEN PERMISSION OF
IO VERMEY ARCHITECT IS
ON
s
TR
UC T Mt
TYPE 0 F C _ .
T
A
PROHIBITEDAND MAY SUBJECT
PRO H
R.3
• OCCUPANCY: GES
os `. ?- . FROMTGGERARDAVERMEY DAMAGES
- TYPE OF CONSTRUCTION:
Y B
t
of 7s
ckso
rnrllle
C
R
y
223
NO 1 4.
•
D
a1 Flerfd
SPRINKLE ,
REVISION
I '
AIA
10A _. 1
, 1 1 -<.,. .. -t m 10 ' • City of Nept Beach.
i
91
TION �
MATERIAL INFORMATION
_
I MA ._
-1 city of
R 15 111
i M90
21
ENTS OF CHAPTER
(MATERIAL SHALL MEET THE THE REQUIRE
ROOFING MAT .
I
OF THE 2010 FLORIDA BUILDING CODE. AND THE 2010
FLORIDA RESIDENTIAL CODE CHAPTER 9.
1 e
• ti:
.• a O!0 '
e
l'71.
. WIND ZONE
INFORMATION
;
1
rVermeyArchitect
S PER ENGINEER
aMr•W7amecayasa.omaany� - .. :c.... .:_." : w.x. ...�= asr.
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH,
420 Third St. South
AND MEETS THE REQUIREMENTS OF SECTION 1600 OF THE '
1704 Jacksonville Beach , FI .
CODE.
2010 EDITION OF THE FLORIDA BUILDING PROJECT LO CAT I 0
32250
I �
WIND BORNE DEBRIS REGION µk
THIS BUILDING IS LOCATED IN THEk— (904)246- 1150
• SPEED M.P.H. — 3—SECOND GUST) : 130
BASIC WIND (
I �
• WIND IMPORTANCE FACTOR: 1.0
• WIND EXPOSURE CATEGORY: B
h PROJECT LOCATION
• BUILDING CATEGORY: II
• INTERNAL PRESSURE COEFFICIENT:
5%'
I
COMPONENT & CLADDING (P. S. F. ) ' Lic.No.: AR4630✓
SIZE END ZONE (5) INTERIOR ZONE Drawn By
(S.F.)
POS. + NEG. - POS. + NEG. - 00
�
A
PLANS.
30.4 33 � o�L' ' WuIVLIMiTE
v_
0-20 30.4 40.7 �
38 29 31.s (904) 757 — 37 w � Ao A Reviewed By:
20-50 29 A
34.3 27.2 29.8 t O o� GV
50-100 27.2 E C�=
25.9 31.6 25.9 28.4 _ C.S04 @w Draw Date:
>100 p
.B, A Print Date:
END ZONE 3 NMI" w
; k Nva A 05 / 28 / 13
t
L N
-- Page:
of (2)
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HALL
10'-0"WIDTH
RESIDENCE
NEW FLOOR SYSTEM TO BE
TEMPORARY SUPPORTED
1759
TEMPORARY (2)2x4 SPF. TOP–PLATE I
(TOE–NAIL O EA FLOOR JOIST) OCEAN GROVE
i
i
TEMPORARY 2x4 SPF. STUDS O 24" O.C. EXISTING HOUSE ATLANTIC BEACH , F L.
GENERALNOTES : TEMPORARY 2x4 SPF. BOTTOM PLATE "". 3 2 2 3 3
PROJECT SUMMARY:
EXISTING 12"x12" CMU. BLK. COLUMNS
AP SQUARE FOOTAGE
2'A"-(r
I
REMOVE EXISTING WATER DAMAGED POST &
FLOOR JOIST SYSTEM & REPLACE AS PER PLAN
EXISTING FOUNDATION TO REMAIN
w/ WOOD FRAME CONSTRUCTION
CEMENTIOUS VENEER (STUCCO)
on WOOD FRAME WALLS GRAS
" ►I L--I I I�I I I—III— 1=1 l�1 i
PLATE HGT. VARIES IF—= II I , —III=r _ I II,L�'' I CONTRACTOR SHALL VERIFY ALL
(SEE ELEVATIONS) I ISI Irl CONDITIONS AND DIMENSIONS
AT THE JOB SITE AND NOTIFY THE
_ CEILING FINISH AS PER BUILDER ARCHITECT OF ANY
TEMPORARY SUPPORT DETAIL DIMENSIONAL ERRORS , OMISSIONS
OR DISCREPANCIES BEFORE
CONCRETE PARKING & SIDEWALKS NOT SHOWN
N.T.S. BEGINNING OR FABRICATIING ANY
EXISTING STUCCO FINISH SHALL BE RESTORED WORK.
TO EXISTING CONDITION
THESE DRAWINGS ARE THE
PROPRIETARY WORK PRODUCT
EXISTING ROOF SYSTEM AND PROPERTY OF VERMEY
ARCHITECT , DEVELOPED FOR THE
EXCLUSIVE USE OF VERMEY
EXISTING WOOD BEAM ARCHITECT . USE OF THESE
TO REMAIN DRAWINGS AND CONCEPTS
CONTAINED THEREIN WITHOUT
THE WRITTEN PERMISSION OF
VERMEY ARCHITECT IS
PROHIBITED AND MAY SUBJECT
(2) SIMPSON "MSTA24" STRAP YOU TO A CLAIM FOR DAMAGES
or = EA. ST I FROM GERARD VERMEY
(POST to BEAM) EXISTING WOOD FRAME WALL z
w/ STUCCO FINISH F-:p
E ING OOF YST I ,=w
6x6 P.T. POST REVISIONS :
w/ DECO. BUILD—OUT g
a.
WATER PROOF MEMBRANE
PLYWOOD over �'4" P.T. PLYWOOD SHEATHING 2x12 P.T. SYP#2
EXISTING BEAM TO REMAIN SHEATHING SHALL BE %
I, I. I .'1' }: j } 3 ATTACHED
NAIL PATTERN: 8d RING—SHANK NAILS LEDGER BOARD
I. .i
} $ 6" O.C. EDGE & 6" O.C. FIELD w/ (2A8"x3" LAG—BOLT
�'. L• NG AS NEEDED O 32 O.C.
MAX.
2x4 BLOCKING (MAX.)
6x6 P.T. POST }. L' A. h I: }•. }: } TO SUPPORT POST
w/ DECO. BUILD—OUT 2x4 P.T. NAILER
& STUCCO FINISH '� } �. I �, �,.}
200 P.T. RIM BOARD
36" HGT. RAILING------_ .�.
(SEE DETAIL) 37�"xll�i�" PSL BEAM
};" �..} }; �' 2x12 P.T. SYP#2 FLOOR JOIST
�. i.. 2x4 P.T. BUILD—OUT I ® 16" O.C. w/
SIMPSON "LUS212" HANGER
--or = V-EA. END
(2) SIMPSON "MSTA36" STR
"x11%" PSL BEA 5 o"'r BEAA M to POSOST
(POST to BEVerm y Architect
T) EXISTING FLOOR SYSTEM Z
WW
6x6 P.T. POSTEXISTING WOOD FRAME WALL g 4 2 0 Third S t. South
}: } f } .L. w/ DECO. 7�" PLYWOOD TRIM–OUT
6x6 P.T. POST w/ STUCCO FINISH a g
w/ DECO. BUILD-OUT } is }.:t i .:l: 1 Jacksonville Beach , FI .
& STUCCO FINISH }•`I ,�' }.. }_ I'I: WATER PROOF MEMBRANE 32250
SHEATHING SHALL BE Y'4" PLYWOOD over Y4" P.T. PLYWOOD SHEATHING 2x12 P.T. SYP#2
NAIL PATTERN: 8d RING—SHANK NAILS LEDGER BOARD ATTACHED
}' I
36" HGT. RAILIN I .} 6" O.C. EDGE & 6" O.C. FIELD w/ (2);i s"x3" LAG—BOLT (904)246- 1150
(SEE DETAIL) I. :� I:`}:. I.: I. /_2x4 BLOCKING AS NEEDED O 32 O.C. (MAX.)
TO SUPPORT POST
}> .I {. j I }.' }- } 2x4 P.T. NAILER
200 P.T. RIM BOARD
31�"017%" PSL BEAM
3h"x113fi" PSL BEA
(2)2x6 P.T. CAP 2x12 P.T. SYP#2 FLOOR JOIST
O 16" O.C. w/
SIMPSON "LUS212" HANGER
or = O EA. END
EXISTING 12"02" CMU. BLK. COLUMNS
w/ STUCCO FINISH (2) SIMPSON COLUMNS " " STRAP)
or = O UMN EXISTING FLOOR SYSTEM—ZI
�
(COLUMN to BEAM) Z
�N
=x
ww
H=
EXISTING FOUNDATION TO REMAI
EXISTING 12"x12" CMU. BLK. COLUMNS
w/ STUCCO FINISH EXISTING WOOD FRAME WALL
w/ STUCCO FINISH
GRAnF
A A A 77 A
EXISTING FOUNDATION TO REMAIN 10'-0"WIDTH Lic. No.: AR4630
Dra
GRADE
-11-T IZE..l ilI 11 11-1I PLANS- 6
11FUNLIMITEDZ
=11 I ��- Ii
ELEVATION
li 1}�II�II�II�L1' Reviewed By:
Y411
_ 1 1
-011
SII-1II��I�--I GV
NOTE: NEW "PSL" BEAM AND 6x6 P.T. POST SHALL BE WRAPPED w/PEEL & STICK MEMBRANE Draw Date:
05 / 20 / 13
A Print Date:
CUT SECTION 05 / 28 / 13
N.T.S. A_2 Page:
A- 2 of (2)
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