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ARCHITECTURE RESEARCH INSPECTION ATLANTIC BEACH FLORIDA
JOB COPY
REVISION
BP# Q�-'ooS3
DATE_j / 3J l
SIGNED /'n
REVISIONS
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o 11
F.T. JOIST a MAX 16"O.C.
P.T.2x8 JOIST MAX 16 O.C.
ff
I- SIMPSON H2.5A w/5-8d - T TO 1- SIMPSON H2.5A w/5-Sd- 2- P.T.2x8 BEAM,BOLI TO '
�� 2 P.T.2x8 BEAM,SOL x 11/2" TO BEAM d 5-8d TO
x 11/2 TO BEAM t 5-8d TO POST w/2-x'24 HD.GALV. POST w/2-�2ub H.D.GALv.
JOIST,TYP. BOLTS,TYP. JOIST,TYP. BOLTS,TYP
1 SIMPSON ABU6
6 ON
x t
P.T.6x6 POST
P.T.6 6 OS
I
g!,a"o THREADED ROD SET
P
I" INTO FOOTING,w/12-16d SLOPE TOP OF CONC.TO
SLOPE TOP OF CONC.TO
TO POST DRAIN,TYP.
I'I
DRAIN,TYP.
EXISTING GRADE EXISTING GRAPE
30"DEEP 124 SONOTUBE P.T.6x6 POST SET 30
y// <``/\`< DEEP IN 12" SONOTUBE
ORM W/MIN.3000. 'ii\`/i /�\/i\\��
?/\ a ;\ FORM W/MIN.3000
FIBER REINFORCED GONG.
FIBER REINF LED CONC.
II
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lA �4
NAT 05T ATTAGHM NT I P05T 5 CTION
11_.1 II SCALE: 1 2"z l'-O"
r� A I SCALE: ir2 -I-0
` ALTERNATE MAY BE USED AT ALL POST
W
LOCATIONS AT CONTRACTORS OPTION n
USE ABlJ44 AT 4x4.POSTS
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FSI
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AREA OF WCC vo
X E THESE POSTS w/
II
BRAC zC
2x8 w/6x6 BLOCK At
CROSSING AND 2-/2"
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BOLTS AT EACH CROSSING.
NOTCH POST W
POST
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NOTCH
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AREA OF NEW DECK \
p_ APPROX 242 SF.
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PROVIDE CODE COMPLIANT w
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S w/OVER 30 ELEVATION - ---
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EX15tINCs RAILING
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-- -- ��- ------ - --- APPROX 426 SF. �cI� I I ,u W
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REMOVE
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----- -----tom -------------- ----#. . �----- REMOVE EXISTING
RAILING SECTION \ �
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\ \ �0°
-- -, \, \ _ � 0 OPEN TO BELOW ,\ %
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Ik OPEN TO BELOW \ _ �'ylr, '�q
k � ! 0.”====�1 -.---ii; � \\\ \ \ i / _ � �+ \� I �/� LANDSCAPE �
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LANDSCAPE 11
\\ I \ \
z \ \ L. =�. (EXI TING TO REMAIN)
- \ \ \
REMAIN) ;
\ 111
X \ \\
EXIS7777\' x
TING P,4TIP
\\ \ EXISTING PATIO
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w \ \\\77,777
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111 P '
PROVIDE CODE COMPL ANT RAILINGS AT
FRAMING PLAN AREAS 30"OR M ABOVE GRADE. \ \ \ 0
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ALL RE TO E BY OWNER \ 111 STEP \ Q- p
SCALE: V4"=I'-0' RAILING SELECTION 1-
X U M P
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W M
NOTE5:
94
1. ALL HORIZONTAL INC MEMBERS t0 BE F.T.No.2
\ / \\ \ U
2x8.BEAMS TO BE DOUG ED. i 910 U
0 I'� % o
COMMUNITY DEVELOPMENT \ SW
2. ALL VERtICALS EXCEPTTHOSE DETAILED ARE TO BE \ \ Z U x
APPROVED® P.T.No.2 &X6. \ \\ H
\ EX15TING PE51PENC
3. HANGERS t0 BE 5 SON LSU26 WITH 1445 deg.OPTION
AT LOCATIONS SHOWN
Q
;
4. ALL JOIST TO BEAM BEAM TO POST ! �j
INTERSECTIONS TO HAVE I-SIMPSON H2 5
I
S. DECKING MATERIAL BE AS SELECTED BY OWNER
\ \ \ DATE OF
6. BOLTED CONNECTIONS TO BE w/ 1/210 H.D.-GALV: /\
ISSUE
MACHINE BOLTS,TWO JOINT.
6-12-11
I I
8. ALL DIMENSIONS MA BE ADJUSTED IN THE FIELD.2x8
DRAWN BY:
JOIST SPANS NOT TO Ex EED 111-611,
j
00 PLAN HGP
SCALE: I/411=11.0"
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SHEET'NO.
ZIRIAKPAVAR
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