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, '�'r.,+r!�ni'.f•. -+
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LOUVERED
VENT
CEDAR
SHAKES
• MATCH
EXISTING
2X8 LEDGER (2X6 ® CEILING)
E •Xv I ,S T I (J 4 H 0 U S E LAG BOLT TO EXISTING STRUCTURAL HDPT2
FRAMING ® 16" O.C. MIN. STAGGER EA. RAFT 1 j MATCH EXISTING
HDPT2
EA. RAFT
EPCM46 SRP121216F
POST CAP TYP. WHERE EPCM46
SHOWN
POST CAP
SOLID EPCM46
o
2X6 RAFTERS' O 24" Q.C. 0 RAILING POST CAP
BRACE DOWN Tt)' CEIL. JOISTS
in
DO 0
. LI
2X8 FLOOR JOIST ® 16" O.C. (3) 2X8'S [2X6'S ® CEILING]
SRP12122OF POST-
2X8 STRAP
[2X6 CEIL,. JOIST ® 24" O.C.] EACH POST
METAL HANGER EACH JOIST
F L 0 0 R F R A M I N G (ceiling framing similar) TYP.
CONCRETE PAPGA66 POST
} LANAI ANCHOR EA.
POST
I
i
I
E X I S T I N G H O U S E
S O U T H E L E V A T I O N
WP wP M
TOP FLANGE TOP FLANGE
BM. HANGER BM. HANGER
OVERLAP
SLR TO SLAP Q � I PLYWOOD !
FLOG
DRAIN FLOOR RAIN 0 TO EXISTING
x x _ _—� __ __ �`�� ROOF
N 1
LT. WT, CONC. L
r ti 11 fan DECK W/.'FIBERMESH fo41 N N — —
`. ON W.P. MEMB. ON
1 1 3/4" EXTERIOR PLYWOOD
1 I P.T. 6X6 POSTS RAILING
MATCH EXISTING
EAVE i
SOLID
RAILING
S E C O N D F L O O R
I 1 1 L Q
E X I S T I N G H O U S E
µ m TYP. P.T. I
WP R I t�Z WOOD POSTS
4\CONC. SLAB
W/ 6X6 10/10
Y W.W.M. ON I
I w VISQUEEN ( CONCRETE APIF E R
LANAI CITY oGpAR�O ATLANTIC
BEACH
13u
NEW EXISTING Nou
I CONCRETE LANAI' Lr
12" WIDE X 1�' DEEP I
P.r. 6x6 POSTS
I E A S T E L E V A T 1 0 N
• W/N(2l)#C5'g FOOTING -.
4
LINE W ROOF BREAK
;s F I R S, -T F L 0 0 R P 0 R C H P L A N S
Scut': NOTED DRAW" By J I M G I L L. 1 AM REMMD.
' Y. -
M s DATE; 11/11/98 PHGNE NUMBER 904 249 0072 RVASM.
z,
THESE PLANS DESIGNED PER NORTHEAST P E L K E Y B U I L D ERS I N C.
FLORIDA BUILDERS ASSOCIATION REVISED DRAWING NUMBER OF 1
r y WIND STANDARDS MANUAL FOR 100 MPH WIND. ATLANTIC B E A G H F L 0 R I D A
�y ONE
12
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