05-91-005A51 HALT 5HIN6LE ROOF OVER 50# FELT
TIN- TA66ED 012" O.G. MAX. TO 5/6"
PLYWOOD SHEATHIN6 OVER TRUSSES
dp 24" O.G.
EACH TRUSS IS STRAPPED
W/ NUVUE NVHTA 12 /
EACH END TYP.
Ix WD. BLK.
CONTINUOUS • .
Ix8 WD. 41
FASCIA
I J
SCREEN VENT I I -O"
6x12 6 4' -0" O.G. OVERHANG
IN PLYWD. SOFFIT
TYPICAL — I
57H
5/8" STUCCO FINISH
8" CONCRETE BLOCK
W/ HORIZONTAL REINF.
EVERY OTHER COURSE
TRUSS TYPE
I - #5 VERTICAL KEBAR
FROM FT6. TO T.B. I S"
BEND, CONCRETE
FILLED CELL
I
FINISH GRADE
2x6 WOOD. BLOCKING
BETWEEN TRUSSES (TYP)
PLYWOOD SHEATHING ATTACHED TO
BLOGKINS W/ &d NAILS o 4" OC TYP.
T.D.B. EL. TO MA =H EXIST.
R -50 INSULATION
1/2" GYP. BD. CEILING
ON FURRING STRIPS
O,G.
1x4 FIRE STOP
CONTINUOUS
8x12 CONDRETE TIE BEAM
W/2 *5 TOP 4 BOTTOM
#5 STIRRUPS v 12" O.G.
a CORNERS 4 48" ELSEWHERE
R -5 INSULATION
142" GYPSUM BOARD OVER
Ix5 FURRING STRIPS ® 16" O.G.
FIBEROUS EXPANSION MATERIAL
4" CONCRETE SLAB V4/6x6
#10 /10 W.W.M. OVER VAPOR
BARRIER ON WELL COMPACTED
FILL-. R.0-14-nE— TERMITE PROTECTION AS PER FBG
ASPHALT SHINGLE ROOFING APPLIED TO ROOFING
MEMBRANE A5 PER MI ~G. SPECS ON PLYWOOD 8001= SHEATHING
SECURED TO ROOF TRUSSES AS SPECIFIED ON STRUGT. DWGS.
z
UPLIFT STRAP CONNECTORS m EACH TRU55-5EE STRUGT. DWGS.
5 -2X12 W/ 5/4" GDX PLYWOOD a EA. SIDE.
REFER TO WOOD TO STEEL COLUMN CONNECTION
DETAILS ON THIS SHEET FOR CONNECTIONS
26 6A. METAL FLASHING GONT. ON 2X2
PT WOOD DRIP
2X6 WOOD FASCIA
IX3 PT WOOD DRIP
4X 12 SOFFIT SCREEN VENT a 415" OG .
IN 1/2" PLYWOOD SOFFIT
12" H16H TOP ACCENT BAND -WOOD
W/ IX2 TOP 4 BOT. CONT. WOOD BAND
PAINT GRADE
\ PIN. FL.
EL. +O' -O" -
A A, N.V.6.D. - +16.75' FT. N6VD a ENTIRE HOUSE
1 IIIIIIIIIIIIIIII11 -1
U- -- CONCRETE FOOTING
~
**A SEE STRUGT. DWGS.
iYF I GAL WALL SEC�il ON FRONT AE,)�ITION
TOP OF WOOD BEAM m
k +8' -6" ABOVE DEG
+I6-1" NGVD
TOP OF WOOD DECK
2X8 PT WOOD PLATE
6" GONG BLOCK STEM WALL
W/ #q 6A LADDER TYPE HOR REINF. EVERY
OTHER COURSE W/ #5 0 52" OC IN 6ROT FILLED CELLS
z \,
TOP OF FOOTING
•
• II'
+14' -2" NGVD r
FINISHED GRADE II
PREF
MAX.
06EE WOOD GROWN TRIM
3/4" PLYWOOD NAILED TO CONT. 2X4
17W6S.
24"
IX6 T4 6 WOOD DEGKIN6 AND SHEATHIN6
NAILED TO BOTTOM CHORD OF TRUSSES W/ 3 -I0d NAILS a EA. CONT
STEEL COLUMN SHEATHED IN WOOD
2X6 PT WOOD DEGKIN6 NAILED TO WOOD JOISTS
WOOD JOISTS
'UH 28 FULLY NAILED `2X12 BLOCKING W14 -I6d NAILS TYP.
8X12 GONG TB W/ 2 - #5 TOP 4 BOT.
#5 a 24" OG EXCEPT o ALL CORNERS CRAWL SPACE
O 12 C
O
SX 16 VENT BLOCK a STEM WALL
CONCRETE FOOTING Al
REINFORCING -SEE STRUCT. DW65.
iYPI AL 5 E C..il0N R E A' R A E�1:�)IilON
SGALE= 5/411=11-011
T POINT
4 024
n
• `i h
4GiG go* s s /Goes of*
• 4 U
us 00 V Y Y
V Y V V V 4 V W V V V
W Y r W Y GGSrr
V V V V V V V V U
VVV u 4 V V�VU V V V
u r Y u u4G
W W V 4 V Y • 1 • • i Y
V V V Y V V U Y V V V
Y Y U V V Y • e • Y i
W Y U W V Y r W V !
Y YV ti • •• • •
V UUW VWWVV WYY UYVW
Y Y e • i Y •
i G y o s Y ! Y
4 Y V U Y Y
Y V U 4 V V V
Y1GY • •eY4• • •!V • YIY• Y
MP34+ KT20 FOR EACH TRUSS NAIL EACH MEMBER OF 3 -2X12 WITH Ibd NAILS
AS PER HURRICANE STRAP a 12" OC (TWO ROWS STAc56ERED) INGLUDINc5
SCHEDULE 5/4" GDX PLYWOOD ON EACH SIDE (TOTAL THICKNESS 6 ")
3 -2X12 NO.2 PT MARINE GRADE
W/ 5/4" GDX PLYWOOD ON EACH SIDE
8 "X 1/4 "X12" "U" PLATE
W/4 -314" MIA THRU BOLTS
514 X b 1/2 WOOD SHEATHING SCREWED
TO 514 PT BLOCKING
TOP AND BOTTOM RAIL GAP ANCHORED TO STEEL COLUMN W/
PI/4,
ELF TAPPIN6 SHEET METAL SCREWS AS SPECIFIED ON SHOP
DRAWIN65 AND AS PER STRUCTURAL CALCULATIONS
REVEAL
5/4 X 5 1/2 PT WOOD BLOCKING ATTACHED TO COLUMNS WITH
TAPCON SCREWS 4 12" OC.
TOP OF ESTABLISHED FINISHED GRADE
7
0 .
w ,•
a M
w •
•• w
Mw3:01 c
. w-w f,
�-
";
x
d H •
xo .. •
.� 7 p
«w� t
o w r" o
• tmw. w
y1w� 7
W
� w
w :w
N Q
a
N
• •
s�
> O
pill
a�
a /1 ie
a.
V M f1
nM
H !„
•
Lti
N
N
W �
V1 _
N �
HEFT
Y
z
M
ox�
w
ti
earn
>
0%
'
'
>z
00
v
(11,
`0""vr�,
OD
r'
Oft
W
0
W
z
Vtl
iJ�
HEFT