HomeMy WebLinkAboutROOF PLANProvide 45 bars with 12" min. lap
into beam and 48 bar dia. into
vert. filled cell.
Provide Cast -Crete
8U16-I13/IT precast -
lintel set in mortar
Min. 8" Bearing
Fill lintel solid with
grout.
#5 cont, beam steel to run
through lintel and tie to
down rods in jamb cells.
Provide PT Buck
attached per jamb
letails into filled ce
4" Pre -cast
Sill
rout Filled Cell
Provide #5 bars with 12" min, lap
into footing and 48 bar dia, into
vert. filled cell.
Concrete Footing
See foundation plan for
for exact sizes
DETAIL AT WINDOW CFENING IN
CBS WALL
Concrete
i Lintel
Column
Scale: 1/2" = I'—O"
Verify with Plan
V1
Rebar
to Lint&l
12"x 12"
Column Block
Rebar
48 Bar Dia.
Min. Overlap
/4ttachm&nt
NTS
SEAM SCHEDULE
Mark Size and Descrl tion
Two rows of beam block filled with concrete and 1 45 bar
BI continuous in each row. Hook vert. bar over top bar with
45 90' bend bar with a 10" min. lap at top bar.
Additional Precast Lintel „ „
#5 bars Lintel Bar Clear A B
.� r. .� �'•� .CLEAR Length Length Span Bars Bars
r'
2'-10" 2'-8" I'-6" 2,#3 none
i• ` i i'�i i .• i
3'-6" 3'-4" 2'-2" 2,U3 none
8F8-OB/IT 8F8-IB/IT 8F8-IB/2T
Additional 3'-10" 2'-8" 2,u3 none
#5 bars
CLEAR :':^:'...'.':' %.:.�:, 4'-6" 4'-4" 3'-2" 2,#3 none
One Row of "H" "
Block Above 5'-2" 4'-O" 2,U3 none
M ..( Precast Lintel
none
Additional 2,#4 none
#5 bars
_1'-O" 6'-2" 2,#5 none
8FI6-IB/IT 8FI6-IB/2T
NOTES: 2,#5 none
I. min. coverage of stee1=1.5"
2. min. bearing required 8 ea. end=8" ALL reinforcing steel is grade 60.
3. standard for reinf. steel=ASTM A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE >
LINTEL SCHEDULE
Mark
Window
or Doo
Unit
Width
Lintel
Size
Specification
Rows of
"H" Block
Above
- ,1
Bottom
Steel
Size
Top
Steel
Size
Max.
Gravity
Load
(PLF)
Max.
Uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
2'-2"
V-6"
8FI6-IB/IT
ONE
1
#5
1
#5
6113
3541
2854
L31
2'-6"
2'-8"
3'-1"
4'-0"
8FI6-IB/IT
ONE
1
#5
1
#5
2931
3019
2128
L45
4'-5"
5'-10"
8FI6-IB/IT
ONE
1
#5
1
#5
4360
2093
946
L50
5'-0"
C-6"
8FI6-IB/IT
ONE
I
#5
1
#5
3480
1880
1204
L60
6'-8"
I'-V
8FI6-IB/IT
ONE
I
#5
1
#5
2661
1634
891
LSO
8'-0"
9'-4"
8FI6-IB/IT
ONE
I
#5
1
#5
1843
1133
-139
L90
9'-0"
10'-6"
8FI6-IB/IT
ONE
I
#5
1
#5
1533
914
519
L90B
9'-0"
10'-6"
8FI6-IB/IT
ONE
I
#5
1
#5
1533
914
519
LI00
10'-0"
ll'-4"
8FI6-IB/IT
ONE
I
#5
I
#5
1366
198
604
LIOOB
10'-0"
ll'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1366
198
604
L120
12'-0"
13'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1016
606
433
L120B
12'-0"
13'-4"
8FI6-IB/IT
ONE
I
#5
1
#5
1015
606
433
L140
14'-0"
15'-4"
8FI6-IB/IT
ONE
I
#5
1
#5
1250
485
341
LI60
is-O"
I-l'-4"
SFS-IB/IT
ONE
1
45
1
#5
950
404
25�
LI60B
is-O"
I-'-4"
Br-IB/IT
ONE
1
#5
I
#5
950
404
25�
- ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED.
HIP ROOF SHF_F_TING
ATTACHMENT DETAIL
I.
Minimum Nail Size =
8d angular ring shank (min. 2.5" long)
2.
Minimum Screw Size = #8 x 2.5"
3.
Minimum Sheathing
Thickness I9/32" CDX Plywood
4.
Use nails or screws
based on pressure for roof
stated
in
zpermit info box on
ones.
these plans for appropraite roof
0
4 FT 2E
TYPICAL
GABLE
2N
Q� 2
TYPICAL
3®
4 FT
R
ZE
2R 4 FT
F
u_
117
4 FT
gQ
4 FT ZE 4 FT
i O
Area
Edge
Field
Fastener
Pressure
M
Zone
I
6"
6"
8d
x
2.5"
ring
shank
45
psf
Zone
2E, 2R,
2N
8d
x
2.5"
ring
shank
i6
psf
Zone
3E/3R
�{"
�{"
8d
x
2.5"
ring
shank
84
psf
ANY
ZONE
6"
6"
#8
x
2.5"
Screw
263
psf
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blocking to vert. leg of
truss with IOd x 1.5" nails at 4" o.c.
Install Simpson MGT into wall usingg
5/8" dia. threaded rod set min. 12"
into wet beam and (22) IOd nails into truss
_OCKING DETAIL
=R STRAPPING
ER BEARING POINT
1/8" thick light textured stucco installed per
ASTM C 926 over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Type 2 felt paper using 8d nails. Substrate
to be 19/32' COX Plywood nailed at 6" o.c. in field
and edges with IOd ring shank nails into studs.
Metal roofing and underlayment intstalled per Product Approval
as shown on sheet I over COX decking - see roof sheeting
attachment diagram on roof plan. \
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails
( 24" o.c.) supporting Max.
1810lbs. uplift
Aluminum Drip
Edge & Fascia
2" x 6" Sub -Fascia
5/8" thick stucco on 3/8" hi -rib lath
attached to horizontal and vertical wood
framing with nails or staples to provide
no less than I-3/4" penetration into
horizontal wood framing and 3/4"
penetration into vertical wood framing
members.
12" x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above
thicken edge to 8"x8"
with concrete and
one 45 bar continuous
BEYOND
Finish column with Smooth
stucco per elevations
Top of Tooter
IC' below finished floor
4
12
4
Aluminum Drip
Edge (: Fascia
Flash and Counter
f lash
Nail ledger to
gable end truss
with (2) IOd mails
at each web \
Ce111n
transition
Trusses at 24" o.c.
re shop drawings
I others
ceiling transition !f
ded using metal studs
erify exact configuration
:e s
Drywall ceiling
see typical sec
nsulatlon Detail
nts
Simpson HETA 20
hurricane anchor at each truss
( 24" o.c.) supporting Max.
1810 lbs. uplift
12-9-21
N
Metal roofing and underlayment intstalled per Product Approval
X
as shown on sheet I over COX decking - see roof sheeting
attachment diagram on roof plan.
+'
� �
O
W
L R
Brace Gable end
=
`n N
with 2" x 4" SYP 42
U .. �
8ft back nailed to bottom
of top chords using (2) IOd
o
U
O
nails at each truss
N O
a Q) 00
E
_ —
�
��
N
L
R-20 Spray foam insulation
C
PRE-ENGINEE�D WOOD TRUSSES
e 24"o.c. TYPICAL
( shop drawings bg manufacturer )
-1/2" drywall with texture finish
Two rows of beam block filled with concrete
_and (1) 45 bar cont, in each row. Substitute
Ear
lintel filled with concrete and (1) 45
bar cont, for bottom row over openings
1/2" drywall over I" x furringg
strips at 16 o.c. with R4.1 Pi -foil
-insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type "M" only proportioned Der FBC R601.1
and Mortar joints shall comply with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with Grout and
(1) 45 bar vert. (typical).
-Max. spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR O 0
CxC #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill - OVERHANGS AT I'-O" UNLESS OTHERWISE NOTED ON THIS SHEET
ROOF PITCH AT -f:12 UNLESS OTHERWISE NOTED ON THIS SHEET
TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
- ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
ALL TRUSS TO TRUSS CONNECTIONS BY
Strap truss to wall using Simpson MGT with
5/8' dia. threaded rod with min 12" embedment
into beam either wet set or in epoxy with
(22) IOd nails into truss. Add blocking to
truss leg per etail on this sheet
T 4pical S ect[on at Front Porch
Scale : 1/2" = I'—o"
TA 2
N
L90
L60 B 1
B I
L45
B 1
Cl
BI
BI
—
B+ — —
I
ffi
=
1
�
130 B I
\\V
I I
N
m
N
BIILD
<
.:
//A
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/71
L6 BI I
12 I
W
=
I
///W' - V"V 71; T
2"
BI
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SLOP cn
B p
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Q U
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�
60
W U
W O
S�
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—0ND
U
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N
- -
a-�
e li-
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I
W
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Metal roofin and underla ment intstalled per Product
Approval `n
attachment diagram on roof plan.
L22 BI
BI
#I
I 1 �
22" x 54"
Q
Attic Access I SLOPE �{
with light
— — — — —
Brace Gal:
U up
tedwith
2" x
' T ( P
NT
' 8'-O" MAX. '
8ft back r
( T
5 5
of top cho
I �1_
nails at ea
2"
I �-------
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I
I
I I
I I
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1
I
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ap I
I
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r------ I
I
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N
N I I < z
W I Simpson HETA I °
hurl icane ancho at eac tr ss N BI
1
1810 lb . uplift U
` L9 B
BI �' I Bl
N
2'-2'1
IK\7
BI 60 BI
A 1
�
N
(D
U
Z
Q
fo
LU
Z
Z
W
LH
Q
Q
U
0)
N
QL
W
l e end
W�
u
0
f" SYP 42 min.
Z
Z
N
ailed to bottom
Z
uJ
oo M +'
•ds using (2) 10
<
}
Lo M
CA
Q
:h truss
<
0
00
L
Z
1
q
7
LUU��-�
m
~
(U
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v X v
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TRUSS MANUFACTURER Digitally signed
- ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Daniel R.byDanielR.
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Braden
- CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Braden Date:2o21.12.09
PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO
TRUSS CONSTRUCTION 16:58:02-05'00'
SHEET NO:
OF 5,
JOB NUMBER:
21-250 B
• ' OWN\E� * pr�0��✓
AR 9770
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