HomeMy WebLinkAboutBuilding plans, pg 4ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = ad ring shank (min. 2.5" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Plgwood
4. Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Ke
Area
Edge
Field
Fastener
Pressu re
Zone I
6"
C
ad ring shank
45 psf
Zone 2
C
ad rinq shank
76 psf
Zone 3
4"
4"
8d ring shank
84 psf
** Zone 3a
6"
C
ptia wood screw
112.5 psf
** Use nails
or screws based on pressure
for
roof stated
In permit
info box on these plans for
zone
3
Verify with Plan
Concrete 1 12"x 12"
Lintel Column Block
v
4Y I.
#7
7 Rebar
Rebar 48 Bar DIa.
Min. Overlap
Column to Lintel Attachment
NTS
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
filled cell steel into continuous
beam block steel
Provide Cast -Crete
8u8-OB/OT precast - - -
lintel set in mortar _
Min. 8" Bearing - -'
Provide #5 bar set in pre -cast
lintel into beam where length of
the opening calls for it.
ovide PT Buck
ached per jamb
mile into filled c,
4' Pre -cast
Sill k
Filled Cell
Provide #5 bars with min. 48 bar
diameters overlap in filled call. Tie
filled cell steel Into continuous
Tooter steel.
CBS WALL Scale: 1/2" = 1'-0"
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.
c Install Simpson MGT into wall usingg
r1 5/8" dia. threaded rod set min. 12"
\ into wet beam and (22) IOd nails into truss
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING, POINT
1/8" thick light textured stucco installed per
ASTM C 92L over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Tyype 2 felt paper using 8d nails. Substrate
to be 19/32' CDX Plywood nailed at C oi in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 4II451.12
26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5"
wood screws with self sealing washer at 12" oi max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails
spaced 6 o.c. at all laps and two staggered rows 12" o,c. in field. Attach
deck to trusses using attachment detail on this sheet \
Additional Precast Lintel _
#5 bara =
': y,.". CLEAR
r'`: �� 9 is "
Lintel
Length
Bar
Length
Clear
Span
❑ ii
A
Bars
a ii
B
Bars
i
:r...
2'-10"
2'-8"
-6"
2,#3
none
3'-6"
3'-4"
2'-2"
2,#3
none
BFB-OBAT 811128-IBAT SF8-6/2T
Additional
4'-O"
3'-10"
2'-8"
2,43
none
are
CLEAR
4'-4"
3'-2"
2,43
none
;y,^,;t me Row of "H"
Block Above }rr%
5' 4:,
5'-2"
4'-0"
2,43
none
5'-8"
2,44
none
Lintel r :. :�;'•
5'-4"
2,tt4
none
Additional
' y #5 bars
T-O"
C-2"
2,45
none
BFIL-IBAT BFIL-IB/2T
e'-4"
T-10"
7'-O"
2,tt5
none
NOTES:
ALL reinforcing steel is grade 60.
I. min. coverage or steel=1.5"
2. min. bearing required a ea. end=8"
3. standard for reinf. steei=ASTM A415
TYPICAL LINTEL SECTION
t ( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
ar D
Unit
Width
Lintel
Size
Cast -Crete
Specification
Rows of
" H Block
Above
Bottaa
Steel
Sirs
Top
Steel
siu
Max.
Gravity
Load
(PLF)
Max
uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
T-2"
3'-L"
8FB-05/IT
1
#5
3009
151.9
1024
L31
T-L'
T-8"
T-1"
4'-0"
8FB-OBAT
I
#5
2541
1343
163
L45
4'-5"
5'-10"
BF8-OBAT
I
#5
1 1105
409
1 339
L50
5'-o"
V-L"
BF8-05/IT
1
#5
1238
835
"121
L60
L'-8"
T-L"
BPS-OBAT
I
#5
1011
121
534
LBO
8'-O"
9'-4"
BF8-8/2T
I
#5
2
#5
152
591
512
L90
T-Os
10'-V
BPS-IB/2T
I
#5
2
#5
443
530
401
L908
9'-0"
10'-L'
BFIL-IB/2T
ONE
1
#5
2
#5
1533
1183
401
1I00
10'-O"
II'-4"
BF8-IB/2T
1
#5
2
05
582
494
452
LIOOB
10'-O"
ll'-4"
BFIL-IB/2T
ONE
1
85
2
#5
1366
1028
1 452
LI20
1 12'-0'
13'-4'
8F8-IB/2T
1
#5
1 2
#5
411
428
324
LI208
IT -On
13'-4"
BFI6-IB/2T
ONE
1
#5
2
#5
1015
110
324
LI40
14'-0"
15'-4'
BFIL-18/2T
ONE
1
05
2
#5
1250
609
259
L140
IL'-O"
n'-4"
BF8-0/21f
1
•5
2
#5
300
192
194
LILOB IL'-O' n'-4" BFIL-IB/2T ONE 1 #5 2 #5 950 Soo 194
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- 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.
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails -
( 24" o.e.) suppporting Max.
18101bs, upllft
Aluminum Drip "
Edge t Fascia
12"
2" x C Sub-Fasci
Kai full o vent vinyl soffit installed
uwng 1/8 die shank x 15" long gale.
roofing nails with 3/8' die. head per
product approval - see chart sheet 41
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
Top of footer
16" below finished floor
12
4
1/2" thick a
attached to
framing with
no lee. than
horizontal we
into vertical
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd Its
at each web
on 3/8" hi —rib lath
meal and vertical wood
r staples to provide
4" penetration into
ming and 3/4" penetration
framing members
5/8" thick light textured
stucco on typical concrete
block construction
Varies - see plan
#5 bar Vert. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Step per foundation plan
a Slope per foundation plan7.
'r
I:
Poured Cor
concrete b
Poured Conrad
concrete block u
chore Per
Specs
lax.
Aluminum Panel
Sizes per manufacturer
— See Tuorcal 51 d D t
1/a" x 3/32' Wing Nut w/
appropriate washer and spacing
per manufacturer's Details
e
091'
'c
mN m
I
II 1.lal5'
Stud Dettid
Stud m/ Din Cast Lnc xis
Nickel Plated wing Nut
IH'
Concrete Anchors Per �.
Manufacturers Specs
Flush Mounted Shutter Detail
nts
Brace Gable end
with 2" x V SYP #2
8ft back nailed to bottom
of top chords using (2) IOd
nails at each truss
PRE-ENGINEERED WOOD TRUSSES
9 24"o.c. TYPICAL
( shop drawings by manufacturer )
O
Q
w
w
in
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X
IQ
r
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rn
CV
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L 4
Q
cL
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UJ L
a
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V
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DL
Er_
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L
Q
w
En
Brace Gable end
with 2" x 4" SYP 1*2 min.
Brit back nailed to bottom' -
of top chords using (2) IOd
nails at each truss
" \R-30 blown fiberglass
in bottom chord of trusses
I/2° drywall with smooth finish bo
Two rows of beam block filled with concrete
and (1) 45 bar cont. in each row. Substitute
precast lintel filled with concrete and (1) #5
liar cont. for bottom row over openings
1/2" dr wall over I" x furringg
strips a 16" o.c. with R4.1 ff-fod -
insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
T and shall meet all pertaining ASTM codes.
ao Mortar to be Type "M" onlyy proportionedper FBC RLO1.1
and Mortar joints shall comply with FBC R601.2.1.
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
Strap truss to wall
using Simpson MUT with
Simpson
tit= I Pf 1V
5/8'
dia.
threaded
rod with min 12" embedment
hurricane anchor
at each truss
into
(22)
truss
beam
IOd
leg
either wet
nails into
per detail
set or in epoxy with
truss. Add blocking to
on this sheet
( 24" O.G.)
HETA 20 1810
supporting Max.
pP 9
lbs. uplift
Mum
'aqa
i
an
1111111
W171011AFWMAIN
-
NAME I FAM
11
JA go. 57 crimI
woo screws with szlf
ftiII,ilpe
;;pT-rovTTng;�dtJ LU PlAII COCK LgIng *7
sealing her a 2" oi max pacing over M 1)
J
2) 30 lb fel'
underlagment installed with min. 46" side laps and 4" end
n laps fastened witi .;:orrosion
resistant tin caps and with 1.25" rinn shank nailA
�ck to trusses usi.
-ig attachment deta4i, on this sheet
it
Attic Access
Roo"
Ems
IN
M:mg\4
J
C:7
M��l
mg
O
w
el
d)
X
L �
r
OUrn
CV �
GJ 4Loa
a
a
to N
V.
v
°'O o0
OD
E_ C c
9 ci
L
Fill cell with concrete and
(D 45 veil. (typicaD.
R O O F FLAN
Max. sppbar
sh o exceed
Wood
48" unlessnothearwi enoted
see foundation plan notes for
— OVERHANGS
AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
Base
J
spacing at openings
4" concrete slab with fibermesh OR
— ROOF PITCH
AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
Vx6" #10/10 WWM on L mill Visqueen over
- TRUSS SHOP
DRAWINGS TO BE PROVIDED BY MANUFACTURER
clean compacted termite treated fill
- ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
1111=1II1=1II1=1I III 11=1III—IeI FI
14"
74plcal Section at Front Forch
Braden t Braden AIIA, FA
Architects - Planners
-4I1 S.E. Coconut Avenue
Tel (112) 281-8258
Fax (112) 281-8283
E-mail: bradenalas'comcast.net
Stuart FL �S499G ttAA�[�n0032
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
Wynne Building Corp. Date Drawn : Revisions: Sheet Comm st
5-9-11
GARAGE Drawn raven
The Grand Carlton LEFT , 12-2�
C.C.U..
Spanish Lakes Checked bg:
St. Lucie County Florida D.R.B. OF 5