HomeMy WebLinkAboutVela Plansv v
O O O
E.Q. E.Q.
12'-10" Meld verify
TYPICAL SPACING
AT SIDES T
EXISTING CBS
I
ap-
M
I
I&MIM�wo
Strap studs to PT frame using
Simpson H2.5 strap with (10) 8d
nails in each strap
Existing lintel or
beam to remain
2" x 4" top plate
Frame in existing oening with
2" x 8" studs at IV o.c.
Tapcon 2" x 8" PT wood
framing around perimeter of
— opening and attach using (2)
1/4" x 3" tapocns as shown
rn
Strap studs to PT frame using X
Simpson H2.5 strap with (10) 8d w
nails in each strap
Nail 5/8" CDX plywood to exterior
:!E�side
of opening using lod ring shank
V field
New base -board
nails at o.c. and edges.
Finish with stucco to match existing
to match existing profile
OF"ENING FRAME —IN DETAIL
Scale: 1/2" = I'-O"
Strap new studs to exist
plate using Simpson H2.5
Strap at each stud to F
2" x 8" studs with
R-19 batts insulation
between each
Tapcon bucks to wall using
IICi
III -IN
-
Grout sid solid
Ias
needed for
windowI
xlsting
BS wall \to remz(in
Tappcon bucks to wall using
114" dia. x 3" tapcons at
12" o.c. 8" from corners
NEW WINDOW IN EXISTING
OFENING DETAIL
Scale: 1/2" = 1'-0"
5/8" drywall ceiling on
truss bottom cord
1/2" drywall on
2" x 4' studs at 14" o.c.
Finish to match existing
2" x 4" P.T. bottom plate
existing slab
Interior Non —Bearing Partition
Scale: 1/2" = I'-O"
1/8" thick light textured stucco
on plastic lath over house wrap on
19/32" CDX plywood nailed 6" o.c. in
field and on edges w/ 10d ring shank
nails. Color t Texture to Match Existing
Digitally signed by
Daniel R. Braden
Date: 2020.12.03
19:17:38-05'00'
11
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Sheet
3.
OF 1.
Comm
20-21-4
4" concret
6"x6" 1#10/10
clean comp
Dowel I
existing
RE50C
for slab
resistan
clean compacted termite treated fill
Field Verify
12'-10"
Footing
sch&dUl&
Mark
Size
and Description
T-12
Thicken
slab edge to 12"w x 8"d
with (2) 45 bar cont.
W'w x W'd concrete monolithic
and #5 transverse bars at 32"
footin with (2)
o.c. bottom)
#5 rebar continuous
F-2.4
2.4"w x
and #5
W'd concrete monolithic
transverse bars at 32"
footing with (3)
o.c. (bottom)
1*5 rebar continuous
Thicken edge to 12"w x 8"d
with concrete and
(2) 45 bar continuous 4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
12"
T-12 FOOTING DETAIL
#5 bar vert. w/
30" overlap -
at each filled cell
SCALE 1/2" = I'-O"
EE TYPICAL
SECTIONS
�N��o-0
I N
�0_��I U�
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1" concrete slab with fibermesh OR
I" recess for Cx6" #10/10 WWM on 10 mil Visqueen over
waterproofing at slab clean compacted termite treated fill
Poo
Grade
N E
_ W'w x W'd concrete monolithic
m —L;
U
—� footing with (2) 45 bars cont.
and #5 transverse bars at 32" o.c.
—
#
3
W"
0
U-
F-I� FOOTING DETAIL
SCALE 1/2" = I'-O"
W
�o
�U
�
o=3
#5 bar vert. w/
30" overlap SEE TYPICAL
ECTIONS
at each filled cell
TO
4" concrete slab with fibermesh OR
I" recess for 6"x6" 1*10/10 WWM on 10 mil Visqueen over
waterproofing at slab clean compacted termite treated fill
_
m
Ills—
9jO
24 w x 16 d concrete monolithic
m footing with (3) 45 bars Cont.
X
V�
� O
2 N N u
and # transverse bars at 32" o.c.
U
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3 2 4„ 3„
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F 2-4 FOOTING DETAIL
ulllrr ��
SCALE I/2" = I'-O"
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FOUND,4TION LAN
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FOUNDATION NOTES: SCALE: I/�f" = 1'-O"
1.
Any changes to plans must be submitted to the architect for approval prior
fa
to proceeding with construction.
2.
Contractor shall be responsible for verification of all notation and dimensions
prior to start of construction.
3.
ALL Concrete used for slabs shall be 2,500 PSI concrete min., and
ALL Concrete used for vertical filled cells, continuous. tie beams etc..
shall be 3,000 P.S.I. concrete and/or -4,000 F.S.I. grout mix min.
4.
Soil bearing capacity assumed to be 2500 psf and stable. This shall be confirmed
in writing by soil testing report done by others prior to the start of any construction
S.
Verif g all recess thickness at shower floors, all floor finishes as selected by
owner, door sills � thresholds including pocket SCUD frame widths etc... prior
to placing any slabs.
�.
Contractor to provide for Form Board Survey - Form Board Survey
Sheet
to be provided to Truss Company prior to truss construction
1.
ALL Reinforcing steel shall be grade �0, meeting ASTM A-I� and
114.
A-35 specifications. ALL Anchors to be A-301 steel.
8.
Provide a minimum of 3" concrete protection at footings and
OF
1.
Comm 1*
1-1/2" concrete protection at beams for ALL reinforcing bars.
9.
Contractor to provide the Architect with truss shop drawings including
2 0 — 21-4
ALL truss cut sheets showing ALL truss reactions prior to START
OF FOUNDATION WORK for strap and footing size verification.
oo�U�Q........o o\
Digitally signed
®ofL R. BRA
by Daniel R. o 0 ° °
Braden AR 977® cQ
Date: 2020.12.03 �°0°°°°°°
19:17:24-05'00'
Additional
45 bars
Lintel
Bar
Clear
"A
_
Length
Length
Span
Bars
Bars
COVER
V111:3
2'-10"
2'-8"
1'-6"2,#3
none
Precast Lintel
3'-6"
3'-4"
2'-2"
2,#3
none
8F8-OB/IT
Additional
4'-0"
3'-10"
2'-8"
2,43
none
2k5 bars
CLEAR
4'-6"
4'-4"
3'-2"
2,#3
none
COVER One Row of Beam
5'-2"
4'-0"
2,43
none
Block Above
2,#4
none
'
Precast Lintel ' '"
5'-4"
2,#4
none
\ J.
J
i i Additional i i
�'-6"
�'-0"
6'-2"
2,US
none
CLEAR M ----y #S bars '`-----'w
COVER
8FI6-IBAT 8FI6-IB/2T
none
NOTES:
ALL reinforcing steel is grade 60.
I. MIN. COVERAGE OF STEEL = 1.5"
2. MIN. BEARING REQUIRED 9 EA. END = 4"
3. STANDARD FOR REINF. STEEL = ASTM A615 GRADE 60
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Window
Pre-
Rows of
Max.
Max.
Max.
Mark
or Door
Unit
Lintel
Cast -Crete
Stressed
BM Block
Above
Bottom
Top
Gravity
Load
Uplift
Load
Lateral
Load
Width
Size
Specification
Steel
Size
Steel
Size
(PLF)
(PLF)
(PLF)
L20
2'-0"
2'-10"
8F8-OB/IT
NO
1
u5
3069
1569
1642
—
2'-2"
L31
2'-6"
V-9"
8F8-OB/IT
NO
—
1
u5
2561
1363
-163
2'-8"
3'-1"
L45
4'-S"
5'-l"
8F8-OB/IT
NO
—
1
u5
13,49
1016
411
L50
5'-0"
5'-8"
8F8-OB/IT
NO
—
1
u5
1106
909
339
L60
6'-8"
6'-8"
8F8-OB/IT
NO
—
1
u5
1 1011
12-1
5314
L-10
T-O"
T-O"
8F8-OB/IT
NO
—
I
u5
1011
12-1
5314
L80
8'-0"
8'-8"
8F8-OB/IT
NO
—
1
u5
699
591
1 512
L90
9'-0"
9'-8"
8F8-OB/IT
NO
—
1
u5
535
530
401
- 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
13'-11" LONG ARE TO BE PRESTRESSED.
- CONTRACTOR
TO VERIFY ALL LINTEL SIZES BASED ON FINAL
MASONRY
OPENING
SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING
ANY/ALL
LINTELS
2" x 6" PT wood secured with
1/2"dia. x 6" expansion anchors
with 2" sq, washer at 18" O.C.
overhead door track secured to wood
jamb per manufacturer's product approval
ALL GARAGE DOORS AS SPECIFIED IN PRODUCT
APPROVAL ON THESE PLANS. DOORS TO MEET
WIND PRESSURE STATED IN PERMIT INFO BOX ON
THESE PLANS
Garage Door Jamb Detail
NTS
Tip. 1"Iascnrq Flll&d Cell Detail
NTS
S E 4 M SCHEDULE
Mark Size and Description
B1 Two rows of beam block filled with concrete and (1) #5 bar
continuous in each row. Provide precast lintel filled with
concrete and (1) #5 bar per lintel schedule continuous
over openings.
J
,
Illed Cells
(Typical)
1/2"x -4 1/2"
isonry Inspection
Clean Out Hole
O° bend from footing
8 bar dia. lap in wall
Id footing
Dowel (1) 45 bar
w/ 25" min lap
and 6" embed
ete Footing
nts
Filled Cell Masonry Column with One
45 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
Filled Cell Masonry Column with One
45 From Footing To Beam.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Single Filled Cell Column
NTS
Ex
Int
Verify all stucco banding and
trim per elevations
Stucco return
Attach door to block wall with
1/4" dia. x 3" tap -cons with min.
1 1/2" penetration at 12" o.c. max
and 6" o.c, max from each corner thru
I" x 8" PT Buck
See door schedule and
floor plan for size and locations
install door per product approval bg mfg
Drywall return
See typical wall sections for interior
drywall finish notes
verify filled cell count per
floor plans at window jambs
Exterior Door Jamb Detail
NTS
Seal ALL concrete block jambs prior
to buck per F S C R703.8 using any
approved sealant
VERIFY ALL SILL MATERIAL
WITH OWNER PRIOR TO ORDERING
VERIFY ALL ROUGH OPENING
SIZES WITH THEIR RESPECTIVE
MANUFACTURER PRIOR TO
INSTALLING MASONRY
Entegra Bermuda Flat Roof Tile installed per product
approval FLU 1804.2 and evaluation report using
(2) IOd ring shank nails over ppolyglass self adhered
roofing underlayment over 19/32" CDX plywood attached
to trusses per sheeting attachment diagram on roof plan.
Simpson HETA 20 or equal
hurricane anchor at each truss 12
with (10) IOd x 1 1/2" nails
( 24" o.c.) supporting Max. \ 6 SLOPE
1810lbs, uplift
Galt' -Alum Metal drip on
1" x 4" Drip on _
I" x 8" Fascia on
2" x 6" Sub -Fascia
24„
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
5/8" thick light textured
stucco on typical concrete
block construction
#5 bar vert. w/
30" overlap —
at each filled cell
I" Block recess for
waterproofing at
slab (Optional)
Grade
� � "M��� � rH M-7�� rH
TYPICAL SECTION
R-22 Spray Foam Insulation
Drywall return
Sill - verify
material and s
with owner pri
to ordering
PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
( shop drawings by manufacturer )
5/8" drywall w/ smooth finish
I�
Ex
Int
Window Jamb Detail
Verify all stucco banding and
trim per elevations
Stucco return
Attach window to block wall with
1/4" dia. x 3" tap -cons with min.
1 1/2" penetration at 12" o.c. max
and 6" o.c. max from each corner thru
I" x 4" PT Buck
See window schedule and
floor plan for size and locations
install window per product approval by mfg
Drywall return
See typical wall sections for interior
drywall finish notes
verify filled cell count per
floor plans at window jambs
NTS
Lintel - see plans for
size and steel req.
Attach window to block wall with
1/4" dia. x 3" tap -cons with min.
1 1/2" penetration at 12" o.c. max
and 6" o.c. max from each corner thru
I" x 4" PT Buck
stucco return
See window schedule and
floor plan for size and locations
Stucco finish over sill
slope for drainage
Pour concrete sill
over tin cap
Section Window Head Sill
1/2" drywall over I" x furring
strips at 16" o.c, with R-4.Z fyfoil
insulation on typical 8" Block walls
All drywall is per FBC 102.3.1 and
shall meet all pertaining ASTM codes.
Mortar to be Type "M" only.
Provide Dur-O-Rock at all wet
O areas (ex, showers, tubs etc...)
O
Fill cell with concrete and
(1) 45 bar vert. (typical).
Max, spacing shall not exceed
32" unless otherwise noted
see foundation plan notes for
spacing at openings
Typical 4" concrete slab with fibermesh OR
Baseboard 6"x6" 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
I_I I —III 1=1 I�I I —III 1=
Illlllll—ii�=
F-16
SCALE 1/2" = 1'-0"
NTS
30" m1n.
Corner Steel Lap
nts
Digitally signed by
Daniel R. Braden
Date: 2020.12.03
19:16:55-05'00'
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Sheet
D1
OF 1.
Comm #
20-21-4