HomeMy WebLinkAbout20-182 Evans 12-30-20 All/ Revised Plans 2I
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4" concrete slr i3°�ibermesh ® ► "A" I r=
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clean compact -ter-mite treated fill
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H.B.
ETER
FOUND/4TION FL/4N
FOUNDATION NOTES: SCALE: 114" = I'-O"
1. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2S00 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
-4. Verify all recess thickness at showers, tile, etc....
S. Contractor to provide filled cell with concrete and I US bar Vert. at 48"
o.c. max. f rovide (1) filled cell on each side of openings upp to S'—II" wide.
Pg
Provide (2) filled cells on each side of openings s from �i —O" to 9' —Il"
and F�rovide (3) filled cells on each side of o enie s from 10' —0" and u
Contractor to see plans for an other condition used. Foundation walls p
shall have filled cells at 24" o.c. unless otherwise noted (see section)
L Contractor to provide for Form Board Survey — Form Board Survey
to be provided to Truss Company prior to truss construction
7. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade �0, meeting ASTM A—I� and
A-3S specifications. ALL Anchors to be A-307 steel.
9. F�rovide a minimum of 3 concrete protection at footings and
1-1/2 concrete protection at beams for ALL reinforcing bars.
10. Contractor to pprovide the Architect with truss shop drawings including
ALL truss cut sheets showin ALL truss reactions prior to START
OF FOUNDATION WORK for strapand footing size verification.
g
4" concrete slab with fibermesh OR
6 x6 #10/10 WWN on 10 mil Visqueen over
clean compacted termite treated fill
O 6" min.
b 45 bar cont.
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12„ (2> 1*5 bars cont. bottom steel
16"
DETAIL AT GARAGE STEI=DOWN
Scale: 3/4" = 1'-0"
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SEE TYPICAL
�ECTIONS
Inn -4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
Grade
N E . III
m
16"w x 16"d concrete monolithic
footingg with (2) 45 bars cont.
and #5 transverse bars at 32" o.c.
3 16"
F-l� FOOTING DETAIL
SCALE 1/2" = 1'-0"
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DATE DRAWN
8-I1-20
ion DRAWN BY:
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A.B.K. C.C.U.
W CHECKED BY:
D.R.B.
MODEL:
SERENITY
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GARAGE
RIGHT
Q SHEET
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Digitally signed by OF q.
Daniel R. Braden �A JOB NUMBER:
Date: 2020.12.31 pq 2 0 —18 2
09:55:22-05'00'
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l�fark
T-8
Thicken
slab edge to 8" x 8"
with (1) US bar cont.
f-1
1�11w x 1�"d concrete monolithic JootinQwith (2) 45
and 45 transverse bars at 32O.c. (bottom)
rebar continuous
F-2.4
Thicken
slab to 2,4"w x 24"1
x 1�"d with (3) 45 bars each
way
f-3
3�11w x
bottom
3�1 x 12"d
steel.
concrete
pad footing with US
rebar at
8" O.c. each
F—�O
�O"w x
bottom
�0 1 x Ii�"d
steel.
concrete
pad footing with US
rebar at
8" O.c. each
F-80
80"w x
bottom
80"1 x Ii�"d
steel.
concrete
pad footing with US
rebar at
8" O.C. each
Hang beams On columns using
Simpson MBHA 3.56/11.88 with
(1) 3/4" dia. ATR top and face
with min. T" embedment set in
Simpson ET Epoxy Tie Adhesive
Bloeam with I"x as needed to
fill hanger
Stra Girder truss to wall using Sim son
GT strap with (1) 5/8" dia. ATR
embeded 12" min, in concrete and
(22) IOd nails into wood beam
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L31 BI cli I BI
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11'-0" High 1
Tray Ceiling
BI
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L31 BI
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Hang beams on columns using
Simpson MBHA 3.56/11.88 w-it
(1) 3/4" dia. ATR top and face
with min. T" embedment se in
Simpson ET Epoxy Tie Adhe ive
12
6 ISLOPE
B2
/
11' 0" High
Tr y C cling
C —'4
mim
L20 L90
BI BI
LU
O N
BI (2) HETA 2
®rs-,
USE
0110,11mo
Metal Sales Manuf turing Inc 5v Mexal Roofing
Installed per FL #11 0.1 over PoKolass Self
dhered rooting sgstelR, instal e per
o er I9/32" CDX plyw oil a ached to trusses
embeded 12" min. In concrete and
(22) IOd nails into wood beam
EN IN ER D RU S S
T 24 .c. YPICA
� h p d awm s b ma ufa ture )
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Ceiling at 12'-0"
Strap beams to columns
using Simpson HETA 20
at each beam end
Strap Beam to walls
usingg Simpson HUC 212-2 /
with (3) I/4" x 2" tapcons
in each flange into concrete
I strap with (1) b/6" dia. A I K
embeded 12 min, in concrete and
(22) IOd nails into wood beam
all
BI L45I:
BI L45
BI L45 i
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BEAM SCHEDULE
Mark
Size and Description
BI
Two rows of beam block filled with concrete and 1 45 bar
continuous in each row. Provide precast lintel filled with
concrete and (1) #5 bar cont over openings
B2
(2) 2" x 12" SYP #2 PT
B3
(3) 2" x 12" SYP #2 PT
B4
One row of beam block filled with concrete and 1 #5 bar
continuous in each row. Provide precast lintel filled with
concrete and (1) 45 bar cont over openings
STRAPPING SCHEDULE
HETA 20_
SIMPSON HETA 20 hurricane
anchor at each truss supporting
Max. 1810 lbs. uplift. Strap shall
have (9) IOd x I I/2" nails.
HET,4 20
STRAPPING SCHEDULE
HTS 20
Simpson HTS 20 hurricane
anchor at each truss (24" o.c.)
supporting Max. 1450 lbs.
uplift w/ (20) IOd nails
HTS 20
TRUSS BRACING NOTES
Contractor to brace all top and bottom chords in floor
and roof trusses in the following manner:
- install first row of truss bracing 36" from exterior walls
and spaces 12" o.c. thereafter top and bottom chords
install bracing on any top or bottom chord which is longer
than 12" in clear span.
All truss bracing to be 2" x 4" wood and shall be attached to
top of bottom chord and on bottom of top chord of trusses.
MEMO lirralow
ROOF SHEETING
ATTACHMENT CETAIL
I. Minimum Mail Size =
8d ring
shank (min. 2"
long)
2. Minimum Screw Size
= #8 x
2"
3. Minimum Sheathing Thickness
19/32" CDX
PI wood
4. Use nails or screws
based on
pressure for roof stated
in permit info box
on these
plans
for zone
3
Key
Area
Edge
Field
Fastener
Pressure
Zone 1
8d ring shank
45 psf
Zone 2
41,
8d ring shank
% psf
Zone 3
.4"
�{"
8d ring shank
8.4 psf
** Zone 3a
#8 wood screw
112.5 psf
- :0��\EL * �-`IMF^✓
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TYPICAL ROOF NOTES: Scale 114' = 1'—O" DATE DRAWN
8-11-20
Overhangs shall be 2'—O" unless otherwise noted on this sheet DRAWN BY:
Roof pitch shall b& unless otherwise noted on this sheet 14.S.I<.�C.C.U.
Truss shop drawings to be provided by manufacturer W CHECKED BY:
Any changes to this plan shall be submitted to the D.R.B.
architect for approval in writing prior to starting construction. MODEL:
ALL TRUSS TO TRUSS CONNECTIONS BY SERENITY
TRUSS MANUFACTURER � G��,��E
Architect to review Truss Shop Drawings Prior RIGHT
to construction for layout and uplift verification Q SHEET
Contractor to provide for Form Board Survey and to provide Q
Form Board Survey to Truss Company prior to truss construction
Contractor to provide the Architect with truss shop drawings inc u ing
ALL truss cut sheets showing ALL truss reactions prior o T RT Digitally signed b � o� q.
OF: FOUNDATION WORK for strapp and footin�gg size v r i c on. Daniel R. Braden � JOB NUMBER:
— TRUSS DEFLECTION SHALL NOT EXCEED 0.5 � rs &.•2020.12.31 A4 20-182
— TRUSS LENGTH NOT TO EXCEED 35' 09:55:51-05'00' � D,�rinhil
-usses spaced per truss
nufactures plans
1Pical splice
ttach bracing to truss chord
ing (2) IOd nails in all
cations
x 4" wood bracing
Use nails
or screws based on pressure
for
roof stated
in permit
info box on these plans for
zone
3
Additional Precast Lintel
#5 bars Lintel Bar Clear "A "B"
Length Length Span Bars Bars
r ' .• ,'M N N .� CLEAR
- 2'-10" 2'-8" I'-6" 2,3 none
4-----y �-----� �-----y CLEAR
3'-4" 2'-2" 2,u3 none
8F8-0B/IT 8F8-IB/IT 8F8-IB/2T
Additional 4'-O" 3'-10" 2'-8" 2,u3 none
#5 bars
CLEAR •`�' 3'-2" 2,u3 none
fOnen,Row of "H"
D.
k Above '-"5'-2" 4'-O" 23 none
none
Precast Lintel N'G .�
none
i i Additional i ' i
CLEAR US bars '� ----�'
�'-6" 7'-0" 6'-2" 2,tt5 none
8FI6-IB/IT 8FI6-I13/2T
NOTES: T-0" 2,:a5 none
I. min. coverage of steel=Ls"
2. min. bearing required 51 ea. end=8" ALL reinforcing steel is grade 60.
3. standard for reinf. steel=ASTM A615
TYPICAL LiNTEL SECTION
( PRECAST CONCRETE )
LiNTEL SCHEDULE
Window
Rows of
Max.
Max.
Max.
or Door
"H" Block
Gravity
Uplift
Lateral
Mark
Unit
Lintel
Cast -Crete
Above
Bottom
Size
Top
Size
Load
Load
Load
Width
Size
Specification
�� ��
Steel
Steel
(PLF)
(PLF)
(PLF)
L22
2'-2"
3'-b"
8F8-OB/IT
I
u5
3069
1569
1024
L31
2'-6"
4'-0"
8F8-OB/IT
1
#5
2561
1363
-163
2'-8„
1
3'-1"
L45
4'-5"
5'-10"
8F8-OB/IT
1
#5
1105
909
339
L50
5'-O"
6'-6"
8F8-OB/IT
1
#5
1238
835
-121
L60
6-8"
T-6"
8F8-OB/IT
1
#5
1011
i2_1
534
L80
8'-0"
9'-4"
8F8-IB/2T
I
1 #5
2
#5
152
591
1 512
L90
9'-0"
10'-6"
8F8-IB/2T
1
#5
2
#5
643
530
401
L90B
9'-0"
10'-6"
8FI6-IB/2T
ONE
I
u5
2
u5
1533
1183
401
LI00
10'-0"
ll'-4"
8F8-IB/2T
1
#5
2
#5
582
494
452
LIOOB
10'-0"
ll'-4"
8FI6-IB/2T
ONE
1
#5
2
#5
1 1366
1028
452
L120
12'-0"
13'-4"
8F8-IB/2T
1
#5
2
#5
4-11
428
324
L120B
12'-0"
13'-4"
8FI6-8/2T
ONE
1
#5
1 2
#5
10,115
7110
324
LI40
I4'-0"
15'-4"
8FI6-IB/2T
ONE
1
#5
2
#5
1250
609
259
LI60
I6'-0"
IT-4"
8F8-IB/2T
1
#5
1 2
1 #5
300
192
194
L160B
16'-O"
IT-4"
8FI6-IB/2T
I ONE
1
#5
1 2
1 45
950
500
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.
- CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY
OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING
ANY/ALL LINTELS
Diagonal bracing to be
2" x 4" to span
8'-0" from gable et "
nailed to each truss
2" x 4" bracing to sp
8'-0" from gable end
each truss with (2) IC
See typical wall sectic
construction
/4 BLE E N ED ULI /4
gray
L L EDET/4
19/32" CDX plywood sheeting
nailed per roof sheeting attachment
detail on roof plan sheet
Soffit and fascia - see
typical section for exact details
2" x 4" sub -fascia
1/8" thick light textured stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails. Substrate
to be 19/32" CDX Plywood nailed at 6" o.c.
in field and edges with IOd ring shank nails into studs.
ClarkDietrich XJ15 Double-J
expanded flange galvanized control
oint attached to pl wood using
d ring shank nails (2) in each corner
and at 16" o.c. thereafter with min.
I" penetration into studs
1L (12
Cambrdige Asphalt Shingle Roofing installed
per product approval FLU 30310.1 over Polyglass self adhered
roofing underlayment over 19/32" CDX plywood attached
to trusses per sheeting attachment diagram on roof plan
N T S
F-2-f
Section at Entr_q Forch
Scale 3/4" = 1'-0"
sr
Cambrdlge Asphalt Shingle Roofing Installed
per product approval FLU 30310.1 over Polyglass self adhered
roofing underlayment over 19/32" CDX plywood attached
to trusses per sheeting attachment diagram on roof plan
Dowel (1) #5 bar
w/ 25" min lap
and 6" embed
ete Footing
M iss Tie Down F, &aair
nts
Girder Truss
3 1/2" x 3 1/2" x 1/4" thick
steel column
10" x 10" x 5/8" thick base plate
with (4) 5/8" dia. x 8" A.B.
preset in concrete slab
4 3/4" wide x 12" high x 8" long x 5/8" thick
steel column cap prewelded to steel column.
Provide 1/8" dia. predrilled hole for (3)
5/8" dia. thrubolts.
ADJUST CAP WIDTH AS
NEEDED TO MATCH GIRDER
THICKNESS - VERIFY WITH
TRUSS SHOP DRAWINGS PRIOR
TO FABRICATION
3 1/2" x 3 1/2" x 1/4" thick
steel column
5/8" dia. x 8" a.b. preset
in concrete slab
I�� 10" x 10" x 5/8" thick base plate
prewelded to column
Base Detall
Secondary Pour 14" x 14" square
to recess bolts
Footing - see foundation plan for
size and steel requirements
Tublcal Steel Column Detail
MAX. UPLIFT = 6,000 Ibs nts
MAX. GRAVITY = 10,000 Ibs
Wood truss bottom chord
26 ga. top track screwed to
studs using (2) Type "S" screws
each side of each stud
Attach to trusses using (2) #8
screws at 48" o.c. max
v
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3 %8" 26 ga. G.I. metal stud
blocking at mid -span of studs
a
0
0
n
R
rn
\1/2" drywall
3 %" 26 ga. G.I. metal stud
at 16" o.c.
>
tr
26ga bottom track screwed to
studs +using (2) Type "S" screws
each side of each stud
Typical base
INTERIOR WALL SECTION
nts
nts
Simpson HTS strap at each truss
suppporting Max. 1450 lbs. uplift
(2�f) IOd x 1 1/2" nails in each strap
Galt' -Alum Metal drip on
I" x 3" Beveled Drip on
2" x 8" Fascia,
1/2" thick light textured trowel on stucco
finish applied to 1/2" dense glass screwed to
soffit framing using 410 x 2" SS screws at
6" o.c. field and edges
Hang beams on columns using
Simpson MBHA 5.56/11.88 with
(1) 3/4" did. ATR top and face
with min. 7 embedment set in
Simpson ET Epoxy Tie Adhesive
grade
12
;o SLOPE
Beam S2
Column C-1
�I I I�� �✓I I I�� �4'I I Ill--�i I I -� ...�...:. ::'. ;:�.: - r..
tH�---+�H---� -
F-36
Section at Rear F orch
Cambrdige Asphalt Shingle Roofing installed
per product approval FLU 30310.1 over Polyglass 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) 10d x 1 1/2" nails
( 24" 10lb supporting g Maxim 6
18101bs. uplift \
Galt' -Alum Metal drip on
I" x 4" Drip on _
I" x 8" Fascia on `p
2" x 6" Sub -Fascia
1/2" thick stucco on 3/8" hi -rib lath
attached to horizontal and vertical wood
framing with nails or staples to provide
no less than 1-3/4" 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
ZY
base
board
Trusses at 24" o.c.
see shop drawings by others
-0" T.0
A.F.F.
4" concrete slab with fibermesh OR
"xd" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Scale 3/4" = 1'-0"
6" min. of R-22 spray foam insulation on
bottom of roof sheathing in compliance with ICC-ESR-1826
dated Feb. I, 2012. Install DC 315 Intumescent coating
per section 4.3.2 of ICC test noted above to comply
with 15 min. thermal barrier requirements.
TYPIC/4L SECTION
PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
( shop drawings bg manufacturer )
6/8" drywall with smooth finish
1/2" drywall over I" x furring
strips at 16 o.c. with R6 foam panel
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 air wet
areas (ex. showers, tubs etc...)
Fill cell with concrete and
(1) #5 bar vert. (typical).
Max. spacing shall not exceed
32" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 6 mil Visqueen over
—clean compacted termite treated fill
Scale : 1/2" = 1'-0"
Digitally signed 1
Daniel R. Braden
Date: 2020.12.31
09:56:20-05'00'
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DATE DRAWN
2-12—I4
DRAWN BY:
,4.B.K_�C.C.u.
CHECKED BY:
D.R.B.
MODEL:
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SHEET
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JOB NUMBER:
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A/C disc.
ground to rebar in slab
E L E C T R I C;4 L
PANEL
/1/4//
Poles
BR
Load
Wire
Description
circ#
circ#
Description
Wire
Load
BR
Poles
2
40
1.0 kw
48
A/C comp
1
2
Double O en
1*8
8.4 kw
40
2
3
�{
2
30
3.5 kw
#10
AHU
5
6
Cook Top
#8
kw
40
2
Z
g
2
30
4.5 kw
#10
40 gal. water HTR
9
10
Dryer
48
5.0 kw
30
2
II
12
1
20
1.5 kw
#12
Microwave
13
14
Irr. Pump
412
1.8 kw
20
2
1
20
1.5 kw
412
Kitchen S.A.C.
15
16
1
20
1.5 kw
412
Kitchen S.A.C.
I
18
Dishwasher
1*12
1.2 kw
20
1
1
20
1.2 kw
412
Clothes Washer
19
20
Refrigerator
412
1.2 kw
20
1
1
20
0.81 kw
1*12
Garage Door Opener
21
22
M. Bed, M. Bath LGT
414
15
I
I
20
0.81 kw.
412
Garage Door Opener
23
24
Living, Study, Foyer LG7
414
15
1
1
20
412
Master Bed Recept
25
26
Family, Bath 1*2 LGT
1*14
15
I
1
20
412
Master Bed Recept
21
28
Bed 42, Bed 43,
Laundr , Dining LGT
414
15
1
1
20
412
Living Recept
29
30
Kitchen Lighting
#14
15
1
1
20
412
Bed 42 recept
31
32
Garage Lighting
1*14
15
I
1
20
412
Bed #3 Recept
33
34
Exterior Lighting
41.4
15
1
1
20
#12
Garage Recept
35
3�
spare
1
20
#12
Smoke Detectors
31
38
spare
1
20
#12
Exterior Recept
39
40
spa
s are
41
42
s are
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lighting (3 watts sq. ft.)
Small Appliance Circuit(s)
Cook Top
Micorwave
Refrigerator
Dish Washer
Double Oven
Clothes Washer
Clothes Dryer
Water Heater
Irrigation Fump
Garage Door Opener
2890
3
8,00
2
1,500
3,000
I
1
1,100
1,100
1
1,200
1,200
1
1,200
1,200
1
8,400
8,400
1
1,200
1,200
I
5,000
5,000
1
4,500
4,500
1
1,800
1,800
2
810
1,620
Total Watts
44,390
First 10000 Watts 5100%
1
10,000
10,000
Remainder 34,390 5140%
1
O
13,156
Electric Heat or A/C 10,000 565%
1
10,000
10,000
Calculated Load
Watts
33,7156
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 140.65
Panel Size to be Installed = 200 Amps
ELECTRICAL FLAN
ELECTRIC NOTES:
I. Use copper wire only, no aluminum.
2. Provide and wire all required smoke detectors.
3. Contractor to verify location of electrical service and provider
-4. ALL paddle fans shall be on a rheostat.
S. Recessed cans to be Installed per NFPA requirements.
�. ALL Branch Circuits that supply 125v single phase 15 amp or 20
shall be protected by Combination -Type AFCI Circuit Breakers.
1. Tamper resistant AFC[ receptacles to be Installed in ALL rooms
Kitchen, Bathrooms, and Garage.
SCALE: 1/4" = P—O"
amp outlets
8.
ALL bath and
kitchen and
garage receptacles to be GFCI protected.
9.
ALL exterior
outlets to be
Wf /GFCI protected.
10,
A/C Return
Air Balance
Must comply w/ F.B.C. Mechanical 2010 ed. and
current version of any supplements to the 2010 ed.
11. A/C Refrigerant Imes that are run thru slabs must be sleeved in PVC
12. ALL A/C Equipment shall be 15 SEER
13. Provide Disconnects at ALL appliances (water heater, A/C units, and
ALL other equipment as required by N.E.C.)
14, A/C Ducts in Garage shall be metal or l" thick minimum rigid nonmetallic Class 0 or
Class I duct or other approved material and shall have no openings Into the garage.
15. Smoke Alarms shall be Installed in the following locations:
a) In each sleeping room.
b) Outside each separate sleeping area in the immediate vicinity
c) On each additional story of the dwelling
** ALL Smoke Alarms shall be interconnected and hardwired
Digitally signed by
of the bedrooms. Daniel R. Braden
* * Date: 2020.12.31
09:57:16-05'00'
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DATE DRAWN
8-11-20
con DRAWN BY:
�
A.B.K. C.C.U.
W CHECKED BY:
D.R.B.
MODEL:
SERENITY
2 CAR
GARAGE
RIGHT
Q
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SHEET
�1
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OF q.
JOB NUMBER:
A4
20-182
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