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HomeMy WebLinkAboutPLANS - 10 KASSABAFLOOR PL,4N
AREA CALCULATIONS
TYPICAL NOTES: SCALE l/4" =
1'-0" CRASH POST DETAIL
g ,4/C =
1,414
I.
Contractor to verifg ALL notes and dimensions prior to W.H.
= water Heater
.
36" high by 4" diameter Front Porch =
153 sq,
ft.
proceeding with Work.
post. 3/8" Rear
steel Flange rRear Porch =
l�� sq.
ft.
2.
Contractor to STRICTLY enforce ALL OSHA Requirements.
with
expansion bolts into Garage =
321
ft.
3.
ALL Lumber to be used as Beam, Rafters, etc... to have
slab (3/8"t 50 ksi steel plate)
sq.
a minimum 1,400 P.S.I. fiber stress.
Total Under
Roof=
2,12.4 sq.
ft.
-4.
No dissimilar metals to touch.
6
Total Cubic
Ft =
11,192
S.
ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
2,," 2,2-"
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
-0
2" VTR
�.
Drywall at ceilings shall be leveled and attached to bottom chord
°3/8'"
2%2"
��
of trusses with screws per FBC R-102.3.5.
2�2„
,
'' I
1211
1.
ALL wood in contact with concrete Shall be pressure treated.
0 O
,
�'
„
12
ST
I MBAATHER
8.
ALL wall dimensions are nominal and not finished wall or stud dimensions.
`i.
ALL plumbing fixtures to be low flow.
1
LAV-I
211
10.
Contractor to Provide Drain at water heater in accordance
1
211
with the current edition of the Florida Plumbing Code.
wM-'
2"
11.
Contractor to Provide a 2'-8" wide door at one bathroom for
2"
LAUNDRY 3° I 2" i
handicap accessibilitg requirements.
2 j2-"
2 j2"
211
1 2"
AAV JILT VTR
12.
Lowest finished floor to be set bg Governing Building Department
%2
�2'
3„ST-1 3"
S-1Lr
1
survegor to set in field.
6„
2„ KTICHEN
2"
1
13.
Separation between residence and garage shall be per FBC R302.�11
LAV-I
Lr
14,
Door between garage and residence shall be 1-3/4"t 20 min. rated door
3
211
15.
wall and Ceiling shall have a flame -spread classification of not greater than 200 pper FBC R302.`i.l
2
I�.
Wall and ceiling finishes shall have a smoke -developed index of not greater than -4 per FBC R302.9.2
3"
we -I BATH #2
11.
All exposed attic insulation materials installed on attic floors shall have a
critical radiant
3" 211
flux not less than 0.12 watt per square centimeter. Exposed foam plastic
insulation
3„ BT-I
materials exposed on the underside of the roof deck or on the attic walls
shall comply P L U M B i N G
RISER
C.O.
FB R I - f b f d d
3`
with C. 3 see permit in o ox o co e e ition
18. G psum board material shall conform to ASTM C3�, C19, C415, C514, C�30, C931
C`%O, C1002, C10-41,C1111, C1118, C1218, C1395, or C139and shall be installed
according to the following: (FBC R102.3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Nail sizingoptions for
p
Installation of drywall Into
Spacing
Nails
Screws
Maximum
wood framing members
2" x min. thickness
Ceiling
Perpendicular
24"
1,,
12
13ga 1 3/8" long with 19/64" head
OR
0.098" diameter x 1 1/4" long
�211
annular -ringed or 5d cooler nail
OR
Walls
Either
16"
81,
16"
0.080" dia. x 1 5/8" long with
Direction
15/64 head
OR
Gypsum board nail 0.08C dia.
x 1 5/8" with 9/32" head.
Ceiling
Perpendicular
24"
�"
IZ"
13ga 1 5/8" long with 19/64" head
OR
0.098" diameter x 1 3/8" long
annular -ringed or 6d cooler nail
811
OR
Walls
Either
16"
g
IC
0.092" dia. xx 1 1/8" long with
Direction
1/4 head
OR
Gypsum board nail 0.0915" dia.
x I 1/8" with 19/64" head.
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.�,
A108.1, A118.1, A118.3, A13�.1 and A131.1
20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM
C1288, C1325, OR C1118 and installeJ I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels in shower areas.
21. insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompan ing smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84
Insulation shall comply with F.B.C. R31�.
UJ Ind Ow
Schedule7
Mark
Size
Rough Op en.
Window Description
PRESSURE ZONE
63%4"
Single Hung
ZONE 4
2.
6'-2%"x 5'-3 %e"
is" x 63 %4"
Single Hung
ZONE 4
3.
2'-2" x 3'-2 1/2"
21 %2" x 38 %8"
Single Hung
ZONE 4
4.
4'-5 %8" x 4'-2 %8"
54 %8" x 54 %e"
Single Hung
ZONE 4
ALL
Windows to be aluminum
windows w/ tint
and mullions per
elevations.
ALL
windows to withstand
pressures in permit info box on
sheet
ALL
windows in bathrooms to
be tempered
All
rough opening
dimensions
to be verified bg contractor
with
manuf acturer s specs prior to construction
D oor S ch�dul�
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
91-011 X 7'-01,
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-0" X 6'-8"
�I %4'"x 83%4"'
Fiberglass Panel - Inswing
ZONE 4
C
6'-0" X 6'-8"
bott
14" x 81 %2" oforecess1
Sliding Glass Door
ZONE 4
D
2'-0" X C-8"
Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2"
E
2'-6" X 6'-8"
Solid Core - Wood - 6-Panel
F
5'-O" X 6'-8"
Solid Core - Wood - 6-Panel - Bi-Fold
G
2'-8" x C-8" x 1 %4"
Solid Core Wood, Steel, or Masonite Door 20 min. rated at garage
H
2'-8" X 6'-8"
Solid Core - Wood - 6-Panel
2'-6" X 6'-8"
Solid Core - Wood - 6-Panel - Bi-Fold
K
2'-8" X 6'-8"
Solid Core - Wood - 6-Panel - Bi-Fold
L
X 6'-8"
BI-FOLD
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 41
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41
All rough opening dimensions to be verified bg contractor
with manufacturers specs prior to construction
install doors thru buck into
block using tapcons as stated
in product approval form on sheet I.
Exterior face Buck to be 2 x 6" PT
of wall / \
Y aries
See product approval for
hinge screw into wall req.
Detall at Door
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
SILL BLOCK PRIOR TO BUCK
INSTALLATION
Install windows thru buck into
block using tapcons as stated
Exterior face in product approval form on sheet I.
of wall
Varies
I"x4" P.T. Buck nailed to
block with case hardened nails
prior to window attachment
Detail at Windows
NTS
Metal roofing and underlagment intstalled per Product Approval
as shown on sheet I over COX decking - see roof sheeting
attachment diagram on roof plan.
12
4 PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
Truss mfg to provide level (shop drawings by manufacturer)
return to be I" short of wall-\
Aluminum Drip
Edge t Fascia
' \R-30 blown fiberglass
2" x 4" Sub-Fascia:::19
V-1/2"
in bottom chord of trusses
12"
drywall with smooth finish
Kaycan full o vent vinyl soffit installed
per product approval form on sheet I.
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
I" x 4" nailer attached to
bar cont. for bottom row over openings
level return with (2) 8d
ring shank nails with min. 1.5"
1/2" dr wall over I" x furring
Pi
penetration into soffit framing
strips a IC o.c. with R4.1 -toll
insulation on typical 8" Block walls
5/8" thick light textured
All dr wall to be installed per FBC R-102.3.1
y
stucco on typical concrete
and shall meet all pertaining ASTM codes.
"M"
block construction
co
Mortar to be Type only proportioned � �pper 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...)
45 bar vert. w/
30" overlap
Fill cell with grout and
at each filled cell
(I) 45 bar vert. (typical).
Max s acin shall not exceed
12'-8"
MASTER
BEDROOM
'0U°i
ao a -a v
v a 8'-O" A.F.F.
u-N Flat Ceiling
0
N
To Septic
H B m Vanity to be
34 %2 " hig
J
rr r J
LINEN
Q O CABINE
W
W ATH
° W o
� O —
o i
m
VentDryer
through wall
d HO
�r
I
N 2" filler —,I N
4,_0
48" unless otherwise noted Masonry Beam
Wood see foundation plan notes for
ase spacing at openings I" x `" P.T. Buck nailed to
4" concrete slab with fibermesh OR block with case hardened nails
prior to door attachment head
6"x6" 410/10 WWM on 6 mil Visqueen over and jambs
clean compacted termite treated fill
Install SGD Frame thru buck into
block using tapcons as stated
Grade in product approval form on sheet I.
L171
f _LI1
I�1 -
11 — 14"w x 18 Concrete footing Verify sill attachment
1II 1111 with (2) 45 bars cont. and 46 with product approval
14 transverse bars at 48 o.c.
sheet I.
T`rFIC/4L SECTION
Scale : 1/2" = 1'-0"
m
I
N
�VCON-
Bottom Track _ ..
36'-O"
10'-0"
Opt. PATIO/SLAB
12'. 10'-0"
\ 12" x 12" Concrete column
block filled with concrete and
(2) 41 bars vert. tied Into
lintels above
Covered Porch
Provide screen infill below
to
9'-8" A.F.F_
Vaulted lelling
GREAT
ROO>�f
0
Rod t ' Shelf
s
N
OD o 2" x 6" knee -wall 8'-O' to 9'-8" A.F.F.
I (Y below counter top faulted Ceiling
c L o E T I DINING
Rod & Shelf 8" /hs R _-
I vanity to be
O° ° �, I 34 %2 "high
KiTCHE>�l High Wall
1 /13, - 0 B/4
38 -
O L - _ 1-1/2" -
� 8'-0" A.F.F.
Uverfiang - -
Flat Ceiling
4,_I„
Upper cabinets to p
extend over Ref.
�l
/ O -11 Batts nsul Lion W H N I N
4"(P Steel Ballard ,,,
See detail on this s eet I W
r — ,# >
Provide auto I 22" x 541, O
closer I Attic Access
with light
L - - - -- '° 22" --�
Meter 150 Amp 4'" 6' o" 03
Panel
EN Ily l`ERGEN
A A C;E E EGRESSY
R
O 8'-4" A.F.F. 00 MT [
-0 Flat Ceiling
O r� N =
Block wall in
garage to be
struck block
O I I
i I I
I I
I
I ® I
TOI I C
0mi 1199 101C
31_51, 91_01, 31_51,
15'-10"
tiding door
I" x 0 P.T. Buck nailed to
block with case hardened nails
prior to door attachment
Masonry Wall
4_1
Install SGD Frame thru buck into
block using tapcons as stated
in product approval form on sheet I.
Jamb
Sliding Door Detail
At Masonry Wall NTS
�i
°
1
I \\ // r
10'-2" O
BATH 42
Rod & Shelf - O'
O W
8'-0" A.F.F.
Flat Ceiling
SECOND m�
BEDROOM -N
24"
�0❑0- ■■I❑o. I I❑o l��
COVERED 12" x 12" concrete column block filled
0 R C with con rete and (2) 41 bars vert. tied
into lintels above \
T2" 12'-6"
2,_8„
21_81,
36'
-O"
o °
5'-2"
12"
~` M
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73
mL
J-1--1
SHEET NO:
2.
OF S.
JOB NUMBER:
22-23 �
Address: 10 KASSABA
°o
R. BRA
Digitally signed by o
o. o o ® ® °
Daniel R. �
Daniel R. Braden o.� °0
° AR �
Date: 2022.01.27 �n
Braden 11:47:25-05'00''�o°p Rom
FCUNGATICN PLAN
36'-0"
14'-0" 10' _0" 12° 10'-O" 12,.
SCALE: 1/4„ = I,-O„
STRUCTURAL NOTES:
1.
ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE
ll.
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
CONSTRUCTION
2.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION
12.
CONTRACTOR TO PROVIDE SOLID FILLED CELL AND 45 BAR VERT. AT
OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF
48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS
CONSTRUCTION
UP TO 5'-11" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS
6'-O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION
3.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
PLAN.
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
13-
DESIGN LOADS ARE AS FOLLOWS:
PROPER ENGINEERING DATA FOR DESIGN.
SEE PERMIT INFO BOX ON SHEET I.
4..
ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
1-4.
ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSIA-35
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
5.
POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
15.
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
IL
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
FOOTING: 3"
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
BEAMS: 1-1/2"
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
11.
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
18.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
Iq.
ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS:
PROCTOR VALUE.
2" x 4" = Fb I,500 PSI 2" x 10" = Fb 1,000 PSI
8.
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 91S PSI
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
20.
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
ATTENTION OF THE ARCHITECT.
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
q.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
21.
CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD
10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS
FLOOR FINISH CHANGES, SPECIALTY EQ. ETC...
45 bar vert. w/
30" overlap Fill cell with concrete and
at each filled c (1) 45 bar vert. (typical).
Max. spacing shall not exceed
48" unless otherwise noted
Wood see foundation plan notes for
Thicken edge to 8"x8"
Base spacing at openings
with concrete and
4" concrete slab
with fibermesh OR
4" concrete slab with fibermesh OR
one 45 bar continuous
6 x0/110 WWM
on 10mil Visqueenover
0e
6 x6 #10/10 WWM on 6 mil Visqueen over
clean pacted
treated
clean compacted termite treated fill
GRADE
Grade
_
-
m
IIII
IIII
14"w x 18"d Concrete footing
with (2) 1*5 bars cont. and 1*5
transverse bars at 48" o.c.
14"
TYPICAL FOOTING DETAIL
J SCALE 1/2" = I'-O"
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
45 bar cont.
Step per
foundation plan
0. T.
3'-'4. I I I /.3 '(2) 45 bars cont. bottom steel
10" I
12'
DETAIL AT GARAGE STEPDOWN
12" x 12" concrete column
block filled with concrete
and (2) t#1 bars vert. tied
into lintels above
Top of footer
16" below finished floor
SCALE 1/2" = 1'-0"
30"x30"xl6" concrete
column footing with (4 )
45 bars each way
SCALE 1/2" = I'-O"
k_ 8 I
PORCH SLAB EDGE DETAIL
45 bar cont. in curb
Curb height
Verify based on
foundation plan
Grade
I =
I—
SCALE 1/2" = I'-O"
#5 bar vert. w/
30" overlap
at each filled cell
Fill cell with grout and
(1) 45 bar vert. (typical).
Max. spacing shall not exceed
Wood 48" unless otherwise noted
Base see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"x6" 1*10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
1111—
14"w x 18"d Concrete footing
with (2) 1*5 bars cont. and 1*5
transverse bars at 48" o.c.
GARAGE CURB DETAIL
1�2,Min , SCALE 1/2" = 1'-0"
Edge
Dist
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
Garage Door Jamb Deta11
GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S
IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
FOOTING
SCHEDULE
Mark
Size
Description
FI
14°W
x 18"D
MONOLITHIC FOOTING
WITH 2 1*5 BARS CONTINUOUS
F
12"W
X 12 D
MONOLITHIC FOOTING
WITH (2) 45 BARS CONTINUOUS
30"
x 30" x 16"D
COLUMN FOOTING WITH (4) 1*5 BARS EACH WAY
F4
8"W
x 8"p
THICKEN SLAB EDGE
WITH 1 45 BAR CONTINUOUS
FS
14"W
x 18"D
MONOLITHIC FOOTING
WITH 2 45 BARS CONTINUOUS - CURB 9 0'-0"
With
Curb at Garage
30" min.
Corner Steel La
nts
#5 From Footing To Beam Each. Filled Cell Masonry Column With One
Grout fill To Be 3000 PSI 45 From Footing To Tie Beam
See Floor Plan For Location Grout fill To Be 3000 PSI
Double Filled Cell Column
NTS
See Floor Plan For Location
Single Filled Cell Column
NTS
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Address: 10 KASSABA
Digitally signed
Daniel R. by Daniel R.
Braden
Braden Date: 2022.01.27
11:47:12-05'00'
SI-IFFY NO:
3,
OF S.
JOB NUMBER:
22-23 B
VWC,
0.
Aft 9770 o o�
n
° °°�°���
Provide 45 bars with 12" min. lap
into beam and 48 bar dia, into
vert, filled cell.
Provide Cast -Crete
8UI6-I13/IT precast -
lintel set in mortar
Min. 8" Bearing
Fill lintel solid with
grout.
45 cont. beam steel to run
through lintel and tie to
down rods in jamb cells.
Provide PT Buck
attached per jamb
letails into filled cel
4" Pre -cast
Sill
rout Filled Cell
Provide 45 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 OPENING IN—
C B S WALL Scale: 1/2" = I'—C"
Verify with Plan
Concrete 12"x 12"
Lintel Column Block
Rebar
Rebar 48 Bar Did_
Min. Overlap
Column to Lintel 4ttachmnt
NTS
SE/4M SCHEDULE
Mark Size and Description
Two rows of beam block filled with concrete and 1 45 bar
BI continuous in each row. Hook vert. bar over top bar with
5 90' bend bar with a 10" min. lap at top bar.
Additional Precast Lintel _ „
45 bars Lintel Bar Clear A B
r r'• �'' q CLEAR Length Length Span Bars Bars
2'-10" 2'-8" I'-6" 2,U3 none
'I
----y ----y ----y
3'-6" 3'-4" 2'-2" 2,U3 none
8F8-OB/IT 8F8-IB/IT 8F8-IB/2T
Additional 4'-0" 3'-10" '- 28" 2,U3 none
#5 bars
CLEAR'}:` 4'-6" 4'-4" 3'-2" 2,#3 none
One Row of "H"
Block Above 5'-4" 5'-2" 4'-O" 2,U3 none
5'-10" 5'-8" 4'-6" 2,#4
Precast Lintel
none
* :..
Additional i 6'-4" 5'-4" 2,U4 none
#5 bars
7'-O" 6'-2" 2,#5 none
8FI6-IB/IT 8FI6-IB/2T 8'-4" �'-10" �'-O" 2,#5 none
NOTES:
I. min. coverage of steel=1.5"
2. min. bearing required 8 ea. end=8" ALL reinforcing steel is grade 6O.
3. standard for reinf. steel=ASTN A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE >
LINTEL SCHEDULE
Mark
Window
or Door
Unit
Width
Lintel
Size
Specification
Rows of
"H" Block
Above
Bottom
Steel
Size
Top
Steel
Size
Max.
Gravity
Load
(PLF)
Max.
Uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
2'-2"
3'-6"
8FI6-IB/IT
ONE
1
#5
1
#5
6113
3541
2854
L31
2'-6" 2'
-8"
3'-I"
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
1
#5
1
#5
3480
1880
1204
L60
6'-8"
1'-6"
8FI6-IB/IT
ONE
1
#5
1
#5
2661
1634
891
L80
8'-0"
9'-4"
8FI6-IB/IT
ONE
1
#5
I
#5
1843
1133
139
L90
9'-0"
10'-6"
8FI6-IB/IT
ONE
1
#5
I
#5
1 1533
914
1 5-19
L90B
9'-0"
10'-6"
8FI6-IB/IT
ONE
I
#5
I
#5
1533
914
579
1_100
10'-0"
ll'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1366
198
604
LIOOB
10'-0"
ll'-4"
8FI6-IB/IT
ONE
I
#5
I
#5
1366
198
604
L120
12'-0"
13'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1015
606
433
L120B
12'-0"
13'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1 1015
606
1 433
L140
14'-0"
15'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1250
485
341
L160
16'-O"
I�'-4"
8F8-IB/IT
ONE
I
#5
I
#5
950
404
25-1
LI60B
I6'-O"
17'-4"
8FI6-IB/IT
ONE
I
#5
I
#5
950
404
25i
- 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 SHEETING
ATTACHMENT
DETAIL
I. Minimum Nail Size =
8d angular
ring shank (min. 2.5" long)
2. Minimum Screw Size = 48 x 2.5"
3. Minimum Sheathing
Thickness 19/32"
COX PI wood
4. Use nails or screws
based on
pressure for roo�
stated
in permit info box on
ones.
these plans
for appropraite roof
4 FT 2E
3�
TYPICAL
GABLE
2
I THIIPICAL
® 4 FT
2R
2E
2R .¢
FT
4 FT I
3
® 4 FT 2E
4 FT
Ke
Area
Edge
Field
Fastener
Pressure
Zone
I
�"
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
#8
x
2.5"
Screw
263 ps
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 using
5/8" dia. threaded rod set min. 12"
into wet beam and (22) IOd nails into truss
R-19 batt
3LOCKING DETAIL
)ER STRAPPING
TER BEARING POINT
1/8" thick light textured stucco installed per
ASTM C 926 over ASTM O 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.
18101bs. uplift
Truss mfg to provide level
return to be I" short of wall —
Aluminum Drip
Edge t Fascia
2" x 4" Sub -Fascia
Kagcan full o vent vinyl soffit install
per product approval form on sheet I.
I" x 4" nailer attached to
level return with (2) 8d
ring shank nails with min. 1.5"
penetration into soffit framing
12" x 12" concrete column
block filled with concrete
and (2) 47 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
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd ils
at each web
5/8II thick stucco on 3/8" hi -
rib lath
12" attached to horizontal and vertical wood
framing with nails or staples to provide
ed 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
Varies - see plan
45 bar vert. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
I� III IIII IIII I IIII IIII
iiii Ills=�Hll
Wood
Base
Trusses at 24" o.c.
see shop drawings
bg others
R-30 Batts Strap truss to wall
using Simpson MGT with
Simpson
HETA 20
5/8' dia.
threaded
rod with min 12" embedment
hurricane anchor
at each truss
into beam
(22) 10d
R-19 batts truss leg
either wet
nails into
per detail
set or in epoxy with
truss. Add blocking to
on this sheet
( 2'f" o.c.)
HETA 20 1810
supporting Max.
lbs. uplift
Frame ceiling transition !�
as needed using metal studs
field verify exact configuration
�i G 7 it and sizes Drywall ceiling
see typical section
Ceiling transition Insulation D&tail
nts
Brace Gable end
with 2" x 4" SYP 31:2
8ft back nailed to bottom
of top chords using (2) IOd
nails at each truss
p
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Brace Gable end
with 2" x 4" SYP 3*2 min.
8ft back nailed to bottom —
of top chords using (2) IOd
nails at each truss
PRE-ENGINEERf-D WOOD TRUSSESO
24"o.c. TYPICAL 1
( shop drawings bg manufacturer ) °p
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Metal roofingand underla ment intstalled per Product Approval
attachment diagram on roof plan,
juul R/A�
3
W L
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22" x 54" 1
Attic Access
I � —
4 SLOPE I with light
L N
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8'-0" MAX.
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pp o ed I I BI
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hor
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sup
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181
lbs.
up$lifl t
L90B
L�0
LI20
0
•
9
O
W
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N
W
blown fiberglass17
�R-30
in bottom chord of trusses
-1/2" drywall with smooth finish
Two rows of beam block filled with concrete
H ETA 20
_and (1) 45 bar cont. in each row. Substitute
precast lintel filled with concrete and (1) 45
bar cont. for bottom row over openings
1/2" dr wall over I" x furring
strips at 16" O.C. with R4.1 fi-foil
-Insulation on typical 8" Block walls
All drywall to be installed per FBC R-102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type "M" only proportioned � �pper
FBC R601.1
and Mortar joints shall comply with FBC R6012.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with Grout and
(U 45 bar vert. (typical).
Max,
ROOF F L/4 N
spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for —
OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
spacing at openings
4" concrete slab with fibermesh OR —
ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
6"x6" WWM on 6 mil over -
TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
tVisqueenreated
clean compacted termite treated fill -
an coin
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 Address: 10 KASSABA
—
TRUSS MANUFACTURER
Di
l
— — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR ga ysgne
�1 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Daniel R. by Daniel R.
14
T I c a l Section c t I on a t Front Porch CONTRACTOR MTBOA DVSDURV Y TO RTRUSS CBOAOMPANY SURVEY RIORD To Braden
`� Braden Date: 2022.01.27
Scale : 1/2" = I'—C" TRUSS CONSTRUCTION
11:47:03-05'00'
,11
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SI-IFFY NO:
OF S.
JOB NUMBER:
22-23 B
PANEL
"A"
Poles
BR
Load
Wire
Description
circa
circa
Description
Wire
Load
BR
Poles
1
20
1.2 kw
U12
Refrigerator
I
Range
#4
12.0 kw
50
2
1
20
1.2 kw
#12
Clothes Washer
3
1
20
1.5 kw
U12
Kitchen S.A.C.
5
6
Dryer
ul0
5.0 kw
30
2
1
20
1.5 kw
412
Kitchen S.A.C.
Z
S
1
20
U12
Bathroom Recepts
9
10
Air Cond sor
#10
5.0 kw
30
2
I
20
1.2 kw
#12
Dishwasher
11
12
1
20
1.2 kw
412
Microwave
13
14
Air Hand1 r
410
5.0 kw
30
2
1
IS
414
General Lighting
I5
16
1
is
414
General Lighting
11
18
WH
#10
5.0 kw
25
2
1
15
#14
General Lighting
19
20
1
15
U14
General Lighting
21
22
GDO
#12
0.81 KW
20
1
1
IS
414
General Lighting
23
24
Spare
Spare
25
26
Spare
Spare
21
28
Spare
Spare
29
30
Spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
at .
Watts
Total(Watts)
General Lighting (3 watts sq. ft.)
Small Appliance Circuit(s)
Range
Refrigerator
Microwave
Dish Washer
Clothes Washer
Clothes Dryer
Water Heater
Garage Door Opener
1-I35
3
5,205
2
1,500
3,000
1
12,000
12,000
1
1,200
1,200
1
1,500
1,500
1
1,200
1,200
1
1,200
1,200
1
5,000
5,000
1
4,500
4,500
1
810
810
Total Watts
35,615
First 10000 Watts 5100%
1
10,000
10,000
Remainder 25,415 ID40%
1
O
10,244
Electric Heat or A/C 10,000 565%
1
10,000
10,000
Calculated Load
Watts
30,246
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 126.02
Panel Size Required = ISO Amps
Electrical Symbol Legend
rj
Single Pole Switch
®
Recessed Can Light
s3
Double Pole Switch
®
Eyeball Recessed
P
Push Button Switch
Exhaust Fan
Duplex Outlet
Ceiling Mounted Light
Special Receptacle
Wall Mounted Light
==9
c
Waterproof ground fault circuit
interrupter
Light with Pull Chain (attic)
®
Floor Duplex Outlet
©
Computer Connection Jack
Fc—m-1
Carbon Monoxide Detector
Flood Light
TQ
Thermostat
I:=
Electrical Panel
©
Central Vac
g
Electrical Meter
®
Smoke Detector
Ceiling fan
0
Television Jack
Telephone Jack
AC DISC
A/C Disconnect
®
1 x 4 Florescent Light
®
2 x 4 Florescent Light
SPKR
Speaker Hook -Up
FB = JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
BALANCED ,SIR
Opt. FAT10/SLAB
149 CFM
IOxlOx6
149 CFM
IOxlOx6
F--I
`N
12xI2xIo
° B/A
14
Sx4x4
54 FM
Vent-thru ____ _
Soffit NTH
FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW
A/C disc.
(3) #1 THHN Copper
2" PVC Schedule
40 conduit 150
AMP
MCS
PANEL AHU
200a rated O
meter can
METER
Intersystem bonding
2" PVC ( FPL )� Termination point
schedule 80
2" rigid service FPL
GEC Bare 96 capper wire
to (2) 8'' Galvanzied
ground rods
ELECTRICAL RISER
#2/0 AL SER Cable
With #1 Grnd
2" PVC Schedule
40 conduit sleeve
into attic
200a rated O
meter can
METER
2" PVC
schedule 80
2" rigid service FPL
A/C disc.
150
AMP
CS
PANEL
Intersystem bonding
Termination point
HU
GECJ7
Bare #6 co)per wire
to (2) 8'-l' Galvanzied
ground rods
W
ALTERNATE SERVICE ELECT. RISER
- Contractor shall
use AL-CU Landing lugs. NTS
- Contractor shall
use AL-CU Landing lugs.
- Contractor shall
torque lugs I.A.W.
- Contractor shall
torque lugs I.A.W.
manufacturers recommendations
Which
manufacturers recommendations which
shall be verified
prior to construction
shall be verified
prior to construction
- Verify AIC/KIC
Rating prior to ordering equipment
- Verify AIC/KIC
Rating prior to ordering equipment
ELECTRIC NOTES:
I. Use copper wire only from panel to devices
2. Provide and wire all required smoke it Carbon
Monoxide detectors.
3. Contractor to verify location of electrical
service and provider.
4. ALL bath and kitchen receptacles to be GFCI protected
5. ALL exterior outlets to be WP/GFCI protected.
6. Recessed cans to be installed per NFPA requirements.
7. Tamper resistant AFCI receptacles are required In
ALL rooms.
8. A/C Return Air Balance Must comply w/ FBC RM1602
9. A/C Refriq�erant lines that are run thru slabs must be
sleeved in -PVC
10. ALL A/C Equipment shall comply with energy calculation
II. All work shall be performed by a licensed electrical
contractor, the completed system shall be full operative.
12. Contractor shall pay for all "fees, permits, testing, and
inspections including blower testing where required.
13, All work shall be coordinated With other trades to avoid
interference with the progress of construction.
14. All required insurance shall be provided for protection
against the public liability and property damage for the
duration of the Work.
NTS
15, Contractor shall guarantee all materials and workmanship
free of defects for a period of not less than two years from
the date of acceptance or certificate of occupancy, or one
year from closing sale of house.
Correction of defects shall be completed without additional
charge and shall Include replacements or repair of any
other phase of installation that may have been damaged.
16. It is not the Intent of these plans to show every minor detail
of construction. The contractor shall furnish and install
all items for a complete electrical system and provide all
the requirements necessary for the equipment to be placed in
proper working order.
11. All Work shall be done in accordance with the N.E.C. and
shall comply with all local codes and ordinances, and shall
meet all standard requirements of the local electric utility
and telephone company.
18. The electrical system shall be completely and effectively
grounded as required by the latest edition of the N.E.C.
19, All material shall be new and shall bear underwriters'
labels Where applicable.
12xI2xI0
B/A
F--I
9 CFM
8x4x4
— — — — J
P0
IN
L — — — — —
162 CFM
12x6x1
Covered Porch
C 1R
fi�0011
Con
208 CFM on' c er Registers 208 CFM
on ceiling fan
IOxlOxl 1 IOxIOx�
12"
D I N i N 0
1 fi�00>�f
F-
LI,>F —22" x 54"o
Attic Accesswith light IL-----rISO ,4m '
P s CFr
0 4R 4C;
r-----------------�
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
201x20 15 CFM
j R7�1 8x4x4
1 �Ceinling; 4 T H
I
T I
I
I
I
I
I
1 l i 146 CFM
I O x6 x6
COVERED
PORCH
20. All equipment and panel sizes shall be verified before
ordering. The contractor shall provide circuit routings to
suit the job conditions.
21, Furnish and install all fixtures as called for on the plans
or as selected by others.
22, All raceways and pipes placed in or through any concrete
slab shall be spaced a minimum of three diameters of the
largest conduit or pipe from any other service.
23, All exposed wire below 9'-I" shall be installed in metal EMT
conduit.
24. Dryer Vents to be installed per
FBC RM1502
S E C 0 N D
\ B�Dfi�001�f
I
1\ j 12xl2x8
B/A
Exhaust Duct
Thru Soffit
�H.B_
-- Vent thru Exhaust
Soffit Duct Thru
Wall
w.p. G FI
Install oulet
under disc. �—
not shown or Cl
clarity
E L E 7
Post Light with"-'-'
Photo cell I
N � p
No UQ
Q U
H.B. Z O
I I I
Exhaust Duct , n
Thru Soffit fQ v,
v
N
W 0
p
Z IlU 00 M " O
< CA U
00 00 s
< C rr <
E_ � I Z NN
##
Wire For
Front Post U r r
Light O r r
T L 1LL -tl�l LL
U N
0)
n�
�.l
SHEET NO:
E - I
OF S.
p ° u1
JOB NUMBER:
N �
o> 22-23 S
Addre s: 10 KASSABA
Daniel RDigitally signed by
Daniel R. Braden
Braden Date: 2022.01.27
11:46:53 05'00'
O
U
1-�-1
U
VI