HomeMy WebLinkAboutAPPROVED PLANS - 31 ECUADOR WAYFLOOR PL/4N
41,
TYPICAL NOTES: SCALE 1/4" = I'-C" I< >I CRASH POST DETAIL
1. Contractor to verify ALL notes and dimensions prior to N.T.S.
p Water Heater 36" high by 4" diameter
proceeding With work. steel crash post. Floor
2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8"
expansion bolts Into
3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksl steel plate)
a minimum 1,400 P.S.I. fiber stress.
4. No dissimilar metals to touch. 6
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 0
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.i. grout mix
�. Drywall at ceilings shall be leveled and attached to bottom chord
of trusses with screws per FBC R102.3.5.
7. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
11. Contractor to Provide a 2'-8" wide door at one bathroom for H HI
handicap accessibility requirements. 2'/2" 2r2"
12. Lowest finished floor to be set by Governing Building Department %2" 6 �2"
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R302.�
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
15. gall and Ceiling Shall have a flame —spread classification of not greater than 200 Der FBC R302.9.1
1�. Wall and ceiling finishes shall have a smoke —developed index of not greater than 450 per FBC R302.9.2
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
materials exposed on the underside of the roof deck or on the attic Walls Shall comply
with F.B.C. R31� — see permit info box of code edition
18. Gypsum board material shall conform to ASTM C3�, C19, C'415, C51'4, C�30, C931
C`I`�0, C1002, C1041,Cll11, C1118, C1218, C1395, or C139and shall be installed
according to the following: (FBC R102.3.5)
Dr wall
Thickness
Location
Orientation
Framing
Member
Max, spacing
of fastener
Nail sizing options for
installation of drywall into
S acin
Maximum
wood framing members
Nails
Screws
2" x min, thickness
Ceiling
Perpendicular
24
-100
12"
13ga 1 3/8" long with 19/64" head
OR
0.098" diameter x 1 1/4" long
/2
annular -ringed or 5d cooler nail
OR
Walls
Either
161,g
16
0.080" di . x 1 5/8" long with
Direction
15/6,V head
OR
Gypsum board nail 0.086" dia.
X 15/8" with 9/32" head.
Ceiling
Perpendicular
24"
-1"
12
13ga 1 5/8" long with 19/64" head
OR
0.098" diameter x 1 3/8" long
annular -ringed or 6d cooler nail
/
OR
Walls
Either
161,81,
161,0.092"
dia. xx 1 1/8" long with
Direction
1/4 head
OR
Gypsum board nail 0.0915" dia.
x 11/8" with 19/64" head.
19, ALL ceramic tile 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 gypsum backers in accordance with ASTM
C1288, C1325, OR C1118 and installed 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 accompanying smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
Insulation shall comply with F.B.C. R31L
install doors thru buck into
block using tapcons as stated INSTALL VULKEM BLOCK SEALANT
Install windows thru buck into in product approval form on sheet I.
block using tapcons as stated Exterior face Buck to be 2 x 6" PT ON ALL JAMB, HEADER, AND
Exterior face In product approval form on sheet I. of wall SILL BLOCK PRIOR TO BUCK
of wall Varies INSTALLATION
-/VVaries
See product approval for
I"x4" P.T. Buck Walled to hinge screw into wall req.
block with case hardened nails
prior to window attachment Detail [� t Door
7) ., + ,1 + Ill.- A ., , , .
NTS
Window
Schedule
Mark
Size
Rough Coen.
Window Descrl tion
PRESSURE ZONE
I.
4'-5%a"x 5'-3 %a"
54%8"x 63%4'
Single Hung
ZONE 4
2,
6'-2�,s"x P-3 %a"
15" x 63 i4'
Single Hung
ZONE 4
S.
2'-2" x V-2 1/2"
21�/2"x 38%"
Single Hung
ZONE 4
4.
4'-5%s"x 4'-2%a"
54%a"x 547a"
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 1
ALL
windows in bathrooms to
be tempered
All
rough opening
dimensions
to be verified by contractor
with
manufacturer s specs prior to construction
Door Schedule
1
Mark
s1Ze
Rough Opening
Door Descrl tion
PRESSURE ZONE
A
9'-0" X 1'-0"
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-0" X 6'-8"
41 %4"x 83%
Fiberglass Panel - Inswing
ZONE 4
C
6'-O" X 6'-8"
�4x 81 �2", r e;Ltom
"
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 C-8"
Solid Core - Wood - 6-Panel
F
5'-0" X 6'-8"
Solid Core - Wood - 6-Panel - Bi-Fold
G
2'-8" x C-8" x 1 %,"
Solid Core Wood, Steel, or Masonite Door 20 min. rated at garage
H
2'-8" X C-8"
Solid Core - Wood - 6-Panel
J
2'-6" X C-8"
Solid Core - Wood - 6-Panel - 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 by contractor
With manufacturers specs prior to construction
2 %2" 2 �,"
'/2" r2„
O
X3/8" � 2%2"
4"
2 �2"
O 0--
'I
2„
Recess top plate 4% x 3/8"d
for steel support angle
see detail on this sheet
Steel countertop support an
Install 6" from each end and
one in center of counter.
see angle detail
1/2" drywall
Counter top - verify type
with contractor
Base cabinet
2" x 8" wood studs
at 16" o.c.
2" x 8" PT wood plate
KITCHEN ISLAND FRAMING DETAIL
12"
Verify attachment
hole location with GC
prior to fabrication
3/8" thick 6„
steel bracket
COUNTER TOP BRACKET DETAIL
V VTR 2„I
I JIL MASTER 1
1 BATH 2" I I
KITCHEN�� I LAV-11
wM-1 I
I
' ji�V LAUNDRY 2, I 3 I� i i LAV-I 1 2„
2" 1 1 I I 1
LAV-I I LAV-I 12" 1
2" „ 2"
2„ 2c-1 J
2 2„ SHWR-1 3"
2 we-1 3„ I
2° T-I
BATH #2 3" C.O.
3"
SANITARY RISER
nts to septic/
sewer system
Metal roofing and underlagment intstalled
per Product
Approval
NTS 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
12
( 24" o.c.) supporting Max.
4
PRE-ENGINEERED TRUSSES
1810lbs. uplift
at 24"o.c. TYPICAL
Truss mfg to provide level
(shop drawings by manufacturer)
return to be I" short of wall
Aluminum Drip
Edge & Fascia
R-30 blown fiberglass
2" x 4" Sub -Fascia
Vl\in
bottom chord of trusses
12"
I/2" 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 (I) 45 bar Cont. In each row. Substitute
precast lintel filled with concrete and (1) 45
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" drywall over 1" x furringg
penetration into soffit framing
strips at 16" o.c, with R4.1 fl-foil
insulation on typical 8" Block walls
5/8" thick light textured
=
All dr wall to be installed per FBC R102.3.1
y
stucco on typical concrete
and shall meet all pertaining ASTM codes.
"M"
block construction
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. spacing shall not exceed
Wood 48" unless otherwise noted Masonry Beam
see foundation plan notes for
ase spacing at openings
I" x 6" P.T. Buck nailed to
4" concrete slab with fibermesh OR block with case hardened nails
6"x6" 410/10 WWM on 6 mil Vis ueen over prior to door attachment head
and jambs
clean compacted termite treated fell
�y Install SGD Frame thru buck into
Grade v block using tapcons as stated
. o 1n product approval form on sheet I. LI ` �6E��IELI:: I �-'
I,
I'
- l 14"w x 18 Concrete footing
with (2) 45 bars cont. and 45 Verify sill attachment I
transverse bars at 48" o.c. with product approval <
sheet I.
TYPiC/4L SECTION
Scale 1/2" = P-0"
�L
Head
6111
12" x 12" Concrete column 12"
block filled with concrete and
(2) #-1 bars Vert. tied Into
lintels above
°
o
101
o�
0)
I
Opt. PATIO/SLAB
35'-0"
112" 8'-10%2"
Filled cell under
girder above _
PORCH 6
WIRE LATH t STUCCO
CEILING
0
0
8'-0" to 9'- A F F
MASTER
BEDROOM
8-0" A.F.F.dL
Flat Ceiling
Vaulted Ceiling Rod t Shelf
in
C:REAT� 41,
ROOMIcc
J
o1 OSE
r I Rod t Shelf
N
WASHER DRYEi2 2"
LO
LAUNDRY
8'-0"
to 9'-8" A.F.F.
Vaulted
Ceiling
[DINING�
0
ROOM
b
I
I I 34n�2"hgh
3/8" thick steel
I
counter tors to
overhang wall 1.5" <r
I I
cou
ter top supports
90"
5'-3" 4"
counter
to
s to e4
e9
overhang
wa 11.5"
6„
6
PANTRY
CAB
[ — —
—
—4" m
DW L
LP
+41" high wall
KiTCHEN
8'-0" to 9'1" A.F.F.
O `� Vaulted �eiling pper cabinets to I
extend ove Ref.
MICROWAVE
NON VENT REF.
38"
H.B. L — — O CLEAR 24
— OPENING m
m
— — —
N 1114
m -II Batts Insulation
A / C W.H.
Provide auto
41 0 4"0 Steel Ballard closer
See detail on this sheet E
r 22" x 54" 1 ?�
Attic Access O = 1
with light 1 a Q O
L - - - - - w XI z - i I cal 8'-0" A.F.F.
8'-O" A.F.F. , Flat Ceiling
Flat Ceiling q
ARACE J
Vanity to be
34 %2 "high
6'-4" I I °�
� � U
— (J)e
O 9'-5"
Lo
42Lin
" 18„
3lock wall in
I2'-8„
O
THiRD
m
BEDROOM
'IQIII���
arage to be O E111 MT 110 0 [
struck block 2,_8„ [�
EMERGENCY
r----------------� EGRESS
Di
O I I
I I
I I
I I O I
I I 0 -
I I cc
� I I
I I I
LO I I
O I I O
UIE11 El 119 0G
A
2'-8" 9'-O" 2'-8" 6'-4"
35'-O"
lidmg door
I
L
I" x 6" P.T. Buck nailed to
block with case hardened nails
prior to door attachment
Masonry Wall 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
12'-8"
�r
I
/
L
R-II Batts Insulation
Provide auto 150 Amp
closer Panel
r-----------------�
C
0
41.25" x 82.5" I
I ough opening M
I for this door II
°
O
I
b
I
11G0LP CART
I GARi4GE
13'-0"
O
I IV
C
E1161
Al
119 0�
2'-8"
91-01,
H.B.
O
0
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4-3
IL
SHEET NO:
OF 5.
JOB NUMBER:
21
Square Footage Breakdown �C°fQOo
0
Total A/C Space = 1,753 sq. ADDRESS: 17 Ecuador Way ° °�'oo�
Covered Porch Total = 212 sq. ft. 00 k��� ��°°�I`
Garage = 459 sq. ft. Digitally signed by
Under Roof Total 2,484 s ft. °
q" Daniel R. Braden o. ' o AR9770 °o�
tea_ Date: 2021.07.22 �000�°°°°o o��o c
Total Cubic Ft = 14,024 11:49:06-04'00'
FCUNEDA7CN FL,4N
12" x 12" concrete column block filled
with concrete and (2) 1*1 bars Vert. tied
Into lintels above
12", 8'-10 %2"
v
Opt. PATIO/SLA 1
nF4 35'-0„ O I
2, 8'-10%2" '
a
v 10'-O" F4
15'-3"
STRUCTUR.4L MOTES:
1. ANY CHANGES TO THE 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 PRIOR TO START OF
CONSTRUCTION
3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
`�.. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
5. POISON SOIL AND COVER W/ MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
1. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
9. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
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 0) 45 bar vert. (typical).
Max. spacing shall not exceed
48" unless otherwise noted
SCALE: 114" = 1'-0"
II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND 45 BAR VERT. AT
48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS
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
PLAN.
13. DESIGN LOADS ARE AS FOLLOWS:
SEE PERMIT INFO BOX ON SHEET I.
14. ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-I6, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL.
I5. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
1� LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
19. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM
SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS:
2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI
2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 915 PSI
20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH
TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD
Termite Protection for New
Construction as per P.B.C. R318.1
CONTRACTOR TO REFERENCE F.B.C-R
FOR FURTHER REQUIREMENTS
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 x0/10 on 10
0emil Visqueen
over
6 x6 clean
#10/10 WWM on 6 mil Visqueen over pacted
ll
clean compacted termite treated fill GRADE
Grade - _
I, 14"w x 18"d Concrete footing ,� PORCH SLAB EDGE DETAIL
—I with (2) 45 bars cont, and 45 rf=
3„ transverse bars at 48" O.C.
3"
� ,
14"
TYPICAL FOOTING DETAIL
J SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
> x> 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
45 bar cont.
Step per
foundation plan
N b
m
(2) 45 bars cont. bottom steel
lo°
12"
2 DETAIL AT GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
12" x 12" concrete column
block filled with concrete
and (2) #1 bars Vert. tied
into lintels above
Top of footer
16" below finished floor
12"
Tr 17
— III!-
30"x30"xl6" concrete
- column footing with (4)
—IIII IIII 95 bars each way
3'
30"
3 COLUMN FOOTING DETAIL
SCALE 1/2" = 1'-0"
1*5 bar cont. in curb
Curb height
Verify based on
foundation plan
45 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" 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Grade
70,
III
-I _4_ 14"w x 18"d Concrete footing
-�3 transverse bars at48"
5 bars
cont. and #5
t
GARAGE CURB DETAIL
1%"
2Min. SCALE 1/2" = I'-o"
Edge
I I Up
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 approva
Gdrage Door Jamb Detail
E
O
M
Contractor to provide
proper foundation chairs
for proper steel installation
30" min.
Corner Steel Lap
nts
GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S
IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
45 From Footing To Beam Each. Filled Cell Masonry Column With One
Grout fill To Be 3000 PSI 45 From Footing To Tie Beam
FOOTING
SCHEDULE
Mark
Size
Description
FI
14"W
x 18"D
MONOLITHIC FOOTING
WITH 2 45 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) 45 BARS EACH WAY
F4
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 1*5 BAR CONTINUOUS
14"W
x 18"D
FS
With
Curb at Garage
MONOLITHIC FOOTING
WITH 2 45 BARS CONTINUOUS - CURB 9 0'-0"
See Floor Plan For Location Grout fill To Be 3000 PSI
Double Pilled Cell Column
NTS
See Floor Plan For Location
Single Pilled Cell Column
NTS
0
i L!-J LJl I 11uIu._' 11__1 1 1 1IJIJ L�1_1_
O � — — — —— FI C
I
I FI I
0 1 4
°
L Fi
i
J 2Thicken footing to
O I 4"w x 14"d x 24"1 I C
1 under filled cell 1
under girder bearing.
FI I
I�
I�
0
I�
O 4" concrete slab with fibermesh OR
1 6"x6" 410/10 WWM on 6 mil Visqueen over
1 clean compacted termite treated fill I C
� I
I
I WASHER DRYEi2 �
I FI I
01
IC
II-i
I 1
I
-i
II
-i
I
I
-i
II°
I FI
�I
I
DW ICI I
01
Filled cell under
girder above
o
p Rear Porch Slab to
W — be poured separately
Ofrom House Slab.
0 0I IMIO O O
I FI Rear Patio/Slab to
1 be flush with bottom of
0 sliding door recess.
O I Slope I"
II_i
I
_i
I
_i
'I
-; FI
_i
I
_i
I°
II
F-
I
IF
I
11
I°
4" concrete slab with fibermesh OR FI
6"x6" 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
MICROWAVE 1 0
NON -VENT REF 1
H B O I 0 38" CLEAR
OPENING
00 2
W
A/C H.
# 1 0 4"0 Steel Ballard
1 See detail on this sheet
01 m F
IL
O
O
I
N
OI
of
I
v
1 FS
L— — — — — — — —
) O 1.5" Recess for
I Garage Door
H.B.
FS
14.25" Step
I O
I
S
ep
I -
1
I >
I
�I
I; =1
1 �-
10
I
I
I
FI
I
I
Meter and
— _ a-
panel
n either side of
1
0
.�.tt
O
°
O
- — —
O O
— — — —
— ----J
ouse field verify
service location
�.5 tep
1
O
1
1
5.5" S ep
=
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1.5" Recess for
O 0E
Garage
Door
5"
Step
5"
tep
2'-8„ 2'- 8
ADDRESS: 17 Ecuador Wdy
Digitally signed by
Daniel R. Braden
Date: 2021.07.22
i 11:48:55-04'00'
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SHEET NO:
3,
OP S.
JOB NUMBER:
21-197 S
Provide #5 bars with 12" min, lap
into beam and 48 bar dia. into
vert. filled cell.
Provide Cast -Crete
81.116-IB/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.
IVA
Provide PT Buck
attached per jamb
letails into filled cel
4" Pre -cast
SIII
rout Filled Cell
Provide #5 bars with 12" min. lap
into footing and 48 bar dia. into
vert, filled cell.
:o
_Concrete Footing
See foundation plan for
for exact sizes
DETAIL AT WINDOW OFENING IN
CBS 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 Lint&l /4 ttachm&nt
NTS
BEAM SCHEDULE
Mark Size and Description
Two rows of beam block filled with concrete and 1 #5 bar
B1 continuous in each row. Hook vert. bar over top bar with
#5 90' bend bar with a 10" min. lap at top bar.
i
Additional Precast Lintel
#5 bars Lintel Bar Clear "A4"
�' 4" CLEAR Length Length Span Bars Bars
M' M
i
i i i 2'-10" 2'-8" I'-6" 2,3 none
----y 4L-----0 ----�'
3'-4" 2'-2" 2,U3 none
8F8-OB/IT 8F8-IB/IT 8F8-IB/2T
Additional 4'-0" 3'-10" 2'-8" 2,U3 none
#5 bars
CLEAR 3'-2" 2,U3 none
One Row of "H"
Block Above 5'-2" 4'-0" 2,U3 none
0" 5'-8" 4'-6" 2,U4 none
141
Precast Lintel
Additional 2,U4 none
#5 bars
7'-6" 7'-0" 6'-2" 2,US none
81=I6-I1BAT 81=I6-6/2T2, 5 none
NOTES:
I. min. coverage of steel=l.5"
2. min. bearing required 9 ea. end=8" ALL reinforcing steel is grade 60.
3. standard for reinf. steel=ASTM AL15
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
Slze
Max.
Gravity
Load
(PLF)
Max.
Uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
2'-2"
3'-6"
8FI6-IB/IT
ONE
I
tt5
I
tt5
6113
3541
2854
L31
2'-6"
2'-8„
3'-1„
4'-0"
8FI6-IB/IT
ONE
1
#5
I
#5
2931
30-19
2128
L46
4'-5"
5'-10"
8FI6-IB/IT
ONE
1
#5
I
#5
4360
2093
946
L50
5-0"
6-6"
8FI6-IB/IT
ONE
1
#5
1
#5
3480
1880
1204
L60
6'-8"
7'-6"
8FI6-IB/IT
ONE
1
#5
I
#5
2661
1634
891
L80
8'-0"
9'-4"
8FI6-IB/IT
ONE
1
#5
I
#5
1843
IG3
-139
L90
9'-0"
10'-6"
8FI6-IB/IT
ONE
1
#5
1
#5
1533
914
5-19
L90B
9'-0"
10'-6"
8FI6-IB/IT
ONE
I
tt5
I
tt5
1533
914
5-19
1_100
10'-0"
ll'-4"
8FI6-IB/IT
ONE
1
#5
I
#5
1366
-198
604
LIOOB
10'-0"
ll'-4"
8FI6-IB/IT
ONE
1
#5
I
#5
1344
-198
604
L120
12'-0"
13'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
10-15
606
433
L120B
12'-0"
13'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
10-16
(.06
433
L140
14'-0"
15'-4"
8FI6-IB/IT
ONE
1
#5
I
#5
1250
485
341
L160
W-O"
I7'-4"
8F8-IB/IT
ONE
1
#5
I
#5
950
404
251
L160B
16'-0"
11'-4"
8FI6-IB/IT
ONE
I
tt5
I
tt5
950
404
251
- 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'-0" LONG ARE TO BE PRESTRESSED.
HIP ROOF:
SHEETING
ATTACHMIENT
DETAIL
I.
Minimum Nail Size =
8d angular
ring shank (min. 2" long)
2. Minimum Screw Size
= 48 x 2"
3. Minimum Sheathing Thickness 19/32"
COX PI
wood
4. Use nails or screws
based on pressure for roof stated
in permit info box
on these
pins for zone 3
0
4 FT 2E
30
TGABLE
A
2N
I
< 2
TYPICAL
3®
� --- 4 FT 2R ---
2E
I
2R 4
FT R
2N
F 4.�
A%
IL
4 FT
Q
4
FT 2E
4 FT77
Ke
Zone
Edge
Field
Fastener
Pressure
I
�"
�"
8d ring shank
45 psf
2E, 2R
8d ring shank
�6 psf
2N/3E/3R
8d ring shank
84 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 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 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 she,
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
Truss mfg to provide level
return to be I" short of wall
Aluminum Drip
Edge t Fascia
2" x 4" Sub -Fascias 12"
Kaycan full o vent vinyl soffit installed
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) #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
4
12
F
4
Aluminum Drip '
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) 10d mls
at each web
Trusses at 24" o.c.
see shop draw
by others
-30 Batts
-19 batts
C
I
r
Ce111n
'Frame ceiling trans
as needed using metal studs
field verify exact configuration
and sizes
Drywall ceiling
see typical section
transition Insulation Detail
nts
Brace Gable end
with 2" x 4" SYP 42
8ft back nailed to bottom
of top chords using (2) IOd
nails at each truss
PRE-ENGINEERED WOOD TRUSSES
24"o.c. TYPICAL
( shop drawings by manufacturer )
" �R-30 blown fiberglass
5/8" thick stucco on 3/8" hi -rib lath in bottom chord of trusses
attached to horizontal and vertical wood
framing with nails or staples to provide 1/2" drywall with smooth finish
no less than 1-3/4" penetration into
horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete
into vertical wood framing members and (1) 45 bar cont In each row Substitute
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
Slope
per
foundation
plan °0
-IIII IIII IIII I II II - IIII IIII IIII IIII IIII
F3 T�b�c�
precast lintel filled with concrete and (1) 45
bar cont. for bottom row over openings
I/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.
W Mortar to be Type "M" 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...)
Fill cell with Grout and
(I) #5 bar vert. (typical).
Max. spacing shall not exceed
Wood 48" unless otherwise noted
see foundation plan notes for �,
Base spacing at openings PRviJod
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 detail on this sheet
Simpson HETA4 20
hurricane anchor at each truss
( 2-4" o.c.) supporting Max.
TAA20 E1810 lbs. uplift
N
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77
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L90B
L90B
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SLOPE �{
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BI L31
2"
I Met roof g and u
as shown on sheet I
tach nt dia ram
der
e
n ro
ment intstalled per Product Approval
CDX decking - see roof sheeting
f Ian.
H
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BI L31
22" x 54"
BI 1 AtticAccess
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12 I / L31
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ETA 20
Provide for
�p u
utter S I
ET,4 20
p son H E T A4 20
Provide downspout '
anchor at each truss
-)
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4 concrete slab
6"x6" 410/10 WWM
with fibermesh OR
on 6 mil Visqueen over
( -/ t o.c.) subborvnci I"lax.
- OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON T$�1� I I -I
J,
Zclean compacted
termite treated fill
— ROOF PITCH AT -f:12 UNLESS OTHERWISE NOTED ON THIS SHEET
- TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
WEIARCHITECT
-
- ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
FOR APPROVAL IN WRITING PRIOR TO STARTING A&D(S_80N1.7
Ecuador Way
°
-
ALL TRUSS TO TRUSS CONNECTIONS BY
II
TRUSS MANUFACTURER
ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
Digitally signed by
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
Daniel R. Braden
S c t f On a t r cn t
P Or c h
- CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO
Date: 2021.07.22
Scale : 1/2" = 1'-0"
PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO
11:48:43-04'00'
TRUSS CONSTRUCTION
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SI-IFFY NO:
OF S.
JOB NUMBER:
21-197 B