HomeMy WebLinkAboutAPPROVED Plans - Carlton - Right - Impact (1)8'-1" T.O.B.
2 "
0'-0" = Finished Floor
12
4 1 SLOPE
Metal roofing and underlayment Intstalled per Product Approval
as shown on sheet I over COX decking - see roof sheeting
attachment diagram on roof plan.
5/8" thick x 8"w cut
coral finished stucco bands
LEFT ELEVATION
12 5/8" thick x 8"w cut
H- coral finished stucco bands
3
5/8" thick light textured
stucco on typical concrete
block construction
SCALE: 1/4" = 1'-0"
Metal roofing and underlayment Intstalled per Product Approval
as shown on sheet I over COX decking - see roof sheeting
attachment diagram on roof plan.
3
thick light textured
stucco on typical concrete
block construction
------------------------------------------------------------- 0'-01,
Finish Columns with
5/8" thick cut coral
finished stucco bands
Truss mfg to provide level -
return to be I" short of wall
Aluminum Drip
Edge il Fascia
2" x 4" Sub -Fascia
12"
Kaycan full o vent vinyl soffit installed
per product approval form on sheet I.
12
SLOPE]4
TYPICAL SOFFIT DETAIL
RIGHT ELEVATION
SCALE: 1/4' = I'-O'
Product Approval Submittal Affidavit
Opening Schedule Swing Doors. Overhead Doors, sliding Doors. Windows t Skylights
Opening
NOA/FL
Product
Model u
Manufacturer
Glass
Attachment method
TEST
Expiration
Design Pressure
Type
NUMBER
Date
of Approved Tests
PP
1.2.3
FLU 239.4
Single Hun
g g
SH-1�OOA
PGT
5/16"
1/4" dia. tapcons w/ min. 1 3/8" penetration to be
spaced per product approval. Contractor shall adhere to
+ 65.0/-80.0 PS
44
Impact
min. edge distances specified in Product approval
A
FLU 153�1.�
Overhead
Model 82�4/811
1e'-2' max. width
p,qg
note x ue to concrete blockwith i filled callwit
U $5 bar vert. wing 3/8' x L' Hlti HLC Sleeve anchors at 8' o.c.
th 1.25' dia. we with min. 4' edge distance. Install track to buck
+50.0/-60.0 PSF
Garage Door
g
IL'-2" max height
g
Door C Om en
rig (1) 5/IL' x 1 5/8' full thread lag xrews,n each bracket maintaining
min. of 1.5' edge distance - GC to strictly adhere to product approval
rovide 1/IL' u nut washer on roller afts.
B
FLU 15213.1
Fiberglass
Smooth
Plast-Pro
1/4" dia. tapcon with min 1.25" embedment at L" max
from corners and 14.5" o.c. max. thereafter in jambs.
+65.0/-10.0
Fiberglass
C
F L 4 251.�4
Sliding Glass
Series -110
SGp
PGT
1" nom
1/4" dia. tapcons w/ min. 1 3/4" penetration to be
spaced per product approval. Contractor shall adhere to
+ 60.0 PSF
Door
Type GSA
min. 2 1/2" edge distances specified in Product approval
-
Product
NOA/FL
Model
Manufacturer
Attachment Method
TEST
Expiration
Design Pressure
9
NUMBER
Date
of Approved Tests
For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment
Mullions
FLU 15353.8
CM-18531
vertical mullion
MI Windows
and doors
penetration into each Mull Clip. Attach mull to clip using (4) 410 x 1.25"
self tapping screws per clip as shown in product approval.
+ 118.9 PSF
_
Roof
FLU 33818.2
5V Crim p
Metal Roofing
Gulf Coast Supply
2L a. 5v crimp metal roofing attached to plywood deck using #9-15 x 1.5"
HWH wood screws with self sealing washer at 12" o.c. max spacing per System
Roof Zone
1/2E/2R:
and manufacturing
g
no. 5V-Type I for max pressure -94.25 pat. Install per system 1( type 2
for max. pressure of -131.0 psf. Fasteners shall be installed through underlag-
- q�f.25 PSF
ment and attached to/through ppI wood per sheeting attachment detail on roof
plan. Plywood to be 19/32 G8' X.
2N/3/3E/3R:
-131.0 PSF
Underla
FL 208�6.1
DuPont Protec 160
DuPont
Install two layers of Tyvek horizontal) in shingle style fashion using 4" and
g
L" overlaps. Install using I" dia. metal or plastic cap nails at 12" o.c. along
P g P P g
Tyvek
course and end laps an a single row 24" o.c. along middle line of the field
I.A.W. the product approval installation instructions. Stagger top layer using
24" to full
undercourse strip parallel eave edge and cover with sheet.
Overlapsuccessive sheets b 24" I.A.W. product approval installation instructiens.
Siding
Stucco on Block
Soffit
FLU 16503.1
„
12 Tripple 4
Instal using " x T battens attached to wall using 3/I6" dia.
with I" min. embedment into wall. Attach Soffit channel to wall using
Full-O-Vent Sin le
Kaycan LTD
0.091" dia. x 1.5" T-nails at 12" o.c. per detail C in P.A. Install J"
± 55.6 PSF
SPAN VINYL S_0FFI
channel to bottom of fascia using staples into soffit and same T-nails
at hem and in valle s ber detail A in P.A. (roduct a royal)
I have reviewed
the above and approved It bg mg
seal below. ( Architect or Engineer of Record )
5/8" thick x 8"w cL
coral finished stucco banc
I" x 'I" nailer attached to
level return with (2) 8d
ring shank nails with min. 1.5"
penetration into soffit framing
NTS
5/8" thick x 8"w cut
coral finished stucco bands
Finish Columns with
5/8" thick cut coral
finished stucco bands
SI.u0007 Vrl l.( pir_ai -1/ v ui
block construction finished stucco bands
REAR ELEVATION
Metal roofing and underlayment Intstalled per Product Approval
as shown on sheet I over COX decking - see roof sheeting
attachment diagram on roof plan.
5/8" thick light textured
stucco on typical concrete
block construction
FRONT ELEVATION
2" x 4" top plate 1/2" drywall ceiling on truss bottom cord
1/2" drywall on
2" x 4" studs at 16" o.c.
4" concrete slab with fibermesh OR
6 x(.410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
base -board 2" x 4" P.T. bottom plate
Interior Non-Bearina Partition
ELEVATION NOTES:
- RETURN ALL STUCCO BANDS TO WINDOW
OR DOOR.
nts
SCALE: 1/4' = 1'-0'
-1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails. Substrate
to be 19/32" COX Plywood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
SLOPE 14
--- 5/8" thick x 8"w cut
coral finished stucco bands
-0'-4" A.F.F.
SCALE: 1/4" = 1'-0"
PERMITTING INFORMATION (FORM 100)
2R I. 3E 2N R 2N
Florida Building Code Residential: ITH Edition and ASCE l-Ili for Wind Loading
Building Design is: Enclosed Risk Category II Wind Speed: 145 mph ultimate
Mean Roof Height: 13'-8" Roof Pitch: 4:12 11°-20°)
2E
- I 3E
Pressure Comae icient: ± 0.18
LLLLLLInternal
3E
Sub jectability to damage from: Weathering: Negligible Termites: Veru Heavu
2 2E 5
L
Width of Roof End Zone: 4'-0"
3 3E 4
Wind Exposure Classification: CLL
LL
Adjustment factor for Exposure Height Using Allowable Stress Design and
LL
LL
Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.4WL; 0.6DL+O.6WL
5
Exp Height Ad j Factor: 1.00 x Load Combo Factor 0.4 = 0.4 applied below
GABTC ROOFFROM
GABLE ROOF Components t Cladding Wind Pressure:
Zone: 2E +15.0/-39.0 psf
�N.
Zone: 2R. 3E +15.0/-51.0 psf
2R
Zone: 3R +15.0/-49.0 psf
I 3
2E 2E
HIP ROOF Components t Cladding Wind Pressure:
3
Zone: I +18.0/-31.0 psf
2R
Zone: 2E/3E +18.0/-41.0 psf
2EL 1.
Zone: 2R +18.0/-53.0 psf
Components t Cladding Wall End Zone Width: 3'-O"
LL 2E 5
3
WALL Components t Cladding Wind Pressure: Zone 4: + sf
p g 23.0/-25.0 p
4
Zone 5: +23.O/-31.0 psf
Components t Cladding Wind Pressure (NET) on Garage Door:
5
Zone 5: +32.0/-41.0 psf
HIP ROOF 2:12
Shear Walls Considered for Structure? Yes
To 8.12 PITCH
Continuous Load Path Provided? Yes
O = Roof Zone I
Are Components an Cladding Details Provided? Yes
Walls Zone 4
Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X By Test: psi
This Building Shall Have the Following:
p = REod ND ZONE
2E/2R
APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER:
Walls Zone 5
CORNER ZONE
= Roof Zones 3/3E/3R
ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 pet Attic w/out storage: 10 pet
FLOOR LIVE LOAD: 40 pat FLOOR DEAD LOAD: 1O sf Attic with storage: 20 sf
Roof Zone 2N
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
Digitally signed by
Daniel R. Braden
Date: 2021.08.19
14:42:57-04'00'
11110041
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SHEET NO:
1.
OF 5.
JoB NUMBER:
12-21 B
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FLOOR PL/4N
" AREA CALCULATIONS
TYPICAL NOTES: SCALE 1/4" = 1'-0"
CR/4SH FOST
DETI,41L
Living A/C = 144� sq, ft
1.
Contractor to verify ALL notes and dimensions prior to w.H. =
Water Heater
36" high by 4" diameter
>�I.T.s.
Front Porch =
141 sq. ft.
proceeding with work.
steel crash post. Floor
Flange 4 - 3/8"
Rear Porch =
200 sq. ft.
2.
Contractor to STRICTLY enforce ALL OSHA Requirements.
with
expansion bolts into
Garage =
321 f t.
3.
ALL Lumber to be used as Beam, Rafters, etc... to have
slab (3/8"t 5O ksi steel
plate)
sq.
a minimum 1,400 P.S.I. fiber stress.
6
Total Under Roof=
2108 sq. ft.
4.
No dissimilar metals to touch.
5.
ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
2%2' 2%'"
Total Cubic Ft =
11,F)Id8
ALL Concrete used for vertical filled cells, cont, tie beams etc., to
o
'2
'2
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
m
°
2 ' VTR
�.
Drywall at ceilings shall be leveled and attached to bottom chord
2�2
jl
of trusses with screws per FBC R-102.3.5.
2r2"
2" I
-1.
ALL wood in contact with concrete shall be pressure treated.
° °
MASTER 2 „
BATHAV-i
8.
ALL wall dimensions are nominal and not finished wall or stud dimensions.
9.
ALL plumbing fixtures to be low flow.
'2
2„
LAV-I
I
10.
Contractor to Provide Drain at water heater in accordance
2„
with the current edition of the Florida Plumbing Code.
2"
w"-'
11.
Contractor to Provide a 2'-8" wide door at one bathroom for
WC-1It
handicap accessibility requirements.
2,2-"
2,2"
It
2' VTRJI� 2' AAV
LAUNDRY
11
l-
"
12.
Lowest finished floor to be set by Governing Building Department
�2'
/Z
I
I
BT-I
„
surveyor to set in field.
6
I 2"
KTICHEN
It13.
Separation between residence and garage shall be per FBC R302.Il
LAV-I
14.
Door between garage and residence shall be 1-3/4"t 20 min. rated door
2"
3„
15.
Wall and Ceiling shall have a flame -spread classification of not greater than
200 per 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
BATH �c2
we -I 3"
1-1.
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 C36, C19, C415, C514, C�30, C931 To septic
C1002, C1041,C11-1-1, C1118, C12-18, C1395, or C139and shall be installed
according to the following: (FBC R102.3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Nall sizing o dons for
g p
dr
Spacing
installation of wall into
Maximum
Nails
Screws
wood framing mein ers
2" x min. thickness
Ceiling
Perpendicular
24"
�°
12"
13ga 1 3/8" long with 19/64" head
0.098" diameter x 1 1/4" long
/2
annular -ringed or 5d cooler nail
OR
Walls
Either
16"
all16"
0.080" dia. x 1 5/8" long with
Direction
15/64" head
OR
Gypsum board nail 0.086" dia.
x 15/8" with 9/32" head.
Ceiling
Perpendicular
24"
12"
13ga 1 5/8" bong with 19/64" head
OR
0.098" diameter x 1 3/8" long
annular -ringed or 6d cooler nail
$
OR
Walls
Either
I61,
gII
1611
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 tile surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A13�.1 and A13-1.1
20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM
C1288, C1325, OR C1118 and installe I.A.W. manufacturers recommendations shall
be used as backer for the wall the 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 accompanging smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
Insulation shall comply with F.B.C. R31�.
Window
Schedule
Mark
Size
Rou h Coen.
Window Description
PRESSURE ZONE
I.
4'-5 %8" x 5'-3 %8"
54 %8" x 63%"
Single Hung
ZONE 4
2.
6'-2%8"x 5'-3 !4'15"
x 63 �4"
Single Hung
ZONE 4
3.
2'-2" x 3'-2 1/2"
21 �2" x 3ill
Single Hung
ZONE 4
4.
4'-5 %'1 x 4'-2 %8"
54 %8" x 54 y8"
Single Hung
ZONE 4
ALL
Windows t0 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 bg contractor
with
manufacturer s specs prior to construction
D oor Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-O" X 1'-O"
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-0" X it
41 %"x 83 iq"
Fiberglass Panel - Inswing
ZONE 4
ill X it
14" x 81 �2" f e
oecssC
Sliding Glass Door
ZONE 4
D
2'-0" X Ill
Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2"
E
2'-6" X ill
Solid Core - Wood - 6-Panel
F
5'-On X 6'-8"
Solid Core - Wood - 6-Panel - BI-Fold
G
2'-8" x 6'-8" x I �"
Solid Core Wood, Steel, or Masonite Door 20 min. rated at garage
H
2'-8" X Ill
Solid Core - Wood - 6-Panel
J
2'-6" X 6'-S"
Solid Core - Wood - 6-Panel - BI-Fold
K
2'-8" X Ill
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 Ul
All rough opening dimensions to be verified by contractor
wlth manuf acturer s 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
A. cries
See product approval for
hinge screw into wall req.
Detail 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
lock with case hardened nails
Detail at UJlndows prior to window attachment
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.
Truss mil to pprovide level
return to be I" short of wall
Aluminum Drip
Edge L Fascia
2" x 4" Sub -Fascia 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
5/8" thick light textured
stucco on typical concrete \
block construction
45 bar vert. w/
30" overlap
at each filled cell
12
4
3„ PLUMBING RISER
PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
(shop drawings bg manufacturer)
" \R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall with smooth finish
Two rows of beam block filled with concrete
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" drywall over 1" x furring
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
1 and shall meet all pertaining ASTM codes.
Mortar to be Type "M" only proportioned per FBC Rill
and Mortar Joints shall comply with FBC R4071.2.1.
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with grout and
(U 45 bar vert. (typical).
Max. spacing shall not exceed
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.
.00
II�I-
-il� lil
14"w x 18 Concrete footing
with (2) 45 bars cont. and 45
14" transverse bars at 48" o.c.
TYPICAL SECTION
Scale 1/2" = 1'-0"
Verify sill attachment req.
with product approval on -
sheet I.
ac
v
Head
Bottom Track
SIII
OPTIONAL
PATiO/SLAB
2„
I
N
12" x 12" Concrete column
block filled with concrete and
(2) 41 bars vert. tied Into
lintels above
Covered Porch
8'-0" to q'-I " A.F.F.
Vaulted telling
GR AT
RgoM
I
I
Rod "' Shelf
6,_4„ t
Vanity to E
34 %2 „ high-
'-8" A.F2" x 6" nee -wall 8'-0" to 9 CLOSET I
Vaulted Ceiling I below counter top
DINING I I _
O O M I D� a`� 8" LRod Shelf
�i
Vanity to be I /
34 %2 „ high I .0
(41") O
High Wall
KITCHEN
CID I "
8'-0" A.F.F.
Flat Ceiling
SECOND
m
BEDROOM
N
!�J
O 03
I
C
BATS
X
m
1-1/2
- Uver7ang 8'-0" A.F.F.
N
Flat Ceiling
Upper cabinets to '-o
extend over Ref.
N
�an a Ref.
LJ
H.
Batts sulatic
4"0
Steel Ballard
m
I
I
del
22' 54'
detail on this sheet
>
x
p
Attic Access
Provide auto
L-----�
atlight 1
closer
�<
IS
00 - -
I
22"
EGRESS L'
r- - - - - - - -
o
I I
I I
I I
12'-8"
I N I
I � I
I MASTER I °
BEDROOM
A.F.F.
Coffer Ceiling
o
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H.B.
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Is"
LINEN
0„ 4" 150 mp
m Panel rE GRESS Y GARAGE
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12 x 12 concre
a column block
filled
Iith concrete and
(2) 41 bars vert.
tied
into lintels
above
2„
ling door
ypical Flooring
8'-4" A.F-F-
Flat Ceiling
Block wall in I
garage to be
I struck block I
I I
I I
I
I
I ® I
I I
0
CA
4,-2" 2,_8„ 2,_8„ 3,_5„ 9,_0„
15'-10"
I" x 6" P.T. Buck nailed to
block with case hardened nails
prior to door attachment
Masonry Wall ----------------
Install SGD Frame thru buck into
block using tapcons as stated
in product approval form on sheet I.
Jamb
Sliding Door Detad
At Masonry Wall NTS
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uigitaiiy signecl
by Daniel R.
Braden
Date: 2021.08.19
14:42:44-04'00'
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SHEET NO:
2.
OF 5.
JOB NUMBER:
12-21 B
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FOUNDATION PLAN
STRUCTURAL NOTES: scnLe: 1/9° = i-o°
1.
ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE
II.
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 #5 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-16, t
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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,
6.
SLAB ON GRADE TO BE A MINIMUM -f" 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
16.
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
1-1.
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 -f" = Fb 1,500 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 915 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 flbermesh OR
4,' concrete slab with flbermesh OR
one 45 bar continuous
6 xO/10
on 10 mil Visqueenover
6 x6 410/10 WWM on 6 mil Visqueen over
clean pacted
clean compacted termite treated fill
GRADE
Grade-
P
-
°
I1
m
IIII
IIII
,I IIII IIII11 IIII -�.� I IIII IIII111111 —
IIII 14% x 18"d Concrete footing
-IIII IIII— with (2) 45 bars cont, and 45
3, transverse bars at 48" o.c.
3"
14"
�TyPICAL FOOTING DET,41L
J SCALE 1/2" = 1'-0"
4" concrete slab with flbermesh OR
6 x6 #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
45 bar cont.
Step per
foundation plan
m
3 (2) #5 bars Cont. bottom steel
Io°
12"
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" -
I� �L Tm��
30"x30"xl6" concrete
r column footing with (4)
45 bars each way
30"
3 COLUMN FOOTING DETAIL
SCALE 1/2" = 1'-0"
PORCH SLAB EDGE DETAIL
SCALE 1/2" = 1'-0"
45 bar vert. w/
30" overlap
at each filled cell
45 bar cont. in curb Fill cell with grout and
(U 45 bar vert. (typical).
Max. spacing shall not exceed
Curb height Wood 48" unless otherwise noted
Verify based on Base see foundation plan notes for
foundation plan spacing at openings
4" concrete slab with flbermesh OR
6"x6" 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Grade
I
II � IIII-
11 6 1H
H HH
14% x 18"d Concrete footing
with (2) 45 bars cont. and 45
411 " transverse bars at 48" o.c.
GARAGE CURB DETAIL
II I SCALE I/2" = I'-O"
Contractor to provide
proper foundation chairs
for proper steel installation
2" x 6" PT wood secured with \ Corner Steel L a p
1/2"dia, x 6" expansion anchors
with 2" sq, washer at 18" o.c, overhead door track secured to wood n t S
jamb per manufacturer's product approval
Garage Door Jamb Detail
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.
FOOTING
SCHEDULE
Mark
Size
Description
FI
14"W
x 18"0
MONOLITHIC FOOTING
WITH 2 45 BARS CONTINUOUS
F
12"W
X 12"D
MONOLITHIC FOOTING
WITH (2) 45 BARS CONTINUOUS
F
30"
x 30" x I6"0
COLUMN FOOTING WITH (4) 45 BARS EACH WAY
F4
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 45 BAR CONTINUOUS
F5
14"W
With
x 18"0
Curb at Garage
MONOLITHIC FOOTING
WITH 2 45 BARS CONTINUOUS - CURB 9 0'-0"
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
See Floor Plan For Location Grout fill To Be 3000 PSI
Double Filled Cell Column
NTS
See Floor Plan For Location
:f.
Single Filled Cell Column
NTS
IU OPTIONAL I
o PATIO/SLAB
I
fF
F4 I
J OO 0 0 I I I I I I I I 00 OO
LPi
� F F4 I 3 F� O i FI O
LFilled cell under
girder above i FI
Rear Patio/Slab
I � W 21 to be poured separate —7 L
from the house slab.
I L r I
Thicken footing to
1 24"w x 14"d x 24"L
n I under filled cell FI
D O J under girder bearing.
Dr----- �I----- \ — --- IO
Rear Patio/Slab to
O I be flush with bottom of
_ I sliding door recess.
Slope 1/2"
I
II-i
I II
-i
o' I
I FI I
I to
O I 32'-8"
H.B.
O I 4" concrete slab with fibermesh OR
6 x6 #10/10 WWM on 6 mil Visqueen over o O
clean compacted termite treated fill
I
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— — — — — — — — — —
— o
4"0 Steel Ballard L I # 1
W _/� I ®filled w/ Concrete o3
pal I I QCo- F5
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F4 r00L_________
— —
__—
—
— — — — — — —
— — —
00
00
1.5" Recess for 00
DO
6'
3
� �Garage
F
II 6„ 6,_2„
3,_5„
Door
q,_O„ 31_S„
12" x 12" concrete column block filled
with concrete and (2) #-1 bars vert, tied
into lintels above
IU
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Digitally signed by
Daniel R. Braden
Date: 2021.08.19
14:42:34-04'00'
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SHEET NO:
2-
OP 5.
JOB NUMBER:
12-21 B
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Provide 45 bars with 12" min. lap
into beam and 48 bar dia, into
vert. filled cell.
Provide Cast -Crete
8U16-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.
,
Provide PT Buck
attached per jamb
letails into filled ce
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 OPENINGS IN
CBS WALL
Verify with Plan
Concrete
/Lintel � I
Rebar 48 Bar Dia.
Min. Overlap
Scale: 1/2" = 1'-0"
12"x 12"
Column Block
Rebar
Column to Lintel /4ttachmnt
NTS
BEAM 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 ` ~."I P % •: •� CLEAR Length Length Span Bars Bars
2'-10" 2'-8" 116" 2,U3 none
'�----�' ----1' IL ---- A'
3'-4" 2'-2" 2,U3 none
8F8—OB/IT BPS—IB/IT BPS—IB/2T
Additional `� —0„ 3'-10" 2'-8" 2,43 none
#5 bars
CLEA :` 4'-6" 4'-4" 3'-2" 2,43 none
ne Row of "H"
Block Above 5'-2" 4'-O" 2,3 none
r Precast Lintel r'" _2,4 none
Additional-4" 2,4 none
#5 bars
_1'-0" 6'-2" 2,45 none
8FIL-IBAT 8FIL-I15/2T 2,US none
NOTES:
I. min. coverage of steel=1.5"
2. min. bearing required 0 ea. end=8" ALL reinforcing steel is grade G0.
3. standard for reinf. steel=ASTM A615
TYPICAL LINTEL SECTION
l PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
or D
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"
V-L"
8FIL-IB/IT
ONE
I
#5
I
#5
LII3
3541
2854
L31
Z'_8.
3'-I"
4'-O"
8FIL-IB/IT
ONE
I
#5
1
#5
2431
3019
2128
L45
4'-5"
V-10"
8FIL-IBAT
ONE
1
#5
1
#5
4360
2093
946
L50
W-0"
V-L"
8FIL-IB/IT
ONE
I
#5
I
#5
3480
1880
1204
LLO
6'-8"
1'-6"
8FIL-I5/IT
ONE
1
85
1
#5
2LL1
I1,34
891
L80
8'-O"
T-4"
8FIL-IBAT
ONE
1
85
1
#5
1843
1133
139
L90
9'-O"
10'-L"
8FIL-IB/IT
ONE
1
85
I
1 #5
1533
914
514
L90B
9'-O"
10'-L"
8FIL-IB/IT
ONE
I
#5
1
#5
1533
914
519
1_I00
10'-O"
ll'-4"
8FIL-IB/IT
ONE
I
#5
1
#5
13LL
198
L04
LIOOB
10'-O"
ll'-4"
8FIL-IB/IT
ONE
1
#5
1
#5
1344
198
404
L120
IT-O"
13'-4"
8FIL-IB/IT
ONE
1
#5
1
#5
1015
LOL
433
L120B
IT-0"
13'-4"
8FIL-IBAT
ONE
I
#5
1
#5
1015
(0OL
433
L140
14'-0"
15'-4"
8FIL-IBAT
ONE
1
85
1
#5
1250
485
341
LILO
IL'-O"
IZ'-4"
BPS-IB/IT
ONE
I
#5
I
#5
950
404
251
LILOB
IV-0-
IZ'-4"
8FIL-WIT
ONE
1
85
1
#5
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
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 PIq wood
4. Use nails or screws based on pressure for roof
stated
in zpermit info box on these plans for appropraite roof
ones.
® 4FT
)
TYPICAL
GABLE
A
I THIIPICAL
k
I
® 4 FT_
4 FT
4 FT I
3
1 O
® 4FT 4FT
Ke
Area
Ede
Field
Fastener
Pressure
Zone
I
(it6"
8d
x
2.5"
ring
shank
45 psf
Zone
2E 2R
2N
6"
8d
x
2.5"
ring
shank
16 psf
Zone
3E/3R
8d
x
2.5"
ring
shank
84 psf
ANY
ZONE
6"
6"
#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 t
3LOCKING DETAIL
)ER STRAPPING
TER BEARINGS POINT
1/8" thick light textured stucco installed per
ASTM C 924 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 4" o.c. in field
and edges with 10d 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
f 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 -Fascia 12"
Kaycan full o vent vingl 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
12
4
Aluminum Drip
Edge t Fascia
Flash and Counter
f lash
Nail ledger to
gable end truss
with (2) 10d IIS
at each web
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
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.
Wood
Base
Trusses at 24" o.c.
>e shop drawings
1 others
ceiling transition
,ded using metal studs
erify exact configuration
es
R-30 Batts
-19 batts
Drywall celling
see typical section
C clung transition Insulation Detail
nts
Brace Gable end with 2" x 4" SYP #2
8ft back nailed to bottom
of top chords using (2) IOd
nails at each truss
PRE-ENGINEEIe"4---D WOOD TRUSSES
24"o.c. TYPICAL
( shop drawings bg manufacturer )
O
W
R-30 blown fiberglass
in bottom chord of trusses
-1/2" drywall with smooth finish
Two rows of beam block filled with concrete 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" drywall 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 -per FBC R601.1
and Mortar joints shall coinply with FBC R40-1.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...>
Fill cell with Grout and
(I) bar (typical). ROOF F L
-Max. spacingg shall not exceed/4 I Y
48" unless otherwise noted
see foundation plan notes for spacing at openings — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
— ROOF PITCH AT 412 UNLESS OTHERWISE NOTED ON THIS SHEET
Simpson
HETA 20
Strap truss to wall
using Simpson MGT with
hurricane anchor at each truss
5/8' dia.
threaded
rod with min 12" embedment
( 2�f" o.c.)
supporting Max.into
PP g
beam
(22) IOd
either wet
nails into
set or in epoxy with
truss. Add blocking to
1810
lbs. uplift ETA 20
truss leg
per detail
on this sheet
N
L90
BI
L90 B 1
L90
BI
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---A
Metal roofin and underla ment
intstalled er Product Approval
attachment diagram on roof pla
.
r _ " _ "_ BI
I 1 1
d
Attic Access
with light 1 12
L---_-- SLOPE 4
B1 I I I U up
T ( P
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ted
T
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8'-O" MAX.
IONIC
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12"
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BI I BI I
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Step per foundation plan 4" concrete slab with fibermesh OR
6"x(." 410/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
`9 Slope per foundation plan °D clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E
°
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
- — ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Digitally signed by
III _ I1I, 14„ �I TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Daniel R. Braden
Front
— CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Date: 2021.08.19
F3 T p I c al S e c t I on a t F r on t P or c h PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO
Scale : 1/2" = 1'-0" TRUSS CONSTRUCTION 14:42:23-04'00'
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SHEET NO:
4 .
OP 5.
JOB NUMBER:
12-21 B
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