HomeMy WebLinkAboutAPPROVED,Plans - Windsor - Right Rear - Impactt
Metal roofing and underlayment intstalled per Product Approval
as shown on sheet I over CDX decking - see roof sheeting
tachment diagram on roof plan.
3/8" thick light textured
.tucco on typical concrete
12
block construction
SLOPE]4
5/8" thick x 8"w cut
coral finished stucco bands
RIGHT 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.
12
4 SLOPE
2"
o.H. ra PER GRESS
3
0'-0" = Finished Floor
------------------- ---------------
LEFT ELEVATION
5/8" thick light textured
stucco on t9plcal concrete
block construction
5GALE: I/1V = 1'-U-
Product Approval Submittal Affidavit
Opening Schedule Swing Doors. Overhead Doors. Sliding Doors. Windows t Skglights
Opening
NOA/FL
Product
Model �
Manufacturer
Glass
Attachment method
TEST
Expiration
Design Pressure
9
Tgpe
NUMBER
Date
of Approved Tests
1.2.3
FLU 239.4
Single Hun
g g
SH-1100A
PGT
5/16"
1/4" dia. tapcons w/ min. 1 3/8" penetration to be
spaced per product approval. Contractor shall adhere to
+ 65.O/-80.0 PS
t4
Impact
min. edge distances specified in Product approval
A
FLU 15311.E
Overhead
Model 824/811
Is'-2" max. width
DAB
nits x uc to concrete blockwith i i e cellwith
) u5 bar vert. using 3/8' x L' Hdu HLC Sleeve anchors at 8' o.c.
th 1.25" dia. washers with min. 4' edge distance. Install track to buck
+50.0/-60.0 PSF
Garage Door
g
18'-0" max height
g
Door C Om an
rig fU 5/IL' x 1 5/8' full thread lag screws m each bracket maintaining
min. of 1.5' edge distance - GC to strictly adhere to product approval
rovlde/IL' pushnut washer on roller shafts,
B
FL# 15213.1
Fiberglass
Smooth
Plast-Pro
1/4" dia. tapcon with min 1.25" embedment at b" max
from corners and 14.5" o.c. max. thereafter in jambs.
+65.0/-10.0
Fiberglass
C
FLU 251.4
Sliding Glass
Series -1�0
SGD
PGT
I" nom
1/4" dia. tapcons w/ min. 13/4" penetration to be
spaced per product approval. Contractor shall adhere to
+ 60.0 PSF
Door
Type G5A
min. 2 I/2" edge distances specified in Product approval
-
Product
NOA/FL
Model u
Manufacturer
Attachment Method
TEST
Design Pressure
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
26 a. 5v crimp metal roofing attached to plywood deck using 49-15 x 1.5"
HWI� wood screws with self sealing washer at 12" o.c. max spacing �er System
Roof Zone
1/2E/2R:
and manufacturing
g
no. 5V-Type I for max ressure -94.25 psf. Install per system V type 2
for max. pressure of -ISI.0 psf. Fasteners shall be installed through underlag-
- g4.25 PSF
ment and attached to/through I wood per sheeting attachment detail on roof
plan. Plywood to be 19/32 CfYX.
2N/3/3E/3R:
-131.0 PSF
Underlay
FLU 20816.1
DuPont Protec 160
DuPont
Install two layers of Tyvek horizontally in shingle style fashion using 4" and
V overlaps. Install using I" dia. metal or plastic cap nails at 12" o.c. along
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" undercourse strip parallel to eave edge and cover with full sheet.
Overlap successive sheets by 24" I.A.W. product approval installation instructicris.
Siding
Stucco on Block
Soffit
FLU 16503.1
„
12 Tripple 4
Full-O-Vent Single
Kaycan LTD
Installusing " x battens attached to wallusing / 6" dia.
with I" min. embedment into wall. Attach Soffit channel to wall using
55.6 PSF
0.091" dia. x 1.5" T-nails at 12" o.c, per detail C in P.A. Install X
±
SPAN VINYL S-OFFI
channel to bottom of fascia using staples into soffit and same T-nails
at hem and in vallegs detail- A in P.A. (product approval)
_p.jr
I have reviewed
the above and approved It b9 mg
seal below. ( Architect or Engineer of Record )
COVERED
PORCH
Finish Columns with /
5/8" thick cut coral
finished stucco bands
Truss mfg to pprovide level -
return to be I" short of wall
Aluminum Drip
Edge t Fascia
2" x 4" Sub -Fascia
Kaycan full o vent vinyl soffit installs
per product approval form on sheet I.
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
REAR ELEVATION
211 \�1" x 4" nailer attached to
level return with (2) 8d
77 ring shank nails with min. 1.5"
penetration into soffit framing
TYPICAL SOFFIT DETAIL
NTS
5/8" thick x 8"w cut'
coral finished stucco bands
Metal roofing and underlayment intstalled per Product Approval
as shown on sheet I over COX decking - see roof sheeting
attachment diagram on roof plan.
12
4 [_SLOPE
�
n
1/2" drywall ceiling on truss bottom cord
2" x 4" top plate
1/2" drgwall on
2" x 4" studs at 1(." o.c.
4" concrete slab with fibermesh OR
6 x6 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
base -board 2" x 4" P.T. bottom plate
Interior Non -Bearing Fdrtltlon
nts
ELEVATION NOTES:
RETURN ALL STUCCO BANDS TO WINDOW
OR DOOR.
12
SLOPE 14
5/8" thick x 8"w cut
coral finished stucco bands
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.
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
PERMITTING INFORMATION (FORM 100)
I. 3E N R
2R 2N
Florida Building Code Residential: 1TH Edition and ASCE 1-It. for Wind Loading
Building Design is: Enclosed Risk Category: II Wind Speed: 145 mph ultimate
Mean Roof Height: II '-8-8" Roof Pitch: 4:12 11°-20°)
`
2ELLLLLL 3E
I LL
Internal Pressure Comae cicient: ± 0_I8
3E __
Subjectability to damage from: Weathering: Negligible Termites: Vero Heavu
2WL LL2E 5
Width of Roof End Zone: 4'-0"
3 .4LL L 3E
Wind Exposure Classification: C
LL
Adjustment factor for Exposure Height Using Allowable Stress Design and
Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.4DL+O.4WL
5
Exp Height Ad j Factor: 1.00 x Load Combo Factor 0.4 = 0.6 applied below
GABLE B:I�OPITCHM
ua
GABLE ROOF Components t Cladding Wind Pressure:
ressZone:
l 2E +15.0/-39.0 psf
Zone: K 2R, 3E +15.0/-51.0 psf
2R
Zone: 3R +15.0/-69.0 psf
2R I 3 2E
HIP ROOF Components t Cladding Wind Pressure:
2E 3
Zone: 1 +18.0/-31.0 psf
2R
Zone: 2E/BE +18.0/-41.0 psf
2E-
Zone: 2R +18.0/-53.0 psf
3 I 2R
Components t Cladding Wall End Zone Width: 3'-0"
L"LL 2E 5
L
3
WALL Components t Cladding Wind Pressure: Zone 4: + psf
p 9 23.0/-25.0
4
Zone 5: +23.0/-31.0 psf
Components t Cladding Wind Pressure (NET) on Garage Door:
5
Zone 5: +32.0/-41.0 psf
P ROOF 2:12
Shear Walls Considered for Structure? Yes0
8:12 PITCH
Continuous Load Path Provided? Yes
O as Root zone I
Are Components an Cladding Details' Provided? Yes
Walls Zone 4
Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X B9 Test: psi
This Building Shall Have the Following:
END ZONE
p = Roof zone 2E/2R
APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER:
Walls Zone 5
CORNER ZONE
M = Roof Zones 3/3E/3R
ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 10 psf
FLOOR LIVE LOAD. JQ_ pst FLOOR DEAD LOAD: 1O sf Attic with storage. 20 pat
Roof Zone 2N
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUA FOR ONE YEAR FROM THAT DATE
Digitally signed by
Daniel R. Braden
Date: 2021.08.19
15:00:24-04'00'
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SHEET NO:
1.
OF 5.
JOB NUMBER:
1515 9 B
oa °
1� o AGE 977770 °�
FLOOR PLAN
TYPICAL NOTES: SCALE 1/4" = 1'-0"
CR/4SH POST DET741
Opt. '-OPATIO/SLAB
35"
%2"
I. Contractor to verify ALL notes and dimensions prior to w.H. = water Heater
3�" high bg 4" diameter
proceeding with work.
Steel crash post. Floor
2. Contractor to STRICTLY enforce ALL OSHA requirements.
Flange with 4 - 3/8"
3. ALL Lumber to be used as Beam, Rafters, etc... to have
expansion bolts intoslab (3/8"t 5O ksi 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
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
m
0
6. Drywall at ceilings shall be leveled and attached to bottom chord
2%2"
of trusses with screws per FBC R-102.3.5.
0 2
1. ALL wood in contact with concrete shall be pressure treated.
0 0
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
handicap accessibility requirements. 2%2„ 2%2"
12. Lowest finished floor to be set by Governing Building Department %2" %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. 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
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. R316 — see permit info box of code edition
18. G psum board material shall conform to ASTM C3�, C19, C15, C514, C�30, C931
C44
> 0, C1002, CIO-{�,CII��, C11-18, C12�8, C1395, or C1396 and shall be installed
according to the following: (FBC R-102.3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Spacing
Maximum
Max. spacing
of fasteners
Nall sizingoptions for
p
installation of drywall into
wood framing members
2" x min. thickness
Nails
Screws
Ceiling
Perpendicular
24"
i"
12"
13ga 1 3/8" long with 19/44" head
OR
/2
0.098" diameter x 1 1/4" long
annular -ringed or 5d cooler nail
OR
Walls
Either
Direction
16
81,
6
0.080" dia. xx 1 5/8" long with
15/44 head
OR
Gypsum board nail 0.084" dia.
x 15/8" with 9/32" head.
Ceiling
Perpendicular
24"
�"
12"
13ga 1 5/8" long with 19/44" head
$
0.098" diameter x 1 3/8" long
annular -ringed or Ld cooler nail
Walls
Either
Direction
141,g
16
0.092" dia. xI 1/8" long with
1/4 head
OR
Gypsum board nail 0.0915" dia.
x 11/8" with 19/44" head.
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.(,
A108.1, A118.1, A118.3, A136.1 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 accompanyln smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
insulation shall comply with F.B.C. R31�.
Install doors thru buck into
block using tapcons as stated INSTALL VULKEM BLOCK SEALANT
Install windows thru buck into in product appproval form on sheet I.
block using tapcons as stated Exterior face Buck to be 2' x L" PT ON ALL JAMB, HEADER, AND
Exterior face in product approval form on sheet I. of wall SILL BLOCK PRIOR TO BUCK
of wall INSTALLATION
Varies cries
See product approval for
I"x4" P.T. Buck nailed to hinge screw into wall req.
lock with case hardened nails
D 1 d prior to window attachment D e t a I 1 at D oor
e t a I at in OW S Metal roofing and underlagment intstalled per Product Approval
NTS
Window
Schedule
Mark
Size
Rough Open.
Window Description
PRESSURE ZONE
I.
4'-5 i8" x V-3 %8"
54 ia" x L3%4"
single Hung
ZONE 4
2.
V-2%,"x V-3 %,"
15" x 0 i4"
Single Hung
ZONE 4
3.
'-2" x 3'-2 1/2"
1 21 %2" x 38 %"
single Hung
ZONE 4
4.
4'-5 ie" x 4'-2 %"
54 ia" x 54 ya"
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
wlth
manuf acturer s specs prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
q'-Off X 1'-O"
108" x 84"
Overhead Garage Door
ZONE 4
B
V-O" X V-8"
41 %4"x 83%4"
Fiberglass Panel - InswingZONE
4
C
6'-0, X V-8"
14" x 81 %2" L.=t"
Sliding Glass Door
ZONE 4
D
2'-O" X V-8"
solid Core - Wood - to -Panel —&-Fold Finished 24" x 81 %2"
E
2'-L" X V-8"
solid Core - Wood - 6-Panel
F
5'-O" X L'-8"
Solid Core -Wood - L-Panel - Bi-Fold
G
2'-8" x V-8" x I i4'
solid Core Wood. steel. or Masonite Door 20 min. rated at garage
H
2'-8" X V-8"
solid Core - Wood - 4-Panel
J
2'-L" X L'-8"
Solid Core - Wood - L-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 bg contractor
with manufacturers specs prior to construction
N.T.S.
Recess top plate 6"w x 3/8"d
for steel support angle
see detail on this sheet
Steel countertop support angle
Install L" from each end and —
one 1n center of counter.
see angle detail
1/2" drywall
12„
31,
V erlf y attachment
hole location with CSC
prior to fabrication
3/8" thick 6„
Steel bracket
COUNTER TOP BRACKET DETAIL
Counter top - verify type
with contractor
Base cabinet
2" x 8" wood studs
at 14" o.c.
2" x 8" PT wood plate
KITCHEN ISLAND FRAMING DETAIL
j2" MASTER 34L i ``
BATH ,� I
ILAV-1 12 �Nb`�����
LAV-1 I �I3 T, LAUNDRY
I
I I I I
2°I
L V-1 2„
WC- ill�
3" SHWR-1 21, 2"
l3, we-1
BT-1 2"
C.O. 3" BATH #2
3"
to septic/
sewer system C b AI i T b= V = I C C=
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) 10d x 1 1/2" nails 12
l l Supporting Max.
4
PRE-ENGINEERED TRUSSES
1810101bs. uplift
at 24"o.c. TYPICAL
Truss mfg to pprovide level
(shop drawings bg manufacturer)
return to be I" short of wall
Aluminum Drip
Edge & Fascia
R-30 blown fiberglass
2" x 4" Sub -Fascia
V_
in bottom chord of trusses
12"
I/2" drywall with smooth finish
<aycan 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) 46
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
penetration into soffit framing
strips a IL" o.c. with R4.1 fi-foll
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 RL0-1.1
and Mortar Joints shall comp g with FBC RL0-1.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
its bar Vert. w/
30" overlap
Fill cell with grout and
at each filled cell
(1) its bar Vert. (typical).
Max. spacing shall not exceed
H.B.
2
00 007771
EGRESS
— — — — — — — — — —
13'-II"
I
I
I
I
MASTER 1
I
BEDROOM 1
I
\12" x 12" Concrete column
block filled with concrete and
O (2) tiff bars Vert. tied Into
O 1 lintels above
1 Filled cell under t- F O R^ H
—girder above (�
WIRE LATH & STUCCO
CEILING
Iq'-q„
3' q„ IL'-p„
0
Flat Ceiling 1
I 1
I 1
Vanity to be 1
34 %2 ' high 1
_ — 8'-O" to q'-8" A.F.F.
Rod & Shelf `i Vaulted Ceiling
in
4, -3—,
1 GREAT1 ROOM
LOS T 1 0 1
ac
co
____-- 1
Rod Shelf - r
N
32" DRYER ASHER 1
� 1
LAUNDRY - 1
I■'
°
5LO \
KITCHEN
°
2' AAV
41.
IL v-i SECOND
2„ - BEDROOM
2" O
r 8'-0" A.F.F.
Flat Ceiling
Wood 48" unless otherwise noted Masonry Beam
see foundation plan notes for
ase spacing at openings
I" x L" P.T. Buck nailed to
4" concrete slab with fibermesh OR block with case hardened nails
L"xL" 410/10 WWM on L mil Vis ueen over prior to door attachment head
J
clean compacted termite treated fill and ambs
10
s Install SGD Frame thru buckCOD into 0 0
Grade block using tapcons as stated
in product approval form on sheet I.
L; Head
1 IIII l 14"w x 18 Concrete footing
with (2) 45 bars Cont. and its Verify sill attachment req.
14" 111111, 1 transverse bars at 48" o.c. with product approval on
sheet I.
TYFIC/4L SECTION
Scale : 1/2" = 1'-0"
lading door
Typical Flooring
II II 1/2"
Bottom Track sill
I
12'-8"
I
8'-0" to 9'-8"
A.F.F.
Vaulted Ceiling
I
DINING
\VanitOto be
"
I
ROOM
34 /2 high 11
=
1
counter tops
to 3/8" thick steel
„ 5,-3„ 11
�r overhang wall
1.5" 1 counter to supports
qp'
e4 e9 counter
tops to
Ooveriang
wall 1.5"
— — — —
ANTR
C AS
34 3/4"h
1
oDLU
knee wall
LL
1
KITCHEN
1
1
8'-0" to 9'-8"
1
O
Vaultgd Ceiling `� O
-
Upper cabinets to
I
1
1
extend over Ref.
1
1
<
n
MICRO AV
1
REF. NON-V NT
1
4" �{"
' N SS* CLEAR
l OPENING L
t
m
O R-II Batts Insulation
Provide auto O W.H.
THIRD -�closer +4 Steel Ballard
OE Oft 04 oft See detail on this sheet
BEDROOM - ----,
O1 }O I r 22" x 54, I
r 1 2 I attic Acce
with li ht s`
rolla 8'-0" A.F.F. m 1 4 — — — —
-J
L
Flat Ceiling
<r
J
12'-8" cal 4"
m
U \R-II Batts Insulation Provide auto
closer
150 Amp
Panel
Ell r----------------i
B 7
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p
GAOL CART.
GARAGE I
1
O I I C
00 O O OC
I" x L" 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 Detail
At Masonru Wall NTS
4 8'-0" A.F.F.
o Flat Ceiling
GARAG
14„
$
O
E.
Block wall in O
garage to be -i
struck block N
Ell Bill
MT
2'-8"
E.
EMERGENCY
EGRESS
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Square Footage Breakdown
Total A/C Space = 1,153 sq. ft.
Covered Porch Total = 212 sq. ft.
Garage = 459 sq. ft.
Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft.
R. B R t�S� �
Digitally signed by o0 0.
Daniel R. Braden o.�, ��977®
Date: 2021.08.19 °� ° °o`� oC
15:00:12-04'00' J°p�� o00
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SHEET NO:
2,
OF 5.
JOB NUMBEi2:
15-159B
FOUNDATION PLAN
I O t. A T I O/ S L A 12" x 12" concrete column block filled
with concrete and (2) #1 bars Vert. tied
O 35'-O" F4 Into lintels above
%2"
STRUCTURAL NOTES: scnLe: va = 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'-0" 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.
`�••
ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
14.
ALL REINFORCING STEEL SHALL BE GRADE 6O, 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 - 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
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 4" = 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 9-15 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 Termite Protection for New
FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... COnstrUCtlOn aS per F.B.C. R318.1
U5 bar Vert. w/ CONTRACTOR TO REFERENCE F.B.C-R
30" overlap Fill cell with concrete and FOR FURTHER REQUIREMENTS
at each felled c (1) 45 bar Vert. (typical).
Max. spacing shall not exceed
Wood 48" unless otherwise noted
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 U5 bar continuous 6 x#10/11O chon 10
0emil Visqueen
dII ef over
6 x6 410/10 WWM on 6 clean mil Visqueen over compacted
clean compacted termite treated fill GRADE
Grade _
i_
I II
—� with x 18"d Concrete footing ,� PORCH SLAB EDGE DETAIL
—II II I II I with (2) 45 bars cont. and US
transverse bars at 48" o.c.
SCALE I/2" = I'-O"
TYPICAL FOOTING DETAIL
J SCALE 1/2" = 1'-0"
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
2) 45 bars cont. bottom steel
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
30"x30"xW' concrete
- column footing with (�)
45 bars each way
30"
COLUMN FOOTING 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
(1) 45 bar Vert. (typical).
Max. spacing shall not exceed
Curb height Wood 48" unless otherwise noted
Verify based on see foundation plan notes for
foundation plan Base 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
Grade
7r��
rLJ Le
I I,
—I
-� 14"w x 18"d Concrete footing
with (2) US bars cont, and 45
transverse bars at 48" o.c.
14" oi
GARAGE CURB DETAIL
ISM SCALE I/2" = I'-O"
I ID
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
Garage Door Jamb Detail
Ire
Contractor to provide
(� proper foundation chairs
for proper steel installation
30" m1n.
Corner Steel Lap
nts
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
#5 From Footing To Beam Each. Filled Cell Masonry Column With One
Grout fill To Be 3000 PSI #5 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
F
30"
x 30" x 16"p
COLUMN FOOTING WITH (4) 45 BARS EACH WAY
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 45 BAR CONTINUOUS
F5
14"W
With
x 18"D
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 Filled Cell Column
NTS
See Floor Plan For Location
Single Filled Cell Column
NTS
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A/C
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Thicken footing to L
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24"w x 14"d x 24"L
under filled cell
1
under girder bearing. 1
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Filled cell
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1
Rear
Porch Slab to
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be poured separately
1
W
from
House Slab.
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Rear Patio/Slab to
be flush with bottom of
sliding door recess.
1
Slope I"
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1 F-
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IF
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F-
-4" concrete slab with fibermesh OR I L
6"x6" 410/10 WWM on 6 mil Visqueen over
0 I clean compacted termite treated fill 1
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FI 4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 6 mil Visqueen ov
1 clean compacted termite treated fill
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4 4 Steel Ballard L
See detail on this sheet 1
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D OL
Garage Door �„ Garage Door
2'-82, 8„ �,_4 2,-8„ �,_O„ 2,-8„
H.B.
Digitally signed
by Daniel R.
Braden
Date: 2021.08.19
14:59:53-04'00'
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SHEET NO:
3,
OF S.
JOB NUMBER:
15-159B
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Provide 45 bars with 12" min. lap
into beam and 48 bar dia. into
vert, filled cell.
45 cont. beam steel to run
through lintel and tie to
down rods in jamb cells.
HIP ROOF SHEETING
ATTACHMENT DETAIL
Trusses at 24" o.c.
see shop drawings
by others
Simpson HETA 20
hurricane anchor at each truss
( 2-f" o.c.) supporting Max. }
1810 Ibs, uplift
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
Provide Cast -Crete
8U16-IB/IT precast -
lintel set in mortar
Min. 8" Bearing
Fill lintel solid with
grout.
CBS WALL
Concrete
/ Lintel
Column
Provide PT Buck
attached per jamb
letails into filled cel
4" Pre -cast
Sill
Verify with Plan
to L i n t�l
rout Filled Cell
Provide 45 bars with 12" min. lap
into footing and 48 bar dia. into
vert, filled cell.
Scale: 1/2" = 1'-0"
12 "x 12"
Column Block
Rebar
48 Bar Did.
Min. Overlap
4ttachmert
NTS
BEAM SCHEDULE
Mark Size and Descrl tion
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 „ „ „ „
to,
5 bars Lintel Bar Clear A B
Length Length Span Bars Bars
Is i._ 7 •1 CLEAR
2'-10" 2'-8" I'-6" 2.43 none
3'-4" 2'-2" 2,U3 none
8P8-05/IT BPS-IBAT 8F8-I5/2T
Additional 3'-10" 2'-8" 2,u3 none
u5 bars
CLEA -:• 4'-6" 4'-4" 3'-2" 2,U3 none
ne Row of "H"
Block Above 5'-4" 5'-2" 4'-0" 2,U3 none
none
r 9 Precast Lintel
.+ Additional i 6'-4° 5'-4" 2,4 none
,�___-� u5 bars '_-_-�
716" 1'-01, 6'-2" 2,U5 none
BPIL-IB/IT BPIL-I1113/2T 8'-4" 7'-10" �'-O" 2,1*5 none
NOTES:
I. min. coverage of steel=l.5"
2. min. bearing required ° ea. end=8" ALL reinforcing Steel IS grade 60.
3. standard for reinf. steel=ASTM A615
TYPICAL LINTEL SECTION
( 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.
Gravitg
Load
(PLP)
Max.
Uplift
Load
(PLP)
Max.
Lateral
Load
(PLP)
L22
2'-2'
V-0
BPIL-IBAT
ONE
1
u5
1
u5
MIS
3541
2854
L31
2'-Lw
4'-0"
BFIL-IBAT
ONE
1
u5
1
85
2931
3019
2128
L45
4'-5"
5'-10'
BFIL-IBAT
ONE
I
u5
1
85
43LO
2093
94L
L50
5'-O'
C-L"
8FIL-IBAT
ONE
I
u5
1
85
3480
1880
1204
LLO
V-8"
T-L"
8FI1-IBAT
ONE
1
u5
1
85
2LLI
IL34
891
L80
8'-O'
9'-4"
8FIL-IBAT
ONE
1
u5
1
85
1843
1133
139
L90
9'-0"
10'-L'
8FIL-IBAT
ONE
1
u5
1
85
1533
914
519
L905
9'-0"
10'-L'
8FIL-IBAT
ONE
1
u5
1
#5
1533
914
519
1-I00
10'-0"
ll'-4'
8FIL-IBAT
ONE
1
u5
1
#5
13LL
198
L04
LIOOB
10'-0"
11'-4'
8FIL-IBAT
ONE
I
u5
1
s5
13LL
198
L04
L120
12'-O'
IV-4'
8FIL-IB/IT
ONE
I
u5
I
u5
1015
LOL
433
L120B
12'-O'
13'-4'
BPI(.-IB/IT
ONE
I
u5
I
u5
1015
LOL
433
L140
I4'-O'
15'-4'
8FI1-IBAT
ONE
1
u5
1
u5
1250
485
341
LILO
IL'-O"
IT-4'
BPS-IBAT
ONE
1
u5
1
85
950
1 404
251
LILOB
IC -ON
IT-4-
8FI6-IBAT
ONE
1
u5
1
u5
950
1 404
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.
I. Minimum Nall Size = 8d angular ring shank (min. 2.5" long)
2. Minimum Screw Size = 48 x 2.5"
3. Minimum Sheathing Thickness 19/32" COX Plgwood
4. Use nails or screws based on pressure for roof stated
in permit info box on these plans for appropraite roof
ones.
Ke
Area
Ede
Field
Fastener
x.
Pressure
Zone I
6"
6"
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
I6"
148 x 2.5" Screw
243 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 bat
3LOCKING DETAIL
)ER STRAPPING
TER BEARINGS 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 Bid 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) 10d 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 i 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
12" x 12" concrete column
block filled with concrete
and (2) ttl bars vert. tied
into lintels above
thicken edge to 8"x8"
with concrete and
one 45 bar continuous
BEYOND
Top of Tooter
16" below finished floor
ts
�IIICi1 �, � iA� III
Aluminum Drip
Edge l Fascia
Flash and Counter
f lash
Nail ledger to
gable end truss
with (2) IOd nizils
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 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.
Step per foundation plan
Slope per foundation plan
Wood
Base
R-30 Batts
Frame ceiling transition
as needed using metal studs
field verify exact configuration
and sizes
Drywall ceiling
see typical section
Gelling transition Insulation D&td1l
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
8 24"o.c. TYPICAL
( shop drawings by manufacturer >
\R-30 blown fiberglass
in bottom chord of trusses
-1/2" drywall with smooth finish
Two rows of beam block filled with concrete
_and (1) #5 bar cont. in each row. Substitute
Ear
lintel filled with concrete and (1) 45
bar Cont. for bottom row over openings
1/2" drywall over I" x furringg
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" onlg proportioned per FBC R601.1
and Mortar joints shall coin % with FBC R601.2.1.
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with Grout and Provide downspout
(1) 45 bar vert. (typical).
-Max, spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for ROOF
spacing at openings
HETA 20 Simpson HETA 20
hurricane anchor at each truss
(24" o.c.) supporting Max.
FLAN 1810 Ibs, uplift
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 6 mil Visqueen over — OVERHANGS AT 1'—O" UNLESS OTHERWISE RIOTED ON THIS SHEET
/clean compacted termite treated fill — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
— TRUSS HOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
Hll
0 �l4r FI
T4picdl S &ction at Front F Orch
Scale : 1/2" = 1'-0"
0
W
O
W
Provide downspout
— 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 Digitally signed
TRUSS MANUFACTURER
ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR by Daniel R.
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Braden
CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO
PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO Date:2021.08.19
TRUSS CONSTRUCTION I 14*59*42-04'00'
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SHEET NO:
4 .
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JOB NUMBER:
15-15�B
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