HomeMy WebLinkAboutPlans - Gemini - Left - ImpactMetal roofing and underlayment intstalled per Product Approval
as shown on sheet I over COX decking - see roof sheeting
attachment diagram on roof plan.
12"
.H.
3
5/8" thick light textured
stucco on typical concrete
--—————————————— — — — — ——
block construction _
12
4 SLOPE
12"
RIGHT ELEVATION
MM.
5/8" thick x 8"W cut
coral finished stucco bands
SCALE: 1/4" = 1'-0-
Metal roofing and underlayment intstalled per Product Approval
as shown on sheet 1 over CDX decking - see roof sheeting
attachment diagram on roof plan.
11
5/8" thick light textured
stucco on typical concrete
block construction -
LEFT ELEVATION
5/8" thick X 8"W cut
coral finished stucco bands
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows t Skgllghts
Opening
Type
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
TEST
Expiration
Date
Desi n Pressure
9
of Approved Tests
1,2,3
44
FLU 23`1.4
Single Hun
g g
SHI-7700A
Impact
PGT
5/1�"
1/4" dia. tapcons w/ min. 1 3/8" penetration to be
spaced per product approval. Contractor shall adhere to
min. edge distances specified in Product approval
+ �5.0/-80.0 PS
A
FLU 15311.1
Overhead
Garage Door
Model 824/811
18'-2' max. width
16'—O" max height
DAB
Door Compan
nsta x Buck to concrete oc wit soi a cellWith
(U #5 bar vert. using 3/8" x G" Hilti HLC Sleeve anchors at 8" o.c.
with 1.25" dia. washers with min. 4" edge distance. Install track to buck
sing (I) 5/IG" x 1 5/8" Pull thread lag screws in each bracket maintaining
min. of 1.5" edge distance - GC to strictly adhere to product approval
rovide 1/I4" pushrut washer on roller shafts.
+
B
FL# 15213.1
Fiberglass
Smooth
Fiberglass
Plast-Pro
1/4" dia. tapcon with min 1.25" embedment at 6" max
from corners and 14.6" o.c. max. thereafter in jambs.
C
FL# 251.4
Sliding Glass
Door
Series 770
SGD
PGT
1" nom
Type "GSA"
1/4" dia. tapcons w/ min. 1 3/4" penetration to be
spaced per product approval. Contractor shall adhere to
min. 2 1/2" edge distances specified in Product approval
+ 90.0 PSF
—
Product
NOA/FL
NUMBER
Model 4
Manufacturer
Attachment Method
TEST
Expiration
Date
Design Pressure
9
of Approved Tests
Mullions
FLU 15353.8
CM-18531
vertical mullion
Mi Windows
and doors
For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment
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.�1 PSF
_
Roof
FLU 33818.2
5V Crim p
Metal Roofing
Gulf Coast Supply
and manufacturing
26�g a. 5v crimp metal roofing attached to plywood deck using #9-15 x 1.5"
HWI� wood screws with self sealing washer at 12" o.c. max spacing er System
no. 5V—Type I for max pressure —94.25 psf. Install per system V type 2
for max. pressure of —131.0 psf. Fasteners shall be installed through underlay—
ment and attached to/throuoh I�twood per sheeting attachment detail on roof
plan. Plywood to be 19/32 CDX.
Roof Zone
1/2E/2R.-
— g4.25 PSF
2N/3/3E/3R:
-131.0 PSF
Underlay
FLU 208%.1
DuPont Protec 160
Tyvek
DuPont
Install two layers of Tyvek horizontally in shingle style fashion using 4" and
6" overlaps. Install using 1" dia. metal or plastic cap nails at 12" o.c. along
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
26" undercourse strip parallel to eave edge and cover with full sheet.
Overlap successive sheets bg 26" I.A.W. product approval installation instructs
ns.
Siding
stucco on Block
Soffit
FLU 16503.1
12" Trlpple 4
Full-O-Vent Single
SPAN VINYL SOFFI
Kaycan LTD
Install using 2" x 4" PT battens attached to wall using 3/1C dia.
with I" min, embedment into wall. Attach Soffit channel to wall using
0.097" dia. x 1.5" T-nails at 12" o.c. per detail C in P.A. Install X
channel to bottom of fascia using staples into soffit and same T—nails
at hem and in vallet4s tier detail A in P.A. ( roduct a royal)
± 55,6 PSF
have reviewed
the above and approved it by mg
seal below. ( Architect or Engineer of Record )
12
SLOPE 4
Truss mfg to provide level -
return to be 1" short of wall
Aluminum Drip
Edge t Fascla
2" x 4" Sub -Fascia
Kaycan full o vent vinyl soffit installed
per product approval form on sheet I.
TYPICAL SOFFIT DETAIL
SCALE: 1/4" = 1'-0"
8'-1" T.O.B.
1 0'-0" = Finished Floor
1" x 4" nailer attached to
level return with (2) 8d
ring shank nails with min. 1.5"
penetration into soffit framing
NTS
2" x 4" top plated I 1/2" drywall telling on truss bottom cord
1/2" drywall on
2" x 4" studs at 1i�" o.c.
4" concrete slab with fibermesh OR
6"x6" 1*10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
base -board 2" x 4" P.T. bottom plate
Interior Non-Searina fi artltlon
ELEVATION NOTES:
- RETURN ALL STUCCO BANDS TO WINDOW
OR DOOR.
nts
'-I" T
2"
H
Metal roofing and underlayment intstalled per Product Approval
as shown on sheet I over CDX decking - see roof sheeting
attachment diagram on roof plan.
12
�{ SLOPS
0
n
001
1=11rell
L�
-O" = Finished Flo
or
----
--————
— — —
— — —————— — — — — — —
Finish Columns with
5/8" thick
light
textured 5/8" thick x 8"W cut
5/8" thick cut coral
stucco on
typical
concrete coral finished stucco bands
finished stucco bands
block
construction
REAR
ELEV/470N
SCALE: 1/4" = 1'-0"
Metal roofing and underlayment intstalled per Product Approval
as Shown on sheet I over CDX decking - See roof sheeting
attachment diagram on roof plan.
12 a
4 SLOPE
12
El El
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" CDX Plywood nailed at C o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
NEI
lmllml�
5/8" thick light textured
stucco on typical concrete
block construction
FRONT ELEVATION
12"I
D.H.
5/8" thick x 8"w cut
coral finished stucco bands
SCALE: 1/4" = 1'-0"
PERMITTING INFORMATION (FORM 100)
'• 3E 2N 3R
2R 2N
2E
Florida Building Code Residential: -ITH Edition and ASCE -1-16 for Wind Loading
Building Design is: Enclosed Risk Category: II Wind Speed: 165 mph ultimate
3E I L 3E
Mean Roof Height: 13'-8" Roof Pitch: 6:12
2N 2E 5
Internal Pressure Cow ient: ± O"I8
Subjectabilitg to damage from: Weathering: Negligible Termites: Very Heavy
3R 3E 4
Width of Roof End Zone: 4'-0"
Wind Exposure Classification: C
5
Adjustment factor for Exposure Height Using Allowable Stress Design and
GABLE ROOF FROM
Load Combination per ASCE 1-10 Section 2.4 DL+LL: DL+0.6WL: 0.6DL+0.6WL
2:12 TO 8:12 PITCH 2R
I.00
Exp Height Add Factor: x Load Combo Factor 0.6 = 0.6 applied below
1. 3
2E 2E
3
ROOF Components t Cladding Wind Pressure: Zone: 1 +271.0/-6LO psf
2R
Zone: 2E/2R +2-1.0/-88.0 psf
2E I,
Zone: 2N/3/3E/3R +21.0/-114.Opsf
3 L 1 L 2R L
2E 5
Components t Cladding Wall End Zone Width: 3'-0"
L 3
WALL Components t Cladding Wind Pressure: Zone: 4 +36.O/-39.0 psf
Zone: 5 +36.O/-48.0 psf
5
Components t Cladding Wind Pressure (NET) on Garage Door: +30.0/-34.0 psf
HIP ROOF 2:12
Shear Walls Considered for Structure? Yes
TO 8:12 PITCH
Continuous Load Path Provided? Yes
E::] = 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:
END ZONE
EM = Roof Zone 2E/2R
IMPACT PROTECTION AS NOTED IN PRODUCT APPROVAL FORM ON SHEET I
Walls Zone 5
CORNER ZONE
� = Roof Zones 3/3E/3R
ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 10 f
p p g ps
FLOOR LIVE LOAD: 40psf FLOOR DEAD LOAD: 10 psf Attic with storage: 2O If
Roof Zone 2N
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND LUYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
Digitally signed by
Daniel R. Braden
Date: 2021.08.25
15:51:06-04'00'
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SHEET NO:
1_
OF S.
JOB NUMBER:
17-208 B
c
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0.1
�oo��"'o° °boa°°�°�s�On�fC
FLOOR PL,4N
TYPICAL NOTES: SCALE 1/4" = i'-O"
I. Contractor to verify ALL notes and dimensions prior to = Water Heater
proceeding with work.
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress.
-4. No dissimilar metals to touch.
S. ALL Concrete used for slabs shall be min. 2,S00 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 m
�. Drywall at ceilings shall be leveled and attached to bottom chord
of trusses with screws per FBC R102.3.5.
1. ALL wood In contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
mil. 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" 2%2"
12. Lowest finished floor to be set by Governing Building Department
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 pper FBC R302.9.1
1�. Wall and ceiling finishes shall have a smoke -developed index of not greater than �f50 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. G psum board material shall conform to ASTM C3�, C19, C41S, CSI-4, C�30, C931
C`1�O, C1002, CIO-41,CII11, C1118, C1218, C1395, or C139and shall be Installed
according to the following: (FBC R102.3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Nall sizing options for
installation of drywall into
Spacing
Nails
Screws
Maximum
wood framing members
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
II
�2
annular -ringed or 5d cooler nail
OR
Walls
Either
16"
8"
16"
0.080" dia. xx 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"
ill
12
13ga 1 5/8" bong with 19/64" head
OR
0.098" diameter x 1 3/8" long
II
annular -ringed or 6d cooler nail
Walls
Either
16"
81,
16"
0.092" dia. xR 1 1/8" long with
Direction
1/4 head
OR
Gypsum board nail 0.0915" dia.
x 11/8" with 19/64" head.
Masonry Beam
I" x 6" P.T. Buck nailed to "
block with case hardened nails
prior to door attachment head
and jambs
p00
Install SGD Frame thru buck into
block using tapcons as stated
in product approval form on sheet 1
CR/4SH POST DET741L
N.T.S.
36" high bg 4" diameter
steel crash post. Floor
Flange with 4 - 3/8" AREA CALCULATiONS
expansion bolts Into
slab (3/8"t 50 ksi steel plate) Living ABC = 1839 sq. f t.
F t P h = 2� ft
2' ," 2
0
'13i8
„ 2%2"
2
0 0
Head sliding door
Verify sill attachment req.
with product approval on Typical Flooring
sheet I.
N
1 1/2„
N
Bottom Track
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 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, craWI Spaces and attics
shall have a flame spread index not to exceed 2S with an accompanging smoke
developed index not to exceed -450 when tested in accordance with ASTM E 8-4
insulation shall comply with F.B.C. R31�.
LU d 0 LU
S chdul�
Mark
Size
Rough Open.
Window Description
PRESSURE ZONE
x 63%�"
Single Hung
ZONE 4
2,
6'-2%8"x 5'-3 %8"
�5" x 63 %�"
Single Hung
ZONE 4
3.
2'-2" x 3'-2 1/2"
21 %2" x 38 5,/8"
Single Hung
ZONE 4
4.
4'-5 %" x 4'-2 %8"
54 %8" x SOTS"
Single Hung
ZONE 4
5.
6'-O %"x 41-2V
15 %8"x 50Y8"
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
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified by contractor
With manufacturer S specs prior to construction
sheet
D oor S
ch�dul�
Mark
Size
Rough opening
g p g
Door Description
p
PRESSURE
ZONE
A
9'-0" X -1'-0"
108" x 84"
Overhead Garage Door
IMPACT RATED
ZONE 4
g
3'-0" X 6'-8"
41 %"x 83%"
Fiberglass Panel - Inswing
RATED
ZONE 4
C
5'-O" X 6'-8"
62" x 83 %2" "
Sin 9 le Lite French
IMPACT
RATED
ZONE 4
D
2'-0" X 6'-8"
Solid Core - Wood
- 6-Panel -Bi-Fold Finished 24" x 81 %2"
E
2'-6" X 6'-8"
Solid Core - Wood
- 6-Panel
-8"
Solid Core - Wood
- 6-Panel - double pocket
G
2'-8" x 6'-8" x 1 %"
Solid Core Wood, Steel, or Masonite Door
H
2'-8" X 6'-8"
Solid Core - Wood
- 6-Panel
2'-6" X 6'-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
K
4'-O" X 6'-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
L
I'-6" X 6'-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet :4 1
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 manufacturer s specs prior to construction
ron orc sq. .
Rear Porch = 100 sq, ft.
Garage = 311 sq. ft.
Total Under Roof= 2,282 sq, ft.
Total Cubic Ft = 15,581,,
Install doors thru buck Into
block using tapcons as stated
in product appproval form on sheet I.
Exterior face Buck to be Z x 6" PT
of wall
arles
See product approval for
hinge screw Into wall req.
Detail at Door
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
SiLL BLOCK PRIOR TO BUCK
INSTALLATION
NTS
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 D&tall
At Masonry Wall NTS
1
- r2,. 2,.
r' VTR � 1 3„
4, 1 LAVJI
1 LAVJI
2" BATH MASTERSTE2"
WM-I 2' AAV
we-1 JiL
2" LAV-1 2"
2" Lr
'��r-I KITCHEN 2,
Install windows thru buck into LAUNDRY I
block using tapcons as stated
Exterior face in product approval form on sheet I.
of wall
Varies
r
1"x4" P.T. Buck nailed to
block with case hardened nails
prior to window attachment
Detail at Windows
NTS
Metal roofing and underlagment intstalled per Product Approval
as shown on sheet I over COX decking - see roof sheeting
attachment diagram on roof plan.
12
4
Truss mfg to provide level
return to be I" short of wall
Aluminum Drip
12"
I
LAV-1 1
POWDER 2 \
2" VTR WC -I
1L ,
MASTER
BATH #2 �„ / 2 we -I
LAVJI 3
C.O. LAVw1I
I 2"
CONNWT TO
PLUMBiN RISER
PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
(shop drawings bg manufacturer)
Edge >k Fascia " \R-30 blown fiberglass
2" x 4" Sub -Fascia
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 (1) #5 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" dr wall over 1" x furringg
penetration into soffit framing
strips al W, 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 Iand
shall meet all pertaining ASTM codes.
"M"
block construction CID
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
48" unless otherwise noted
Wood
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
L
6"x6" 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
ao
Grade a. .. a
�.l —
ff
-
ail
I '' — HH
w4ith (2)8#5 barscrete cont.fandn#5
1481transverse
bars at 48 o.c.
TYPiC/4L SECTION
Scale : 1/2" = 1'-0"
7,_0„
EGRESS
F-------
1
1
1
I
I
12'-8"
_I
_NI 1
MASTER 1
I BEDROOM I
8'-6" A.F_F.
12'-O"
I o 00
0
DEN o
00 Covered Porch
N_
10'-8" 10'-0n,qT
O
Coffer Ceiling 1
I I
8'-0" to 9'-8" A.F.F.
L—— — — — — ——
Vaulte Ceiling
GREAT
6'-0"
H B. Vanity to b
OD 34 %2 " hi
(] o J I
rr r J
18"
LINEN
O CABINE
Ll
W
�D
O W `r
Y_ ATH
W
O
VentDryer
through wall O
I
d 70e
�r
I
N 2" filler-1,I N
Q A / C R-II Batts nsuiatu
m
I
N
Meter
O
Provide auto
closer
ISO Amp
P nel
Rod &
6,
helf
4„
I
I�
�
0
1
r
cn
'LOc
E I
o
I�
Rod t
Shelf
ROM
20'-.8"
I
N
2" x 6" knee -wall 81 -0 to 9'-8" A.F.F.
below counter top I Vaulted Ceiling
DiNING
Y; I ROOM
a it
Ow
— — �\!
11
(4111)
'KITCHEN
°
High Wall
�;
—
Overhang 1
-�
Flat Ceiling
,
--
—
— ——
Upper cabinets to
P
ntrg
extend over Ref.
N
Ref. R n
pernng — — rou46J� — —
y��
I
E
BATH
'
O_
OWDER�
r 1
I 22 x 54
,
�\ W
-
LiNEN
ABINE'
Attic Access
with light I q
s I
—
p
Rom & Shelf
Steel-Bsthar�
`n—
See detail on this sheet
q
I
Q —
I
n CLOSET
Vanity to
34r2"high
be
o
m
J cn
w
r
GARAGE
6,_4„ �4„
O 8'-4" A F F.02,
Flat Ceiling
(11
64
B
G
r----------------- i
— — — — — — — —
Block wall in I
HE
RGEN Y
1
garage to be
EGRESS
struck block I
MT O0
1
JUNIOR
o
0
1
COVERED
1 MASTER
PORCH
1
1 BEDROOM 1
®
\41
-1
#2
------
O
0
O
1 8` A.F.F. �I
Coffer Ceiling 1
DWI 0011
0 0 0
91_01, 3,_5„ 2,_7„
1
I5'-10"
5'-2"
0
o
1
1
�---12=8=---J
12
N
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H.B.
PT
717 OD
0
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Digitally signed
by Daniel R.
Braden
Date: 2021.08.25
15:50:53-04'00'
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SHEET NO:
o
OF 5.
JOB NUMBER:
1�-208 B
Z
U
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U
vI
FCuNEDATICN FL�N
STRUCTURAL_ 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/ 6 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.
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 (1) 45 bar vert. (typical).
Max, spacing shall not exceed
48" unless otherwise noted
SCALE: 1/4" = 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 - 301 STEEL.
15. 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"
11. 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 F 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 one U5 bar continuous
6"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill GRADE
Grade
II -
—IIII IIII IIII III
I111-
I- 14"w x 18"d Concrete footing
with (2) #5 bars cont, and 3*5
transverse bars at 48" o.c.
3" �
14"
TYPICAL FOOTING DETAIL
J SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
6"x6" 910/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
45 bar cont.
Step per
foundation plan
(V
9
P
34, 1 bars cont, bottom steel
ef Io" 1
12'
DETAIL AT GARAGE STEPDOWN
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
1^10
SCALE 1/2" = 1'-0"
30"x30"xl6" concrete
column footing with (4)
#5 bars each wag
SCALE 1/2" = 1'-0"
#5 bar cont, in curb
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
PORCH SLAB EDGE DETAIL
SCALE 1/2" = 1'-0"
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
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
CE
clean compacted termite treated fill
Grade —
III-
� I
'llE 3lill_
II — 14"w x 18"d Concrete footing
with (2) 1*5 bars cont. and 1*5
$ transverse bars at 48" o.c.
14"
GARAGE CURB DETAIL
I/2" Min . SCALE 1/2" = 1'-0"
Edge
Dist
E
Contractor to provide
(� proper foundation chairs
for proper steel installation
30" min.
2" x C 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"D
MONOLITHIC FOOTING
WITH 2 1*5 BARS CONTINUOUS
F
12 W
X 12 D
MONOLITHIC FOOTING
WITH (2) 45 BARS CONTINUOUS
30"
x 30" x 16"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F4
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
F5
14"W
x 18"D
MONOLITHIC FOOTING
WITH 2 1*5 BARS CONTINUOUS - CURB 8 0'-0"
With
Curb at Garage
Filled Cell Masonrg Column With One
#5 From Footing To Beam Each. Filled Cell Masonrg Column With One
Grout fill To Be 3000 PSI #5 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
Eo a
Single Filled Cell Column
NTS
N.�0YI
Digitally signed by
Daniel R. Braden
aAe�2_Date: 2021.08.25
15:50:41-04'00'
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JOB NUMBER:
17-208 B
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Aft 9770
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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.
CBS WALL
45 cont. beam steel to run
through lintel and tie to
down rods in jamb cells.
Provide PT Buck
attached per jamb
letails into filled ce
4" Pre -cast
Sill
Grout Filled Cell
Provide 45 bars with 12" min. lap
into footing and 48 bar dia, into
vertfilled cell.
Scale: 1/2" = I'—C"
Verify with Plan
Concrete IZ"x 12"
Lintel Column Block
A
� Rebar
Rebar 48 Bar Dia.
Min. Overlap
Column to Lirt&l 4ttac:hm&nt
NTS
BEAM SCHEDULE
Mark Size and Descrl tion
Two rows of beam block filled with concrete and 1 #5 bar
BI continuous in each row. Hook vert. bar over top bar with
45 90' bend bar with a 10" min. lap at top bar.
Additional Precast Lintel „ „
45 bars Lintel Bar Clear A„ B
„
CLEAR Length Length Span Bars Bars
�r N
I 1 I 1 1
1 i 1 i 1 i 2'-10" 2'-8" 1'-6" 2,u3 none
1 1 1 1 1 1
3'-4" 2'-2" 2.u3 none
8F8-OB/IT 8F8-IB/IT 8F8-IB/2T
Additional 3'-10" 2`
28" 2,U3 none
#5 bars
CLEA : `.'r: ;•� 4'-6" 4'-4" 3'-2" 2,U3 none
One Row of "H"
Block Above 5'-4" 5'-2" 4'-O" 2,3 none
r' N Precast Lintel r''. 4
7 none
1 Additional 1 i 2,4 none
45 bars
-6" 1'-0" 6'-2" 2,U5 none
8FI6-IB/IT 8FI6-8/2T 7'-10" �'-O" none
NOTES:
I. min. coverage of steel=1.5"
2. min. bearing required 9 ea. end=8" ALL reinforcing steel is grade 6O.
3. standard for reinf. steel=ASTM A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE >
LINTEL SCHEDULE
Mark
Window
or Door
Unit
Width
Lintel
Size
Specification
Rows of
"H" Block
Above
" 11
Bottom
Steel
Size
Top
Steel
Size
Max.
Gravity
Load
(PLF)
Max.
Uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
2'-2"
V-6"
8FI6-IB/IT
ONE
1
#5
1
u5
6113
3541
2854
L31
2'-6"
2'-8"
4'-0"
8FI6-IB/IT
ONE
1
#5
1
u5
2931
3019
2128
L45
4'-5"
P-10"
8FI6-IB/IT
ONE
1
#5
1
u5
4360
2093
946
L50
5'-0"
C-6"
8FI6-IB/IT
ONE
1
#5
1
#5
3480
1880
1204
L60
6'-8"
1'-6"
8FI6-IB/IT
ONE
1
#5
1
#5
2661
1634
891
L80
8'-0"
9'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1843
1133
139
L90
9'-0"
10'-6"
8FI6-IB/IT
ONE
1
#5
1
#5
1533
914
519
L90B
9'-0"
10'-6"
8FI6-IB/IT
ONE
1
#5
1
#5
1533
914
519
LI00
10'-0"
11'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1366
198
604
LIOOB
10'-0"
ll'-4"
8FI6-IB/IT
ONE
I
#5
I
u5
1366
198
404
L120
12'-0"
13'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1015
(006
433
L120B
12'-0"
13'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1015
(006
43S
L140
14'-0"
15'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1250
485
341
LI60
-
I1' 4"
-
8F8 IB/IT
-
ONE
I
# 5
I
# 5
950
404
251
LI60B
I6'-O"
I1'-4"
8FI6-IB/IT
ONE
I
#5
I
u5
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 PI wood
4.
Use nails or screws
based on
pressure for roof
stated
in permit info box on
ones.
these plans for appropraite
roof
36
4 FT 1E
3�
TYPICAL
GABLE
2N
'it2
YPICAL_
THIP
En
I
3®
4 FT
2R
I 0
2R 4
FT R
2N —
— —
4 A%
LL
4 FT I
3E
4 FT 2E
4 FT
Ke
Area
Ede
Field
Fastener
Max.
Pressure
Zone
I
8d
x
2.5"
ring
shank
45
psf
Zone
2E, 2R,
2N
-4"
8d
x
2.5"
ring
shank
16
psf
Zone
3E/3R
4"
8d
x
2.5"
ring
shank
84
psf
ANY
ZONE
�"
1*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 usingg
5/8" dia. threaded rod set min. 12"
into wet beam and (22) IOd nails into truss
Ir4sm:
3LOCKING DETAIL
)ER STRAPPING
TER BEARINGS POINT
1/8" thick light textured stucco installed per
ASTM C 92(e over ASTM O type 2 paper backed
wire lath nailed to substrate through one layer of -
ASTM D Type 2 felt paper using 8d nails. Substrate
to be 19/32' COX Plywood nailed at 6" o.c. in field
and edges with IOd ring shank nails into studs.
Metal roofing and underlayment intstalled per Product Approval
as shown on sheet I over COX decking - see roof sheeting
attachment diagram on roof plan. \
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails
( 24" o.c.) supporting Max.
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"
Kagcan 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) 41 bars vert. tied--'
into lintels above
thicken edge to 8"x8"
with concrete and
one 45 bar continuous
BEYOND
Top of footer
IC below finished floor
12
F
4
Aluminum Drip
Edge & Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd ils
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
tt5 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 °D
6
T
— -
Tubical
Wood
Base
Trusses at 24" o.c.
>e shop drawings
} others
ceiling transition !"
'ded using metal studs
erify exact configuration
es
Ceding transition Insulation
2.41'
Co crete Anchors Per
Ma ufacturers Specs
Poured Concrete or
concrete block wall 1/4" Max.
I
I
I
�
-
Aluminum Panel
I
Sizes per manufacturer
s v'�
See Tupical Stud De
p 1/r
a
I
I
■ I
Iappropriate
'Z's
7/8" x 3/32" Win
washer
I
`v per manufacturer's
.063'
I
�
s
m
._ 094"
5
I
c
—
I
I
I
I
I
'
x
�
—
I
I
I
Stud Detail
Poured Concrete or % I Stud w/ Die Cast
concrete block wall I
Nickel Plated Wing
I/4'
Concrete Anchors Per a.
Manufacturers Specs
Flush Mounted Shutter Detail
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-ENGINEERf-D WOOI
24"o.c. TYPICAL
( shop drawings bg manufac1
" \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 I" x furringg
strips at 16 o.c. with R4.1I-foil
insulation on typical 8" Block walls
All drywall to be installed per FBC R-102.3.
and shall meet all pertaining ASTM codes.
oo Mortar to be Type "M" only proportioned �pper
and Mortar joints shall comply with FBC R2 C
Provide Dur-O-Rock at all wet areas (ex. s
Fill cell with Grout and
(I) 45 bar vert. (typical).
Max, spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings —
4" concrete slab with fibermesh OR — ROO1= PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
L"xL" 410/10 WWM on L mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
/clean compacted termite treated fill — 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
TRUSS MANUFACTURER
III— 11,.
FI
n at Front Porch
Scale : 1/2" = I'—C"
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
R-30 Batts (22) IOd nails into truss. Add blocking to
*ia- .a. .la*eid +1— �1a_+
Simpson HETA 20
hurricane anchor at each try
( 24" o.c.) supporting Max
""^ I uplift
ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Digitally signed by
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Daniel R. Braden
PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO Z2 Date:2021.08.25
TRUSS CONSTRUCTION 15:50:30-04'00'
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JOB NUMBER.