HomeMy WebLinkAboutAPPROVED PLANS12
6 SLOPE �
Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed
per product approval FLU 11175.1 over POlyglas5 self adhered
roofing underlayment over 19/32" CDX plywood attac
to trusses per sheeting attachment dlagram on roof plan - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ME
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ADEX OF S�IEETS
SHEET NO.
DESCRIPTION
1.
FRONT AND REAR ELEVATIONS
2.
LEFT AND RIGHT ELEVATIONS
3.
FIRST FLOOR PLAN
4.
SECOND FLOOR PLAN
S.
SECOND FLOOR/LOWER ROOF FRAMING PLAN
6-
ROOF PLAN
�-
D-I
DETAILS
g
D-2
TYPICAL SECTIONS
9.
E-1
ELECTRICAL - FIRST FLOOR
10.
E-2
ELECTRICAL - SECOND FLOOR
0
5/8" thick light textured
stucco on typical concrete
block construction
Product
Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
TEST
Expiration
Date
Maximum
Design Pressure
of Approved Tests
I.
FLU 15441.1
Single Hung
185 SH
Impact
MI Windows
and Doors
9/32"
Type "A"
IFnstttalllt441 s alto 2 xlyptdwood buckroduct approval
+55.0 PSF
2.
FLU 15349.1
Fixed Glass
185 PW
Impact
MI Windows
and Doors
9/32"
Type "A"
Installation shall strictly adhere to product approval
FLU 15349.1 into 2"x pt wood buck
+ 80.0 PSF
3
FLU 5891.2
Fiberglass
door
Smooth star
Opaque
Therma-Tru
1/4" dia. x 3" tapcons w/ min. 1 1/2" penetration at
spaced per product approval on sheet 5 of 1.
+ 01 0 PSF
4.
FLU 15314.2
SGD
420 SGD
Impact
MI Windows
and Doors
15/32"
Type "A"
Installation shall strictly adhere to product approval
FLU 15314.2 into 2"x pt wood buck
+50.0 PSF
-
�-
FLU 15311.5
Steel Overhead
Garage Door
IL'-O" wide max.
x Ibft high max
DAB
Attach track per product approval and track
and mfg. recomendation -attach buck using 5/8"
x L" sleeve anchors at 24" o.c.
+21.0/-30.0 PSF
6•
FLU 15311.8
Steel Overhead
Garage Door
9'-4" wide max.
x Ibft high max
DAB
Attach track per product approval and track
and mfg. recomendation - attach buck using 5/8"
x 6" sleeve anchors at 24" o.c.
+50.0/-40.0 PSF
Product
NOA FL
/
NUMBER
Model #
Manufacturer
Attachment Method
TEST
Expiration
Date
Maximum
Design Pressure
of Approved Tests
Mullions
FLU I3402.1
Extruded Aluminum
Vert. Clipped Mull
MI Windows
and Doors
Installation shall strictly adhere to product approval
FLtt 13402.1 into 2"x pt wood buck
+ 10.0 PSF
Roof
FLU 11115.1
5V Crimp Metal
24 ga
Southeastern Metals
Southeastern Metals 5v Crimp Roofing installed per approval
over Polyglass peel and stick underlayment over 19/32" CDX
sheeting nailed to trusses per nailing pattern detail on roof plan
-11.0 psf Field and
perimeter.
-93.5 pSf corner
Siding
STUCCO
ON BLOCK
5/8" thick trowel on stucco
with light texture finish
Soffit
STUCCO
ON LATH
1/2" thick light textured trowel on stucco
finish applied to 1/2" dense glass screwed to
soffit framing using U10 x 2" SS screws at
4" o.c. field and edge
es
Hurricane
Panels
ALL Product Testing by: Miami -Dade County Building Code Compliance Office / Product Control Division
I have reviewed the above and approved it
by my seal below. ( Architect or Engineer of Record )
INN
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--- - -- T2---
SLOPE 3
REAR ELEVATION
I Digitally signed
by Daniel R.
Braden
Date: 2021.09.01
Southeastern Metals 24 ga 5v Crimp Metal Roofing installed 14:30:27-04'00'
per product approval FLU 11175.1 over Polyglass self adhered
roofing underlayment over 19/32" CDX plywood attached
to trusses per sheeting attachment diagram on roof plan
----------------
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SCALE: 1/4" = 1'-0"
FERNITTING INFORMATION (FORM 100)
2R 2E
Florida Building Code Residential: ITH Edition and ASCE 1-16 for Wind Loading
Building Design is: Enclosed Risk Category: II Wind Speed: 160 mph ultimate
2E LL3
Mean Roof Height: 12'-8" Roof Pitch: 5:12 (20°-2i°)
2R
Internal Pressure Coefficient: +0.18
2E 1
Subjectability to damage from: Weathering: Negligible Termites: Very Heavy_
LL2R
Width of Roof End Zone: 4'-0"
2E 5
Wind Exposure Classification: C
4 4
Adjustment factor for Exposure Height Using Allowable Stress Design and
Load Combination per ASCE 1-10 Section 2A DL+LL; DL+0.6WL; 0.6DL+0.6WL
5
Exp Height AdJ Factor: 1.21 x Load Factor 0.6 = 0.126 applied below
Components t Cladding Wind Pressure (NET) Roof Zone: I. +25.0/--45.0 psf
HIP ROOF 2:12
TO 4:12 PITCH
Roof Zone: 2E +25,0/-62.0 psf
and 2R 3E
= Roof Zone I
Components t Cladding Wall End Zone Width:
Walls Zone 4
Components � Cladding Wind Pressure (NET) Wall Zone: 4. +35.0/-3�.0 psf
Wall Zone: S. +35.0/--48.0 psf
= Roof Zone 2E/2R
Components � Cladding Wind Pressure (NET) on Garage Door:
Walls Zone 5
Zone 5 = 16'-0" x 1'-0" GD = +29.0/-35.0 PSF
END ZONE
Shear Walls Considered for Structure? Yes
M = Corner Zones
Continuous Load Path Provided? Yes
Roof Zone 3
Are Components an Cladding Details Provided? Yes
Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X By Test: psi
This Building Shall Have the Following:
APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER:
SCALE: 1/4" = 1'-0"
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DATE DRAWN
5-6-21
DRAWN BY:
4-4
A.B.Ic.c.u.
CHECKED BY:
H
D.Q.B.
MODEL:
V1
SHEET
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W
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OF 10.
JOB NUMBER:
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21-121
Cco ri h �
4T-2"
I 15'-5" 6'-6" II'-3" a'-.V I I I 5'-8" I
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OUTDOOR U (.
A/2 J
SHOWER
14'—II" 8'-10" 3'-7"
ujlrdow Schedule
Mark
Size
Window Description
I.
3'-1" x 5'-3"
SINGLE HUNG
2,
4'-2" x -4'-2"
SINGLE HUNG
3.
2'-2" x 2'-2"
FIXED GLASS
-4.
3'-1" x 4'-2"
SINGLE HUNG
- ALL Windows to be white ESP aluminum windows with tint.
Provide muntin's and structural mullions per elevations. See
product approval chart for window manufacturer information.
- ALL windows to withstand Pressures stated in Permit
Information Box on these plans.
- ALL windows in bathrooms to be tempered
- ALL windows within 18" of finished floor to be tempered
unless impact rated.
- verify all masonry/rough opening sizes prior to ordering
windows.
Door Schedule
Mark
Size
Door Description
A
9'-0" X 1'-0'
GARAGE DOOR
B
6'-0" X 8'-0"
SLIDING GLASS DOOR
C
3'-0" X 8'-0"
SINGLE LITE FIBERGLASS FRENCH
D
2'-6" X 8'-0"
2 PANEL INTERIOR DOOR - POCKET
E
2'-8" X 8'-0"
2 PANEL INTERIOR DOOR
F
3'-0" X 8'-0"
20 MIN FIRE DOOR
G
2'-6" X 8'-0"
2 PANEL INTERIOR DOOR
H
2'-8" X 6'-8"
2 PANEL INTERIOR DOOR
J
2'-6" X 6'-8"
2 PANEL INTERIOR DOOR
K
5'-0" X 8'-0"
2 PANEL INTERIOR DOOR - BIFOLD
L
(2) 2'-8" X 6'-8"
SINGLE LITE FIBERGLASS FRENCH
M
2'-8" X 8'-0"
FIBERGLASS DOOR
N
P
2'-6" X 6'-8"
2 PANEL INTERIOR DOOR - POCKET
- ALL exterior doors including garage doors to withstand
pressures stated in permit information box on these plans.
- verify all masonry/rough opening sizes prior to ordering
windows.
- See product approval chart on these plans for exterior
door manufacturer information (including garage door)
- Provide one exit door (swing type) that is 3'-0" wide
minimum and one emergency escape door (not shuttered).
If escape door has glazing then it must be impact resistant
and shall NOT be thru garage. This may be the same door
if it meets both criteria listed above.
SEAL CONCRETE BLOCK AT DOOR AND WINDOW OPENINGS
WITH CONCRETE SEALANT PRIOR
TO BUCK INSTALLATION PER FBCR 103.8
FLOOR P /4N
First Floor Square
First Floor A/C =
Front Porch =
Veranda =
Garage =
First Floor Total
Digitally signed
by Daniel R.
Braden
Date: 2021.09.01
14:34:00-04'00'
Footage
18-40
sq.
f t.
388
sq.
ft.
455
sq,
ft,
2821 sq, ft.
A/C Space Breakdown
First Floor A/C = 18-40 sq. ft.
Second Floor A/C = 1152 sq. ft.
Total A/C space = 2992 sq. ft.
Second Floor Square Footage
Second Floor A/C = 1152 sq. ft.
Covered Porch = .4�8 sq, ft.
Second Floor Total = 1, 20 sq. ft.
Under Roof Square Footage Breakdown
First Floor Total = 2821 sq, ft,
Second Floor Total = 1, 20 sq, ft,
Total Space Under Roof = -4-441 sq. ft.
TYPICAL NOTES: SCALE 1/4" = I'-O"
I. Contractor to verify ALL notes and dimensions prior to
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.
5. ALL Concrete used for slabs shall be 2500 PSi concrete, and
ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
L Drywall at ceilings shall be leveled and attached to bottom chord
of trusses with screws.
1. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
`i. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Pan � Drain at water heater in accordance
with the Florida Plumbing Code current edition.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
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 R309.1 and R309.2
I4. Door between garage and residence shall be 1-3/8" solid wood - 20 min. fire rated
15. The Garage shall be separated from residence and the attic area by 5/8" type "X"
drywall applied to garage wall.
IL Garages beneath habitable rooms shall be separated from all habitable rooms
above by no less than 5/8" type "X" drywall
11, ALL Floor to ceiling assemblies shall be protected by 5/8" type "X" drywall
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DATE DRAWN
5-6-21
DRAWN BY:
CHECKED BY:
D-R.B.
MODEL:
SHEET
W
OF 10.
JOB NUMBER:
G�1
21-121
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2T-4„
(1) 45 bar vert. (typical).
Max. spacing shall not exceed
40" unless otherwise noted
see foundation plan notes for
Oc
4T-2"
OUTDOOR A/C
SHOWER #2
FOUNDATION PLAN
FOUNDATION NOTES: SCALE: 114" = 1'-0"
I. Any changes to 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 Concrete used for slabs shall be 3,000 PSi concrete min., and
ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix min.
4. Soil conditions assumed to be 2500 psf and stable. This shall be confirmed
by soil borings which shall be provided in writing to this firm by owner/contractor
prior to start of any construction.
S. Verify all recess thickness at shower floors, all floor finishes as selected by
owner, door sills � thresholds etc.... prior to placing any slabs.
L Contractor to provide filled cell with concrete and 1 45 bar vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide.
Provide (2) filled cells on each side of openings from It to 9'-II"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for any other condition used. Foundation walls
shall have filled cells at 24' o.c. unless otherwise noted (see section)
7. Contractor to provide for Form Board Survey - Form Board Survey
to be provided to Truss Company prior to truss construction
8. ALL Reinforcing steel shall be grade �O, meeting ASTM A-1� and
A-35 specifications. ALL Anchors to be A-307 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
10. Contractor to provide the Architect with truss shop drawings including
ALL truss cut sheets showing ALL truss reactions prior to TART
OF FOUNDATION WORK for strap and footing size verification.
uigitaiiy signea
by Daniel R.
JCZ2— Braden
Date: 2021.09.01
14:33:22-04'00'
Column u1&
11 ark Size and Description
C-1 12" x 12" concrete column w/ -4—US rebars vertical U3 ties 8"o.c.
Footing sch&dUle
Mark
Size and Description
T-8
Thicken slab edge to 8" x 8" with (1) 1*5 bar Cont.
F-I6
16"w x 16"d concrete Monolithic footing with (2) 1*5 rebar continuous
and 45 bars at 32" o.c. bottom steel
F-18
18"w x 18"1 x 16"d concrete pad footing with U5 rebar at 8" o.c. each
wag bottom steel.
F-24
24"w x 16"d concrete Monolithic footing with (3) 45 rebar continuous
bottom steel and 1*5 bars at 32" o.c. transverse steel
F-36
36"w x 36"I x 16"d concrete pad footing with #5 rebar at 8" o.c. each
wag bottom steel.
F-48
48"w x 48"1 x 12"d concrete pad footing with (5) 1*5 rebar each wag
bottom steel
F-6O
�6O"w x 601 x 12"d concrete footing with (1) 45 rebar each wag top steel
-
SEE FOOTING DETAILS ON THIS SHEET AND DETAIL SHEET(S)
#5 bar vert. w/
30" overlap SEE TYPICAL
at each filled cell SECTIONS
4" concrete slab with fibermesh OR
I" recess for 6"x6" #10/10 WWM on 10 mil Visqueen over
waterproofing at slab clean compacted termite treated fill
Grade
NE_ -
0) -
16"w x 16"d concrete monolithic
III III footing with (2) 45 bars cont.
and #5 transverse bars at 32" o.c.
F-I� FOOTING DETAIL
SCALE 1/2" = 1'-0"
Thicken edge to 8"x8"
with concrete and
one 45 bar continuous 4" concrete slab with fibermesh OR
6 x6 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
GRADE
OD
T-8 FOOTING DETAIL
SCALE 1/2" = I'-O"
Termite Protection for New
Construction as per F.B.C. 181L1
CONTRACTOR TO REFERENCE F.B.C.
BUILDING 1816.1 FOR FURTHUR REQUIREMENTS
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backf illing and compaction is complete.
If soil area is disturbed after initial chemical soil treatment,
area shall be re -treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established bg the Florida Department of Agriculture and
consumer services.
Protective sleeves around piping penetrating concrete
slab on grade floors shall not be of cellulose -containing
materials and shall have a min. wall thickness of 0.010"
and shall be sealed within the slab using a noncorrosive
clamping device to eliminate the annular space between
Pipe and sleeve. NO TERMICIDES shall be applied
inside the sleeve per FBC Plumbing 305.1.2
45 bar vert. w/
30" overlap —
at each filled cell
I" recess for
waterproofing at slab
Grade
SEE TYPICAL
SECTIONS
4" concrete slab with fibermesh OR
Cx6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
N E
_ 24"w x 16"d concrete monolithic
footing with (3) 45 bars cont.
3 3 and #5 transverse bars at 32" o.c.
24"
F-24 FOOTING DETAIL
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
/ a � 45 bar cont.
(2) 1*5 bars cont. bottom steel
E STEPDCUJN
Scale: 3/4" = 1'-0"
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DATE DRAWN :
5-6-21
DRAWN BY:
A.S.K. C.C.U.
CHECKED BY:
D.R.B.
MODEL:
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W
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OF 10.
JOB NUMBER:
G4
21-121
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Metal Sales Manufaturing Inc 5v Metal Roofing
Installed per FL 1*11560.1 over Pol9glass Self
Adhered roofing system Installed per FL4 5259.1
over 19/32" CDX plywood attached to trusses
per sheeting attachment diagram on roof plan
�" poured concrete
floor slab
HIP ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum
Nall Size =
8d angular ring shank (min. 2.5"
long)
2. Minimum
Screw Size = 48 x 2.5"
3. MAX.
Sheathing Thickness 19/32" CDX Plywood
,4. Use nails
or screws
based on pressure for roof
stated
in permit info box
on these plans for zone 3
O
4 FT 2E
30
F TT
A%
2
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2E 2
4 FT
2R
2R 4 FT R
2E
2
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4 FT 2E 1
4 FT
0
Ke
Area
Edge
Field
Fastener
Pressure
Zone
I
6"
8d x
2.5"
ring
shank
%
psf
Zone
2E,
2R
8d x
2.5"
ring
shank
112
psf
Zone 3E
Zone
2E,
2R
IOd x
3"
ring
shank
163
psf
Zone 3E
Zone
2E,
2R
�48 x
Screw
2.5"
wood
263
psf
Zone 3E
TRUSS BRACING NOTES
Contractor to brace all top and bottom chords in floor
and roof trusses in the following manner:
- install first row of truss bracing 36" from exterior walls
and spaces 12" o.c. thereafter top and bottom chords
- install bracing on any top or bottom chord which is longer
than 12" in clear span.
All truss bracing to be 2" x 4" wood and shall be attached to
top of bottom chord and on bottom of top chord of trusses.
,
usses spaced per truss
nufactures plans
Ipical splice
ttach bracing to truss chord
ling (2) IOd nails in all
cations
It
x 4" wood bracing
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SECOND FLOOR FR�4MING/LOUJER ROOF PL�4N
TYPICAL NOTES: Scale:
— ALL Fl9wood sub —flooring to be saturated w/ Thompson's
water seal Immediately of ter Installation for leak protection.
— Overhangs at 2 -O unless otherwise noted on this sheet
— Roof pitch at �:12 unless otherwise noted
— Truss shop drawings to be provided by manufacturer
— 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 MANUI=ACTURER
— Architect to review Truss Shop Drawings Prior
to construction for layout and uplift verification
— Provide _T1 fire stop blocking at all floor trusses dividing the floor
area into 500 sq. ft. (1„lax.) spaces F_
BI
III
For Landing framing
See stair section
Sheet 4
Q
BI
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BI L31
LEDGER SCHEDULE
Mark Size and Description
LGI (2) 2" x 8" PT ledger bolted to wall with (2) 5/8" did.
expansion anchors at 24" o.c. staggered with min_
6" embedment into wall
� Digitally signed
Daniel R. Braden
J�A4�2_Date: 2021.09.01
1 14:33:05-04'00'
Typical Flooring on See wall Section
Floor Joists for Details
( see framing plan ) --, --,_f'
5/8" drywall � I/2" CDX plywood nailed to foists with 6d �
nails at 6" o.c. edges t 12" o.c. intermediate
DRAT=TSTOPPING DETAIL
scale 3/4" = I'—O"
Typical Flooring on 3/4" CDX plywood sub —flooring
screwed and glued to floor trusses. ALL plywood
See typical section sub —flooring to be saturated with Thompson's
for Wall finish notes water seal Immediately after Installation for leak protection
base board ProYYide Simpson H2.5A strap
with (5) 8d nai s into ledger and
(5) 8d nails into floor foist
I at each floor foist to ledger connection
16" deep Top Chord Bearing
floor trusses at 24o.c. typical
R-30 Batts Insulation
5/8" Drywall
Ledger LC�I
see ledger schedule I B �a be�rn schedule
HN
F loot Truss to Block all 4ttachm&nt ED&tail-
rts
STRAPPING SCHEDULE
HTS 2
HTS 20
Simpson HTS 20 hurricane
anchor at each truss (2.4" o.c.)
supporting Max. I,450 lbs.
uplift w/ (2.4) IOd x 1.5" nails
STRAPPING
SCHEDULE
HETA 20,
SIMPSON HETA 20 hurricane
anchor at each truss supporting
Max. 1,810 lbs. uplift. Strap shall
have (q) IOd x I I/2" nails.
openings.
BEAM
SC�EDULE
Mark
Size
and Description
BI
Two rows of beam block filled with concrete and (I) 45 bar
continuous in each row. Provide precast lintel filled with
concrete and (1) 1*5 bar per lintel schedule continuous
over
Additional
45 bars
LINTEL
Lintel
Bar
Clear
",4"
"B"
CLEAR
N � COVER
":''•,.. �
Precast Lintel
Length
Length
Span
Bars
Bars
2'-10"
2'-8"
none
2'-2"
2,U3
none
8F8-OB/IT
-r Additional
#5 bars
4'-0"
3'-10"
2'-8"
2,43
none
CLEAR .�:,•: '!'.:-'
COVER One Row of Beam
/
�'—b"
�'—�"
3'-2"
2,43
none
5'-.4"
5'-2"
2,U3
none
Block Above
5'-10"
5'-8"
2,44
none
Precast Lintel
Additional
CLEAR �`----'' #5 bars �-----''
2,U,4
none
1'
none
8F16-IB/IT 8F16-6/2T
NOTES:
2,45
none
ALL reinforcing steel is grade
60.
I. MIN. COVERAGE OF STEEL = 1.5"
2. MIN. BEARING REQUIRED 9 EA. END = 4"
3. STANDARD FOR REINS. STEEL = ASTM A615 GRADE 60
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
UU
coy,",
0.
SCHEDULE
Mark
Window
or Door
Unit
Width
Lintel
Size
Cast -Crete
Specification
Pre-
Stressed
Rows of
BM Block
Above
Bottom
Steel
Size
Top
Steel
Size
Max.
Gravity
Load
(PLF)
Max.
Uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L20
L22
2'-O"
2'-2"
2'-10"
8F8-OB/IT
NO
I
#5
3069
1569
1642
—
L31
2'-6"
3'-9"
8F8-OB/IT
NO
—
I
#5
2561
1363
Z63
L45
4'-5"
5'-I"
8F8-OB/IT
NO
—
I
#5
1349
1016
411
L50
5'-0"
5'-8"
8F8-OB/IT
NO
—
I
#5
1105
909
339
L60
6'-8"
6'-8"
8F8-OB/IT
NO
—
I
#5
1011
121
534
LSO
T-O"
T-O"
8F8-OB/IT
NO
—
I
#5
1011
l2Z
534
L80
8'-01"
8'-8"
8F8-OB/IT
NO
—
I
#5
699
591
512
L90
9'—O"
9'-8"
SF8—OB/IT
NO
—
I
#5
535
530
401
1_I00
10'-0"
10'-8"
SF8—OB/IT
NO
—
I
#5
582
414
452
LI10
10'-0"
II'-8"
8F16-I113/IT
NO
ONE
I
#5
I
#5
1254
410
402
L120
12'-0"
12'-8"
8F16-8/IT
NO
ONE
I
45
I
#5
10l5
606
324
L140
14'-0"
14'-8"
8F16-IB/IT
YES
ONE
I
#5
I
#5
1310
519
284
LI60
W-O"
16'-8"
8F16-IB/2T
YES
ONE
I
#5
2
#5
950
500
194
LI80
16'-O"
18'-8"
8F16-IB/2T
YES
ONE
I
#5
2
#5
-I50
424
148
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- 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 13'-II" LONG ARE TO BE PRESTRESSED.
- CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY
OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING
ANY/ALL LINTELS
md
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DATE DRAWN
5-6-21
� DRAWN BY:
� CHECKED BY:
D.R.B.
MODEL:
Q SHEET
Q
W )O o
� OF 10.
M--I
� JOB NUMBER:
G4 21-121
Cco ri h �
i�00F PL,4N
TYPICAL ROOF NOTES: Scale I/-4" = 1'-0
"
Overhangs shall be 2'-0" unless otherwise noted on this sheet
Roof pitch Shall be �:12 unless otherwise noted on this sheet
Truss shop drawings to be provided by manufacturer
'4ny changes to this plan shall be submitted to the
architect for approval in writing prior to starting construction.
/4LL TRUSS TO TRLUSS CON NECTf ONS BY
TRLUSS M.4NL1 FF4CTJRER
/4rchitect to review Truss Shop Drawings Prior
to construction for layout and uplift verification
Contractor to provide for Form Board Survey and to provide
Form Board Survey to Truss Company prior to truss construction
Contractor to provide the Architect with truss shop drawings including
ALL truss cut sheets showing .4LL truss reactions prior to S7�4RT
OF: FOUND;4TiON WORK for strand footin�gg size verification.
TRUSS DEFLECTION SHALL N�app T EXCEED 0.5 ON ANY TRUSS.
HiP ROOF: SHEETiNG
ATTACHMENT DETAI
I. Minimum
Nail Size =
8d angular ring shank (min. 2.5"
long)
2. Minimum
Screw Size = 48 x 2.5"
3. MAX.
Sheathing Thickness 19/32" CDX Plywood
4. Use nails
or screws
based on pressure for roof
stated
in permit Info box
on these plans for zone 3
O
4 FT 2E
0
F
F Al
f�
FT
2R
I
2E
2E 2
2R 4 FT R
k� 2
F A\
u_
— — 4 FT 2E 4 FT L
HANGER
Key
Area
Edge
Field
Fastener
Pressure
Zone
I
8d x
2.5"
ring
shank
�6 psf
Zone
2E,
2iZ
8d x
2.5"
ring
shank
112 psf
Zone 3E
Zone
2E,
2R
IOd x
3"
ring
shank
163 psf
Zone 3E
Zone
2E,
2R
�8 x
Screw
2.5"
wood
263 psf
Zone 3E
TRUSS BRACING NOTES
Contractor to brace all top and bottom chords in floor
and roof trusses in the following manner:
- install first row of truss bracing 3L" from exterior walls
and spaces 12" o.c, thereafter top and bottom chords
- install bracing on any top or bottom chord which is longer
than 12" in clear span.
All truss bracing to be 2" x 4" wood and shall be attached to
top of bottom chord and on bottom of top chord of trusses.
usses spaced per truss
nufactures plans
Ipical splice
ttach bracing to truss chord
ing (2) IOd nails in all
cations
" x 4" wood bracing
(2) SIMPSON HETA 20 hurricane
anchors at each girder supporting
Max. 2500 lbs. uplift. Each Strap
shall have (q) IOd x I I/2" nails.
Truss to have 24" of blocking
_2
20
2
H
O
N
o
HTS
HU
212
A
B2
Bl
BI
BI
�
C
L60 BI BI L31
O
cv
2
BI
I #\2\ I
C_2
�
L31 BI
BI L60.-:;
r22" x 36"
Ittic Access)
,A
�
12
SCHEDULE
SIMPSON HUC212— 2
Provide Simpson HUC212-2 hanger
w/ (10) 16d Halls Into Joist
and (10) Ind Halls Into header
supporting 3,600 lbs. max. gravity.
and 2,600 lbs. max. uplift.
STRAPPING SCHEDULE
HTS 2
Simpson HTS 20 hurricane
anchor at each truss (24" o.c.)
supporting Max. 1,450 lbs.
uplift w/ (24) IOd x 1.5" Halls
SE/4
openings.
M SCHED
�
1"fark
Size
and Description
BI
Two rows of beam block filled with concrete and (I)5 bar
continuous in each row. Provide precast lintel filled with
concrete and (I) :45 bar per lintel schedule continuous
over
Metal Sales Manufaturing Inc 5v Metal Roofing
Installed per FL 1$115�0.1 over POlyglass Self
Adhered roofing system Installed per FLU 5251.1
over I9/32" CDX plywood attached to trusses
per sheeting attachment diagram on roof plan
Digitally signed
by Daniel R.
aCe�2_ Braden
Date: 2021.09.01
14:32:52-04'00'
STRAPPING SCHEDULE
HETA 20
HETA 20
SIMPSON HETA 20 hurricane
anchor at each truss supporting
Max. 1,810 lbs. uplift. Strap shall
have (q) IOd x I I/2" Halls.
Additional
45 bars _ Lintel Bar Char ",4" Its//
W�`� �` "� Length Length Span Bars Bars
N '�.� _;;: � CLEAR
i � COVER
• i Precast Lintel 2'-10" 2'-8" I16" 2,#3 none
2'-2" 2,1$3 none
8F8-OB/IT
Additional 3'-10" 2'-8" 2,U3 none
- #5 bars
CLEAR3' -2" 2,#3 none
COVER One Row of Beam
Block Above 5'-2" 2,#3 none
5'-10' 5'-8" 416" 2,u4 none
Precast Lintel
2,u4 none
\ r i AddrUonal i • �
CLEAR �-----y 45 bars �-----y
cov>=R 7'-6" 1'-0" 6'-2" 2,U5 none
8FI6-IB/IT 8FI6-IB/2T
NOTES: 8'-4" 7'-10" T-O" 2,u5 none
I. MIN. COVERAGE OF STEEL = L5"
2. MIN. BEARING REQUIRED a EA. END = 4" ALL reinforcing steel is grade 60.
3. STANDARD FOR REiNF. STEEL = ASTM A615 GRADE 60
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
L
00
AR 97711
f >\ITEL SCHEDULE
Window Pre- Rows of Max. Max. Max.
or Door BM Block Gravity Uplift Lateral
Mark Unit Lintel Cast -Crete Stressed Above Bottom Top Load Load Load
Width Size Specification Steel Size Steel Size (PLF) (PLF) (PLF)
L20 2'-0" 2'-10" 8F8-OB/IT NO — I 45 3069 1569 1642
2'-2"
L31 2'-6" 3'-9" 8F8-OB/IT No — I 45 2561 1363 163
2'-8"
3'-I"
L45 4'-5" 5'-I" 8F8-OB/IT NO — I 45 1349 1016 411
L50 5'-O" 5'-8" 8F8-OB/IT NO — I #5 1105 909 339
L60 6'-8" 6'-8" 8F8-OB/IT NO — I #5 1011 121 534
LZO Z'-O" 1'-O" 8F8-OB/IT NO — I #5 1011 121 534
L80 8'-0" 8'-8" 8F8-OB/IT NO — I 45 699 591 512
L90 9'-0" 9'-8" 8F8-OB/IT NO — I #5 535 530 401
LI00 10'-0" 10'-8" 8F8-OB/IT NO — I #5 582 4Z4 452
LI10 10'-0" II'-8" 8FI6-I13/IT NO ONE I #5 I 45 1254 410 402
L120 12'-O" 12'-8" 8FI6-IB/IT NO ONE I 45 I #5 10i5 606 324
L140 14'-O" 14'-8" 8FI6-IB/IT YES ONE I #5 I #5 1310 519 284
LI60 IC-O" I6'-8" 8FI6-IB/2T YES ONE I #5 2 #5 950 500 194
1_180 16'-0" 18'-8" 8FI6-IB/2T YES ONE I 45 2 #5 150 424 148
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- 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 13'-II" LONG ARE TO BE PRESTRESSED.
- CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY
OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING
ANY/ALL LINTELS
A C1 CL W
3
L u
O
O
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I 03 z OD
r�3 �
DATE
DRAWN
5-6-21
� DRAWN BY:
� CHECKED BY:
H
D.Q.B.
MODEL:
W
SHEET
W � o
OF 10.
� JOB NUMBER:
�1 21-121
Popyri h
00
AR 97711
f >\ITEL SCHEDULE
Window Pre- Rows of Max. Max. Max.
or Door BM Block Gravity Uplift Lateral
Mark Unit Lintel Cast -Crete Stressed Above Bottom Top Load Load Load
Width Size Specification Steel Size Steel Size (PLF) (PLF) (PLF)
L20 2'-0" 2'-10" 8F8-OB/IT NO — I 45 3069 1569 1642
2'-2"
L31 2'-6" 3'-9" 8F8-OB/IT No — I 45 2561 1363 163
2'-8"
3'-I"
L45 4'-5" 5'-I" 8F8-OB/IT NO — I 45 1349 1016 411
L50 5'-O" 5'-8" 8F8-OB/IT NO — I #5 1105 909 339
L60 6'-8" 6'-8" 8F8-OB/IT NO — I #5 1011 121 534
LZO Z'-O" 1'-O" 8F8-OB/IT NO — I #5 1011 121 534
L80 8'-0" 8'-8" 8F8-OB/IT NO — I 45 699 591 512
L90 9'-0" 9'-8" 8F8-OB/IT NO — I #5 535 530 401
LI00 10'-0" 10'-8" 8F8-OB/IT NO — I #5 582 4Z4 452
LI10 10'-0" II'-8" 8FI6-I13/IT NO ONE I #5 I 45 1254 410 402
L120 12'-O" 12'-8" 8FI6-IB/IT NO ONE I 45 I #5 10i5 606 324
L140 14'-O" 14'-8" 8FI6-IB/IT YES ONE I #5 I #5 1310 519 284
LI60 IC-O" I6'-8" 8FI6-IB/2T YES ONE I #5 2 #5 950 500 194
1_180 16'-0" 18'-8" 8FI6-IB/2T YES ONE I 45 2 #5 150 424 148
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- 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 13'-II" LONG ARE TO BE PRESTRESSED.
- CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY
OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING
ANY/ALL LINTELS
A C1 CL W
3
L u
O
O
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��v o
I 03 z OD
r�3 �
DATE
DRAWN
5-6-21
� DRAWN BY:
� CHECKED BY:
H
D.Q.B.
MODEL:
W
SHEET
W � o
OF 10.
� JOB NUMBER:
�1 21-121
Popyri h
O
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I 03 z OD
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DATE
DRAWN
5-6-21
� DRAWN BY:
� CHECKED BY:
H
D.Q.B.
MODEL:
W
SHEET
W � o
OF 10.
� JOB NUMBER:
�1 21-121
Popyri h
DRAWN
5-6-21
� DRAWN BY:
� CHECKED BY:
H
D.Q.B.
MODEL:
W
SHEET
W � o
OF 10.
� JOB NUMBER:
�1 21-121
Popyri h
MODEL:
W
SHEET
W � o
OF 10.
� JOB NUMBER:
�1 21-121
Popyri h
45 bar vert.
Control Joint
at 30'-0" max.
PLAN VIEW
AT ALL/ANY CONTROL JOINTS
T apical Masonry Wall
Extend Joint reinforcing
into concrete column
PLAN VIEW
L—Typical Masonry Wall ❑
N
m
m ❑❑ El El
32" 32"
Provide Prefabricated Provide Prefabricated
"T" Joint ReinforcingZ,"L" Joint Reinforcing
at ALL T—intersections at ALL Corners
PLAN VIEW PLAN VIEW
AT ALL "T• INTERSECTIONS AT ALL CORNERS
TYPICAL CONCRETE BLOCK WALL REINFORCING
TO BE DUR—O—WAL DA3200 LADUR JOINT
REINFORCEMENT IN STANDARD WEIGHT (9GA) WITH A
HOT DIPPED GALVANIZED FINISH. REINFORCING SHALL
BE PLACED IN ALL CONCRETE BLOCK WALLS AT
IL" O.C. VERTICAL OR EVERY OTHER COURSE OF BLOCK
TYFICAL MASONRY UJALL
Rl=iNFCRCiNC� DETAf LS
NTS
4" concrete slab repair
with fiber -mix
Existing slab
6 mil vapor
barrier
8„
d.
cold joint
Existing slab
New fill
New plumbing pipe
or electrical conduit etc...
Slab R&balr Detail
nLs
30" min.
Corner Steel Lap
nts
Seal ALL concrete block iambs prior
to buck per 1=BC R703.8 using ang
approved sealant
VERIF:Y ALL SILL MATERIAL
UJITH OWNER PRIOR TO ORDERING
VERIFY ALL ROUGH OPENING
SIZES WITH THEIR RESPECTIVE
MANUFACTURER PRIOR TO
INSTALLING MASONRY
2" x 6" FT wood secured with
1/2"dia. x 6" expansion anchors
with 2" sq. washer at 18" o.c.
Sprag curing compound
immediatelg following N
toweling
overhead door track secured to wood
jamb per manufacturer's product approval
ALL GARAGE DOORS AS SPECIFIED IN PRODUCT
APPROVAL ON THESE PLANS. DOORS TO MEET
WIND PRESSURE STATED IN PERMIT INFO BOX ON
THESE PLANS
Er
Int
Ex
Int
Garage Door Jamb Detail
NTS
Verify all stucco banding and
trim per elevations
Stucco return
Attach door to block wall with
1/4" dia. x 3" tap —cons with min.
1 1/2" penetration at 12" o.c. max
and 6" o.c. max from each corner thru
I" x 8" PT Buck
See door schedule and
floor plan for size and locations
install door per product approval by mfg
Drywall return
\ See typical wall sections for interior
drywall finish notes
verify filled cell count per
floor plans at window jambs
Exterior Door Jamb Detail
Window Jamb Detail
Drywall return
Sill — verify
material and s
with owner pri
to ordering
NTS
Verify all stucco banding and
trim per elevations
Stucco return
Attach window to block wall with
1/4" dia. x 3" tap —cons with min.
1 1/2" penetration at 12" o.c. max
and C o.c. max from each corner thru
I" x 4" PT Buck
See window schedule and
floor plan for size and locations
install window per product approval by mfg
Drywall return
See typical wall sections for interior
drywall finish notes
verify filled cell count per
floor plans at window jambs
NTS
Lintel — see plans for
size and steel req.
Attach window to block wall with
I/4" dia. x 3" tap -cons with min.
11/2" penetration at 12" o.c. max
and 6" o.c. max from each corner thru
1" x 4" FT Buck
stucco return
See window schedule and
floor plan for size and locations
Stucco finish over sill
slope for drainage
Pour concrete sill
over tin cap
Section Window Head Sill
FITS
Saw
Cut
1/8" wide x 1 1/2" deep
sawcut control joint
to be cut within 24 hrs
after slab is poured
Max. Spacing = 12'—O"
W.W.M.
location
Joint D &t a I I
�S.C.J.� nts
SCJ spaced at 12'-O" o.c. max. throughout slab
Sum wallboard
ood casing
.4" Wood Buck
Note:
all doors
to be prehung
Typical Int&rior Door D&tai
ggpsum wallboard
reinforce corner
metal top track
bi-f old door
ead
T�pica
NTS
2"x-{" Wood Buck
dote:
Tio track 5) bottom
of door, use f lr.
bracket pivot
lood Casing
)sum wallboard
einf orce corners
obi-f old door
Jamb 2"x4,, wood Buck
Si—Fcld Door D&tad
NTS
"board
)sing
Dre-hung pocket door
Typical Fcc.-k&t Door Detail
NTS
11
Digitally signed
by Daniel R.
Braden
Date: 2021.09.01
14:32:39-04'00'
2 x
p plate'
�{ to 5/8" drywall ceiling on
truss bottom cord
5/8" drywall on
1 5/8" x 3 5/8" x 20 ga
metal studs at IL" o.c.
x 4" P.T. bottom plate
4" concrete slab with fibermesh OR
Typical baseboard 6"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
ical Interior Non -bearing F1artition
Scale: 1/2" = 1'-0"
� O
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DATE DRAWN:
5-6-21
DRAWN BY:
CHECKED BY:
D.R.B.
MODEL:
Q^
H
SHEET
D1
w
JOB NUMBER:
G4
21-121
Cco ri h �