HomeMy WebLinkAbout21-43 McNally 11-16-21 ShALLFRONT ELEVATION
Southeastern Metals 2-4 ga 5v Crimp Metal Roofing Installed
per product approval FLU 11115.1 over Polgglass self adhered
roofing underlaument over 19/32" CDX pluwood attached
n roof plan
[%4" Hardi-Plank Siding nailed to
block wall using the following nails:
Head did = 0.30"
Shank did = 0.14"
Nail Length: I %2" long at 14" o.c.
Per FLU 13192.2
5/8" thick light textured
stucco on typical concrete
block construction
SCALE: 1/4" = 1'-0"
4 Hardi-Flank Sidingnailed to -
2wallblock
usinq the following nails:
Head ra = .3
Shank is =
5/8" thick light textured
stucco on tgpical concrete
o block construction
00
_[__T — — — — — — — — — - :1:X—_ q
LEFT ELEV/470N
„ 1 — 1 2" &a. Aluminum
1" dia. Aluminum Pickets
aluminum �aihr
ED&tad
scale 1/2"=I'
Shop drawings b� manuf uacturer
Falling Shall comps with FBC R312
SCALE: 1/4" = 1'-0"
RIGHT ELEVATION
Southeastern Metals 2,4 ga 5v Crimp Metal Roofing installed
per product approval FLU 11115.1 over Polgglass self adhered
roofing underlagment over I9/32" C'-'" 11
to trusses per sheeting attachment
FERMITTING INFORNATION (FORM 100)
2R 2E
Florida Building Code Residential: -1th Ed 2020 and ASCE -1-16 for Wind Loading
Building Design is: Enclosed Risk Categorg: II Wind Speed: 160 mph ultimate
2E 3
Mean Roof Height: 19'-6" Roof Pitch: 2:12 to 4:12 (7 —209
2R LL
Internal Pressure Coefficient: +0.18
LL LLLL
2E LL LLL LL
LL LL
Subjectabilitg to damage from: Weathering: Negligible Termites: Vero Heav4
LL LL
2RLL
Width of Roof End Zone: 4'— 0
LL
LL
LL 2E LL
Wind Exposure Classification: D
LL
4 4
Adjustment factor for Exposure Height Using Allowable Stress Design andLL
L
LL L
Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.6WL
LL L
5LL L
Exp Height Ad j Factor: 1.55 x Load Factor 0.6 = 0.93 applied below
HIP ROOF
Components $ Cladding Wind Pressure (NET) Roof Zone: I. +32.0/-54.0 psf
Roof Zone: 2E/3E +32.0/--12.0 psf
Roof Zone: 2R +32.0/-94.0 psf
Components t Cladding Wall End Zone Width: 3'-0"
0 = Roof Zone I
WALL Components > Cladding Wind Pressure: Zone 4: +43.0/-41.0 psf
Walls Zone 4
Zone 5: +43,0/-58.0 psf
Components > Cladding Wind Pressure (NET) on Garage Door:
= Roof Zone 2E/2R
Zone 5 = 16'—O" x 1'-0" GD = +31.0/-45.0 PSF
Walls Zone 5
Zone 5 = 10'-0" x I'—O" GO = +39.0/-49.0 PSF
END ZONE
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? Yes
,ore Components an Cladding Details Provided? Yes
p g
� = Corner zones
Roof Zone 3
Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X Bg Test: psi
This Building Shall Have the Following:
APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER:
SCALE: 1/4" = 1'-0"
REAR ELEVATION
Plank Siding nailed to
isrng the following nails:
1: 1 %2" long at 16" o.c. O
3192.2 LL
5/8" thick light to turgid
stucco on tgpical co Crete
block constructs n
SCALE: 1/4" = 1'-0"
Daniel
Braden
Digitally signed
Re by Daniel R.
Braden
Date: 2021.11.16
16:17:42-05'00'
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21—�3
Copgright
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21'-2"
Stair Info:
18 risers at 7 high
11 Treads at 11" deep
N
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BEDROOM
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Window Schedule
Mark
Size
Window Description
1.
2'_2" x 2'_2"
SINGLE HUNG
2.
3'-1" x 3'-2"
SINGLE HUNG
3.
5'-8" x 5'-8"
HORIZONTAL ROLLER
4.
3'-2" x 3'-2"
CASEMENT - EGRESS
5
2'-2" x 3'-2"
SINGLE HUNG
- ALL Windows to be white 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 Im act rated.
- verlfg ail masonry/rough opening sizes prior to ordering
windows.
Door Schedule
Mark
Size
Door Description
A
3'-O" x 6'-8"
FRENCH DOOR
B
2'-8" x 6'-8"
MASONITE 6 PANEL - 20 MIN FIRE DOOR
C
3'-O" x 6'-8"
MASONITE 6 PANEL
D
6'-0" x 6'-8"
SLIDING GLASS DOOR
E
9'-O" x 6'-8"
SLIDING GLASS DOOR
F
16'-O" x -1'-O"
GARAGE DOOR
G
2'-8" x 6'-8"
MASONITE 6 PANEL
H
2'-6" x 6'-8"
MASONITE 6 PANEL
J
2'-6" x 6'-8"
MASONITE 6 PANEL POCKET
K
'4,_O" x 6'-8"
BI-FOLD
L
2'-8" x 6'-8"
BI-FOLD
M
5'-0" x 6'-8"
BI-PASS
N
5'-O" x 6'-8"
MASONITE 6 PANEL LOCKABLE
P
2'-8" x 6'-8"
MASONITE 6 PANEL POCKET
R
5'-0" x 6'-8"
BI-FOLD
S
3'-0" x 6'-8"
BI-FOLD
- 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 criterla listed above.
SEAL CONCRETE BLOCK AT DOOR AND WINDOW
OPENINGS WITH CONCRETE SEALANT PRIOR
TO BUCK INSTALLATiON PER FBCR 103.8
wide Smart Vent Model #1540-510
ngineered flood vent - installed per
manufacturers recomendations.
I vent = 200 sq. ft. of coverage
e = 532 sq. ft. - 3 vents required
FLOOR PL/4N \
TYPICAL NOTES: \ 21'-2" /
I. Contractor to verif ALL notes and dimensions p or\to proceeding with work/
2. Contractor to STRICTLY enforce ALL OSHA R irements. /
3. ALL Lumber to be used as Beam, Rafters, etc... to ha \a\min. 1,500 psi fiber
bending stress. \
-4. No dissimilar metals to touch.
5. Drywall at ceilings shall be leveled and attached to bottom chor \
of trusses with screws per FBC R102.3.5.
�. ALL wood in contact with concrete shall be pressure treated.
1. ALL wall dimensions are nominal and not finished wall or stud dimensions.
8. ALL plumbing fixtures to be low flow.
`l. Lowest finished floor to be set by others - Surveyor to set in field.
10. Separation between residence and garage shall be per FBC R302.�
11. Door between garage and residence shall be 1-3/4"t 20 min. rated door
12. gall and Ceiling shall have a flame -spread classification of not greater than
200 per FBC R302.9.1
13. Wall and ceiling finishes shall have a smoke -developed index of not greater
than 450 per FBC R302.9.2
1-4. 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
15, Gypsum board material shall conform to ASTM C3�, C19, C-415, C51-4, C, 30, C931
C��O, C1002, CIO-41,Cllii, C1118, C1218, C1395, or C139� and shall be installed
according to the following: (FBC R102.3.5) See table below for attachment
1�. ALL ceramic the surfaces installed shall conform to ASTM ,A108.1 thru A108.�,
A108.1, A118.1, A118.3, A13�.1 and A1311
First Floor Square
Footage
First Floor A/C =
283
sq.
ft.
Covered Porch Total
= 10
sq.
ft.
Garage =
532
sq.
ft.
First Floor Total =
982
sq.
ft.
Second Floor Square Footage
Second Floor A/C = 815 sq. ft.
Covered Porch Total = 10 sq. ft.
Second Floor Total = 982 sq. ft.
Under Roof Square Footage Breakdown
First Floor Total = 982 sq. ft.
Second Floor Total = 982 so, ft.
Total Space Under Roof = 19�4 sq. ft.
A/C Space Breakdown
First Floor A/C = 283 sq, ft,
Second Floor A/C = 815 sq, ft.
Total A/C space = 1098 sq. ft,
SCALE 114" = I'-O"
11, Cement, fiber -cement or glass mat ggpsum 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.
18. 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 accompanyingg smoke
developed index not to exceed -450 when tested in accordance With ASTM E 84.
Insulation shall comply with F.B.C. R31�.
Drywall Attachement Table FBC R102.3.5
Drywall
Thickness
Location
Orientation
Framing
Member
Max. spacing
fasteners
Nail sizin o tions for
g p
Spacing
of
installation of drywall into
Maximum
wood framing members
Nails
Screws
2" x min. thickness
Ceiling
Perpendicular
2-{"
T,
12
13ga 1 3/8" long with 19/64" head
OR
0.098" diameter x 1 1/4" long
/2
annular -ringed or 5d cooler nail
OR
walls
Either
W,
81,
W,
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"
T,
12
13ga 1 5/8" bong with 19/64" head
OR
0.098" diameter x 1 3/8" long
$
annular -ringed or 6d cooler nail
OR
walls
Either
W,
8
16'
0.092" dia. xx 1 1/8" long with
Direction
1/4" head
OR
Gypsum board nail 0.0915" dia.
x 11/8" with 19/6'f" head.
W.H. = Water Heater in pan where required with drain per FBC Plumbing
041iA
I
SECOND FLOOR PL/4N
SCALE 1/4" = 1'-0"
Digitally signed
Daniel R.byDanielR.
Braden
Braden Date: 2021.11.16
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SHEET NO:
2.
OF
JOB NUMBER:
21-43
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AIR 9770
D
Typical flooring over 15/32" CDX plgwoc
trusses or Joists thru 23/32" CDX plgw
Install 15/32" plywood with #8 x 2.5" woc
max. spacing over 15 lb felt. Install 23/3
screwed and glued to trusses or Joists wit
at 12" o.c.
�2
L31 Bl
STRAFFING SCHEDULE
HETA 20
HETA 20
SIMPSON HETA 20 hurricane
anchor at each truss supporting
Max. 1,810 lbs. uplift. Strap steal
have (9) IOd x 1 1/2" nails.
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.
lases spaced per truss
iufactures plans
mcal splice
,tack bracing to truss chord
rig (2) IOd nails in all
ations
x 4" wood bracing
Typical Flooring on See wall Section
Floor Joists for Details
( see framing plan ) --,, —,J
r T---T ---\ ---- '<---� 7---7
I/ ----------- ---- --\--- t ------
5/8" drywall 1/2" CDX plywood nailed to Joists with 6d
nails at 6" o.c. edges t 12" o.c. intermediate
DRAFTSTOPPiNG DETAIL
Scale 3/4" = 1'—O"
Beam - see schedule for
size and plans for location
See sections for
heights above slab
Floor Truss to Block UJall
SECOND FLCCR F��4M1NC;/ OUJER F�:)CCF P ;4N
TYPICAL NOTES: Scale: 1/�q" = 1'-O"
- 4LL Plywood sub -flooring to be saturated w/ Thompson's
water seal immediately after installation for leak protection.
- Overhangs at 2'-0" 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 MANUFACTURER
Architect to review Truss Shop Drawings Prior
to construction for layout and uplift verification
Provide fire stop blocking at all floor trusses dividing the floor
area into SOO Sq, f t. (Max.) spaces
Additional
#5 bars
Lintel
Bar
Clear
"A'
"B"
!-'
Length
Length
Span
Bars
Bars
y CLEAR
N,:':;.:,' - COVER
i '' i Precast Lintel
2'-10"
2'-8"
-6"
2,u3
none
3'-4"
2'-2"
2,u3
none
8F8-OB/IT
Additional
3'-10"
2'-8"
2,#3
none
#5 bars
CLEAR :�'
4'-6"
4'-4"
3'-2"
2,93
none
COVER One Row of Beam
5'-4"
5'-2"
4'-O"
2,93
none
Block Above
S'-10"
S'-8"
4'-6"
2,94
none
'
Precast Lintel
C-4"
S'-4"
2,#4
none
Additional i
T-
C-2"
2,#5
none
CLEAR #5 bars '�-----�'
COVER
8FI6-IB/IT 8FI6-IB/2T
8'-4"
�'-10"
�'-O"
2,#5
none
NOTES:
ALLreinforcing
steel
Is grade
60.
I. MIN. COVERAGE OF STEEL = 1.5"
2. MIN. BEARING REQUIRED a EA. END = 4"
3,STANDARD FOR REINF. STEEL = ASTM A615 GRADE 60
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LiNTEL SCHEDULE
Window
Pre-
Rows of
Max.
Max.
Max.
Mark
or Door
Unit
Lintel
Cast -Crete
Stressed
BM Block
Above
Bottom
Top
Gravity
Load
Uplift
Load
Lateral
Load
Width
Size
Specification
Steel
S17e
Steel
Size
(PLF)
(PLF)
(PLF)
L20
2'-0"
2'-10"
BPS-OBAT
NO
—
I
u5
3049
1569
1442
2'-2"
1_31
2'-6"
3'-9"
BPS-OBAT
NO
—
1
#5
2541
1363
163
L45
4'-5"
5'4'
8F8-OBAT
NO
—
1
#5
1349
1016
411
L50
5'-0"
5'-8"
8F8-OB/IT
NO
—
I
u5
1105
909
339
L60
6'-8"
6'-8"
8F8-OB/IT
NO
—
1
#5
loll
121
534
LZO
T-O"
T-O"
8F8-OBAT
NO
—
I
u5
1011
121
534
L80
8'-0"
8'-8"
8F8-OB/IT
NO
—
1
#5
699
591
312
L90
9'-0"
T-8"
8F8-OBAT
NO
—
I
u5
535
530
401
LI00
10'-0"
10'-8"
8F8-OB/IT
NO
—
1
#5
582
414
452
LIIO
10'-0"
11'-8"
8FI6-IBAT
NO
ONE
I
#5
1
u5
1254
410
402
1_120
12'-0"
12'-8"
8FI6-IBAT
NO
ONE
1
#5
1
#5
1015
404
324
LI40
14'-0"
14'-8"
8FI6-IBAT
YES
ONE
I
#5
1
u5
1310
519
284
Lit
W-O"
I6'-8"
8FI6-I15/2T
YES
ONE
1
#5
2
#5
950
500
194
LI80
IL'-O"
I8'-8"
811=I6-8/2T
YES
ONE
I
1 #5
2
#5
150
1 424
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'-11" LONG ARE TO BE PRE -STRESSED.
- CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY
OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING
ANY/ALL LINTELS
Provide Simpson H2.5 strap
each floor Joist to ledger connection
ecking - see typical sections
" DEEP PRE-ENGINEERED FLOOR
BUSSES AT 24" O.C. TYPICAL
,hop drawings by manufacturer)
ee typical sections for insulation
/4ttachm&nt
ED &t a I I
ntS
DGER SCHEDULE
Mark Size and Description
LC�I (2) 2" x 8" PT ledger bolted to wall with (2) 5/8" dia.
expansion anchors at 24" o.c. staggered with min.
6" embedment Into wall
ROOF SHF-F-71 lG
,4TTACHMIENT DETAIL
I. Minimum Nail Size = 8d ring shank (min. 2" long)
2. Minimum Screw Size = #8 x 2"
3. Minimum 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
2 4 FT 30
2
2
F 4 FT 2
5 4 FT 2 4 FT
2
— — — — per\
1~L
\
'I
2
I
Q
4 FT 2 2 4 FT,
** Use nails or screws based on pressure for roof
stated
in permit info box on these plans for zone 3
Key
R:)
Area
Edge
Field
Fastener
Pressure
Zone I
�"
�"
8d ring shank
45 psf
Zone 2
�{"
6"
8d ring shank
�6 psf
Zone 3
�"
�{"
8d ring shank
84 psf
** Zone 3a
#8 wood screw
112.5 psf
SE/4�1
SCHEDULE
Mark
Size
and Description
Bl
Two rows of
continuous in
concrete and
over openings.
beam block filled With concrete and (1) #5 bar
each row. Provide precast lintel filled with
(1) U5 bar per lintel schedule continuous
B2
(2)
2" x 12" SYP 42
Wood Beam
B3
(2)
1.15" x
1�" Laminated Wood BeamI,-
J
00F PL/4N
91
�
12 12"
{ SLOPE .H
NL20
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12"
Southeastern M
per product api
roofing underlay
to trusses per
TYPICAL ROOF NOTES: Scale I/4" = I'—O"
- Overhangs shall be I'—O" unless otherwise noted on this sheet
- hoof pitch shall be S:12 unless otherwise noted on this sheet
- 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 MANUFACTURER
- Architect 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 ALL truss reactions prior to START
01= 1=OUNDATf0N UJORK for strapp and footin�gg size verification.
— TRUSS DEFLECTION SH�4LL >�IOT PXCPPD 0.5 ON ANY TRUSS.
b
Digitally signed
Daniel R.byDanielR.
Braden
Braden Date: 2021.11.16
16:17:16-05'00'
Im
i-01
�
12"
Southeastern M
per product api
roofing underlay
to trusses per
TYPICAL ROOF NOTES: Scale I/4" = I'—O"
- Overhangs shall be I'—O" unless otherwise noted on this sheet
- hoof pitch shall be S:12 unless otherwise noted on this sheet
- 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 MANUFACTURER
- Architect 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 ALL truss reactions prior to START
01= 1=OUNDATf0N UJORK for strapp and footin�gg size verification.
— TRUSS DEFLECTION SH�4LL >�IOT PXCPPD 0.5 ON ANY TRUSS.
b
Digitally signed
Daniel R.byDanielR.
Braden
Braden Date: 2021.11.16
16:17:16-05'00'
Im
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SHEET NO:
3.
OF
JOB NUMBER
21-43
,Pl
00000"a o� c
C] o oO
Strap double top plate to
each stud using Simpson
SP straps. Adjust the
strap size to match stud width
2"x studs - see wall
sections for applicable widths
and stud spacing
Stud along block wall to
be PT
2"x blocking as req. bg
Florida Building Code -
Residential.
Beam - see typical
section at block wall.
Contractor to fill last cell
solid with concrete and (1)
45 bar vert. for frame wall
attachment.
Tapcon screws 410 x 3" 9
IL" o.c. or 1/2" dim. x5/12" Lg.
"Red Heads" w/ 2"dim.x 1/8" washer
See typical
block wall
section
concrete:.footer. '
Frame to Slock uJall /4nc:hor Detail
Scale: NTS
Southeastern Metals 2-4 ga 5v Crimp Metal Roofing installed
per product approval FLU 111-15.1 over Polyglass self adhered
roofing underlayment over 19/32" CDX plywood attached
to trusses per 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
See typical overhang detail
on sheet D-I
12"
See floor truss attachment
detail on framing plan —
5/8" thick light textured
stucco on typical concrete
block construction
#5 bar vert. w/
30" overlap -
at each filled cell
One row of beam block filled with
concrete and (1) 1*5 bar cont.
mid -span of wall and slab height
12
5
baseboard
Insulation R-19
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 6" o.c. max from each corner thru
I" x 4" PT Buck
Exterior face
of wall
Detall at Windows
Exterior face
of wall
1"x4" P.T. Buck
2 sides t header
NTS
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 C o.c. max from each corner thru
I" x 8" PT Buck
P.T. Buck
2 sides t header
Detail at Exterior Doors
NTS
6" min. of Icynene LD-C-50 spray foam insulation on
bottom of roof sheathing in compliance with ICC-ESR-1826
dated Feb. I, 2012. Install DC 315 Intumescent coating
per section 4.3.2 of [CC test noted above to comply
with 15 min. thermal barrier requirements.
Insulation R-20
PRE-ENGINEERED TRUSSES I" x 6" PT Fi
at 24"o.c. TYPICAL
( shop drawings by manufacturer )
5" prefabricate
aluminum gutter
5/8" drywall with smooth finish
1/2" drywall over I" x furring
strips at IC o.c. with R4.2 fyfoil
insulation on typical 8" Block walls
All drywall is per FBC 102.3.1 and
shall meet all pertaining ASTM codes.
Mortar to be Tye "i'1" only.
Provide Our-O-mock at air wet
areas (ex. showers, tubs etc...>
Filled Cell Masonry Column With One
45 From Footing To Beam.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
El
Single Filled Cell Column
NTS
Filled Cell Masonry Column With One
#S From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
Drip edge
Prefabricat
aluminum gut
2" x 6" fe
1/2" 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
Typical Overhang
SEE WALL SECTIONS
FOR WALL CONSTRUCTION
AND STRAPPING
Fill cell with concrete and Zero(I) #S bar vert. (typical). Lot Line Oy e r h a n g
_Max. spacing shall not exceed
40" unless otherwise noted
see foundation plan notes for
spacing at openings
Typical flooring over 15/32" CDX plywood screwed to
-trusses or joists thru 23/32" CDX plywood sub -floor.
Install 15/32" plywood with #8 x 2.5" wood screws at 4" o.c.
max. spacing over 15 lb felt. Install 23/32" CDX plywood
screwed and glued to trusses or joists with 1*8 x 2" screws
at 12" o.c.
PRE-ENGINEERED IC DEEP FLOOR
TRUSSES AT 24" O.C. TYPICAL
(shop drawings by manufacturer)
5/8" drywall with smooth finish
1/2" drywall over I" x furring
strips at IC o.c. with R4.2 fyfoil
insulation on typical 8" Block walls
All drywall is per FBC 102.3.1 and
shall meet all pertaining ASTM codes.
Mortar to be Tye "i' only.
Provide Our-O-mock at air wet
areas (ex. showers, tubs etc...>
Fill cell with concrete and
(1) #S bar vert. (typical).
-Max. spacing shall not exceed
40" unless otherwise noted
see foundation plan notes for
spacing at openings
1/2" expansion joint
4" concrete slab with fibermesh OR
'Cx6" 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Fill all cells with concrete and
provide (1) 45 bar vert. at
24" o.c. max. spacing.
stucco retur
Scale 1" = 1'-0"
attach window to block wall with
/4" dia. x 3" tap -cons with min.
1/2" penetration at 12" o.c. max
I nd C o.c. max from each corner thru
x 4" PT Buck
drywall return
narble sill
rywall
Section Window Head 5111
NTS
19/32" CDX I
Dry
W ooc
Cash
2"x studs — °
for stud sizes
EE WALL SECTIONS
OR WALL CONSTRUCTION
ND STRAPPING
Scale 1" = 1'-0"
19/32" CDX Plywood
HEAD
finish
eather Strip
Sanding — see elevations
:h door to wall
product approval
6y door manufacturer
Typical Exterior Door Detail
NTS
Banding — see elevations
oor stop Jamb
studs — see section for sizes
Note:
all doors
to be prehung
Attach door to wall
Eer product approval
y door manufacturer
Typical Exterior Door Detail
NTS
Min PA) Ativie sit
2" x 6" Buck w/
1/2" dia. lag bolts with 4"
min. embedment at 18" o.c.
6" from each corner top,
sides, and bottom overhead door track secured to wood jamb
per manufacturers spec's
Garage Door Jamb Detail at Frame Wall
SEE PRODUCT APPROVAL FOR GARAGE NTS
MANUFACTURERS TRACK INSTALLATION
INSTRUCTIONS
l H�tS J I"IIX
Dowel (1) 45 bar
w/ 25" min lap
and io" embed
ete Footing
1�'C lss�d Ti& ED Our �balr
nts
stucco finish
see elevations for notes
j to opening framing
rers product approval
2" x C stud wall
two studs under header
two on outside
Typical Window Jamb Frame Wall
NTS
Stucco fine:
see elevate
for notes
Stucco
(3) 2" x 12" header
4,ttach window to opening framing
er manufacturers product approval
wall return
Jindow — verify rou h
ipening size manuf acurer
irble sill
' drywall
Window Header and Sill detail 5) Frame gall
Scale I — 1/2" = I'—C"
Strap stud to top plate using
->impson H2.5A
:xisting double top plate
trap header to top plate using Simpson
STA 12 at 24" o.c. with (8) IOd nails
ach strap
:xisting header to remain
'rovide Simpson LSTA 18
s shown
:xisting studs to remain
ag studs together using
1/8" dia. x 4.5" lag screws
ecess head as needed
dDD Simpson HTTS Strap
ith 5/8" dia. threaded rod set in
redrilled clean hole filled with epoxy and
26) IOd x 1 1/2" nails in each strap
.xisting bottom plate to remain
v� Existing slab and footing to remain
C; a r a D Oor S trapping D stall
Scab: 1/2" = 1'-0"
Digitally signed
Daniel R.byDanielR.
Braden
Date: 2021.11.16
Braden
16:16:53-05'00'
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