HomeMy WebLinkAboutRevision 9.24.20Provide Simpson LSTA 18
flat strap at each stud —
Simpson SF` strap at each stud
Adjust size to match stud thickness
see wall symbol legend and wall sections
Footing — see foundation
plan for size and steel
requirements
#q diamorn
3
Frame Obenlna Stra
41-0/1
PLAN
Simpson SP strap at each stud
Adjust size to match stud thickness
see wall symbol legend and wall sections
Provide Simpson LSTA 18
flat strap at each stud
1/2" dia. Anchor Bolts with min.
7 embedment at 32" o.c. typical
and 2" dia. washers
Connector Detail
NTS
A/C Compressor Bracket Plan view
SCALE 1/2" = 1'-0"
49 diamond plate
30 " min,
Corner Steel La
nts
SEE TYPICAL
WALL SECTIONS Z
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u
3" x 3" x 1/4" aluminum angles
(4) 1/2" stainless
steel bolts \ W
W
cA
MELRY THOMPSON
ELEVATION
A/C Compressor Bracket Detail
SCALE 1/2" = 1'-0"
z
O
w
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U
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LO
2" x 4" top plate
5/8 drywall ceiling on
truss bottom cord
1/2" drywall on
2" x 4' studs at 16" o.c.
Finish to match existing
" x 4" P.T. bottom plate
4" concrete slab with fibermesh OR
Typical baseboard 6"xC 1*10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
interior lion -Bearing Partition
Scale: 1/2" = i'-O"
Simpson HTS-20 at each truss
truss with (24) 10d x 1 1/2" nails
in each strap
5/8" drywall Strap studs to plate using Simpson
ceiling SP4 strap with (6) 10d x 1 1/2"
nails in each strap
(2) 2" x 4" top plate
\I/2" drywall on
2" x 4" studs at 16" o.c.
2" x 4" Blocking
of studs
Strap studs to plate using Simpson
SP4 strap with (6) 10d x 1 1/2"
nails in each strap
2" x 4" p.t. bottom plate with
1/2" anchor bolt at 32" o.c. and
min. T' embedment with 2" washer
Typical baseboard
4" concrete slab with fibermesh OR
6"x6" 1*10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
:r.
footing see foundation plan
for size and steel req.
Topical Interior Bearing fi artltlon
Scale: 1/2" = 1'-0"
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
1.
FI# 21631.5
Single Hun
g g
1620 SH
impact
MI Windows
and doors
-1/g
3/16" dia. tapcons w/ min. 1 1/4" penetration to be
spaced per product approval. Contractor shall adhere to
min. 2" edge distances specified in Product approval
+ 50.0 PSF
— 10.0 PSF
2.
FLU 26012.1
Sliding Glass
Door
1681/16-11
SGD
Mi Windows
and doors
1/4" dia. Ultracons w/ min. 1 1/4" penetration to be
spaced per product approval. Contractor shall adhere to
min. 1 edge distances specified in Product approval
+50.0 PSF
—
3.
FLU 2163`1.6
Fixed Glass
1620/1630
impact
Mi Windows
and doors
1/8
3/16" dia. tapcons w/ min. 1 1/4" penetration to be
spaced per product approval. Contractor shall adhere to
min. 2" edge distances specified in Product approval
+80.0 PSF
—
4.
FLU 253.1
French Door
FD-101
impact
FGT
Type "A"
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
+ 63.1 F'SF
—
5.
Product
NOA FL
/
NUMBER
Model #
Manufacturer
Attachment Method
TEST
Expiration
Date
Maximum
Design Pressure
of Approved Tests
Mullions
N.O.A.#16-0218.03
3" mullion
install per fastener type and spacings shown in product approval
adhering strictly to all edge distances and embedment depths
5-26-21
+ 110.0 PSF
Roof
FLU 11115.1
SV Crimp Metal
24 ga
Southeastern Metals
Southeastern Metals 8v Crimp Roofing installed per approval
over Polgglass peel and stick underlagment over 19/32" CDX
sheeting nailed to trusses per nailing pattern detail on roof plan
-11.0 psf Field and
perimeter.
-93.8 psf corner
FL# 11602.1
Titanium
Roof Underlayments
Owen Corning
installed per product approval over 1`i/32" CDX
sheeting nailed to trusses per nailing pattern detail on roof plan
- +4� PSF
Siding
STUCCO
ON BLOCK
8/8" Thick light textured stucco on typical
Concrete block construction
Soffit
STUCCO
ON LATH
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 framm and 3/4" penetration into vertical framm
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
1-15-20
riled Cells
(Typical)
1/2"x 4 1/2"
isonry inspection
Clean Out Hole
O° bend from footing
8 bar dia. lap in wall
id footing
Typ, Masonry Filled Cell Detail
NTS
2" x fi T wood secured with
1/2"dia. x �" anchor bolt at 18" O.C.
overhead door track secured to wood
jamb per manufacturer's product approval
Garape Door Jamb Detall
NTS
ALL GARAGE DOORS AS SPECIFIED IN f=RODUCT
APPROVAL ON THESE PLANS. DOORS TO MEET
WIND f=RESSURE STATED iN PERNIT iNFO BOX ON
THESE PLANS
Stair info:
1-1 risers at -1 9/8" high
16 Treads at 10" deep
Scale : 1/2" = 1'-0"
Digitally signed
by Daniel Braden
Date: 2020.09.21
15:37:`12-04'00'
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