HomeMy WebLinkAboutPLANS Deck 1535 Raven Cir Unit A 2024-06-10--
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4/25/24
2 1/2"
min.
(BEAM)
Connectors & fasteners in contact with preservative-treated
wood shall be of hot dipped, zinc coated galvanized steel,
stainless steel, silicone bronze or copper
ALL BEAM/JOIST SPLICES MUST
OCCUR OVER POST/SUPPORT
WITH 1 1/2" BEARING
Caisson to be min. 30" below grade Post
connected to caisson/pier via a Post base
connector - w/ 1/2" dia. anchor min 7" embedment
REMOVE EXTERIOR SIDING OR VENEER
BEFORE ATTACHING LEDGER
OPEN HOLE INSPECTION REQUIRED FOR
DEPTH & SIZE OF CAISSONS/PIERS -
BEFORE CONCRETE IS POURED
CAISSONS/FOOTERS SHALL BE
SUPPORTED ON UNDISTURBED NATURAL
SOILS OR COMPACTED ENGINEERED FILL -
PER 403.1
Wood materials used to be No. 2 grade species or better &
Preservative-treated or approved Naturally durable wood in
accordance with Section R317 & AWPA U1 - Unless noted
otherwise on this drawing
APPROVED by SAFEbuilt;
2021 International Codes
Subject to inspection and compliance to all
Relevant, adopted Building & Municipal
Codes
05/07/2024
PERMIT #24-EP-00139
Field Copy
Print out legibly & in color and have on-site for inspector
REVIEWED BY SAFEbuilt - 5/7/2024 - BY PBland
According to Table
R507.3.1 - Center footer
should be 15" min. diamter
GUARDRAILS FOR 2021 IRC
R507.10.1Support of guards.
Where guards are supported on deck framing, guard
loads shall be transferred to the deck framing with a
continuous load path to the deck joists.
R507.10.1.1Guards supported by side of deck framing.
Where guards are connected to the interior or exterior
side of a deck joist or beam, the joist or beam shall be
connected to the adjacent joists to prevent rotation of the
joist or beam. Connections relying only on fasteners in
end grain withdrawal are not permitted.
R507.10.1.2Guards supported on top of deck framing.
Where guards are mounted on top of the decking, the
guards shall be connected to the deck framing or
blocking and installed in accordance with manufacturer’s
instructions to transfer the guard loads to the adjacent
joists.
R507.10.2Wood posts at deck guards.
Where 4-inch by 4-inch (102 mm by 102 mm) wood
posts support guard loads applied to the top of the guard,
such posts shall not be notched at the connection to the
supporting structure.
R507.10.3Plastic composite guards.
Plastic composite guards shall comply with the
provisions of Section R507.2.2.
R507.10.4Other guards.
Other guards shall be in accordance with either
manufacturer’s instructions or accepted engineering
principles.
In accordance with Manufacturers installation requirementsPlastic Composite
All work shall be performed by Licensed
Contractors OR work shall be performed
by the homeowner residing in the dwelling
PLANS AND CONSTRUCTION SHALL MEET THE 2021 IRC
AND ALL APPLICABLE MUNICIPAL CODES & ORDINANCES