1101 E MARINE VIEW DR 2019-02-07

Designer: Sheating Basic Decks 36"minimum high guard Basic Decks U-1 o Existing building with intermediate rails Sidingg Pa e 4 of 5 spaced so that a sphere Page 3 of 5r l 2 n co Hold-down or Flashing for Flashing 4"in diameter cannot t a W tension device Floor sheathing nailing water tightness See detail 1 page 4 pass through(See Tip a Q Q with 1500# at 6"o.c.(max)to joist Decking for ledger attachment Sheet 3). See detail 2 0 capacity with hold-down. options LI , _ page 4 for guardrail rn s Deck joists per page 5 / Decking / post connection a o. o Approved joist hangers / o 0 on Pressure treated 2x ledger 2"min. 1 Secure ballusters with(1)#8d wood ® 0 with fasteners per IRC / screw top&bottom ' I Table R502.2.1 Deck Joist / %"spacing / t' Floor joist Holdown device min 750#caIn recommended at 4 locations,evenly distributed Floor joists Note: for drainage Knee braces are deck&1 within 2'of each end required if distance ledger.Holdown devices shaadeConquacyr to of olid umber from grade to top of q Y post exceeds 48". Jurisdiction: engage deck joist per hofor ledger connection. See detail this page manufacturer(slight offset allIf an exit or egress from the 0 A fully threaded 3/8"diameter lag existing building passes Option # 1 Option # 2 predrilled wlmin 3"penetration to center under the proposed deck,or if (Required for New Construction) of top plate,studs,or header. (Existing Construction Only) there is an existing patio 44 posts min.w/ under the proposed deck, 8'-0"max.height 6'-8"minimum clearance and 6x6 3200 Cedar Street must be maintained. Please for 8'-0"to Everett, WA. 98201 Note: Note: indicate openings in existing 10'-0"max.height (425) 257-8810 These details are applicable Holdown devices are not required wall in elevation view. where floor joists are parallel for decks less than 3'-0"high or to deck joists, free standing decks. Project: 1 Ledger Attachment for Lateral Loads Per IRC 502.2.2.3 � Note: Manufactured post U Pier blocks may be base cast in footing substituted for Type A footings. See page 5. 3,000 psi concrete 4x4 min.post (no special > �C mazA 5/ O p galvanized m.b. @ 60"o.c.max.,Typ inspection required) or threaded rod w/ Finished grade J nuts&washers r 2 min 1"clear �/ � w I (2)#4 ea.way,3" > 0 clear to bottom of � o 2)�minand 5'max I I footing. Footing °� m to bear on 1 I I I I I I I undisturbed max earth.Min. 1800# Typical Deck Section straps Section A s W Or 1/3 the height of the post, a %"O.D.galvanized m.b. whichever is greater Beam splices must occur w or threaded rod w/ over posts with 1-1/2"min.bearing B 2x8 min.blocking nuts&washers Corrosion resistant, min O 2"min metal column cap. Girder beam Follow manufacturer's Q LLJ installation instructions. 2x8 min.deck '"min Note: o joists&rims 2 min and 5"max ® �`� �`� Knee braces are required if distance from grade to top of post s 7 min exceeds 4 feet. Note: Use above details for guard connections or provide engineered Min. 1800#tension straps E 45° 4 x 4 knee brace desi n that shows Guards can resist a single concentrated load N Title: z of 2G0 lbs applied in any direction at any point along the top and Section B Specific have attachment devices and supporting structure t-o transfer this load to appropriate structural elements of the building per IBC (1)318"diameterthn,-bolt Details sec 1607.7.1.1 .7 with washers,to (typical) _ o Alternate Knee Brace Detail: p&bottom 2x4 knee brace face nailed ea.side of _ Guardrail Connection post and beam with 4-16d nails at each Pressure treated Q face and connection wood post Drown: (Z(Guardrils are required when the deck is more D. Almond than 30"above grade.) ,� Post to Beam Connection w/ Knee Brace y Date: z eCityGov.net eCityGov.net 03/01/2016