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PLAN VIEW Bea r Top Plates onVe rtical Suppor 2x6 @ 16 w c.c w/ 2x6 Leg@ 16ﬅ c/c. 2x6 Bottom BearingPlate. 2x6 Screwed to 2x1 O IHeader . Set 1½n Below Top o f Deck.Bear Top 1late and Screw to 2x6. 1 ¾" Chamfer StripAround ExposedEdge. ' •.• .• •.• ,·�· 6x6 Column Simpson CB66Basep l a te (typ) (3) #4 Hoops@ 12" cfc. �- -===c-�-M 1 '-0 Pad w/ (5) #4 Bar inOne D i rection and (4) #4 in the Opposite Direction Set 3 " Above Grade. (6) #4Vertical L Bars as Shown. , . '; Approximate JLocation of Existing Sewage Line.----,-----------�,, ELEVATION Isolated Pad Founda tionScale: 1/2 " = 1'-0 Simpson HUCQ210-SDSConnector. ¼'ShimBeteen Joist Tail. Simpson PC4Z44Connecto r. 4x4 Stub ColumnScale : 1/2" = 1'-0 Deck Maint Infill PanelsScale: 1/2" = 1'-0 2 (4) # L Bars from Bigfoot through Verical w/ (3) #4 •• Hoops@ 12" cc. - -, �= , =� r .5"M I� -. 6x6 Column SimpsonCB66Baseplate(typ) BF28 Bigfoot SystemFoo t erw/ 12"0 Sonotube.Set(3)#Reba r in Eachdi rection 3•Above Grade. 3 PLAN VIEW ELEVATION PLAN VIEW 28"0 Isolated FooterScale: 1/2" = 1'-0 �0 Railing:2x8 Top Rail 2x6 Face Rail2x2 Pickets @ Max 5" cc TO Upper Deck 100'-0 Remove Deck Pickets frMaintenance. Must be inPlac during Deck Use. Existing Stairs TO Lwr Deck 97'-7 Glu Lam per fPlans.--=: Beyond.. -__ 6x6 Post on PedestalFoundation. SeeDetails. ' ' I •• ' ' •• TO ii 103'-0 Removable DeckPanels f o r Ma i nt. Accss. Must be inPlace during Deck Use. Outline ofHotTub,7_ _ 7 Existing StairHeader Beyond. 2x1 O Header 2x6 Deck MaterialBe yond. @ 6" c/c (typ.). 2x12 J ists@ 16 " C. Glu Lam per Plans.-�- Cut-In Brace perDetail 51S-2. _ _� 4 Refinish Exterior WallSurface to Match Existing.Contracto r to Install allRequired Flashing and Naw3"Deck Glu Lam Beam. Block etween Studsand Beam & Top andBottom - Both Sides. Waterproofing.---� a-�----- (4) #4 L Bars fromBigfootthroughVericl w/ #4 •• Hoops@ 12" cc. --,�==� .5" M 0I ' I' I 3' Min. ' . ELEVATION 36"0 Isolated FooterScale: 1/2" = 1'-0 0I'I' I 6x6 Column Simpson CB66Baseplate (typ) BF36 Bigfoot SystemFooter w/ 12 w0 Sonotube. Set (3) # Rebar in Eachdirction 3• Above Grade. TO Hot T ,_ (2) Existing2x10 Joists. •.• • .. . • . . .. . .• ' Existing Deck Members.Canti l evered fromExisting Floor S ystem. Lowe r WindowBe yond. Meansof Egress frL ower Room. Existing Wall andFoundation System. ExistingEgressWindow SECTION 0 I 'I'I New3"Deck Glu Lam Beam. Packout Under NewBeam w/ (3) 2x6. Existing FoundationS tem Wall. ELEVATION Glu Lam Beam PocketScale: 1/2" = 1'-0 (2) New 2x1 0 JoistsSistered to (2) 2x10 Existing Cantilevered Joists @ DeckExtension Area. Removable Deck Panels f r Maint. Access. Must be inlace during Deck Use. (2) 2x12@Column. 0 I'I'I Outline ofHot T ub. � , . +-,� . r , -- Deck Section Cut A-AScale: 1/2" = 1'-0 2 3 4 5 2x6 Decking ,r 4x4 45° Brace. Cut into post and beam b y 1w , secure with (2)SDS25600 Strong Drive ScrewsEach Side. (Typ. all Brces) Railing to Ma tch Existing2x6 Top Rail2x6 Face Rail 2' 2x2 Pickets @ Max 5 ½" clc • • 6x6WoodColumn. Cut-In Brace �Beyond. 9 Cut-In BraceScle: 1 /2" = 1 '-0 0I'I'I TO Rail 103'-0 (2) 2 ½" #12 Screws into EachPicket w/ (1) 3½" #12 LagScrew@ 12" c/cVerticallyfrom Top Plate to 2x6 Below. TO Hot Tub 100'-! TO Upper Deck 100'-0 Secure with (3) 4" #12 Screws@ 3" cc@ Bottom Beam. TO Lwr Deck 97'-7 2x12 Joists @ 16" cc.Glu Lam Beyond. Deck Section Cut B-BScal a: 1/2" = 1'-0 5 6 "C0iQC "C" "a Q□ ·c Q C" a UC0 J 0 . 6 0 � -' � 0 0 ""0: II 0 � -r Q 0 0 � �w .. . .< ( uz C w 0 C� -� " N0' -C 0 � u , � □. C 0 'iC Qx w .uQ0 w �□ D C :BI CC'iQ0 w(w 08/17/18