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2 �.
<br /> 38'-4112' A4.2
<br /> " � - � �� Pier 24 \ r - -L �
<br /> 2x6 stud wall w/studs at 16 or 24 inches on center,,/2 E y
<br /> g.w.b.,R21 insulation at core,with wall sheathing at exterior tt _ _ _
<br /> •
<br /> Y--r-it-n-- —I
<br /> 314"T&G plywood-glue&nail to ►� per structural. 'house wrap'moisture barrier and siding per I _ _ _J L - T i i o I (-8 I
<br /> supporting members •�� elevations. metal flashing-extend 12" .-• a \A2./ I I,r 1 below top of stem wall I I 1
<br /> • 15#building paper l' : ,yp ;-' I tYP
<br /> Manufacturered Hoist-see plan(see plan ' ` 5/8'X10'anchor bolts,embedded 7"into concrete,at W r; Pier 16 4x10 d.f.#2 girder \ I I
<br /> for direction R38 insulation concrete slab \y
<br /> �. or vapor barrier -
<br /> O 4-0 olc,and set between 31/2"AND 12°from board ends '1 - - - -
<br /> with 3'X 3"X 114'thick washers.Min.(2)A.B.'S per board �►_� I r— J r - lyp
<br /> v [R403.1.6.1]Use galvanized washers or provide an �� b 1 I L - - G p - - �— I
<br /> ilL
<br /> �� �� I ` isolator asketbetween washer and sill late. 14 "' 1. ,1 4madmen T b
<br /> #4 bar cunt at top Si ='. .e— 4'rigid tightline downspout drain, Sign
<br /> 'i - ' U N D E R W 00 D
<br /> + tie to storm sewer. g _ < control joint - r I a I
<br /> I 6 ASSOCIATES,ciC
<br /> 6'concrete foundation wall w/#4 bars @ 18' Ii° grade, / I I I :. I 18 tY et-
<br /> II 1005 4th Street
<br /> olc horiz. bars @ 32"olc vert. ��; .• filter fabric •-- G J1. , �C
<br /> //����Ic- ,• .., - I 0
<br /> I I anacortes,Washington 98221
<br /> 6 MIL black vapor barrier ,,, :� 4'rigid pert.footing drain,with 12°min.of — A2.1 b I I I I L ] t a • _ • • •r`- mrke underw d
<br /> 360.588.0471
<br /> I
<br /> m a �. o o• drain rock cover. tie to storm sewer — oo ALA
<br /> 1 Gx6'concrete footing W(2) - , I I I I I ' 44
<br /> 0' • mikek3�underwoodazchitecture.wm
<br /> #4 bars coot.
<br /> I �,
<br /> firm,undisturbed earth y s 6 s I I I -:4 I Foundation Plan Notes:
<br /> ' 4, 17 [ 1. Coordinate W/ Mechanical And
<br /> I I I J \A2.1 L. Electrical For Locations And Sizes Of
<br /> T
<br /> Foundation Detail Foundation at Porch „'-p J L_ J Foundation / Slab Blockouts.
<br /> - . J ! c— — 1 A2•� 2. Fasteners: Metal Elements Including,
<br /> C3 - r
<br /> Connectors, Must Use Hot dipped
<br /> re, _ Galvanized Metal When In Contact With
<br /> M I A2., p_to 3.0' Acza Pressure Treated Materials.
<br /> , tr _ I I �J yy rr _ _ -j . , I _ E jr319.3) - See 37/sp1
<br /> go ocb ii
<br /> beam per plan
<br /> E—I3/4"t&g strand board decking �' • 3 Trusses All Concentrated Loads
<br /> WI
<br /> I.a, From Roof Trusses Must Be Transferred
<br /> seeA4.1 for bracket callouts floorjoist-see plan �J •
<br /> 5 t •? To The Foundation With A Built-up Post
<br /> 4, LI And Footing As Required. Verify
<br /> NOTE.Fasteners for pressure treated and fire = o
<br /> retardant wood must be of hot dipped � girder-see plan CA271 �y1 a Locations With Truss Engineer.
<br /> 6x6 P.T.df#1 post with cedar wrap galvanized steel,stainless steel or copper. �� N- - -
<br /> (Except 1/2"diameter or greater steel bolts.) — pc-44 EIMIll o-- - I I ' .
<br /> Simpson SimpsonCB66orABU66zpostbase R319.3 (—Th "i _ _ �' I I Crawl Space Ventilation
<br /> 112"weather resistant spacer 4x4 P.T.elf#2 post
<br /> 1.
<br /> I (4)#4 hooked into fooling I II Pier 18typ •
<br /> ;
<br /> Simpson P844 I • Addition Crawl Space:
<br /> r weather resistant spacer Required: (1) 220 CFM Power Ventilator
<br /> ,1 IIram A2.1 I I 1,262 sf x 2.5 sf= 3,155 cubic ft
<br /> Finished grade • ••- • ` ' =• •% : . - 1 3,155 cubic ft/ 15 minutes = 210.3 CFM of
<br /> 1 - r see schedule r� I J I FC. ventilation. 210.3 < 220 CFM = o.k.
<br /> .9��, a, 24"X24"X10"thick footing I I 10\ I I
<br /> —=- _ wl(3)#4's each way ���1�,!! L. is I I I
<br /> -__,.. ' I A2.1 existing foundation I I Existing Crawl Space:
<br /> 9 . Firm,undisturbed earth I I
<br /> ' �� Firm,undisturbed earthsee stherkiesee 2 V I Required: (1) 110 CFM Power Ventilator
<br /> I I I I
<br /> A2.1 I I I 528 sf x 2.5 sf = 1,320 cubic ft
<br /> I I
<br /> ©10Post Footin Floor Joist Girder Support Detail CD
<br /> 0 ikgLn
<br /> 4t I I - I I 1,320 cubic ft 115 minutes = 88 CFM of
<br /> �\ I o I I ventilation. < 11Q CFM - o.k.
<br /> m I I I I I Note: See 6/SP1 for vent placement notes.
<br /> t' 6' , I a I Iqi I I I I y o Jr(' SPwk ` a l space
<br /> -
<br /> 314'T&G plywood-glue&nail to /5 ( J I 9878 Registered
<br /> supporting members horizontal metal flashing wl drip edge 1 • S : ARCHITECT
<br /> ='' a existing floor joists
<br /> �Mtg. �ff _ I n A2., I , . 1
<br /> Manufacturered I-joist-see plan(see plan • • - I Pier 24 3 I I I I Michael G. Underwood
<br /> for direction),R38 insulation '; 3 /a� tt4 top Cont. rebar place vents below L_J 1 , r I State of Washington
<br /> A�1 I
<br /> I
<br /> I. oistlinsulation L J I . r , 1///���^^^''' ��.11
<br /> 5 I 4" concrete slab I � ,. a Q ; I � • • Q. •r l "g _1.° • I I I exp. 09/22/19
<br /> i • i�iik".//Vixiivin 9 F' I I _ 2" sand base 220CFMPower I , m I I I
<br /> ff Ventilator i•
<br /> _ III /12.1 ' Vain: � Pi9r4 I I I Permit Set
<br /> .
<br /> see deck framing plan for joist callouts 1'-11' r ,,I,, 6" thk concrete stemwall r' • J J I ' a I:
<br /> rode . .I #4 rebar @ 24" oc horiz. " •.
<br /> -o° _ - $ I I I Project name:
<br /> 11' -
<br /> 2x8 pt.ledger wl 112"x3"lag screw at 12"cc. I •- and 32" oc vert. - hook 1 d
<br /> 1 .•._ _.J r/12 -`1 a I I I
<br /> 11 _ � • � �. staggered high and low,set into rim with _ .:�- into footing �
<br /> -11. .N _ o HU48TF joist hangers b I I\A2•) I L ,- - -a J. L _ _ i W i kstro m
<br /> ;P •- q� • 6x12 foots 4,
<br /> ` r1 -
<br /> 6MILbladkvaporbartier > •,: ,°-... �� r footing t J - - - - - - - - - - - - I Residence
<br /> firm,undisturbed earth --> - 1 H ,1 -, i 1 1 „
<br /> (2) #4 rebar continuous z-8' ,1s ' r-- ti ,z-o' • _ - _ _ _ - grade
<br /> I I I• I ,g-r' _ - - g - I- Project Addrs: 2019
<br /> t FbaFoundation at Back Deck Section at Patio Stairs I I ;..--)13 4'conc.slab arrierover 6 n2"gralvapor
<br /> mer on 2"gravel bed Issue Date: 12/20/19
<br /> �,.p (2)#4's continuous\� 3/4" = 1' 0" \ / 1/2" = 1' 0" rs Revisions
<br /> e I I I
<br /> slope landing away from I I I 4, 2 , 6'-O' , No. a Description
<br /> structure for positive drainage ,�•,r Thickened Slab Edge
<br /> LI 3/4" = 1'-0„
<br /> #4's©18"o.c. �^ new existing 314'T&G plywood-glue&nail 5'-0°
<br /> •
<br /> -
<br /> nose - ver fy existing structure
<br /> to supporting members j prior to ledger attachment 7 e' 1, A2 - Foundation Plan
<br /> t.
<br /> 13 �� 1/4" = 1' 0" interior
<br /> N
<br /> N k • -�1 Manufacturered I-joist see plan(see11, �' 4
<br /> o slope tread 118'max • • g plan for direction),838 insulation �� ^''ems/►°
<br /> b conpactad fl1 10
<br /> ��`� 1 112• ramp landing
<br /> walkway slab reinforced concrete across joint -.
<br /> 5 i 1- ' ,--- 1 1 2x p.t sill-modify to full stem wall thickness-smpson
<br /> top flange hanger-isolate hanger with 30#felt for 118"saw cut x 114 slab depth-saw f 11- I c 1=-^. ..
<br /> - , within 4 to 12 hours of pouring slab fill
<br /> ---: . lam.
<br /> �, separation from concrete Foundation Plan
<br /> II S•
<br /> note:
<br /> o 2x101edger wl 518'dia.lag screw at 6' - -� I ' I i
<br /> g (2)#4's o.c.staggered top and bottom .' .° locate joints at non-bearing i
<br /> m p.p - - - •• walls where possible
<br /> co
<br /> Concrete Stair Section New to Existing Floor System Control Joint Ramp Landing
<br /> co = A2 . 1
<br /> 93/4" = 1 �) 3/4" = 1'-0" 3/4" = 1 -0
<br /> ] \ J 1 -0
<br /> 12/20/2019 3:49:
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