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2X STUDS 16'0C FRAMING DIMENSION 2x STUDS 1610C FRAMZN9 DIMENSION FRAMINQ 51Dv hold-down anchor
<br /> SArrINSULIRON GATT INSULARON see FIGURE 24 for guard.
<br /> PR. 7R.SILL PLATE W/A.B.
<br /> NWT 1/2"GW
<br /> SIDING PER ELft/A7/ONS SIDING PER£LEt/A77QMS component attachment 9-1
<br /> PER SHEAR WALL SCHEDULE 2X STUDS 16 OC WEATHER-RESISTANT BARRIER 1 joists
<br /> 4'.CONC SLAB 7"MIN,EMBEDMENT P.T.SILL 2x W/A.a PER APA RA70 WALL SHEATHING requirements 11
<br /> GRAKI FILL 3'x3 xa229'PLATE WASHERS SHEAR WALL SCHEDULE.
<br /> E PLAN FOR REINF. 4'CONC SLAB 4'CONC.SLAB 7"MIN.EMBEDMENT, i ua
<br /> 0/ AI L FILL GARAGE (SEE PLAN FOR RE1NF,) 3ir3 z129'PLATE WASHERS. (2)/4 CONr TOP PR. 7R.SILL PLATE W/A.B. g.Jard post t allgrh guard
<br /> 6 MIL VS. 0/ RIP sBl TO END. WALL WIDTH. PER SHEAR WALL SHEAR, l post at oast
<br /> L 2 GRAVEL f11L 4'CONC,SLAB U� 3'x3'x0229'PLATE WASHERS t J "
<br /> a.. �'' (2)P CONT TOP 0/GRAIEL FILL T M/N.EMBEDMENT. j locations .
<br /> SEE DETAIL 2 THIS SHEET FOR h
<br /> d . ° NISEI GRADE k ' ` ' TYP.REINFORCEMENT nm jO1St i
<br /> FINISH GRADE m hold-down anchor rim joist rim joist
<br /> R-10 RIGID INSUL R-f0 RIG10 INSUL 24"
<br /> MIN.24'LONG ,°B. TOTAL LENGTH MIN. 8t ]IGHRINE a k jo13t Q o
<br /> SEE DETAIL 2 THIS k DGHILINE hold-down anchor �- e
<br /> SHEET FOR TYP %4®f0'O.0 HOR1Z. STORM DRAIN STORM DRAIN minimum 2 1/2" = 2"min. rY N
<br /> 14®16-QC KRT, oo. � ro x � � C r8
<br /> HOOK,ALTERNATE RITE?FABRIC -o Rs diameter thru- n a
<br /> END.RElNF. .: o. Zt Z 2 e a FRTT3R FABRIC m 2-1I2'r min.and 5 max. a
<br /> VL _
<br /> 4'D1A.PERF,FND, i tpS �5 4'DIA,PERF.FND. bolts and washers', min, � N
<br /> DRAIN. DRAIN. Q o
<br /> ° • MlN.4"LAYER GRA MIN.4'LAYER AiF1 at joist location between joists _
<br /> AROUND DRAIN PIPE. AROUND DRAIN PIPE. �aC
<br /> SEE PLAN SEE PLAN CONT.B07. SEE PLAN $ECiTtPN. PLAN VIEWS }
<br /> - m
<br /> 1 OUSE—GARAGE CONC. SLAB FLOORS 2 ON—GRADE CONC. SLAB FLOOR 3 TYPICAL GARAGE FND. 4 TYPICAL GARAGE FND. M
<br /> GARAGE DOOR& �4
<br /> JAMB BEYOND RETURN H.R. TO 1 1 4"DIA.MIN. 70 2"DIA.MAX. EMBED Mph t-o"maximum spacing---- ►- r-2x2 baluster,typical
<br /> €� z-6" / F> `� T 2x6 or 5/4 board L
<br /> 0 x WALL OR TERMINATE 7TN000S HANDRAIL fXLST FDN NEW fDN � � U
<br /> W NEWEL POST E3!`iCt 0o Nar r
<br /> DRIVEWAY PROACH �PLA SLABN BALUSTERS 70 CONFORM TO t Tall cap
<br /> Q t�
<br /> PAVING 20f2 IRK,SEC R312 � 3/4-T&G PLYM. � . `„y . ' .-
<br /> SLOPE �ST/BFLOOR.
<br /> {
<br /> I
<br /> a <a n J4 BARS TO MA7M&I1£ID
<br /> SEE PLAN FOR Ha4Z RS#VRCf UT I tt t
<br /> • ¢ STAIR HEADER IXlEN014'WTO NEW WAY Ih7itilft111Nft i, 1 i t I J Ltd top and bottom
<br /> ". ,{4 70P&BOT. 2 INAD NOSING FLOOR JOs7s 1 1 d ; j attach to ward post with
<br /> 4. CONT. o o SHA/l!£MN. PER PLAN l..
<br /> Q &MAx A/' I { (2)6d threaded'nails or z
<br /> COMPACTED FILL BELOW z n Fl (2W wood screws 4-1/2 O
<br /> THICKENED SLAB EDGE z LUS28 HANGER
<br /> 8" CON7)NUOIIS SPREAD FTG PROWOE(1)LAYER5//8'GW,P. --� `' ------- �Cth inside face
<br /> PER PLAN TREAD !F UNDER STAIR SP4LE t 0
<br /> 1S ACt�57ETLE PER
<br /> e 2012 IRQ SEC R311.22. h �i, J Q
<br /> qPL41
<br /> z "� (,J)2X12 S]R/NGERS MIN. Q J
<br /> 2X FIRE BLOCKING 70P&B7M, DW14 BARS (2)112 diameter openings shall not allow attach beWters at��bottom O
<br /> m AND AT WALL ALONG S7R/NGERS END MW 6 thru-bolts and with(1)#8 wood scxew or(2)WQ•SEE BETWEEN STUDS the passage of a 4"
<br /> (2),y4 CONT LT. 2X4 7HRUST BLX washers diameter sphere post-frame threaded nails with L I W
<br /> O:13F nominal diameter (n of
<br /> 5 TYP. FOOTING 0 GARAGE DOOR WALL 6 7 FOUNDA TION DETAIL S GUARDRAIL 0 t �
<br /> 2 O W
<br /> TYP.ROOF CONSTRUCRON
<br /> COMPOS17ION SHINGLE PER PLAN
<br /> NO, 15 ASPHALT SATURATED FELT
<br /> ROOF SY7C.PER STRUCT,N07ES 2x4 FLAT LOOKOUTS AT
<br /> 7RUSSES PER PLAN 24'C.C.(NOTCH GABLE see FIGURE 24 for guard hold-down anchor
<br /> INSULA7701N BAFFLE 7RUSS)&START AT FIRST V component attachment 1 iS1S
<br /> MIN. I'AIRSPACE COMMON i77USS vw �f ;u, requirements
<br /> 2X BLOCKING W/[ENT HOLES � guard post
<br /> SEE PLAN FOR REQUIREMENTS g
<br /> ' align guard
<br /> 1x TRIM&BARGE BOARD r Mm.R3 per Min.R-3 per guard post
<br /> PER ELEVA77ONS in.insulation in.insulation i post at joist
<br /> BLOW-IN OR f locations
<br /> BAT F INSULA ON 7RUS= rim joist
<br /> PER PLAN SEE PLAN : hold-down anchor rim joist
<br /> rim joist
<br /> MTL GUTTER GABLE END TRUSS till• o U)
<br /> 2X FASCIA ORD. Min.R-3 per joist
<br /> in.insulator °` m hold-down anchor�� J
<br /> 2X STUDS 16' Min.R-3 per i` B minimum(2)1/2" _ 2'min.
<br /> BA Tr INSULAR 0 ANG OP77ONAL SOFFIT n.insulation diameter thru- 2-10 min.and V max, LLJ
<br /> SEE PLAN PER PLAN W/ ,, t _ !, p
<br /> 2"WIDE COvr. R� ,;r. k bolts and washers 2"min. n p
<br /> SCREENED jENF TIP.EXTERIOR WALL w w_, t� Diu)
<br /> J CCONSTRUCTION PER at joist location between joists _ U V C Q p
<br /> PLAN ® SECTION PLAN VIEWS N
<br /> TIP.EXTERIOR WALL <
<br /> CONSTRUCTION PER PLAN 14AR 0 3 POII (O
<br /> CITY OF EVERETT H N
<br /> Permit Services (� o
<br /> g TYP. ROOF FRAMING — COMPOSITION 10 TYP. GABLE FRAMING AT TRUSSES 11 HEADERS AND WALL CORNER INSULATION 12 GUARD POST TO RIM JOIST CONNECTION W
<br /> SCALE 1"=l'-O" I—
<br /> sheathing
<br /> '$!ding TABLE R507.2 Spacingb e a-fir Peck Ledge-and � s 0
<br /> Extedorsheathing `Deck Ledeer Connection to Band hofst .(Deck live load=40 psf,,deck dead
<br /> Note: Flashing for Existing stud wall load=10 psf,-snow load<_40 usfl Q
<br /> This detail is applicable where watertightness
<br /> tloor,joists are parallel to deck Existing 2s be joist hoist Span
<br /> joists. .,.. Decking or entilmeretl rim board „ Wand less 6'1"to.6' 8'1"to 10' 10'1"to 12' 12'1"to 14' 14'1"to 16' 16'1'to 18 r
<br /> mtl 'a Connection Details On-center spacing of fastenens
<br /> 2 in.min. Deckjoist )h inch diameter lag,crow 30 23 18 16. 13. 11 10
<br /> Approved joist hangers with F /inch maximum t r7
<br /> . 5 in max sheathing
<br /> Lag screws or bolts'
<br /> 2 in.mil. 2x ledger with fasteners in z n m n accordance with Table 8507.2f 4
<br /> '
<br /> Floor framing r �,<,y
<br /> ' c`Si�,�2C�'�y Joist ranger
<br /> ee��** ro�.�.... �.9a�� u,�s�,u �w,Ml.ydlX.S,:an,�,.��'�t,�e..w..T.G as ,sY H IA+
<br /> Hold-down.device min.7501b.capacity. ExI3un9 y w 'hmchdiameterboltwnth 36 3s zs ,C,4r. rf,i,�8*"°' •oFWAS �dv
<br /> Floor joists at 4 locations,evenly distributed foundation wail {s�i inch max mum 1u
<br /> along deck and one within 2 ft.of each sheathing axd r nele f N^j t4'' yt
<br /> end of the ledger.Hold-down devices Deck ledger connection to band;joist
<br /> shall fully engage deck joist per W e 246z8�
<br /> hold-down manufacturer. For sh 1 inch=25.4 m 1 foot=304.8 mm.1 pound per square foot=0.0479 kPa.
<br /> a.Ledgers shall be flashed in accordance with sectiono nR703 8 to prevent water from contenting the house hand joist i ,ONnL 7�
<br /> A,fully threaded a/e In,dlarnater lag b.snow load hall not 0 un ed to act concurrently with live toad /
<br /> c.The tip of tho lag screw shall fully,extend beyond the inside face of the band joist.,
<br /> screw predrilled wlmin.3 in.penetratiop a:ah th hall be wood st rctnral panel or solid eg n lumber.
<br /> to center of top plate,studs,or header. e. heath g hall bo rmftted to be wood structural nel ev sum board.fib hoard lumber or foam sheathing f p to cacti th k ass
<br /> 13 LATERAL DECK/HOUSE CONNECTION rl4 TYPICAL GARAGE END. 15 of L ck d ashen sh 110a permitted to abshh to fur t p to h nth of tli blroe sheath gSLr when combined with pod st u� q D 1
<br /> [oral ran 1 or InmOer sheathinc
<br />
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