|
PT 2X LEDGER BEAM PT DECK JST OR RAFTER
<br /> W/ JST HGRS PER PLAN NOTE: 0 U r~U
<br /> w zrn
<br /> ° o PROVIDE A TOTAL OF 4.IS SF z 0 z C
<br /> ° Q z
<br /> NET ATTIC SPACE VENTILATION U�
<br /> I I o I I 2 X TRUSSES 6 24' oc. - TRUSSES TO BE (HALF AT BIRD BLOCKS AND z ado �
<br /> PROVIDED BY AN APPROVED MANUFACTURER H O M O
<br /> HALF AT ROOF JACKS P-w¢U N
<br /> IN Q
<br /> REGISTERED THE STATE OF WASHINGTON OR GONT RIDGE VENT) ¢M O J a a z a 1/2' x 4 1/2' MIN SDS2_5 LAG SCREWS PROVIDE 4-16d GALV NAILS w m w ¢¢ u
<br /> W/FLAT WASHERS 19 16' O.G. 6 HIGH 4 LOW LOCATIONS 12 O Q�z a v;`� J
<br /> ALTERNATE HIGH 4 LOW LOCATION THRU RIM JST OR STUDS COMPOSITION ROOF SEE v Q C7 z¢O z w
<br /> THRU RIM JOIST OR STUDS INSTALL PER MFR'S SPECS
<br /> OR PER OWNER'S SELECTION ELEV ¢w F.H O 0
<br /> LED(aEfR DETAIL Q 20��z0
<br /> Owwzz �¢
<br /> uN 0 O�LoV
<br /> NTS 1/2' COX ROOF SHEATHING w O 0 xO W z w
<br /> z pp Q
<br /> OR EQUAL W/ Sd NAILS 10 6' O.C. Ca°1 n w z z¢w
<br /> AT ALL PANEL EDGES 4 12' O.C. 1' AIR
<br /> AT INTERMEDIATE SUPPORTS SPACE TOP OF BAFFLE O]Q
<br /> TABLE R602.3(1) z zz w
<br /> w
<br /> FASTENER SCHEDULE FOR STRUCTURAL MEMBERS �U-)��,.Q �
<br /> ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENE SPACING OF FASTENERS n O 'W¢E P x
<br /> Sd 9 6' O.G. ONTO BLKG WIND BAFFLE -
<br /> N
<br /> 1 Blocking between joists or rafters to top plate,toe Roof 3-8d(2 V2"x 0.113") _ 2 X VENT BLOCKING TOP OF INSULATION
<br /> nail
<br /> 2 Ceilin joists to plate,toe nail 3-8d(2 Vs'x 0.113") - 5IMP50N HI SEISMIC 3 Ceiling joist not attached to parallel raker,laps over 3-10d _ TIES s CDEACH TRUSS o M
<br /> partitions,face nail 1001
<br /> !�-i a.+ N
<br /> 4 Collar tie to rafter,face nail,or 1-1/4"x 20 gage 3-10d(3"x 0.128") _ 26 GA MTL. R-49 INSULATION w '" g
<br /> GUTTER :� �
<br /> ridge strap U '0 5 Rafter to plate,toe nail 2-16d(3 1/2"x 0.135") - 1 X FACIA >
<br /> 6 Roof rakers to ridge,valley or hip rafters: 1/2' GYP.BD.
<br /> W � m
<br /> 1 1/2' OD.METAL PIPE toe nail 4-16d(3 1/?x 0.135") 2 - 2 X 6 TOP PLATES - LAP SPLICES 45' U')
<br /> 11/2 HANDRAIL AT STAIRS face nail 3-16d 3 1/2"x 0.135") U 8 E
<br /> Wall RIGID INSULATION (� 2 *-+ "D $
<br /> AND RAMPS. EXTEND N
<br /> HANDRAIL 12' BEYOND 7 Built-up corner studs-face nail 10d 3"x 0.12H" 24"o_c. 18' LINO 4 X 8 HEADER (UNLESS OTHERWISE ¢ O Ln
<br /> r4 O,
<br /> 10 TOP RISER 4 BOTTOM H Abuttin studs at intersectin wall comers, face nail 16d 3 1!a"x 0.135") 12"oc 9 Built-up header, NOTED)WINDOWS AS PER UBC (CALK [� < 0 G 2
<br /> twoie
<br /> BY ADA RETURN ENDS 10 Continued header,two pieces, pieces with V2spacer ( , ) 16 o.c.along each g WINDOW FLANGE, INSULATE 4 SEAL
<br /> TYPICAL. } ^ Q 2
<br /> /LANDING AND AS REQ'D 16d 3/i'x ❑0.135" " 9 ch edge
<br /> 16d(31/Y x ❑0.135") 16"o.c.along each edge AROUND WINDOWS) LU Q �'' 0 0
<br /> 1/4' USE ROGKWOOL OR OTHER � � �;� �
<br /> i t Continuous header to stud,toe nail 4-8d(2 Vz'x 0.113") _ NONCOMBUSTIBLE MATERIAL 2 X 6 STUDS g 16'0�. O z o I
<br /> WITH
<br /> X O DIA. PLATE 12 Double studs,face nail 10d(3"x 0.128" 24"o.c. AS FIRESTOP (FIBERGLASS IS -1
<br /> WITH HOLES FOR 13 Double to plates,face nail 10d 3"x 0.12H" 24"o.c UNACCEPTABLE AS FIRESTOP) jl j
<br /> ANCHORS EVENLY 3'-0' ABOVE 14 Double top plates,minimum 24-inch offset of end 8-16d(31/2"x 00.135") VAPOR RETARDER JW x � ¢ I
<br /> SPACED AROUND O STAIR NOSING joints,face Q C
<br /> OR FLOOR nail in lapped area PROVIDE SHEAR WALL MOISTURE BARRIER a
<br /> 15 Sale plate to joist or blocking,face nail 16"o C. PANELS AS NOTED ON
<br /> 16d(312 x ❑0.135"} PLANS AND SHEARWALL R-21 INSULATION / >
<br /> 16 Sole plate to joist or blocking at braced wall panels 3-16d(31/2"x 00.135") 16"o.c. SCHEDULE 2 X 6 SOLE PLATE Q� 2 `A 0
<br /> 1/2' DIA.METAL BAR a;
<br /> 17 Stud to sole ate,toe nail 1 CAULK UNDERSIDE U Q v
<br /> HANDRAIL SUPPORT d 3-8d(2 /2'X 0.113") W
<br /> AT EACH POST or TO DECKING 3/4' CDX T4G PLWD DECKING; H cn P-4 ¢'
<br /> 2-16d(31/2"x 00.135") FLOOR JOISTS W/ 10d NAILS 6 (V O.C. A
<br /> AN HO DIA EXP. 18 Top or sole plate to stud,end nail - SIDING AS PER ELEVATIO PER PLAN PANEL EDGE 4 10' O.C. o
<br /> ANCHORS AT GONG. 2 16d(3/z"x ❑0.135"} PANEL FIELD w a�+ U
<br /> USE 3/8' DIA SHEET FACE OF WALL 19 Top plates,laps at comers and intersections,face 2 10d(3"x 0.128") _ V w
<br /> METAL SCREWS INTO OR POST nail N
<br /> SOLID BLKG. AT 20 1"brace to each stud and plate,face nail 2-8d(2 1/2"x 0.113") - RIM JOIST
<br /> METAL STUD FRMG. NOTE:
<br /> 2 staples 13/4"
<br /> 3/8' LAG BOLTS AT
<br /> WOOD FRAMING ALL HANDRAILS MUST 21 V x 6"sheathing to each bearing,face nail 2-8d(2 Vi'x 0.113") -
<br /> RETURN TO WALL OR 2 staples 13/4"
<br /> TERMINATE IN NEWEL POSTS 22 1"x 8"sheathing to each bearing,face nail 2-8d(2 V'x 0.113") _
<br /> OR SAFETY TERMINALS. 3 staples 13/4" R-30 INSULATION
<br /> 23 Wider than 1"x 8"sheathing to each bearing,face 3-8d(2 V'x 0.113') -
<br /> nail 4 staples 13h" 2-2X& TOP PLATES
<br /> 24 Joist to sill or girder,toe nail 3-8d(2'Wz x 0.113") LAP SPLICES 45' S/8' TYPE 'X'
<br /> HAND fRA I L.
<br /> 25 Rim joist to top plate,toe nail(roof applications 8d(2 1h"x 0.113") 6"o.c. RIGsID INSULATION GYP BD
<br /> also)
<br /> NTS 26 Rim joist or blocking to sill plate,toe nail 8d 2 11T x 0.113' 6"o.c. 4 X 8 HEADER (UNLESS
<br /> 27 1"x 6"subfloor or less to each joist,face nail 24 27 2-8d(2 V?x 0.113") - OTHERWISE NOTED)
<br /> } r^ N
<br /> 2 staples 13/i'
<br /> 28 2"subfloor to joist or girder,blind and face nail 2-16d(31/i'x ❑0.135") _ 1/2' GYP-BD. � �
<br /> MOISTURE BARRIER rT,
<br /> 29 2"planks(plank$beam-floor&roof) 2-16d(31/2"x ❑0.135") at each bearing � F,I�
<br /> 30 Built up girders and beams,2-inch lumber layer; 10d(3"x 0.128") Nail each layer as follows: VAPOR RETARDER 111 H
<br /> 32"0o.c.at top and bottom/ W and staggered.Two nails at W W
<br /> ends and at each splice. ",00
<br /> 31 Ledger strip supporting joists or rafters 3-16d(31/z"x 00.135") At each joist or raker �T� 94
<br /> W
<br /> PROVIDE 3' X 3' SQ. X 1/4' �+^•1 W
<br /> 1-1/2' - 2' CONTINUOUS THICK GALVANIZED WASHERS !� w
<br /> HANDRAIL S 34'-38' 5/6' X 10' ANCHOR BOLTS
<br /> W
<br /> / RETURN ENDS TO WALL PER SHEAR SCHEDULE) R-21 INSULATION OPTION
<br /> PROVIDE A.B..NOT LESS � Z
<br /> DOWNSPOUT FLEXIBLE OR
<br /> THAN -7 BOLT DIAMETERS 4 W
<br /> ( NOT MORE THAN 12' FROM
<br /> RAILING WHERE OCCURS RIGID PIPE J CONNECT TO 2 X 6 STUDS gENDS OF EA. FDN. SILL PLATE
<br /> SPACED SO THAT A 4' BLD'G. ROOF DRAIN
<br /> SPHERE CANNOT 4' CONC SLAB W/ &X6 W2.1XW2.1 WWM OVER �y lU PASS THRU PT 2 X 6 FDN 2' SAND OVER 6 MIL VAPOR BARRIER
<br /> U
<br /> -1 SLOPE FINISH GRADE NOTE: GRADE SILL PLATE OVER 4' COMP.FREE DRAINING ROCK,DECKING AWAY FROM FOUNDATION CONFIRM WITH BLD'G, SLOPE TOWARDS GARAGE DOOR
<br /> 11 PER OWNER 2q MIN (I/4' : 12') OFFICIAL ANY SPECIAL TO MATCH EXISTING V
<br /> Z 2' TREAD TYPICAL REQUIREMENTS FOR FTC
<br /> I4' RIGID, NON-PERFORATED WATER RUNOFF AND Z - Z GRADE a. R-10 RIGID INSULATION F � 10,DRAIN PIPE - DO NOT CONNECT STORM SEWER HOOK-UP - o PERIMETER (OPTIONAL) M
<br /> X WITH FTG. DRAIN LEADER a,
<br /> r = / JOISTS - _ -III=1I I=III=1
<br /> PER PLAN n X _ _ d ° ,'
<br /> :t SILT BARRIER( BLD'G. I I-I I I I-I I I-1 I I-I I I
<br /> i PAPER FILTER FABRIC OR „ d' z
<br /> DOUBLE r- POLYETHELENE FILM) -I I I=I
<br /> 1 i JOIST (UNO) lk = a •,,.�i';w,v�•iC!;,�q.•r„~Ytt'k;?�� _ _ I- _w�p1S11�.; e -
<br /> ^'a�x1 .�:'' a:s 2
<br /> -t I-1 I I I I I I I F1 1 1-I 11-I'I I I I I' II
<br /> 5/8' TYPE 'X' GWB � WASHED ROCK = v. ;�:•. . .t,,.,F�.,�+ ,_ � � � � =Mtf�,}', j'�:; �� • I I =1 I,I I I _
<br /> (MIN 3/4' _ I=1 I I=III=1 11=I 11=1 11=1 I I=I I=III=III=III
<br /> 2 T 12 ING R5 W_ W/MIN. ,2' COVER g TOP .I I=1r� I=III=III=III=III=�1=1 I 1=1 I =III=1 I I=_I
<br /> PT STRINGERS SIDES AND BTM. -
<br /> - TYf DRAIN PIPE
<br /> 2x STUDS SEE DRAINAGE DETAIL RIGID, PE�ORATED, I-I I - 11=
<br /> -I i r-III 1 I I=III-III-II f -III-III-I � �-III-III-III-III-III-III-I I I
<br /> STOOP MID SPAN GORRIGATED DRAIN PIPE - I I=III-III-III=III-III=I I FIGS TO BE ESTABLISHED ON
<br /> -I UNDISTURBED SOIL-15000 PSF CONT CONC FTG - PROVIDE *4 REBAR
<br /> �rp Is10'o.c. HORIZ. 4 18' O.C. VERT. IN
<br /> MIN. SOIL BEARING CAPACITY FDN WALL, TIE VERT TO FTG AS SHOWN
<br /> ALTERNATE HOOK 4 (2)04 IN FOOTING
<br /> \_-PT 2 X 4 KICKER TREADS s 10' MIN. F E I N. ID IRA I N D E T A I >�
<br /> ��� I
<br /> 3/4'=V-0' ALL SECTION. 3
<br /> 6TA I R DETAIL 3/4"=V-0'
<br /> 3/4'=V-0'
<br />
|