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DocuSign Envelope ID: EOE9OB63-803A-4F90-B6AO-E361-=E1 1 AB37
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<br />TRUSS
<br />W/ H2.5 T CC) R
<br />OR SDI 1C
<br />1
<br />UNO ON PLAN,
<br />m
<br />• EVERY OTHI. JD,
<br />W/ SP2 OR Si_P
<br />MAX 32" 0 C
<br />• EVERY KING'."
<br />W/ SP2 OR
<br />EE
<br />TYPICAL ROOF DECK
<br />SHEATHING. SEE TABLE 2:
<br />WOOD STRUCTURAL PANEL
<br />SHEATHING REQUIREMENTS
<br />ON SHEET ST-1
<br />TRUSS OR RAFTER TO BOND
<br />BEAM W/ META12 OR
<br />HTA16-18 W/ MIN (7) 10d x 11V'
<br />IN TRUSS (NOTE: IF META12
<br />OR HTA16-18 IS IMPROPERLY
<br />INSTALLED, ATTACH TRUSS
<br />TO BOND BEAM W/ HTSM20
<br />OR HTWM20)
<br />PROPERLY WIND LOAD RATED
<br />SOFFIT MATERIAL
<br />CONTINUOUS @ PERIMETER.
<br />SEE TABLE 1: COMPONENT
<br />AND CLADDING DESIGN
<br />PRESSURES ON SHEET ST-1.
<br />(1) COURSE CMU BOND
<br />BEAM W/ #5 CONTINUOUS
<br />WALL SECTION AT ROOF L CONDITION)
<br />(THIS SECTION IS TYPICAL FOR ONE AND T41,01S I
<br />. . . . . . .............. .
<br />• EVERY OTHER S*hi
<br />W/ SP! OR SP I
<br />• EVERY KING S7 UtD I-, -',-)M
<br />W/ SP1 OR SPT2",
<br />2x NO SPF OR BEETLE, ,, 1AX it
<br />BOTTOM PLT AN(Hf.z%P
<br />1/2" THREADED W.' :t.� 1 i*,J R !V MIN I
<br />EMBED fN cl�IMF`.
<br />ACRYLIC -TIE OR { i1.) `A iE t N 7
<br />ADHESIVE @ MAX 48
<br />Ol:1
<br />1/2" WEDGE BOLTVV,; tvl,N 41'. iMbf..'
<br />a) M AX
<br />WASHER !/
<br />u...............
<br />4
<br />\1 V,
<br />XXX
<br />BOTTOM PLATE ANCHOR NO
<br />*EACH SILL PLATE SHALL I 1/E
<br />OF (2) BOTTOM PLATE AN( F','
<br />■ INSTALL ANCHORS WIT! IIN
<br />END OF SEGMENT (BUTT J(,,'
<br />INTERIOR LOAD BEARING WALL
<br />TYPICAL WALL SECTION ATF.Q.�,
<br />(THIS SECTION IS TYPICAL FOR ONE AAAD: 'i P f . ;
<br />8" PARTIALLY GROUTED
<br />EXTERIOR CMU WALL W/
<br />VERTICAL WALL REINFORCING
<br />PER STRUCTURAL PLAN,
<br />SHEET ST-3
<br />OR ST-2A (IF APPLICABLE)
<br />PROVIDE DOWELS TO MATCH
<br />VERTICAL WALL
<br />REINFORCING W/ MIN 25" LAP
<br />(IF DOWEL IS OMITTED OR
<br />IMPROPERLY INSTALLED.
<br />DRILL AND EPDXY DOWEL OF
<br />EQUAL SIZEWi MIN. 6"
<br />EMBEDMENT IN MONOLITHIC,
<br />12" EMBEDMENT IN
<br />MASONRY)
<br />71
<br />x
<br />7/ 7\171X �7\
<br />\\X,
<br />;N",
<br />x
<br />I XX X/
<br />X
<br />PRIOR WALL
<br />MOISTt
<br />BARRIE
<br />OTHER
<br />(1) cot
<br />CMU B
<br />BEAM)
<br />CONTII
<br />2x NO 2 SYP BLOCKING TO FIT TIGHT
<br />BETWEEN TRUSSES, (3)10d TOE -NAIL @
<br />EACH END, BLOCKING MAY BE OMITTED
<br />FOR HEEL HEIGHTS < 9"
<br />3/4" BETWEEN TOP OF WOOD PANEL
<br />AND CENTER OF FASTENERS.
<br />MIN 1%2" EXPOSURE 1 PLYWOOD RIM @ RAISED
<br />HEEL TRUSSES INSTALLED WITH LONG
<br />DIMENSION PERPENDICULAR TO TRUSS END
<br />VERTICALS, ATTACH TO TRUSSES AND
<br />BLOCKING W/ 10d @ 3" O.C.
<br />PROPERLY WIND LOAD RATED SOFFIT
<br />MATERIAL CONTINUOUS @ PERIMETER.
<br />SEE DESIGN CRITERIA AND LOADS: C&C
<br />DESIGN PRESSURES ON SHEET ST-1.
<br />TRUSS OR RAFTER TO BOND BEAM W/
<br />META12 OR HTA16-18 W/ MIN (7) 10d x
<br />11/," IN TRUSS (NOTE: IF META12 OR
<br />HTA16-18 IS IMPROPERLY INSTALLED,
<br />ATTACH TRUSS TO BOND BEAM W/
<br />HTSM20 OR HTWM120)
<br />FOR MISLOCATIO
<br />FASTEN 2x6 NO, 2:
<br />TO TRUSS W/ MIN {
<br />FOR MISLOCATIO
<br />INSTALL NEW MAE
<br />STRAP TO INSIDE
<br />MISLOCATED TRUSS ANCHORS.
<br />BLOCKING NOT SHOWN FOR CLARITY
<br /><
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<br />B 0 N ;-D B E7, J5 L �F
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<br />A i '�
<br />WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTION & TYPICLDE_7_`11_b
<br />THIS DETAIL IS APPLICABLE F_'.1R F30TH 1 & 2 S TORY APPLICADONS
<br />GENERAL NOTES APPLICABLE TO ALL:
<br />'I. ALL TOP PLATES ARE 10 BE BUILT MATH (2;2x NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8"O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM
<br />(20) 1 Od IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED
<br />2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x NO2 SYP P-.F"
<br />3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x— NO 2 SYP PT.
<br />4. ALL INTERIOR LOAD BEARING,,AJALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN-
<br />5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2; WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1.
<br />6. FOR EXTERIOR WALL STUD SIZE AND SPACING. REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1.
<br />T FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A
<br />8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION.
<br />9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS.
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