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BRACED WALL NOTES:
<br />1. ALL WALLS DESIGNED PER METHOD
<br />CS-WSP OF THE 2015 MN CODE.
<br />2. ALL EXTERIOR WALLS ARE TO BE
<br />CONTINOUSLY SHEATHED WITH A
<br />MINIMUM 3/8" THICK WOOD PANEL.
<br />3. CONNECTION OF WOOD PANEL TO
<br />STUDS SHALL BE MIN. 8d COMMON
<br />NAILS, 6" O.C. AT EDGES & 12"
<br />O.C. AT FIELD OF WOOD PANEL.
<br />4. STRUCTURAL PANELS (BRACED
<br />WALLS) SHALL BE LOCATED AT
<br />EACH END & AT LEAST EVERY
<br />20' BETWEEN PANELS.
<br />5. EXTERIOR BRACED WALL LINES
<br />SHALL HAVE A BRACED WALL
<br />PANEL AT EACH END OF THE
<br />BRACED WALL LINE, EXCEPT FOR:
<br />C.1
<br />BRACED WALL PANEL UPLIFT LOAD PATH:
<br />1. BRACED WALL PANELS LOCATED AT EXTERIOR WALLS THAT
<br />SUPPORT ROOF RAFTERS OR TRUSSES (INCLUDING STORIES BELOW
<br />TOP STORY) SHALL HAVE THE FRAMING MEMBERS CONNECTED IN
<br />ACCORDANCE WITH:
<br />-WHERE THE NET UPLIFT VALUE AT THE
<br />TOP OF A WALL EXCEEDS 100 PLF,
<br />INSTALLING APPROVED UPLIFT FRAMING
<br />CONNECTORS TO PROVIDE A CONTINOUS
<br />LOAD PATH FROM THE TOP OF THE WALL
<br />TO THE FOUNDATION OR TO A POINT
<br />WHERE THE UPLIFT FORCE IS 100 PLF OR
<br />LESS. THE NET UPLIFT VALUE SHALL BE
<br />AS DETERMINED BY ONE OF THE FOLLOWING:
<br />-BRACED WALL PANELS ARE
<br />PERMITTED TO BEGIN NO MORE
<br />THAN 10' FROM EACH END OF
<br />THE BRACED WALL LINE
<br />PROVIDED THAT A 24" PANEL
<br />MATCHING TABLE R602.10.7 IS
<br />APPLIED.
<br />-THE END OF EACH BRACED
<br />WALL PANEL CLOSEST TO THE
<br />CORNER SHALL HAVE A TIE -
<br />DOWN DEVICE FASTENED TO
<br />THE STUD AT THE EDGE OF
<br />THE BRACED WALL PANEL 2
<br />CLOSEST TO THE CORNER AND
<br />TO THE FOUNDATION OR
<br />FRAMING BELOW. THE TIE -
<br />DOWN DEVICE SHALL BE
<br />CAPABLE OF PROVIDING AN
<br />UPLIFT ALLOWABLE DESIGN
<br />VALUE OF AT LEAST 1800 LBS.
<br />THE TIE -DOWN DEVICE SHALL
<br />BE INSTALLED IN ACCORDANCE
<br />WITH THE MANUFACTURER'S
<br />RECOMMENDATIONS.
<br />INTERIOR BRACED WALL LINES SHALL BE
<br />DESIGNED/BUILT PER INTERMITTENT
<br />METHOD "GB".
<br />-MINIMUM 1/2" GYPSUM BOARD APPLIED
<br />TO EACH SIDE OF 2X4 (OR) 2X6 STUD
<br />WALL @ 16" O.C. SPACING OF STUDS W/
<br />DOUBLE TOP PLATE AND SINGLE BTM.
<br />-ATTACH GYPSI inn Tn c-ri me tn;� h;T
<br />1.1 THE BASIC WIND SPEED DOES NOT
<br />EXCEED 90 MPH, THE WIND EXPOSURE
<br />CATEGORY IS B, THE ROOF PITCH IS
<br />5:12 OR GREATER, AND THE ROOF SPAN
<br />IS 32' OR LESS
<br />(OR)
<br />1.2 THE NET UPLIFT VALUE AT THE TOP OF
<br />A WALL DOES NOT EXCEED 100 PLF. THE
<br />NET UPLIFT VALUE SHALL BE
<br />DETERMINED IN ACCORDANCE WITH
<br />SECTION R802.11 AND SHALL BE
<br />PERMITTED TO BE REDUCED BY 60 PLF
<br />FOR EACH FULL WALL ABOVE.
<br />. WHERE THE UPLIFT FORCE DOES NOT EXCEED
<br />200 POUNDS, RAFERS AND TRUSSES SPACED NOT
<br />MORE THAN 24 INCHES ON CENTER SHALL BE
<br />PERMITTED TO BE ATTACHED TO THEIR SUPPORTING
<br />WALL ASSEMBLIES IN ACCORDANCE WITH TABLE R602.3(1)
<br />----QTS (TYPE W OR S), 7" O.C. AT EDGE
<br />& 7" O.C. AT FIELD.
<br />-ALL GYPSUM BOARD JOINTS TO BE
<br />SOLID BLOCKED W/ 2X MATERIAL
<br />7. (PERPENDICULAR WALL/FLOOR)
<br />ALL FLOOR SYSTEMS BETWEEN BRACED
<br />WALL PANELS TO HAVE A MIN. 2X4 TOP &
<br />BOTTOM BLOCKING BOARD PARALLEL TO
<br />BRACED WALL PANELS W/ MIN. (3)16d NAILS
<br />ATTACHING BOTTOM/TOP OF BRACED
<br />PANEL PLATE TO FLOOR SYSTEM AT
<br />BRACED PANEL WIDTH ONLY. 2X4 BLOCKING
<br />TO BE SET BETWEEN FLOOR SYSTEM
<br />MEMBERS. SOLID RIM MAY BE USED (FIG. 5 & 6).
<br />8. (PERPENDICULAR WALL/ROOF)
<br />APPLY 2X SOLID BLOCKING BETWEEN ROOF
<br />SYSTEM MEMBERS OVER BRACED WALL
<br />PANELS W/ 8d NAILS AT 6" O.C. ALONG
<br />LENGTH OF BRACED WALL PANELS WHEN
<br />HEEL IS 15.25" OR LESS (FIGURE 3, REFER TO
<br />FIG. #4 WHEN OVER 15.25").
<br />9. NOTE: NOTES 7 & 8 ABOVE APPLY TO
<br />PERPENDICULAR FRAMING, WHEN
<br />PARALLEL FLOORS/ROOF SYSTEMS ARE
<br />PRESENT, THE FLOOR/ROOF SYSTEM IS TO
<br />HAVE BLOCKING MATERIAL ALLOWING FOR
<br />NAILING OF BRACED WALL PANEL INTO
<br />SYSTEM ABOVE/BELOW SAID WALL (FIGURE 6).
<br />-RAFTER OR ROOF TRUSS TO PLATE, TOE NAIL:
<br />-MINIMUM (3) 16d BOX NAILS OR (3) 10d COMMON
<br />NAILS. (2) TOE NAILS ON ON EISDE AND (1) TOE
<br />NAIL ON OPPOSITE SIDE OF EACH RAFTER OR TRUSS.
<br />(MANUF. METAL CONNECTOR MAY BE SUBSTITUDED,
<br />VERIFY W/ MANUF. DETAILS).
<br />-WALL PANEL TO STUDS:
<br />-CONNECTION OF WOOD PANEL TO STUDS SHALL BE MIN. 6d
<br />COMMON NAILS, 6" O.C. AT EDGES & 12" O.C. AT FIELD OF
<br />WOOD PANEL.
<br />TABLE 8602 10 5
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<br />472 2 1L ONll AVEEW COURT, ,, ORONO MN
<br />ARE THE PROPERTY OF LITTFIN
<br />ALL PLANS & DESIGNS SHOWNEL
<br />DESIGN. USE OF THESE PLANS,
<br />ON ANY OTHER PROJECT/LOiPH S
<br />OTHER THAN NOTED ON THIS
<br />TITLEBLOCK WITHOUT THE
<br />WRITTEN CONSENT DESIGN IS PROHIBITED. LIT IN
<br />0 COPTPOT 2018
<br />MINIMUM LENGTH
<br />DE BRACED
<br />WALL
<br />PANELS
<br />lP'AvC)E ]D>]ESCE�I[]P'7C][tO�Iv�
<br />METHOD (SEE TABLE 8602,10,4)
<br />MINIMUM LENGTH 'a (inches)
<br />WALL HEIGHT
<br />8 feet13 feet 10 feet 11 feet 12
<br />feet
<br />CONTRIBUTING
<br />LENGTH (inches)
<br />2-9-18
<br />ADJACENT CLEAR
<br />OPENING HEIGHT
<br />(Inches)
<br />CS-WSP, CS-SFB
<br />< 64
<br />24 27
<br />30
<br />33
<br />36
<br />ACTUAL 'b
<br />68 26 27 30
<br />33 36
<br />72 27 27 30
<br />33 36
<br />76 30 29 30
<br />33 36
<br />80 32 30 32
<br />33 36
<br />84 35 32 32
<br />33 36
<br />88 38 35 33
<br />33 36
<br />92 43 37 35
<br />35 36
<br />96 48 41 38
<br />36 36
<br />100 44 40
<br />38 38
<br />104 49 43
<br />40 39
<br />108 54 46
<br />43 41
<br />112 50
<br />45 43
<br />116 55
<br />48 45
<br />120 60
<br />52 48
<br />124
<br />56 51
<br />128
<br />61 54
<br />132
<br />66 58
<br />136
<br />62
<br />140
<br />66
<br />144
<br />72
<br />For SI1 1 inch = 25,4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s.
<br />NP- Not Permitted,
<br />a, Linear interpolation shall be permitted,
<br />b. Use the actual length when it is greater than or equal to the minimum length.
<br />c. Maximum header height for PHF is 10 feet in accordance with Figure R602,10.6.2, but wall height
<br />may be increased to 12 feet with pony wall,
<br />d. Maximum opening height for PFG is 10 feet in accordance iwth Figure R602.10.6,3, but wall height
<br />may be increased to 12 feet with pony wall,
<br />e. Maximum opening height for CS -PF is 10 feet in accordance with Figure R602,10,6,4, but wall height
<br />may be increased to 12 feet with pony wall,
<br />w
<br />ih
<br />LINE B-1
<br />0
<br />WAUL LINE A-1
<br />DEVICE
<br />END CONDITION 5
<br />41.11
<br />DISTANCE BETWEEN BRACED WALLS
<br />4'-0" �, 4--0"4'-0
<br />BRACE WALL LOC. BRACE WALL LOC. IBRACE WALL LOC.
<br />TYPE CS—WSP TYPE CS—WSP TYPE CS—WSP
<br />EXISTING WALL EXISTING WALL EXISTING WALL
<br />NOTE:
<br />INDICATES EXISTING WALL AREAS TO
<br />REMAIN AS IS, VERIFY IN FIELD IF ANY
<br />PORTION NEEDS TO BE REPAIRED OR
<br />REPLACED.
<br />PROPOSED FIRST FLOOR AREA BRACED WALL PLAN
<br />SCALE: 1/4" = V-0"
<br />MODIFIED AREA (INCLUDING REAR PORCH) 1152 SQ.FT.
<br />0 2' 4' 8'
<br />SCALE: 1/4" = 1'-0"
<br />REVISION,,
<br />IREV,, 1DAA\T1E,,
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<br />ILcO��CAA\1[�1[c0>1�;
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<br />472 2 1L ONll AVEEW COURT, ,, ORONO MN
<br />ARE THE PROPERTY OF LITTFIN
<br />ALL PLANS & DESIGNS SHOWNEL
<br />DESIGN. USE OF THESE PLANS,
<br />ON ANY OTHER PROJECT/LOiPH S
<br />OTHER THAN NOTED ON THIS
<br />TITLEBLOCK WITHOUT THE
<br />WRITTEN CONSENT DESIGN IS PROHIBITED. LIT IN
<br />0 COPTPOT 2018
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<br />LITT FI N DE S IN
<br />LITTFINDESIGN.COM
<br />MLITTFIN HOTMAIL.COM
<br />320-224-7844
<br />WINSTED, MN
<br />(ClCa[lE�)C�]EN7C
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<br />RACED WALL
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<br />SCALED PRINT @ 24X36
<br />2-9-18
<br />
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