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FIGURE 321+25-C
<br /> LOCATION OF BRACED WALL PANELS ALONG A BUILDING SEMI Table 321.25--J
<br /> EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO PORTAL FRAME PANELS) - REQUIRED LENGTH OF CONTINUOUS BRACING ON EXTERIOR WALLS
<br /> EXTENT OF HEADER WITH SINGLE PORTAL FRAME PANEL
<br /> 21 max 121-6' PARALLEL TO EACH RECTANGLE SIDE AT EACH FLOOR LEVEL" '{
<br /> 2'-18'FINISHED WIDTH OF OPENING FOR SINGLE 1-7 1 -- II'" Regtired Length (feel) of Bring.1/
<br /> on Any Side ref Rectangle
<br /> Eave-to-
<br /> Ridge
<br /> O4 r
<br /> TENSION STRAP(ON Ridge r length of perpendicular side (#eetr
<br /> 4'MAX'ONY° •
<br /> ' \ / Wall Supporting;
<br /> WALL HEIGHTQ I ° ° ° ° OPPOSITE SIDE OF ° ° ° ° I - Height 1
<br /> SHEATHING) Weil
<br /> 11
<br /> MIN.3"X 11-1/4"NET HEADER ° ° ° ° ° ° r 10 20 70 �
<br /> ° ° ° STEEL HEADER PROHIBITED WSP OR CS-WSP ' ° ° ° ° ° °
<br /> ,00°° BRACE PANEL ° ° 4 i/ _. _11 _
<br /> FASTEN SHEATHING TO HEADER WITH 8D ° I Rf Q
<br /> 0. FASTEN TOP PLATE TO tiC � �
<br /> _ ° COMMON OR GALVANIZED BOX NAILS IN 3"GRID ° ° ° HEADER WITH TWO I �5 {: Lung�IJI}r14 - 1 JJ 12.0
<br /> at
<br /> LU
<br /> c7 ° PATTERN AS SHOWN ° ° U
<br /> LT, °R IF NEEDED PANEL ° ° ROWS OF 16D SINKER I
<br /> El/.
<br /> 'I V
<br /> _ \ HEADER TO JACK-STUD STRAP ON BOTH SIDES �° SPLICE EDGES SHALL ° ° NAILS AT 3"O.C.TYP. I j' ti- - - O m' floor, roof �y
<br /> = o'' OF OPENING OPPOSITE SIDE OF SHEATHING; OCCUR AND BE 1 I P3.5 f6.5 9_0 12_J 14.5 L 7.0 19.8 22.6 .4 .4
<br /> . °° ° ° and telling IL U t-
<br /> STRAP CAPACITY SHALL EQUAL 1,000 LBS.OR ATTACHED TO !n
<br /> = °°0. 4,000 LBS.WHEN PONY WALL IS PRESENT COMMON BLOCKING . . - VALL MEL Twofloors, WI CO
<br /> HH -J WITHIN 24"OF WALL ° • Ni- N
<br /> OH z °° °°� MIN.DOUBLE STUD FRAMING COVERED WITH MIN. MID-HEIGHT.ONE ROW ° BRACED �f � 1 ik +1 S VISItile 1r I i�� roof arid 1 I• L�_J 1_�J _J� 291 _ 0
<br /> x a °° 7/16"THICK WOOD STRUCTURAL PANEL OF 3"O.C.NAILING IS �a MIN.7/16"WOOD F,'F,' 4+.1 #.r 41
<br /> Q °° 4"y STRUCTURAL PANEL L � i ceiling w d
<br /> SHEATHING WITH 8D COMMON OR GALVANIZED REQUIRED IN EACH ° r ° ° tohjSide �lit $�� �'� � 1 -
<br /> N 2 °° BOX NAILS AT 3"O.C.IN ALL FRAMING(STUDS, PANEL EDGE. . o SHEATHING Roof
<br /> �'� 0
<br /> •b ..*-4,•,-,„„ BLOCKING,AND SILLS)TYP. a A I ceiling only 2.6 4.6 6-5 7.& 9_S 1 1.7 13_7 15.7 Q Q
<br /> TYPICAL PORTAL ° ° Conti Ire Ius Rhea&ing x11211 t applied t�i all Suit, 'of the W,Lll,including ares between wave panels and .Move and helm } I- W
<br /> °° MINIMUM PANEL LENGTH FRAME CONSTRUCTION } - .14-- Cn
<br /> °° WALL HEIGHT,ft. 8 9 10 11 12 MIN.2X4 STUDS WITH X11 ISL ISlf1 ric floor, roofi I }
<br /> 0,0 °° COMMON STUD AND PONY WALL HEIGHT UP TO is
<br /> 2 ooi]iTl 4.0 7.5 10.4 [3.8 16.7 19.61 22.9 26.21 4 5.
<br /> 00 00 in
<br /> 2';MIN.2X6 STUDS WITH j
<br /> 0. 0. PANEL LENGTH,in. 16 18 20 22 24 ONE OR MORE ° �/
<br /> °° SHOULDER STUDS ° ° PONY WALL HEIGHT Two NOM,
<br /> °° MIN.(2)'/z"DIAM.ANCHOR BOLTS PER s.SPS 321.25(3)(b) ° ° GREATER THAN 2'.
<br /> z
<br /> 000 Q o oJ° roof and 5.510.5 14,E 193 23,7 27.5 32_] 36.7 d
<br /> INSTALLED PER s.SPS 321.18(1)(c),WITH ° ,
<br /> 2"x 2"x 3/16"PLATE WASHER , P Table 321`i 5-H chi I i n - - -_ _ •
<br /> (�
<br /> r. ° ANCHOR BOLTS °a 7 Roof and
<br /> L_°a ° ' a a °° L_ a ° PER s.321.18 �7° ° MINIMUM THS OF METHOD C r.P AND C SFB BRACED WALL rl.+ PANE �eilin onlyg 1 , 5.2 7.3 g. 11.1 13.2 15A 17.6
<br /> (1)(c) -
<br /> OVER CONCRETE OR MASONRY BLOCK FOUNDATION .441 a xi mum Opening Beught Adjacent
<br /> (2)FRAMING ANCHORS r 1 in i mu m Length of Braced Wall Panel (inches) One floor, 1�g IQ' a , 4 8.511.S L 5_ 1 _ _l 5_t 2 _
<br /> APPLIED ACROSS to BracedWall Fade( 20
<br /> II 11 li 11 SHEATHING JOINT WITH A - Sr •- - � +�Irl
<br /> 0. WOOD STRUCTURAL PANEL NAIL SOLE PLATE TO CAPACITY OF 670 LBS IN NAIL SOLE PLATE TO 8' Tall it l� TSU TSU - _r� "��� �,wo � ,
<br /> 0,
<br /> SHEATHING TO TOP OF BAND OR JOIST PER TABLE IN THE HORIZONTAL AND JOIST PER TABLE IN 30 36
<br /> 0. RIM JOIST APPENDIX VERTICAL DIRECTIONS „...444601......L.1.
<br /> APPENDIX Up �, 27 roof and 6,2 11.g 16'8 21.8 21,5 31.1 363 41,5
<br /> iron° ` m I;>'i_. Lap to -! 323030 36 CCI I i -
<br /> WOOD STRUCTURAL PANEL 1i Up 198" 48 4' 35 36 -_ --..•--- •
<br /> SHEATHING OVER i
<br /> APPROVED BAND OR RIM Ili Up to 95 - 46 41
<br /> OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION JOIST ►iAPPROVED BAND Up to OF - 60 48 /IE:, C
<br /> pp 72
<br /> ATTACH SHEATHING TO -,- OR RIM JOIST
<br /> �� BAND OR RIM JOIST WITH1.1pi I } - - -
<br /> WOOD STRUCTURAL NAIL SOLE PLATE TO
<br /> 'K- 8D COMMON NAILS AT 3"
<br /> z- PANEL SHEATHING JOIST PER TABLE IN O.C.TOP AND BOTTOM NAIL SOLE PLATE TO
<br /> >'T CONTINUOUS OVER BAND APPENDIX
<br /> c. - OR RIM JOIST JOIST PER TABLE IN / \
<br /> n
<br /> .._0_ 1 ° _� APPENDIX / \
<br /> ° WOOD STRUCTURAL PANEL ' ° ° ° ° B1H
<br /> // \
<br /> 41)\
<br /> SHEATHING OVER // \\
<br /> ° • ° ° ° °°APPROVED BAND OR RIM / \
<br /> OVER RAISED WOOD FLOOR-OVERLAP OPTION JOIST „ APPROVED BAND // \FPI \
<br /> OR RIM JOIST
<br /> FRONT ELEVATION SECTION // \\
<br /> / \ Irl
<br /> / \
<br /> / \
<br /> / \
<br /> / - \\
<br /> Wall IBracine Compliance Worksheet 611-0"
<br /> 11 011 -�`
<br /> \
<br /> Complete this worksheet or provide equivalent information on the plans submitted with the permit application, r r // _•- 'i%I,I. � ,j ;.�%'I L, \
<br /> .=,7
<br /> Sketch and dimension the buildingplan and the wall bracingrectangle(s) per 321.2518)(c) 1, and Figure 321.25-8. 4 // � ''F \
<br /> 9 9 'I 0
<br /> Provide and label additional sketches if the building plan/rectangles change at different floor levels r i // "!.i,1' Viii',-,,
<br /> ��i. , \ \\
<br /> V
<br /> Rectangle , ,•,•,•,• I // '� I; .#
<br /> / \\
<br /> / `I; \ \
<br /> R LA ff
<br /> I. \ Ili
<br /> Indicate applicable Wall Bracing Method for each level (see Table 321.25-G), each labeled rectangle if more than I // I'I!I: \\.._...._ \
<br /> one Isee 321,25(8)(c)], and amount of bracing (* of braced panels or length of braced wall required) per the I // �I, \ 0 0
<br /> respective table (provide additional worksheets for additional rectangles as needed): • I / '-''I, \ \
<br /> SLOPE I SLOPE ° ... // ``11 I,I'I'ri \\
<br /> Rectangle: ,4 Wall Ht = 9' Eave to Ridge Ht = 141-1" Max Opening Ht = 6'_811 Wind Exp = B I �`
<br /> A"' \ 0 ZILI
<br /> Rectangle: Intermittent method (LIB, Continuous method (CS- PF Method (see Figure PO LI-I ,,/
<br /> DWB, WSP, SFB, GB, WSP, CS-SFB) and total 321.25-A). Indicate \ :� '%I, ;I. \\\ (21
<br /> ; _ \ SITTING
<br /> PCP) and * of panels per length required per Table number ofPF panels 16- \ =1' ROOM '' \
<br /> Table 321.25-1 321.25-J 13. 1 / 13. 1 24" wide provided. • 9 \ �� �I�' ;;,, \
<br /> \ B'TALL �I_ \
<br /> Min. panel width (Table Min. panel width (Table Min. PP width (Fig. -"•-•-•-•-•-�^ \ _�;/ FLAT CEILING \
<br /> 321.25-Ca) = 321.25-H) = 30 321.25-A) = w DECKft
<br /> \ .I._•I• 411/\</N1'k_
<br /> \
<br /> 0 ILI
<br /> r DCG \
<br /> .. ...
<br /> Long side Short Side Long side Short Side Long side Short Side SLOPE SLOPE I \\ \
<br /> Roof and ceiling only 6�'_Q" 63'_6" I " LI \ `''I� \\\ I'I;i' \\
<br /> One floor,roof and ceiling I I I - I \ \ /
<br /> CD
<br /> Two floors,roof and ICK
<br /> II
<br /> I Ill v l`h v ,i,-,
<br /> ceiling \\ II' hh BEDROOM \\ ,I;'; //
<br /> g SLOPE I SLOPE .-.-.-. I I IN LOPE I SLOPE \ \/ ,r/ -,I� \ aI 1._LI/
<br /> I II I Ili / \ 43/ /\\ *4 \ =1'I• /
<br /> IBEDIOOM
<br /> Rectangle: B Wall Ht = 9' Eave to Ridge Ht = ' 11 Max Opening Ht = 6'43" Wind Ex 1'1 \ I �' /
<br /> 9 g 13-9 p g 6-8 p = B \
<br /> sop I MA TER \ !;,: \ /
<br /> rt li. BEDROOM ! ��, \\ ,_ I.I., I,I` \\ // ci,
<br /> Rectangle: Intermittent method (LIB, Continuous method (CS- PF Method (see Figure I DINETTE Iii �I \ ,I:, `-,I; /
<br /> DWB, WSP, SFB, GB, WSP, CS-5F8) and total 321.25-A). Indicate SLOPE I SLS ; i ISI f \ :I`.ih-' \\ j /
<br /> * - I -J L J L J I �l %I \ ` \ * /
<br /> PCP) andof panels per length required per Table number ofPF panels 16- II -- LOPE SLOPEQ/� \ l \ r / ILI
<br /> Table 321.25-1 321.25-J 26.21 / 19.61 24" wide rovided. -, r r 1 I \\ `-`1`�'I_ _I.I' // \`
<br /> Min. panel width (Table Min. panel width (Table Min. PF width (Fig. _ I A I `\ r I \ \,,,,4,2, / Z n
<br /> 0
<br /> 321.25-Cs) = 321.25-H) - 30 321.25-A) _ 0 - GREAT I - \\\ /// � o,
<br /> I Qs 2
<br /> ROOM ) • ( ;; \
<br /> Long side Short Side Long side Short Side Long side Short Sideci 1i 4!
<br /> \ // 1);/f
<br /> 'I
<br /> I \ /
<br /> Roof and ceiling only 12-'gyp" rj1-'0" • J f'\ 6'\\'
<br /> ---J L J L J � • \ /
<br /> One floor,roof and ceiling !1 , r 1 r 1 l�,of �I \\ //
<br /> 0 /
<br /> Two floors,roof and KITCHEN �j \ /
<br /> km)
<br /> ceiling I L I wood ti \\ //
<br /> ;�
<br /> ' I ►l ---; \ /
<br /> I - - G; \ /
<br /> i
<br /> CZ
<br /> Rectangle: C Wall Ht = 5' Eave to Ridge Ht = $'-0" Max Opening Ht = 5'_0" Wind Exp = B i I _1 ;' ��;y 1i a ! \ /
<br /> Rectangle: Intermittent method (LIB, Continuous method (CS- PF Method lase Figure \ / `,I J I / ;
<br /> DWB, WSP,SFB, GIB, WSP, CS-SFB) and total 321,25-A), Indicate '\® v �w��i // 4 \ C In
<br /> PCP) and of panels per length required per Table number ofPF panels 16- ` - ; \ /
<br /> Table 321.25-1 321.25-J 1,5' / 6.0' 24" wide provided. I RAILING J \ / .;\
<br /> Min, panel width (Table Mtn, panel width (Table Min. PP width (Fig. V r _ \\ / \
<br /> ----- /
<br /> 321.25-G) = 321.25-H) = 30 321.25-A) = w
<br /> I o o FOYER g O :�.,., >. =
<br /> J � � '7'1 "•\ '=1: 21�1D FLOOR PLAN
<br /> Long side Short Side Long side Short Side Long side Short Side I �I�
<br /> 11 I 11 BEDROOM SLOPE SLOPE •-----------. ' \\
<br /> _I;l; \ I 1 SCALE: 1/5" = 11-0" 1:
<br /> Roof and telling only 41-2 32-0 : iwR---- Jo I• \
<br /> One floor,roof and ceiling i OFFICE L_
<br /> _I
<br /> .•�t't' ,,,,.IL 'I'-'
<br /> I' \ \ CNI
<br /> \ 1
<br /> Two floors,roof and •' p •
<br /> O
<br /> ceiling II I �" COVERED `-�I /�) � ,-,
<br /> ■ I I SLOPE I SLOPE [S ;I PORCH /• /
<br /> I I "
<br /> ,t,:'•••••11', S-.L. . I ,-- • GQ1F:.+FsiE1DI I' I // / _I,.
<br /> PF Method: For Intermittent bracing, per Table 321.25-1 footnote h, each PF panel (16-24 Wide I -- 1 i `I 'I'I' //`. <\/
<br /> . . PORCH
<br /> per Figure 321.25-A) counts as YI of a braced wall panel when determining compliance with Table ' - -. SLOPE I SLOPE I E / -�- \
<br /> 321.25-1. For Continuously Sheathed bracing, the actual length of each PF panel (16-24"wide per a---------_---------I / ,,,1 I \\ ,,,,
<br /> Figure 321.25-A) in feet counts toward the required total length of bracing required. For L ^;I, /AJ•, 3 CAR \ ,-"
<br /> '-:1,,,' GARAGE \�•.
<br /> intermittent or when evaluating panel spacing per Fig. 321.25-C. \ . '�.
<br /> ;��? BARRIER \ `L.
<br /> a FREE \' I.I'
<br /> CS-WSP \
<br /> CONTINUOUS SHEATHED WPS
<br /> • • \
<br /> PORTAL FRAMING ^ --^^
<br /> 1/-
<br /> 4'-0"STRUCTURAL SHEATHING / \\ -O- W
<br /> Minimum 1/16"wood structural panel sheathing with k I 'I• U
<br /> z6d common nail or 8d box nail(2-1/2" long x.113 / \\. I•I'' 0
<br /> at O U
<br /> diameter or 1/16"crown 16 gage staples 1-1/4" long / �', -1,_
<br /> / \ �!, U r J
<br /> v• r
<br /> GENERAL STRUCTURAL NOTES / l, \ / Z W O 9 i-
<br /> Double top plates are required over all studs and '-';,_ 'I`I= , \... V -1 N ('�1 Q lL
<br /> headers. The end joint offset between the two top 1St FLOOR PLAN
<br /> N 1•I, / -74. \.` Q- ^ N W �I
<br /> plates shall be at least 2 stud spaces. Joints In the I 1�4I�1 ''�� �I_ �, �, -1*, W 0- l�! > kJ
<br /> Z
<br /> top plates shall be installed only over studs. The two II I II PORTAL FRAMING \• ` _I.I�' Q 4 ' 2 tall 0
<br /> top plates shall be nailed together with a minimum of SCALE: 1/S = l'-0" _,,. 1• 0
<br /> (3)12d x 3"nails or(2)16d x 3-1/4"nails." -•,' `�1;' Z m W U
<br /> Bottom wall plates shall be fastened to the floor •
<br /> Z
<br /> T1-11S PLAN WAS CREATED AS A DRAFTING system with a minimum of(2)12d x 3"nails through �I:1:,; / V N -
<br /> the bottomplate into the floor Joist below." `�"I; ,I:.' illi co
<br /> SERVICE ONLY. THE DESIGNER IN NO WAY EXPRESSES `-'',. .
<br /> OR ASSUMES ANY RESPONSIBILITY FOR THE ' 4 0 Q
<br /> G.C.TO VERIFY AND APPROVE
<br /> ACCURACY OR COMPLIANCE OF THESE PLANS SHEATHING SCHEDULE PRIOR TO CONSTRUCTION a d
<br /> IN ANY FORM L II J m d U
<br /> ALL TALL WALLS GREATER THAN 101-0" TO VIA AI/15
<br /> BE ENGINEERED BY MATERIAL SUPPLIER 4'-0"STRUCTURAL DRYWALL BRACING `� �O / E ILI
<br /> G.C. TO VERIFY ALL BRACED WALL SPECIFICATIONS Minimum 1.e gypsum board panels fastened at panel Z Q
<br /> edges including the top and bottom plates at 1"o.c.
<br /> PRIOR TO CONSTRUCTION Minimum braced wall panel length shall be 96"where U
<br /> gypsum board is applied on one side only and 48" N
<br /> where applied to both sides of the wall.
<br /> Q
<br />
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