HomeMy WebLinkAboutWall section specs - hse?garage? . Z C� 1 � �° y�S C�� lT O I N T� ��p r4�
_ _ -----�
�__-- ._— – – �
;
�
�J� S:` i"✓i i`.: .'�r'�� � �. ..
I' I�.t�i.�it7�, ?�F-..CJ . _._ _..._. _ i — ��✓r �
! //� ir�?����.��t'.'
�GG=- J::�:5: — �.. r ,- r �^t.,:-?"-i y:,. �
:, �� �.1'..
. ���/ �'�'_'�.,1•y',—`,
�, ..-�� ��7�'7,ii`.� _._ _ r_ _ � �. .:
.,e '.��,'ti1.�l; —
C t � �, '�`� l.i—'ii:�:;L)f''�
�E"°;I"'�<'.�i�, � �.��.�":Gii�.i=iL ��'..1'�'�"`'.'�r
?��•i,-7Ci,� / i •fa f�
i1�'.
��,�.�. ;-� �
; :.:
��.;:.,��� �-
i� _rc.r;;..
i�'r �:
� ��:i .. �r.
; :t/..ic:iF;f.. .
I�'i'-n
r�t 1�:=i
li tr�pe� 1�C�Sn.:' '.:•'' .71�:/.•- •;, r;T '` j""'�' ..
��c.:'.-... :. ,;+,. . �...._:;rr�f., /+j.�._
/-iC %t_:'v':','��,_�'ry J - 1j'.r,:J?J:;;� . >
J � �'":"�`;;� -- — _�-;r�t. :��,:�-� `�`�'��
}.� �,�;;���;. ��r-�
,. ;,
JiSii:.
�
_F���
��r - _�,
I
�!�'•;�;; ;,- ;L1G�? :?f,:��;;:�
". �.;.:a•.i `i
; y�;4�,��� �' �4' j
� =;::�?;Of :;,''ej�^; . j,,•rn�,--�
t.;�-+ .
, �„'t (�;; � • :�—i�;iitf:'..i�^
��j „",�.;�'"H1:.. ! j,;'�?i�;r'_ �ri�7irtc;�
,� ,_
;f%q.. �!v .
, 5 n.;)�::;,�
I�%�ii.;LS�
'. .7_✓:"`_✓ .-li�:lJ�;::� L'f:n�_ ��f: . z( f
:�j�:nl':t`),�
�� :�::i'iiT.'r:.
� '� ��i�• -.��.,
I� .... /� it'tt1:.�
I. j'✓ �.'�l+:i�_:•€�� .
f ���' �,�;�
�! ;��•rr�,�::�' ,
�� ;<!t>,«,..,;j,
1% `4�l1[tiit���. ,
;:;i'ii"'J';` ..
(1'� �`.� �/�JrY.�('.�f .
�I/�Y����J�It:'v rl:�✓..��'v=:hi� i��:::+u,:xi':'
i;y.�.�r.�;�.t.
E�.,, ,.;
� >'::ir:��� �
.....��i/ll::Ma•� .
� �r'riY�lfi''��/,�S �.
.�%='�- ��. .,
^1�il�i�r`j: '"� i U� •
r.: �}�,
�=�3i.i:���:� �' r�- t �� CCI�JC.'''..'G�'G , _CJJR
'Jr✓lr 'J..St��1+ . .. .. ..."." '""_" '• � T tTs� � ,/� — .
i �.
� � ..7:. .... ' / ��j,�, / /�
. �r�f+.�f1�� �,/� `,...Ji-1`Y.�Jr� jli.��.ri/':� J'Jlt��i;.
� } /� r�
^•' �( ��t�MI�,�, �� ✓� ��11� r`�� f'.�:�vir�'�i::1 .
'- i! II y .
:^��i�?��ii✓i\/�::�:��j,��l�:r`!�it/f :.r_�t`. �'�? �. '
' r� t��'vi�rJ :Js� Lr.�i�i71�' � {,•� . � � ' � �'�
� rf�� , �+ ' �. / / \ \, . �
:"�''�� /� � ,;I � .���,.
,:. ..,�".�:'.:. ' • . �\!`\�^i , �
�I .�_« .�.. _.
y /�C,., �1�'AR�i Vt.A.LL�5��$�1��iS,�C '� �jT ' ^ ��J ^�f,i ' ri_�-�--1`�-.1l ,
� . y. '�J1�:�Si��.4) 13��^t'{I�L J.��J�1V� .
� � ,. - 'S:v.�.,':J:Strd — 4 �'1� r i�-'+..3 G i � . _
1 ` � --^�<---., G�r�.V�r�w 5"sl_'-tbl: �l's; t� '�' �w
� � ��.11�� �. ! .�-. ��l � ��'. -� -::+ .
, J `+ ` ` ' �1���„ P�_at 7"?92'�" �
I! ,�\ i,\ �,-�"'' w�r ` .-, C✓� " Fa:.-�-s�-�4� '�sro�rza�z � � --`--
� �' ✓�'.�. TaliFr.x:'-S:r1-aiA-E"s-: {
� �, �v v''J Ir�t�� —' i. '--� '' " ;
i`; —}: °r �� �r �" �+'��si[t: �.c�+:w.-�ad�alis_cam " _G5(01/20Q1 =�'�`
;i .�v:1!ei2;1�.3t:i�,..:.�Y[ . ; -------- _ ��.____ __ ... `
--- •.. . . . . . . :. .. . ..�. ._ .,. .. ._ ... . ._ . .... . . . ._.. r -� i ��1�•.1� i'���': ��i:; �
�� - - - - -
/Ir .��"/
.� �. ��p
. — ��. � �wwc �I�
i , ���T� �{�
MCLES GtS SiWM911) Tt7 AL�FPT
!� AHCHIWP 7tAltlW1EI. JPE1�fJ73E iKX£
� i f i ' SiW Ii7i�AI C1/1D1Nf1 A$XJtJYiiFf
�t +. , PL�tStAC 7aE,tiATERf�4
, ,
� ,� � pi1fX l.A�
.�� '� ��i �� i� �{.!S R� 8Y
� {! ; `f I f J�DiES AN Plp�!'��
; �� .: � ��
i, i�'� a 3 �, .; i� i� �e+�vs
�i'�/KI j; `{ i I �E i, �
� : ; " ! �� �; ; , �� Is i�
� :
;; •; �� �;
-,; � ;s "� �� ��
. ; i� �
i �' !! � �� ++ � 2•
� �f �� •3 � � �
BQLTrS) !JV M/ChbIR
i I :�'i i ': 7�AH�- N1rSO4T AINCf11DR Tt/NNEL ANTD
I i �' PRE^DARI�ED MOCE'�
1� • i� :'s
� i3
�,�j ! .-.:j !; •, , AN'CHIDR 6nILT
, f ' :
'i �''�,� . �f '� AMCMOYP 7LOAM�Ei AVSfv�rn
E I i � ';'.. ..
�' :� �; :� � �� i
�:-.� `;��:� ` :
f ` a � _. �. � RENGIRD`JiAR1t5
• ��,i :F}4:
�� �i,.,, : ', ;( ,
:: ' � � ��` �� f� �3 i
i � '� ;�,�� '� . �� ji I.
I�%
.. � � !i �:: j �
'.J`� �.l �; �� ±3 I
a 11 �f
' � f; I; ' �
. 'k � '�
� (� '�
i I �; �1GY�•!�(i�7 BI�IR�
� � i
a
I
� ;
� i i r� LEDAt7P B�U
�• �: � �[
' ' �� ;i `� ;� RE716lRD�A�ai[�Vs
E' �, � �! �i � Ae
ii ;� I� I
�
���:I; •f'' � �j i's i i�
� � 'F.Tfi jA.y`� � 'g . '� ff
I=�i` ` �I ' �i
i j � �` }� ;�
, ii i
�
I � �� ;; ' ! f
. , �' ''
I � ;f
RE�i�?�RD 14A1L SYSI�4IS,J\C
s„5���, AIVCHOR TUNNEL DETAIL
—� �r■ o�x��sir,.:aa:
��irl P�e:�0'L�9b?�'1?
WI�►LL Y ° �c=a�•s�z� ::rs��:1�.:, .., �:,.:r�
�TEM� To�JF�1-3�61.63a4
Build Different.Build BetEer.r-' ae�9�:w,�w.rewara��s.sflm ":t =°�
---s,�:,,�,,: .,<- -�.. - 06101/2UO2 i!2"=1'-0"
.:'A'w `Jni'i.C'�+C^•:,wt. ��:R:C.^�5_.7�.:
'J_:v.. �YbKi::.h Li.k':s� .�:�7'J%�.�:.5 :q. �.�'4i`Wl::S'rirSi.7r�'�w A:�.i"d.':::i�.'1�Sv�
A3�Y.:•'�:ar'..�,.:=ULF�4.'��W7:4$4.M.K:.✓_'�d.'��r .h.l.f,^i:d',i.f.A'.Y•w7ANir�k�P�w:S�-y=.�: DETAIL f
N0: l-28
�4U Rm AND PLACEMENT
� � 15—A�!lNUTE
� // THERMAL Br4RR/ER
,p., . , �.
. '.-�� "; : �—LEDGER BUARD WITH
� ;' ANCHOR BOLTS AS REQUIRED
"SJ..i,:
_:�..
SE'COND POUR ' %�
r . I
F�Rsr Poua ���
c 7 _ ._._�
� -
�..y�S
J." J _ . _--
` s� „ �\ ___.,,_._
—�. �-� -
EXTER/OR F/N/SH —..._ V �� n ��, ���- WODD 1—JOIST
�
� `���— JOIST HRNGER
�. =r•�s�
REV�ARD Gt'AI.L SYSTF,ItiiS,NC
+��;sa:bs�a�se«s I.EDGER BOARD WITH WOOD
�"�'s�'r�-,wl WOISTS(PERPEND{CiJl,AR T4 WALL)
r�r u�s��o'��
� Fae d02-t97.?g6q .c'� Pr 7!� • �_v,..��.5;:.
► wa�� Y!�'tMa T��:�-�-6�,�
Build Diff�rent.Suiid Be�er.'� wa�un: R�.����.� �� Q�a�rzoo� ��``: �•_���
7.7.`:s:,e.:S-'•'f_K'�w.:.b'T�-�""M.•^.":�5.,VF.T:..3ire:_w'�:t S YJ�'�E'='.Mi�✓Cri,r�::>^4.::Y.'F 3.+C-
s�::�:;.�;�:-�_�.��=.���:..��s-.:�--.��j�:�.�:;,�.:�y,:�..7�'c+mi.. +:F<J Y%.':_'3:cY5.MC DETAIL N�}: I-25
S:Y"4:r[S�4[S�':Q:u•:2:f_]fC^>.3I!:A/.�fY!t�'':k.
�-- -•�_'_ "_�._..
RO�F SY5TE4J
—�\,
PLYWODD SHEATHJNG—�,\\
ROOF TRU55 �� ��
\, \� .�
�._.
2x Fasc�a
currER--. ,`
,�
/, J ,�--�� �Y i�9 J•�/`,,, .,r. .�..
'`�'/ �// . J " �• �
t�� t
� ,?,
r'; i`: 1� �L \
7 p-�,Y,�^� ``�. :,-1NSULA710N
:.�d�6:� �
: .. �� �—roP srcc PwrF wrrH s�u.
SlLL SFAL ANCHORED
� ��` TO CONCRETE WALL
� ._�• " •.
� ' "�' �. .; �`.� �'`-15—M/NUI F THERMAL
EXTERIOR FPNISH� - \, BARRIER
- F, ���
�. � _.:�' \ REBAR D�S/GN �ND
PL4C£MEN AS REC3UlRED
�`'"'�`�'���$,INc ROOF TRUSS DETAIL
¢''{��5�`` VIIITH TOP PLATE
o�.�.�s�rr-iaoi
,� e�::uz.�z-aor _.. .,.
� WALL Y�T�M�� Fuc aos-ssa�a �:.:sw;„a:_� :s.-,
;onrM:i-�oo-�sa-c�ae
�_ .�:
Build Differen�.Build Better.'� wa�: ��.�a�ns.��u ` o5rotr2oa� ' r=�-o�
�::,��.:.::�.��- :X.�..-,;,��-��w=�.��:Kr,,::�:.:����:��.:�:.-:�:.,�_..�:a�_,_, DETAIL N0: I-44
•O�ti=CY_:..�."YsS^'.��i,:�f�.4;:�2'�ti+d K:�.'°£+k"+r..X;uk:f£'f�:,ti:C�+e:�V"Je a.yY.i6:«: �r.••�e•5�..`t
0?Y_'S�%i:ti R9!'T^�'.ti.-'*.�+IF�LL*h S�'.:M'V.'.�77::.T!Y.
15—M/NUTE
R£d4R DESIGN ANO PLACEMENT-------.` (� ;�� � � �r TjyERM.4L B,4RRlER
AS REQUlRED
s
.:p, '7'
SLOPED flNlSHED GR4DE—�..., .: �--r- z ,
'.�
�.
„� i 1'
2:,
��" ..' �1 /�` CONCRETE FLOOR
WATERPROOF/NG MEMBRANE �--��. .r,-<;� - i� ;-GRMVULAR FILL
FILTER CLOTH, lF NEEDED ' ' �' :
-- . y � ' �J � t,
�.;.�~.��, � -.-r .
J;,r� _fi.,r-�s e.. , . ,
��� - • - - -
AGGREGATF-. . -� -'�'•` � , . . . . . ���;,�
�_� �`�� . . . . . : . . . .
� DfL41N T1LE ^� _ •' � � ' . � . . • ' . ` .
��- . . . . . . . . . .
o .. , �
. . . . . .� . . .
CONTINUOUS FODT/NG — SIZE AND �'/ ,,,,.•- —SRTR4IGH� VERTlCAL pp�yEL
REtNFORC/NG AS REQWR£t7 --�� / 0 H� AS �OU/RED.
�- DOWEL OR H KS TO MATCH
VERTICAL RElNFDRCING.
UNOJSTtJRBED SO/L-
xEr����nu.si^s�Ms,n�tc �{�OTf NG DETAlL
:.::;so,�,�se�
o,��Q9ir,-i�o�
__ rn�:ez•s�tamt
� F27C�'�:'� 'C�. ��:•n.4 '.'�a:C.st .J:
ALL Y�T�M• r«��i.soo���s �
:,:_: ,.�..�:
Build Different.Build Better.� a'�s��: a�.��s.�, ost��noo� sM=��-o�
G..:�e',;a,•:�.Y�"J�C-i��:r^.�v�c-+.�se��w=_.�5t e;��_-1'u_3S.c.�.C:•�:,'rKc 3F:a�:..�.Z;�i 4:L^%J�vwY K:-S.� �
_cc.-��y_s. ..s?:l:a:F��_._�� „a.as?,x.�:>s<wxs..-�:7���:x:s��.-:c:y.m s xF.:+r. �:Rasr a:• .w
<.£���.::r..- ��:..<<�w,.�.�-�,h:...�.. _._ �:s,. ��_ DETAIL Na: I-19
� IZEWAR.D�
— WALL SYSTEM8 Build Different. Build Better.s"'
�► �° r�
LINIEL MEIGHT 9 iFORM
Design Parameters
Urriel HeigM 8 in.
Co�crete strength at 28 days,tc 3ppp psi
Steel strength,fy 4U.000 psi ,� .______�,,;
,
1 ; -
1 :
:
_' .. __. _ .__— - '����
� ( j � 1 -- �
� • 2
;! F�_ r �-- i �.. .
: , ,. � ;'i
, >; � r,.
.�"I �.� �� .. ���.��► _
_ � ; � � i � � -�J
1 �: ._ -- _. � , }_.
MINIMUM REINFORCEMENT REQUfRED
FACTOR�
LOAOP6t
FOOTOF Lintel Span (ft)
INTa
__.___
3 4 5 6 7 8 10 12 14 18
�- #5 top and bottom
250 Ib No Shear ReiMorcement Required !�
500 (
i
750
1000
1500
2000
2500
3000
NOTES:
1. Consult with the local building code for minimum required service loads.
2. Appiied service loads must be multiplied by load factors to use this table. See ACI 318 or applicable buifding
code for appropriate load factors applied to dead and live loads.
3. A minimum of 2-#5 bars shall be provided on each side of every opening to meet ACI 318, 14.3.7
4. See details in introdudion to IiMel reinforcement for reinforcement placement.
5. Lintels designed for typical residerrtial construction cases used to establish the vertical reinforcement tables
found elsewhere in this manual may use the following factored loads. Consult an engineer beyond these
parameters.
Factored floor dead and live load=1424 plf
Factored roof dead and live load=1120 plf(no attic); 1800 plf (inGuding attic)
Factored roof dead and snow load=2100 pff (no attic);2780 pff (including attic)
B. #3 stirrups may be substituted where welded wire reinforcement(UVWR)is shown for shear reinforcemerrt.
7. See accompanying Lint�el Reinforcement Table Notes.
Reward Linte( 6.2.1.1 -9"!8"
Issued on: 4/1/2003
6-31
Release: E
,�REI�VARta.
t SY37EM�
Build Different. Buitd Better.s'"
Below Grade iForm Wall Reinforcement Table Note�
Tables: 6..t,1,1, 6,I,�.Z aad 6.1.1.3
1• Alinimum vertical reinforcement required for temperalure and shrinkage:
t 1"iForm: #4 @ qg"o.c.
13"iForrn: #5 @ 48"o.c,
]5"iForm #5 @ 48"o.c.
Z- Minimum horizontal reinforcement required for temperature and shrinkage;
8' wall: One�t4 rebar within the top 16"and bottom 16"of the wall,and one#4
rebar near mid-height of the wail for a total of 3 hotizonta]rebars.
Spacing of horizontal rebAr»ot to excccd 4$".
9'and higher wa1t: One#4 rebar within the top I6"and bottom 16"of the wall,and
one#4 rebar near the third points of the wall, Spacing of horizontal rebar not to
exceed 48",
3. Deftection meets L/240.
4. Additional reinforcement is required around openings,corners,and discontinuities.
5• Place the vertica!reinforcement off center or eoward the inside face as indicated in Details I-12,I-I3
and I-14.
6. The wall must be braced against sway at the top and bottom.
7. �ne#6 or one#7 rebar may be substituted with two#S rebars. The two#5 rebars must be spaced no
closer tl�an 1"apart and each#5 rebar mnst have its own lap splice.
8. Shaded ceJls indicate tl�e capacity of the wa11 is exceeded for the assumed design criteria. SpociSc
project infomlation and design criteria should be used to properly design the wa1l. Reinforcement
requirements may be rednced and/or a design may be achieved with the specific project information
and design criteria. Consult a design professional.
9. A vertical rebar shall be placed at each corner,
lssued on: 10/i/2003 6-10
Release: F
'�''REWARD.
` WAI.L $YSTEMB Build Diff'erent. Bwild Bettet.sM
�
Above Grade Wall Reinforcement Table Notes
Table: 6.1.2.1, 6.1.2.2, 6.1.2.3,6.1.2.4
i. Minimum vertical reinforcement required for temperature and shrinkage
9"iForm: #4 Q 48" .
11"iForm: #4 @ 48"
2. Minimum horizontal reinforcement required for temperaturc and shrinkage
3'Wall: One#4 rebar�vithin the top 1 b"and bottorn l6"of the wall,and one#4
rebar near mid-height of the wa)1 for a total of 3 horizontal rebars.
Spacing of horizontal rebar not to exceed 48".
9' Wall: One#4 rebar within the tap 16"and bnttom 16"of the wal l,and ane#4
rebar near the third points of the wail for a total of 4 horizontal rebars,
Spacing of horizontal re6ar not to exceed 48".
10'WaII: One#4 rebar within the top I6"and bottom 16"of the wall,and one ft4
rebar near the third points of the wati for a total of 4 horizontal rebars. Spacing of
horizontai rebar not to exceed 48".
3. Defiection meets L/240.
- 4. Additional reinforcement is required around openings,corners,and discontinuities.
5. The wa(1 must be braced against sway at tbe top and bottom.
6. The design criteria used include compoitents�nd cladding elements,an assumed importance factor of
1.0,a maximum mean roof height of 35',and buildings both enclosed or partially enclosed.
7. Exposure categorics(A, B,C,D)
Exposure A—Large city centers with at least 50 percent of the buiidings having a height in excess of
70 feet. Use of this exposure category shall be limited to those areas for which terrain representative
of Exposure A prevails in the upwind direction for a distance of at least 0.5 mile or 10 times the
height of the building or other structure,whichever is greater. Possible channeling effects or
increased veJocity pressures due to the building or structure being located in the wake of adjacent
buildings shaU be taken into accoi,nt.
Exaosure B--Urban and suburban areas,wooded areas,or other terrain with numerous closely
spaced ubstnrctions having the size of singie-family dwel{ings or larger. Exposure B shall be
assumed unless the site meets the definition of another type exposure.
Eraosure C—Open terrain with scattered obstructions,including surtace undulations or other
irregularities, having heights generalty less than 30 feet extending more tl�an 1,500 feet from the
buiiding site in any quadrant. This exposare shall also apply to any bnilding located within exposure
B type terrain where the buitding is directly adjacent to apen areas of Exposure C type terrain in any
quadrant for a distance of more than 60d fcc� This catcgory includes flat open country,grasslands
` ' and shorelines in h�rricane-prone regions.
6-17
Issued on: 10/!/2003
Rclease: P
,�IZEWARI�.
s Build Differen� Bui1d Better.sM
Table 6.1.1.2
_Re.rx.�rd Below Grade Wall
y �� �3" iForm - No Brick and Brick
� �Ver'ticaI Relnforcement Tabie
° Concrete;3,000 psi Rebar:Grade 60 .
�` �'�°� ed n of Vvlktl RdnfWcemMt
"'h1"°' u^ewanood Ma�imom
8act�aa BsekF� EVuF✓aleN FIuW Ouskr E�y��� AWi�num
riert �;yw � ,5 �kY EY�i�oaaiauFkAeOo�y
60 od
(n I„) ti4 w5 Y8 r7 ND s4 f�5 NB A7 p8 f4 M5 u8 xT sB
a
8 S Pro�iOe►bi�r�o ff5��6 �ov+0e MlNmun RS Q a8•
Provlde A1i�6tium tCS Q�9'
6
� ae �e .a +e
� N 48 �8 48 48 21 �2 46 49 IB
1
. . �� 5 fNoow.llin'+wn!S��9• Prmride/d�iDnun+YS�16'
� ProvlUe t WiGMun YS�48'
9 r 6 .
.._-. ` � 40 /B IB 48
�.i� 7 36 �B 18 �6 �E Z� 36 �6 a8 16
e�:% 36 ,a .e es ae 2. �: �a �s ,n ,t za ae �e ae
q �.�..
3 Provlde I.inirmaW!!5(.,D�A' G10vW�MiNrtlum f15�48'
Provitle►irinrum MS Q IB'
70 B -
3b �!8 48 � �8
� 3D IE 48 1H �6 76 36 IB �6 08
s 38 48 a! �0 �8 19 98 10 �8 �8 72 41 JO 16 16
9 2� �2 �8 �6 �8 12 1� 36 48 tB t2 t8 2� 36 sa
4
� WwiAe�Gdime�15�la8"
5 Prwke n%rYm�ltn 119 Q IS �ovtls A�nillnrn 1N5 18'
B
30 �8 48 �e 48
" ' 3o ae ea �e as tis ao ae +e ee
s w �a �e �e �e +e ao �e sa �e ,z s� ao �� ae
9 24 3B IB �6 48 t2 2� 30 48 48 8 18 1C 30 J2
10 16 30 Q 49 48 72 70 ]� �b 4! 6 tZ 18 7� 3G
4
� P.a;Or�Minb.«,m as g�e� Rwde Arr,tMm rs��8' aroNas Mkamym Ys @ R8'
6 �2 4S IS y 48 70 4e 18 �8 08
t� 7 �2 �0 �8 18 46 24 42 48 48 �6 76 � 42 ag 4g
8 70 16 �0 �B 48 1B �0 f2 10 �E 12 f0 3p �Z �e
9 18 J6 4a Ie �8 12 18 30 i2 /8 6 12 2� 70 42
10 12 24 36 4B t8 6 12 24 30 �2 B /T 78 24 �p
11 72 1D �0 �2 48 6 f2 7B �A 36 8 6 12 t8 2�
NOTES:
1. ApplicaUon must be within the specified design criteria. Consult an engineer for conditions beyond these
assurnpiions.
2. Place the vertical refrzforcement off center as indicated in Defarl I-13.
3. The wali must be braced against sway ai lhe top and bottom,
4. These tables rneet applications wilh and without exterior brick facing.
5. (2)#5 rebars may be substituted for('f)#6 or(1)#7 rebar. 7he(2)#5 rebars must have 1'dear spacing
and each#5 rebar must have its own lap splice.
6. Shaded cells indicate the capacity of the wall is exceeded for the assumed design criteria. Specific project
information and design crlteria should be used to properly design the wall. Reinforcement requirements may
be reduced and/or a design may be achieved with the specific projed information and design criteria.
Coruu)i a design professional.
7. 5ee accompanying Below Grade Reinfnrcement Table Afotes.
Issued on: 10/1/2003 6-12
Reicase: F
�REV�IA�RL�� SM
Build Different. Build Better.
�
Table 6.1.1.1
Re_wa m.Below Grade WaII
�- � � 1" iFor No Brick and Brick
�. `'t�ertical Reinforcement Table
Concrete:3,000 psi Rebar. Grade GU .
n+a. w,o+wnn eCuUM In,avaural • ce�l --y.�..—
MegMN Uroatmcod MM�munf AAa7dmlln Madan�m
Bns¢mnM Ractf� EOUWibnl ik�W DantltY E9�a�cM FpW Oenaily CpJrtleN FMW DensRy
Wa� Hegn 30 �6Pd 60
n n w M5 OG r7 t1e A� /6 Me X7 Ne w rs ae a7 ae
� � Provide MuYmurn 14��8' Ptovide Mrimun!4�48'
..g 5 ProWOe MkWuumc4(�atl" 12 18 48 48 48
. � � 6 36 �8 48 16 � 2� 38 e8 �A n8
-..__ _,. --:
T ` - __�8 48 48 18 2� 36 1$ IB 18 7B 24 IT �8 40
4 . . .�� PmMOe Mlkimun fi��8' f'rovWe AGirmum Md��6•
5 PrOviOt hliNrtiunl W��6' 36 �t r8 18 49
9 .6 30 IB 46 48 �8 2� 38 sB �8 48
� a0 ae as �6 ae �a 3o es '�s �e t2 2� ae �e ap
8 24 �8 .18 48 d8 12 24 38 f8 4E 8 18 2t �5 48
' vrovWe MlNmwn w�+6� Praria.ntirinwm w@�r rrwiee w:�mm w�+9�
5 48 AB �b �8
10 6 �B dg q8 OB �8 90 �8 �8 �B �8 18 30 4B �B 18
7 3D IB �� �A �B /8 ]0 �2 r0 �M 13 78 ]0 �2
, 8 76 98 �8 �B 40 12 1e 30 �t2 �g 6 �2 1A JO A2
�= 9 12 t4 38 �8 �0 8 12 2� 30 a2 6 12 78 24 30
- � ' ' P.o+a.MY�awm r,e+r arawe wwnun w�Id' vroNee Aw�mun so��9-
5 �8 r8 s8 �8 �6 38 <8 �B �8 48
6 <p 1� 4tl �6 y 30 �2 46 4Q �6 !6 �0 �B IB 18
11 7 JO �2 �E 18 i8 iB 30 JI �8 t8 /� 1B 30 42 �6
e �s 3o se ae �e �s ,e w n �e a �z +e 30 3s
9 72 24 �8 A8 �8 S 1� 18 3p 36 8 G /2 78 Z�
10 12 16 ?9 36 48 6 8 12 2� 30 y b 12 18 Y<
� woriae►rmxuum w�.9- Pror�ae n�urnum/+�ar vrwwe A+minnrn a�48'
5 �8 4B 46 1B 48 �p 48 � 48 18
6 d2 4B 46 N 98 48 24 12 4! 46 16 18 30 �2 48 48
12 7 24 �2 �$ 16 N tb 2� �8 46 18 12 1B I4 36 t8
8 18 30 �2 18 Ia f2 t8 1� 3B 10 6 12 78 21 36
9 12 78 30 4T 48 6 12 18 24 36 6 12 78 21
10 8 12 � 30 42 6 6 1� t8 71 �.r. . _
tt 6 72 78 2J 30 �`�`-�-.� 6 6 f2 t� •a ��.
NOTES:
1. Rppliption must be wiihin the specifled design criteria. Cor►sult an engineer for conditio�s beyond these
assumptions.
2. Place the vertical reinforcement oN center as tndipted in Detail 1-12.
3. The wail must be braced agafnst sway at the iop and bottom.
4. These iabies meet applications with and wifhout exterior brick facing.
5. (2)#5 rebars may be substltuted tor(1)#8 or(1)#7 rebar. The(2)A�5 rebars must have 1"Ctear spacfng and
each#5 rebar must have its own lap splice.
6. Shaded cells indicate the capacily of the wall is exceeded for lhe assumed design criteria. Speci6c project
inforrnation and design criteria shovid bc used to prope�ly design ti�e wall, Reinforcemerrt requirements may be
reduced and/or a design may be achieved with the specific projecl information and design criteRa. Consutt a
design professional.
�-�- 7. See accompanying Below Grade ReJntorcement TabJe Notes.
6-I t
Issued oo: 10/l/20U3
Rcicase: F
� REWARD. �
WALL SY9TEM8 Build Different. Build Berter.SM
How to Use the Lintel Reinforcement Tables
Step 1 -Review the design criteria used to establish the lintel reinforcement tables to determine
if they are applicable. In particular,verify that there are no concentrated loads applied to the
lintel.
Step 2-Determine the lintel height above the opening. Tables are provided for lintel
heights of 8", 12", 16",24",and 32". Intermediate lintel heights may be reinforced according to
the table for the next smaller lintel height.
Step 3-Determine the lintel span that is the width of the cleaz opening under the lintel.
For spans that are intermediate to the spans shown in the lintel tables,use the next largest lintel
span.
Step 4-Determine the factored load per foot of lintel. Use the expected dead and live
applied loads or the code required minimum loads multiplied by the appropriate load factors. The
factored loads given may be used for conditions that do not exceed those shown above for typical
residential construction.
Step 5—Find the appropriate table for the selected lintel height and the Reward iForm
being used(9", 11"or 13").Find a load in the table equal to or greater than the applied factored
load determined above. Read from the tabte the required bending(top&bottom)reinforcement
(1-#5, l-#6,2-#5�and the required shear reinforcement(#3 stirrups or welded wire
reinforcement).
Issued on: 4/1/2003 6-Zg
Release: E
.
I�C.WAI�D.
` WALL $YSTEMB Build Different. Build Better.�
�" 4.6.2 Vertical Reinfarcement
The placement and location of the vertical reinforcement within the Reward iForm is critical to
the strength of the Reward walls.
The most efficient method of placing vertical reinforcement consists of the following four steps.
The vertical reinforcement is: i)cut to the proper length,2)placed between the staggered
horizontal reinforcement,3)inserted into a drilled hole in the footing or slab or into a pvc ring
placed over the vertical dowet in the footing or slab and 4)tied to the top horizontal rebar with
wire or plastic ties after the last course is placed.
An alternate method is to cut the vertical rebar into two or three equal lengths relative to the wali
heighi. The lengths are cut so that an average person can lift the iForm over the vertical rebar.
As the walls are being stacked,the vertical reinforcement is placed between the staggered
horizontal rebar and tied,at the bottom to the vertical dowel and at the top to the horizontal rebar,
with wire or plastic ties.
A vertical steel reinforcement must be placed in each corner.
Always extend the vertical rebaz 40 times the bar diameter beyond the first concrete pour if the
watls will be continuing upward,or place a vertical lap bar into the first concrete pour. This will
add structural integrity to the cold joint.
._.
11"iForm 13"iForm . _. �.
_, . .
Steet Reinforcement Placement Steel Reinforcement Placement
Outside Inside Outside Inside �tside inside . Outside Inside
bv�arorr exrovan ��:" . • •• ,w�eww � • .'
�� o�F--c�ivlDt
L1FIiI1ER ���� �
Issued on:4/1/2d03 413
Release:E
� �WARDe .
., WALL SYSTEMB �uild Different. Build Better.sM
6.1.2.3
Reward iForm Above-grade Wall
Vertical Reinforcement Table For Wind Pressure
Concrete: 3,000 psi Rebar: Grade b0
Design Maximum REBAR SPACING IN.
Wind Wali Height 9" iForm 11" iForm
Pressure Per Story (4" Fiat Wall) (6" Fiat Wall)
(ps� (feet) #4 #5 #4 #5
8 48 48
20 9 48 48
10 48 4g
8 48 48
30 9 48 4g
10 42 48 48
8 42 48 48
40 9 36 48 48
10 30 48 48
8 36 48 48
50 9 30 48 48
10 6 12 42 48
8 30 48 48 48
60 9 18 24 42 48
10 Desi n Re 'd Desi n Re 'd 36 48
8 24 36 48 48
70 9 Desi n R 'd Desi n Re 'd 36 48
10 Desi n R 'd Desi n R 'd 30 42
3 12 18 42 48
80 9 Desi n Re 'd Desi n Re 'd 30 48
10 Desi n Re 'd Des' n Re 'd 24 36
Notes:
1. For design wind pressures greater than 40 psf, all vertical wal!reinforcement in the top Reward story
shall be terminated with a 90-degree bend having a minimum length of 6 inches parallel to the
horizontal wafi reinforcement and lying within 4 inches of the top surface of the concrete wall.
2. Application must be within the specified design criteria. Consult an engineer for conditions beyond
these assumptions.
3. Place the vertical reinforcement in the center af the form as indicated in Detaiis I-10 and I-11.
4. The wall must be braced against sway at the top and bottom.
5. See accompanying Above-Grade Reinforcement Table Notes.
6-19
Issued on: 4/1/2003
Release: E
,�TZEWAIZDa
wAL� SY3TEMB Build Different. Build Better.sM
How to Use the Above Grade iForm WaII Reinforcement Tables
Step 1 —Determine the local building code requirements for wind load criteria.
• Fastest mile wind speed or 3-second gust wind speed
• Wind velocity
Step 2—[f the Iocal wind toad criteria are based upon fastest mile wind speed, convert this wind speed to
an equivalent 3-second gust wind speed by using the Equivalent Basic Wind Speed Table
6.1.2.1.
Step 3—Determine if building is enclosed or partially enclosed.
Step 4—Determine exposure category(B,C ar D).
Step 5—Determine the design wind pressure from Table 6.2.2.2.
Step 6—Deterrnine the Reward iForm being used(9"or 11").
Step 7—Determine the unsupported wall height.
Step 8—Determine the vertical reinforcement required from Table 6.1.2.3.
Step 9—Determine the local building code requirements for Seismic Design Category
(A, B, C, D�,ar D,).
Step I O—Determine the reinforcement required from Table 6.1.2.4.
6-15
Issued on: 4/1/2003
Release: E
, �.
IiEWARD�
w.��� SY8TEM8 Build Different. Build Bettet.sM
Below Grade iForm Wall Reinforcement Table Notes
Tables: 6.1.1.1 and 6.1.1.2
1. Minimum vertical reinforcement required for temperature and shrinkage:
11"iForm: #4 @ 48"o.c.
13"iForm: #5 @ 48"o.c.
2. Minimum horizontal reinforcement required for temperature and shrinkage:
8' Wall: One#4 rebar within the top 16"and bottom 16"of the wall,and one#4
rebar near mid-height of the wall for a total of 3 horizontal rebars.
Spacing of horizontal rebar not to exceed 4$".
9', 10', 11', 12' Wall: One#4 rebar within the top 16"and bottom 16"of the wall,and
one#4 rebar near the third points of the wall. Spacing of horizontal rebar not to
exceed 48".
3. Deflection meets L/240.
4. Additional reinforcement is required around openings,corners,and discontinuities.
5. Place the vertical reinforcement off center or toward the inside face as indicated in Details I-10 and
I-I1.
6. The wall must be braced against sway at the top and bottom.
7. One#6 or one#7 rebar may be substituted with two#5 rebars. The two#5 rebars must be spaced no
closer than 1"apart and each#5 rebar must have its own lap splice.
8. Shaded cells indicate the capacity of the wall is exceeded for the assumed design criteria. Specific
praject information and design criteria should be used to properly desi,gn the wall. Reinforcement
requirements may be reduced and/or a design may be achieved with the specific project information
and design criteria. Consult a design professional.
9. A vertical rebar shall be placed at each corner.
Issued on: 4/1J2003 6-10
Release: E '1
, 7 rl