2556 R6 Shear Wall Schedule [ SNEAR WALL SChEDULE ]
[ 7/I G" WOOD STRUCTURAL PAPJEL w/ I Od BOX (O. I 28" ]
� SNEAR WALL EDGE ANCHOR 'i BOTTOM ',
SW# SNEAt11NG NAILING BOLTS � PIATE (IN
[TNICK(SIDE)] ,(IN O.C.) (IN O.C.) �� O.C.)
I I�, 7/I 6" osb ( I ) i I Od@6" 5/8"@72" I 6d@ I G" I I 6d TN @ 8" O.C.
2 I 7/1 6' osb ( I ) I Od@6' 5/8 @64 1 6d 1 0 , A35@36" w/1 2-8d
, � �� �� @ ��
__ _ _ _ --_ _
3 . I . 7/I 6" osb ( I ) I Od@4" 5/8"@40" I 6d@6° A35@24" w/I 2-8d
-- - -- __ --_ _
4 �i 7/I 6" osb ( I ) I Od@3° 5/8°@ I 6° I 6d@5" ', A35@ I 8" w!I 2-8d
�
_---- i ---___ _ __ _
5 7/I 6" osb ( I ) i I Od@2° 5/8"@ I 2" , I 6d@4" A35@ I 2" w/I 2-8d
[ SNEAR WALL NOTES ] —
GENERAL NOTES (APPLY TO ALL ShEAR WALLS)
A) FOR RATED Sf1EATf11NG PANELS, SPACE NAILS @ I 2 IN (305 MM) OC ALONG
INTERMEDIATE FRAMING MEMBERS.
B) BLOCK ALL PANEL EDGES WITt1 MINIMUM 2X (5 I MM) BLOCKING.
C) APPLY NAILING TO ALL STUD�;�, TOP AND BOTTOM PLATES AND BLOCKING.
D) FRAMING TO BE A MAXIMUM OF I 6 W (6 I 0 MM) OC.
E) FASTENERS Sf1ALL BE DRIVEN FLUSh WITf1 SURFACE OF St1EAThING.
F) PROVIDE SOLID BLOCKING UNDER ThE ShEAR WALLS AT ThE DIAPhRAGMS TO
ACCOMMODATE Tf1E BOTTOM P�.ATE ATTACIIMENT.
G) ANCf10R BOLTS-4- I/2" fv11M. EMBEDMENT � F'C 3000 PSI (NO SPECIAL INSP)
SPECIAL NOTES FOR ShEAR WALLS (APPLY TO WALLS SPECIFICALLY NOTED)
I ) APA I�ATED ShEAT111NG EXP i/FXP2/EXT OR C-C/GD/STRUCT II PLYWOOD.
2) PROVIDE 3x'S (76 MM) AT ADJOINING PANEL EDGES W/NAILS STAGGERED.
3) WALLS >0.60 KLF USE A MINIMUM OF A 3x SILL. FOR WALLS BETWEEN 0.35 AND 0.60
ANChOR BOLT SPACING F1A5 BEEN DECREASED BY I/2 (USE 2x).
4) PROVIDE MINIMUM 2-2x BLOCKING OR JOISTS BENEATFI BOTTOM PLATE WIT11 BOTTOM
PLATE NAILS STAGGERED.
5) FOR 2 SIDED Sf1EAR WALLS F'ANEL JOINTS SFIALL BE OFFSET TO FALL ON DI�FERENT
FRAMING MEMBERS AND FRAMINr ShALL BE 3" NOMINAL OR ThICKER, AND NAILS ON EACh
SIDE Sf1ALL BE STAGGERED.
NAILS MINIMUM DIAMETER
Gd COM = 0. I I 3 8d BOX = G. I I 3", I Od 80X = 0. I 28" I 6d 80X = 0. I 35"
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[ t10LDOWN SChEf�ULE ] [ GR III SPECIES ]
[ SIMPSON STRONG-TIE 110LDOWN ]
[ SIMPSON 2009 CATALOG ]
___ _ _ _ _ _ _ __
FOUNDATION LEVEL
_ __ _ i __.
11D P�11N FASTENER ANCIIOR I CAP
# TYPE �;TUD TO STUD ', BOLT , KIPS
---- _ � _ _
__
I STI1D8 ( '.) 2x (24) I 6d I -- 2.2 1
2 I�, STI1D I 0 I (.') 2x ' (28) I 6d --- 3.73 .
_ i- --
3 � STND I 4 (<'.) 2x (38) I 6d --- 5.03
4 ' f1DQ8 (_�) 2x (20) SDS2 I SSTB28 6.65
_ _ _ __
5 f1hDQ I I 6X (24) SDS2 I� SSTB28 8.5 I
6 1111DQ I 4 ��i 6X (30) SDS2 SSTB28 I 0.75
_ _ , i _
7 III 11 D 1 2 ��I 6X (4) I" C� i I -I/8" �d � 1 3.20
8 , 11DI9 6X �� (5) I" P� I I -I/8" d � I4.22
9 11D19 6X , (5) I" � �I I-I/4" d ', 16.21
[ HOLDOWN SCt1EDULE ] [ GR III SPECIES ]
[ SIMPSON STRONG-TIE h10LDOWN ]
[ SIMPSON 2009 CATALOG ]
_ _- _
FOUNDATION LEVEL
�
11D I MIN FASTENER TIE CAP
# TYPE �I STUD TO STUD ROD KIPS
I ' CS I 8 (36") I 2x (I 8) I Od -- I .37
2 (2) CS20 (36") I�, (2) 2x , (I 4) I Od ea i -- 2.06
---- __ ', _ _ !, .
3 I (2) CS I 8 (36") ' (2) 2x ' (I 8) I Od ea --- I 2.74
4 (2) CS I 6 (48") (2) 2x ' (22) I Od ea -- 3.4 I
5 ; MSTC66 (2) 2x I (32) I 6d ea , -- 5.50
,
__ _ � � _ __ ; __
6 ', (2) MSTC52 (2) 2x I (44) I 6d ea ��I -- 7.29
_ _ __ __
7 (2) MST60 (2) 2x I (46) I 6d ea -- 9.66
_ _ �;
8 ' (2) MSTC66 (4) 2x I (32) I 6d ea -- I 0.99
,
110LDOWN NOTES
GENERALNOTES
A) MINIMUM CONCRETE COMPRESSIVr '�1RENG1F1 l0 BE 2.5 YSI ����� �.
B) REFERTO MANUFACTURERS CAIA ..)6S FOR MINIMUN.DI51-ANC[f0 FOL'NDATION CORNER. �{j ���
C) REFEIZ 10 MANUFACTURERS CATAt('GS FO�MINIMUM BACKIVG M[M3GZ SIZ[. � ''^F �'���I�� �,� . �
D) ANCIIOR BOL7 EMBEDN�ENI Dtf'I r1�1ALL BE A MINIMUM OF I 5'WI I11 A CUI WA511tR A�VD � �-�� �"�'`�
K�UI �I BOIIOM. �'� '� �����
E) POS I S AI-F10LDOWV: 2x 4 4x (38rn-n x nNU 89mm x)--X2 OK BEl-I EK .,� i ��'���
6x ( I 40mm x ) #I OR BC1 I[°P. ��`
F)TI1E ANCFIOR TYPE h10LDOWNS AT OTIIER LEVELS SI1�LL F1AVE A PAIR,ONE A50V[AND ON[ ��^� �� �c:
5ELOW,TRIED BYTt112EADED ROD. :T ��. ' ��
G)USE SThiD6RJ FOR S1�IiD8,SfY1D I OtJ FOR ST7D I O,AND 57FiD I 4RJ FOR 51-tiD I 4 W.7ERE RIM .r`. °� � . ,,,u. �
JOISTS ARE WSTALLED. •- �;-' �'"
� �.t `Iks � ti-,s `4 .
I)1-h1E STUD FASTENER FOR STFiD'S SF1F.i_L BE I 6d SINKERS. . � e.'�� �a�?
J)MINIMUNi STEM WALL TO BE 6"WIDE f"OR I-ST0�2Y BUILDINGS,8"WID[FO��BUILDIV65 �r'�`�������.�?
F1AVI�'�G 2 OR MORE STORIES.
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COMPOSITION SF11NGtES OVER I S#
FELT OVER 7/I 6"058 SI16�TFtl'LG. �1ANUFAC7URED S1�ANDARD ��RUSSES�24"O.C.PER
ROOF FRAMING PLAN.TRUSSES TO BE DESIGNED BY
VJASrL STA7C AFPROV[D TRUSS MF6.
lQTIC H-I CLIPS @ ALL l RU55-i0 -PLAI[�LOCATIONS
R-49 BLOWN j
INSU�1jTION AT A.TiIC j
�•---•
StCOND_I'�OOR�_ ` ` �.., ^ '.. . . ._ _ -� � . ,._.,_ . � �. ... .. . :._,,., � �CONT.MEi�L �
� P�ATE i1E1611T' � GUTIER
1�2"GWBIYP. -I -
_ � Fi��.,,�I, 3/4" .-4G OSB SUB-FLOOR GWf-D AND
- -���-�- N�ILED TO FLOOR TRUSSES,SPAQNG&-
n� See 2x6 Scrongbacks @ I O' INSTALLlaTION PER ENGINEERED PLI�N
Detad"6" oc maz to stiffen floor PROVIDED BY SUPPLIER.
SECOND FLOCR?I[IGFII"
� FiRSI FLOOR PLATE�IEIGYIT % \� _ ,_ � �_ � � -
_I 8"OPEN WEB FLOOR;
_ ___.,___ _ TRUSSES @ 2�F"oc
82 I/2"FIEADER � '
h1EIGFi1 IYP. �2'RIGID WSU��.. , TYPICAL EXTERIOR WALLS: VINYL
(ou�sidc)@ t'I'.ADERS '��SIDING OVER WEATFi`_R RESISTNE
_ MTE�210R WALLS:2x4 F1.F.#2 Sec BAKKIEK(per IKC R7O3.2),OVEk
- STUDS @ I 6"O.C.BEARING, Detail"S" 7/I 6"OSB 511EN 111�G,OVER 2x6
� 24"O.C.NON-PEAKING.
11.F.!t2 S1UD5 @ I 6"O.C.,WITI1
R-21 BA171NSUL4110V.
K-30 B�IIS
SUBFLOOR�1EIGYIT --3/4"14G OSB SU3-�LOOR GLU[D AND
_t .. r^.^ yr !�"c. ..Y rx NNIFD TO FIDO\TRUS)[5,.SP�CING t
E 8"MIN.GLR _.__ __ 4x10 BEAM � _ _ __ . � \ INSIALLAIION PFR FNGINYE�FD Pi_i\N
i i�i� '� . . .. T�i��i�� � , BY SUPPI_II'_R
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8"WIDE FOUNDATION WF�LC -6 MIL VAPC.��BnRRI[R SP I 2"UP EDGES.
�4BAR5.10RIZONiAL A1 I 2"O.C.
#4 BARS VER�ICAi_AT 48"O.C.
i 5°wi�e rouNOnnoN rooi iN�: g TYP. TWO STORY
z hoRizoNrn�nh gnRS. �LDING SECTION
3"ABOVE SOIL
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Vinyl sidmg over 7/I 6"OSB� weatfier
resistive barrier per IRC R703.2.
2x t1.F. #2 stud framing @ 16"o.c.
R-2 I insulation, typ. 511EAR CONNECTION:
S11EAR PANEL EG6E NAILING per shear wall schedule - I 6d Na�l, typ. (piate to r�m)
per Shear Wall Schedule
PANFL SPLICE: All panel edges to have. 3/4'osa�aG SugF�o��,c�weo a
minimum 2x backing for edge nailin9 ��� \ �Nni�tD
FILLER PANEL: I Od @ I 2"tYp, .. .. ., ,, ._.- ,. .- ,. ,
except:I Od @ 6"for SW4, SW5 _'- - TJI SPACED PER
ENGINEERED
#4 bar horizontal: ` PLAN IN FIELD
Loc. withm I 2" of top of wall �� � �
z
--- -�Pressure treated 2x sill
� FIN1511 GRADE •
� 5/8"x I 0" A.B. @ 72" o.c. (Or per shear wall
Rebar to be 6rade 60 �/i��/i����/i��/%/i��� � . schedule) not less than 7 bolt diameters� not
C9 j��//��'''`//��//��//��// .�,. ' more than I 2"from late end; 7"min. embedment
per IRC 404.I ?_.3.7.I - i��,�:,�i��i��i�� , p
in Seismic Desi n �i�/%'�/%�/%�/ :� of A.B.; use 3"x3"x I/4"galv. plate washer per IRC
9 ,��A��A ���\, •
Category D � ��i��y�� ��fi ��,, . . '� a �� 602.I I .I
��%�� "� �" ' � - - #4 VERTICAL Y100K 6AR:
������'���� ������������;�������������� 8" wall - 48" OC to tie into cont ftg bar
�i:i�;�:=�i!i��������� �'��!���i.
�.;�.,.�.
FOOTING DRAIN / 8°2 STORY
Nifi���,eN��i� _ 6 MIL. BLACK VISQUEEN, EXTEND TO
FOUNDATION WALL, LAP JOINTS I 2"
4"PVC SOLID:_ __ I 5'2 51 ORY
�oowNSPOUrs� -----(2) #4 BARS CONT.
��ETAIL FOUNDATION WALL
AT FRAME FLOOR
--3/4" OSB T&G SUBFLOOR,
GLUED & NAILED
- TJI SPACED PER
ENGINEERED PLAN IN FIEID
4x10 DF BEAM TYP.
f 16" 2x GUSSET
-
_ _ --. — . . -_
n
Q 1 STC TRUSS
�� 4x4 POST --�____ / CLIP Rebar to be Grade 60
�o y�-____ _ ����� � per I RC 404. 1.2.3.7.1
`°� � � ' ' m Seismic Design
`_`_' ' ' ' • •^ � Category D
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/�/�/�/�/�/�/�/:./ /�/�/�/�/�/�/�/�/�/ �/�/�/�
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� �����;//�/��/i�/�>i, NOTE:
24"STD PIER
6 MIL. BLACK VISQUEEN, � 30'aotNr�oAo aieR-� 1. USE (4) #4 REBAR(2)
EXTEND OVER PIER PAD, EACH WAY @ 24" PADS.
LAP JOINTS 12" 2. USE (5) #4 REBAR @
30" BEARING PADS.
�`��� BEAM TO PIER
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��`���z�}������ p FDN DETAIL
��,:��: ��`� � PAD DETAIL
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Rebar to be Grade 60
Rebar to be Grade 60 R-zl PER ENER�v_ per IRC 404.I .2.3.7.I
CALC'S
per IRC 404. I .2.3.7.I 1�2���.W.B. m Seismic Design
m Seismic Des�gn Category D
1/2"GWB,._----
Cate;�i���y D- GARAGE SIDE
----- TJI:INSTALL PER ENGINFERED
PLANS IN FIELD
EXTERIOR WALL PER PLAN RIM JOIST-- �
GARAGE ------
R-30 BATT INSULATION
5/8"x10"A.B.@ 72"O.C. - .. -_P�l'�'SSURE TREATED �
MAX.OR AS NOTED;W/ 2x S[LL PLATE � 5/8"x10"A.B.@
3"x3"xl/4"GALV.PLATE x �-
WASHERS F 72"OC MAX;OR
AS NOTED ��-�-
#4 BAR HORIZONTAL:* � PRESSURE TREATED SILL,
LOC.WITHIN 12"OF TOP OF WALL 3"x3"xl/4"GALV PLATE WASHERS
4"CONC.SLAB w/
4"SLOPE TO FRONT N #4 BAR HORIZONTAL:'
N J LOC.WITHIN 12"OF TOP
4"THICK CONC. , , � , , ' x U OF WALL
CONCRETE 8"ABOVE GRADE '� S�AB . ' ' � e� ��
i`i�i i i i io`i i i ' --- - ,-.-:------ �,i��itiy�i iJ���i����y��� a
��� ���� ��� � �
������������������ - -- . .. �i��i��i�%�!/�/U��i����i��i����i�i��i ° a
� �Tvl 4 PVC SOLID ��� _.. _. ...' .' _'� . ��Dr�ii.,�',UQ���.i�yi����i�i��i����� ¢
z ��' DOWNSPOUTS� �i����i�`�>��i������ . 6 M I L BLACK
� �������,��,�y���� — #4 VERT7CAL HOOKBAR: ��ii��i��� VISQUEEN: LAP
- u ������ S"WALL-48"OC '/���%��i�ii . -12"@ SEAMS
��✓i�i���i�ii�
� -J�Y�i�,Ti�V�� �4 VERTICAL HOOK BA.�'i��i�
- '�`' ,��'`�' ' �` - TO TIE INTO CONT.FTG � ��`
,�i�r�> �� . 8"WA!_L-48"O.C.����' � � .
8" Ni�,� . BAR �� � y• ' $.�
���� �° �,� ' • ' TO TIE WTO CONT.FfG.�� . . . •
-----'k �n`;�.T��i��i�ii�- :`i�`i�i,i� i i�, i,v i i i��i
.���)%��; �i������������������� ��������i�����i����i
'����1'�"2 STORY --(2j#A BARS � ,li�ii,�/i���.�..i���:i�0�'-
CONT. 8"2 STORY
FOOTING DRAIN_ _ 1S'2 STORY
W/FILTER MEDIA �
IFREQUIRED _15"2 STORY �����Z)#4 BARS CONT.
�FOUND. DETAIL FOUNDATIONWALL@ �FOUND. DETAIL GARAGE TO
��J CONCRETE SLAB �
HOUSE
nROOF FRAMING -
V
1"BAFRE FOR VENTILATION---- CF
� t�rN
COMPOSiTION ROOF � G!I
SHINGLES OVER 15#FELT, o �F
OVER 7/16"OSB SHEATHING <
_
ROOF SHEATHING TO �
PERIMETER BLOCK NAILING. �
8d COMMON @ 6"O.C.---- (R.-49) s�
INSULATION �,
2x VENTED—
WOOD BLKG. - HANDRAIL(TO BE
ENGINEERED ROOF �ON RIGHT SIDE
CONT.ALUM. TRUSSES @ 24"O.C. - ASCENDING)
GUTTER � � PFR PLAN `�
m
Ib°MIN. O
�TRE� �
- - H-1 CLIP @ EVFRY m
/ TRUSS
��'-�2��tYp� �� �
PRIMED WHITE-
WOOD TRIM —1/Y'GWB WITH - �
� VAPOR BARRIER �
(LOW-PERM PRIMIi:R) � 1/1/4"MAX.
(NOSING)
1/2"SHEETROCK WHEN I ��
--� TYPICAL EXTERIOR WALLS: VINYL:>IDING OVER OPEN BELOW STAIRS.-/ Profile of tread
to comply with
WEATHER RESISTIVE BARRIER(per IRC R703.2), tRC a3it.5.3.3 �
OVER 7/16"OSB SHEATHING,OVER 2x6 H.F.#2
STUDS @ 16"O.C.,WITH R-21 BAT-i�INSULATION. _
���fi�:�tt �� �STAIR & HANDRAIL DETAIL
� a�����r �
�4z,°�z� �. ��. PER: IRC 311.7
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NOTE:HOLD NON-P.T. TOENAIL w/2-8d COMMON
MATERIAL UP F'r:OM CONCRETE
NAILS,(16"O.C.) �
4"&HOLD WHITE WOOD TRIM
APPROX 4"UP fROM CONCRETE Zx BL CKING
ENGINEERED MONO-TRU55 —
PC44 POST TO ��ie��o.s.s. - � ��
BEAM TYP.
Sd @ 6"O.C.
-- ��1 x4 WHITEW001_�
- -- - DGER w/2-16d
NAILS INTO STUDS OR�-
RIM @ 16"oc.
JO[ST
RAP 4x4 ITFi
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,II
W
W
SIMPSON LU-24 HANGER,typ. �
U
5 4x6 HITE OD 0
N
/ W W
FRONT AND BACK AND zxe�oc irvc
W 16d
,I�II, /
�X4 ON SIDES TOENAILED
OR
RAP 4x6 ITH
W W
I� � �' ' 5/4x8 WHITEWOOD ON
FRONT AND BACK AND - -——- p`r p�an- —— - - -
1 x4 ON SIDES
5/4x6 WHITEWOOD
: I �I, f
ABA44 4x4 POST
. . : . BasE (aea46 4x6) � pORCH TO HOUSE WALL CONNECTION
� • n,.r.s. pptional Covered Porch per Plan
` STD PORCH POST DETAIL
L N.T.S.
�DRYWALL FIREPLACE DETAIL
1 (OPTIONAL) y`1��
�-GYPSUM WALLBOARD
OVER 7/16"OSB ON 2x4
FRAMED SHELF @ 51"
ABOVE SUB-FLOOR
ro
\
m
.. __. . ____--__ .._._ . .
�2x4 F[REPLACE WALL �
��� � FRAMING TYP. _ ..36-I/?'----___. .
�„ �' R.O. W�dth
�12x12 TILE SURROUND
� — i —I
� i --- —S_���
, I � �� - Length of face wall
�, �,, ��CENTERFIREPLACE '
� IN 45°2x4 WALL
—
�����:,�;.��-{ ��.'�- -ROUGH OPENING FOR F.P.36-1/2"wide
�„ y�;�,y j�,� � x 36-3/4"high(VERIFY MFR.R.O.)
_ ti �1 "» �"_�p` _
� r�, ;,�r' �� v�`�,
�,., .�� ����.
'�� ' �.
�` "��E:,; :�� ��,�,� TNE PEOPLES BUILDER
{� � �� ` �Y � D6
`��.;.�..�.: ��'` L.L.C.
'��r(z����,�'�..
I I 25 57iFi.�1�.E. S�ntc D
� SumnPr,WA yfi0".; =.cn r: I/g��=I�.0�� pn���`�.
�
�'"� �''� 2x FLAT T�B
CONNECT FLOOR-- ,��.�' '�.��
ShEAThING TO BLK ; � ��
w/ I Od@6" O.C. ;• •�
,►
�— ,
; ' �2x BLOCKING ATTACII TO
���� � /�� St1EAR WALL PER SCIIEDULE
; , �
i ,.� \ � - i
WEB TRUSSES�-�f �
PER PLAN � �� � � �
. .
_.
. --
. .
---
'• —: --TOP PLATE
�v i
7/ I 6" OSB, CO N N ECT - (��. � � .��
TO 2x BLOCKS PER �, '� "' "�� `� ` ����- INT. SNEAR WALL
St1EAR WALL SCf1EDULE ' :� PER SChEDULE
t
, . . . - . . . .
\ �
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�
�
;
� �
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�
. >- . . . . n . . . . ,x .
a
WEB TRUSSES-- - � TOP PLATE
PER PLAN I NT. St1EAR WALL-
�.
- PER SCNEDULE
M SHEAR TRANSFER BLOCKING
@ INT. SHEAR WALLS N.T.s.
�������� ��
� ��:��t� �:
-� ic< .'.- a`�`"�`,�,7`
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�n r
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,� �
� �` � � ,��,-�� Tf1E PEOPLES BUILDER
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_�,��� , ��A,�.:�'.:.;-;:.�` L.L.C.
��t�;�����,
i i 2s s�rri�r r. s�,�e<.o
..- Sumncr,V✓�98093 5rn'.e�N;A on���
DO NOT INSTALL CEILING
DRYWALL FASTENERS CLOSER
TI1AN I 6"TO WALLS
--- � -�--
--r� �—
--=_-�__- �--_
TRUSSES "='�-J — _ ---..s=-�--
I�--�i 6" -�I 6"�
FASTENERS O ASTENERS
\
25 GAUGE I.5"xl.5"
24"O.C.- L-METAL CONTINUOUS
"FLOATING"CEILING PANEL EDGES
WILL ALLOW TKU55 MWEMEIJT
PASTENERS N� FASTENERS w/oUl DRVwnLL CruCKiNG.
FASTENERS
CEILIN6 PANEL
� SUPPORTED BY WALL
PANEL(MAY BE
FASTENED TO WALL
CAP) S I M PSON
STC CLIP
------------ ___
— __ —�P<�1��--- --
—,�--- — -_-
OTypical Drywall Ceiling Detail:
Best Practice Method for Avoiding
Ceiling Damage due to Truss Uplift FaSTeNERS -FasTeNeRs
25 GAUGE I.5"x I.5"
L-METAL CONTINUOUS
� 2x6 Upper Wall studs @
Web Truss Deta�l: ��` / ���� o�
� Second Floor I 8"Trusses i`
(3ottom Plate Connection �-`� �— 7/I 6" OSB sheathing, nail
per Shear Wall Schedule t�
�� to studs and edges per
� ,�` shear schedule
i,,
3/4"T�6 Subfloor j<� -+-- Sheathing sphce
� 2x4 Continuous Ribbon Block,
,� �� ` ��� inset mto Floor Truss w/ {3) I Od
_ �-� �� .
j .� �'� � Nails in face at each truss, typ.
� � �
� �� _,
- ��� �--7/I 6" OSB sheathmg attached
!�" 2x6 Stron backs��'�
� j~ 9 ; � to upper bottom plate, lower
/ @ I O' oc, top plate, vertical truss ends, �
� OPTIONAL ribbon blocking
�
� Sheathing sphce
Tcp plate connection per � ��
shear wall schedule � �—_ 7/I 6" OSB sheathing, nail
�
'�� to studs and edges per
��,�{� -�� shear schedule
4����'��,��}�k�'��� 2x6 Main Floor Stud Wall @ �� }
��.�,�"�� ;.. f��, � I 6" OC, typ ����
.� «� �r r
4,, , " rJ�
�" ;ra'
, �'� ,�,�, �
k,te _..A;'. f�5
�� f�f �,n,�'�;.� ThE PEOPLES BUILDER
'�`'3�c���;����" L.L.C. D�
� � i i 25 S��ri s�.e. s�����:o
Surnner_Ni�980°3 scn�e-;/8"=I'-0" om°�.
Dimensions: Archway at Livi ng Room
9-1/2" at top-center
18�� at springlines-sides (Optional: Applicable only if shown on floor plan)
, , � ; %
T � �;� � ,
���� -- '� Open
�
��
�
�
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,
,
�;' � �; 1/2 wall @ 40"
,
,
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' - — - -- -32���,
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�ARCHWAY DETAIL
U
7/16" OSB Skin, ripped
2 x 8 Centered to approx. 7-1/2"
on Post (Nail to 2x8's @ 12"oc)
� 2 x 4 studding o�,
@ 16"oc� �
Q
��
7/16" OSB Skin�
I ���rox.
*- 7-I/2'
4 x 4 Bearing
centerpost T ARCHWAY SECTION
THE PEOPLES BUILDER
L.L.C. D 9
i i 2s s��rri s�.e. s���e�:o
';untner.W!`.9f5093 SCn',e.. I/g"—!'-O�' UAi:'-,
NOTE: PLAN F1AS BEEN DESIGNED TO ALLOW FOR
A MAXIMUM PONYWALL NEIGt1T OF 8' WITN (NO
OPENINGS). PONY WALLS OVER 8' REQUIRE
ADDITIONAL ENGINEERING.
WIIERE FOOTING SECTION "A" IS MORE Tt1AN 8'.
- PROVIDE I 6 GA. METAL TIE I.5x4 FOOT
MIN.EACf1 SIDE OF SPLICE W/I 6d COMMON
NAILS.
PROVIDE MST60 BETWEEN PONY
WALL ABOVE Wf1EN FOUNDATION
f10LDOWN SPECIFIED.
2' T. Mfn. /
%
E: /'
_—_
zx siu Pure R�w�o�sT / (a)�x rurE �'ONY WALL FRAMING ANf�
_ o,_— ,a o.,.,
f _ _ _ : :
�
-%"� SFIEAR NAILING TO MATCti WALL
-�---- � I �I / FRAMING ABOVE.
� �, ��' �__ �
j /'�/, � �� ��a ° , ;' � — - t10LDOWN SPECIFIED
���%/��j��% -'��% � �__,� � — -- PER PLAN.
�
��/��/j�%���' � _ � � � — ---
� � � � �m
4'-O" MAX. BACKFILL ���j��/�//�//�i":>j/ // d , �
W/O ADD ITION AL �AA��A��A��A��A';;�A��A �� � ° � ,� �
// // // // ,��// //
D ES 16N. ����V�jj\V��\�V��V�\ \ \ \ \ \ \/\ \/�`
�j/��j�\/��A/��A/��A/��A/��A/��A/��A//�A/��A/��j��
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\i;'�//�//�/,A/�A��A//�//�//�/�/%�
\.��j��A.� �
� STEP FOOTING DETAIL
SCALE: 1/2 = 1 -0
������€ �,�
���.����€� ���
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h�: �� �� �
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L.L.C. D I O
I 1 25 ST�Fi Sl.E Swte D
Surr.ner,lr✓/�9fi09� .., ..: !/t3��=I��O�� DN:-��
E'G
Depth of Fr c;nt Porch
(varies p�.t°plan)
Ne���astrol flashing
(or equal)to protect wood frammg
-- Lap 6° above, below, and sides
,'______ __. . _ ______ _______________________ Top of threshold = (I-I/2"above OSB subfloor)
Top of door � Top of porch/patio: Set @ 5-I/?_"above foundation stemwall
threshold is 9 5 r�i _ "
- - - for maximum 7-3/4" riser measured from top of threshold.
I 3-I/4"above � - I I"Ste t max 73/4"riser)
the stemwall ' � 1 � p� yp� �
� -- -
' � ' COMPACTED FILL \ -- _T --- 7_ ___
-- � —L- — _ _
T y{��Ga I i C"�n t ` Thickened edc�e to support posts/beams/roof per plan
r
Porch Detail
�PORCh1 / FLATWORK DETAIL
� �n ings ou si e e en ry door and rear sliding door to be one step down
�I1.t.S.� from tcp of threshold. Typical height of porch to be 5-I/2"above the
roncrete stemwzll. Nervastrol flashing must be mstalled pnor to settinq the
forms for flatwork, with 6"minimum overizps on each side, top, and bottom.
3'-2" -
Depth of
typical rear
porch landing
Nervastrol flashmg
(or e�ual) to protect wood framing
� Lap 6"above, below, and sides
_ �op of threshoid = (I-I/2"above OSB subfloor)
To of door —
p �5 �ii Top of porch/patio: Set @ 5-I/2"above foundation stemwall for
threshold is _ � maximum 7-3/4" riser measured from top cf threshold.
I 3-I/4"above T �� - :� -- - ----I I"Step (max 7-3/4"riser)
. --
the stemwall = — -------------__
�MPACTrD FILL
1 � _ - --
Typ�ca I I�ea r
Porch Deta i I
TNE PEOPLES BUILDER
L.L.C. D I I
I I?_5 57Th1 51.E Suite D
Su�nner,W/�98093 _�,;:n_e� I/8"=!'O" oni_:
R 2 I PER ENERGY-- –
CALCS
�/2"G.W.B.
5/g"IYPE X GWB,____
GARAGE SIDE
TJI: INSTALL PER ENGINEERED
PLANS IN FIELD
RIM JOIST�
�
_ ____ ___ _ \
�
� R 30 BATT INSULATION
t
F 5/6"x I O"A.B.@ –
N 77"OC MAX; OR ��
PER Sh1EAR DETAIL � PRESSURE TREATED SILL,
� 3"x3"x I/4"GALV PIAI E WA511ER5
4"Cpl�C. �LAB>. ,za�as R�bar�iowei
' . #4 BAR HORIZONTAL:'
��i�i�i��i�������i����i�iT�;T�ii��i� • LOC. W ITY1 I N I 2"O F TOP
i/\///\//\\//\\//\\///\�j/\//\///\//\//\\//\\/\/\/\\/\//\/j> O�WALL
:%������%��%��%��%������%�������������%������j%��%��!���o
i������i���i���i��✓������i���������i������i��,i�i���i���i�," N .• Por Gz ra g e s te mwa I Is s tacked
%�i�ii�ii�/i��i�ii��/i��i���i�%ii�!i'�i���/iu • N � hi her than 24" but less than 48"
�i���i������i����i�������i����iv���i���%� X Q o f ba ckfi I I: Provide 24"#3 Reba r
i��i��i��i�i���i���i�i��i��i�/i��i��i��i��i; O v
��������������y����������������������;;��������� �2 dowel s i n to ga rz g e s la b@ 24"oc.
��i������������>>���%�n�%��%�����%��i�%�������� • ��
���;������������������������������;��0�����0� s
�i����!O����ii�!;�Q���,���i���i���ii ' 6 M I L. BtAC K
���� %%�'!%���i�� VISQUEEN: LAP
�������; o —I 2" SEnMS
#4 I/ERTICAL YlOOK BAr�c�i0����� �
8"WALL-48"O.C.��;��U���" ° .
���.✓�i
6"WALL-48"O.C.�;�i���� . � •. �� 7" 2 story
ro rie iNro coNT. Fr�.�€kk��� '`�. . • ° Rebar to be Grade 60
�''�i��� i���°�i� i� �i��i�i��i�i�i�i�i�i�i�i�i�i
�.��%��� v ���������� v��vo����vv�����,��,��,o���,�;�iv����° per I RC 404. I .2.3.7. I
�%,�✓�i�i��i i����i� � � �i����i����i���i���i���i���i�i�.i,i�✓n/
��'z�����i ����� ����������� �����.����i.�,��,�,�lir%'
���:��%,�;.�<;���� .'��'� in Seismic Design
�°�f� story � Category D
I 5"if 2 story —(2)#4 E3ARS CONT.
6°stemwall5
I 2"footmgs
for I story
�T FOUND. DETAIL GARAGE TO
(n.t.s.) HOUSE
TALL GA�AGE STEMWALLS
��,������ �,� (Optional per Site Conditions)
�� � ������ <�.�
��
����� �� v�'�,�
,.� � �,�
� � ,, T�
�% "� a�
�: c�
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�,� ��,��;4}tl��:'��� TNE PEOPLES BUILDER
�°��,t���,;�>��'" L.L.C. D I 2
�� I I 25 571F1 SL F. Suite D
�urnncr,WA.`j8093 ..,n:i_. i rg��=I,_��� onis�
Place Roof ven[s on lower
portion of roof at 3'-0"away
from end of overhang
Overhanys[c be One-HOUr .__. �
Rated as req'd due to offse[ � //��
2 Layers 7ype"X'---- � �
Gyp.Sheathing,
Property finish per Archi[ect "
Line �
� .........................................
�
�
� -
�
� One Hour Rated Where < 5'-0" — - e'ryPe°x••
—_ ._. --- _—_..______ � '� GYPSUm
I '
� e"Type"X"Gypsum Sheathing as � solid aim�oise
� required over qF"OSB sheathing. \�----�.._� . - ---o'ryPe^x^cypsum
� Nail the Gyp Sheathing per � sheachinq ac�oise
I Gypsum Assoc.file#WP 8105 � ���F��� ca�iry
� ��
� except increase nail length to - ------------��-��--- -
� 2-1/2"
11-7/8" I-Joists, typ.
� Sheathing Splice
i __-__� .______ .. _.. . __..
�- - .........�.�����i.�.����.�,....���
� Exterior Finish not shown for dan[y \\\
� � iy----- A"Type"X"Gypsum
I - �
Moisrure Rarrier over - j�
� Gypsum Sheathing �� ---_ .-- Zx6 5[uds at 16'OC,typical
� � // --- � Interior Nailin er G
eottom Plate Nailing --- " j 9 P YPSUm Assoc.
� perS.W.Schedule �/ File#WP-8105orequivalen[
- Solid Rim]ois[
II Sheathing Edges and Field per - a"Type"X'Gypsum
Shear WaII Schedule: (6" �, °� sheathing at]ois[Cavity
� Edges,12"field U.N.D.) �� �
I
I Rim]oist Toe-Nailing per�. ..__
Nailing Sched�ile ���_ 9-l�Z�� 1-JOIStS� tYp.
6�FILE kWP81 OS specs,osi�q: ` � �� - �
6yp Wallboard -
Gyp Sheathing
Wood Studs NOTE:No openings or penetrations
Exterior Side:One layer 48"wide •
s„ --- �_-_-- are allowed when property offset is
e TYPe"X"gypsum sheathing .
appiied parallel(vertiral)to 2x4 �- -- �--� less than 3'-0". If offset is less than
wood smds wim i-s/a°qaiv. --�� --__ _ ____ 5',openings shall comply with IRC
roofing nails,4"o.c Ca�vertical _-.. _ - R302.1 and penetratlOns shdll
joints and 7"o.c.at intermedia[e - _ - i��- - - I mmply wlth IRC R317.3
studs and top&bottom plates. L
]omts of gypsum may be lek � - —
untreated.Extenor dadding to be - - ----
attached[hru studs. -- . •
Interor S�de: One layer e"rype ��— -- ._.
'X'gypsumwaliboard,water - - � - � -� �- � -- -I I I_—
ress[ant gypsum backing board... - - -
.____ ___ ___ ...__ .
applied parallel or a[right anyles _ _ _ _ __ _
to studs wi[h 6d coa[ed nails, -_ _ _ - _ - _
1-7/8"long,0.0915 shank, a" � � � � � � ������ � � � �
heads,@ 7"o.c.
Exter�or One-tlour f�ated Wall Section
(Eave Overhang Detail)
OFIRE-RESISTIVE DETAILS:
At Property Lines/ Setbacks where
wall is less than 5-ft from the
property line
Tt1E PEOPLES BUILDER
L.L.C. D I �
I I 25 57TI1 ST.F. Sud:e D
Suniner,W!1`�F�0:�3 SCn_c I�g��=��_O�� DnT_.
-..--.-............. .. .... .... - Mfg Trusses @ 24"O.C.
__.-_.._._. ...
Mazimum Outlooker sGaur g--. .� �""'
24"O.C. � _ _- _._ s.TVPe.,X..
Gypsum
(2)Layers Type X'Gyp— - 16d nailing @ 6"O.C.
Sheathing = Flat ix4 bracing @i 48"
�-� ' f or per truss mfg spec
- ________-_.-_-___
ProPerty . ;___ _______ _._ . .
Line Sheath Gable End wi[h O58 and -�---/ -
attach a[edges with Bd @ 6"O.G ` """"' '."""""'.'....""
� typical. Sheath both sldes of gable -
I [russ with g"Type'X"Gypsum
� Sheathing - __
I ___
One Hour Rated Where < 5'-0" � — — „°rYPe°x••
...__. ._ .. . ._ � �% GYPSUm
� ��
� e"Type"X"Gypsum Sheathing as ° �- ----- solie Rim�oist
- �
� required over�'-�"OSB sheathing. -�-���----,_.��- s ----a"TvPe"x°cyPSUm
I Nail the Gyp Sheathing per � sheath�ng ac 7oist
Gypsum Assoc.file#WP 8105 - £F�F£FFFFFrr£FF, ca��ty
= F� rFr r �F�
� excep[increase nail length to ; -
� 2-1�2 ' 11-7/8" I-Joists, typ.
� Sheathing Splice -----_,_ ,
�\ ,
I _
. .,,
� Exterior Finish not shown for dari[y � �-
i _ � �_-___.-a..7YPe.x..GVPSUm
Mois[ureBarrierover �'/
� ��� -� � 2x6 Studs at 16"OC,typical
Gypsum Sheathing �-"- _% �
� ' interior Nailing per Gypsum Assoc.
eottom Plate Nailing - � %
� per S.W.Schedule j� Pile#WP-S105 or equivalent
� � ---- Solid Rim Joist:
� Sheathing Edges and Field - �� I --, q"Type"X"Gypsum
i per Shear Wall Schedule: ��\ �� �shea[hing at Joist Caviry
(6"Edges,12"field U.N.O.j
I
I Rim 7oist Toe-Nailinq per
Na�r�9 s�ned�ie �-_ 9-1/2" I-JOiStS, typ.
,, � _ _
NOTE: No openings or penetrations
— -- are allowed when property offset is
- __
� `r��� __ less than 3'-0". If offset is less than
� 5',openings shall comply with IRC
�� � R302.1 and penetrations shall
— comply with IRC R317.3
--- -. -..�. �..(� _
—_
----
__ .
----
._ I --� I � _.-I � I_) I--
I I I I ����'-_. -I I I— I I-,-- I I I�;� ,I I I,_._ .I I I
Exterior One-hour Rated Wall 5ection
(Gable End detail)
0o FIRE-RESISTIVE DETAILS:
At Property Lines/Setbacks where
wall is less than 5-ft from the
property line
TNE PEOPLES BUILDER
L.L.C. D I 4.
I I?5 57l FI Sl.E. Suite D
��inner.Jl�.98093 5a1'.e: I/P,'=1'0" cn�,-,
When a gable side has roof overhangs extencing (Gabl e End detail)
less than 5 ft but more than 2 ft from the 7/16"OSB Roof Shea[hinq
_..�._..__._ ...�_�_....�� _. MfrTrusses
property Ime, one-hour rated construct,on i ; Max;m„m o�uooke�sPa���9____ @ z4"°.c
not reo�uired if there are no gable vents mecst g Z4��°��
2009 IRC Table R302. I , Footnote "b". No�aeie�e„�s auowea — i�d na�i��9 c�e^o.c.
Fla[lx4 bracing @ 4H"
.� or per truss mfg spec
Sheath Ga61e End with OSB and ��� -
. ___ ___________ ______
attach at edges wi[h 8d @ 6"O.C.
typical. � '�""a"
Exterior Finish
not shown for ,_--
cl a ri ty Place Roof ven[s on lower
portion of roof a[3'-0"away
from end of overhang �
��
Solid ebcks i�� / When an eave or roof overhang extends less t:han
No ve�rs� j'� %� 5 ft but more than 2 ft from the property Ime,
P'oPefry one hour rated construction is not required if
Line �
im:���r�m��mu..mrr���
i i' there are no eave vents and there is solid blocking
i meeting 200J IRC Table R30?_.I., Footnote "a"
i --
i ---
�{,ontli[ion when wall is 5'-0"or grea[er but overhangs are less man 5'-0' � 1/2'Gypsum,
- -- ,-� rypical
� �i Oii �-
I m I n. ---Solid Rim]oist(I-]oists) �
I
I
I "Fj'�""�
i - -
i — 11-7/8" I-Joists or
j sheathing splice --- --�� 18�� Web Trusses
�-
I �
_ _ ....................
I -
I � UY� Gvnsum,rynical
I - �'
� Mols[ure earrlerover ---�� - " ��
! O58 shea[hing � �� - --- Zz6 Studs at 16'OC,typical
._\.__._.._._ �� ,,_,�;
� Bottom Plate Nailing --�- ��—
II per S.W.Schedule \
- Solid Rim]oist
I Sheathing Edyes and Field per --- �
i Shear wail Schedu�e: (6" �\ .
. Edges,12"feld U.N.O.) -
I �� .
I Rim Joist Toe-Nailing per — ���n
Nailing5chedule �-._ �� 9-1/2" I-Joists, typ.
— _
� ___
NOTE: No openings or penetrations
-° are allowed when property offset is
� . less than 3'-0". If offset is less than
__—� .
������__ � � S,openings shall comply with IRC
�� � ---�-- �� , �� � R302.1 and penetrations shall
__—- - _ --_-�...� • comply with IRC R3173
- ---- --- �1:_• . _ �- —
- - I 1= =1 I 1--1 �I I 1 --
-- --- -- - - - - O FIRE-RESISTIVE DETAILS
Exter�or Wall Sect�on :
Walls at 5-ft or more;
Eaves Pro�ecting into the 5-ft Setback
TNE PEOPLES BUILDER
L.L.C. � � 5
I I 2 i 57Th1 ST.F. Suite D
Sumr�er.V✓A 98093 _G�_I.�. I/fj'�-��_�.� Dn;=.
DC.)BLE 2x6 TOP Intermediate Framm Details
Pl�' TE (AT EXT. WALL) g
(WSEC Builders Field Guide, 8th Edition, 2009
2xE; CORNER STUDS
(iN'O STUD CORNER)
DR'rWALL CLIP
2xF� BOTTOM
PLArE DOUBLE 2x6 TOP
TWO STUD PLATE (A- EXT. WALL)
CORNER
PREFERRED OPTION
2x6 CORNER STUDS
Optional Details Allowing Easy �ThREE sru� coRNER�
Placement of Insulation
2X6 BoT roM
PLATE
OPTIONAL
MODIFIED CORNER
FIAT 2x4 6LOCKING
2x6 STUDS @
Exr. wa��s �FRAMING DETAILS
��
2x4 FRAMING AT �n.t.S.�
WT. PARTITIONS
header Details
LADDER BLOCKED INTERSECTION AT 4x 11EADER IN 6x WALL
INTERIOR/EXTERIOR WALL DOUBLE 2x6
INTERSECTIONS RIGID TOP PLF�TE
I NSULATION'
�
FLAT STUD INTERSECTION � �
f'.
DOUBLt 2x6 �l �
roP Pv�re —4x t1EADER
(AT FXT.WALL)
—2x NAILER
(IF NEEDED)
ONE STUD INTE�SECTION:
2x6 STUD(�LLOWS PREFERRED OPTION
4"OF INSULATION NOT[:ACTUAL 11EADER SIZES TO BE
B�TVJEEN STUD 8 CALCUL.ATED FROM LOADING CONDITIONS.
SYIEATIIING)
'RIGID INSULATED FIEADERS(R-10)RE�UIRED
2x6 FXL �. FOR INTFRMEDIATE AND ADVANCED F�F'.AMING
W�LL Si UDS
2x4 FRAMIN;AT DRYN/AI I_
INT.P�RTITIOVS CLIP
Tt1E PEOPLES BUILDER
L.L.C. D I 6
I I 75 57TF1 ST.E. Swle D
Sumner.WA 98093 ,c.a_t-!/6"=;�O�� Qn�.,=:
.
Mono-�our
�oundat� on
Use steel straps at top of
footing forms
� Form cleat
I-I/8" Laminate ��Rap-I-Form" Mono-pour strap
form panel Place at all panel ends, and
° • 24" oc max for 24" high walis
� <
Form cieat: , a.° • I 6" oc max for up to 48" high walls
8"for ?_-srory
6"for I-story `�
a ", 2x8 footina� form:
8d duplex nail, thru strap 9a'". I 5" wide for 2-story
to form board � f I 2" wide for I-story
Metal #4 Rebar 60 qrade:
_ '4 .am �' :e� "" '
_ ,
stakes • ° (I) in footing
' . (I) in ste.mwall
T l -