2279 Standard Details • y
i
COMPOSITION 5111NGLE5 OVER I 51t
FE!T OVER 7/I 6"C55 SYIEATIIING.� MANUFACTURED STANDARD TRUSSES @ 24"O.C.
�PER ROOr FRAMING PLAN.TRUSSES TO BE
DESIGN�D BY WASH. STATE APPROVED TRUSS MFG.
H-1 CLIPS @ ALL TRUSS-TO-PLATE LOCATIONS
R-4°BLOWN
IhSULA`IOh AT ATTIC
GIRD°R TRU55
ATf IC
CONT.M�iAL—I
GUTTER � O
�A�1
82 I/2"t1EAD[R 6'xB'x !"TtiY�. hiVAC PLATFORNi;
I----------
y°IGI1T 11'P. FURR U?TRU55`5 I 2"TO `-!/2"GWB 11'°.�
ACCOMODATE R-38 INSULATION
- 2"RIGID INSUL INTERIOR WALLS'.2x4�1.F.k2 GARAGE
(outsdei @ h�ADEiZS STUDS 16"O.C.BEARING.
�j 3/4"T€G OSB SU3-FLOOR GLUED AND C°
I NAILED TO TJI FLOOR JO15T5:SPAQNG#� 24"O.C.NON-9"cARWG.
IS�ALLATION PER�NGIIvE�RE�PLAIJ
PROVID�D 3Y SJ:°PLIER. �
I SUBFi�E��h i
� ' 4x10 BEAM ' �
� g„MIN.CLR.-� ._ ... . ��\i��\i\��iu��i\ ..ui
, �<�^�h�^�����y� • . . , �n%�n���%�;�. �n�,
� ������������O,. ;_ �. �i�i�������i���i�i
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N �!������;��\:������������:���?������,.��<��.�!����T���<����Q���:���r�u���!���:���5����:��C�;�l:�v�(��;�:��.����.�.������������ .�..��..�.. ,
r 6 MIL VAPOR 3ARRIEP,LAP I 2"UP EDG�S. R-30 BATTS� TYPICAL EXT�KIOR WALLS� VINY�SIDING OV"[R�
// E"WIDE FOUNDATION WALL: VJEATt1ER R"cSI57N[BARtZI"cR(per IRC fZ703.2;,
'— #43AR,`fORIZONTAL WI7F11N I 2"OF TOP OF OV�R 7/16"OSB Sy[A7Y11NG,OVER 2x6 F1.F.#2
� CONC. STUDS @ I 6"O.C.,WITti R-21 BATT INSULATIpN.
� �4 BARS VERTIGAL Ai 48"O.C.
I 2"WIDE FOUNDATION FOOTING: �+
2 Y10�IZONTAL#4 BAPS. � ��
3"ABOVE SOIL ��� � �
TYP. SINGLE STORY
A BUILDING SECTION (n.t.s.)
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The Peoples 3u�ider LLC STANDARD D�TAfLS D�
I I 25 57th St E, #D AND SFCTIONS
Sumner, V��A 98C93 I I
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Vinyl s�dm� over 7/�6"C�B � v.�eath=r
resistive barr�er ner IP�C PJ03.2.
2x t1.F. �2 swd traming @ I 6"o.c.
R-2 1 insuia�ior., �yp. SHEAR CONNECTIOh:
I 6�Nail. iyn. (p�aie to rim)
5!1�AK°AN�L=DGE NAILING per shear wali schedule per Shear Wall Schedule
�AN°L SPLICE: All panel edges to have /-3�4"os��e�susF_ooP.��ue�s
, � uAi�e�
minimum 2x bac'Kino, ior edge railing /
�
PILL�K PAN�L: i Od @ I 2"typ, TJI SPAGED P�R
except:I Od @ 6" for SW4, SW5 ; ENGINEERED
#4 ba~ hor¢ontaL ' � PLAN IN FI=LD
Loc. within I 2" of ton of wall %
�`�Pressure treated 2x sill
� ! FIN:511 GR?.DE � I 5/g"x I 0" A.B. @ 72" o.c. (Or per shear wall
� '
—� � j//\,��\���\,��\���\/��\� : schedule) no� less than 7 bolt diameters� not
Rebar to be Grade 60 � ������������j��j�� more than I 2"from plate end; 7" min. embedment
er IRC 404. I .2.3.7.I - �i���i���i���i���i��ii�! .• � ;
f' J�����/�i�/ of A.B.; use 3"x3"x I/4" galv. p ate washer per IRC
m Seismic Des�gn I �/���/��/���/�������
� ���,� 602.I I . I
Category D �o�%��/��%��/,� � � '-.
s
�/�/�/� � , • ' #4 VERTICAL!100K BAR:
i���j��j`Z��%/�%\%��%����\��/��%/��%\// 8" wall - 48" OC �o iie into cont ftg bar
�i��/\��//� �/ .�/ / / �i�//\\//.
6"Stemwall
�OOnNGV,eam� one Sc�y 6 MIL. BLAGK VfSQUEEN, EXTENG TO
wi-�treRn�eaia FOUNDATION WALL, LA?JOINTS I 2"
4"Pl/CSOLID: � 12"foaiing
�oown�s°ours�� o��sLOry (2) #4 BARS CONT.
� FDN DETAIL FOUNDATION W,4LL
AT FRAME FL OOR
�3/4" OSB T&G SUBFLOOR,
������� . � GLUED & NAILED
g� '3 —TJI SPACED PER
°• �+'�`�`r`'�� ��' �
��`���� '" � r����� � ENGINEERED PLAN IN FIELD
� ' �.S, � � `�" � �—4x10 DF BEAM TYP.
r�� � � /
�` , ��� �� ��cr � ` 16" Zx GUSSET
��
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�''��.�.�zc R� i.�'•,• .�.*.
��`�T S f�;'rr-�r'. � I
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a • 1 STC TRUSS
p� 4x4 POST -�, 4 • i�� CLIP
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p i• . . . . . , .° . a
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�/��/��/��/��/�\�//��/��/��� ��/��/��/��/��/��/��//\�/��/�� �/�\�/�\�/��/�
\,�\.��i\\�>\,• \,\��\�\//i\//;�//��/i��/%�'� N OTE:
� I�� 2a"STD PIER 1. USE (4) #4 REBAR(2)
6 MIL. BLACK VISQUEEN, 30"POINT LOAD PIER
EXTEND OVER PIER PAD, EACH WAY @ 24" PADS.
LAP JOINTS 12" Z. USE (5) �4 REBAR @
30" BEARING PADS.
p FDN DETAIL BEAM TO PIER
PAD DETAIL
ThP Peoples Builder LLC ST,ANDARC DETAILS ��
i i 2� 57..h S� �; �� AND SECTIONS
Sumner, WA 980�3 �
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Rebar to b°Grade 60
R-Zl PEP.ENERGY I n°" IRC 404.I .2.3.7.I
Rebar co be Grade 6O CALC'S-\\ m Seismic Design
pe- IP.0 404.I.2.3.7.I 1/z"�.w.e. �
m Seismic Design Catego.ry D
1/2"GW6,�
Category D GARAGE SIDE �
T]I:INSTALL PER ENGINEERED
PLANS IN FIELD
RIM JOIST i 7
EXTERIOR WALL PER PLAN I j
II GARAGE !
R-30 BATiINSULATION
5/8"x10"A.B.@ 72"�•�• PRESSURE TREATED � ��J��
MAX.OR AS NOTED;W/ j�—2x SILL PLATE = 5/8"x10"A.B.@
3"x3"x1/4"GALV.PLATE— ° 72"OC MAX;OR I
WASHERS AS NOTED -1 ' —� PRESSURE TREATED SILL,
�
#4 BAR HORiZONTAL:* / N I � 3"x3"xl/4"GALV PLATE WASHERS
•
LOG WITHIN 12"OF TOP OF WALL 4"CONC.SLAB w/ � �q BAR HORIZONTAL:*
4"SLOPE TO FRONT r`�v�'�� LOC.WITHIN 12"OF TOP
4"THICK CONC. . ; � ,� , , . � xiu OF WALL
CONCRETE 8"ABOVE GRADE . SLAB ,�����i����ii�ii��i��i�i��i�/�i�ii�G��i� a��
. . .. . . %i�Ni��iT��i`yi`yiJii��i�J�y��i�i��y���i���iT� a��
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. �� 6
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� ��<- 4 PVC SOLID � . Y�����i�„�.�;n��i��l�,� '
z ;(DOWNSPOUTS)���. �° ���Y���� � VISQUEEN: LAP
� ������^�^�^�����% #4 VERTICAL HOOK BAR: ������>� I —12"@ SEAMS
ti������������ 8"WALL-48"OC #4 VERTICAL HOOK BA��,G�' � �` I
`� ����' ��� ' • TO TIE INTO CONT.FfG � ' �
�y 8"WALL-48"O.C.�?��Y� �. . s� • � $�� �
� 8�� Tyi?%� �� -' ' BAR ���% .!" • °•
• � TO TIE INTO CONT.FTG.$1\�a. � f
����� ��° � . ' `�/i��/i��
��!%��T�������^��;.����i��!i�����
'�'- ''''i��T�n���?� ,i..,.i��T �'i �;niY�
� ������i���i8"25TORY (2)#4 BARS '���sJ�'�`.. �;a�'•
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I CONT. 8"2 STORY �
FOOTING ORAIN� 15"2 STORY �
W/FILTER MEDIA � 15"2 STORY (2)�4 BARS CONT.
IF REQUIRED ' '
,I E FOUND. DETAIL FOUNDATIONWALL@ FOUND. DETAIL GARAGE TO
CONCRETE SLAB F HOUSE
_ �STAIR & HANDRAIL DETAIL '
PER: IRC 311.7
� 1"BAFFLE FOR VENTILATION I C�r
� <r�
o �
. COMPOSITION ROOF O 4'1'F
SHINGLES OVER 15�FELT, o
OVER 7/16"OSB SHEATHING -
z
ROOF SHEATHING TO �
PERIMETER BLOCK NAILING: �
8d WMMON @ 6"O.C.� (R-49) �
INSULATION
2x VENTED � I - HANDRAIL(TO BE
WOOD BLKG. ENGINEERED ROOF I �ON RIGHT SIDE
CONT.ALUM._ TRUSSES @ 24"O.C. � ASCENDING)
\ PER PLAN �� "�
GUTTER � p
� � I�b".,MIN.
� TREP-0 7
� y m
' H-1 CLIP @ EVERY
/ TRUSS
� � / �I 2"tYp� I �
PRIMED WHRE� �
WOOD TRIM 1/2"GWB WITH I d' �
VAPOR BARRIER � 3/4"MIN.
(LOW-PERM PRIMER) I� _-1/4"MAX.
(NOSING)
. �
1/2"SHEETROCK WHEN� ��I Profileof[read
� TYPICAL EXTERIOR WALLS: VINYL SIDING OVER OPEN BELOW STAIRS. to mmply with
WEATHER RESISTIVE BARRIER(per IRC R703.2), [RC R3ll.5.33
, OVER 7/16"OSB SHEATHING,OVER 2x6 H.F.�2
STUDS @ 16"O.C.,WITH R-21 BATTINSULATION.
� ���'.�� � �-
� ROOF FRAMING �`�� �`:�`�'�£ ¢��r
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^w' f ' ..A.'T ..
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The Peoples Builder LLC '`�`,�� °�'� ;�:�' �
STANDARD DCTAI!5 '" �3
I I 25 57th St F. �D ^ `�" ''`'�
.. TI ON S ��'�t�, _`�:;. ° ...:,�.
Sumr�er, WA 9t�Q93 ��1� `�J" EC . �-.. , 1��
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NOTE: HOLD NON-P.T. TOENAIL w/2-Sd COMMON
MATERIAL UP FROM CONCR�TE NAILS,(16"O.C.) �
4"&HOLD WHITE WOOD TRIM
APPROX 4"UP FROM CONCRETE 2x BLOCKING
I ,��\
ENGINEERED MON�-TRUSS —�.
� ' �C44 PCST TO �/�6°os.s. — ��
� / BEAM TYP. aa @ 6^o.c. !
s�1 x4 WHI`I EWOOD \` �
�\ DGER w/2-16tl
NAILS INTO STUDS OR�
II�� I�'I � RIM @ 16"oc. I ]OIST
� �j��j� � ,
II'li I II �---W RP`� 4 X 4 W�T H 'I SIMPSON W-24 HANGER,typ. �
5/4x6 WHITEWOOD ON ��
�� I
I I I Ili 2x BLOCKING
�' � I� FRONT AND BACK AND W/16d ,
� � I �X4 �N SIDES TOENAILED
� j �R
I � WRAP 4x6 WITH
'�I� 5/4x8 WHITEWOOD ON per plan
li FRONT AND BACK AND I
1 x4 ON SIDtS
Ih��I � I 5/4x6 WHITEWOOD
�
I ABA44 4x4 POST
easE (ABA46 4X6) PORCH TO HOUSE WALL CONNECTION
.�." • .': " HH N.r.s. Optional Covered Porch per Plan
'��K ` STD PORCH POST DETAIL
N.T.S.
DRYWALL FIREPLACE DETAIL
P (OPTIONAL) F\g
GYPSUM WALLBOARD �
OVER 7/16"OSB OK 2x4
FRAMED SHELF @ 51"
ABOVE SUB-FLOOR
m �` �
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II 2x4 FIREPLACE WALL I
. .._ I FRAMING 7YP. 36_I/?" , I,
i R.O. W�dth �
^? I 12x12 TILE SURROUND I
� - — —i �,
i 5'-6"
�'I Length of face wall
\ I CENTER FiREPLACE
I � IN 45°2x�WALL
�
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\ � '� ��� i
`—ROUGH OPENING FOR F.P.36-1/2"wide � `i� f�'�� �
�i i
x 36-3/4"high(VERIFI'MFR.R.O.) ��r, - u!r�"��,.��
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i he Peoples �u�ider LLC STANDARD DETAILS '�.�` y�=_ ��`��~ �L� �
I I 25 57ih Si E, #D � ����"�-'-""'��' � �
,AND S�CTIONS x���-'����'
Sumner, WA 98C93 I
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DO NOT IhSTALL CEILING
DP,WJALL FASTENE�S GLOS�R
Tt1AN I 6"TO WALLS
q - Y
TRUSSES � / y
--I 6" I 6"y
� '
� ASTE
NERS
i �
FASTENERS I
25 GAUGE I.5"x I.5" I�
i L-M�fAL CONTINUOUS
�-24�� �. C.y �
� II\ "FLOATING"CEILING PANEL EDG;S .
�'` WILL ALLOW TRU55 MOVEMENT
W/OUT DRYWALL CRACKING.
FASTENERS� NO FASTENERS
FASTENERS
GEILING PANEL
� SUPPORTED BY WALL
PANEL(MAY BE
, FASTENED TO WALL
\ CA°� 51 M PSON
STC CLIP
.e�
I OTypical Drywall Ceiling Detail: �
Best Practice Method for Avoiding FASTENERS
�
Ceihng Damage due to Truss Upiift FASTENERs
I 25 GAUGE I.5"x I.5"
L-M�TAL GONTINUOUS
2x6 Upper Floor Stud Wall
Bottom Plate Connection
per Shear Wall Schedule
� 3/4" T�C �u���r�oor �� 7/I 6" OSB, nail per shear
�r `� - r�- �.;�,�-��� �
����r;;i�� � -�����;, �� panel a ove
� 2x4 Continuous Ribbon
/ J�%i' / , ��\� ;� Blocks, inset into Floor Truss
�, � flush @ top and bottom
� J J j '' � ~��� ����:
� � ����� -�2x6 Strongbacks�� ���
, �Ji��� @ I 0' oc, �,,� �/ �3) �Od Nails in face of each
OPTIONAL ,� ribbon block, typ
� �i-%/�f i r i j j/'/ i ii'�j /,% /�i�i i��i�%f;!_ ,
� ' � Top plate connection per
shear wall schedule
O Web Truss Detail: ,
������� �
Second Floor I 8"7russes � �, ti,_�r,,���
-� `° �}�''�-,�+
�-����- „�.;��,,
2x6 Main Floor 5tud Wall �� �� _•�,� �
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The Peo les Builder LLC STANDARD DC I AILS ��.:`r!t<.��.��°"`�� -
I I 25 57ch S* �: #D '��'*� �f ''� �
Sumner, WA 980✓3
AND SECTIONS `''���`��`'
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Dimensions: Archway at Living Room
9-1/2 attop-center
18�� at springlines-sides (Optional: Appficable only if shown on ffoor plan)
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M ARCHWAY DETAIL
�
7/16" OSB Skin, ripped
2 x 8 Centered to approx. 7-1/2"
on Post (Nail to 2x8�s @ iz��oc) IN
� Z x 4 studding °i'
@ 16"oc� ��o
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7/16" OSB Skin ' A �ox.
7-i/2"
4 x 4 Bearing N ARCHWAY SECTION �
centerpost
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The Peoples Builder LLC STANDARD D�TAILS ��
! I 25 57ch St E, #D AND SECTIONS
Sumn°r, WA 9�093 I
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i � NOTC: PLAN �IAS BEEN DESIGNED TO ALLOW FOR
� '� A MAXIMUM PONYWALL 'r1EIGNT OF 8' WITh (NO
OP�NINGS). PONY WALLS OVER 8' f�EQUIRE
ADDiTIONAL ENGINEERING.
VJI1rR� FOOTING S�CTION "A° f5 MORE Tf1AN 8'.
PRO\/IDE I 6 GA. METAL TIE I.5x4 FOOT
� MIN.EAGH SIDE OF SPLICE Wl I 6d GOMMON
I NAILS.
IPROVIDE MST60 BET\4i�EN PONY
WA�L ABOVE Wh1EN FOUNDATION
I '10LDOWN SPECIFIED.
/
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2X S1LL PIATE � RIM JOIST Iz)zx Pah ��
... PONY WALL�RAMING AND
, _
. ..... .e ....... —
I : SIIEAR NAILING TO MAT �
° _�i a FP�AMlNG ABOVE.
� ----o-- -e —fi��, __ ,
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a ° �° ����a < t10LDOWN S°ECIPIED
/��/��/�\ ` �\ ` a a�'�b � � PEP.PLAN.
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�\��j/�����\/�j e ° ° �a a �
\/ /\\ � °^ a d � �e .
4'-0" MAX. BACKFILL /�//j�//�//�//�//�//�/ a ° a a a o a o
W/O ADDITIONAL \�j/\�j/\�j/\�j/\�j/\�j/\�j/
DESIGN. \/��/\�\j/\\%\��%�%\��� \a\ c\ \ \ �`
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Q SCALE: i/2�� = i�-a��
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I I 25 57th St c, #D 5 I ANDAfZD DE I AILS
S�mner, w.A 980�3 AND S�C I IONS
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7rV—�— e-0 �
Deoth of Fronc°orcn
(varies per plan)
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Nervzstrol flzshina
� (or equalj to prote�i wood framing
I ---- Lan 6"above: below: and sid°s
, � -� ________________________________ Top o=threshold = (I-I/2"above 055 subfloor)
th•esh Id os Q � �.. ,:; ,� � forc of porch/patio:Set @ 5-I/2"above four�dation stemwall
p �.� ���
maximum 7-3/4"r�ser measured from top of threshold.
I 3-I/4"above � il I��II' �I �I �li II '� — i I"Ste t max 7-3/4" r�ser)
�i i�-11 I! 'I I. II-1 - �. p� Yp �
the stemwall � i, II � il I� i _ !
I„ a II il ii ii i� ii= — i�
II��������COMPA��� rIL L � �� `I �
� ii i � � n—ii�
II li' II II I iI N i i I I ! �I I i —i� �I i-' � i-11ii�I^—
�' li i� I�! i� I' , I i ii'-1 !=1�' I I
II II;II II I II II II II II I I-1i I' 1=i1 li 1,=11i
. II II. I !i I =1, i ,Ii ��i ,�,i i _ ii iI T
II,II'=11 L—,.,—.I li i,i,,iT L_,T I i i I- i, i,;-i �"II•-i
I T vV �/^�I I �^�n t ` i h�ckened edge to suppor't posts/beams/roof per nlan
./ � li
'� Porch Detail �'
Landings outside the entry door and rear sliding door to be one step down
from top of threshold. Typical height or porch to be 5-I/2" above the
concrete stemwall. Nervas�rol flashing must be installed prior to settino, the
forms ior flatwork, with 6" minimum overla�s on eacn sid°, iop, and bottom.
3_2�, _�G
Depth of
typical rear
porch landmg
Nervzstrol flashing
' (or equap so protect wood framing
Lap 6"above, below, and sides
If _________________________________ Top of threshold = (I-I i2"aeove OSB subfioor)
Top of door � ___________Top of porch/patio: Set @ 5-I/2"above foundGiion stemwall for
9.�"TJI
threshold is I maximum 7-3/4" riser measured from top of threshold.
I 3-I/4" above i���il��I �II II, I -- I I"Step(max 7-3/�"riser)
the stemwall il ��, �� ��� � _� � �=
II _li i' II II� II ,II il II, II�I II II'—��
'I i1=11 II II' il I Ili I� I
�, III�.OI�A ACT C ILL II!��I II �I li I� U, II:—II�
, ii i =i =1I Ii Il=ii I II II_�'
� � =i i I� I I I I I I I I I I I I I I I I I i'—�I I,
�II� ill i ii —�� li �=�1 il Il-il �, III II�� ��'j'��' �� �'g�
� tll IIIIIIIIIIII � I I II ,I_ i li 11=11
��=ii i�= I� — i� ii_i_ �� � ���it����r� -
— �>> .
��`�.'"�`' t ''.��r
Typ i ca I f�ea r .;��= �`� ����
�� M€L:
Porch Deta�f � - f-'� �`� �� ��'
�• .�..
f�"�'k„ y;'�-„ .�
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The Peoples Builde~ LLC STANDARD DE�AILS �/ I� �$
I I 25 57tn 5� �, �c AND SECTIONS
Sumner, WA 98093
�
.
.
�
R-2 I P�R ENER6Y-�
C.ALC'S `\
I/2"G.W.B.
5/8"TYr'�X GNB, \
vAR/�GE SID�
TJI: INS i ALL°CR EN6INEEP.ED
PIAN� IN FIELD
RIM JOIST
� R-30 BATi INSULATION
X
� 5/8"x I 0"P..3.@
� 72" OC MAX; OR
`� PEP�5`1�AR D�TAIL � PRESSURC TREATCD SILL,
� � 3"x3"x I/4" 6ALV PLATE WAShrRS
�24"k3 Rebarpowel
4" CONC. SLAB.. .. � > � #a BAR t10RlZON%AL:'
`�i��/�i�i�i����/��i��ii�i�,i����� ' LOC. WITIIIN I 2"OF TOP
�/��i��i��i�✓i��i�i��i�i����i��/��� � � � �,
/\\////\/�////\y��//\//\//\//\%\\//\\//\//\�//, OF WALL
i���iT��ii��i�ii��ii`�i`ii`i�`ii���i��i`��%i�i���i�i����i �
i i\�i\��i�\�i�i��i\��i�i��ii�i��i���i\�i�i\�i\%����i>' i� "' ror 6arage stemwalls sacked
I �!����i���i���i����%��i���i�ii���%�i%�%�i��i%���ii�% ' • x Q ofgbacki II rP2ovide L24°#3 R n 8��
� �;i���%���i������/��%���������������i���\���������\�������\�����, �� dowels into garage slab @ 24"oc.
����i/�i/�i/�\�\%�\��\��\���\��\�\��\��\��\��\� a�
�.����\�j/��iG����!���!���0���%��%�����%O%��%��% ° 6 MIL. BLACK
����i��i�\/\/�i���i�i���i��ii VISQUEEN: LAP
i��i��i��i��
��i��i��i��i �I 2" SEAMS
�4 l/��2TlCAL ,HOOK BA�%�i������ ° @
i��i�,
8"WALL-48"O.C.��i�V��i� i
6��WALL-48"O.C.;�i�i�ii . •� '. d� � � ��� 2 stor�� �
To rie iNro coNT. �r�.%��<% °� . � • ' � Rebar �e be Grade 60
�i���;���;���j,`,�,���`� ���`�i�`��'n`%�y�`���/j�%��i���i����Ni�;�;���Ti;' �er I RG 404. I .2.3.7. I
\ii��i�/i i�� �\\i�\i\�i ii�.�\�i/\���;��;h�������i;��i.�\��i�^ �� In Seismic Design
, 8" ��2 so�y � Category D
I 5" if 2 storv (2)#4 BARS CONT.
6"stemwalls
I 2"footinos
for I story
FOUND. DETAIL GARAGE TO
T (n.t.s.) HOUSE
TALL GAf�AGE STEMWALLS
(O t�onal per S�te Cond �t�ons)
p
bt��'��'� ��s'.
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I he Peoples Builder LLC STANDARD DLTAILS T}.- �`�`°"��
i i 2s s�tn st e> �� AND S�CTIONS ��s°f��;�n�?��
Sumner; W,A 98093
.I�
,
Place Roof vents on lower i
portion of roof at 3'-0"away
from end of overhang
%
Overhangs to be One-Hour—�
' Rated as req'd due to offset 1
2 Layers Type"X" �, /
Gyp.Sheathing, ,
Property finish per NrchiteC �ii
Line � ......................`......,..,.............,.....
� � � �
�
I One Hour Rated Where<5'-N' g"Type"X"
Gypsum
�C°
I s"Type"X° Gypsum Sheathing as� �{ Soiid Rim loist
��, .y��C� e��7YPe��X„�YPsum
required over ib OSB sheathing � sheatnino at)oist
I Nail the Gyp Sheathing per = cavicy
Gypsum Assoc. file#WP 8105 �
� except increase nail length to
' z-1/z" 11-7/8" I-Joists, typ.
I Sheathing Splice �I
IExterior Finish not shown for dari[y
�"Type"X"Gypsum
IMoisture Barrier over 2x6 Studs at 16"OC,typical
Gypsum Sheathing — `� ��
I � Interior Nailing per GyPSUm Assoc.
Bo[tom Plate Nailing :��C File�WP-SiQS or equivalent
per S.W.Schedule }�"�
I Solid Rim Joist
Sh=athing Edges and Field per �� g"7ype"X"Gypsum
Shear Wall Schedule: (6"
� �.� --' sheathing at�oist Cavi[y
Edges,12"field U.N.O.)
', RimJoistToe-Naitingper� � � � � � �����``��� 9_1�2" I-)OIStS� typ.
Nailing Schedule
GA FIL�WPB!OS specs,using:
Gyp Wallboard
Gyp Sheath�ng I
Iwood Sads NOT=: No openings or penetretions
�t���o�s�de:one iayer as^wide are allowed when property offset is
a"iyoe"X"gypsum sheathing — �— f255 th8f1 3'-0". If offset is less than
Iapplied parallei(verticaq to zxa _I I—I !_ I� 5', openings shall comply with IRC
wood studs wim i-3/a^yafv. — — �— R302.1 and penetrations shall
roofing naifs,4"o.c.@ vertical — —I I—
joints and 7"o.c.at intermediate =_ • Comply with IRC R317.3
studs and top&bottom pfates. _ _ I_
loints o`gypsum may be lek
untreated.Exterior cfadding to be I_ _ _
attached thru scuds. ' ' I
Intenor S�de: One layer e"Type � — — '
"X"gypsum wallboard,water — — — = I , I I I !—
� resis:ant gypsum backing board... —__ —i i�—', -
appiied parallel or at right anales _ ._ I I I.
t o s t u d s w i t h 6 d c o a t e d n ails, — — I— I I I—�� �—I
1-7/8"long,0.0915 shank,q" ' ' ' � � �
heads,@ 7"o.c.
Exterior One-Nour f�ated Wall Sect�on
(Eave Overhan� Detail)
��3���� �,� �
I ,��� ���s��;��.��
� �
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,�_t.� } -�cr:
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The Peoples Builder LLC � �N" z �^ � ��'� �
� I 2� �7th 5� E> �D STANDARD DC I'�,ILS I �f���.�� �� D �o
Sumner, WA 98093
AND SECTIONS ����'�t
. ,
�Mfa"frusses @ 24"O.C.
Maximum Outlooker soacing i � �I� , ' e"Type"X"
24' O.C. // � ' � Gypsum
�� �. 16d naiiing @ 6"O.C.
(2)Layers Type"X"Gyp-� ��
Sheatning ' I '�I Flat lx4 bracing @ 48"
II
�i '
_- I --_� or per truss mfg spec
_��' �� --
Property
Line Sheath Gabfe End with OSB and
\
attach aT edges with 8d @ o""O.C. �'
j typicaL Sheath both sides of ga61e �i
truss with e"Type"X"Gypsum _ \
j Sheathina
One Hour Raced Where<5'-0" _ g°Typ2°X°
��{. GyRsum
d!I ��{
$"Type "X" Gypsum Sheathing as \ solid rtim�oisc
' °�,
I required over 6" OSB sheathin '�'{ 8"Type^x°�ypsum
g' ks�� sheathing at 3oist
Nail the Gyp Sheathing per caviey
Gypsum Assoc. file �WP 8105 I : � � " -
j except increase nail length to �
' 2-i/z° ij _ 11-7/8" I-)oists, typ.
I Sheathing Splice ° I
; ' .,.,..,..................
I Exterior rinish not shown for clarity
e"Type"X"Gypsum
I Moisture Barrier over 2x6 Studs at 16"OC,typical
Gypsum Sheatning ;?s��
}� � Interior Nailing per Gypsum Assoc.
� Bottom Plate Nailing I��� File�WP-8105 or eauivalent
per S.W.Schedule I��� Solid Rim 7oist
�I
Sheathing Edges and Field �I�� 8"Type"X"Gyosum
� per Shear Wall Schedule: '�;I� sheathing at]oist Cavity
! (6"Edges,12"field U.N.O.)
I =,
� ,� 1
�, Rim 7oistTOe-Nailing per /\/\/ l�j�j\%�l C�_1�z" I-�OfStS� tyP.
Nailing Schedule
. NOTE: No openings or penetrations
are allowed when property offset is
,— — less than 3'-0". If offset is less than
— I I—I ' I S',openings shall comply with IRC
—I _— I — 1 R302.1 and penetations shall
comply with IRC R317.3
— I
I I li — li �--i-�I; • .
_= i=1 I 1=1 I 'i;, 1=1 I ! 1=
— _ = - 1 - _ �-
Exter�or One-Nour �ated Wall Sect�on
(Gable End detail)
�;��:��� ��d.
�. �����a�� �..�
� �`_ --�. `���
� �.'� �`�,i,.�
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The Peoples Builder LLC �>�`•—�'�'"� � � �
5 I ANDARD DCTAILS 3,r��€#��-
i , 25 ���n s� E. #� ���D SECTIONS
Sumner, WA 98093
I (Gable End de�a�l)
When 2 gabl�side n2s roo`overhanos excending 7/lg"OSB�oof Sheamino
I less chan 5 f�buc more chan 2 fc rrom ihe ��MTMTrusss
Ca 2G"O.C. I
� propery line;one-hour rated conscruccion is Maximum Outlooker Sparin_
2G^O.C.
not required r'cnere are nc gabie venis meeimo. �j �' lba�a�rn�c e°o.c.
20C° IRC Table R302.I,rootnote"b". No�awe�e�ss auowea II
I I I� Flac Lx4 braung @ 48"
I � � or pertruss mfg spec �
L_ .—�___
Sheath Gable End witn C58 and / �
attach a:edges with Sd @ 6"O.C. 'I
. ......... ...............I......
LyPical. I
Exterior Finish ��
not shown for '�'
� el a rity P�are Roof�e�s o��owe� i
portion of roof at 3'-0"away
from entl of overt�ana I
/
When an eave or roof overhang extends I�ss ihan
solia Blo�fa
No ven� 5 ii but more than 2 R from ine property iine,
P�ooem. � one-hour raced construciion;s noi required if
uoe .... ...
I � ihere are no eave venis and there is sohd blockmg
meetino 2009 IRC Table R3C2.I, Footnote"a"
�
I �ContllHOn when wall Is 5'-0"or_reater but overhangs are less than 5'-G' I/2"GypsUm,
ryDical
' S'-O" min.
i �so��a R�m�o���o-�o���
�
J
� / 11-7/8° I-Joists or
i Sheathin95plice —\ 18"Web Trusses
� .. ...... ...... i
I \/}�-� 1/2' Gypsum,typlcal
IMolsture Barrler Over / Zx6 Stutls at 16"OC,typical
I OSB shea[hing � I>" '
I I
Bottom Plate Nailing � ;
I perS.W.SChetlule \ SolidRim)ois[
Sheathin9 Edges and Field per� �
I Shear Wall Scheaule: (6"
ed9es,1?"fe1E U.N.O.) �
� R�m�ois�loe-Nani�y pe�� �Ai�iA1\�1\�i�i 9-1/2"I-JoistS,typ.
Nalling Scheduie
NOTE:No openings or pene[rafions
are allowed when property offset is
—I I _I I _I I I_ less than 3'-0". If offset is Iess than
5',openings shall mmply with IRC
'I I—I I I—I I I i I I I I � R302.1 and pene[ra[ions shall
comply with IRC R3173
� —I I I—I I I I I i �
I I-I I I-I ! I-I • i
-1 I !-1 I i=! _ �� i=i-i i �-.
I I-1 I 1-i I !-1 I 1=i I I-1 i 1=1 I I
� ����.�:�� �,�:
Exterior Wall Sec�ion: ��`� ��+����„-�:P
Walls at 5-ft or more; �`� ' �-%�
�. I,.-� �.J.. . yYY�
Eaves Pro�ecting mto the 5-ft 5etback .-'
°� �
� � �' � r �
.� t �r � -:�
,:,3�`,
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I he Peoples Builder LLC S I ANDARD DLTAILS D 1�
I 1 25 57tn S� C, #D � AND SEC`I IONS
Sumner, WA 980°✓3 i
�
i
� �
,
ooua�� 2X6 �o� Intermed�ate �raming Details �!
PLATE (AT �XT. WALL)
� (WSEC Builders Field 6u�de, 8th td�tion, 2009 I
�i
�
2x6 CORNER STUCS
(TWO STUD CORNCR)
� DfZYWALL GLIF
2x6 BOTTOf�/� DOUBLE 2x6 TOP
°LAT� PLATE (AT UCT. WALL)
TWO STUD
CORNER
PREFERRED OPTION
'I 2x6 CORNER STUDS
(Tt1REE STUD CORNER)
Optional Details Allowin� Easy �,
Placement of Insulation
2x6 BOTTOM '
i �LAIC
OPTIONAL
MODIFfED CORNER
FLAT 2x4 BLOCKING
2x6 STUDS @
�XT. WAL'��S
2x4 FRAMWG A?
WT. ?ARTITIONS
fleader Details
LADDEfZ BLOCKED INTERSECTION AT 4x 11EADER IN 6x WALL
INTERIOR/EXTERIOR WALI RiGip DOUBLE 2x6
INTERSECTIONS INSULATIOM TOP PLATE
FLAT STUD INTERSECTION �
DoU3�c 2x6 4x 11EADER
TOP PL/S�
(/-�T�XT.WALL)
2x NAILER
QP NEEDED)
ONE STUD INTERSECTION:
2ic6 STUD(AI10N'S PREFERRED OPTION
4"OF WSUATION NOT[:ACTUAL F1�ADEK SiZES TO B=
3�TWEEN STUD� CALCULATED'ROM LOADWG O�NDITIONS.
SHEATHING) 'RIGID INSULATED t1EADE�(R-10)REQUIRED
FO'�INTERM[DIATE AND ADVANC�D FRAMING
2x6 EX?.
N�ALL STUDS�
�
2x4 rRAMWC-AT DRYWALL �
IN?.'ARTITIONj CLIP �
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`he Peoples Builder LLC � �� ^ � � x��
I I 25 ���n s� c, #� STANDA�D D�T,AlLS �-� '�'�.� � .;,�`d' D �3
�� AND SECTIONS ��a��''�� �' �
Sumner, W,A 98093
i
[ SNEAR WALL SCNEDUL� ]
[ ?/ I 6" WOOD STRUCTURAL PANEL w/ i Od BOX (0. I 28" ]
i St1EAR WALL I EDGE I ,ANCt10R BOTTOM
SW# ! Sf1EAt11NG �� NAILING I BOLTS PLATE (IN
�� [ThIGK(SIDE)] j(IN O.C.)� (IN O.C.) O.C.) ,
! � 7/ I 6" osb ( I ) I I Od@6" � 5/8"@72" I 6d@ I 6" I 6d TN @ g" O.G.
2 � 7/ I 6" osb ( I ) � I Od@6" 5/8"@64" I 6d@ I 0" A35@36" w/I 2-8d
� I' I Od 4° 5/8"@40" I I 6d@6° i A35@24" wl I 2-8d,
3 �i 7/ 16" osb ( I ) !, @
4 �� 7/ I 6" osb ( I ) 1� I Od@3" 5/8"@ I 6" I 6d@5" A35@ I 8" w/I 2-8d
5 I, 7/ I 6" osb { I ) � I Od@2" 5/8"@ I 2" I 6d@4" A35@ I 2" w/ I 2-Bd.
[ SNEAR WALL NOTES ]
GENERAL NOTES (APPLY TO ALL SNEAR WALLS)
A) FOR RATED SHEATNING PANELS, SPACE NAILS @ I 2 IN (305 MM) OC ALONG
INTERMEDIATE FRAMING MEMBERS.
B) BLOGK ALL PANEL �DGES WITh MINIMUM 2X (5 I MM) BLOCKING.
C) A°PLY NAILING TO ALL 5TUD5, TO° AND BOTTOM PLATES AND BLOCKING.
D) FRAMING TO BE A f�/�AXIMUM OF I 6 IN (6 I 0 MM) OC.
E) FASTENERS St1ALL BE DRIVEN FLUSN WITt1 SURFAGE OF 511EATN!NG.
F) PROVIDE SOLID BLOGKING UNDER ThE Sf1EAR V�/ALLS AT TI1E DIAPhRAGMS TO
ACCOMMODATE T�1E BOTTOM PLATE ATTACIIMENT.
G) ANCNOR 30LT5-4- I/2" MIM. EMBEDMENT � F'C 3000 PSI (NO SPECIAL INSP)
SPEGIAL NOTES FOR SNEAR WALLS (APPLY TO WALLS SPECIFICALLY NOTED)
I ) APA �ATED SNEATt11NG EXP I/EXP2/EXT OR GC/C-0/STRUCT II PLl`WOOD.
2) PROV�DE 3x'S (76 MM) AT ADJOINING PANEL EDGES W/NAILS STAGGER�D.
3) WALLS >0.60 KLF USE A MINIMUM OF A 3x SILL. FOR WALLS BETWECN 0.35 AND 0.60
ANChOR BOLT 5°ACING 11A5 BEEN DECREASED BY I/2 (USE 2x).
4) PROVIDE MINIMUM 2-2x BLOCKWG OR JOfSTS BENEATt1 BOTTOM PLATE WITh 60TTOM
PLATE NAILS STAGGERCD.
5) FOR 2 SIDED ShEAR WALLS PANEL JOINTS SIIALL BE OFFSET TO FALL ON DIFFERENT
FRAMING MEMBERS AND FRAMING ShALL BE 3" NOMINAL OR ThICKER, AND NAILS ON EACf-1
SIDE ShALL BE STAGGERED.
NAILS MINIMUM DIAMETER
6d COM = 0. I I 3 8d BOX = 0. I I 3", I Od BOX = 0. I 28" I 6d BOX = 0. I 35"
b��-�'�'� �,��
�.,' s�,:l'�r.a.�``�
� ,� �.` ��'a E I
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The Peoples Builder LL�, STANDAr�D D�TAILS � �j `'� ' .�`�
i i 25 s�Ln 5� E, #� AND SECTIONS � �'`������ . �`��
st�i�r:.- . .
Sumner, WA 98093
-[ r-10LDOWN SC`iCDUL� ; [ GR I i l SP�CI CS ] ---,
[ SIMPSON STRONGTIC t10LDOWN ]
[ SIMPSON 2009 CATALOG ]
rOUNDATION LEVEL
H� MIN �� FAST�NER I ANCIIOR CA?
�r �P` I STUD TO STUD � BOLT KIPS
� I
I STI1D8 �� (2) 2x (24) I 6d � -- � 2.21
2 I ST�iD I 0 �i (2) 2x i (28) I 6d � --- � 3.73
3 � STt1D I 4 (2) 2x �� (38) I 6d � -- � 5.03 �
i 4 t1DQ8 I (3) 2x � (20) SD52 SSTB28 6.65
5 t1!1Dt�I I �, 6X (24) SD52 SSTB28 � 8.5 I
6 i 11N��I 4 6X (30) SDS2 SSTB28 I 0.75
7 �1 D I 2 6X (4) ��� � I- I/8" � I 3.20
g 11D19 6X (5) I" � i I-I/8° � 14.22
� 9 11D I 9 6X � �S� ��� � I-I/4° � � I 6.2 I
[ hOLD�WN SGNEDULE ] [ GR III SPECIES ]
[ SIMPSON STRONG-TIE NOLDOWN ]
[ SIMPSON 2009 CATALOG ]
�OUNDATION LEVEL
I MIN FASTENER ' TI� C,A?
�-
� I �' � I' STUD TO STUD ROD I KIPS
I CS I 8 (36") 2x (I 8) I Od I --- � •��
2 (2) CS20 (36") (2) 2x (I 4) I Od ea I -- 2.06
3 (2) CS I 8 (36") (2) 2x (I 8) I Od ea -- 2.74
4 (2) CS I 6 (48") (2) 2x I (22) I Od ea I --- 3.4 I
� MSTC66 (2) 2x � (32) I 6d ea , -- 5.50
6 (2) MSTC52 (2) 2x I (44) I 6d ea � --- 72.°i
7 (2) MST60 (2) 2x (46) I 6d ea I --- 9.66
g (2) MSTC66 (4) 2x (32) I 6d ea --- I I 0.99
i10LDOWN NOTES
G�N�RAL NOTS ,_ I
A) MINIMUM CONCRETE COMPP.ESSIV[STR`NGTI1 TO B�2.5 K51 �
B) RE�ERTO MANUFACTURERS' CATALOC-5 FOR MINIMUM DISTANC�Tp FOUNDNTION CORNER. y����%���� I�j�,,�
C; P.�`F�R TO MANU�ACTJR�iZS'CATALOGS F012 MINIMUM 3ACKIN6 MEM3�R SIZ�. ���i� �,�:t`�J���v�yrR
D; ANCFIOP.BO�_T°MBEDM�NT D�PT`I 511ALL 3E A MI NIMUM O� I 5"WITC A CUT WASFi°R AND �,�� �,; ��
NU'AT 30TTOM. x.+
E) POSTS AT HOLDOWN: 2x E 4x ;38mm x AND b9mrn x)--#2�F 3�f=R �a ��`{ �,tt
6x ; I 40mm x )--#I OR B�TTcR �s , .
F)TI��ANCIIOR TYP�Fi0!DOWNS AT OTNER LEV�LS SHALL F1AVE A PAIR:ONE A30VE AND ON� � �=�
3�LON� TRi�'�9Y TtiREAJ�D ROD �'�
G)JS�STt178R1 FOR STtiDB STtiD I OPJ FOR STt1D I 0,AND ST11D 14PJ�OR ST7D I�WI1`_P.�RII� � f_;' „-F"� `��,��'
JOISTS AR°INSTA'_LED � �j� 7�..� � ""',r�:.'
p Tfi�STUD�FSTENER�OR SThiC'S jI1Al1 BE I 6d SINr'.PS. ���w,.,,�,�,w>+��>.. ` I
J)MINIMUM ST-M WHLL TO BE e'WID��OR I-STORY 5UILDINGS,8"WID�POR SUI!DWGS x����,:;..t
yAVNu 2 OR MOR�STORIES. �
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ThP Peo�ies Builder LLC �` D 15
� I 25 57tn St E; �D STANDAI�D D�I A(LS
Sumner, WA 9�093 AND SECTIONS
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U5e 5teel StrapS at top of fOrmS i
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I - I /8" Laminated
fo�m panel
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"Rap-I-Form" Mono-pour strap
Form cleat: � �. Piace at all �anel ends, and
8" for 2-story • 24" oc max for 24" high walls
,:.� `� • I 6" oc max for up to 48"
6" for I -story high walls
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8d duplex nail, thru � �< £�; 2x8 footing form:
strap to form board � � I 5" w�de for 2-story
� I 2" wide for I -story
Metal stakes _ °
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1==I � —! compacted soil --I!:�= I�
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I he Peoples Builder LLC STANDARD DETAILS D 1 � �
;'; i i 2� s��n st �; �� AND SECTIONS
Sumner, WA 98093