3119 Standard Details I
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_ � � -'RL��..CS aC L�}��D:
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� h1EIGti-?YP. i �-?���GID INSUL. �� �� TYPICAL[1:TERIOR WALLS: VINYL
' louisiae)C 11�AD=RS ��SI'JING OVER W�AT�1�R R°SISTIVE
'� INT[RIOP.WAU�S: 2x4 rI.F-�2 ��
- S7UC5 r I E"O.C.3°ARIJG, Se.. �AR�IER(per IRC R?0�.2),OVER
Detail":" 7/I 6"OSE St1�P,TI1iNG.OVEft 2xe �
p 24"O.C.NON-B�ARING. �,.�.�_jTUDS @ I 6"O.C.,WIT7
� R-2! BATT INSilIATION.
�-30 BA-S
SU3F_�OR Fi_IG`IT � 3l4"�T�G OSB SU3-PLOOR GLU`_D AND
�AILED TO�LOOR TP,USSES,SPACIN6 5
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8"W1D�°OUNDPSIOK WAL'..� �6 MI�VAPOR 5ARRIER LAP I 2"UP EDGES.
�4BAP5. hORIZONTAL A- I 2"O.C. �
#4 BAr:S VcRTI�AL A�48`O.C.
�s�wi��FouNO�Tion�Foo-iN�: B �'P• TWO STORY i
� "°�;'-�N'^��°�APS. BUILDING SECTION
3"A30VE SOIL
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� p ��C STr,NDAR7 DET^,ILS � � � �
I I 2J 57Lh �L C; �� � I
i s��,��r. v,�,A��c�s AN� s��-�o��� ':
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� Vmy: sidmg ove�7/!6" 056� weather �
res;stive barrier per IRG FJG3.2 i
2x '1.�. #2 stu� framina @ 1 6" o.c. I
R-2 I ir.sulatior, ty�. SIIEAR CONNECTION:
St1�AR PANrL EDG= NAILING per shear v✓all scheduie �b� Nad, typ. (plaie io rim)
per Shear N'all Scnedule
i,ANEL SP:JCF: Ali panel ed9e5 to have 3/4"053 TE�SU6FLOOR,GLU�D B
minimum 2x backing ior edge nailing � �NAit�D
; i ILLER PANEL: I Oa @ I 2"typ, �
except:i Od @ 6°for SW4, SW� TJI SPACED PER
' �NGWEER�D
#4 bar hor�zontal: ` � PIAN W FIELD
Loc. withir. ;2"ar'top of wall �
i z '��Pressure zreated 2x sdl
� �IMS1 GRAD� � 5!8"x �0" A.B. @ 72" o.c. (Or per shear wall
�� � � � � �: : �) � �
P i %/��//��//�%/��/��//��// scheaul� no' less than � bolt diameters� not
R�bar to be Graci�-6fl /V/�A/�/�/V/��
I 1 per IP�G 40�. I .2.3.?. ! `-° �;���%%j�/j/j�j�/ . mo~e than '2 frorr pla�e end; 7"min. embedment
����//��/i����� � of �.B . �s< �'x3"x I/4" qaiv. late washer per I�L
� �,Se�sm�� Ges�q� � k ����i��!� i�� � f' I
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� � =0'JNDA-ION �b'ALL, ��A�JOII��-5 r 2�� i
� ,� � ��' `� — _ ri4 SA=._, CON-.
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, � FDN DETAIL FOUNDATION WALL I,
AT FRAME FLOOR
� �3/4" OSB T&G SUBFLOOR,
. GLUED & NAILED
�3�M�t'�$ �.��F �"
,,, �� ��`� r�''�, � � �TJI SPACED PER
"'� t,� ENGINEcRED PLAN IN FIELD I
` �` w�r�
I Ye' 4`' �
_ s- /�
� �� �'� j% /� �-4x10 DF BEAM TYP.
��*�J ��. �;� � / � � 16" Zx GUSSET
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�° 4x4 POST �,i � CLIP P�ebar to be Grade 60 �
����k per IRG 404.I .2.3.7.I �
°� �• � � � ' • in Seismic ves�gn
N i �� . < . . . � �� ,
' •° •• i Category D
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� �iA iAA/�A, A .iA���//��//�A/i�A/�AA�A.�� N OTE:
24"STD PIER
6 MIL BLACK VISQUEEN, so"POINT LOAD PIER l, USE �4� #4 REBAR �2�
EXTEND OVER PIER PAD, EACH WAY @ 24" PADS.
LAP JOINTS 12" 2. USE (5) #4 REBAR @
I 30" BEARING PADS.
�FDN DETAIL BEAM TO PIER
U PAD DETAIL
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i The Peo�les Buiider LLC � � �
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Sumnor, WA 9���9� j ANC S�C I`IONS � I
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I � � Rebar to be Grade 60 i
I I Pebar to be Grade 60 P-Z'-PER ENERGY � per IRG 404.I .2.3.7-I
�ALC'S
per IPC 404. I 2.3.7.i 1/z^�.w.B. � ir. Seismic Design
! in Seismic Design Cateqory D
1/Z"GWB,
Category D GARAGE SIDE �
TJI:INSTALL PER ENGINEERED
PLANS IN FIELD
EXTERIOR WALL PER PLAN , RIM]OIST�
i GARAG'e I
# � R-30 BA7T I�SULATION
. 5/S"x10"A.B.@ 72"O.C. PRESSURE TREATED -
'� MAX.OR AS NOTED;W/ �zx SILL.PLATE '
� 3"x3"xi/4"vALU.PLATE '�'I = 5/8"x10"A.B.@ ��
WASHERS � � = 72"OC MAX;OR
� � � AS NOTED �I —� PRESSURE TREATED SILL,
.`4 BAR.HORIZOA?AL:* I �j� �`'- � �I 3"x3"xl/4"GALV PLATE WASHERS
'� LOC.W?THIN 12"OF TOP OF WALL ' � ��� � - - -- �--- ��
' ��� �� 4"CONC.SLAB w/ I
I, I 4"SLOP_TO FRONT ;�,� �4 BAR HORIZONTAL:*
� . ���-' LOC.WITHIN"_2"OF TOP i
� � � G"THICK CONC. � � , ''a �
�� >'�u OF WALL
�'� CON RET�S ABOV GRADt� '�i SLAo � � "''�y '��.
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4 V �01D � . . ` ._ ,,, .� �� .� ' 6MIL g�A'IE �
�' _ �!DOWASPOt, S� � I I � � � � . �
. �� ��. ��� �—.�a VER,-ICAL 'HUOY 5AR. i ,� �.� �� VISQ��-�: LAP
��. ` `�;�T���,����������/��. ' 8' WALL-48'OC . � ��:��� �, � i2'i'a S=AMS i
� � iri , i °_ �4 VERTI A� 40�K� �Y -� � �
�' `" TO-IE INTO CONT.i�TG � � '
` .� . T,.i, , E'�WAL 4E � �-----�� ' .�� �
��. . 8" i�� � 4�i,.�, ,.�. BAR TO"E INTO�,OhT.r i 'FA�R:� w�. , 8,� ,
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' ' � CONT. , '` �� .;:
� FOC�NG DR47/Y , 8"2 STORY ���-��� �
, „'S,.2 ST�RY ' � I i
II W/FI�TER McDIA �" \�(2j kc BARS CONT.
', Ir R�QUIRcD ;' 15"2 STORY I
� E FOUND. DETAIL FOUNDATIONW.ALL@ FOUND. DETAIL GARAGE TO
�I CONCRErE SLAB �;
; HOUSE
STAIR & HANDRAIL DETAIL
' H PER: IRC 311J
, i
� 1"BAFFLE FOR VENTILATION—� CFf� i
� �
COMPOSITION ROOF �� O C<t
I SHINGLES OVER 15#PELT, � � �F
OVER 7/16'056 SHEATHING —� � �,
� ROOF SHEATHING TO � � ? I
PERIMEfER BLOCK NAILING: Z
�� Bd COMMON @ 6"O.C.—� �\ \ (R-49) �
i INSULATION �
2x VENTED � � �
WOOD BLKG. �HANDRAIL(TO BE
. ^ ENGINEERED ROOP � ON RIGHT SIDc
' r
��'I CONT.ALUM. � �/ '/ TRUS5E5 @ 24"O.C. ���� I � ASCENDING)
GUTTER�1 � PER PLAN ��� m,
�
' � 10'_,MIN.
� (TREAp) �
H-1 CLIP @ EVERY i �a ��-�� m
TRU55
�,�I 2"tYG�
PRIMED WHITE�� \\\\� � �
WDOD TRIM 1/2"GWB WITH , �� I
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. �
VAPOR BARRIER �m 3.��' NIN.
� (LOW-PERM PRIMER) t� 1-1/�"MAX.
(N OSING)
/ �1/2"SHEETROCK WHEN / Profile ottread
� TYPICAL EXTERIOR WALLS: VINYL SIDING OVER OPEN BELOW STAIRS.J to compty with
WEATHER RESISTIVE BARRIER(per IRC R7C3.2), IRC R311.53.3
OVER 7/16"OSB SHEATHING,OVER 2x6 H.F.�2 �;��� �
STUDS @ 16"O.C.,WITH R-21 BATT I�SULATION.
I RQOF FRAMING n���� ��
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i � 25 s�zn st �; �� S-ANDARD DCTAI L5 � �'' '���-� :, u' �
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� �JfTln°~, VJA °✓gl"'.a3 nN� �`�i I ���`� i �f"'t'} � �'i"'�' I
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NOTE: HOLD NON-P.T. TOENAIL w/2-8d COMMON
MATERIAL UP FROM CONCREI'e NAILS,(16"O.C.)
4"&HOLD WHl?E WOOD TRIM
, � APPROX 4"UP FROM CONCRETE 2x BLOCKING
���� ENGINEERED MONO-TRUSS
' � PC44 PcsT To � i
� B�AM i YP. �/16^os.s. -,
� 8d @\"O.C. I �
��-1 x4 WHfTEW00D � �
� � . cD6ER w/2-16d �
i � I!��I�` I� , NAI!5 INTO STU�S OR� �I
, �I � RIM @ 16"oc. l
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W;.AP 4x4 W �
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i��I 5/4x� WHIT�WOOD ON ✓� I � -
I , 2x BLOCKING ��, � , I
i =RO�T .AND BACK AND w�160 , `
, iII� `'jl"� `.k:�� '��! S�i1`� TOENAILcD Ir-J. il II I�
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� � ABA.44 4x4 P0��- ��
' �`- ' �ASE (aB,�aS 4X�j � POReH TO HOUSE WALL CONNECTION �
, �'• ' - a � � ���� ".T.S. Optional Covered Porch per Plan i
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� . �� STD PORCH POST DETAIL
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I �DRYWALL FIREPLACE DETAIL
�' I � (OPTIONAL) �;������" F`�„ �
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I I GYPSUM WALLBOARD �
� OVER 7/16"OSB ON 2x4 �
j FRAMED SHELf C 51"
IABOVE SUB-FLOOR
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�2x�PIP,EPLACE WALL I � �
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'�, I �- FRAMING 7YP.
� - 36-I/2" �,
�
! M � - R.O. W�d�h �
� � _ _ 12x12 TILE SURROUND �
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I I I . IN 4�°2x4 WALL
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-ROUGH OP�NING FOR F.F.3E-1/2'wide �,��`��`��'tl� �'� � '.
I x 36-3/4"high(V=RIFY MrR R.O.) �,� �,i�� �'��`.
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I DO NOT INSTALL CEILIN6 �
DRYWALL FAS i iNERS GLOSER 'I
Tt1AN I 6"TO WALLS
9
� TRUSSES - -
� '�I6" I6"�I
I �
� FASTENERS � AST�NERS
� 25 GAUGE I.S'x I.5" �
,� , L-MrTAI CONTINUOUS
---24 O. C.-- !
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, ��I � � °FLOATING"CEILING PANEL°�GS
' � �,� � � WILL A_LOW TRJ55 MOV°M°NT '
� � W/0�-DRYWA�__CP.ACIVN�. �
.S'CN�RS—�� N� � I'�� A ° �T=N=RS ��
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,���,� �L!'p0 �BY WP,LL �
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;! � Typica/ Drywal/ Cerling Detail: / `' \
�� Best Practice P�lethod for Avoiding �
Ce�l�ng Damage due to Truss Upl�rt -- FasreNeRS� �� �Fa,Sr�NeRS �
I ��
j 25 GAUGE I.5"x I.5"
I L-METAL CONTINUOUS
2x6 Upper Floor Stud VVall
�
Bottom ?laie Connection
j � per Shear Wall Schedule
� 3/4" T�G Subfloor „
�.� 7/I 6 OSB, nail per shear
I �-�;r„��,�.� �-��'i��r-��--���-�; � panel above
� � � � �x4 Continuous Ribbon
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%�� � � � �� � �� Biocks, inset mto Floor Truss
/' _ � �� � �l
� ��,� � � \ flush @ top and bottom
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;�%-'� �2x6 Strongbacks �� \ �1
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@ I 0' oc, (3) I Od Nails m face of each
� OPTIONAL ;�, �� ribbon block, typ
�'!'� �i;���,������� �i^ ��i��-�� ���' �� ��i; �i�� !
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i op plate connect�on per
shear wall schedule
OWeb Truss De�arl:
Second Floor I 8"Trusses Z�3���'� ��,�
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I � �x =r�
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2x6 Main Fioor S�ud Wall �f � `-�'` } :�.��
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' S i ANDA�D DETAILS � �'� a s�`" �'�
I I I 25 57th St �. #D t� -� ., ,,;,�:
s�mr�e�; v���, �8c°3 AND SECTIONS � �`��i,=�r��'
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Dimens�ons: A rc h w a y a t Li v i n g Ro o m
9-1/2 at top-center
18" at springlines-sides (Optional: Applicable onfy if shown on floor pfan)
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�ARCHWAY DETAIL
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7/16" OSB Skin, ripped
2 x 8 Centered to approx. 7-1/2"
on Post� (Nail to 2x8's @ 12"oc)
' Z x 4 studding oiN
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7/16" OSB Skin� � on
L4 x 4 Bearing � ��z
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jurriner; 1Ai,'�, 980°3 � r�N� �JCC I I��i�J
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NOTE: °i.�,N 1A5 BEEN DCSIGNED TO ALLOW FOR
A MAXIMUN °ONYWALL 'r1EIGNT OF 8' WIT�1 (NO
O°CNlN�S). PONY WALLS OVCR 8' REQUIRE
ADDiTIONAL CNGfNE�RING. I
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� 'z'zXP�„� PONY WALL FRAMING AND
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---�G- c ^'� 'a`````\c...LIc.... .. ....I I I?� SRAMINGAABOVF O MATCII WA'�L I�
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, � ° �L ` `-__a*� " `� HO�DOVdN SPECIrIED
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4'-0" MAX. BAGKFILL ��//�///�/��/��//�i��/ e a , a � � � �
W/O ADDITIONAL \/,A/�//A//�//�//�j/ ° ° °
D ES I GP�. ���V��A%j�jA�%��%��%� ` � ,
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STEP FOOTING DETAIL ��
� SCALE: 1/2" = 1'-0"
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!� The Peoples Builder LLC �
� , �� 25 ���n sz r, ri,� S��NDA�D D��AILS �7
�ND S�CTIO��,'S �
� Sumner, V�'A ✓�0°�3 � �
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7V e-�° —�
Depth of �roni Porcn
(varies per plan)
Nervastrol flashing
� (or equal)to protect wood framinc
I ------ Lap 6"above, below;and sides
� «
� Top of thr=shold = (I-I/2"above OSB subfloor)
' p f door � Top o`porch;patio: Set @ 5-I/2"above foundaiion stemwall
threshold is � 9' T�� — -
" for maximum 7-3!4" rser mezsurec rrom ton of threshold.
i 3-I14"above ��;�I �I II!-1� I� �I��� ��II���. ���i
tne stemwall •- 11��91� �I��li II I =11i il� J� Ili -'- -----i I°Step;typ. (max 7-314"r�ser)
=1 II' IIIJ II IIJI I II I'S " "1
I I I I I I'=; - ' i i I i=m
� =�1 �I�COMPACTE� FILLi I� 1 �
II II , Ic-1� i� - i- - i �il
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' :k = � - __ _ _ _- II
��� Typ�c�I �ront � - „��n �����s����� =�_ ����_ �o�f���n��,an ���
� �o rc h D eta i i �����
Landings outside �he entry door and rear shd�ng door to be one s�e� dc�m
'� from top of threshold. Typical he�ght o� norch to be 5-I/2° above the
concrete stemwall. Nervastrol f!zshing must b° insta!led �rior te settm� �n�
Torms for fla�work, with 6°mmimum overlaps or each side, top, and bottom. i,
I
II I
� 3�-z�� �
Dept'r: of
typical rear I
norc'r landir�q � j
�
� Nervzstrol flasning �
(or equal)to protect wood fram�n9
iap 6"above, below, anc siaes
, I� - _-__- Top o�threshold = (!-I/2"above CSB subfioor) �
Top of door � 9_„r i To of orch;n-tio: 5=t 5-I/2"above ToundGi�on st..mwzll for
---
- - - �' �' ° .. @ _
�hreshold ;s . maximum 7 3/4'riser measured r`rom top ot thresh�ld.
I I 3-I/4"above \ 1=i' I=1I � �
--I ' S*er(max 7-3l4"rse�j
_ I _
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�. II I II II! II
the stemwall � • ��-I II,_I� il��� �-� �-���,�,-,, ,._,,._., .,,. �
� li I�J'�li II II Il-il I I1=1' II ii,il i lii-�
�� ' I II II I I I� II II II�,�
j IICONi'ACT D FILL Ili II I' II I� !II II n i
I !-fi i ii u � iii i' II �I II II I II II' II '
II II II� :I. II II II' II li� III II II� Ili II li N6f
�"-EII II II I� II fl� J II il� II il I'� II� II� II .,�:,�'� �� i
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i i 25���tn s� E> �� STAIvDARD Dr�AILS � , �
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R-2 I ?ER EN=RGY�
CALC'S
�— I/2"G.W.B.
� 5/8"iYPE X GW`3,
GARAGE SIDE� �
TJI: II�SiALI PER ENGINECRFD
PLANS IN FI�LD
RIM JOIST
1
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l� il n
s R-30 BATT INSULATIOI�
I X �/�/�/�/�/�/\ . . . . .
._.... . ._:,. � . ...._.__-._.. .._..
= 5/8°xl C"P,.B.@ �\
� 72'OC IV�J; OR
N o`'C��`I�F-.K D nl�_—� � ' \ � - �
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� � � � ���������� , � � � � � nigi r nar 24 bu` less irar�ft �
� �.�i��i��i��i��n �%�� i��� >;:� ; o* a Ki!I: r�ovide 2a �3 R ba�- �
� � ��������������%� '!�%%%���� � ri'� ��� dow��� in>o a°a-° s�ab � 24°oc.
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g�� WALL-48"O.C.?�i����i � i , , '
I O TI���IN O COf�'���������<������ ° .�`� , . � 7" 2 story � '
�,��� Kebar to be Grade 60
`��;`�;`�;`�%%`��%%;%`;� ��`%r�`%`��`�;�`��;`��;`��i��;`��`�;`�ii�i`%i>`.%i`;i;%i�� i �e r I RC 404. I .2.3.%. I I
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�%��;�� �� . ;��, ����.���� in Seismic Design
a� �r 2 St�ry ' �
I Ca�egory D
� I 5'i`2 story� (2)#4 BARS CONT.
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6� s�emwaP.°
'2' rootinos
for I story
II
CCFOUND. DETAIL GARAGE TO
(n.t.s.) HOUSE
TALL GAi�AGE STEMWALLS
� (Opt�onal per S �te Cond �t�ons)
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The �eopl�s Builder LLC � ' -� � ,��° ��� �
i i � 2� 5���, s� �. �� ! STaNDAi�D D�TAiLS � ,.;��.�:,=,:��"`� ��- Q
! S'Jmn� . �'✓,�;980�J � ,a.�\17 �Ll�� ��N� ���a3i?:q,'r,:.<���� ��•/ I
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Place Roof vents on lower
� � portion of roof a*.3'-0"away i
from end of overhang
�
Overhangsto be One-Hour
Rated as req'd due to ofrset �'�
2 Layers'fype"X" 1\
Gyp.Sheathing, '�
Property finish per Architec[ :'i
Line
. �',.................,...,....,..........,,..,............ �
� �, , \ �
� � \ �
' One Hour Rated Wh_re<"-0" . � g"Type"X° ��
�
' . -. " Gypsum �
___—__.. ___._ . �
,���
�
I 8"Type "X" Gypsum Sheathine as� �f�' solid rtim�oist
required over��" CSB shFathing. ����� - ' — b"Type^x^�yesum
F
I Nail the Gyp Sheathinc per �,�jt j sheathin5 a-�ost
� �YFsum Assoc. file�WP 8105 ���--, -- ------ ' Cavin�
j �� exc2pt increa, nail leneth:o ,� � . � —� '�
, � �� ��- ��
` 11-7/8" I-Joists, typ.
�� '� Sn=_ach!n�Sol�c= - �'
i � - '\� �}� �� i
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II �_-.x-'—�..— ...,_. _ .
I, �', Exerior rinisn no:snown�o;dari�-y 'C' � ,
� � =, / E TYP2 �:�i�yP5l1�T1 I
Moisiure Earn°r over �
Gypsum Sheathing �� 2z6 Studs at 16"OC,typical
������r_/
� Bottom Plate Nailing ���� Interior Naifing per Gypsum Assoc.
' � per S.W.Schedule ����' File�k WP-8105 or equivaien:
, �'�;
---� -----��� � Solid Rim 3oist
Sheathing Edges and Field per� I�.' � e"Type"X"Gypsum
I Shear Wall Schedule: (6" \ �� ��� � sheathing at Joist Cavity
i Edge=_,12"fiefd U.N.O.) � � �
\� ..
I rt�m 7olst�oe-rvai�ing per � 1� ? 1 h 1 }y/ �
Nailinc Scheaule ����� i���''� �����i 9-1�2" I-�OIStS� typ.
� GA FIL�#W?81 OS specs,usina: � �
Gyn Wallboard I
Gyp Sheathing I
Wood Studs �
��e��o�S�de:one layer a8°wide '' NOTE: No openings or penetrations
s,. are allowed when property offset is
g Type"X"gypsum sheathing ' I �
appiied parallel(verticai)to zxa — ; I less than 3'-0". If ofFset is less than �
wood stuos with 1-3/4"yalv. ' : � , I I I! � , ' � ; � . I 5', openin9s shall comply with IRC
roofing naifs,4`o.c.C vertical I ��i—i I i I I . �. , ly� R302.1 and penetrations shail
joints and 7"o.c.at intermediate � , I i I I comply with IRC R317.3
studs and top&bottom ptates — ' j �� ,
Joints o`gypsum may be lek �; � I I ,� ', I I ' ��.
untreated.�xterior cladding To be ����—�_I i �
attached thru studs. . — • •
Intenor Side: One tayer E.,TYPe I—' . �i �� ��. '' I '��I, i , . ,..
�
�—�Y
m w w — — I ,
"X"gypsu allboard, ater I I , . i I �.
resistan:gypsum backing board . —I I i ! I i I I ���.—� I I � I ! I �.
� appiied parallel or at right angles ! �=I � I I �'i I 'I i �' I ' I I I_
i to studs with 6d coated naiis, � I I
1-7/8"long,0.0915 snank,q" � � � . �. � : � � . : �. � � �
heacs,@ 7"o.c.
i Exter�or One-hour Rated Wafl Sect�on
(Eave Overhan� Detail)
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The Peopl�s Builder L M , D ��
„_ _� STANDA�D D�TAILS ��-; ��.�3�r�'���'� �
� i �� ��tin st �, �� ,�
� o -�� ,�ND SECTIONS a,��:��M�'�'
i Sumner, IIJA ,�8�,�✓3 I �
� ! � I �
I` �Mfg Trusses @ 24"O.C.
Maximum Outlook=r spacing�`i���"��///���� �j ° ��/ 8^Type X'
24' O.C. � i I � „ ,
Gypsum
j = ', 16d railing @ 6"O.C.
(2)Layers Type"X"Gyp �.i ;
Sheathing � ;
! , --I I Flat lx4 bracing @ qg„
or per truss mfg spec
Property � _�.�'.� _ — -------� �---
Line Sheath Gable End with OSB and i j i
attach at edges with 8d C 6"O.C. °' ......................................................
I typicaL Sheath both sides of oable �
truss with E"Type"X"Gypsum ��
I Sheathing \
i
='j
One Hour Rat?d Where<5'-0" :�:I \ g°Typ2°X°
_f,��. Gypsum
�
I ....—___._..
I 8"Type "X" Gypsum Sheathing as �� � sofid rtim�o�sc
required over ib" OSB sheathing. �{�'�_ � �— s"7v?e"x^�yosum
i Nail the Gyp S'r�2athing per '��' s� otninc ae�oisc
I Gypsum Asso�. file rWP 8105 �� ,- �--- - -_--_ �a�i:y �
� except inc�Ease nail length to �' —
�
� 2-1%2"
�� �, 11-7/8" I-Joists, tvp. ���
P \��� ... �
�r�athina� ilc° .. i
j � �xteno�rinisr not showr ro�clarit� ��`�t � ,
�!,, . e,! � / �. �YPe�,>;' Gy��'>urr� �I
� �� Moisture Barrier over �--�� ���
�� Gycsum Sneathin - ?x6 Studs a:lo"OC,typi�al �I
9 ��� i
Bottom Plate Nailina Intenor Nailing per Gypsum Assoc.
per S.V✓.Schedule I�� rile�WP-8105 or equivalent
��
I ��"<h Solid Rim Joist -- �
I Sheathina Edges and Field 'I�� �— 8"Type"X"Gypsum
per Shear Wall Schedule: �� '� sheathino at Joist Cavity
(o"Edaes,12"field U.N.O.)
� / � I
, i Rim Joist Toe-Nailing per �� = I' � I � f �� X � '�
I Na�i��g s�ned�ie � `!��\!� `i\n!��/ 9-1/Z° I-Joists, typ.
� :
� I • NOTE: No openings or penetrations
are allowed when property offset is
i � 'I � ! less than 3'-0". If offset is less than
II —� I I— I�I I —� ' � 5', openinqs shail comply with IRC
R302.1 and penetrations shall
_I I I I , -{ • i comply with IRC R317.3 I
�� i;�� I'-�-�-' ; i I
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=fl ' � � � �� �� -I �
I —� ��� = j �_; '� ='i ! ��, �� '�_ �, �_
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Exterior One-Nour �ated Wall Section
(Gable End detaii)
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I i 25�57�r, S� " �D i 5�hNDAPD D�I Ail_5 ���'�}��`'' ����.�':�*`:
' ' AND SCCTION�
Sumn��, W,4 9�093 -
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When a gabl�side Fas roof overhangs extending (Gable �nd detaif)
less zhan ��bui more ihan 2 ft from ihe �ns°ose Roo�sneamr�y
Mfr 7ru55P5
nropery line,one-hour rated consiruciion is w,x;m„m o�nooke�sPaa�_ i {! �� c za^o.c.
not reo,ui°e�if there are no gable venis mee'ting
za°o.c. l�
2009 IRC Table R302_I, �ooinote'b��. No GaMe vents allowed �� I 16d nailing C 6"O.C.
�I! Fla[ix4 bracing @ 48"
Sheath Gable End witn OSB and/ t--== ____�_or per truss mfg spec
attaCh a:edges wlth 8tl @ 6"O.C. I !
i rypicai. y --�.... ...... ..... ..
Exterior Finish �
not shown for ----
ei a rity Pface Roof ven� o��owe�
s ,
portion of roof at 3-0"away
i ...... . . ._. from entl ot overhang l�
�/
I soi�d aio�KS � NJh ar a�. � ���=ov rnarg xt nds I ss �nan �I
� V �, � f bu� � �� ar =rt t om cn nrope �� ii��, �
�e�� � ��
�
� �/. � n:.u, ra s ru iOn . �o_ ,.o i c '- �
',n=
� ._...... �
� � _ � a . ne av �er ar�the � >souo bi ana
�/ � ,�: i ?� a 'F�" c'�� �R3C-� I, Foo�n-�� o.
,
—
-
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���ra�v.oe-wai s�o�o-. __��� -�iess c c I � i .,PS� , ',
�i �'— — �: ��'� �' ..��a'n �
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'� � '� �soi-���o��p-�aLas; ��.
i ;�'E i
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vc.F % i
ig.......,....__. ._.,._,...' .
i i� / �
� 11-7/8" I-]oists or �
' snEain��g spu� ��� � 18" Web Trusses �
� �
� _
I � I I �� 1/2" Gypsum,typical
I
Molsture Barrler over�
��, . O�B sheathin5 2x6 SSUCS a:16'OC,typical
�� 6ohom Plate Nalling ����
per S.W.Srnetlule
I�i��'- Solld Rim]ols! �
I Sheathing Ed9es and Field Per� I�v�?�� �
�� I Shear Wall Srnetlule: (6" ;
i i coges,i2"Fleltl U.N.O.)
I Rim]oist Toe•Nalling per I � � �� � � �v
Nam�gs�nea�ie —� � ���„iA�i i�i i1!y\,�i9-1/2"F-)oists, typ.
J
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� are allowed when property offset is
� —I '�. I—�, I I—'�, less than 3'-0". If offset is less[han �.i
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I I (—I I I I I I� r, R302.1 antl penetrations shall
� tompty wi[h IRC R3173
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°o`'a�� 2X6 '°= Intermediate Framin Deta�ls
°LATE (AT ��. 1NALL) �
(V�iSEC Builders Field Gu�de. 8th Edition, 2009
� 2x6 CORNER STUDS
(TWO STUD CORNER)
'� DRYWALL CLIP �
2x6 BOTTOfV�
��TF DOU3LE 2x6 TOP
TWO STUD PLATe (AT �r. W,ALL)
CORNER ___ • I
� PREFERRED OPTION � i
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'� Opt�onal Details �Ilowin� �2sy
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EX.T. W.ALLS
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` I��T. PART�TIONS
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! Neader Details
LADDER BLOCK�D INTERSECTION ?,i 4x HF.ADER IN 6x WAL'_
INT�RIOR/EXT�RIOR WALL , � .-
RIGID DOUB E _xo
INTERSEGTIONS I�SU�ATiON' ��TOP P�T_
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2x6 STUD(ALiOU� I ON�STUD INTERSECTION: �
4`O°INSULATiOtv PREFERRED OPTION
NOTE:ACTUA!F1�AD[R SiZ=S TO 3E
3`fWEEn STUJ E CALCULATEC FROM LOADING�ONDITIONS.
SFi�ATH WG)
'RIGIC INSULATED�1EADE�S(R-i0)��UIRED
�xo;� . FOi�WTERMEJIATE AND ADVANC�D FP.AMIN;
WALL STUDS�
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INT.PAF�TITIONS � C�IP
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Sumner, WA 9bC�3 A'��� SEGTIONS I ���'��� . '
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,--[ SNEAR WALL SCNEDULE ]
[ ?/ I 6" WOOD STRUCTURAL PANEL w/ I Cd BOX (0, I 28" ]
' St1EAR WALL '�, EDGE ANChOR � BOTTOM �� I
SW# , Sf1EANING NAILING BOLTS � PLATE (IN
� [ThICK(SIDE)] ;(IN O.C.) (IN O.C.) O.C.)
I � 7/I 6" osb ( ! ) i I Od@6" 5/8'�@72° � I 6d@ I 6" � I 6d TN @ 8" O.C.
� 2 �� 7/ I 6" osb ( I ) �� I Od@6° 5/8"@64" I I 6d@ I 0" , A35@36" w/I 2-8d
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I ° � " 5i8"@40" I 6d @ 6" A3 5 GcJ 24" w/ I 2-8d
3 7/16 osb ( I ) IOd 4 I
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�' 4 '�, 7/I e osb ( I ) � I Od@3 � 5!8 @ I 6 � I 6d@5 I A35@ ! 8 w/ ! 2-8d� �
�� � � �% � 6'�� �s� ; I ) ! Od��2" 5%�°��� �" I 6d�����" j, =;35!�� ! 2" v�� � 2-8� �',
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� ! Gc���'�P�AL ��JO-E.� ,=�����" �o �,_'_ Sn_h��;�,'_!S) I
� � �.) FO� �l�T�D 5t1`AT11!NG PANrL� S�AC� NAILS @ ! 2 IN (305 MIVI) OC ALONG
�� INTERMEDiATC FRAMfNG MEMB��S.
B) BLOCK ALL PANEL �DGES \A!I i N MINIMUM 2X (5 I MMj BLOCKIN�. ��
C) A°PLY NAILING TO ALL �TUDS, TOP AND BOTTOM PLAi�5 AND BLOCKING.
D) FRAMING TO BE A MAXIMUM O� I 6 !N (6 I 0 MM) OC. j
E) FASTENERS Sf1ALL BE D�IVEN FWSN WITH SURrACE OF ShEATNING.
�) °ROVIDE 50'�ID BLOCKING UNDE� Tr1E SIIEAR WALLS AT Th� DI,APNRAvMS TO �
ACCOM�VIODATE Th� BOTTOM PLA-E ATTACNMENT.
� G) ANC�10R BOLTS-4- I/2" MiM. EM3�DMENT � F'C 3000 �SI (NO SPECIAL INSP) �
SPCCIAL NOTES FOR SNFAR WALLS (APPLYTO WALLS SPECIFICALLY NOTED)
I ) APA ?ATED 5I1EAT'�11NG EXP !/�XP2/EXT OR GC%C-D,�STRUCT II PLYWOOD.
2) PROVID� 3x'S (76 MM) AT ADJOINING PANEL EDG�S 1N/NAILS STA6GCRED. '
3) 1NALLS >0.6G KL� USE A MINIMUM OF A 3x SILL. FOR WALLS BE�WEEN 0.35 AND 0.60
l�,NCNO� BOLT SPACING �1AS BEEf�' D�CREASED BY I/2 (USE 2x).
4) ?ROVIDE MINIMUM 2-2x BLOCKING OR JOf5T5 BENEATh BOTTOM PLAI E V�i!TI1 BOTTOM
PLATE NAIL� STAGGE�ED.
5) rOR 2 SIDED St1EAR 1�iALLS PANE� JOINTS S�IALL BE OFFSET TO FALL ON DI�rCRENT
r=�AMING MCMBERS AND F�AMING St1ALL Br 3" NOMINAL O�ThICKER, AND NAILS ON EACh
SIDE SFIALL BE STAGGERFD.
NAILS MINIMUM DIAMET�R
6d COf�/ = O. I I 3 8d BOX = 0. I I 3"> I Od BOX = 0. I 28" I 6d BOX = C. i 35" �
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[ t10LDOWN SCNEDULr ] [ GR III SPECICS ]
�[ SIMPSON STRONG-TIC NOLDOWN ;
[ �IMPSON 2009 C^�TA�OG ] ,
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�OUNDATION LEVEL
HD �L MIN I� FASTCNER �� ANC110R CAP �
# i STUD TO STUD BOLT KIPS
I � ST'�iD8 (2) 2x II (24) I 6a --- i 2.2 I ;
2 � STh1D I 0 (2) 2x (28) I 6d j --- � 3.73
3 � ST��'1D I 4 i (2) 2x �' (38) I 6d �! --- � 5.03
4 � --�;1DQ�_ _� _ (3) 2x I (20) SD52 � SSTB28 � 6.65 �
_� ��� �Ni1DQ! �� �' 6?' � (24) SD52 S5T�2� ' 8.5 '
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�[ t10LDOV�/N SC�IEDULr � [ GR III SPECIES �
[ 51MPSON STROI�IG-TIE NOLDOIA�N ]
[ 51 M PSON_2009 CATALOG ]
FOUI�IDATION LEVEL
� 11D �� I N�IN �'� FASTENER TIC C,AP � �
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# ��� ��� STUD �� TO STUD � ROD � KIPS
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I CS I 8 (36") 2x � (I 8) I Od -- ���, I .37
2 � (2) CS20 (36") � i2) 2x i (I 4) I 0� ea � -- 2.06
3 (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 °a � -- i 3.4 I
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5 MSTG66 � (2) 2x � (32) I 6d ea �� -- i 5.�0
6 (2) MSTC52 � (2) 2x � (44) I 6d ea I -- 7.29
? (2) I��ST50 � (2) ?X ! (46) I 6d ea � --- 9.66
8 (2} MSTC66 (4) %x �� (32) I 6d ea '� -- �� I 0.99
NOLDOWN NOTES
G�N�RAL NOTES
A) MINIMUM CONCR�-T�COM?RE�SIV�ST�NGT�'��TO B`_25 K51 I
B? REF°RTO M4NJFACTURERS CATAL�CS rOR MINIMUM DISiANC[ FOL'NDATIOti CORN�R. ;���},�^�{ �.�,
C) R:.FcR TO MA'JU-ACrUR°PS CAT4LOv5 FOR MINIMUM BACKING M��M3�R SIZ�. ,�•� ���y����t�� �_.
D) A�C`10R BO���EMB�DM�NT D�PT"511ALL 3E P.MINIMUM OF I 5`WITt'A CJT VJ45��R ANC `� ` t �� .
NUT AT BOTTOM �„�v v��`,�� .
[i POSTS AT tiOLDOWN: 2x E dx ;38mm x AND 89mrr x) -k2 OR 3ETT=(Z � r,.� .
6x ; i 40mm x )--�'I OR 3�TT�R
F)Tti� ANCII�R TYP�110�_DCWNS AT OT`i�e L�V�5 7hAL FiA\%E A PAIR pNE A3�VE AND ON� �- v.�� '�`
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3����ON:TRI�D BYTFiREAD°D P.OD. . f �': . �'r: €� �'C:
G)L'S_Si F1D3RJ rOQ STtiDB,STi1D I pRJ�OR 5��`ID I G.AND STFiD i 4P.�=0R STI1D I 4 W!1ERE RII� � �.'"'� ;�j .
JOISTS AP.�INSiALL`�. �� .si� .'i
I)Tr�STJ�'FPS EN�K FOR ST�DS St14L!3F I 6o SINK�PS t\`�"" � fk';�,;,;,.;'���``
J)MINIMUM S-�M WALL TO B_e W!D�=0R ;-STORY 5UI'�.DINv�;8'V✓IDE rOR BUILDINGS �.�'s��� ;;�,,.-
� HAVING 2 OR MOP.c STORI�S. �"�"�" �
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8" for 2-story % � • 24" oc max for 24" h�gh walis �
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� ;; o a high walls
8d du lex nail, thru �' � � ";
p % a° g�-; 2x8 footin� form:
��� s�rap to form board � � � % � I 5" wide for 2-story ,
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i 5umner, WF.98093 � AND SEC`I IONS '
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