3357 Standard Details i I
( I
il
�
''��, COMP ��TIOK 5`il� '�._��\/ � 5r�
� �� '-�;'. o C�..5'1_ 71��. � N�4NJ � i UR�"'� h'� 4? �PU °°°r 2� 6� -- i
I � �� / KJO � Mll� AI� :r=._ .5 7 v�' "5. �
�. � / � —\ / 1NP.7"1 . 1'YJ� _ ✓I�. i
�� ��C..� :�I, �I �� : � % -. . ., I .. _ � I��..��- _, _,-_ �.�rilCll:S �
� r .�3_O� . . i l — � ,'�
' I�.�UL4TI0A PT F,-1 .�� i � V ��
�� � /�\ I I /�\_ i
y �, ��
� .�/ � ,, �,/_ ,, � �, ,� ��
. �G.:vi; _:�F. n-"-----"� � �I ��-=�z-- ��T-m------""',� �� �� . ��s_- i
I � PL4 _ _ivri r�� .�. . . ""`-�� /�.,_. -,-.
i �� x �I ._Y.? GN'E T" �a I
I �
� �
_ - , ..
I �s �_ LOOR �U P.�J_�
',. - � Vo i a�: '� �
x� rcng ��r�C i 0' � � NAIL� i J.LOOR i�iJ �° �PA�LV,=E
�j Jee o..rrox�c sci�,er f��oor II�.�,i Ai 4'101��PER NGIN �P u P_A�
i ��ecai� C P�20VIDc�3Y SJ°PLI�R '
� S�CONv FLOOR'-I�IG � �
I � '� . ., I
� - �- . .
�; � FI�ST=LOOP.PL4T�F1EIG�1T � / � � ��I 8"O°��N�o.FLOOR
- i; -�Li4S_-5 @ 24"oc
8[ i/2"7EAD°R � :
t1EIGh17T1'F.-- --i _�z"RIGID IbSU!_. %`� -• i
i � TYPICA'�_�XiERIOR WALLS: VINYL �
i i (outsiae)@ Y1�P.D°P.S ��
SIDING OV`R W�F,�7ER RESISTIV�
: INT°RIO�F WAL�: 2r4�'1.�_�'2
- I � See 3HP.RI�R(per 12C�703.2),OVER
�?UC�r I 6"O.C.B"_-ARING, Decad"�" ?/I 6"OS3 S`I�P.i 11WG,OVER 2x6
� `� 24"O.C. NON-B�ARING. r,.F.#2 STUDS @ I 6"O.C..WITti
I R-2! 3A'f71NSUW�ION.
R-30 BAi i5�
� SU9FLOOP,I1EIG�`i� 3/S'-EG OS3 SU5-FLOOR GLUED AND !
I�AILv TO FLOOR TRUSSES.SPAGIN6�
� = 3�MI� CLR. � r 4x I 0 3..4N . _ I�5 Ai L/SION°�P.FNGIN��RcC PLAN
-�����%��� � � � ��i���i �B"SU°PLI[R
� 'i��ili��i��i��i�i�i�1� � .. ,-; ... .:.-� .. _.. ..��, . . :� �.Ji��i�0i��i��i���i��i
'��n��������i���n���n�n�������;ti�i��n��i�nnn�%V��i�i��n�in�ii,✓i����ii ii ii ii�ri;ii r i i�i�i �,�g i i i� i i�i�i�iV�,�����
�������
%��i�T�i�i��i�i�����i����i�NNi���Ni�ii�����i��NT��T�i��TG����n����n�������n��ni��i���%��:��%��i�%�������������������������N�i
��✓i?/iVT✓; ✓,iT ii��iNTiJz�'JT/i�/i?�i?���Tli?�1T,���.�iT.�iU�y���ti>�<�, ��.�,��,��.�•���a�i.�i.�iT�i��/.��i.�%�������a�%�
g"W1D�FOUNDATIOK WALL � 6;NIL VAPOR�AI2RIER LAP I 2"UP EDGc-
k4BAR°,htORIZONTAL AT I 2"O.C.
�4 BA�,V�RTI�4L A-48"O.C.
�s w�i�e FouN��;Tion=ooriN�: �o�TYP. TWO STORY
`"°R'z°ti''^'_"4�APS. " BUILDING SECTION
3"A3�V�SOIL
i ������,r� � �� ..
��s';� �k-..'A�7�� ��r
T'=°Py ���^-�.�yy� r , ��� .
, � � ��
[�_� � ��.� ,�. �
�. ��.. �. � =�
� �
� y ��
� � ��-. ��:
tp � :�t�w
, �
f,�" r��:.:;�°. �;�
,... �,�.� ��.
_ - '°��c�:��t-'�
�: _� �. _�
P ___ �- ...r :._
d )
:.S
, ,
i .,.`.;---__......_..
The Peopies Bu�lder LLC � `���---- ' �
i � 25 57�n 5� �, �� :�I'�NDARD DLTAILS �
I
� Sumner, WA 98Ca3 �N� �JE�I I�N� � I
�
' I
� Viny; siding over 7/1 6"�SE E wea�her �
resistive barrier per IRC fZ703.2.
2x h.r. #2 stud framina @ I 6" c.c.
R-2 I msulacion, typ. Sf1EAR CON�ECTIO�:
�
5t1�AR PAN=L CDGE NAILWG shear wall scnedule I 6c Nau: iyc. (plate io nmj
p�� per Shear V��all Schedule
PAN�L SPLIGE: All panel edges to have si4 osa re�suaF�oo�,��u�p e
mmimum 2x backina ior ed9e naiimg � �NAILEv
FILLER PANCL I Od @ I 2°typ, �
' except:I Od @ 6"for SW4, SW5 TJ� SPA��D PER
�NGINErR�D
#4 bar horizontaL ' PIAN IN FIELD
�
Loc. within f 2" or top of v✓all
�� z ��-Pressure ireated 2x sill
� FIN!S!1 GRAD� •
°� 5/8"x I 0'� A.B. @ 72"o.c. (Or pe�shear wall
?�°bar to be Grade 60 � �/j\�/j\�/j�/ju��/j��/ .: sGhEduie)nat-ie55 than 7 bolt diameters � not
�� i pe�~ IRC 40�.i.2.3.7.I � %j�/i��/j���j�/j��/��/-. mo-e than �2"from n�as.e enc:; 7"min. embedment
� �A%����/���/�` � �
�� �� �e!srr,�c Des�an � ���i�����i�%/ or,-�.6 , use�>:�>� I i4�� gai��. plate washe�per�R�
� � Ga-eao-,- � � �c��` � �������j ; � . : 602 I . i
�� i� ���� � I
, �. �c> �G � P.I�'-� � �,o.
. \�^ i ���'\�7���j\�\/ �� w.�i. ..°. �_, �J.r i . �.��� � .n- `.. �:
�a� �
I ,, %.t ,ain� � �so�v
� �� -: � ���� ,- I�^�i� . BL���:`JI���L'_�� Iv, �. _NC _� ��
-
- -, , � � �
�r �T , -
� �� �
J
� � I -�:.�v � � ���i i �
, �
� � �n� ��. . �. ��_�,� ��n��
� -i �- - � - ',
�����
'� ✓'rn�'� � - =STORY �
''� `—i2i r4 by�.= ��NT '
FDN DETAIL FOUNDATION WALL i
�, C ;
U
AT FRAME FLOOR
� _ _
I �3/4" OSB T&G SUBFLOOR, �I
� ����,�� �,� GLUED & NAILED I
+�,"'��x �i�;�'���>���',�, / �TJI SPACED PER
�«�+`; '„"`�' r� ��',r,y'��r / ENGINEERED PLAN IN FIELD
_,� �
,"� �' � —4x10 DF B�AM TYP.
� • �
3
�� „�Y;- �a :ti � / � 16" 2x GUSSET
.� 4 �
I �h �,;°£a' Y ��.,�+4�T° / / /,
� fil
��x}�����- /
/� /I
_
n
' o J 4x4 P�ST � 1 STC TRUSS j
�z �-"jl', i�� � CLIP , P�ebar to be Grade 60
�''� per IRC 404.I .2.3.7.I
��� '� � ' in Se�smic Des�gr�
N �a -'- • `. . . . 5 .•.
i ° "` � ^� � Category D
������������������%������������������������������������������������������������i��/����i
i��i��i��i��i��i��i��i��i�i�i��i��i��i��,��i��i��i��i��i� ��/i�����i��,
i���i��i��i��i��i��i�� � �i��i��i)�i��i��i��i��i���� ����i��i�;i�
�������������������'���������'������%��i����`��i�%`�i���i`�`i�`i�`i���i
����;�����i������i�,i��;�������������������!��!��!��i�i���.�!�i�i
�,//�!i/i/�, N OTE:
24"STD PIER
' 6 MIL. BLACK VISQUEEN, � 30� PozNT�oa.�PteR 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.
I �FDN DETAIL ��AM TO PIER
`� PAD DETAIL '
I — p
; i h� � Poples Bui�der LLC �
; i i 25 5?�h st �; #� S i ANDARD DETAILS �� �
� S�mner, WA 98C93 I /�ND SCCTI���`'j � I j
� � i I
� Rebar to be Grade 60 ;
R-Z?PEP.ENERGY
Rebar to be Grade 60 ca�c�s per IR�404.I_2.3.?.I
pe- IRC 404. I.2.3.7.I � i/z"G.w.s. ' in Seismic Design �
m Seismic Design � Category �7
i ' Cate o D 1/`^�wB,
g ry GARAGE SIDE �
TJI:INSTqLL PER ENGINEERED
PLANS IN FIELD
E�,?ERIOR WALL PER PLAN RIM JOIST
�I �
GARAGE
5/8°x10"A.B.@ 72"O,C. il I � R-30 BATT INSULA7ION
! MAX.OR P.S NOTED;W/ PRESSURE TREATED j
3"x3"xi/4"GALV.PLATE—� I /`—Zx SILL PLATE = 5/8"x10"A.B.@
c
WASHERS i / � 72"OC MAX;OR � —�
�' �- � AS NOTED �- �� —i\pRESSURE TREATED SILL,
.. r4 BAR HORiZONTAL:* �, �i. �
� LOG WITHIN �2"-.OF-TOP-Or WALL � ! i • 3"x3"xl/4"GALV PLATE WASHcRSI
'I � I�� I 4"CONC.SLAB w/ 6
I I ?"SLOPE TO FRONT I � �4 BAR HORIZONTAL:*
4'THICK CONC, '�'— � `"�� LOC.WITHLN 12"OF TOP
I' � �� ' xiv OF WALL
� CON P T�6 ABOV'�RAD�- .� SLAo I �� . p',L ',
. � �,cl��i�!„!;� . :� I� . -, „ 1 y ����,����i �.�'�i .' ..��. ! °-i�
4 oV S�ID v:' �� .' . . �. �I � �..,»����� � ��� ���.k . I ¢.
j - ;'DOWItS� �� S V � �i.,�� � ����i ii� � 6 MIL B:A�Y �.
� - ` �� . �—..�4 VE�TI A_HOOK SAR: � ��� � i. �� VISQU���: �_A� ��.
'_ i � ,y,5: . .
� _ � � i�t; �� S' WA��_ 4P'OC �i ��_.�°'� � �
� �=.-, �� "-� �, �t L ^.;ICA' HOOK��rY2 ��- . � � �2 (d�S_AM� �
TCTIE IhT,:�ONT.��G - �- � i,
S�WA�L aS"^
,, �� ' � �, 4_, i.�. �' BAR T�T-INTO�ONT.r�$� " . " ,
� �
� � �� � � �� I
�. ..c�a; . ,�,�. �. � .. .. . . .,
iT; .,�;-E'�25TO��Y �����) ,-`4 E4P.S ��s�i`���`�i?;����JJ�S������ I
�0�'T. � i ���\ ��>`„� /�'%" �
' FOC�TIN'u DRAIA �„2 STORY ' �� 8'2 STORY � �\
W/rILTcR MEDIA �. � } I i �
'��, IFREQUIRcD ' �� 15"2 STORY `-�Zi�G gARS CONT.
I
I �
FOUND. DETAILY �
i � FOUNDATIONWA��@ FOUND. DETAIL
� ____ coNCRErE sua � GARAGE TO
� HOUSE
� I H STAIR & HANDRAIL DETAIL
i -
' PER: IRC 311J
� 1"BAFFLE FOR VENTILA7ION—, I C�
� I�I
I COMPOSITION ROOF �\ O �G
I SHINGLES OVER 15�FELT, \ � �I�LF
OVeR 7/16"C56 SHEATHING -� �� E
\ w
ROOF SHEATHING TO �
PERIMETER BLOCK NAILING: �
j Sd COMMON @ 6"O.C.� �� (R-49) �
INSULATION �
2x VENTED �� ��
I
WOOD BLKG. � � � HANDRAIL(TO BE
�, �, � ENGINEERED ROOF �� ��ON RIGHT SIDE
'�. CONT.ALUM. \ , 'i TRUSSES @ 24"O.C. " � � ASCENDING)
GUITER�'� �/ PER PLAN �. �
� � � 10"..MIN. �
(TREqp) �
� I H-1 CLIP @ EVERY m ,
� TRUSS
PRIMED WHITEJ 12'iyp. ,� �
WOOD TRIM 1/2"GWB WITH ��--�c�
VAPOR BARRIER I'�
RIMER) m 3/4"MIN.
. (LOW-PERM P I� -1/4"MAX.
(NOSING)
1/2"SHEETROCK WHEN � �
� TYPICAL EXTERIOR WALLS: VINYL SIDING OVER OPEN BELOW STAIRS.-/ I Profile oitreac
� VUEATHER RESISfIVE BARRIER(per IRC R703.2), to comply with
IRC R311,5.3.3
OVER 7/16"OSB SHEATHING,OVER 2xo H.F.�2
STUDS @ 16"O.C.,WiTH R-21 BATT INSULATION.
i
�,ROOF FRAMING ������ ��
r
� ����t���-� {.��
�,•
��� ���r
�: .� ..�
�� >
� � i
i The Peonles Bu�i�er LLC t � :� � -�� �- �
' S i ANDARD D�T;�II� � "'� "�''�� '�� (1�
i ! 25 57tr: s� �. #D -� � ��;� , ,��
; r 'e`+..r;.` I
jum-=�, V�A 9809� � AND SFCTIONS I �� '�� = �.. « �
f{>�, ��
i ' � "�t,��''�,>- i
i
NOTE: HOLD NON-P.T.
MATERIAL UP FROM CONCRc I'E TOENAIL w/2-8d COMMON
q"&HOLD WHITE WOOD TRIM N��,(16"O.C.)
'� \ APPROX a"UP FROM CONCRET"c 2x BLOCKING
� ENGINEERED MONO—TRUSS ��
� � �;; PC44 POST i 0 ��i6��os.s. � �
;;' BEAM TYP.
� 8d @ 6"O.C. � I
� ` _____-1 x4 WHfTEW00D �� 1
DGER w/2-16tl #
� II II � N0.IL5 INTO SiUDS OR�
i , RIM @ 16"oc.
\ ]OIST
�I' I I
�, �I� WRAP 4x4 WITN � /i
,
, ���� � �, � ��[��� W�J���W��� �� � � � SIMPSONW-24HANGER,�p. �
� I�� I�� �RONT AIvD �A�K ,AfJD �xa�oc'r.iN� , I
, i� � w�ie� , �
�� 1 r.4 Of�i SI'���� roeNal��o I �
� � , �
� „��� ;i lii�p� �� � � �! !
Ii
��
� —,n r- �
� —
� l ��!N �NKHr -x� IN —� .-� � � ��
, ;a u ., � i
: �
5 a� �� �_� �N.,� i
r�
�I������ �III ��=:�?N I �'�'�� �;�'��� r�.� � no- na --� �,,� '
,
���� �X4 v�i Ji�J-j � � ���� ,
I ' �' � �
I �,,� I ���I �/�� � w������--w����� � ��� �� � '
' ,'�, � �
� ABA44 4x4 PCST ��
. . . . B��E (A�A�6 4X�;' PORCH TO HOUSE WALL CONNECTION �I
� . _ . � HH
� . � N.T.S. �
.
.
.
• .
. ' _ _ __ Optional Covered Porch per Plan
����� STD PORCH POST DETAIL �
^ N.T.S.
i !
� I
I I
I
I �DRYWALL FIREPLACE DETAIL , i
' � (OPTIONAL) '"''^�''�` F�
' : GYPSUM WALLBOARD ���
' OVER 7/16"OSB ON 2x4 - ,,.yr�
FRAMED SHELF @ 51"
IABOVE SUB-FLOOR ��,
� �
� ��� a, L�;' -
� �, I
� 2x4 FIREPLACE WALL � I I �
i '� FRAMING TYP. �
I 36-I'2"
i —�
I
-
- � �
^' R.O. Wiath
I v — —
12x12 TIL_SURROUND �
I
I
I .I I
I � 5�_6� �
I
� � „ Length of face wall
CENTER FIREPLACE
� I � \ � IN 45°2x4 WALL i
i �
�
\ ���������,� �'
- —ROUGH OPENING FOR F.F.36-1J2"wide �" ������#f �
x 36-3/4"high(V�RI'rY MFR.R.O.) �e.��,�_� �W�� ��
I � . �� ���� �
. � .,. . . .. �
i � � �� �
The Peoples Bu�lder LLC � ���'� � '� , �
i i 2� ��-n s� �. �� ! 5�ANDA�D D�TAILS � �,��` :����� ��--�',��''� �/j '
� Sumner, WA 9.�3�93 ,�N� �EC I ��.��J ""�������,;�� �� I
i '
�
DO NOT INSTALL CEILING ;
DRYWALL FASiENERS GLOS�R !
THAN I 6"TO WALLS �
TIZUSSES - �
� \
I �-�-I 6" � I 6"---� �
�
� f FASTENERS � ASTENERS
� I
2� GAUGE I.5"x I.5"
i ,f�4�� � C y� L-METAL CONTINUOUS
I / � �
i �
I I � "FLOATING"�EILINo°AN°L EDG°5 ,
� � i
�� �� � WILL ALLON�TRUSS MOVEM°NT i
� `?.j�`�NE°.�—� N� � ',li A WIOUT DRYWH'_CP.AGKINo. '
=A5 i R�=RS °r.ST�N_°P,5 ,
h I `
I1� ,' _i N °AN
I`,`i � '� �5"v��� '
i�+�' P4N ��viA"B° �
\I '
rP,�r-,-_IV� L i:1 b\�A�l
;�.P)
'�, � ��'� / SIM?SOiv — �
� �
/ SG GLIP � �`�
\ /----- f ro� _
—^—.----
� � � �� �
� TY�ical Drywal/ Ceilin9 Detail: � / \ \�
�/ Best Practice Method for Avoidmg / �
FASTENERS� \ � F =
Ceiling Damage due to Truss Upiift FAST_N�RS
� ��
I 4 I'
25 GAU6E I.5"x 1.5" �
L-M�TAL CONTINUOUS I
I I
i
2x6 Jpper Floor Stud VVaI! �
' Bottom Plaie Connection
' / p°r Shear VVall Schedule
� �/
� 3/4" T�G Subfioor
�- 7/I 6" OSB, nail per shea�
��i!iiilii��i %l'��"i�i�i�-�ii�i%�-
� ~ panel above
,�
� �� � � 2x4 Continuous Ribbon
� , ���� ��ti�: Blocks, inset into FloorTruss
/ �� � - � .
�!" �� � flush @ top and bottom
� , ��.
;/�!'' — j ~�� � i
/i" ' �2x6 �tronqbacks �
/,' � @ I O' oc, (3) I Od Nails m face of eacn
OPTIONAL �� ribbon block, typ
''/%' —%r'�%i%%/--� -�r-1—i%�i�—%i'/,/i%��i'� �j�—i �
�o� plate connection per
shear wall schedule
OWeb Truss Detail:
�� Second Floor I 8"Trusses ���£��'� �,,�j`�
G. �..1�isl �*{� .
���� �y`��
I 2x6 Main Floor Stuci W'all �`.� �=��'
� � -�.
�.:� � -�.
� }'� � ���' i
', i he Peo�les Builcier LLC j ! �� �� � ,_� .
' � ! 2� 57�r st �; �� S i,ANDAfZD DCTAILS I ��� '�.�,�������' ��
s��,r����, v,�a 9:�0°� � AND SECTIOI�'S � �`���.:��>�� �
i
i �
Dimensions: Archway at Living Room
9-1/2" at top-center
18�� at springlines-sides (Optional: Applicable only if shown on floor pfan)
N �� �//� �%�/jj���j j/�j�� � ��� ��� �.
��/ ��/��'�// //%%% /i �� j/� � �
j�',��j i,�//�' � � i� // ; ,' i
, ! �% ��
� � ,,� � �
� �.�� —� � � , Open
�!,ii -- --- ';i
i�i/ � ��j�, /
' i, i � / i�
' �� �i , �
, � �;
�� .�� I��� �� ! ��� /,� �
, ; ;r ,
, = � � , ..%
�� �� ��.
� ���. ; �� � ) �
I l _ /
; ,;> � i j 2 wall @ 40" �
, � \ � I
� �� � i
, ;
� �% � �, � ;�
/; �� -;i �—
' ;"'� %i
�
,, , ,
� �-,��
, //�, I� --- ,,j
� � � �;�
',% ' �i
/ 3,�_��, ii
� �,�, ��
�, ; �; ,
� ; �- „
�,�j% ��,,
%, � !i
�ARCHWAY DETAIL
� �
7/16" 05B Skin, ripped
� Z x 8 Centered to approx. 7-1/2"
' On Post (Nail to 2x8's @ 12"oc)
� 2 x 4 studding �I,
@ 16'bC� ��
<
--�
� I I , i
i / iv w v
--�
7/16" OSB Skin
I � n�ox.
L4 x 4 Bearing �-�i2"
centerPost �ARCHWAY SECTION
�
��
�,����.�'�f �J.
"�- s} ��:��Z�� �� '
'` ` `��`
�•r.,4" � '.�, ^y
•� ,., �'�
i: � �'.�
l�
� �r� �� � ��:
�..'�'
��`:r'�' _.��. � i
! I ne PPonles Builder LLC I �`�'��'��'�`��
i � 25 5�th st c: �� ' S�ANDARD DETAILS I ��
� Sumner, vvti 9�OG3 AND S�C I IONS ;
�
I
I
i I
K
' NOTE: °LAN 'r1A5 BEEN DESIGNED TO ALLOW FOR
A MAXIMUM PONYWALL `1cIGf1T OF 8' WIT� (NO
iO°CNINGS). °ONY WALLS OVER 8' R�QUf�E - --- -- -- -
�
ADDITIONAL ENGINEERING.
i '
�, I
vc'���t�O��T!N� ,.��—O� �'�° �~ M�Jr.�`HHN 8'. I
� °Ov'I�7- . � 'J^.. I',��1/�� I I� �7- ���� ��
' r�/�'fv.=�-�C.11 �IC� �-"� � °1'ti �„ :'J'�vII�tL7�� �
! N�i'_S I
�
'� � � ?RD�'��:�= M��`6C' ��=T1M��=!�i °���Y' ���
I V�,��, F,�O" ' ��N FO'J��DF��IOPJ
I
', � � �� �II � li: �1��_✓����; ,7 � _��. �
I!� i
2 I Mm.
�
I,
iI
' 2X SILL PLATE �I i I I (2j 2X PiAiF ''.'`✓ . . .. �I
I I � "'"„o'� � _ PONY WALL FRP,MIN6 AND
,�
. ..e..... .
�
`I ,� � � �� Sh1EAP NAILING TO MATCII WALL
�'�a -PAMING ABOV_.
I `� ° � a a ` ` 'I �
I /�/�/ , =X o la?` _ "� ;� 70LDOWN SPECI�`IED
\ \ \ \�
/�//��//��/, -,���\/ ° ° 'd�___, o� `� `�— P�R PLAN. �
\j\\j\\j \j�\j, �° ° \-`� �'i';-z
'�//�// /r�X� �< �s I ` �----`---
'\�//��/\�j/'�\/e � � °` � �
4'-0" MAX. BACKFILL �////�j�//�//// //%/ , a �� � °
W/O ADD ITIO NAL �A��A��V��V��V��V��V� ° ` ° °�
// //�//�//�//�//�//,
DES I GN. ��\��\jAA%��%��i��%i� � ° � �
� �/�\��\\�\\�/�\/�\� \\ \���TT\ �7\-r� �
\/\\!/\\%/\\%/\%/\\\///\j\%/\\%/\%/\//\\\/// i
\��j���/� /��
� I
STEP FOOTING DETAIL ,
�`- SCALE: 1/2" = 1'-0"
��->�,��� ��
��`�,��,`� €���;����,�,��� -
"X"��,�.
�;r
f° �� u*
. l �� ;,r: 'rc�,'Y t'�'.
�£ � �;��
}�� 4
���z ���,��iM.M��yK3.�� '
. C.�3 �r"� I
� gr�'��X�,✓
��
l
I i hP �eo;�les 5uilder LLC I
i ; i 25 �7�n st �, �� i S i AIJDA�D D�TAILS � / ��
Sumner. N'A 980�3 i'�N� ���! I�N�J j ��f
� � i I �
il
I
7L 6-�" ----�
Depth of �rorii Porch �
(varie= ner plan)
� ----
Nervastrol flashing
(or equap to protec wood framing
� - Lap 6"above, below, and sides
I �
' '------------------------------------_---__-__---_____ Top o*threshold = (I-I/2"above OSB subfloor)
Ton of door �
tnr= y Q'��" - _ . _ _ ------------ a or or^h/ atio: Set "
'3-I/ zeave I , `� I� �I II�� II II� li II_I'�I �� � for p 7-3/4"r�ser measured above foundation stemwall
, ..Sh0�0 IS �� _ �- � � 7-I�2'
I
_ maximurn Trom top of threshold.
\ _
� the s�„-�wall `II�I Ili �� iu � II I li II
I I' Step,typ. (max 7-314' r;ser)
_ �. � �� l i� i -i:-n i ��� � _
, k�i ':
�'��OM°Ai.TED �I L'i II�_�
� � � i'I� -- II ' i,=� i�l Il�i �i �iT� �i i , _� i � i i��_ -'� I
_ _ -- '- 'I ii� i -1 -�-= - - -
� . r = i 'i, _ " _= _- _
- - - - ,
_
__
-
---- - - _ _ - -
- - -
- - - -
-
- - - - -
-
,
�
_
-
� , .- �� _ . _
- �n�ck°n< . o .., , � �
� , � o
d eu-
� se _ �
. .0 �� ' n
. . �
T �ca I r .._, ���,� ���n� n, n
� a
onz
Y� - �
' �orcn Detail '
�
,
,,
Landm s ouor�hresholdL�I�noalahe�ghtlo Iponghdoobt 5bi/2naboe� down
_ _9- t
trom ,.o e �he
concrete stemwall. Nervasirol flashing must be installed �^ior to settinq the
rorms for fla�work, with 6" mimmum overlaps on eacn side, top> and bottom.
� ,
i
� 3-2 --�
Deptn or'
typicalrear
porch landirg �
� Nervastrol flashing
� (or eoual)zo protect wood framing
Iiap e"above, below; and sides
� �
� ' _ --------------__---_--_-______ Top o{threshold = (I-i/2"above CSB subfloor;
Top of door
tnreshold ;s 9' ��� f Top of porch/patio: Sei @ 5-I/2"above foundation stemwall for
i_.
maximum 7-3/4"riser measured from top of ihresnold..
i I 3-I j4' above -11 II� II� II I
III III II��_�I i �� - I �"Step(max 7-3/4"riser)
the scemwall I I� II' I� II �
II' -IIJ1�=11ri1 il-II II li, II I! Ili II ,I II
i n n n n ii i ii
I. � -� I� I i �I I I I I,-I I I I
I III�OMPACTED Fli L I �I I! II I� II II Ili i„�
i i� ii u ii i li il II' il, ii 11=1i II
II�I II Il--il II� I II II il' il I� II I II: i'll�
li i� �II I� II' II I � il �-il II il'=il II� „}�.�*�j^
:k�ii�ll,��lli-lli ilii'I�i�ll�illll'� II���I��II��I�II� II��,� ���3 ���
�,i,���l�.hrt�����
c�`x.,�' ���
Typ i ca I f�ea r .� �� z-��-
� ,�
i ��
P r �� �`�,�
i o ch Deta i f .�� .�� ��:�
� , ��r
t„�a;�� �.°^� �
i <rf�#���i ���: �
�he Peopies 6uilder LLC
� � 25 ���n s� �, �� � S�ANDARD Dr�AILS � � �Q
i Sumner, '��A 98093 I AND S�C I iO�I� i I E�
�
i
i �
IR-2 i PER EN�RGY
CALCS
I/2"G.W.B.
5/8"7YPE X 6WB,
GARAGE SIDE �
TJI: INSTALL PER ENGINE�RED
PLANS IN FIELD
RIM JOIST
�
�
� �
? � R-30 BA�'- INSULATION
�
������
' = 5/8"x I O"A.3.@
� ?2" OC MAX; OR j ' ' ��
cv �_R S`I�A�D-.AIL -� 'j ' j -� r.°_�SU��-R� �C 5;'_'�, '
I• I >;�'>.� 4 A'-_\ �; �1N 5`1�P5
i' 4" �.��Ji.. S'��5 0 �'�ez �o,v�. � � __ - -
, ° � :74r-`7�7K;_J!��:ti�.' I
�����������j�����%�������%� ��� � L�... Ue'i��i� �" 0=i OP '
�i ��i���i��� �%����i���� �� '� i�
� .� �i°V�'A--
I ��i% ���i i�� ����i��i�i i��i i���� �
� � � � ���
, :i'����� ���� �������%�� '���` �'�_��� `'��
�
�� �������������������������������!�����i��� � c�; �o �a-a� �s�mv� ;i �s_zck�c �� ��
������������!�%�%�����%�� ����!�, � cvl_ �� n��qr..r tra- �4 ouc i �har 4g'�� ��
� �,���� �� � �����i y � . .�
��� � �%�i�������������.�,��,��i��� �i� I >"�� � o='�a ti-ri!I: Frovide �a'#�� Ke�a�- �
,�`i����;��i��i�������i��i:���i�ii�r�������i ; I �� � I
�� i�iT � � � ��� �� � � • � �o�elsin�oga�ages'ab @ 24"oc. � I�
i\/\��\/�\/\�\�/�j�//��\/\\/\%��/�//� °� �I�
��;;y���;�������!���%��!���y%��%��������%%�� ,' �� ��
����%����i�!i��!����������! � 6 MIL BLAGK '
� �j�O��j�G,�� ' _ - � VlSQU��N:�iAP _
���T�/�i��i
�4 �ERTICAL IiODKBy,����������; o r--I 2" @ S�AMS
ii�ii=, • • � -�c 1
8"�VALL-48" O.C.��������/�i I ' �
� 6"WALL-48 O C.�ii�����ii : .� � ` � � 7 2 story �
TO TI� WTO COI�T rTG% ' ��/ �
��,���j.;�, `� ' ''� f Rebar to be Grade 60 ,
� ���`�� � ����� `�� �� ����������� ��� ��������,,,���' , I
�%i;`���`�i i�% ��`i��%��i����`���`���i�;��'���������������;���;�`i�.i.i„��i pe r I RC 404. I .2.3.7. I
�i���� _ � ����,.�%, ' i
�� ^ ��� in Seismic Des�gn
I 8� it 2 s�o,ry �I
Category D ,
I 5"�f 2 storv (2)#4 BARS �ONT.
6" stemwalis
!2"rootinas
for I story '
FOUND. DETAIL GARAGE TO
T HDUSE
(n.t.s.)
TALL GAf�AGE STEMWALLS
(O�t�onal per S �te Cond �tions)
��,�r.r� ��; �
� ���_� �z�r����
�. -�
� �'� ,� � ,�-�.
{���� I
�. ;�. ,��
�
� ' �
The Peoples Builder LLC � �' Y� � , ���' '
STANDAr�D DETAILS � �°'� R'�' `�' ��
i I 25 57�r S� �. #D sy � ;�.�= �:��
t��� ��-.,,..
Sumn�r, Wy 98093 AND SEG I IONS ��3t?'�nt ��
� � i
; I
�
Place RooF vents on lower ��
' portion of roo'at 3'-D"away �
from end of overhang
Overhangs to be One-HOUr
Rated as req'd due to offset�,�
�
2 Layers 7ype"X" ��1
Pro e Gyp.Sheathing, �
Line finish per Architect :_�
� . ..................................................�...
i r�� � V � �
IOn=Hour Rated Where<S-0" � � \� e��TYPP"X°
._. . , ..��� Gypsum �
��''� �
i ' 8"Type "X' Gypsum Sheathing zs f�F �— Soli�rtim�oist
requi�ed ove-16° OSB sneathinc. ����� ` / �-- r Type 'x^�ypsum
Nail th2 Gyp Sheathing oer �r'��'= � � sheathin5 at]o�ut
� �YPsum Assoc. Pile �WP 8105 ���` � .�' Cavi�y
�
-- – –
except incr�ase nail iena:r�,t. �� i
��
?_1�2^ . �� i
� � �;%� 11-7/8" I-loists, typ. �
ii ; Sh=_athln�Spiice �
�\ � �
I �—���--
��. �, Exterio:Flnisn not shown�or dariiy �� �� �'�
� �
i : ��,� E„7YPe��X"Gypsum i
Moismre Barrier over �----�
i Gypsum Sheathing �I . 2x6 Studs at 16"OC,typical I
�; ��1� I
I Bottom Pfate Nailing • i��� Interior Nailinq per Gypsum Assoc. �
. per S.W'.Schedule ����— Fle#WP-8105 or equival=nt
i Sheathing Edges and Fieid per �� � So�d Ri e,XSG � '
� I Shear Wail Schedule: (6" �: ��� a YP yFsurn i,
Ed i N sheathing at Joisi Cavity I
ges,12"field U.�.O.
)
� "_ I
. .
I Rim JoistToe-Nailing per� � F y � � ��
i
i n,au��g s�ned��e ,f\(\��,/y%�9-1/2° I-Joists, typ. �
6A;=1LE#V✓°81 0�specs vsina: �
Gyn Wallooard
Gyp Sneathing
Wood S:uds
' ;�tenor Side:One layer 48"wide , NOTE: No openings or penetrations
e"Tyoe^x"gypsum sneathing — , — are allowed when property offset is
applied parellel(vertical)eo zx4 _� I I less than 3'-0". If offset is less than
wood studs witn i-3ia^yaiv. —I � I—: � I— 5', openings shall comply with IRC
roofiog rails,4"o.c.@ vertical R302.1 and penetratiOns Shall
' joints and 7"o.c.at intermediate ��—I � �!,— i_I ;I i j
studs and top&bottom plates. —j i i ;_ i comply with IRC R317.3
]oints of gypsum may be left i I � '�
untreated.Eaterior dadding to 6e ' � ' ��—i
attached thru studs. I I � i i —I ,; I � �
Inienor Side: On2 IdyB�e"TypB , I I i ' � �� �
"X"gypsum wallboartl,water — — I �' I �
resis.ant gypsum backing board . — —�' I I—I I : I I ;— I I:—I I �—
appiied parallei or at right angles � '�� — � —� =i r
to studs with 6d coated nails, I �_� '_ I_I � _ I —I I
1-7 8"lon OA� �„ � � � ' � � � ' � , � , � � -
/ g, �15shank,q ' ' ' ' ' �
heacs,@ 7"o.c.
' Exter�or One-hour f�ated Wall Section
(Eave Overhang Deta�l)
�������� ��
��_ � �.��x,,� �,�
�
� �r���' �-
� ~ ���
� -�:
I . I �, i f � l+e" I
The Peoples Builder I LC �; .. r -� �`��`�,, _�
_ -, I STAN DA�D D�TAI LS � '�`� �"' �
I i 2� 57ih S� E, #:. � � D �O
� Sum�� . ��'q 98'�93 I ,�ND `�JFC I �ONS ��'�it>�n;��
I I I
. Maximum Outfook=r spacing �.�....�...�.��.�....��`'"�.°�. : ..,',,� 8f9TYP�sX @ 24"O.C. I
I 24"O.C. � {
� Gypsum
(2)Layers Type"X"Gyp � ; i II 16d nailing @ 6"O.C.
Sheathing ' : i �
; �- Flat lx4 bracing @ 48"
J °' ° L�__I I _ or per truss mfg spec
Property / ° � i -------' ---
Line Sheath Gable End with OSB and —/ �
attach at edges with 8d @ o""O.C. :: .........................:,....,.....
! typical. Sheath both sides of aable !
truss with$"Type"X"Gypsum ,:� - � �)
� Sheathing �
{
One Hour RateC Where<5'-0" - g"Typ2"X��
-�1'�� �YPsum
'�
� 8"Type "X" Gypsum Sheathing as "`'�� � solid Rim�ois�
�s�'�:
required over 16° �SB sheathing. ���f�'{' � , ��"Type°x°cyosum �
NBiI th2 Gyp Sh2Bthl�g D2r '���' � sheathing a[7oist
Gypsum Assoc. file =W�a1C5 -� ca�i:y
ex�ept increase nail feng*i� to
i 2-li'" r"
'� � %� �� 1 i-7;8° I-Joists, typ. �'
�� '� Sneathinc 7oilce ��� ��
--� I� :
_
� �.� �
1�� .-..,,.--...__�' �,
� Exterior Fi�isr.no°shown for ciarity V� �
�;
-
- - e,�YPe��X„�yosum ��
. , '.',, r /_ i
'�� Noisture 6arrier over —� �� �
. Gyosum Sneathing ��.,5 .� � Zx6 Stud>at 16"OC,typi�al
� ��'��. ;
I Bottom Plate Naifino �'?� � Interior Nailing per Gypsum Assoc.
� y ���'3 File�WP-8105 or e uivalent
I per S.W.Scnzdule � �{., q
, �j�
,�'{ �— Solid Rim Joist
� Sheathing Edges and Field ���� b"Type"X"Gypsum ,
per Shear Wall Scnedule: ��I` °' �sheathino a:Joist Cavity
I (6"Edges, 12"fleid U.N.O.)
I Rlm Jois±Toe-Nailing per � � F � f V, � Y �
Nailing schedule �� ' `� �����!�����9-1�2" T-JOIStS� typ. �
�'
• NOTE: No openings or penetratio�s
� are allowed when property offset is �
—� less than 3'-0". If offset is less than
—� I I—I i I—I �i I i� 5', openings snall comply with IRC
I— i _ i i= i . R302.1 and penetrations shall
�, , _ ,_ comply with IRC R317.3
-j � �_-I I� � ,
-
� �-I� .
-I � �- I ���' •
' — I =j =' �-;`�-�;—I —' —
_— � I;I I '�—I i —I � —
� — ' — �— —' ' I— ' '
� —I
I I
i
� �
I I i � I—i I I I I —
, � , , , � I i I
Exterior �ne-Nour �ated Wall Section
� (Gabl e End deta�l) ,
������� ��
��,���:�:�����,���
-.�
��� �,, `��,`�.�r
v -� ,�' ���r
i -"� � ;;���`
2 ">,
The Peonles Builder �LC �,��f`�x,.���;�'�
I ' STANDARD D_TA�LS z� �" �� '
� � �� 5�zh s� �, �� ��������. D 1 � ;
S�mre-, v�,�A :����3 � AND SEC I ION� I
, i � �
When z qable side has roof overhangs extendino {Gabl e End detail)
less ihan 5$bui more than 2 fi irom ine �ne'oss uoorsneam��y
� Mfr Trusses
propercy line: one-hour rated cons�ruccion is Maxlmum Outlooker spann ; i�,-~� c za°o.c.
not reauirea if tnere are no aable ven:s meecmg
Z�„o.c. �, �,
200°✓ I RC Table R302.I, =ootnoie"b". No�abie„e„u anowea I li iaa�an�oy c e°o.c.
I ��� Fla[lx4 bracino @ 48"
L�__ �I or per Vuss mfg spet
Sheath Gable End wiN O56 and / �'�-- ---- - y=____
attach at edoes with Bd @ 6"O.C.
' tVPical. .'......" ".....,... ..
Exterior Finish
not shown for �
C I a r��y Place Roof venis on lower �
portion of roof at 3'-0"away
i j
fromenaotovemana .�-. -._---------_. . .
i
' soird sio�s �� When ar� eave o� roof overnzna exter�ds less than ��
Nove�� � i �- m� „an ��� rroT �n pron '� iire.
'� �rooem- � � � � �
I une �
i � h�u� �_� , �c.i��- a� req i er. :-
//I�� � m. .�o-., i ,j E;�: G�oo� o._',
�� ; , . .L nc� ��.
� � , n �-,-,o ' ou L�o �,i
J�—d
—±
i �..o�eicc�w.�_. n ic s�-n.o _-�o�..o�e�a r,a�.s�-c-I��, ' __— . „ �I
� ^ IH /
; �� "�� fn 'l.� ������ � � � ���.
i �i I���
�h
—s i a� , -stU�o��;
I� : I
� ��- �
I I Sheathin95pllre I�/�— / �1-7/8" I-Joists or I
, � � 18 Web Trusses
I �� _
I I 1/Z" Gypsum,typical
IMols[ure Barrfer over
; OSB sheathiny —� ',� . 2x6 Stuos at 15"OC,rypical
�� 6ottom Plate Naliing�\ '
per5.w.5cTedule \ ���
I � � �— Solid Rlm 7ois; '',.
I Sheathing Edges and Feld per� �.
Shear Wall Schedule: (6"
� Etlges,IZ"feld U.N.O.)
I �� Rim 7ois:Toe-Na(ling per � 1 �� 1 j� � a
Nani�ysrneawe —� V��i\iAi �\iAni'�/��9-1/2"I-Jois:s, typ.
✓.�.�
I
NOTE:No openinos or penetrations
_. ,_ are allowed when property offset is
—� � I—I �I I ''.. �� �j—j less than 3'-0". If offset is less than
�I 5',openings shall wmpty with IRC
I I—I I I—I I I I I I1 ,, R302.1 and penetrations shall
'� comply witn IRC R317.3
=���=I��—i � � 1 ,
i '—I, i ;�� I i=� .
! I i= I I=1 i= i=i ; i-I I I-
� li-' I -11 -ill l'' � =1il-i � ,
Exterior Wall Section: �� ��� ��
; �� i ��.���c�,�� '
� ..� �
Walls at 5-ft or more; � "� a �`
�
Eaves Pro�ecting into the 5-ft Setback . � � "�:� ��
�
; :r-. ,�� a�'`�
,�
'`� ` �,y�"�'
.
t.r,�. �r��:: ����;�
��� f.�. „q
'"jsc}*�:�:-�'
:he Peoples �uilder LLC �
; i i �5 5��h 5� E, #� 1 STANDARD D�TAILS �
� D12
Sumne�, wA 98C93 i AND SEC i IONS I
i � �
i
�
� ooua�� 2X5 -o� Intermed�ate �ramin Details
PLATE (AT �XT. WALL)
(WScC Builders Field Gu�de; 8th Edition, 2009
� 2x6 CORNER STUCS
(TV�iO STUD CORNER) �
DRYWALL CLIP «
2x6 BO�ON
°LAT^ DOU3LE 2x6 TOP
TWO STUD PLATE (AT EXT. WALL)
i --_ __ _
CORN ER I
' PKFFERRCD OPTION
I _ i
� ���Xl� C��12N=� jT�J�- �
� � , � ,. � � I� ��H,�-� STUD CO�fJ-:�
, ����onal De��i����,s hilow�no Ca�y ��i � �
���, °IGcemenL of Insula���on � i ��� I
�� \ � /�� �X� �o��ors �
, //�� j���\\\�`\\`.�� � � �i.
, �\/:i / ', / � I
������ O PT I O N AL � '
' � j MODIFIED CORNER
,I I �
I✓�
�
� r�AT 2x� BLOCKING �
,
� 2x6 STUDS @
I �Y.T. WA��S
� '
� 2x4 °RAMING AT
II�`T. PARTITIONS
! Neader Deta�ls
LADD�R BLOCKFD INTERSECTION AT 4x HE.ADER IN 6x WALL
INT�RIOR/EXT�RIOR WALL ��G�� DOU3�� 2x6
INTERSECTIONS �
INSU'_ATION' TOP P�T�
FLP.T STUD IN-�RS�CTION �
DOUBL`_2xo �
'J?PL%\T_ \
i (!a?�XT.wALL;� `—4x FICADER i
I 2x N,AIL`_R
I QF NEEDED)
2xe STUD(A�LOw� � ONE STUD INTERSECTION: i
� o�insuv>rioN PREFERRED OPTION
a�w�eN sru��e Nore:AcruA�H�a,oeR s;zrs�o a�
SHEA7F11NG) CALCUL4TCD FROM LOA7ING��NDITIONS.
'RIGID INSULATED tiEA��RS(R-101 REQUIRED
2x6 FX. FOR INT�RMEJIATE AND HDVANCED FRP,MINv
N�ALL STUDS�
� i
2x4�RAMING AT �
� DRYV✓ALL
WT.PARTITIO�S
CLf�
� «„�.�� .
�
"a`�_�.���i�t����-�.. .
�`+,r_'�•
.�
i �"ri„
�� �:ra
�
I � �� � i
The Peoples B��Ider LLG _=����
i i 2� 57th s- �, �� � 5�ANvA�D D�T^,ILS �� � "`�.���.�°`"�` � � ��
j S„�mn� , lti�A 98��3 AND SEC i i01�;5 �'`=�f��.yrL'
i
�
[ SNEAR WALL SCNEDULE ]
[ 7/I 6" WOOD STIZUCTURAI PANEL w/ I Co: BOX (O. I 28" ]
' SNEAR WALL !; EDGE ANChOR BOTTOM i
� SV�,'# , ShEANING I NAILING BOLTS PLATE (IN
� [TNICK(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 6d @ I 0" A3 5@ 3 6" w/ I 2-8d
' � I
' '�" I Od@4" 5i8"@40" _ I 6d@6" A35@24" wl I 2-8d
3 7/Ie osb ( I ) I,
�
I � 4 !� 7/ I 6" osb (I) j I 0�@ 3" �, 5/8"@ I 6" � ! 6d @ 5" A3 5@ I 8" w/ I 2-8d
� �' � 7/ ! 6' os� ( i ) I Od@ 2° ��~'�'� ! ?" I 6d��4" �; ���� � %" v✓,% � 2-�d
' — � �
i �,
, — [ ��1C�� '�N,�;LL NOT�� ] '
� � C�N ERAL N CT�S �,�P���T � �,� ,I
' � � O A�L S� ��F,r; V� ��''--5)
A) �OR �ATED SN�,ATNING PANrLS, S�ACE NAILS @ ! 2 IN (305 MN�) OC ALON� �
INTE�MEDiATr FRAMING MEMBE�S.
B) BLOCK ALL PANCL �DGES U�/I i N MINIMUM 2X (5 I MM) BLOCKING.
C) A°?LY NAILING TO ALL STUDS� TO� AND BOTTOM PLAI�5 AND BLOCKING.
D) FRAMING TO BE A MAXIMUM O� I 6 IN (6 I 0 MM) OC.
E) FASTENERS SHALL BE DRIVEN FLUSt1 V��ITN SUf�FACE OF SHE,ATh1�NG. �
F) PROVIDE SOLID 3LOCKING UNDE� Tt1E S�I�AR WALLS /�T ThE DIAPIIRAGMS TO �
ACCOMMODATE Tf1� BOT`I OM PLA�E ATTACIIMEN`I .
G) ANC�10R BOLi5-4- I/2" MIM. CMBEDM�NT � F'C 3000 P51 (NO S�ECIAL INSP) i
SPECIAL NOTES FOR ShrAR WALLS (��°��TO wa��s sP�ci��cA��Y NoTE�>
I) APA RATED ShEATt11NG EXP I/EXP2/EXT OR C-C,/C-D/S I�UCT II PLYWOOD.
2) PROVIDE 3x'S (%6 MM) AT ADJOINING PANCL EDGES W/NAILS STAGGERCD.
3) WALLS >0.60 KLF USE A MINIMUM OF A 3x SILL. FOR WALLS BEI WE�N 0.35 AND 0.60
ANC110R BOLT 5?ACING hA5 BEEN D�CRCASED BY I/2 (USE 2x).
4) PROVIDE MINIMUM 2-2x BLOCKING OR JOISTS BENEATN BO?TOM PLATE V�iITf1 BOTTOM
PLATE NAILS STAGGERED.
5) rOR 2 SIDED ShEAR WALLS PANEL JOINTS Sh1ALL BE OFFS�T TO FALL ON DIrFFR�NT
, FRAMING MEMBCRS AND �RAMING St1ALL B� 3" NOMINAL OR`I f11CKER, AND NAILS ON EACt1
SIDC Sh1ALL BE �TAGGE��D.
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"
��,��.�� �,� ,
� � �.t�..� �'
�' .� �;�. _�
�`°�. A �`
a '��'�"'"
�� �
� I :: �, �r, I �
i ne Peopies Builder LLC � -`� � - � �'
� � i 25 ��-�r s� �, �� ; s�AND,ARD D=�A��s ' c��:� �.� ��°y` `�`� � 1�
�;� �`°' -,s`�
� Sumre�: �v,4 98�93 � AND ScCTiO!�',S ��������" , I
� I
- i
�[ hOLDOWfJ SCriCDULr ] [ G� Ili SPECI�S ] , I
[ SIMPSON STRONG-TIE NOLDOW��i ]
[ SIMPSON 2009 CATALOG ]
i=OUNDATION LEVEL
11D II MIN I FAS I ENER ANC110R CAP
# �C � STUD �I TO STUD ; BOLT KIPS '
�
I STi1D8 � (2) 2x (24) I 6d -- 2.2 I
2 ST�iD I 0 (2) 2x (28) I 6d ;� -- 3.73
� 3 ST!1D I 4 (2) 2x ' � ___
� (38) 16d i 5.03
� __ '
� 4 � NDQB � (3) � (20) SDS2 � SSTB28 � 6.�5�� ���
I � � , I
' � 5 I, 11t1��Q! I �i 6}: ' (24) SD52 ' SSTB28 ', R.5 '� �
�
��� 6 �� �1��1�?�I 4 � e>; � (30? 5�52 55 i B2� ��� ^.?5 �� �
; _
� i �� riD _ �>: (�i? � - i/�' �, � �.�,. '
� �� i
I� �- `i✓ ! .. �?; ��) � ! - �i'8` �' � — _ ' �
� 9 -1� � � �x: � (5) : C'� �- ,"' % I _.2 �
ii I
�I �-[ NOLDOWN SC�IEDULr ] [ GR III SP�GIES ) ��
[ SIM�SON STRONG-TIE f10LD01/�iN ]
[ SIMP501� 2009 CATALOG ] _ __ _ _ ___ ,
FOUNDATION LEVEL
�-ID I, .�,�L MIN F.ASIENER TIE I�, CAP
# � STUD ' TO STUD ROD i KIPS
I CS I 8 (36") I 2x �� (I 8) I Od ' -- ' I .37
2 (2) C520 (36") �� (2) 2x (I 4) I Od ea � -- 2.06
3 I (2) CS I 8 (36") (2) 2x � (I 8) I Od ea � --- �� 2.?4
4 (2; CS I 6 (48") � (2) 2x � (22) I Od ea I� -- j 3.4 I
5 MSTC66 ;2) 2x I (32) I 6d ea i -- 5.50
6 � (2) MSTC52 i2) 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 � (32) I 6d ea '� -- I� I 0.99
HOLDOWN NOTES
GEN�RAL NOTES
A) MINIMUM CONCR�f�COMP�'r551V�ST�NGTh TO B�2.5 K51
B) RcFER T0 MANUFACTUR P.� CATALOCS FOR MINIMUM��STANC�Tp FOUN�NTIp�CO�NER. �,'{,.Fi�{�
C; P.Er�R TO MANUFACTURFRS C:,`ALOGS FOR MINIMUM BA;:KIN6 M=M3�R SIZ= a� ��
�` yt?4��•
D) ANC`10R 305�EMB�DM��N?DE�°iti SY1ALL 3�/�MINIMUM 0= I 5�WITFi A�UT WAS`I�R ANG '�%�"i� "`'�' � .
NUT 4T 30TTOM. � 4„: ""�^�'�`.
E; ?�S?S AT Y10�DOWN: 2x£4x (3bmm x.4ND 89mm x)--k2 OR 3�"iT�R �+= ��-
.� 4.` ?� j�;
6x E i 40mm x )- �I OR BETT°R � �,�.
')T-!�ANCI1pR TYPc F10!DOWNS A?OT`��e LEV�.S St1ALL"AV�A PAIR,ONE A30V�AND ON� - .,.� �
3=i 01�' TRI�C 3Y ThiP.EAD�D R�D. ?��.
T { f�.�"'. �f ZK.` �L°
G)J5�ST"D3K1 rOR STtiDB STt'D I ORJ�OR ST`iD I 0;AND STI1D I 4R,�OR 5.�D I 4 WFIERE RINi � ' a . 'Z�
J�17�AP„INSTALL�D. g `,� � ��i �'
D TI1�S �^�AS F'V�F POR ST=ID'S 5"ALL H� I 6d SINKERS. �""' ��,i I�'� r,�- �'`Y
J)MINIMJM ST�M WALL TO B t WID�=pR STORY 3UILDINGS;8"WIDE FpR BUILDIN'=5 �'�"� � `"
�i'
I �`1AVIN�2 OR MOP.�STORI�S. v � ��'�����'�`" �"
�
The Peoples Builder LLG � � � ��
� : r25 ��tn sti c. �� �TANDP,RD ��-TAILS
I Sumn�r; WA�8C93 AND SCC`IONS I
� � i�
�
M ono- l�
ou r �ou n
dati on
U5e Steel Stra�S at to� Of form5 �
� _------ _ _
�
I
I
, � �,
,- � o�m ��ea� ��
� ' - I /8" Lami��a�ed '` �
;� �
�orm panei �
��; �
I �
� r ___ � -,, a � , '; � °Ran-1-Form" Mono-pour strap
�orm cl at: �, � Place at all panel ends, and
8° for 2-story � -� � • 24" oc max for 24" high walls
� �° I 6" oc m�x for u to 48"
, 6" for I -story � °� ' f�
!° a a high walls
d a �;'
8d du lex nail thr A '%:
p ° � / 2x8 footina� form:
<° �
stra `
p
�o form board �� �
� -;� I I 5 wiae for 2-story �
� ��
� I 2 wide for I -story
;:�
Metal stakes ,; a o� ° � �
a � < .
�
a a L
c �Q °
I- I i � I �_i I i I -I � � I
I —I ���� I I I I I I � � I I I—I I I— —� —1 I
— — —, � — —� �
— —
i � —
— �
I
i — —
I
— I ,
I
i —
; — I
� � — I—�
-, —� i— —I � — -
� I � — �� i ,—� I ,— I — I—I — i �—I I
i ,,_I I = 1—� � � � ,�—j ;=I�' i I �—� I !—I —I � j-
� i i—�I-�I_I I �_i I ��' ' 1=1 '' 1— i_I '—�—� i =i
=1 I I— — I Un-dis��urbed or —, I �I� ,' �_i =i i
I—� , ; I — _ I=,
— com�acted soil = � ' � I ' '�—i;, '
-i I !-� � �-i � �-� � �-; I I-i i ,' i; i ,- ' ,,, i,
I
� � ' � 1- I=I1 � 1 � � II
i
� i
I he �eoples Builder LLC D ��
, i i 2s s��r s� F. �� STF:NDARD DETAILS
Sumrer, w�, 980�3 AND SEC I IONS �
� �