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3119 Standard Details I � � i _ OMP� 7�T��I�SI`1�NG�FS O� t' i�J� -�_�.. �_R?/I o C�5�`1_� rill��� �Ni4NUr4� �URED��ANDARC-r:L°5�=.ra =4"C. . _: ! V� ��, / � e�o�r s��w� �,n T�� ° 3 _��._�a� j ���� / �vPSn �� _�.-� � � -� � -- / � � � � i C��i �_�--. r�� �r.��iOr!� � ' � ti��i� �� � � �� r 3L�d�r, A � ' � I' � - �� h�SULG,TI .. hi��l�� � �� �� � %% � :I � '' II' /j�\� II \��\I'� ��\�% II� �/ ' � \ , I �� �� ��. M�.-4�- � � SECO "" """" � ✓� � � � _-�_����:✓� � e - I , � I� 1/2"GVJB?"P.� ''� �� �^,.�,,.' � �, �I - - � Ov�iona��. .'-u� �. . � �„ i.�0. �J �'VD �x� �c ona�zck:� I O' � N�IL �� i �.i�O? i � � � SrA�I ��� Sea II�.,�,q_i qi ION P��_I�'Gllv__��°L�,N I oc max co sc�fren fioor !, �ve ad"G' =ROVI�°_D 3Y SJPPLI_°R- i ' � I � �� S�CO��D FLOOR�'1JG-IT i _ _ � �;� �IP.ST=LOOP.PL4TE!1�IGhT i ! e�' 8"O°E�'w'���°�OOR _ � � -'RL��..CS aC L�}��D: 82 I/2"Fi[AD�R ///''' ' , � 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 � �� 8'MliA� ������i�L��i�������i i ��i ii� -�,�...4x�03�AV i�ii �iiii-ii'... ri �iiir..ii i�i��i���i���i�ViAi�h710N��-�N��N'R�G'LAK �iiu�i���i���i�!i�i i��nnn���n�Ni�NT�iT�i�i�i i�ii�i�i�i�,���Tn��i����%i�ni�i��i�i���i�nT i�ini��i�����i���� ^���i?�i�i�i�i.��:��i��iT��i�~T\ir���ii�;�r�i^i?;\�i^��1i1��i;�ii;��T��i�i�������;n�n:.��.����>���������������v�kn�T�i�a�:a�.;���� i 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 v�'���.�..�� �,. .. ��'�� ��4�Ft,��f..,�� .�.'` � ��� — 'p¢+�"s !3 ►'��°" � r.� r � ^� �- � ,� � � �� �� � , .. . Ls �d Siad:..i j� Y'°�� 2" ���� ��� � � . �. ... .. . �, t'r . l �. .... �� ��w i `�i: 't��.�. I "'.... ._.., .._.....,.:,.._,: ...: . �' \-+-�`f .ea a. �'.,,y��.. 1. ..,,3�3:'*�fs�` . f: ; _N _ . ...i �, •------------.__------ i � The Peo les Builder � � p ��C STr,NDAR7 DET^,ILS � � � � I I 2J 57Lh �L C; �� � I i s��,��r. v,�,A��c�s AN� s��-�o��� ': ; � I � 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 I �a�e o�;� D �'� ��� �<�� � J� � 6��. � � . � � c�� ,. , � � � I � � � � e�'�� � ' • �—��` _ -IC.A'� hOOr:3AF I ����' > �a�,;���� ���� � '�;�� �' �al�� -48" vC c� . mro cont fta ba- �� � �: �"- ` � �I ,vc�v,ir�� � z�`oe� � ,_ _���_�, 6 I��J�_. oLAC!C`J'SG7`Jt=1v. _XT=ND-� � � � =0'JNDA-ION �b'ALL, ��A�JOII��-5 r 2�� i � ,� � ��' `� — _ ri4 SA=._, CON-. I , � 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 � . - ��� � � ��� ;� � `t�'��'� •. ��!"`� �; aT���;�t+�� � �i ,, i - ' ' ; — — � � — � • � 1 STC TRUSS �° 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 � ��/�%`�/�/�/i//��/� ��/�,//////Y///j j"� `%�/i//// V��V��V��V��V�V��V��\ V�V��V�'��V��V��V��V��V��V�'V��V� �V��V�� � A//A//A�/A//AjA/A//A V A//�//�%/�//�//�j�//A//�j� ��i�/� i;/ /�/�/�/�/�%/�/ / /�/�/�/�/�/�/�/�/�/ �/�/�/� / �/j��/��/��/j��/j��/j��/j���/j�j�j��/j���/j���/j���/j��/j�%j��/j��/j��%j�����/j��/j���//���;� �\���\��\��\�\�����%.��\��'�� �\��\��\��\�\%\��\���\�%�%�y✓\�%�%\�%\�/ � �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 � i The Peo�les Buiider LLC � � � j i ; ?� s��r, s� e; #� S i ANDA�D D�TAILS ' � 1.�� Sumnor, WA 9���9� j ANC S�C I`IONS � I i i i 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 '��. �� I. �' , . �. � ���::� � .� i .i� . , � %�'�� �✓�i i���� ', �, •• • '. ! i �� � � O /\ I \ \. Q I�� 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,� , '., � > �.� , �� - i �i r � �!�;��i^>\8"25TORY" `��-IZ)t48=�,R= . i�y�\�, ,��e.�i''n�.�' ��` ..�\� II ' ' � 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 , i . . . r . � 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���� �� �t `�+i�s�t°ct1,;,�{,�� i G ���4 �� ��' '��= � �°- ' ,r � I ; i'r�e Peoples Builde� LLC � � ��� � ��`=� i � 25 s�zn st �; �� S-ANDARD DCTAI L5 � �'' '���-� :, u' � � . y� ti�� }� 4ti. � �� � �JfTln°~, VJA °✓gl"'.a3 nN� �`�i I ���`� i �f"'t'} � �'i"'�' I ``'�,f. ?st. � i i � �I � 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 I IJDIST( \ I • 1 ��I I. � ��'�� � _�If\ / / � � �',� � --- W;.AP 4x4 W � �� � I � � I SIMPSON LU-24 HAN��R,ryp. � 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� � /i � � �II�I ��rC �, � ; 1�'r.�,'r' LX� ;�I�—�— � � , I' I ��� �'I� '�XR �1'� 1�� _- J�V� ,� � ,�� � i � ���, i �l''�� �p ���i �,!�� �4��: �d� � �� �� n�ar —�-��� il I �/ . i i' X� � ��I'�, � .i ', . � ' � �I ���, �l- - -?'.� �1�H�IT_��L)�.%L,' � �. � � � �i �, I I��'� . . �i� � �� � � ABA.44 4x4 P0��- �� ' �`- ' �ASE (aB,�aS 4X�j � POReH TO HOUSE WALL CONNECTION � , �'• ' - a � � ���� ".T.S. Optional Covered Porch per Plan i . . �. � . �� STD PORCH POST DETAIL ' C N.�.s. ! � � I �DRYWALL FIREPLACE DETAIL �' I � (OPTIONAL) �;������" F`�„ � � ' I I GYPSUM WALLBOARD � � OVER 7/16"OSB ON 2x4 � j FRAMED SHELf C 51" IABOVE SUB-FLOOR m � i / II � i,;_ ,_, � , I �2x�PIP,EPLACE WALL I � � i '�, I �- FRAMING 7YP. � - 36-I/2" �, � ! M � - R.O. W�d�h � � � _ _ 12x12 TILE SURROUND � � 5 0 I I '�� i � � � �I � CENTER FIREPLACE L°ngf�n 'Jf {aG° WaII I I I . IN 4�°2x4 WALL \ ,�� ��� �.� I -ROUGH OP�NING FOR F.F.3E-1/2'wide �,��`��`��'tl� �'� � '. I x 36-3/4"high(V=RIFY MrR R.O.) �,� �,i�� �'��`. �" ����- ;.;f, �= �� a,•= �: � — � I � 3� � .. *°�.�."�`' � � i ne Peop�es Bu�lder LLC , '� �� �� �� ' i i�5 5� n ��� �. �� !, S�ANDAP�D D�TAILS ��.�" ,� z z:�-�' ��' /( , f � .���' �`s` I i ��m��~; Vd�, 9;�°3 I �N� �E�:I I C�!� '�'�����'-�' I � I — � I � 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.-- ! 1 � �'� ' - '�- , ��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 �� i =Pbi°NCPS ` '� �. � � -�.�I N�- ?A!v='_ li ,���,� �L!'p0 �BY WP,LL � � i�v 1� °AN 'e4P"3_° � ��'' _- - ' �'��ll FFS�-°�.�_�u T� v��ALL ��� �� Y,' �A°%' - � , 5!MPSOIe 'I � \ % �'C C'`I° i I ! h- � ��, � - ���� ; ;! � 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 i i,\ , ,. '� %�� � � � �� � �� Biocks, inset mto Floor Truss /' _ � �� � �l � ��,� � � \ flush @ top and bottom � ,� ;�%-'� �2x6 Strongbacks �� \ �1 � � @ I 0' oc, (3) I Od Nails m face of each � OPTIONAL ;�, �� ribbon block, typ �'!'� �i;���,������� �i^ ��i��-�� ���' �� ��i; �i�� ! � ' 'J 'J - \ i op plate connect�on per shear wall schedule OWeb Truss De�arl: Second Floor I 8"Trusses Z�3���'� ��,� �• ��=�����,c,Ea � � I � �x =r� °�' y��" - � 2x6 Main Fioor S�ud Wall �f � `-�'` } :�.�� .,.� �. i ' t-� � ��� I �ne Deoples Buil�er LLC ' ��' D� ' 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��' � i i ' 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) � N ��/i, ��j i%�j�y �j�% /�/,/�/j� �%%� � �/' ///. /,� , � i, r /� � /,// '�r � /;; ,,, �,,// � ,, , r , ,,� //, ;, � . � �i,��/ /� //„// � �; � �� � ��j,/;, Open '"'/;;,,' ',; -- /,'!;� � � � ' -- � ,� � '�' , I I ,{ � ;i �I � ,����� '� ����� ��-' i� � �; � r� I �i � �� � i �� ; � a � �� � �, -� 1/Z wall �a� 40" � s ;i � i l � I �; j� �%/,�J �— ' �� � ;�/ � ��,� _ � ,� � � ;:,, i �;; _ ' %%� �,-�„ /�' � / ��;!;' i; I / �;"i; I�/%, � i, � I�i'i 1 � ' �' '� / , , �; � I'/'i, i �ARCHWAY DETAIL �-� 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 � � C 16'bc—) �— e�� t � i� � ` '� I X , , „ � � � 7/16" OSB Skin� � on L4 x 4 Bearing � ��z centerPost �1 ARCHWAY SECTION �� ��������s � � ��' ���' � v�� `R � � �% � s� s �. � ,�,.�° .,��' ��.: � �., .:.''�' � �;�. t:�'.. ��,,,. I � ��'it�����'� Tne'PGoples B�iia�� LLC ' �—�r��DARD D�iAILS i �� , G�� �� F fi ✓�i1i � jurriner; 1Ai,'�, 980°3 � r�N� �JCC I I��i�J 'I ' I'� � 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 i � � a� >o-�,ti . .-�oN �a�� i i�����h�N �' ; , -- ��A/I� �� G�.. I�_-ti -1= � .�x4 °O�T � ' �:;''�.°4�,� SI�`_ C- 5� � r�'':6d COI�IIJ�O� i ' N ti l'.�, ' ��' °P��'J�V!D_���ST60��°T�r1�=� ?ONY �� � V;!�,L�ABOV'� ���`1�N FOUNDATIOfJ � i� �I ! �� ��� �OLD�V�R'� S°�CI°�.-�. � �`I i �' �; �� / I ;. I �� � 2' � Mir / i i I I . . . _._. . .�.i.. �i -.�._. � I I n � 2 I SILL PLATE � �� RIM]01� i�:�� � 'z'zXP�„� PONY WALL FRAMING AND ; e:_ ---�G- c ^'� 'a`````\c...LIc.... .. ....I I I?� SRAMINGAABOVF O MATCII WA'�L I� I i , � ° �L ` `-__a*� " `� HO�DOVdN SPECIrIED �\\j�\//�\/ �\/ � ` �-��_ I a � ` P=R PIAN. ��/��/��. X�A � � , � - _ i ��/��/��/%���` �� - _� —��--� �V��A��i�AX�A — � a va ---- \//�j\/�/, �Q o ° � � '�/Y�/�. ° a I 4'-0" MAX. BAGKFILL ��//�///�/��/��//�i��/ e a , a � � � � W/O ADDITIONAL \/,A/�//A//�//�//�j/ ° ° ° D ES I GP�. ���V��A%j�jA�%��%��%� ` � , � ���V�j�V�jA�jA�jA�jA�jAA%A�%A�%A�%�V�j� '� I ��������`������������������������������ 'V�i�A�j,�y/A�j�A�/A�iV�j �A/j�/i�/j�� I STEP FOOTING DETAIL �� � SCALE: 1/2" = 1'-0" ���� �c, ��� �' +�:�4�z� �� � �� «..�``�� F� �.�` ,r� �' �" I E.. ,..�;. � �� ���� i�,`� � � ,�• l�` fl.��e ��"'`��;�""` �st� �� � a�t�"tA}- I� I, !� The Peoples Builder LLC � � , �� 25 ���n sz r, ri,� S��NDA�D D��AILS �7 �ND S�CTIO��,'S � � Sumner, V�'A ✓�0°�3 � � � � I I 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 � ���I li Ilil� li �� �II� ii II Ili!_ � - - - �':_l J i �' ' :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 _ •_ , � - �. 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 ' 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 �� �'�' �-EI I� 11=11 i�!-11=11._I1�=11�!i .1�=11'�._!I 11=':? � ����.��j ��. � Ls:, "Y� �•�w•:t' '^�s; °�� ' � �� � { �r Ty�i ca I f�ea r �- � �� � � ' D �i l �i`��' � orch Detail .� � 7 � , �.;.� �'»ia "x�, .. �;':.° ,;4 , ���#��� ��, I ' The Peonles 3uilder LLC � , i i 25���tn s� E> �� STAIvDARD Dr�AILS � , � �� Sumn�r, U'4 ,°�;3093 � /��VL7 SEC i I�N`�J" �li I I I �i i i 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 I � 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�_—� � ' \ � - � _ � r ,SJ� TR� �,�D 5i_L_ , ��I�� ' � �>,?��,.I ��J_�� ��,-=1�!A5`i=�� - �ON�, 5_4� ��c. - , � _ - - � , � �- ��4� 7J���Jn a_: � , - �� �� � ��� �� � .� �v:T�iIP �� 2" O`-... � � � � � � � � �� � � � - �'� ,� j � i �i� �'�r 1!h!i �,:, ���� /������� � ��� ��� , � i i i _ � ���� � �.,--��,� �v—�� ��� � ��� � � � �� � � � �� � �� ���������i �� ��� -c�: � o, ar�� ���temwa��s s�acr:ec ' , :� � � �� � , . � �, � � � � � � ���������� , � � � � � 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. i�ii i�i�� � ��i i ��ii • 9 �� � �� ��� �w��r�����i�i� I ��- '`�i`��/����//���/��`/��/���/���/���i���`/��i/��`/ .J � I i ����\�n�/�\���\j�\��/'\/�\/��/�\/�\/�\j�\j e I I '� � �������.�%���%�,�% ���, � � Mi�. a�,cr� � �% !i��ii�,✓i�!/i��/ � V f SQ U��N: LAP �i��i��i��i �� VFR%Ii.AL;y00/�B=�n�'%�������� ° � �I 2" � S�AI��S ���.., . 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 �,,,�,�o,����;� ��y�,�;, ,� ��� ���,��„�,�,,�,<`%;�,��,�, �%��;�� �� . ;��, ����.���� in Seismic Design a� �r 2 St�ry ' � I Ca�egory D � I 5'i`2 story� (2)#4 BARS CONT. ,,� 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) �.. ��';�`�� ���� �,..#� `���,�� �3'�'.�°� �� �� �; ��� :. c,• , � :r,� �- k,'�,� 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 I I I i I � I 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 � _ i 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) ������� �� , � �� �,�:_-,,���, � � �.:�. � ''��`��, �� ��. ` r r �,'� `'�� �=v=t�.0 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 � �-; I � ( �, ' ' � =fl ' � � � �� �� -I � I —� ��� = j �_; '� ='i ! ��, �� '�_ �, �_ � . , . , , „ � Exterior One-Nour �ated Wall Section (Gable End detaii) �����'� �� : �. �.k�z�1-�- ��� b�'��� . i �-a�, �� ,— � °��. � �� � � � � ��.� �� �- ,,:a ; �he Peo��es BuilGe~ LLC � � � ' �"���} P�p,- ��- h � D11 I i 25�57�r, S� " �D i 5�hNDAPD D�I Ail_5 ���'�}��`'' ����.�':�*`: ' ' AND SCCTION� Sumn��, W,4 9�093 - i i I 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. , — - � ���ra�v.oe-wai s�o�o-. __��� -�iess c c I � i .,PS� , ', �i �'— — �: ��'� �' ..��a'n � �� .�-'.� ,..�... - _ � '� � '� �soi-���o��p-�aLas; ��. i ;�'E i (';�; i � 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 �I i i — �i I NOTE:No openinas or penetrations � are allowed when property offset is � —I '�. I—�, I I—'�, less than 3'-0". If offset is less[han �.i Ii; —�, � '_ I 5',openings shall comply with IRC � I I (—I I I I I I� r, R302.1 antl penetrations shall � tompty wi[h IRC R3173 I� � �—I � �—� I � I ''��-1 I I-1 I I�' • �1 _ . _ ,_ � � _� � �-� -: � - � �-� �-� � ��- ' � I I I I =i ''� 'i._ -'I 'i i-''� I '� �'��°������� � Exterior Wall Section : �> �� �� � Walis at 5-ft or more; �".�,� y���-�� � -=°� �. �� o , � �aves Pro�ecting in�o the 5-f� S�tback -- -� , :., � � ;� �:._�� i ,� �� " ,, ��;�:� z �� r',��;z�# , ��,�=� I �� '��3;, ,;,�`, x.��-�`�i,,,,-�". ; i � � -he Peoples Buiider LLC ^ ^� '"'� J� '/( •A) � �I, I I LS ����i SL L, �J .�I AN�I"��V '✓L i/"1���� I � 1 �/ � Sumne�, 1n%,S �8093 AND SCC i 10�'v'� � � L' � ! i i °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 j� � �x6 c�RN=P� -,�UD� I '� ������ ,`�`1��_E �T�� Ort�-;'- '� Opt�onal Details �Ilowin� �2sy '� °!acemen� of Ir��ui2���or � � � ����� '� ��� � � � j��� �� ���or✓ �,I � � � ����V ' _�� _ ��� V� O°TIOI�J,qL � �, ' ��� NiODI�IED CORNEC� I i �J� I FLAT 2x4 BLOCKING � � 2x6 STUDS @ EX.T. W.ALLS �j ! 2x4 �RAMING AT ` I��T. PART�TIONS i ! 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_ I FLAT STUD INTERSECTION � ��j � ' �oua�e zxs �� roP Pu;r-_ � 4x11�ADER (AT�:?.WALL)—� i i 2r, NAILER 1 QF NEEDED) 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� � 2z4�RAMING A? I ppyw'ALL INT.PAF�TITIONS � C�IP «y�.�`� �� �t� "`3� ';"''��;�t �c��+" � � �� �����. �lk`.Y�� r� '» }x i � ' i �� ��� +� ` i ' i 1: �`f=� �i r- rzs The Peo�l�s 3uilder LLC I ; •�' � �� i i i 2�����n s� �, r� i ST�N DA�D DETAi LS �; r�-�..;r ��,���`�� , Sumner, WA 9bC�3 A'��� SEGTIONS I ���'��� . ' � I i � ,--[ 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 I i � I ° � " 5i8"@40" I 6d @ 6" A3 5 GcJ 24" w/ I 2-8d 3 7/16 osb ( I ) IOd 4 I ��� �� �� �� ' �� �� �' 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� �', � i �, -( SNE�P `"✓ALL NOT;�S ] � , � ! 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" � ����.�fi''F� �,�, , � ��*��=�,r� ,�p- �= � �4�, -,� . `�`�:; � ��'�� �? � I z i I � ��* �-xt s^' x� I i he Peoples Builder _LC , � � '`` : „,p,���' �f � � 25 �i�r 5� �. �D i S i Ati DAI�D ��TAI LS �;����, =w�.�'��� D t � , o -��2 ( AND ScCTIOf�'S �����hY�'' Sumne�, V✓P. ✓8,,,:� � I j i , �- i [ t10LDOWN SCNEDULr ] [ GR III SPECICS ] �[ SIMPSON STRONG-TIC NOLDOWN ; [ �IMPSON 2009 C^�TA�OG ] , � �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 ' �� ' � � �; i�1�G�� '� � �=?" l30) S�'S2 SSTE2�v � � ,,. � I, , , ' I �� � � �� — – �� -x � �� � I � .�, _ , =y, �^� , s� I - %8 �' � _.20 , I , 'S i '_':�J I ° b)' S) ' ��'. - I;�' S� �.-- I i � ' � i`��; .� � bX � i�� �� _ � r�'�' �, I ��.C ' � I i �[ 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 � � I # ��� ��� STUD �� TO STUD � ROD � KIPS I 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 i � i 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.�� '�` � 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. �"�"�" � I i he �eoples 3uilder LLC � � I I STAN DARD DETAI LS � � '�� � I I 25 57th St C, #D i � Sumner, '�/�q gg'�93 � AND �ECTIONS � I i � I I iI M ono- �ou r � � oundation Use stee stra�s at to of forms p , _ _ __ ; ; � � � – i o�m cleG � '� � - ! /�" Lamina�ed � ,� form panel � ,;-; ��; � � ��� �° � "(�ap-I-Form" Mono-pour straa ,, e � Form cleat: a a. , Place at all }�anei e��ds, and � 8" for 2-story % � • 24" oc max for 24" h�gh walis � i ��, 6" for I -story �� ��� �� � ` I 6" oc max �or up to 48" � ;; 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 , ��� � :; � I 2" wide for I -story Metal stakes �' � �:-:c � � ;a � � A i^ a i n a c e `� ° - i I I I i I I � - - � — � � � —� I 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 � 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 Un-dis�urbed or � I I I I —� � =,�� '=' � � ,—! com�acted soil ' I'— � — ' ' ' � ' - - =1�- _� I-� ! :-� �- I ' =i I 1='i i !=1 I I-I ! I-; I I-I ! -! � � I I i-i i �-! I. � I 1- I � i he °eoples �ui�der LLC ' ; STANDARD D�I A!!S ; � �� �� ���ns� �; �� I � �� i 5umner, WF.98093 � AND SEC`I IONS ' � I I I