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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 � � �