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2556 R6 Shear Wall Schedule [ SNEAR WALL SChEDULE ] [ 7/I G" WOOD STRUCTURAL PAPJEL w/ I Od BOX (O. I 28" ] � SNEAR WALL EDGE ANCHOR 'i BOTTOM ', SW# SNEAt11NG NAILING BOLTS � PIATE (IN [TNICK(SIDE)] ,(IN O.C.) (IN O.C.) �� O.C.) I I�, 7/I 6" osb ( I ) i I Od@6" 5/8"@72" I 6d@ I G" I I 6d TN @ 8" O.C. 2 I 7/1 6' osb ( I ) I Od@6' 5/8 @64 1 6d 1 0 , A35@36" w/1 2-8d , � �� �� @ �� __ _ _ _ --_ _ 3 . I . 7/I 6" osb ( I ) I Od@4" 5/8"@40" I 6d@6° A35@24" w/I 2-8d -- - -- __ --_ _ 4 �i 7/I 6" osb ( I ) I Od@3° 5/8°@ I 6° I 6d@5" ', A35@ I 8" w!I 2-8d � _---- i ---___ _ __ _ 5 7/I 6" osb ( I ) i I Od@2° 5/8"@ I 2" , I 6d@4" A35@ I 2" w/I 2-8d [ SNEAR WALL NOTES ] — GENERAL NOTES (APPLY TO ALL ShEAR WALLS) A) FOR RATED Sf1EATf11NG PANELS, SPACE NAILS @ I 2 IN (305 MM) OC ALONG INTERMEDIATE FRAMING MEMBERS. B) BLOCK ALL PANEL EDGES WITt1 MINIMUM 2X (5 I MM) BLOCKING. C) APPLY NAILING TO ALL STUD�;�, TOP AND BOTTOM PLATES AND BLOCKING. D) FRAMING TO BE A MAXIMUM OF I 6 W (6 I 0 MM) OC. E) FASTENERS Sf1ALL BE DRIVEN FLUSh WITf1 SURFACE OF St1EAThING. F) PROVIDE SOLID BLOCKING UNDER ThE ShEAR WALLS AT ThE DIAPhRAGMS TO ACCOMMODATE Tf1E BOTTOM P�.ATE ATTACIIMENT. G) ANCf10R BOLTS-4- I/2" fv11M. EMBEDMENT � F'C 3000 PSI (NO SPECIAL INSP) SPECIAL NOTES FOR ShEAR WALLS (APPLY TO WALLS SPECIFICALLY NOTED) I ) APA I�ATED ShEAT111NG EXP i/FXP2/EXT OR C-C/GD/STRUCT II PLYWOOD. 2) PROVIDE 3x'S (76 MM) AT ADJOINING PANEL EDGES W/NAILS STAGGERED. 3) WALLS >0.60 KLF USE A MINIMUM OF A 3x SILL. FOR WALLS BETWEEN 0.35 AND 0.60 ANChOR BOLT SPACING F1A5 BEEN DECREASED BY I/2 (USE 2x). 4) PROVIDE MINIMUM 2-2x BLOCKING OR JOISTS BENEATFI BOTTOM PLATE WIT11 BOTTOM PLATE NAILS STAGGERED. 5) FOR 2 SIDED Sf1EAR WALLS F'ANEL JOINTS SFIALL BE OFFSET TO FALL ON DI�FERENT FRAMING MEMBERS AND FRAMINr ShALL BE 3" NOMINAL OR ThICKER, AND NAILS ON EACh SIDE Sf1ALL BE STAGGERED. NAILS MINIMUM DIAMETER Gd COM = 0. I I 3 8d BOX = G. I I 3", I Od 80X = 0. I 28" I 6d 80X = 0. I 35" ��,���L`������ �' T�D �:.�����` p,, �,.: �«��;r��� ��,� � �z,� / �� � ����,�� �,� ,_,..�. �,.�_a � M AR 1 � 2013 _` �; �n � �,'�``•-'��'r' t"µ r-��•'�y, J,�,,,�...._,_,_._ ._._--____.�_....___..� ,:�: „�-+ . � `t` T<�T. i.' •�- � -• � �k� �` `� ` �, n�,.� Tf-1E PEOPLES BUILDER `�� � ' ��� D i �f�� ��,,, �,,. L.L.C. ��r����� . I I 25 57TI1 SL E SuiLe D .. ,9umner,WA yfi053 �,�.z_�_�N/r�. u;n.`.. [ t10LDOWN SChEf�ULE ] [ GR III SPECIES ] [ SIMPSON STRONG-TIE 110LDOWN ] [ SIMPSON 2009 CATALOG ] ___ _ _ _ _ _ _ __ FOUNDATION LEVEL _ __ _ i __. 11D P�11N FASTENER ANCIIOR I CAP # TYPE �;TUD TO STUD ', BOLT , KIPS ---- _ � _ _ __ I STI1D8 ( '.) 2x (24) I 6d I -- 2.2 1 2 I�, STI1D I 0 I (.') 2x ' (28) I 6d --- 3.73 . _ i- -- 3 � STND I 4 (<'.) 2x (38) I 6d --- 5.03 4 ' f1DQ8 (_�) 2x (20) SDS2 I SSTB28 6.65 _ _ _ __ 5 f1hDQ I I 6X (24) SDS2 I� SSTB28 8.5 I 6 1111DQ I 4 ��i 6X (30) SDS2 SSTB28 I 0.75 _ _ , i _ 7 III 11 D 1 2 ��I 6X (4) I" C� i I -I/8" �d � 1 3.20 8 , 11DI9 6X �� (5) I" P� I I -I/8" d � I4.22 9 11D19 6X , (5) I" � �I I-I/4" d ', 16.21 [ HOLDOWN SCt1EDULE ] [ GR III SPECIES ] [ SIMPSON STRONG-TIE h10LDOWN ] [ SIMPSON 2009 CATALOG ] _ _- _ FOUNDATION LEVEL � 11D I MIN FASTENER TIE CAP # TYPE �I STUD TO STUD ROD KIPS I ' CS I 8 (36") I 2x (I 8) I Od -- I .37 2 (2) CS20 (36") I�, (2) 2x , (I 4) I Od ea i -- 2.06 ---- __ ', _ _ !, . 3 I (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 ea -- 3.4 I 5 ; MSTC66 (2) 2x I (32) I 6d ea , -- 5.50 , __ _ � � _ __ ; __ 6 ', (2) MSTC52 (2) 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 I (32) I 6d ea -- I 0.99 , 110LDOWN NOTES GENERALNOTES A) MINIMUM CONCRETE COMPRESSIVr '�1RENG1F1 l0 BE 2.5 YSI ����� �. B) REFERTO MANUFACTURERS CAIA ..)6S FOR MINIMUN.DI51-ANC[f0 FOL'NDATION CORNER. �{j ��� C) REFEIZ 10 MANUFACTURERS CATAt('GS FO�MINIMUM BACKIVG M[M3GZ SIZ[. � ''^F �'���I�� �,� . � D) ANCIIOR BOL7 EMBEDN�ENI Dtf'I r1�1ALL BE A MINIMUM OF I 5'WI I11 A CUI WA511tR A�VD � �-�� �"�'`� K�UI �I BOIIOM. �'� '� ����� E) POS I S AI-F10LDOWV: 2x 4 4x (38rn-n x nNU 89mm x)--X2 OK BEl-I EK .,� i ��'��� 6x ( I 40mm x ) #I OR BC1 I[°P. ��` F)TI1E ANCFIOR TYPE h10LDOWNS AT OTIIER LEVELS SI1�LL F1AVE A PAIR,ONE A50V[AND ON[ ��^� �� �c: 5ELOW,TRIED BYTt112EADED ROD. :T ��. ' �� G)USE SThiD6RJ FOR S1�IiD8,SfY1D I OtJ FOR ST7D I O,AND 57FiD I 4RJ FOR 51-tiD I 4 W.7ERE RIM .r`. °� � . ,,,u. � JOISTS ARE WSTALLED. •- �;-' �'" � �.t `Iks � ti-,s `4 . I)1-h1E STUD FASTENER FOR STFiD'S SF1F.i_L BE I 6d SINKERS. . � e.'�� �a�? J)MINIMUNi STEM WALL TO BE 6"WIDE f"OR I-ST0�2Y BUILDINGS,8"WID[FO��BUILDIV65 �r'�`�������.�? F1AVI�'�G 2 OR MORE STORIES. Tf1E PEOPLES BUILDER L.L.C. D 2 i i 2s��rH sT-e. s�,�e� o Sumner.WP..`38033 �o�.°�N/A o,vi� COMPOSITION SF11NGtES OVER I S# FELT OVER 7/I 6"058 SI16�TFtl'LG. �1ANUFAC7URED S1�ANDARD ��RUSSES�24"O.C.PER ROOF FRAMING PLAN.TRUSSES TO BE DESIGNED BY VJASrL STA7C AFPROV[D TRUSS MF6. lQTIC H-I CLIPS @ ALL l RU55-i0 -PLAI[�LOCATIONS R-49 BLOWN j INSU�1jTION AT A.TiIC j �•---• StCOND_I'�OOR�_ ` ` �.., ^ '.. . . ._ _ -� � . ,._.,_ . � �. ... .. . :._,,., � �CONT.MEi�L � � P�ATE i1E1611T' � GUTIER 1�2"GWBIYP. -I - _ � Fi��.,,�I, 3/4" .-4G OSB SUB-FLOOR GWf-D AND - -���-�- N�ILED TO FLOOR TRUSSES,SPAQNG&- n� See 2x6 Scrongbacks @ I O' INSTALLlaTION PER ENGINEERED PLI�N Detad"6" oc maz to stiffen floor PROVIDED BY SUPPLIER. SECOND FLOCR?I[IGFII" � FiRSI FLOOR PLATE�IEIGYIT % \� _ ,_ � �_ � � - _I 8"OPEN WEB FLOOR; _ ___.,___ _ TRUSSES @ 2�F"oc 82 I/2"FIEADER � ' h1EIGFi1 IYP. �2'RIGID WSU��.. , TYPICAL EXTERIOR WALLS: VINYL (ou�sidc)@ t'I'.ADERS '��SIDING OVER WEATFi`_R RESISTNE _ MTE�210R WALLS:2x4 F1.F.#2 Sec BAKKIEK(per IKC R7O3.2),OVEk - STUDS @ I 6"O.C.BEARING, Detail"S" 7/I 6"OSB 511EN 111�G,OVER 2x6 � 24"O.C.NON-PEAKING. 11.F.!t2 S1UD5 @ I 6"O.C.,WITI1 R-21 BA171NSUL4110V. K-30 B�IIS SUBFLOOR�1EIGYIT --3/4"14G OSB SU3-�LOOR GLU[D AND _t .. r^.^ yr !�"c. ..Y rx NNIFD TO FIDO\TRUS)[5,.SP�CING t E 8"MIN.GLR _.__ __ 4x10 BEAM � _ _ __ . � \ INSIALLAIION PFR FNGINYE�FD Pi_i\N i i�i� '� . . .. T�i��i�� � , BY SUPPI_II'_R ��-- � �i�i�i�v�i i i�i:. .-�� .. �. _ � _,. . ��y�O��O���i��i������i i��i��i��i�v����i�i�� . . . . • i��i��i��i��i��i��r�� ��i\�i\�`i\�`i\��\�T,(\��i\��i� �i\��\��i\��i\��i\��i\��;��!,.,%�i\��i\��i\��i\��i\��i\��i\��i\��i\��i\��\��i\��ri�����%��%�%��%��%����%�����%������%������%��%��%������%��%��%�%����%��i:i� �'��!������������������������������������������������������������� .:�i/��i���i/��i/��i�i��i/��i/�`%��%��i/��i���������:��!���<�;�:�!J�����������\:���i��i���i�;y;�i.��i.��i���i���i/���i��/��%���`��/ ✓,.i_i.�,�,. ,.�,. i�i,.i..i,i<,..,,i in/i✓�.i i.i. 8"WIDE FOUNDATION WF�LC -6 MIL VAPC.��BnRRI[R SP I 2"UP EDGES. �4BAR5.10RIZONiAL A1 I 2"O.C. #4 BARS VER�ICAi_AT 48"O.C. i 5°wi�e rouNOnnoN rooi iN�: g TYP. TWO STORY z hoRizoNrn�nh gnRS. �LDING SECTION 3"ABOVE SOIL �,���.�'-��'� �r�. � s����}j� "�, �z� fV»�t' �`���<' ��� � �: �. " � � � ' � r �?�� � �i `'z°'1't« x � � ��i��,��i!�.t?����"Y�,,;�,�i..��� Tf1E PEOPLES BUILDER L.L.C. D3 i i 2s s i�N sr.e. s�.���:o Sumner_W/�98093 �C;�v i- ;/g�-i�_�• L'nie: Vinyl sidmg over 7/I 6"OSB� weatfier resistive barrier per IRC R703.2. 2x t1.F. #2 stud framing @ 16"o.c. R-2 I insulation, typ. 511EAR CONNECTION: S11EAR PANEL EG6E NAILING per shear wall schedule - I 6d Na�l, typ. (piate to r�m) per Shear Wall Schedule PANFL SPLICE: All panel edges to have. 3/4'osa�aG SugF�o��,c�weo a minimum 2x backing for edge nailin9 ��� \ �Nni�tD FILLER PANEL: I Od @ I 2"tYp, .. .. ., ,, ._.- ,. .- ,. , except:I Od @ 6"for SW4, SW5 _'- - TJI SPACED PER ENGINEERED #4 bar horizontal: ` PLAN IN FIELD Loc. withm I 2" of top of wall �� � � z --- -�Pressure treated 2x sill � FIN1511 GRADE • � 5/8"x I 0" A.B. @ 72" o.c. (Or per shear wall Rebar to be 6rade 60 �/i��/i����/i��/%/i��� � . schedule) not less than 7 bolt diameters� not C9 j��//��'''`//��//��//��// .�,. ' more than I 2"from late end; 7"min. embedment per IRC 404.I ?_.3.7.I - i��,�:,�i��i��i�� , p in Seismic Desi n �i�/%'�/%�/%�/ :� of A.B.; use 3"x3"x I/4"galv. plate washer per IRC 9 ,��A��A ���\, • Category D � ��i��y�� ��fi ��,, . . '� a �� 602.I I .I ��%�� "� �" ' � - - #4 VERTICAL Y100K 6AR: ������'���� ������������;�������������� 8" wall - 48" OC to tie into cont ftg bar �i:i�;�:=�i!i��������� �'��!���i. �.;�.,.�. FOOTING DRAIN / 8°2 STORY Nifi���,eN��i� _ 6 MIL. BLACK VISQUEEN, EXTEND TO FOUNDATION WALL, LAP JOINTS I 2" 4"PVC SOLID:_ __ I 5'2 51 ORY �oowNSPOUrs� -----(2) #4 BARS CONT. ��ETAIL FOUNDATION WALL AT FRAME FLOOR --3/4" OSB T&G SUBFLOOR, GLUED & NAILED - TJI SPACED PER ENGINEERED PLAN IN FIEID 4x10 DF BEAM TYP. f 16" 2x GUSSET - _ _ --. — . . -_ n Q 1 STC TRUSS �� 4x4 POST --�____ / CLIP Rebar to be Grade 60 �o y�-____ _ ����� � per I RC 404. 1.2.3.7.1 `°� � � ' ' m Seismic Design `_`_' ' ' ' • •^ � Category D �//�/%��i�/i�/%��i�/i������/�//�/i�//�//�/i�/i�O�/i�/%i���/i�/i�/i V��j/A�j/A�j/A�j/A�jA�jj jj`s�A�V�jA�j/A�jj�j/A�j/A�j/A�j/A�j/A�j��V�j/A�jA����V�j` /�/�/�/�/�/�/�/:./ /�/�/�/�/�/�/�/�/�/ �/�/�/� %\�j�\�j�\�j�\j�\�j\�j�\�%i`.,7'/���%���%�%��%���%���%���%��%�%i����%��%��%���%�� ����A�V�iA����������������:;�����������������A������A��A�/�A�/,��/.�/,A�/�A�/V�/��/ _ � �����;//�/��/i�/�>i, NOTE: 24"STD PIER 6 MIL. BLACK VISQUEEN, � 30'aotNr�oAo aieR-� 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. �`��� BEAM TO PIER c�� �� ��`���z�}������ p FDN DETAIL ��,:��: ��`� � PAD DETAIL ���, ��:` z��. � � � �� � `a �' , ,�.� TNE PEOPLES BUILDER �t:y��'' � ��. �,.,�. n��-� � L.L.C. D� ' =1t F�i;�' i i zs s��ri si e. s�,�a:c � SuinnecWn980`)3 SCa_t '/8"=I'O" n�.�=: Rebar to be Grade 60 Rebar to be Grade 60 R-zl PER ENER�v_ per IRC 404.I .2.3.7.I CALC'S per IRC 404. I .2.3.7.I 1�2���.W.B. m Seismic Design m Seismic Des�gn Category D 1/2"GWB,._---- Cate;�i���y D- GARAGE SIDE ----- TJI:INSTALL PER ENGINFERED PLANS IN FIELD EXTERIOR WALL PER PLAN RIM JOIST-- � GARAGE ------ R-30 BATT INSULATION 5/8"x10"A.B.@ 72"O.C. - .. -_P�l'�'SSURE TREATED � MAX.OR AS NOTED;W/ 2x S[LL PLATE � 5/8"x10"A.B.@ 3"x3"xl/4"GALV.PLATE x �- WASHERS F 72"OC MAX;OR AS NOTED ��-�- #4 BAR HORIZONTAL:* � PRESSURE TREATED SILL, LOC.WITHIN 12"OF TOP OF WALL 3"x3"xl/4"GALV PLATE WASHERS 4"CONC.SLAB w/ 4"SLOPE TO FRONT N #4 BAR HORIZONTAL:' N J LOC.WITHIN 12"OF TOP 4"THICK CONC. , , � , , ' x U OF WALL CONCRETE 8"ABOVE GRADE '� S�AB . ' ' � e� �� i`i�i i i i io`i i i ' --- - ,-.-:------ �,i��itiy�i iJ���i����y��� a ��� ���� ��� � � ������������������ - -- . .. �i��i��i�%�!/�/U��i����i��i����i�i��i ° a � �Tvl 4 PVC SOLID ��� _.. _. ...' .' _'� . ��Dr�ii.,�',UQ���.i�yi����i�i��i����� ¢ z ��' DOWNSPOUTS� �i����i�`�>��i������ . 6 M I L BLACK � �������,��,�y���� — #4 VERT7CAL HOOKBAR: ��ii��i��� VISQUEEN: LAP - u ������ S"WALL-48"OC '/���%��i�ii . -12"@ SEAMS ��✓i�i���i�ii� � -J�Y�i�,Ti�V�� �4 VERTICAL HOOK BA.�'i��i� - '�`' ,��'`�' ' �` - TO TIE INTO CONT.FTG � ��` ,�i�r�> �� . 8"WA!_L-48"O.C.����' � � . 8" Ni�,� . BAR �� � y• ' $.� ���� �° �,� ' • ' TO TIE WTO CONT.FfG.�� . . . • -----'k �n`;�.T��i��i�ii�- :`i�`i�i,i� i i�, i,v i i i��i .���)%��; �i������������������� ��������i�����i����i '����1'�"2 STORY --(2j#A BARS � ,li�ii,�/i���.�..i���:i�0�'- CONT. 8"2 STORY FOOTING DRAIN_ _ 1S'2 STORY W/FILTER MEDIA � IFREQUIRED _15"2 STORY �����Z)#4 BARS CONT. �FOUND. DETAIL FOUNDATIONWALL@ �FOUND. DETAIL GARAGE TO ��J CONCRETE SLAB � HOUSE nROOF FRAMING - V 1"BAFRE FOR VENTILATION---- CF � t�rN COMPOSiTION ROOF � G!I SHINGLES OVER 15#FELT, o �F OVER 7/16"OSB SHEATHING < _ ROOF SHEATHING TO � PERIMETER BLOCK NAILING. � 8d COMMON @ 6"O.C.---- (R.-49) s� INSULATION �, 2x VENTED— WOOD BLKG. - HANDRAIL(TO BE ENGINEERED ROOF �ON RIGHT SIDE CONT.ALUM. TRUSSES @ 24"O.C. - ASCENDING) GUTTER � � PFR PLAN `� m Ib°MIN. O �TRE� � - - H-1 CLIP @ EVFRY m / TRUSS ��'-�2��tYp� �� � PRIMED WHITE- WOOD TRIM —1/Y'GWB WITH - � � VAPOR BARRIER � (LOW-PERM PRIMIi:R) � 1/1/4"MAX. (NOSING) 1/2"SHEETROCK WHEN I �� --� TYPICAL EXTERIOR WALLS: VINYL:>IDING OVER OPEN BELOW STAIRS.-/ Profile of tread to comply with WEATHER RESISTIVE BARRIER(per IRC R703.2), tRC a3it.5.3.3 � OVER 7/16"OSB SHEATHING,OVER 2x6 H.F.#2 STUDS @ 16"O.C.,WITH R-21 BAT-i�INSULATION. _ ���fi�:�tt �� �STAIR & HANDRAIL DETAIL � a�����r � �4z,°�z� �. ��. PER: IRC 311.7 �•f»` ' �',��'�» � � �` �., ?� .�f ,, � x �` ` ' , �;,� TNE PEOPLES BUILDER �.Jf y�'Fk ��'�" � �'r�,�" e D � r;�_ _h L.L.C. .:�it1�:`i+�k. '� i i 2s s�rri�i�.t. :��;��� o .. Swnner,W!�9FS0�33 SCAJ-: I/�5"=�'O" DN`- NOTE:HOLD NON-P.T. TOENAIL w/2-8d COMMON MATERIAL UP F'r:OM CONCRETE NAILS,(16"O.C.) � 4"&HOLD WHITE WOOD TRIM APPROX 4"UP fROM CONCRETE Zx BL CKING ENGINEERED MONO-TRU55 — PC44 POST TO ��ie��o.s.s. - � �� BEAM TYP. Sd @ 6"O.C. -- ��1 x4 WHITEW001_� - -- - DGER w/2-16d NAILS INTO STUDS OR�- RIM @ 16"oc. JO[ST RAP 4x4 ITFi /. ,II W W SIMPSON LU-24 HANGER,typ. � U 5 4x6 HITE OD 0 N / W W FRONT AND BACK AND zxe�oc irvc W 16d ,I�II, / �X4 ON SIDES TOENAILED OR RAP 4x6 ITH W W I� � �' ' 5/4x8 WHITEWOOD ON FRONT AND BACK AND - -——- p`r p�an- —— - - - 1 x4 ON SIDES 5/4x6 WHITEWOOD : I �I, f ABA44 4x4 POST . . : . BasE (aea46 4x6) � pORCH TO HOUSE WALL CONNECTION � • n,.r.s. pptional Covered Porch per Plan ` STD PORCH POST DETAIL L N.T.S. �DRYWALL FIREPLACE DETAIL 1 (OPTIONAL) y`1�� �-GYPSUM WALLBOARD OVER 7/16"OSB ON 2x4 FRAMED SHELF @ 51" ABOVE SUB-FLOOR ro \ m .. __. . ____--__ .._._ . . �2x4 F[REPLACE WALL � ��� � FRAMING TYP. _ ..36-I/?'----___. . �„ �' R.O. W�dth �12x12 TILE SURROUND � — i —I � i --- —S_��� , I � �� - Length of face wall �, �,, ��CENTERFIREPLACE ' � IN 45°2x4 WALL — �����:,�;.��-{ ��.'�- -ROUGH OPENING FOR F.P.36-1/2"wide �„ y�;�,y j�,� � x 36-3/4"high(VERIFY MFR.R.O.) _ ti �1 "» �"_�p` _ � r�, ;,�r' �� v�`�, �,., .�� ����. '�� ' �. �` "��E:,; :�� ��,�,� TNE PEOPLES BUILDER {� � �� ` �Y � D6 `��.;.�..�.: ��'` L.L.C. '��r(z����,�'�.. I I 25 57iFi.�1�.E. S�ntc D � SumnPr,WA yfi0".; =.cn r: I/g��=I�.0�� pn���`�. � �'"� �''� 2x FLAT T�B CONNECT FLOOR-- ,��.�' '�.�� ShEAThING TO BLK ; � �� w/ I Od@6" O.C. ;• •� ,► �— , ; ' �2x BLOCKING ATTACII TO ���� � /�� St1EAR WALL PER SCIIEDULE ; , � i ,.� \ � - i WEB TRUSSES�-�f � PER PLAN � �� � � � . . _. . -- . . --- '• —: --TOP PLATE �v i 7/ I 6" OSB, CO N N ECT - (��. � � .�� TO 2x BLOCKS PER �, '� "' "�� `� ` ����- INT. SNEAR WALL St1EAR WALL SCf1EDULE ' :� PER SChEDULE t , . . . - . . . . \ � � � � ; � � � � . >- . . . . n . . . . ,x . a WEB TRUSSES-- - � TOP PLATE PER PLAN I NT. St1EAR WALL- �. - PER SCNEDULE M SHEAR TRANSFER BLOCKING @ INT. SHEAR WALLS N.T.s. �������� �� � ��:��t� �: -� ic< .'.- a`�`"�`,�,7` ��,. �, .� � �n r 6: ''' " �♦ � ,� � � �` � � ,��,-�� Tf1E PEOPLES BUILDER J � � D7 _�,��� , ��A,�.:�'.:.;-;:.�` L.L.C. ��t�;�����, i i 2s s�rri�r r. s�,�e<.o ..- Sumncr,V✓�98093 5rn'.e�N;A on��� DO NOT INSTALL CEILING DRYWALL FASTENERS CLOSER TI1AN I 6"TO WALLS --- � -�-- --r� �— --=_-�__- �--_ TRUSSES "='�-J — _ ---..s=-�-- I�--�i 6" -�I 6"� FASTENERS O ASTENERS \ 25 GAUGE I.5"xl.5" 24"O.C.- L-METAL CONTINUOUS "FLOATING"CEILING PANEL EDGES WILL ALLOW TKU55 MWEMEIJT PASTENERS N� FASTENERS w/oUl DRVwnLL CruCKiNG. FASTENERS CEILIN6 PANEL � SUPPORTED BY WALL PANEL(MAY BE FASTENED TO WALL CAP) S I M PSON STC CLIP ------------ ___ — __ —�P<�1��--- -- —,�--- — -_- OTypical Drywall Ceiling Detail: Best Practice Method for Avoiding Ceiling Damage due to Truss Uplift FaSTeNERS -FasTeNeRs 25 GAUGE I.5"x I.5" L-METAL CONTINUOUS � 2x6 Upper Wall studs @ Web Truss Deta�l: ��` / ���� o� � Second Floor I 8"Trusses i` (3ottom Plate Connection �-`� �— 7/I 6" OSB sheathing, nail per Shear Wall Schedule t� �� to studs and edges per � ,�` shear schedule i,, 3/4"T�6 Subfloor j<� -+-- Sheathing sphce � 2x4 Continuous Ribbon Block, ,� �� ` ��� inset mto Floor Truss w/ {3) I Od _ �-� �� . j .� �'� � Nails in face at each truss, typ. � � � � �� _, - ��� �--7/I 6" OSB sheathmg attached !�" 2x6 Stron backs��'� � j~ 9 ; � to upper bottom plate, lower / @ I O' oc, top plate, vertical truss ends, � � OPTIONAL ribbon blocking � � Sheathing sphce Tcp plate connection per � �� shear wall schedule � �—_ 7/I 6" OSB sheathing, nail � '�� to studs and edges per ��,�{� -�� shear schedule 4����'��,��}�k�'��� 2x6 Main Floor Stud Wall @ �� } ��.�,�"�� ;.. f��, � I 6" OC, typ ���� .� «� �r r 4,, , " rJ� �" ;ra' , �'� ,�,�, � k,te _..A;'. f�5 �� f�f �,n,�'�;.� ThE PEOPLES BUILDER '�`'3�c���;����" L.L.C. D� � � i i 25 S��ri s�.e. s�����:o Surnner_Ni�980°3 scn�e-;/8"=I'-0" om°�. Dimensions: Archway at Livi ng Room 9-1/2" at top-center 18�� at springlines-sides (Optional: Applicable only if shown on floor plan) , , � ; % T � �;� � , ���� -- '� Open � �� � � � 'i , , �;' � �; 1/2 wall @ 40" , , ��� I � ,� ��,� �� , � � �;' � , � � � � , ' - — - -- -32���, / ; % . /�"%:` . /,,. / �ARCHWAY DETAIL U 7/16" OSB Skin, ripped 2 x 8 Centered to approx. 7-1/2" on Post (Nail to 2x8's @ 12"oc) � 2 x 4 studding o�, @ 16"oc� � Q �� 7/16" OSB Skin� I ���rox. *- 7-I/2' 4 x 4 Bearing centerpost T ARCHWAY SECTION THE PEOPLES BUILDER L.L.C. D 9 i i 2s s��rri s�.e. s���e�:o ';untner.W!`.9f5093 SCn',e.. I/g"—!'-O�' UAi:'-, NOTE: PLAN F1AS BEEN DESIGNED TO ALLOW FOR A MAXIMUM PONYWALL NEIGt1T OF 8' WITN (NO OPENINGS). PONY WALLS OVER 8' REQUIRE ADDITIONAL ENGINEERING. WIIERE FOOTING SECTION "A" IS MORE Tt1AN 8'. - PROVIDE I 6 GA. METAL TIE I.5x4 FOOT MIN.EACf1 SIDE OF SPLICE W/I 6d COMMON NAILS. PROVIDE MST60 BETWEEN PONY WALL ABOVE Wf1EN FOUNDATION f10LDOWN SPECIFIED. 2' T. Mfn. / % E: /' _—_ zx siu Pure R�w�o�sT / (a)�x rurE �'ONY WALL FRAMING ANf� _ o,_— ,a o.,., f _ _ _ : : � -%"� SFIEAR NAILING TO MATCti WALL -�---- � I �I / FRAMING ABOVE. � �, ��' �__ � j /'�/, � �� ��a ° , ;' � — - t10LDOWN SPECIFIED ���%/��j��% -'��% � �__,� � — -- PER PLAN. � ��/��/j�%���' � _ � � � — --- � � � � �m 4'-O" MAX. BACKFILL ���j��/�//�//�i":>j/ // d , � W/O ADD ITION AL �AA��A��A��A��A';;�A��A �� � ° � ,� � // // // // ,��// // D ES 16N. ����V�jj\V��\�V��V�\ \ \ \ \ \ \/\ \/�` �j/��j�\/��A/��A/��A/��A/��A/��A/��A//�A/��A/��j�� ���A<��A��A��A�VA��A��A�VA��A��A��A��A� \i;'�//�//�/,A/�A��A//�//�//�/�/%� \.��j��A.� � � STEP FOOTING DETAIL SCALE: 1/2 = 1 -0 ������€ �,� ���.����€� ��� �� '�'�°�' ,�`��, h�: �� �� � � � , .,� '� � ,�� �',� ,,� �� �',�t1 t �4 /�� ,Z �.3 f'S[!��F3.'�4.� `i� a ���''�-3'�'��" Tt1E PEOPLES BUILDER L.L.C. D I O I 1 25 ST�Fi Sl.E Swte D Surr.ner,lr✓/�9fi09� .., ..: !/t3��=I��O�� DN:-�� E'G Depth of Fr c;nt Porch (varies p�.t°plan) Ne���astrol flashing (or equal)to protect wood frammg -- Lap 6° above, below, and sides ,'______ __. . _ ______ _______________________ Top of threshold = (I-I/2"above OSB subfloor) Top of door � Top of porch/patio: Set @ 5-I/?_"above foundation stemwall threshold is 9 5 r�i _ " - - - for maximum 7-3/4" riser measured from top of threshold. I 3-I/4"above � - I I"Ste t max 73/4"riser) the stemwall ' � 1 � p� yp� � � -- - ' � ' COMPACTED FILL \ -- _T --- 7_ ___ -- � —L- — _ _ T y{��Ga I i C"�n t ` Thickened edc�e to support posts/beams/roof per plan r Porch Detail �PORCh1 / FLATWORK DETAIL � �n ings ou si e e en ry door and rear sliding door to be one step down �I1.t.S.� from tcp of threshold. Typical height of porch to be 5-I/2"above the roncrete stemwzll. Nervastrol flashing must be mstalled pnor to settinq the forms for flatwork, with 6"minimum overizps on each side, top, and bottom. 3'-2" - Depth of typical rear porch landing Nervastrol flashmg (or e�ual) to protect wood framing � Lap 6"above, below, and sides _ �op of threshoid = (I-I/2"above OSB subfloor) To of door — p �5 �ii Top of porch/patio: Set @ 5-I/2"above foundation stemwall for threshold is _ � maximum 7-3/4" riser measured from top cf threshold. I 3-I/4"above T �� - :� -- - ----I I"Step (max 7-3/4"riser) . -- the stemwall = — -------------__ �MPACTrD FILL 1 � _ - -- Typ�ca I I�ea r Porch Deta i I TNE PEOPLES BUILDER L.L.C. D I I I I?_5 57Th1 51.E Suite D Su�nner,W/�98093 _�,;:n_e� I/8"=!'O" oni_: R 2 I PER ENERGY-- – CALCS �/2"G.W.B. 5/g"IYPE X GWB,____ GARAGE SIDE TJI: INSTALL PER ENGINEERED PLANS IN FIELD RIM JOIST� � _ ____ ___ _ \ � � R 30 BATT INSULATION t F 5/6"x I O"A.B.@ – N 77"OC MAX; OR �� PER Sh1EAR DETAIL � PRESSURE TREATED SILL, � 3"x3"x I/4"GALV PIAI E WA511ER5 4"Cpl�C. �LAB>. ,za�as R�bar�iowei ' . #4 BAR HORIZONTAL:' ��i�i�i��i�������i����i�iT�;T�ii��i� • LOC. W ITY1 I N I 2"O F TOP i/\///\//\\//\\//\\///\�j/\//\///\//\//\\//\\/\/\/\\/\//\/j> O�WALL :%������%��%��%��%������%�������������%������j%��%��!���o i������i���i���i��✓������i���������i������i��,i�i���i���i�," N .• Por Gz ra g e s te mwa I Is s tacked %�i�ii�ii�/i��i�ii��/i��i���i�%ii�!i'�i���/iu • N � hi her than 24" but less than 48" �i���i������i����i�������i����iv���i���%� X Q o f ba ckfi I I: Provide 24"#3 Reba r i��i��i��i�i���i���i�i��i��i�/i��i��i��i��i; O v ��������������y����������������������;;��������� �2 dowel s i n to ga rz g e s la b@ 24"oc. ��i������������>>���%�n�%��%�����%��i�%�������� • �� ���;������������������������������;��0�����0� s �i����!O����ii�!;�Q���,���i���i���ii ' 6 M I L. BtAC K ���� %%�'!%���i�� VISQUEEN: LAP �������; o —I 2" SEnMS #4 I/ERTICAL YlOOK BAr�c�i0����� � 8"WALL-48"O.C.��;��U���" ° . ���.✓�i 6"WALL-48"O.C.�;�i���� . � •. �� 7" 2 story ro rie iNro coNT. Fr�.�€kk��� '`�. . • ° Rebar to be Grade 60 �''�i��� i���°�i� i� �i��i�i��i�i�i�i�i�i�i�i�i�i �.��%��� v ���������� v��vo����vv�����,��,��,o���,�;�iv����° per I RC 404. I .2.3.7. I �%,�✓�i�i��i i����i� � � �i����i����i���i���i���i���i�i�.i,i�✓n/ ��'z�����i ����� ����������� �����.����i.�,��,�,�lir%' ���:��%,�;.�<;���� .'��'� in Seismic Design �°�f� story � Category D I 5"if 2 story —(2)#4 E3ARS CONT. 6°stemwall5 I 2"footmgs for I story �T FOUND. DETAIL GARAGE TO (n.t.s.) HOUSE TALL GA�AGE STEMWALLS ��,������ �,� (Optional per Site Conditions) �� � ������ <�.� �� ����� �� v�'�,� ,.� � �,� � � ,, T� �% "� a� �: c� �3 � - � � -. �,� ��,��;4}tl��:'��� TNE PEOPLES BUILDER �°��,t���,;�>��'" L.L.C. D I 2 �� I I 25 571F1 SL F. Suite D �urnncr,WA.`j8093 ..,n:i_. i rg��=I,_��� onis� Place Roof ven[s on lower portion of roof at 3'-0"away from end of overhang Overhanys[c be One-HOUr .__. � Rated as req'd due to offse[ � //�� 2 Layers 7ype"X'---- � � Gyp.Sheathing, Property finish per Archi[ect " Line � � ......................................... � � � - � � One Hour Rated Where < 5'-0" — - e'ryPe°x•• —_ ._. --- _—_..______ � '� GYPSUm I ' � e"Type"X"Gypsum Sheathing as � solid aim�oise � required over qF"OSB sheathing. \�----�.._� . - ---o'ryPe^x^cypsum � Nail the Gyp Sheathing per � sheachinq ac�oise I Gypsum Assoc.file#WP 8105 � ���F��� ca�iry � �� � except increase nail length to - ------------��-��--- - � 2-1/2" 11-7/8" I-Joists, typ. � Sheathing Splice i __-__� .______ .. _.. . __.. �- - .........�.�����i.�.����.�,....��� � Exterior Finish not shown for dan[y \\\ � � iy----- A"Type"X"Gypsum I - � Moisrure Rarrier over - j� � Gypsum Sheathing �� ---_ .-- Zx6 5[uds at 16'OC,typical � � // --- � Interior Nailin er G eottom Plate Nailing --- " j 9 P YPSUm Assoc. � perS.W.Schedule �/ File#WP-8105orequivalen[ - Solid Rim]ois[ II Sheathing Edges and Field per - a"Type"X'Gypsum Shear WaII Schedule: (6" �, °� sheathing at]ois[Cavity � Edges,12"field U.N.D.) �� � I I Rim]oist Toe-Nailing per�. ..__ Nailing Sched�ile ���_ 9-l�Z�� 1-JOIStS� tYp. 6�FILE kWP81 OS specs,osi�q: ` � �� - � 6yp Wallboard - Gyp Sheathing Wood Studs NOTE:No openings or penetrations Exterior Side:One layer 48"wide • s„ --- �_-_-- are allowed when property offset is e TYPe"X"gypsum sheathing . appiied parallel(vertiral)to 2x4 �- -- �--� less than 3'-0". If offset is less than wood smds wim i-s/a°qaiv. --�� --__ _ ____ 5',openings shall comply with IRC roofing nails,4"o.c Ca�vertical _-.. _ - R302.1 and penetratlOns shdll joints and 7"o.c.at intermedia[e - _ - i��- - - I mmply wlth IRC R317.3 studs and top&bottom plates. L ]omts of gypsum may be lek � - — untreated.Extenor dadding to be - - ---- attached[hru studs. -- . • Interor S�de: One layer e"rype ��— -- ._. 'X'gypsumwaliboard,water - - � - � -� �- � -- -I I I_— ress[ant gypsum backing board... - - - .____ ___ ___ ...__ . applied parallel or a[right anyles _ _ _ _ __ _ to studs wi[h 6d coa[ed nails, -_ _ _ - _ - _ 1-7/8"long,0.0915 shank, a" � � � � � � ������ � � � � heads,@ 7"o.c. Exter�or One-tlour f�ated Wall Section (Eave Overhang Detail) OFIRE-RESISTIVE DETAILS: At Property Lines/ Setbacks where wall is less than 5-ft from the property line Tt1E PEOPLES BUILDER L.L.C. D I � I I 25 57TI1 ST.F. Sud:e D Suniner,W!1`�F�0:�3 SCn_c I�g��=��_O�� DnT_. -..--.-............. .. .... .... - Mfg Trusses @ 24"O.C. __.-_.._._. ... Mazimum Outlooker sGaur g--. .� �""' 24"O.C. � _ _- _._ s.TVPe.,X.. Gypsum (2)Layers Type X'Gyp— - 16d nailing @ 6"O.C. Sheathing = Flat ix4 bracing @i 48" �-� ' f or per truss mfg spec - ________-_.-_-___ ProPerty . ;___ _______ _._ . . Line Sheath Gable End wi[h O58 and -�---/ - attach a[edges with Bd @ 6"O.G ` """"' '."""""'.'...."" � typical. Sheath both sldes of gable - I [russ with g"Type'X"Gypsum � Sheathing - __ I ___ One Hour Rated Where < 5'-0" � — — „°rYPe°x•• ...__. ._ .. . ._ � �% GYPSUm � �� � e"Type"X"Gypsum Sheathing as ° �- ----- solie Rim�oist - � � required over�'-�"OSB sheathing. -�-���----,_.��- s ----a"TvPe"x°cyPSUm I Nail the Gyp Sheathing per � sheath�ng ac 7oist Gypsum Assoc.file#WP 8105 - £F�F£FFFFFrr£FF, ca��ty = F� rFr r �F� � excep[increase nail length to ; - � 2-1�2 ' 11-7/8" I-Joists, typ. � Sheathing Splice -----_,_ , �\ , I _ . .,, � Exterior Finish not shown for dari[y � �- i _ � �_-___.-a..7YPe.x..GVPSUm Mois[ureBarrierover �'/ � ��� -� � 2x6 Studs at 16"OC,typical Gypsum Sheathing �-"- _% � � ' interior Nailing per Gypsum Assoc. eottom Plate Nailing - � % � per S.W.Schedule j� Pile#WP-S105 or equivalent � � ---- Solid Rim Joist: � Sheathing Edges and Field - �� I --, q"Type"X"Gypsum i per Shear Wall Schedule: ��\ �� �shea[hing at Joist Caviry (6"Edges,12"field U.N.O.j I I Rim 7oist Toe-Nailinq per Na�r�9 s�ned�ie �-_ 9-1/2" I-JOiStS, typ. ,, � _ _ NOTE: No openings or penetrations — -- are allowed when property offset is - __ � `r��� __ less than 3'-0". If offset is less than � 5',openings shall comply with IRC �� � R302.1 and penetrations shall — comply with IRC R317.3 --- -. -..�. �..(� _ —_ ---- __ . ---- ._ I --� I � _.-I � I_) I-- I I I I ����'-_. -I I I— I I-,-- I I I�;� ,I I I,_._ .I I I Exterior One-hour Rated Wall 5ection (Gable End detail) 0o FIRE-RESISTIVE DETAILS: At Property Lines/Setbacks where wall is less than 5-ft from the property line TNE PEOPLES BUILDER L.L.C. D I 4. I I?5 57l FI Sl.E. Suite D ��inner.Jl�.98093 5a1'.e: I/P,'=1'0" cn�,-, When a gable side has roof overhangs extencing (Gabl e End detail) less than 5 ft but more than 2 ft from the 7/16"OSB Roof Shea[hinq _..�._..__._ ...�_�_....�� _. MfrTrusses property Ime, one-hour rated construct,on i ; Max;m„m o�uooke�sPa���9____ @ z4"°.c not reo�uired if there are no gable vents mecst g Z4��°�� 2009 IRC Table R302. I , Footnote "b". No�aeie�e„�s auowea — i�d na�i��9 c�e^o.c. Fla[lx4 bracing @ 4H" .� or per truss mfg spec Sheath Ga61e End with OSB and ��� - . ___ ___________ ______ attach at edges wi[h 8d @ 6"O.C. typical. � '�""a" Exterior Finish not shown for ,_-- cl a ri ty Place Roof ven[s on lower portion of roof a[3'-0"away from end of overhang � �� Solid ebcks i�� / When an eave or roof overhang extends less t:han No ve�rs� j'� %� 5 ft but more than 2 ft from the property Ime, P'oPefry one hour rated construction is not required if Line � im:���r�m��mu..mrr��� i i' there are no eave vents and there is solid blocking i meeting 200J IRC Table R30?_.I., Footnote "a" i -- i --- �{,ontli[ion when wall is 5'-0"or grea[er but overhangs are less man 5'-0' � 1/2'Gypsum, - -- ,-� rypical � �i Oii �- I m I n. ---Solid Rim]oist(I-]oists) � I I I "Fj'�""� i - - i — 11-7/8" I-Joists or j sheathing splice --- --�� 18�� Web Trusses �- I � _ _ .................... I - I � UY� Gvnsum,rynical I - �' � Mols[ure earrlerover ---�� - " �� ! O58 shea[hing � �� - --- Zz6 Studs at 16'OC,typical ._\.__._.._._ �� ,,_,�; � Bottom Plate Nailing --�- ��— II per S.W.Schedule \ - Solid Rim]oist I Sheathing Edyes and Field per --- � i Shear wail Schedu�e: (6" �\ . . Edges,12"feld U.N.O.) - I �� . I Rim Joist Toe-Nailing per — ���n Nailing5chedule �-._ �� 9-1/2" I-Joists, typ. — _ � ___ NOTE: No openings or penetrations -° are allowed when property offset is � . less than 3'-0". If offset is less than __—� . ������__ � � S,openings shall comply with IRC �� � ---�-- �� , �� � R302.1 and penetrations shall __—- - _ --_-�...� • comply with IRC R3173 - ---- --- �1:_• . _ �- — - - I 1= =1 I 1--1 �I I 1 -- -- --- -- - - - - O FIRE-RESISTIVE DETAILS Exter�or Wall Sect�on : Walls at 5-ft or more; Eaves Pro�ecting into the 5-ft Setback TNE PEOPLES BUILDER L.L.C. � � 5 I I 2 i 57Th1 ST.F. Suite D Sumr�er.V✓A 98093 _G�_I.�. I/fj'�-��_�.� Dn;=. DC.)BLE 2x6 TOP Intermediate Framm Details Pl�' TE (AT EXT. WALL) g (WSEC Builders Field Guide, 8th Edition, 2009 2xE; CORNER STUDS (iN'O STUD CORNER) DR'rWALL CLIP 2xF� BOTTOM PLArE DOUBLE 2x6 TOP TWO STUD PLATE (A- EXT. WALL) CORNER PREFERRED OPTION 2x6 CORNER STUDS Optional Details Allowing Easy �ThREE sru� coRNER� Placement of Insulation 2X6 BoT roM PLATE OPTIONAL MODIFIED CORNER FIAT 2x4 6LOCKING 2x6 STUDS @ Exr. wa��s �FRAMING DETAILS �� 2x4 FRAMING AT �n.t.S.� WT. PARTITIONS header Details LADDER BLOCKED INTERSECTION AT 4x 11EADER IN 6x WALL INTERIOR/EXTERIOR WALL DOUBLE 2x6 INTERSECTIONS RIGID TOP PLF�TE I NSULATION' � FLAT STUD INTERSECTION � � f'. DOUBLt 2x6 �l � roP Pv�re —4x t1EADER (AT FXT.WALL) —2x NAILER (IF NEEDED) ONE STUD INTE�SECTION: 2x6 STUD(�LLOWS PREFERRED OPTION 4"OF INSULATION NOT[:ACTUAL 11EADER SIZES TO BE B�TVJEEN STUD 8 CALCUL.ATED FROM LOADING CONDITIONS. SYIEATIIING) 'RIGID INSULATED FIEADERS(R-10)RE�UIRED 2x6 FXL �. FOR INTFRMEDIATE AND ADVANCED F�F'.AMING W�LL Si UDS 2x4 FRAMIN;AT DRYN/AI I_ INT.P�RTITIOVS CLIP Tt1E PEOPLES BUILDER L.L.C. D I 6 I I 75 57TF1 ST.E. Swle D Sumner.WA 98093 ,c.a_t-!/6"=;�O�� Qn�.,=: . Mono-�our �oundat� on Use steel straps at top of footing forms � Form cleat I-I/8" Laminate ��Rap-I-Form" Mono-pour strap form panel Place at all panel ends, and ° • 24" oc max for 24" high walis � < Form cieat: , a.° • I 6" oc max for up to 48" high walls 8"for ?_-srory 6"for I-story `� a ", 2x8 footina� form: 8d duplex nail, thru strap 9a'". I 5" wide for 2-story to form board � f I 2" wide for I-story Metal #4 Rebar 60 qrade: _ '4 .am �' :e� "" ' _ , stakes • ° (I) in footing ' . (I) in ste.mwall T l -