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3027 Standard Details and Sections �I CONPOSITION SFIINGLES OVER I 5# FEL`OV�R 7/I 6`OSB S�IEATFIIKG. MAyUFACTURED STANDARD-RUSSES @ 24"O.C.PER � �ROOF FRAMING PLAN.TRUSSES�O BE DESIGN°D BY WASti.STATE APPROVED TRU55 MFG. ATTIG H-I CLIPS @ A!L TRUSS-TC-PLATE LOCATIONS R-49 BLOWN INSULATION AT Ai'�IC CONT.ME-AL SECOND FLOOR', �GUTTER PIATE t1EIGhi-' �. 1/2"GWBTYP. 3/4"Tf6 OSB SUB-FLOOR GLUED AND �� NAILED TO rLOOR TRJSSES,SPAQNG b - 2x6 Strongoac�@ I O' WSTALLATION PER ENGINEEf2ED PLAN o� See oc max to stiffen fioor j Detail"G" PROVIDED 3Y SUPPLIER. SECOND FLOOR.I1"cIGNT �_��g^OPEN NF3 FLOOR � FIRST FLOOR PlATE Y1EI6tiT -RUSSES @ 24"oc - 1 : B2 V2"h1EADER � = t1EIGl1�TYP. � _�2"RIGID WSUL. TYPICAL EXTERIOR WALLS: VINYL � (outsiae)@ F1EADcRS ��SIDING OVER WEATIIER RESISTIVE iNTERIOR V✓ALLS:2x4 I1.F.#2 See BARRIER(per IR��R703.2),OVER - STJDS @ I 6"O.C.BEARING. Decail"�' 7/I 6"OSE St1�AT111NG,OVER 2x6 �p 24"O.C.NON-BEARING. ;1,F.#2 STUDS @ I 6"O.C..WIThi R-21 BATT INSULATION. R-30 BATiS� SU3FLOOR IIEIGIIT 3/4"TaG OSB SUB-FLOOR GLUED AND NAILED TO FLOOR TRUSSES.SPACING S � b"MIN.CLR. 4x!O BEAV� INSTALLA710N PER ENGINEEREG PIAN � �� . � � �'T�i�i BY SUPPLIER. � i i i i i ii�i i..�. . . : ;� + : .� ��ii\��i\��i��\�ii� '�.v��ifi�i U iii ii i ii i ii i ii iii i iiiiii i U�y��. ti;��n��i��vv%��^��^��T^%��k��\��i��%��i��i�n��i��`%��%��%�`%�i��i�`%uNT�ii��G��`��iiv�u�/T i ~�i�r y �i�%�/�i i��n� i��nn�� nr�i�ni�i�iv�� .�.��irkT\i�i��i��iT��?iT��T\iNi�,�ii?�iNNi?:��?�l%i:�i��ii?�i��i,�i,Ya��>�,��,1��..��,�,�,��.a��,�i.�i.�i�✓��i��i,�a�.a�.��..� 8"WIDE�OUNDATION WALL 6 MIL VAPOR BARRIER lAP I 2"UP EDGES. #4BAR5.t10RIZONTAL AT I 2"O.C. #4 BAI25 VERTICAL AT Rb'�O.C. !5'WIDE FOUNDATION FooTwc: �'P• TWO STORY z Ho�izoNra�aa BaRS. B BUILDING SECTION 3"ABOVE SOIL ��t� �n� � � �`°�'�� . ��'�, .� � � `� ��F �� ,� z ,�.� G �`�f , s.. ;:. �� e__�,��: ,,,,,�. ��`st��,��.'�%� i� � IL �� . . _ ; __. � �� . , : The Peoples Builder LLC �� `' D� i i 25 5�tn st E, #� STANDARD DETAILS Sumner, WA 98093 AND SECTIONS ' Vinyi sidmg over 7/I 6"OSB �weather resistive barrier per IRC R703.2. 2x H.F. #2 stud framing @ I 6" o.c. R-2 I insulation, typ. SHEAR CONNECTION: I 6d Nail,typ. (plate to rim) Sf1EAR PANEL EDGE NAILING per shear wall schedule per Shear Wall Schedule PANEL SPLICE: All panel edges to have s14"oss r��SuaF�ooR,��ue�s � �NAILED mirnmum 2x backing for edge nailing FILLER PANEL I Od @ I 2"typ, TJI SPACED PER except:IOd @ 6" for SW4, SW5 , ENGINEERED #4 bar horizontal: " PLAN IN FIELD Loc. with�n I 2"of top of wall � ��Pressure ireated 2x sdl z � FINISII GRADE • 5/g°x I 0" A.B. @ 72" o.c. (Or per shear wall � � � � � � � � Rebar to be Grade 60 � �/��/%�/��/%�/%�/%�/ � schedule) not less than 7 bolt diameters� not er IRC 404.I .2.3.7.I `-° %%�/%�/%�/%�/i�/%�/ •. �. more than I 2"from plate end; 7" min. embedment p J��/��%��/�\/��/ of A.B.; use 3'k3"x I/4" alv. late washer er IRC m Seismic Design ;�� 602. I I .I � p p Category D �� /��j��j��j/ ,� . -� � �/�/�/��' �� #4 VERTICAL t100K BAR: �/��j��j��i��j j��;��/��j�� 8" wall - 48" OC to tie mto cont ftg bar ��.��/ / / ��!/��/. \�\\� FODTING DRAIN_� / 8"2 STORv wiFitTERr�e,�i� 6 MIL. BLACK VISQUEEN, EXTEND TO FOUNDATION WALL, LAP JOINTS I 2" 4"Pl/CSOLID.�� 5' 2 STORY �oown�s�oursl (2)#4 BARS CONT. � FDN DETAIL FOUNDATION WALL AT FRAME FL OOR �3/4" OSB T&G SUBFLOOR, GLUED & NAILED r'��`�•Trr#'�f �,� �i��a,�,?�};�� TJI SPACED PER ��,�,;�, �r�-�r� � � ENGINEERED PLAN IN FIELD �„ f � � �= `�,\ � � / �4x10 DF BEAM TYP. Y� �,; �,� � % 16" 2x GUSSET .�, r �'' �'� � � � �it^��$.r:;`:.�;,_'i-�`� i �f��:��.�''�n+�'�� i � • 1 STC TRUSS o� 4x4 POST �, • ' �f CLIP Reba�to be Grade 60 N z per IRC 404. I .2.3.7.I �� ' ' • � . ° , in Seismic Design N � • � .. .. . Category D /i//////•////// / ///.j///////////// ////�/ �/�/�/�/�/�/�/ /�/�/�/�/�/�/�/�/�/ �/� /�/�/ �\//�\//�\//�\//�\//�\//�\//\�\�\�j/\�j/\�j/\�j/\�j/\�j/\�j/\�j/\�j/\�\�//��//� ��\/ �%��y��%�i� i��i��%ti��%�i��%`%��`ii�ii`ii�ii��i��i�i��i��ii��i��i��i��i ��;��/��%�� j��j��j��,/,��%�i�/� �i��/��./,�i NOTE: 24"STD PIER 6 MIL. BLACK VISQUEEN, J so"POINT LOAD PIER 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. p FDN DETAIL BEAM TO PIER PAD DETAIL The Peoples Builder LLC STANDARD DETAILS D� i i 25 5�th st F, #� AND SECTIONS Sumner, WA 96093 Rebar to be Grade 60 Rebar to be Grade 60 R-21 PER ENERGY per IRC 404.I .2.3.7.I CALC'S m 5eismic Desi n per IRC 404.I.2.3.7.I i/z^�.w.s. g m Seismic Design Category D 1/2"GWB, Category D GARAGE SIDE T7I:INSTALL PER ENGINEERED PLANS IN FIELD RIM JOIST 7 EXTERIOR WALL PER PLAN / GARAGE R-30 BATT INSULATION 5/8"x10"A.B.@ 72"O.C. PRESSURE TREATED E MAX.OR AS NOTED;W/ �2x SILL PLATE � 5/8"x10"A.B.@ 3"x3"xl/4"GALV.PLATE E 72"OC MAX;OR WASHERS AS NOTED �` PRESSURE TREATED SILL, #4 BAR HORIZONTAL:* N � I 3"x3"xl/4"GALV PLATE WASHERS LOC.WITHIN 12"OF TOP OF WALL 4"CONC.SLAB w/ * - #4 BAR HORIZONTAL: 4"SLOPE TO FRONT N J LOC.WITHIN 12"OF TOP 4"THICK CONC. . % ' � , ; ,' . � . x� OF WALL SLAB � ��a CONCRETE 8' ABOVE GRADE % . . ,-- '.�\%��yi��i��r��i\�i�i��ii��i��i��i�i�/�i�- a~ �` — �.�!�.�. �� . . �i��i>�i,�iti�,��i��y�i�i��i�� ¢ ��l�4'PVC SOLID � .' •�� ' ��y�� 6 MIL.BLACK �� v �;.�i✓,,i,�� i r ti��i�. .. z (DOWNSPOUTS). �iii�i�� VISQUEEN:LAP ;��,��.��'. #4 VERTICAL HOOK BAR: ��6� � ��%�� 8"WALL-48"OC �i��i . � �12"@ SEAMS �y��y��^y��T�n�� #4 VERTICAL HOOK BA��i� I `� ,;,�� - TO TIE INTO CONT.FTG g^yyALL-48"O.C.�'��\�� 1 �'�, $„ g" iT��i�� % BAR TO TIE INTO CONT.FfG.��\ • .!' � °� j �- ..�� ,�„� •.. ��li�%�� i�i��i��i��! �-��8"2 STORY (2)#4 BARS ��^��i?��j�� .i��!J'�IiT�� ii i�. CONT. $"2 STORY FOOTING DRAIN 15"2 STORY W/FILTER MEDIA 15°2 STORY (Z)k4 BARS CONT. IF REQUIRED E FOUND, DETAIL FOUNDATIONWALL@ FOUND. DETAIL GARAGE TO CONCRETE SLAB F HOUSE _ H STAIR & HANDRAIL DETAIL PER: IRC 311.7 1"BAFFLE FOR VENTILATION� �I CFI �I�L COMPOSITION ROOF � G�J'YF SHINGLES OVER 15#FELT, \ a OVER 7/16"OSB SHEATHING � \ w ROOFSHEATHING TO Z PERIMETER BLOCK NAILING: � 8d COMMON @ 6°O.C.� � (R-49) °? INSULATION i 2x VENTED � ' HANDRAIL(TO BE WOOD BLKG. ENGINEERED ROOF �ON RIGHT SIDE CONT.ALUM. pER PLAN @ 24 O C � ASCENDING) GUTTER� � O I�O"._MIN. TREAp � H-1 CLIP @ EVERY mI TRU55 '��.I �,�I 2"tYG� �k '� PRIMED WHITE � WOOD TRIM 1/2"GWB WITH � VAPOR BARRIER �m 3/4"MIN. (LOW-PERM PRIMER) t� 1-1/4"MAX. (NOSING) 1/2"SHEETROCK WHEN� � Proflle oftread TYPICAL EXTERIOR WALLS: VINYL SIDING OVER OPEN BELOW STAIRS. to comply with WEATHER RESISTIVE BARRIER(per IRC R703.2), [riC k311.5.33 OVER 7/16"OSB SHEATHING,OVER 2x6 H.F.#2 STUDS @ 16"O.C.,WITH R-21 BATT INSULATION. ��4t�f'}� j4'A � ROOF FRAMING ��,�,��`��r��,�� ',� � � �� :� � � The Peoples Bu�lder LLC � � •�� i i 2s s�tn st E, #� STANDARD DETAILS �` �,� � , ,� D3 AND SECTIONS ��.'�°`'�^�`�"`��`� Sumner, WA 98093 �;?��,,�:�' NOTE:HOLD NON-P.T. TOENAIL w/2-Bd COMMON MATERIAL UP FROM CONCRETE NAILS,(16"O.C.) q"&HOLD WHITE WOOD TRIM APPROX 4"UP FROM CONCRETE 2x BL CKING � ENGINEERED MONO-TRUSS � � PC44 POST TO ��ie��o.s.e. —. BEAM TYP. sa @ 6°o.c. � 1 x4 WHITEWOOD \ f�— \ DGER w/2-16d , NAILS MTO STUDS OR I —-- RIM @ 16"oc. ,70IST I IWRAP 4x4 WITH / 4XU WHITEWOOD ON SIMPSONLU-24HANGER,typ. � 5/ ' I FRONT AND BACK AND Zx BLOCKING W/16d �� X4 �N SIDES TOENAILED II � OR WRAP 4x6 WITH I 5�4x8 WHITEWOOD ON per plan FRONT AND BACK AND i ' � 1 x4 ON SIDES II I 5/4x6 WHITEWOOD � ABA44 4x4 POST , , , BASE (aBa46 4X6) PORCH TO HOUSE WALL CONNECTION . . , . .°. �• �� HH N.r.s. Optional Covered Porch per Plan ' �� STD PORCH POST DETAIL K N.T.S. DRYWALL FIREPLACE DETAIL P (OPTIONAL) F�'` GYPSUM WALLBOARD OVER 7/16"OSB ON 2x4 FRAMED SHELF @ 51" ABOVE SUB-FLOOR m �` i � � 2x4 FIREPLACE WALL FRAMING TYP. 36-I/2" .. R.O. Width "; � 1Zx12 TILE SURROUND v i — — � 5�_�� , � ! Length of face wall CENTER FIREPLACE IN 45°2x4 WALL � �C�.�� ,.a.�-� . �� Rti1i. � ROUGH OPENING FOR F.P.36-1/2"wide `4x�-t� �,r� x 36-3/4"high(VERIFY MFR.R.O.) �,'��' � `�� ;a . . . �; �' �,. Wr � The Peo les Builder LLC '� � � ""� �.4�"� p STANDARD DETAILS �'-�,� ��, �;,�� .�' DL� I I 25 57th 5t E, #D �,r'^��°"'°`'TM� Sumner, WA 98093 AND SECTIONS ``�`��=��" i DO NOT INSTALL CEILING DRYWALL FASTENERS GLOSER TF1AN I 6"TO WALLS B TIZUSSES �I 6" I 6"� FASTENERS � ASTENERS 25 GAUGE I.5"x I.5" 24�� . C.y . L-METAL CONTINUOUS "FLOATING"CEILING PANEL EDGES � WILL ALLOW TRU55 MOVEMENT FASTENERS N� 1 FASTENERS w/OUT DRYV✓ALL CRACYJNG. FASTENERS GEILING PANEL � SUPPORTED BY WALL PANEL(MAY 6E FASTENED TO WALL \ CAP) 51 M PSON STC CLIP 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 Floor Stud Wall Bottom Plate Connection / per Shear Wall Schedule r 3/4° T�G Subfloor �� 7/I 6" OSB, nail per shear -��;��r r;';� - ��-��:�-��,�r- panel above �� ', 2x4 Continuous Ribbon �'�'� tl� Blocks, inset into Floor Truss �, Ji. - ;1 ` flush @ top and bottom � �� ,�� _ � '� �� — � �. 1 �i� --2x6 Strongbacks~�;� `l� ,�.� �"' @ I 0' oc, � �� (3) I Od Nails in face of each OPTIONAL �� ribbon block, typ �j� ji�r/,/�%�'i�;�-i"�ii- %-i-,i/,=-�,%ii'-%l�%��i-/�',�/j/ � Top plate connection per shear wall schedule OWeb Truss Det�ail: Second Floor I 8"Trusses �<3��'� �� +�?�;1t�}�j�,�r� � �` 2x6 Main Floor Stud Wall �� ' �� w . � � � .7` � The Peoples Builder LLG STANDARD DETAILS �� '�".yx��',�� D5 I I 25 57th St E; #D �;��,, Sumner, WA 98093 AND SECTIONS Dimensions: Archway at Livi ng Room 9-1/2" at top-center 18�� at springlines-sides (Optional: Applicable only if shown on floor plan) � , ,; „/, r, � ,;"' /! / � N / , ii � / �//� �;,'/�" / 'i /i i // � /� i/ / ��,�� ,�// �r, ' � � �/% �� i� i,�i j' — ,/% � �' � i ,'i %�; % / � ' %� Open �;��, �� , i� �� ,; , /�, ,;; ;,�-' ;,; %�ii ,'i % ,,, � j I /� � �� % 1/2 wall @ 40" � � s -;� � � ''ii; ,,�� i� /i�' � , �;�, i, � � i� '!i 32�_�� /' I �, !j�' ��/ M ARCHWAY DETAIL 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-IN @ 16"oc� Q�,�; 7/16" OSB Skin J a rox. �-.iz, 4 x 4 Bearing centerpost �ARCHWAY SECTION ��;�� z'41l¢��'��, ��„k r� y.,��„ � s:�:` � �� ;t'; ��„ '�� t � .. �. ...e� '�' �' �-t"P3+ a j�''..:�, . � The Peoples Builder LLC e��#��1 1 I 25 57th St E, #� STANDARD DETAILS D6 Sumner, WA 98093 AND SECTIONS NOTE: PIAN HAS BEEN DESIGNED TO ALLOW FOR A MAXIMUM PONYWALL �1EIGHT OF 8' WITH (NO OPENINGS). PONY WALLS OVER 8' REQUIRE ADDITIONAL ENGINEERING. WFIERE FOOTING SECTION "A" IS MORE TI1AN 8'. � PROVIDE I 6 GA. METAL TIE I.5x4 FOOT MIN.EACti SIDE OP SPLICE W/I 6d COMMON NAILS. � PROVIDE MST60 BETWEEN PONY WALL ABOVE WI1EN FOUNDATION t10LDOWN SPECIFIED. � 2 '. Min 2X SILL PlA7E 0.1M]O]Si (2J 2X PLAiE e.ve.............. � PONY WALL FRAMING AND - Sf1EAR NAILING TO MATCH WALL -----�-- -a-�i-� _ ° FRAMIN6 ABOVE. a � �� _ a ° � `� `�� ° HOLDOWN SPECIFIED ��%��%��% ��% � � � � _ �° °e PER PLAN. - \ \�\ �A� � �° o _ a . �� --°------ �%�A/�A �Aj A/a � ° a ° a a 4'-0" MAX. BAGKFILL �i�/��% /�/ / / / a a a � � ° /�//�//�//�//�//�//�/ , , � E�I GDD IT 10 NAL ��j/�A//�j/�//�\//�j��// a ° ` a ��j��j�A/�A/�A/ a a �/��j�� /��/�/�A/�A/�A/��/�A/��/��/��/��/�A/ \,A//�//A/,A/A/iA//�//�//�/�/%� \.�AA/�AA.� � STEP FOOTING DETAIL � SCALE: 1/2" = 1'-0" �c��'� �,�� 4,��,��,�, � ��, � ' �`� �� ;, �� .� . ,,:� � � � � �F �� ' .� . .�`.�-��,��'�A:�,�� '��r�:��' The Peoples 8uilder LLC STANDARD DETAILS D� I I 25 57th St E, #D Sumner, WA 98093 AND SECTIONS 6'-O" Depth of Front Porch (varies per plan) Nervastrol flashing (or ec�ual)to protect wood framing --- 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/2"above foundation stemwall threshold �s 9��r�� _______.__ for maximum 7-3/4"riser measured from top of threshold. 13-I/4"above I-- T' II Ili Ili- the stemwall , I II �II iill II�I iI II-1I �I Ii�-II .. � -- I I"Step, typ. (max 7-3/4"r�ser) III II II 'IL-I Ilil �I,II' II II i i i I I I II�I �I COMPACTED FILL � II I II,- III III i i i i ii lil �II !I' II III II II III Ili III II I JII II ill il II II I I' �I! II I'= =11i II ili il I� III II� III li III � I II I i I� II'=11 II I �-II-' II�I Ili i �II I.I Ili II !II III II.III,IN III II II Ili_I II II T- , ��-i iT=i i _I�-ii, l;i i� II II�I!�� I i II� ii II-1 i ii I��L-i i• _ - = i 1�1=11I II! II!�I11=1 I !I-1i I I-11' I - - - - - - - r r lan rt nosts beams oof e -Thickened ed e to su o / / P p r n 9 p p � i I F t T ca o YI� Porch Detail Landings outside the entry door and rear sliding door to be one step down from top of threshold. Typical height of porch to be 5-I!2" above the concrete stemwall. Nervastrol flashing mus� be installed prior to settino� the forms for flatwork, with 6" min�mum overlaps on each side, top, and bottom. 3_2 Depth of typicalrear porch lar�dinq Nervastrol flashing (or eaual)to protect wood frammg i 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/2"above foundation stemwall for 9.5"TJI threshold �s �. '• . .' � mawmum 7-3/4" nser measured from top of threshold. 1 3-I/4"above I l i I T I I� i , __ --I I"Step(max 7-3/4"riser) the stemwall • �IIIIIIII�II IIIIII III II III�I - III IIIJIi III �11=111 �I� TI=11 II! 111=11 II IIi=1J I I I I� I I I l i 111=1 I I 111=1' !ICOMPACTED FILL�I.I il=lil C Il�-il I�I III-IT: i i i i i i I' I I '.I I� 'l l 111=111 I I� 1= � II Ili li:III Ili 111=1 II� II' III II U III II I li II II II Ili I! II I��lil III III II 111=11i I'I I ��s��°� � • I-1 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 � � �`j_ � � i r- i i �i- �i ii '� �i}:.'S�:�t{ . - - - � �� ,x��i�`.� ��,�. -� � °�r Typ i ca l Rea r .;��" �. �� Porch Detail � �`� ,�� t? `�'"�+ , ;: The Peoples Builder LLC �� I I 25 57th 5t E, #� STANDARD DETAILS D8 Sumner, WA 98093 AND SECTIONS R-2 I PER ENERGY CALC'S I/2"G.W.B. 5/8"TYPE X GWB, GARAGE SIDE TJI: INSTALL PER ENGINEERED PLANS IN FIELD RIM JOIST � R-30 BATT INSULATION E X E 5/8"x I 0"A.B.@ � 72" OC MAX; OR �' PER SIIEAR DETAIL � PRESSURE TREATED SILL, � 3"x3"x I/4°GALV PLATE WA511ERS 4°C��. �J�AB o, ,240 k3 Rebarpowel . . #4 BAR rIORIZONTAL:" ��?\��\��\��\��\��\��\��\��\� . LOC. WITHIN I 2"OF TOP j\\\�\��\/��/��\/\\/�\\/�\\/�\\\��\/T�ii��o : OF WALL i��i�i��i��i��i��iT�ii`��i��ii��i��i��i��i��i��i��i��i i��i��i��i��i`��i%�i�O��i��i%ii%i�%�%�o N 9 " For Gara e stemwalls stacked %?�ii��T��i��i��i��i��ij��/i��?��ij��T�/i��/i��i . N J h�gher than 24" but less than 48" ��%��%��T��j\ij\��%�\i%\/\�j\�\��\i%\ij\i%�\�/�\�D �U of backfill: Provide 24"#3 Rebar �\\/\\/��j�\\/��/�\\/\j\/�\\j\/�\/��j��/��j��j�\\/� , �� dowels mto garage slab @ 24"oc. �!��%��i��%�%��%��%��%��%�%�%��%��%�� Q ✓��G��/.�� Q 6 MIL BIJ�CK \��/��j��I��j��j��j��j F � ii�ii��i��i�� • VISQU_EN: LAP ��i� #4 l/ERTICAL h'OOK SA+�'�%i�� , �I 2" @ SEAMS ��i�.. . � 8"WALL-48"O.C.?�ii��/i�ii � � � � � 6"WALL-48"O.C.,�i��ii�� , . , 7" 2 story ro Tie iNro coNT. ��.��'i . . ' Rebar to be Grade 60 ��.i,�i,� �v��i��i i��i�� i��j��j��j��j��y�� i��i��i�i��i i��i��i� � � ��i��i��i�!i��i��i��i��i��i�i�.i.i,ii.r per IRC 404. I .2.3.7. I ��i��i��i i��ii �`��`r�`� �� Oi,�iT�,��,�,��?�ii;�i,�, ��! ;�; . „ �, ��.�� in Seismic Design 8" �f 2 story Category D I 5"if 2 story (2)#4 BARS CONT. 6"stemwalls !2"footin9s for I story T FOUND. DETAIL GARAGE TO (n.t.s.) HOUSE TALL GAf�AGE STEMWALLS (Opt�onal per S�te Cond �tions) �� t� � � �� t�� .� � � � � ,�� ; The Peoples Builder LLC .�, �,.�.�� STANDARD DETAILS �.� �'.•�:��;.;�.� D9 I I 25 57th St E, #D �� Sumner, WA 98093 AND SECTIONS °`"��:��•��' Place Roof vents on lower . portion of roof at 3'-0"away from end of overhang � Overhangs to be One-HOUr / Rated as req'd due to offset� 2 Layers Type"X" � Gyp.Sheathing, Property finish per Architect Line I � I One Hour Rated Where<5'-0" g"Type"X" � Gypsum �� s�� Solid Rim loist I s Type"X"Gypsum Sheathing as �� required over 1'—�"OSB sheathing. � �� e"Type"x^Gypsum I Nail the Gyp Sheathing per �� sheaching at�oist Gypsum Assoc.file#WP 8105 cavicy I except increase nail length to z-i/z" �11-7/8" I-Joists, typ. Sheathing Splice ....,.,..�.............................. IExterior Finish not shown for clari[y I8"Type"X"Gypsum Moisture Barrier over Gypsum Sheathing �� 2x6 Studs at 16"OC,typical I Bottom Plate Nailing � Interior Nailing per Gypsum Assoc. � File#WP-8105 or equivalent I per S.W.Schedule � Solfd Rim Joist Sheathing Edges and Fleld per �� 8"Type"X"Gypsum I Shear Wall Schedule: (6" � � shea[hing at Joist Cavi[y Edges,12"field U.N.O.) I Rim]oist Toe-Nailing per � h ruau��g s�ned�ie —� � !`�v n� � � 9-1/2" I-JoistS, typ. GA FILE#WP81 OS specs,usng: Gyp Wallboard Gyp Sheathing wood Stuas • NOTE: No openings or penetrations 6ctenor Side:One layer 48"wide 8"Type"X"gypsum sheathin9 � are allowed when property offset is applied parallel(vertical)to 2x4 less than 3'-0". If offset is less than wood studs witn i-3/a^galv. — !— , 5',openings shall comply with IRC rooeny naiis,a^o.c.@ vertical � I � R302.1 and penetrations shall joints and 7"o.c,at intermediate — i I • I� comply with IRC R317.3 studs and top&bottom plates. ! lofnts of gypsum may be left � � � untreated.Exterior cladding to be � attached thru studs. • Intenor Side: One layer y"Type "X"gypsum wallboard,water — .,, I I � resistant gypsum backing board... — , i . � i applied para�lel or at right angles i , , �� ! , to studs wlth 6d coated nafls li � � - I i�� , � � �, � � � � . � � � � � � 1-7/8"long,0.0915 shank,4 heads,@ 7"o.c. Exter�or One-hour Rated Wall Section (Eave Overhang Detail) �� ,� ��,��.� �� f �,`�`� � � � � � � � � s s f �!�' The Peoples Builder LLC � �` D 10 I I 25 57th St E, #o STANDARD DETAILS �,��;.��;,�••,��`� Sumner, WA 98093 AND SECTIONS °''`��:��-�' — Mfg Trusses @ 24"O.C. ., .....: Maximum Outlooker spacing e"Type"X" 24"O.C. � 'i GYPsum (2)Layers Type"X"Gyp 16d nailing @ 6"O.C. Sheathing Flat lx4 bracing @ 48" � : _ ___ ____''____or per truss mfg spec Property Line Sheath Gable End with OSB and . .,,,.., attach at edges with 8d @ 6"O.C. I typical. Sheath both sides of gable truss with 8"Type"X"Gypsum - Sheathing ' one Hour Rated where<5'-0" _ \� g"Type"X" Gypsum �� 5�� \� Solid Rim)oist g Type "X" Gypsum Sheathing as ��{ required over 16" OSB sheathing. �� e"Type"x"�ypsum I Nail the Gyp Sheathing per �� sheathin9 at�oist Gypsum Assoc.file #WP 8105 Cavity except increase nail length to 2-1/z" � 11-7/8" I-]oists, typ. I Sheathing Splice .,,..,,. ,.,.. II Exterior Finish not shown for clarity �� 8"Type"X"Gypsum �� Moisture Barrier over Gypsum Sheathing �� Zx6 Studs at 16"OC,typical I Bottom Plate Nailing ?�� Interior Nailing per Gypsum Assoc. }� File#WP-8105 or equivalent per S.W.Schedule I��C i �°C Solid Rim Joist �! Sheathing Edges and Field �� e"Type"X"Gypsum per Shear Wall Schedule: '� sheathing at Joist Cavity I (6"Edges,12"field U.N.O.) �I Rim Joist Toe-Nailing per � K � „ Nailing Schedule � '�`�� 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 — ' — 5', openings shall comply with IRC � = R302.1 and penetrations shall — �, . comply with IRC R317.3 — I�1 — — — — . _ ' '� I—I ! � —I I I i � - , , , „ Exterior One-hour f�ated Wall Section (Gable End detail) �� ;,�� `,:y'` � �'�.� � c.: � �" � m � a: :t: ,�„ '�,�,�rt T �, The Peoples Builder LLC ��,';'�„�,. -�,�,�`° D� � I I 25 57th 5t E, #� STANDARD DETAILS ��y��.� Sumner, WA 98093 AND SECTIONS When a gable side has roof overhangs extending (Gable End detail) 7/16"O5B RoofSheathing less than 5 ft but more than 2 ft from the MfrTrusses propercy line,one-hour rated construc'tion is Ma,i,,,,,m Outlooker spadn @ za^o.c. not required if there are no gable vents meeiing za°o.c. 2009 IRC Table R302.I, Footnote"I7��. No Gable vents allowed 16d nallin9 C 6"O.C. Flat lx4 bradn9 @ 48" or per truss mtg spec Sheath Gable End with OSB antl � --- -------- ----- attach a[edges with 8tl @ 6"O.C. tYPkal. ............................. Exterior Finish not shown for ---- c I a rity Place Roof venis on lower portion of roof at 3'•0"away from end of overhang Solld Blocks When an eave or roof overhang extends less than Nove�tr 5 ft but more than 2 ft from the property line, Property one-hour rated construction is not required if Line � � there are no eave vents and there is solid blocking meeting 2009 IRC Table R302.I, Footnote"a" IContlltlon when wall Is 5'-0"or greater but overhangs are less than 5'-0' � 1/Z"GypsUm, Lypical 5'-O" m�,n. ' , so��d R�m�o��<<,-�o�� I � � 11-7/8" I-Joists or Sheathing5pli�e � 18"Web Trusses I � X 1/2" Gypsum,typlcal IMolsture Barrler over� � OSB sheathing . 2 6 Stutls a[16"OC,typical I Bottom Plate Nalling �� I per5.W.5chetlule y�°{ Solid Rlm)oist Sheathing EO9es and Fleld per� I Shear WaIlSCheoule: (6" � Ed9es,12"field U.N.O.) I Rim]oist Toe-Nallfng per NaII1n95chedule � � �� 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 I I I—_I I I I I I I I 5',openings shall comply with IRC R302.1 and penetrations shall —I I I_I I I—_I I I comply with IRC R317.3 �I ��—I I I—I I I � =I � �'�=I I �—�1 1= � -1 =1 I 1- II I � � I '� 1-� I � II �I III I � I Exterior Wall Section: ��'�'r,�� Walls at 5-ft or more; � � ��, Eaves Pro�ecting into the 5-ft Setback � �'� � ��' '' �E '�k.� .� � ��;r��.s�:.�°'„��a�.a� �'�t;�:'��+��` The Peoples Builder LLC STANDARD DETAILS D 12 I I 25 57th St E, #D Sumner, WA 98093 AND SECTIONS oouB�E 2X6 -roP (ntermediate Framin Details PLATE (AT EXT. WALL) 9 (WSEC Builders Field Gu�de, 8th Edition, 2009 2x6 CORNER STUDS � (TWO STUD CORNER) DRYWALL CLIP 2x6 BOTTOM PLATE DOUBLE 2x6 TOP TWO STUD PLATE (AT EXT. WALL) CORNER PREFERRED OPTION 2x6 CORNER STUDS Optional Details Allowing Easy (TNfZEE STUD CORNER) Placement of Insulation 2x6 BOTTOM PLATE OPTIONAL MODIFIED CORNER FLAT 2x4 BLOCKING 2x6 STUDS @ EXT. WALLS 2x4 FRAMING AT INT. PARTITION� header Details LADDER BLOCKED INTERSECTION AT 4x �1EADER IN 6x WALL INTERIOR/EXTERIORWALL RiGiD DOUBLE2xd INTERSECTIONS INSULATION" TOP PLATE FLAT STUD INTERSECTION �ouB��2x6 ToP Pwre 4x 11EADEIZ (AT�XT.WALL) 2x NAILER (IF NEEDED) ONE STUD INTERSECTION: 2x6 STUJ(ALLOWS PREFERRED OPTION 4"OF INSULATION NOTE:ACTUAL FIEADER SIZES i O BE BETWEEN STUD 4 CALCULCTED FROM LOADIN6 CONDITIONS. SHEATIIING) 'RIGID WSULATED 11EADE�S(R-10)REQUIRED 2x6 EX?. FOR INTERMEDIATE AND ADVANCED FRAMING WA_L STUDS� � 2x4 FRAMIN6 AT DRYWAL� INT. ?ARTITIONS CLI? �� '. . ��%.�� ,'� ��,�� ;k. "�`�`.��, �: ;, `�r� -� � x .r � �.�, The Peoples Builder LLC '` � ,� .�- i i 2s 5�tn st e> #� STANDARD DETAILS �'�_ �`��.�;.��•.�� D 13 Sumner, WA 98093 AND SECTIONS �"`;��-�'� [ ShEAR WALL SCNEDULE ] [ 7/ I 6" WOOD STRUCTURAL PANEL w/ I Od BOX (O. I 28" ] St1EAR WALL EDGE ANC110R BOTTOM SW# ShEAHING NAILING BOLTS PLATE (IN ' [ThICK(SIDE)] �',(IN O.C.) (IN O.C.) O.C.) I 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" A35@36" w/ I 2-8d 3 ', 7/I 6" osb ( I ) !I I Od@4" 5/8"@40" I 6d@6" A35@24" wl I 2-8d 4 7/I 6" osb ( I ) I Od@3" 5/8"@ I 6" I 6d@5" A35@ I 8" w/I 2-8d 5 7/I 6" osb ( I ) I Od @ 2° 5/8"@ I 2" I 6d @ 4" A3 5@ I 2" w/ I 2-8d [ ShEAR WALL NOTES ] GENERAL NOTES (APPLY TO ALL Sf1EAR WALLS) A) FOR RATED 511EAThING PANELS, SPACE NAILS @ I 2 IN (305 MM) OC ALONG INTERMEDIATE FRAMING MEMBERS. B) BLOCK ALL PANEL EDGES WITH MINIMUM 2X (5 I MM) BLOCKING. C) APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. D) FRAMING TO BE A MAXIMUM OF I 6 IN (610 MM) OC. E) FASTENERS ShALL BE DRIVEN FLUSf1 WITh SURFACE OF SNEATHING. F) PROVIDE SOLID BLOCKING UNDER ThE St1EAR WALLS AT TNE DIAPNRAGMS TO ACCOMMODATE TNE BOTTOM PLATE ATTAChMENT. G) ANCHOR BOLTS-4- I/2" MIM. EMBEDMENT � F'C 3000 P51 (NO SPECIAL INSP) SPECIAL NOTES FOR SHEAR WALLS (APPLY TO WALLS SPECIFICALLY NOTED) I ) APA RATED ShEAThING EXP I/EXP2/EXT OR GC/C-D/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 51LL. FOR WALLS BETWEEN 0.35 AND 0.60 ANC110R BOLT SPACING 11A5 BEEN DECREASED BY I/2 (U5E 2x). 4) PROVIDE MINIMUM 2-2x BLOCKING OR JOISTS BENEATh BOTTOM PLATE WITh BOTTOM PLATE NAILS STAGGERED. 5) FOR 2 SIDED SNEAR WALLS PANEL JOINTS Sf1ALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND FRAMING SIIALL BE 3" NOMINAL OR TIIICKER, AND NAILS ON EACh SIDE Sh1ALL BE STAGGERED. NAILS MINIMUM DIAMETER 6d COM = O. I I 3 8d BOX = O. I I 3", I Od BOX = 0. I 28" I 6d BOX = 0. I 35" �� .#�,��t��'� �� . � �� ^ :;.; � The Peoples Builder LLC '�x�, J � I I 25 57th St E, #� STANDARD DETAILS �s�, ;��,�,`:��:.`Er�,��` D 14 Sumner, WA 98093 AND SECTIONS �`��-��' ' [ hOLDOWN SChEDULE ] [ GR III SPECIES ] [ SIMPSON STRONG-TIE NOLDOWN ] [ 51MPSON 2009 CATAL06 ] FOUNDATION LEVEL 11D �,PE MIN I�i FASTENEf� ANC110R CAP # STUD TO STUD BOLT KIPS I STI1D8 (2) 2x (24) I 6d , --- 2.2 I 2 STF1D I 0 (2) 2x ', (28) I 6d � -- 3.73 3 STt1D I 4 (2) 2x (38) I 6d --- 5.03 4 HDQB (3) 2x (20) SDS2 ! SSTB28 6.65 5 11f1DQ I I 6X , (24) SDS2 � SSTB28 b.5 I 6 11t1DQ I 4 GX � (30) SD52 SST628 I 0.75 7 HD I 2 6X (4) I" � I-I/b° � I 3.20 8 I1D19 6X �� (5) I" � I I-I/8" Q� 14.22 9 HD19 6X (5) I" 0 �� I -I/4" �S 16.21 [ HOLDOWN SChEDULE ] [ GR III SPECIES ] [ SIMPSON STRONG-TIE HOLDOWN ] [ SIMPSON 2009 CATALOG ] FOUNDATION LEVEL ND MIN I' FASTENEfZ ' TIE CAP # �PE STUD TO STUD ' ROD KIPS I CS I 8 (36") 2x (I 8) I Od --- I .37 2 (2) CS20 (36") (2) 2x ��, (I 4) I Od 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 ea ! --- 3.4 I 5 MSTC66 (2) 2x (32) I 6d ea --- 5.50 6 (2) MSTC52 (2) 2x (44) I 6d ea -- 7.29 7 (2) MST60 (2) 2x (46) l 6d ea --- 9.66 8 (2) MSTC66 (4) 2x (32) I 6d ea � --- I 0.99 110LDOWN NOTES GENERAL NOTES A) MINIMUM CONCRETE COMPRESSIVE STREN6Tti TO B�2.5 KSI . 8) IZEFEK TO MANUFACTURER9 CATALOGS POR MINIMUM DISTANCE TC FOUN�ATION CORNER. ��F:-�I°I {�s� Ci REF'cR TO MANUFA�TURERS'CATALOGS FOR MINIMUM BACKING MEMBER SIZE. � �;�a�j�� ._ D) ANCIIOR BOLT EM6EDMENT DEPi�7 St1ALL B"c A MINIMUM OF I 5"WITI-'�A CUT WASFIER AND �i �'i� �ir NUT AT 60TTOM. r�~`��'+' ��.,,� E) POSTS AT Y10LDOWN: 2x$4x (38mm x AND 89mm x)---M2 OR 3ETTER �.�. � y . i*� 6x ( I 40mm x )--#I OR 9�TTER �� F)TF1E ANCt10R TYPE F10LDOWNS AT OTr�ER LEVELS St1ALL 11AVE A PAIR,ONE A80VE AND ONc �- -Li` � �'yyy�� „� BELOW,TRIED BY TIIREAD�D ROD. �;p� }` ��C. G)U5�STI1�dR1 FOR STt1D8,STt171 ORJ FOR 5T7D�0,AND STI1D I 4RJ FOR STY1D i 4 WIIERE RIM ,.�, "� '�f � JOISTS AR°_INSTALLED. -- t,? � � <? I)TI1°STJD FASTEN�R FOR STI1D'S St1ALL BE I 6d SINKERS. �� '�;3;;�+,%;�C>" J)MINIMUM ST�M WALL TO BE 6"WI D�FOR i-STORY 6UILDINGS,8"WIDE FOR BUILDINGS ��`�#�;��,� NAVIi�6 2 OQ MORE STORIES. The Peoples Builder LLC STANDARD DETAILS D 15 I I 25 57th St E, #D Sumner, WA 98093 AND SECTIONS M ono- l� ou r �ou n dation Use steel straps at top of forms �Form cl eat I - I/8" Laminated form panel "Rap-I-Form" Mono-pour strap Form cleat: a a. Place at all panel ends, and 8" for 2-story • 24" oc max for 24" high walls 6" for I -story �e a' ' � I 6" oc max for up to 48" a a high walls :- a � a %, 8d duplex nail, thru 9 2x8 footinc� form: a< m ;. strap to form board � I 5" wide for 2-story � �� Metal stakes ;;,a o� � �� a I 2 wide for I -story ;:a • a °d a , a , °a a -- I— — — -- I i — I — _—I= — — — — � � I , I I I I — — — I i I I I ,— — — - -I I � ! I I ,_ = I � II - i - � i-III- I - I - - _ _I I=� i ' = I. -I - - - � - _ � — — I I III—I ! ! i � l III— —� � � ' , I, — — — — — — I—I I i— — I — n- !— I � — — U disturbed or � _ I _ _I —I � I I i I: I i =_ I I— i — I —_ — — — compacted soil — — � , ;iii=_I —I � ��—� I I—I I �I� I � � � � � � i I � I—I � I I I I— I I III III The Peoples Builder LLC D 16 i i 2s 5�tn st e, #� STANDARD DETAILS Sumner, WA 98093 AND SECTIONS