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2279 Standard Details • y i COMPOSITION 5111NGLE5 OVER I 51t FE!T OVER 7/I 6"C55 SYIEATIIING.� MANUFACTURED STANDARD TRUSSES @ 24"O.C. �PER ROOr FRAMING PLAN.TRUSSES TO BE DESIGN�D BY WASH. STATE APPROVED TRUSS MFG. H-1 CLIPS @ ALL TRUSS-TO-PLATE LOCATIONS R-4°BLOWN IhSULA`IOh AT ATTIC GIRD°R TRU55 ATf IC CONT.M�iAL—I GUTTER � O �A�1 82 I/2"t1EAD[R 6'xB'x !"TtiY�. hiVAC PLATFORNi; I---------- y°IGI1T 11'P. FURR U?TRU55`5 I 2"TO `-!/2"GWB 11'°.� ACCOMODATE R-38 INSULATION - 2"RIGID INSUL INTERIOR WALLS'.2x4�1.F.k2 GARAGE (outsdei @ h�ADEiZS STUDS 16"O.C.BEARING. �j 3/4"T€G OSB SU3-FLOOR GLUED AND C° I NAILED TO TJI FLOOR JO15T5:SPAQNG#� 24"O.C.NON-9"cARWG. IS�ALLATION PER�NGIIvE�RE�PLAIJ PROVID�D 3Y SJ:°PLIER. � I SUBFi�E��h i � ' 4x10 BEAM ' � � g„MIN.CLR.-� ._ ... . ��\i��\i\��iu��i\ ..ui , �<�^�h�^�����y� • . . , �n%�n���%�;�. �n�, � ������������O,. ;_ �. �i�i�������i���i�i ����� ���� ���O�������i�i��i��i0i�i��i��i0i��i��i�i���i���iT�i�i�ii���i���i��i��ii i���ii��i�\�Tj\/�`\�i�\�����������������f����!�!���:�\�<�u:����U�������;Q��Q�i>���������!���!0:���:�����!������<y��\� N �!������;��\:������������:���?������,.��<��.�!����T���<����Q���:���r�u���!���:���5����:��C�;�l:�v�(��;�:��.����.�.������������ .�..��..�.. , r 6 MIL VAPOR 3ARRIEP,LAP I 2"UP EDG�S. R-30 BATTS� TYPICAL EXT�KIOR WALLS� VINY�SIDING OV"[R� // E"WIDE FOUNDATION WALL: VJEATt1ER R"cSI57N[BARtZI"cR(per IRC fZ703.2;, '— #43AR,`fORIZONTAL WI7F11N I 2"OF TOP OF OV�R 7/16"OSB Sy[A7Y11NG,OVER 2x6 F1.F.#2 � CONC. STUDS @ I 6"O.C.,WITti R-21 BATT INSULATIpN. � �4 BARS VERTIGAL Ai 48"O.C. I 2"WIDE FOUNDATION FOOTING: �+ 2 Y10�IZONTAL#4 BAPS. � �� 3"ABOVE SOIL ��� � � TYP. SINGLE STORY A BUILDING SECTION (n.t.s.) ���'€,�'�# �v, � ��`�`�-,���,�f�.�. ���` � ��- -� � � �� �� — ��. '�:: ' � �. � � � ., _ _ . _ , r� ; '���- �,=� r �- ,� � `-t ,.xti��•.�. � [_.�a C:..i L/ __ �� �l'. �'�',-+i.�" „��.� _ ��9� � ���� �'��s1 � �''...t;, � � t�S . . �J The Peoples 3u�ider LLC STANDARD D�TAfLS D� I I 25 57th St E, #D AND SFCTIONS Sumner, V��A 98C93 I I � • i I Vinyl s�dm� over 7/�6"C�B � v.�eath=r resistive barr�er ner IP�C PJ03.2. 2x t1.F. �2 swd traming @ I 6"o.c. R-2 1 insuia�ior., �yp. SHEAR CONNECTIOh: I 6�Nail. iyn. (p�aie to rim) 5!1�AK°AN�L=DGE NAILING per shear wali schedule per Shear Wall Schedule �AN°L SPLICE: All panel edges to have /-3�4"os��e�susF_ooP.��ue�s , � uAi�e� minimum 2x bac'Kino, ior edge railing / � PILL�K PAN�L: i Od @ I 2"typ, TJI SPAGED P�R except:I Od @ 6" for SW4, SW5 ; ENGINEERED #4 ba~ hor¢ontaL ' � PLAN IN FI=LD Loc. within I 2" of ton of wall % �`�Pressure treated 2x sill � ! FIN:511 GR?.DE � I 5/g"x I 0" A.B. @ 72" o.c. (Or per shear wall � ' —� � j//\,��\���\,��\���\/��\� : schedule) no� less than 7 bolt diameters� not Rebar to be Grade 60 � ������������j��j�� more than I 2"from plate end; 7" min. embedment er IRC 404. I .2.3.7.I - �i���i���i���i���i��ii�! .• � ; f' J�����/�i�/ of A.B.; use 3"x3"x I/4" galv. p ate washer per IRC m Seismic Des�gn I �/���/��/���/������� � ���,� 602.I I . I Category D �o�%��/��%��/,� � � '-. s �/�/�/� � , • ' #4 VERTICAL!100K BAR: i���j��j`Z��%/�%\%��%����\��/��%/��%\// 8" wall - 48" OC �o iie into cont ftg bar �i��/\��//� �/ .�/ / / �i�//\\//. 6"Stemwall �OOnNGV,eam� one Sc�y 6 MIL. BLAGK VfSQUEEN, EXTENG TO wi-�treRn�eaia FOUNDATION WALL, LA?JOINTS I 2" 4"Pl/CSOLID: � 12"foaiing �oown�s°ours�� o��sLOry (2) #4 BARS CONT. � FDN DETAIL FOUNDATION W,4LL AT FRAME FL OOR �3/4" OSB T&G SUBFLOOR, ������� . � GLUED & NAILED g� '3 —TJI SPACED PER °• �+'�`�`r`'�� ��' � ��`���� '" � r����� � ENGINEERED PLAN IN FIELD � ' �.S, � � `�" � �—4x10 DF BEAM TYP. r�� � � / �` , ��� �� ��cr � ` 16" Zx GUSSET �� ��F �y , / I �''��.�.�zc R� i.�'•,• .�.*. ��`�T S f�;'rr-�r'. � I i a • 1 STC TRUSS p� 4x4 POST -�, 4 • i�� CLIP ��z� p i• . . . . . , .° . a L . , . ' �/��/��/�/��//�//�//�/���//\//\//j\//\//\//\//\///\///\/\ ///\//\// �j�j�j�j�j�j�j� � �j�����j���/���/�j� �j�� � �� �/�/�/�/�/�/��� �����/�/�/���/���/�/� �/��� � �\���\������������\����������������\����\��\/�����\/��\��\�������\����\\� . . ��\\��\\��\\��\\���\\���\\��\\��\��\\\\�/�\���\���\��/\��/\��/�\��/\��/\��/�\�\��/\��/\��/���/� �/��/��/��/��/�\�//��/��/��� ��/��/��/��/��/��/��//\�/��/�� �/�\�/�\�/��/� \,�\.��i\\�>\,• \,\��\�\//i\//;�//��/i��/%�'� N OTE: � I�� 2a"STD PIER 1. USE (4) #4 REBAR(2) 6 MIL. BLACK VISQUEEN, 30"POINT LOAD PIER EXTEND OVER PIER PAD, EACH WAY @ 24" PADS. LAP JOINTS 12" Z. USE (5) �4 REBAR @ 30" BEARING PADS. p FDN DETAIL BEAM TO PIER PAD DETAIL ThP Peoples Builder LLC ST,ANDARC DETAILS �� i i 2� 57..h S� �; �� AND SECTIONS Sumner, WA 980�3 � �r � * I Rebar to b°Grade 60 R-Zl PEP.ENERGY I n°" IRC 404.I .2.3.7.I Rebar co be Grade 6O CALC'S-\\ m Seismic Design pe- IP.0 404.I.2.3.7.I 1/z"�.w.e. � m Seismic Design Catego.ry D 1/2"GW6,� Category D GARAGE SIDE � T]I:INSTALL PER ENGINEERED PLANS IN FIELD RIM JOIST i 7 EXTERIOR WALL PER PLAN I j II GARAGE ! R-30 BATiINSULATION 5/8"x10"A.B.@ 72"�•�• PRESSURE TREATED � ��J�� MAX.OR AS NOTED;W/ j�—2x SILL PLATE = 5/8"x10"A.B.@ 3"x3"x1/4"GALV.PLATE— ° 72"OC MAX;OR I WASHERS AS NOTED -1 ' —� PRESSURE TREATED SILL, � #4 BAR HORiZONTAL:* / N I � 3"x3"xl/4"GALV PLATE WASHERS • LOG WITHIN 12"OF TOP OF WALL 4"CONC.SLAB w/ � �q BAR HORIZONTAL:* 4"SLOPE TO FRONT r`�v�'�� LOC.WITHIN 12"OF TOP 4"THICK CONC. . ; � ,� , , . � xiu OF WALL CONCRETE 8"ABOVE GRADE . SLAB ,�����i����ii�ii��i��i�i��i�/�i�ii�G��i� a�� . . .. . . %i�Ni��iT��i`yi`yiJii��i�J�y��i�i��y���i���iT� a�� '�— 'r i i i i �� i i ' . ������ ��������i�����i����������P Q �i�/�� /�C�..�.��.a.. . . -.��� �N�. ;;ii�lT�i��i`/T- . i .�<�.<��.�. �� , i, i,n i i .� . �`� , i, i i i�i�� MIL.BLACK . �� 6 i ii , � ti���� �,��� i . .��,�� I � ��<- 4 PVC SOLID � . Y�����i�„�.�;n��i��l�,� ' z ;(DOWNSPOUTS)���. �° ���Y���� � VISQUEEN: LAP � ������^�^�^�����% #4 VERTICAL HOOK BAR: ������>� I —12"@ SEAMS ti������������ 8"WALL-48"OC #4 VERTICAL HOOK BA��,G�' � �` I `� ����' ��� ' • TO TIE INTO CONT.FfG � ' � �y 8"WALL-48"O.C.�?��Y� �. . s� • � $�� � � 8�� Tyi?%� �� -' ' BAR ���% .!" • °• • � TO TIE INTO CONT.FTG.$1\�a. � f ����� ��° � . ' `�/i��/i�� ��!%��T�������^��;.����i��!i����� '�'- ''''i��T�n���?� ,i..,.i��T �'i �;niY� � ������i���i8"25TORY (2)#4 BARS '���sJ�'�`.. �;a�'• �,� I CONT. 8"2 STORY � FOOTING ORAIN� 15"2 STORY � W/FILTER MEDIA � 15"2 STORY (2)�4 BARS CONT. IF REQUIRED ' ' ,I E FOUND. DETAIL FOUNDATIONWALL@ FOUND. DETAIL GARAGE TO CONCRETE SLAB F HOUSE _ �STAIR & HANDRAIL DETAIL ' PER: IRC 311.7 � 1"BAFFLE FOR VENTILATION I C�r � <r� o � . COMPOSITION ROOF O 4'1'F SHINGLES OVER 15�FELT, o OVER 7/16"OSB SHEATHING - z ROOF SHEATHING TO � PERIMETER BLOCK NAILING: � 8d WMMON @ 6"O.C.� (R-49) � INSULATION 2x VENTED � I - HANDRAIL(TO BE WOOD BLKG. ENGINEERED ROOF I �ON RIGHT SIDE CONT.ALUM._ TRUSSES @ 24"O.C. � ASCENDING) \ PER PLAN �� "� GUTTER � p � � I�b".,MIN. � TREP-0 7 � y m ' H-1 CLIP @ EVERY / TRUSS � � / �I 2"tYp� I � PRIMED WHRE� � WOOD TRIM 1/2"GWB WITH I d' � VAPOR BARRIER � 3/4"MIN. (LOW-PERM PRIMER) I� _-1/4"MAX. (NOSING) . � 1/2"SHEETROCK WHEN� ��I Profileof[read � TYPICAL EXTERIOR WALLS: VINYL SIDING OVER OPEN BELOW STAIRS. to mmply with WEATHER RESISTIVE BARRIER(per IRC R703.2), [RC R3ll.5.33 , OVER 7/16"OSB SHEATHING,OVER 2x6 H.F.�2 STUDS @ 16"O.C.,WITH R-21 BATTINSULATION. � ���'.�� � �- � ROOF FRAMING �`�� �`:�`�'�£ ¢��r �,, ��,-. ^w' f ' ..A.'T .. ''�'..�.»�" �.- �r s^ .�, ,� I � � � s: The Peoples Builder LLC '`�`,�� °�'� ;�:�' � STANDARD DCTAI!5 '" �3 I I 25 57th St F. �D ^ `�" ''`'� .. TI ON S ��'�t�, _`�:;. ° ...:,�. Sumr�er, WA 9t�Q93 ��1� `�J" EC . �-.. , 1�� °��3a.�:�t�..^ . , i , NOTE: HOLD NON-P.T. TOENAIL w/2-Sd COMMON MATERIAL UP FROM CONCR�TE NAILS,(16"O.C.) � 4"&HOLD WHITE WOOD TRIM APPROX 4"UP FROM CONCRETE 2x BLOCKING I ,��\ ENGINEERED MON�-TRUSS —�. � ' �C44 PCST TO �/�6°os.s. — �� � / BEAM TYP. aa @ 6^o.c. ! s�1 x4 WHI`I EWOOD \` � �\ DGER w/2-16tl NAILS INTO STUDS OR� II�� I�'I � RIM @ 16"oc. I ]OIST � �j��j� � , II'li I II �---W RP`� 4 X 4 W�T H 'I SIMPSON W-24 HANGER,typ. � 5/4x6 WHITEWOOD ON �� �� I I I I Ili 2x BLOCKING �' � I� FRONT AND BACK AND W/16d , � � I �X4 �N SIDES TOENAILED � j �R I � WRAP 4x6 WITH '�I� 5/4x8 WHITEWOOD ON per plan li FRONT AND BACK AND I 1 x4 ON SIDtS Ih��I � I 5/4x6 WHITEWOOD � I ABA44 4x4 POST easE (ABA46 4X6) PORCH TO HOUSE WALL CONNECTION .�." • .': " HH N.r.s. Optional Covered Porch per Plan '��K ` STD PORCH POST DETAIL N.T.S. DRYWALL FIREPLACE DETAIL P (OPTIONAL) F\g GYPSUM WALLBOARD � OVER 7/16"OSB OK 2x4 FRAMED SHELF @ 51" ABOVE SUB-FLOOR m �` � � I II 2x4 FIREPLACE WALL I . .._ I FRAMING 7YP. 36_I/?" , I, i R.O. W�dth � ^? I 12x12 TILE SURROUND I � - — —i �, i 5'-6" �'I Length of face wall \ I CENTER FiREPLACE I � IN 45°2x�WALL � � � �. ��5��:�� ��_. �k � . .... �\'i� . . . \ � '� ��� i `—ROUGH OPENING FOR F.P.36-1/2"wide � `i� f�'�� � �i i x 36-3/4"high(VERIFI'MFR.R.O.) ��r, - u!r�"��,.�� ��F �r�� � �>" 4� � .,r��,�. .r'S`,X� �..� 3�s;,� �" � I i he Peoples �u�ider LLC STANDARD DETAILS '�.�` y�=_ ��`��~ �L� � I I 25 57ih Si E, #D � ����"�-'-""'��' � � ,AND S�CTIONS x���-'����' Sumner, WA 98C93 I i � . i �� DO NOT IhSTALL CEILING DP,WJALL FASTENE�S GLOS�R Tt1AN I 6"TO WALLS q - Y TRUSSES � / y --I 6" I 6"y � ' � ASTE NERS i � FASTENERS I 25 GAUGE I.5"x I.5" I� i L-M�fAL CONTINUOUS �-24�� �. C.y � � II\ "FLOATING"CEILING PANEL EDG;S . �'` WILL ALLOW TRU55 MOVEMENT W/OUT DRYWALL CRACKING. FASTENERS� NO FASTENERS FASTENERS GEILING PANEL � SUPPORTED BY WALL PANEL(MAY BE , FASTENED TO WALL \ CA°� 51 M PSON STC CLIP .e� I OTypical Drywall Ceiling Detail: � Best Practice Method for Avoiding FASTENERS � Ceihng Damage due to Truss Upiift FASTENERs I 25 GAUGE I.5"x I.5" L-M�TAL GONTINUOUS 2x6 Upper Floor Stud Wall Bottom Plate Connection per Shear Wall Schedule � 3/4" T�C �u���r�oor �� 7/I 6" OSB, nail per shear �r `� - r�- �.;�,�-��� � ����r;;i�� � -�����;, �� panel a ove � 2x4 Continuous Ribbon / J�%i' / , ��\� ;� Blocks, inset into Floor Truss �, � flush @ top and bottom � J J j '' � ~��� ����: � � ����� -�2x6 Strongbacks�� ��� , �Ji��� @ I 0' oc, �,,� �/ �3) �Od Nails in face of each OPTIONAL ,� ribbon block, typ � �i-%/�f i r i j j/'/ i ii'�j /,% /�i�i i��i�%f;!_ , � ' � Top plate connection per shear wall schedule O Web Truss Detail: , ������� � Second Floor I 8"7russes � �, ti,_�r,,��� -� `° �}�''�-,�+ �-����- „�.;��,, 2x6 Main Floor 5tud Wall �� �� _•�,� � �:K�� � x€ � .. t}� 3. e^ .�1�y p � � � � �� I The Peo les Builder LLC STANDARD DC I AILS ��.:`r!t<.��.��°"`�� - I I 25 57ch S* �: #D '��'*� �f ''� � Sumner, WA 980✓3 AND SECTIONS `''���`��`' • , Dimensions: Archway at Living Room 9-1/2 attop-center 18�� at springlines-sides (Optional: Appficable only if shown on ffoor plan) , ;�� � �� ii � ' �//� % ;�'';� � ���ii ////r,,; //� �/%�, /�/ �, N ��/ / ,/�// .� ,, � , /� ;i � /%� 'i j,%i j;' _,� ,� /;%/��ji i �i ��� � - Open ����i � �j;� . ,� ,;' ; , i, �".� I �i;� � �, � �� ,� ii� %!, , i i, i ,� ,�, ;�i i�!i � ��� ;i; �� , , i _ �i, ��� � �' �� , '�'� ���� 1/2 wail @ 40" �, � /; �, � % �'�, �,� �;; /%� �,'%� � ;, , �, '� '�, i i i � i i i�� �i�! � , sz_o, � � i ' i �i /�i I i�� %;,i '� ��i� %'�i I � M ARCHWAY DETAIL � 7/16" OSB Skin, ripped 2 x 8 Centered to approx. 7-1/2" on Post (Nail to 2x8�s @ iz��oc) IN � Z x 4 studding °i' @ 16"oc� ��o � J � 7/16" OSB Skin ' A �ox. 7-i/2" 4 x 4 Bearing N ARCHWAY SECTION � centerpost ����f'1�i � . � �S �,i.t�l{;r.'�s" . `� �.`s�' ,,r— -`�r+'t�' � � . $��,`"" '`� .�"�1 , � ^s,� I � "� �-�'" � � � �� � f ��� �'�� ,,,� ,,,�, .�- ,� � �� �,�,` . �:"-`�"�' b c\�i�#`,I�'-�i''� il The Peoples Builder LLC STANDARD D�TAILS �� ! I 25 57ch St E, #D AND SECTIONS Sumn°r, WA 9�093 I � i ', � i � NOTC: PLAN �IAS BEEN DESIGNED TO ALLOW FOR � '� A MAXIMUM PONYWALL 'r1EIGNT OF 8' WITh (NO OP�NINGS). PONY WALLS OVER 8' f�EQUIRE ADDiTIONAL ENGINEERING. VJI1rR� FOOTING S�CTION "A° f5 MORE Tf1AN 8'. PRO\/IDE I 6 GA. METAL TIE I.5x4 FOOT � MIN.EAGH SIDE OF SPLICE Wl I 6d GOMMON I NAILS. IPROVIDE MST60 BET\4i�EN PONY WA�L ABOVE Wh1EN FOUNDATION I '10LDOWN SPECIFIED. / �' T. Mm. I � 2X S1LL PIATE � RIM JOIST Iz)zx Pah �� ... PONY WALL�RAMING AND , _ . ..... .e ....... — I : SIIEAR NAILING TO MAT � ° _�i a FP�AMlNG ABOVE. � ----o-- -e —fi��, __ , o ° _ a ° �° ����a < t10LDOWN S°ECIPIED /��/��/�\ ` �\ ` a a�'�b � � PEP.PLAN. �/�/�/ � a a� a o a -----` �jj\�jj\�/.j��j° � G, o� � � -- --- �\��j/�����\/�j e ° ° �a a � \/ /\\ � °^ a d � �e . 4'-0" MAX. BACKFILL /�//j�//�//�//�//�//�/ a ° a a a o a o W/O ADDITIONAL \�j/\�j/\�j/\�j/\�j/\�j/\�j/ DESIGN. \/��/\�\j/\\%\��%�%\��� \a\ c\ \ \ �` \�/j��/��/j��/j��/j��/j��/j��/j��/j��/j��/%���%���/ \/A//�//;/i�����%�/��/j������% ���� � � STEP FOOTING DETAIL Q SCALE: i/2�� = i�-a�� ��,�,ti��� ��,� ��������� { _ �`'��' �'�� ��`r��-?% �:�, ",�' �: � f�� �' `-�� �� '�_..� �;°-`�'` �fia���� � � The Peoples Bu�lder LLC D 7 I I 25 57th St c, #D 5 I ANDAfZD DE I AILS S�mner, w.A 980�3 AND S�C I IONS J.� i � 7rV—�— e-0 � Deoth of Fronc°orcn (varies per plan) � Nervzstrol flzshina � (or equalj to prote�i wood framing I ---- Lan 6"above: below: and sid°s , � -� ________________________________ Top o=threshold = (I-I/2"above 055 subfloor) th•esh Id os Q � �.. ,:; ,� � forc of porch/patio:Set @ 5-I/2"above four�dation stemwall p �.� ��� maximum 7-3/4"r�ser measured from top of threshold. I 3-I/4"above � il I��II' �I �I �li II '� — i I"Ste t max 7-3/4" r�ser) �i i�-11 I! 'I I. II-1 - �. p� Yp � the stemwall � i, II � il I� i _ ! I„ a II il ii ii i� ii= — i� II��������COMPA��� rIL L � �� `I � � ii i � � n—ii� II li' II II I iI N i i I I ! �I I i —i� �I i-' � i-11ii�I^— �' li i� I�! i� I' , I i ii'-1 !=1�' I I II II;II II I II II II II II I I-1i I' 1=i1 li 1,=11i . II II. I !i I =1, i ,Ii ��i ,�,i i _ ii iI T II,II'=11 L—,.,—.I li i,i,,iT L_,T I i i I- i, i,;-i �"II•-i I T vV �/^�I I �^�n t ` i h�ckened edge to suppor't posts/beams/roof per nlan ./ � li '� Porch Detail �' Landings outside the entry door and rear sliding door to be one step down from top of threshold. Typical height or porch to be 5-I/2" above the concrete stemwall. Nervas�rol flashing must be installed prior to settino, the forms ior flatwork, with 6" minimum overla�s on eacn sid°, iop, and bottom. 3_2�, _�G Depth of typical rear porch landmg Nervzstrol flashing ' (or equap so protect wood framing Lap 6"above, below, and sides If _________________________________ Top of threshold = (I-I i2"aeove OSB subfioor) Top of door � ___________Top of porch/patio: Set @ 5-I/2"above foundGiion stemwall for 9.�"TJI threshold is I maximum 7-3/4" riser measured from top of threshold. I 3-I/4" above i���il��I �II II, I -- I I"Step(max 7-3/�"riser) the stemwall il ��, �� ��� � _� � �= II _li i' II II� II ,II il II, II�I II II'—�� 'I i1=11 II II' il I Ili I� I �, III�.OI�A ACT C ILL II!��I II �I li I� U, II:—II� , ii i =i =1I Ii Il=ii I 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, �II� ill i ii —�� li �=�1 il Il-il �, III II�� ��'j'��' �� �'g� � tll IIIIIIIIIIII � I I II ,I_ i li 11=11 ��=ii i�= I� — i� ii_i_ �� � ���it����r� - — �>> . ��`�.'"�`' t ''.��r Typ i ca I f�ea r .;��= �`� ���� �� M€L: Porch Deta�f � - f-'� �`� �� ��' �• .�.. f�"�'k„ y;'�-„ .� ``'s;i`���y,,�,,,�=: The Peoples Builde~ LLC STANDARD DE�AILS �/ I� �$ I I 25 57tn 5� �, �c AND SECTIONS Sumner, WA 98093 � . . � R-2 I P�R ENER6Y-� C.ALC'S `\ I/2"G.W.B. 5/8"TYr'�X GNB, \ vAR/�GE SID� TJI: INS i ALL°CR EN6INEEP.ED PIAN� IN FIELD RIM JOIST � R-30 BATi INSULATION X � 5/8"x I 0"P..3.@ � 72" OC MAX; OR `� PEP�5`1�AR D�TAIL � PRESSURC TREATCD SILL, � � 3"x3"x I/4" 6ALV PLATE WAShrRS �24"k3 Rebarpowel 4" CONC. SLAB.. .. � > � #a BAR t10RlZON%AL:' `�i��/�i�i�i����/��i��ii�i�,i����� ' LOC. WITIIIN I 2"OF TOP �/��i��i��i�✓i��i�i��i�i����i��/��� � � � �, /\\////\/�////\y��//\//\//\//\%\\//\\//\//\�//, OF WALL i���iT��ii��i�ii��ii`�i`ii`i�`ii���i��i`��%i�i���i�i����i � i i\�i\��i�\�i�i��i\��i�i��ii�i��i���i\�i�i\�i\%����i>' i� "' ror 6arage stemwalls sacked I �!����i���i���i����%��i���i�ii���%�i%�%�i��i%���ii�% ' • x Q ofgbacki II rP2ovide L24°#3 R n 8�� � �;i���%���i������/��%���������������i���\���������\�������\�����, �� dowels into garage slab @ 24"oc. ����i/�i/�i/�\�\%�\��\��\���\��\�\��\��\��\��\� a� �.����\�j/��iG����!���!���0���%��%�����%O%��%��% ° 6 MIL. BLACK ����i��i�\/\/�i���i�i���i��ii VISQUEEN: LAP i��i��i��i�� ��i��i��i��i �I 2" SEAMS �4 l/��2TlCAL ,HOOK BA�%�i������ ° @ i��i�, 8"WALL-48"O.C.��i�V��i� i 6��WALL-48"O.C.;�i�i�ii . •� '. d� � � ��� 2 stor�� � To rie iNro coNT. �r�.%��<% °� . � • ' � Rebar �e be Grade 60 �i���;���;���j,`,�,���`� ���`�i�`��'n`%�y�`���/j�%��i���i����Ni�;�;���Ti;' �er I RG 404. I .2.3.7. I \ii��i�/i i�� �\\i�\i\�i ii�.�\�i/\���;��;h�������i;��i.�\��i�^ �� In Seismic Design , 8" ��2 so�y � Category D I 5" if 2 storv (2)#4 BARS CONT. 6"stemwalls I 2"footinos for I story FOUND. DETAIL GARAGE TO T (n.t.s.) HOUSE TALL GAf�AGE STEMWALLS (O t�onal per S�te Cond �t�ons) p bt��'��'� ��s'. ����. �`.v >,-, �� � �,�; r..�;�. �. µ��� + ` v': �: z f �'�.r� � ,�st` ���� �.�. D9 I he Peoples Builder LLC STANDARD DLTAILS T}.- �`�`°"�� i i 2s s�tn st e> �� AND S�CTIONS ��s°f��;�n�?�� Sumner; W,A 98093 .I� , Place Roof vents on lower i portion of roof at 3'-0"away from end of overhang % Overhangs to be One-Hour—� ' Rated as req'd due to offset 1 2 Layers Type"X" �, / Gyp.Sheathing, , Property finish per NrchiteC �ii Line � ......................`......,..,.............,..... � � � � � I One Hour Rated Where<5'-N' g"Type"X" Gypsum �C° I s"Type"X° Gypsum Sheathing as� �{ Soiid Rim loist ��, .y��C� e��7YPe��X„�YPsum required over ib OSB sheathing � sheatnino at)oist I Nail the Gyp Sheathing per = cavicy Gypsum Assoc. file#WP 8105 � � except increase nail length to ' z-1/z" 11-7/8" I-Joists, typ. I Sheathing Splice �I IExterior Finish not shown for dari[y �"Type"X"Gypsum IMoisture Barrier over 2x6 Studs at 16"OC,typical Gypsum Sheathing — `� �� I � Interior Nailing per GyPSUm Assoc. Bo[tom Plate Nailing :��C File�WP-SiQS or equivalent per S.W.Schedule }�"� I Solid Rim Joist Sh=athing Edges and Field per �� g"7ype"X"Gypsum Shear Wall Schedule: (6" � �.� --' sheathing at�oist Cavi[y Edges,12"field U.N.O.) ', RimJoistToe-Naitingper� � � � � � �����``��� 9_1�2" I-)OIStS� typ. Nailing Schedule GA FIL�WPB!OS specs,using: Gyp Wallboard Gyp Sheath�ng I Iwood Sads NOT=: No openings or penetretions �t���o�s�de:one iayer as^wide are allowed when property offset is a"iyoe"X"gypsum sheathing — �— f255 th8f1 3'-0". If offset is less than Iapplied parallei(verticaq to zxa _I I—I !_ I� 5', openings shall comply with IRC wood studs wim i-3/a^yafv. — — �— R302.1 and penetrations shall roofing naifs,4"o.c.@ vertical — —I I— joints and 7"o.c.at intermediate =_ • Comply with IRC R317.3 studs and top&bottom pfates. _ _ I_ loints o`gypsum may be lek untreated.Exterior cfadding to be I_ _ _ attached thru scuds. ' ' I Intenor S�de: One layer e"Type � — — ' "X"gypsum wallboard,water — — — = I , I I I !— � resis:ant gypsum backing board... —__ —i i�—', - appiied parallel or at right anales _ ._ I I I. t o s t u d s w i t h 6 d c o a t e d n ails, — — I— I I I—�� �—I 1-7/8"long,0.0915 shank,q" ' ' ' � � � heads,@ 7"o.c. Exterior One-Nour f�ated Wall Sect�on (Eave Overhan� Detail) ��3���� �,� � I ,��� ���s��;��.�� � � '���+ �" �-� I 'if`'�= °� ;�� ,�_t.� } -�cr: �= z ,.r: `" I � ��' =�� The Peoples Builder LLC � �N" z �^ � ��'� � � I 2� �7th 5� E> �D STANDARD DC I'�,ILS I �f���.�� �� D �o Sumner, WA 98093 AND SECTIONS ����'�t . , �Mfa"frusses @ 24"O.C. Maximum Outlooker soacing i � �I� , ' e"Type"X" 24' O.C. // � ' � Gypsum �� �. 16d naiiing @ 6"O.C. (2)Layers Type"X"Gyp-� �� Sheatning ' I '�I Flat lx4 bracing @ 48" II �i ' _- I --_� or per truss mfg spec _��' �� -- Property Line Sheath Gabfe End with OSB and \ attach aT edges with 8d @ o""O.C. �' j typicaL Sheath both sides of ga61e �i truss with e"Type"X"Gypsum _ \ j Sheathina One Hour Raced Where<5'-0" _ g°Typ2°X° ��{. GyRsum d!I ��{ $"Type "X" Gypsum Sheathing as \ solid rtim�oisc ' °�, I required over 6" OSB sheathin '�'{ 8"Type^x°�ypsum g' ks�� sheathing at 3oist Nail the Gyp Sheathing per caviey Gypsum Assoc. file �WP 8105 I : � � " - j except increase nail length to � ' 2-i/z° ij _ 11-7/8" I-)oists, typ. I Sheathing Splice ° I ; ' .,.,..,.................. I Exterior rinish not shown for clarity e"Type"X"Gypsum I Moisture Barrier over 2x6 Studs at 16"OC,typical Gypsum Sheatning ;?s�� }� � Interior Nailing per Gypsum Assoc. � Bottom Plate Nailing I��� File�WP-8105 or eauivalent per S.W.Schedule I��� Solid Rim 7oist �I Sheathing Edges and Field �I�� 8"Type"X"Gyosum � per Shear Wall Schedule: '�;I� sheathing at]oist Cavity ! (6"Edges,12"field U.N.O.) I =, � ,� 1 �, Rim 7oistTOe-Nailing per /\/\/ l�j�j\%�l C�_1�z" I-�OfStS� tyP. Nailing Schedule . NOTE: No openings or penetrations are allowed when property offset is ,— — less than 3'-0". If offset is less than — I I—I ' I S',openings shall comply with IRC —I _— I — 1 R302.1 and penetations shall comply with IRC R317.3 — I I I li — li �--i-�I; • . _= i=1 I 1=1 I 'i;, 1=1 I ! 1= — _ = - 1 - _ �- Exter�or One-Nour �ated Wall Sect�on (Gable End detail) �;��:��� ��d. �. �����a�� �..� � �`_ --�. `��� � �.'� �`�,i,.� �, £��r I � �:� �J ��� �� �. ''-_- ��, :-�,._� �°�} I The Peoples Builder LLC �>�`•—�'�'"� � � � 5 I ANDARD DCTAILS 3,r��€#��- i , 25 ���n s� E. #� ���D SECTIONS Sumner, WA 98093 I (Gable End de�a�l) When 2 gabl�side n2s roo`overhanos excending 7/lg"OSB�oof Sheamino I less chan 5 f�buc more chan 2 fc rrom ihe ��MTMTrusss Ca 2G"O.C. I � propery line;one-hour rated conscruccion is Maximum Outlooker Sparin_ 2G^O.C. not required r'cnere are nc gabie venis meeimo. �j �' lba�a�rn�c e°o.c. 20C° IRC Table R302.I,rootnote"b". No�awe�e�ss auowea II I I I� Flac Lx4 braung @ 48" I � � or pertruss mfg spec � L_ .—�___ Sheath Gable End witn C58 and / � attach a:edges with Sd @ 6"O.C. 'I . ......... ...............I...... LyPical. I Exterior Finish �� not shown for '�' � el a rity P�are Roof�e�s o��owe� i portion of roof at 3'-0"away from entl of overt�ana I / When an eave or roof overhang extends I�ss ihan solia Blo�fa No ven� 5 ii but more than 2 R from ine property iine, P�ooem. � one-hour raced construciion;s noi required if uoe .... ... I � ihere are no eave venis and there is sohd blockmg meetino 2009 IRC Table R3C2.I, Footnote"a" � I �ContllHOn when wall Is 5'-0"or_reater but overhangs are less than 5'-G' I/2"GypsUm, ryDical ' S'-O" min. i �so��a R�m�o���o-�o��� � J � / 11-7/8° I-Joists or i Sheathin95plice —\ 18"Web Trusses � .. ...... ...... i I \/}�-� 1/2' Gypsum,typlcal IMolsture Barrler Over / Zx6 Stutls at 16"OC,typical I OSB shea[hing � I>" ' I I Bottom Plate Nailing � ; I perS.W.SChetlule \ SolidRim)ois[ Sheathin9 Edges and Field per� � I Shear Wall Scheaule: (6" ed9es,1?"fe1E U.N.O.) � � R�m�ois�loe-Nani�y pe�� �Ai�iA1\�1\�i�i 9-1/2"I-JoistS,typ. Nalling Scheduie NOTE:No openings or pene[rafions are allowed when property offset is —I I _I I _I I I_ less than 3'-0". If offset is Iess than 5',openings shall mmply with IRC 'I I—I I I—I I I i I I I I � R302.1 and pene[ra[ions shall comply with IRC R3173 � —I I I—I I I I I i � I I-I I I-I ! I-I • i -1 I !-1 I i=! _ �� i=i-i i �-. I I-1 I 1-i I !-1 I 1=i I I-1 i 1=1 I I � ����.�:�� �,�: Exterior Wall Sec�ion: ��`� ��+����„-�:P Walls at 5-ft or more; �`� ' �-%� �. I,.-� �.J.. . yYY� Eaves Pro�ecting mto the 5-ft 5etback .-' °� � � � �' � r � .� t �r � -:� ,:,3�`, ...f,,;T���t�.� a s�� . �+^�`s1��•,r,..,..> �',^� I I he Peoples Builder LLC S I ANDARD DLTAILS D 1� I 1 25 57tn S� C, #D � AND SEC`I IONS Sumner, WA 980°✓3 i � i � � , ooua�� 2X6 �o� Intermed�ate �raming Details �! PLATE (AT �XT. WALL) � (WSEC Builders Field 6u�de, 8th td�tion, 2009 I �i � 2x6 CORNER STUCS (TWO STUD CORNCR) � DfZYWALL GLIF 2x6 BOTTOf�/� DOUBLE 2x6 TOP °LAT� PLATE (AT UCT. WALL) TWO STUD CORNER PREFERRED OPTION 'I 2x6 CORNER STUDS (Tt1REE STUD CORNER) Optional Details Allowin� Easy �, Placement of Insulation 2x6 BOTTOM ' i �LAIC OPTIONAL MODIFfED CORNER FLAT 2x4 BLOCKING 2x6 STUDS @ �XT. WAL'��S 2x4 FRAMWG A? WT. ?ARTITIONS fleader Details LADDEfZ BLOCKED INTERSECTION AT 4x 11EADER IN 6x WALL INTERIOR/EXTERIOR WALI RiGip DOUBLE 2x6 INTERSECTIONS INSULATIOM TOP PLATE FLAT STUD INTERSECTION � DoU3�c 2x6 4x 11EADER TOP PL/S� (/-�T�XT.WALL) 2x NAILER QP NEEDED) ONE STUD INTERSECTION: 2ic6 STUD(AI10N'S PREFERRED OPTION 4"OF WSUATION NOT[:ACTUAL F1�ADEK SiZES TO B= 3�TWEEN STUD� CALCULATED'ROM LOADWG O�NDITIONS. SHEATHING) 'RIGID INSULATED t1EADE�(R-10)REQUIRED FO'�INTERM[DIATE AND ADVANC�D FRAMING 2x6 EX?. N�ALL STUDS� � 2x4 rRAMWC-AT DRYWALL � IN?.'ARTITIONj CLIP � ��';���� �"� .. ; �jq��� �4� w '*x L.�� e��.-O . a � � 'i�,�°�;, �� -�� � �� z " ri r �,� `he Peoples Builder LLC � �� ^ � � x�� I I 25 ���n s� c, #� STANDA�D D�T,AlLS �-� '�'�.� � .;,�`d' D �3 �� AND SECTIONS ��a��''�� �' � Sumner, W,A 98093 i [ SNEAR WALL SCNEDUL� ] [ ?/ I 6" WOOD STRUCTURAL PANEL w/ i Od BOX (0. I 28" ] i St1EAR WALL I EDGE I ,ANCt10R BOTTOM SW# ! Sf1EAt11NG �� NAILING I BOLTS PLATE (IN �� [ThIGK(SIDE)] j(IN O.C.)� (IN O.C.) O.C.) , ! � 7/ I 6" osb ( I ) I I Od@6" � 5/8"@72" I 6d@ I 6" I 6d TN @ g" O.G. 2 � 7/ I 6" osb ( I ) � I Od@6" 5/8"@64" I 6d@ I 0" A35@36" w/I 2-8d � I' I Od 4° 5/8"@40" I I 6d@6° i A35@24" wl I 2-8d, 3 �i 7/ 16" osb ( I ) !, @ 4 �� 7/ I 6" osb ( I ) 1� I Od@3" 5/8"@ I 6" I 6d@5" A35@ I 8" w/I 2-8d 5 I, 7/ I 6" osb { I ) � I Od@2" 5/8"@ I 2" I 6d@4" A35@ I 2" w/ I 2-Bd. [ SNEAR WALL NOTES ] GENERAL NOTES (APPLY TO ALL SNEAR WALLS) A) FOR RATED SHEATNING PANELS, SPACE NAILS @ I 2 IN (305 MM) OC ALONG INTERMEDIATE FRAMING MEMBERS. B) BLOGK ALL PANEL �DGES WITh MINIMUM 2X (5 I MM) BLOCKING. C) A°PLY NAILING TO ALL 5TUD5, TO° AND BOTTOM PLATES AND BLOCKING. D) FRAMING TO BE A f�/�AXIMUM OF I 6 IN (6 I 0 MM) OC. E) FASTENERS St1ALL BE DRIVEN FLUSN WITt1 SURFAGE OF 511EATN!NG. F) PROVIDE SOLID BLOGKING UNDER ThE Sf1EAR V�/ALLS AT TI1E DIAPhRAGMS TO ACCOMMODATE T�1E BOTTOM PLATE ATTACIIMENT. G) ANCNOR 30LT5-4- I/2" MIM. EMBEDMENT � F'C 3000 PSI (NO SPECIAL INSP) SPEGIAL NOTES FOR SNEAR WALLS (APPLY TO WALLS SPECIFICALLY NOTED) I ) APA �ATED SNEATt11NG EXP I/EXP2/EXT OR GC/C-0/STRUCT II PLl`WOOD. 2) PROV�DE 3x'S (76 MM) AT ADJOINING PANEL EDGES W/NAILS STAGGER�D. 3) WALLS >0.60 KLF USE A MINIMUM OF A 3x SILL. FOR WALLS BETWECN 0.35 AND 0.60 ANChOR BOLT 5°ACING 11A5 BEEN DECREASED BY I/2 (USE 2x). 4) PROVIDE MINIMUM 2-2x BLOCKWG OR JOfSTS BENEATt1 BOTTOM PLATE WITh 60TTOM PLATE NAILS STAGGERCD. 5) FOR 2 SIDED ShEAR WALLS PANEL JOINTS SIIALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND FRAMING ShALL BE 3" NOMINAL OR ThICKER, AND NAILS ON EACf-1 SIDE ShALL BE STAGGERED. 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" b��-�'�'� �,�� �.,' s�,:l'�r.a.�``� � ,� �.` ��'a E I �R`� � � �.��r �f.,�� �� i c�, ���� � � � fi�� (� � � � D14 The Peoples Builder LL�, STANDAr�D D�TAILS � �j `'� ' .�`� i i 25 s�Ln 5� E, #� AND SECTIONS � �'`������ . �`�� st�i�r:.- . . Sumner, WA 98093 -[ r-10LDOWN SC`iCDUL� ; [ GR I i l SP�CI CS ] ---, [ SIMPSON STRONGTIC t10LDOWN ] [ SIMPSON 2009 CATALOG ] rOUNDATION LEVEL H� MIN �� FAST�NER I ANCIIOR CA? �r �P` I STUD TO STUD � BOLT KIPS � I I STI1D8 �� (2) 2x (24) I 6d � -- � 2.21 2 I ST�iD I 0 �i (2) 2x i (28) I 6d � --- � 3.73 3 � STt1D I 4 (2) 2x �� (38) I 6d � -- � 5.03 � i 4 t1DQ8 I (3) 2x � (20) SD52 SSTB28 6.65 5 t1!1Dt�I I �, 6X (24) SD52 SSTB28 � 8.5 I 6 i 11N��I 4 6X (30) SDS2 SSTB28 I 0.75 7 �1 D I 2 6X (4) ��� � I- I/8" � I 3.20 g 11D19 6X (5) I" � i I-I/8° � 14.22 � 9 11D I 9 6X � �S� ��� � I-I/4° � � I 6.2 I [ hOLD�WN SGNEDULE ] [ GR III SPECIES ] [ SIMPSON STRONG-TIE NOLDOWN ] [ SIMPSON 2009 CATALOG ] �OUNDATION LEVEL I MIN FASTENER ' TI� C,A? �- � I �' � I' STUD TO STUD ROD I KIPS I CS I 8 (36") 2x (I 8) I Od I --- � •�� 2 (2) CS20 (36") (2) 2x (I 4) I Od ea I -- 2.06 3 (2) CS I 8 (36") (2) 2x (I 8) I Od ea -- 2.74 4 (2) CS I 6 (48") (2) 2x I (22) I Od ea I --- 3.4 I � MSTC66 (2) 2x � (32) I 6d ea , -- 5.50 6 (2) MSTC52 (2) 2x I (44) I 6d ea � --- 72.°i 7 (2) MST60 (2) 2x (46) I 6d ea I --- 9.66 g (2) MSTC66 (4) 2x (32) I 6d ea --- I I 0.99 i10LDOWN NOTES G�N�RAL NOTS ,_ I A) MINIMUM CONCRETE COMPP.ESSIV[STR`NGTI1 TO B�2.5 K51 � B) RE�ERTO MANUFACTURERS' CATALOC-5 FOR MINIMUM DISTANC�Tp FOUNDNTION CORNER. y����%���� I�j�,,� C; P.�`F�R TO MANU�ACTJR�iZS'CATALOGS F012 MINIMUM 3ACKIN6 MEM3�R SIZ�. ���i� �,�:t`�J���v�yrR D; ANCFIOP.BO�_T°MBEDM�NT D�PT`I 511ALL 3E A MI NIMUM O� I 5"WITC A CUT WASFi°R AND �,�� �,; �� NU'AT 30TTOM. x.+ E) POSTS AT HOLDOWN: 2x E 4x ;38mm x AND b9mrn x)--#2�F 3�f=R �a ��`{ �,tt 6x ; I 40mm x )--#I OR B�TTcR �s , . F)TI��ANCIIOR TYP�Fi0!DOWNS AT OTNER LEV�LS SHALL F1AVE A PAIR:ONE A30VE AND ON� � �=� 3�LON� TRi�'�9Y TtiREAJ�D ROD �'� G)JS�STt178R1 FOR STtiDB STtiD I OPJ FOR STt1D I 0,AND ST11D 14PJ�OR ST7D I�WI1`_P.�RII� � f_;' „-F"� `��,��' JOISTS AR°INSTA'_LED � �j� 7�..� � ""',r�:.' p Tfi�STUD�FSTENER�OR SThiC'S jI1Al1 BE I 6d SINr'.PS. ���w,.,,�,�,w>+��>.. ` I J)MINIMUM ST-M WHLL TO BE e'WID��OR I-STORY 5UILDINGS,8"WID�POR SUI!DWGS x����,:;..t yAVNu 2 OR MOR�STORIES. � s':;', I ThP Peo�ies Builder LLC �` D 15 � I 25 57tn St E; �D STANDAI�D D�I A(LS Sumner, WA 9�093 AND SECTIONS � , � - r �ou ndat � on � o no � ou �� � � � U5e 5teel StrapS at top of fOrmS i '� i � � � Form cleat I - I /8" Laminated fo�m panel ' "Rap-I-Form" Mono-pour strap Form cleat: � �. Piace at all �anel ends, and 8" for 2-story • 24" oc max for 24" high walls ,:.� `� • I 6" oc max for up to 48" 6" for I -story high walls ,' L c Ll �: 8d duplex nail, thru � �< £�; 2x8 footing form: strap to form board � � I 5" w�de for 2-story � I 2" wide for I -story Metal stakes _ ° � < � � °� � . � � a � °� � i —� i — i -- '' _� i ��� '� ii i_ - I� _ —1 — ij '� — I — = li=_ � _ - - I i -'i I �� II � - � - , � � - � - - � - i i � -� � -- - � - - _� ___:I �, � ', ; i —il � , �� 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-disturbed or — —�—� 1==I � —! compacted soil --I!:�= I� _ � _ _ — -,_�!; — I -1 I I-1 I 1=1 I I-=1 i I-I I I-I I I-� I i-i I I-I I I-I � !-1 I 1- I he Peoples Builder LLC STANDARD DETAILS D 1 � � ;'; i i 2� s��n st �; �� AND SECTIONS Sumner, WA 98093