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� 1 2 3 � 4 � 5 <br /> �� �. . 3 A(" r�,'k <br /> � <br /> �� <br /> �sie. <br /> �# <br /> ARCNITECTURAL DESIGN <br /> E E ASSOCIATES, PS <br /> 2221 Everett Avenue <br /> Suite #201 <br /> 2'-8" MIN. Everett, WA. 98201 <br /> , Ph 425 259 0661 <br /> 2x 70P PLATE � NAIL SHEATHING TO HDR @ 4" ��X`���'�����<�9,��' �� <br /> ��: <br /> o.c. IN EACH DIRECTION <br /> HEADER <br /> (2) 2x STUDS NAIL SHEATHING <br /> TO EACH STUD <br /> �-�`1 <br /> �� <br /> 15/16" WOOD 8d COMMON OR GAL. BOX NAIL5 @ 4" o.c. �'� "= <br /> STRUCTURAL PANELS OR TO ALL HDRS, STUDS, BLK'G &PLATE. �� �� <br /> 1/2" APA RATED PLYWD. 8d COMMON OR GAL, BOX NAILS @ 10" o.c. �'� �=� . <br /> SHEATHING EXT. MIN. INTERRIO SUPPORTS G`` �-1-•� <br /> 12 SOLID BLK'NG ALL SIMPSON STHDI4RJ STRAP OR E . TO �� <br /> PLYWD. JOINTS Q `'—r"�' <br /> 1800# UPLIFT PER MANUF. SPECS. ""` <br /> PER ELEV. PRovi�E i/z° CLR. FROM FACE OF CONC. � � _ �`�' <br /> TYPICAL ROOF ��P�� <br /> p (2) 5/8"X 10"A.BOLTS 6-12" FROM p <br /> ARCHITECTURAL COMPOSITION ROOFING,INSTALL PER,MFR.SPEC. FROM EACH END OF WALL SEGMENT <br /> 15#FELT These plans are the <br /> 1"APA RATEQ SHEATHING(24116)(1"CCX @ EAVE) (2) 2x PT. PLATES copyrighted material <br /> of ARCHITECTURAL <br /> wl 8d @ 6"o.c.EDGE&12"o.c.FILED OR PER STRUCTURAL IN�O, a . � , ` ` 3°x3��xi/4�� SQ. GALV. WASHERS ' DESIGN ASSOCIATES, <br /> 2x TRUSS-DESIGN BY WASHINGTON STATE LIC,ENGINEER a a a FOUNDATION WALL 8" P.S. any plans that do <br /> �R RAFTERS PER ROOF PLAN Q 4 ° ° , a MIN. (1) #4 BAR @ TOP (2) not bear an architect's <br /> SIMPSON H1 CLIP TRUSS TO PLATE o � #4 BaRs @ Bo-rroM stamp signed in blue , <br /> EAVE W12x VENT BLOCK � ink are unauthorized <br /> copies and may bE in <br /> 1x8 FASCIA 1-STORY ALTERNATE BRACED WALL PANEL violation of copyright <br /> 18° 26 GA.MTL GUTTER 2 i/��� = i�-o�� lo�-o��Max. HT. Iaws. <br /> TYPICAL WALL o J <br /> MOISTURE BARRIER-TYVEK OR EQ ~ '—' <br /> � <br /> APA RATED SHEATHING(2010)NAIL wl 6d�"O.C, U �a-- <br /> � @ EDGE 12"O,C.@ FIELD OR PER SHEAR WALL SCHED. � � W <br /> C 0 <br /> w (2)2x4 PLATES-LAP SPLICES 48"MIN. <br /> LL' 4x8 DF#2 HEADER(UNO) � J <br /> � � <br /> � 2x4 STUDS @ 16 O,C,-FIREBL((�K IF 10'-0° Q Q <br /> 2x4 SILL WI CONT,CAULK, � � <br /> J 0 <br /> �, TYPICAL FOUNDATION P�NELs �ER 2°15I.R.�. Q � <br /> 4 CONC,SLAB WI aN�aLTExNaTE skac��waLL P�NELs U � <br /> COMP,BASE � z PT 2x4 wl ANCHOR BOLT PER SHEAR WALL SCHEDULE WALL B�CING S CHEDULE � m <br /> � MIN.48"O.C. � <br /> 1 � � <br /> " ANCHOR BOLTS TO HAUE MIN,2"x2"SQ,x 3116"WASHER <br /> � ,ii , , _ Plywoad 3/8" x WOOD STRUCT. PANELS 8d common nails @ 6° <br /> � ;�� ��� ��� ��' �� AIB NOT LESS THAN 41"BUT WITHIN 12"OF SILL END-EMBED 7° � 4' x 8' �o' 2x6 @16"o.C. o.c. edge �2" o.c. field <br /> ����°�'° oo°oc � �II�-1�1 III III �z �G � ) <br /> o � �� �� I-1 I I—!I I-1 I b Q <br /> � ��,ao���.��;�. =iii-�ii=iii- � � WALLREBAR; (1)#4@TOPOFWALL-CONT.� <br /> �a���� �–���-�i�_,��� � � (2)#4 @ FTG-CONT. � <br /> � ,,�:. �. � � a J� �n M . <br /> . .,'", �O o��0�0 <br /> � �� � �� �,���o�°� #4 @ 18"O.C.VERT,&HO�Z. <br /> B �3� 6 3� FOOTINGS ON UNDISTURBED SOIL B � <br /> � <br /> 12" 4"�PERF DRAIN IN PEA GRAVEL o � Q <br /> � � � <br /> � See Detail � � <br /> ONE STORY ALTERNATE BRACED WALL PANEL 2 B � � <br /> TYPICAL, WALL SECTION � � _ <br /> 1 li��� = 1� - 0�� I�n <br /> L <br /> V <br /> � NOTES: � <br /> N <br /> � <br /> BRACED WALL PANEL SOLE PLATE NAILED TO FLOOR AND TOP PLATES SHALL � � <br /> BE ANCHORED TO FRAMING ABOVE. WHERE JOISTS ARE PERPENDICULAR TO o <br /> BRACED WALL LINES, PROVIDE BLOCKING UNDER AND IN-LINE WITH BRACED a <br /> WALL PANELS. <br /> 3 WALL BRACING SCHEDULE <br /> i/2�� = i�-o�� Date: <br /> 09 07 16 <br /> A A <br /> 2016-16 <br /> . <br /> 1 2 3 4 5 oPY��9 t zo,6 / <br /> � ARCHITECTURAL DESIGN ASSOC[ATES,P.S. <br />