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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . � . � . � . � . � . � . � . . . . . � ! �� . <br /> . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . � . . . . . . . . _ . . . . . . . . . - � �. - <br /> J <br /> Q <br /> � PLAN NOTES: z � <br /> W N F R ALL DIMENSIONS NOT SHOWN. ALL o <br /> � . <br /> � RA I GS O <br /> 1. EE ARCHITECTURAL D <br /> S <br /> - m <br /> E- . <br /> DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO � � <br /> CONSTRUCTION. STRUCTURAL DRAWINGS ARE SCHEMATIC. DO NOT - , <br /> � <br /> H . <br /> v <br /> � <br /> SCALE. � <br /> tn � <br /> w <br /> 2. FOUNDATIONS ARE DESIGNED ASSUMING 2000 PSF ALl,OWABLE BEARING w <br /> � a <br /> � �� � �� <br /> PRESSURE. CONTRACTOR SHALL VERIFY WITH THE BUILDING OFFICIAL <br /> � <br /> 4 -10 3 -0 , <br /> w T.., <br /> � � , <br /> _ PRIOR TO CONSTRUCTI4N. FOUNDATIONS SHALL BEAR ON STIFF f- • . <br /> - � <br /> N I ERED MPA ED FI L. <br /> Q �y <br /> T D NATIVE IL R E G NE CO CT L <br /> ti <br /> UNDIS URBE SO 0 _. <br /> ,p � i.ri <br /> � <br /> 1 F R F UNDATION MATERIAL <br /> � 3. SEE STRUCTURAL NOTES ON S C? 0 <br /> , <br /> F-01 <br /> 1 <br /> > <br /> P'0 REQUIREMENTS w o <br /> BL IST <br /> - � - .� , <br /> D JO <br /> � <br /> �:=�. �_ <br /> '� <br /> , � �, �:,6 _ <br /> _�..__. _ <br /> � _. .._.. _._� ___ W. �y <br /> � <br /> _._.� ._ .____�__ i f � ___�_.W __�. <br /> � .- - - - -'E - - - ' - � � ~ i:� . <br /> .. . . � �-____......_._ € <, . . . . <br /> I � . . . �._� . . . . . . .__._�...�. . . . . . , <br /> / <br /> R ss <br /> � �� <br /> ____ �� <br /> 0 <br /> , �- _____ <br /> � 6 S1 � - <br /> � �� <br /> � <br /> N <br /> � .. <br /> ,—i <br /> ; ► _ 1 . �a____ PO <br /> ___.. � _ <br /> TYP <br /> ; x _ -� _ <br /> ; �_._______. � � �- Eng i neeri ng <br /> � _ <br /> � _ <br /> � <br /> I _ NOTES: <br /> � <br /> _ <br /> � h� i ' a' - 1, AIL ALL PLIES TOGETHER WITH 10d AT 6" o.c. EACH PLY � <br /> i _ � N <br /> , <br /> 0 <br /> _. Design <br /> , : <br /> - � � I � �Yp� ' � _��_,o'��___� 2, l"YP, TOP AND BASE CONNECTIONS AT ALL POSTS SHALL BE 4) 16d U.N.4 <br /> 1�.;�__�_,_ TYP. � � �l__-____..__, � � : <br /> i �_�'���."�~��-�� 1/S1 �TM��� --W-� ' -° � -------R P-01 PT 4x4 W PC4Z OR EPC4Z AT TOP AND PBS44AAT BASE <br /> � �--�� � � n <br /> � � <br /> Ic . <br /> ��__��� � � � <br /> � _� , <br /> ; _ <br /> �� <br /> � � � �:�::: ; _ ; � - 2 <br /> � � ! ____ � � ; _ � <br /> , _ ; � X � � <br /> � - ], <br /> Q � N <br /> : <br /> FO <br /> � <br /> i � <br /> � <br /> .-� <br /> � �_u <br /> j I <br /> k <br /> � <br /> a <br /> x <br /> ...__��_�� ._�.�_..��._�_.._____�___�.___. i _ i, <br /> �. M � h,0 � _ �� �._ . � <br /> ;_� ��_______�.�..�._�. <br /> e�41 HANGER SCHEDULE � <br /> , ��._�_�._w ew_.._ _�M.___.___�__._.�._ � <br /> � !�� ----� --� � � ° � I �� � � 2 S 1 a �. � <br /> _� - _.__._._._�._�_��_.��_���..�._.� _.._._.� <br /> , .�.. <br /> . . . ....�,....._.� ""_' . . . w..� � . � . ._..........�.._�._..�.._..3 � . . . _.r_ , . " ' � / . � . � . - . . � . � . � . ' � . <br /> ? C: ___ _� - -.. �: �=:. � '�' _ _ � �� ��� ° NOTES: .. <br /> � �-s �.u. _.._�-�- r <br /> 1 <br /> _�, <br /> .�..�. - __ � �, �. _ , <br /> I __.. _ __ _ __. <br /> � ; oB��oisT ; N 1. HANGERS NOT NOTED SHALL BE SPECIFIED BY THE TRUSS <br /> �� � 6 � ,�_� � ri <br /> � _ <br /> F-01 <br /> � g <br /> MA A RER <br /> � � x NUF CTU <br /> Y N DES <br /> IGN INC <br /> ; <br /> _ � E <br /> � r, h�p � d- Z <br /> ; .o _ <br /> Z , <br /> 2 <br /> ; <br /> � H Oi LUS 8 <br /> ; Q <br /> F- <br /> � �— // <br /> I W�_���__v.. '.�-�:. __ -;�: H-O2 HUC41O WiNW.YENDES.COM <br /> , <br /> . � <br /> \ � <br /> i � � � _ �.__ ..�... � ------- -- � <br /> , _ � _. _ . <br /> � .v-��_M . _. v__ <br /> �, � � ; � ; <br /> I .__._._._.�...:._w_..�_.�___�_d�.�..�.�!_e�._�..__._ � _.�----______,_�___�._ ._:..�__�.__.._ti...___�__.� �._._.___ " ' ; �B� J�IST : 1622 NE 179TH ST. ` ' <br /> _v_��.���___-____u_____-__----__:�____��_----��.��_�,e__._v�___ �._.�.._.�__�_____�_.._�__.___�___�__.._.__-___:�� ��_;_._._ A ,. <br /> � � __.. __�_--____�- �___��...�..�....u..��_�_..._._..�.._..:.9 F—�1 F—�1 ... _.._�.�.._._____.��_..____.�.._._...._ _..�._.....�.. _..____-._.___-�.�_._._..... �� �01 SHORELINE, WA, 98155 <br /> ;__ _.._�___ �. � ____. � <br /> � �.�._ <br /> � <br /> . i PLAN KEYNOTES <br /> , <br /> 43 - 111 <br /> PH NE 206 21 <br /> O <br /> � ) <br /> „ <br /> r �._. � <br /> �II <br /> ; � <br /> - �--� 01 PT 2x8 HF#2 LEDGER W/ SDS25312 @ 6 o.c. STAGGERED TOP <br /> ; <br /> - ; � AND BOTTOM <br /> , � � __� ,. <br /> � � � � � 2 5 P.T. 2x12 HF#2 STRINGERS PER 3 S2 <br /> _ / <br /> �..______�_..�.�� _.���_�� �a�.� 3 � <br /> � <br /> ❑ <br /> � ) <br /> _ _ ��.� <br /> , � � �--, �.a_ __u._ ��., W _.___.� � ,,� ..��r <br /> _ _.�..���.a�_�w_:_�_,_�._.�._.__a_.._�_� _ � �. <br /> �il.�.v__W..�_...._�..�..�,_�.�.w. ,�_�_.�.�. �.ww.�. i <br /> 1'� N• R'O- - <br /> �.�.u.�w___.. � � �- <br /> � � � ; W���.m�� <br /> � � � <br /> P� <br /> � <br /> �. <br /> ; w,,,s- � <br /> � ,� � � <br /> � _ fl f�� <br /> ,� ___ �' <br /> , _ <br /> __.___ - <br /> �__�_______�_____.�_.______._________ �_�..�.�__..�-----.-_ ' ° <br /> � � -�--- ---, �-------__��--y ��_._.__ _ _ _________._ .- /"' �w �` � �° <br /> . ___. .�._�.�..��, <br /> , <br /> _� __�__._,.__���_..��. �__.__��_w_�__..�.._..��_�_,.�_._�. l �.__�___ _._.s �.___�..__-__.__._.._._�.� — -- <br /> ; ` . <br /> ; ��....__..�_�__.__.���..___.__..�_.._____._....��__�_� �..W��i C� .____. � { , , <br /> ��•`�--�`' "� <br /> ; <br /> �� ��� <br /> � Q� <br /> . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . 3� . . . . . . . . . . . . . . . . . . . . . . . . . . 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" . � . . - . <br /> i <br /> � i i <br /> Z � <br /> i ; I � � .. <br /> ; � � ; <br /> � ' ELECTRONIC COPY <br /> ORIGINAL IS ON FILE <br /> � 1 � AT ROSS ENGINEERfNG <br /> I <br /> s <br /> � <br /> .� � � <br /> � - � ; <br /> 5 � � <br /> � � <br /> � � � 1 <br /> ' ti � ti � <br /> , <br /> � �.�.'� .�:°Q• .�.'� <br /> ; <br /> � <br /> � � <br /> .� __ .._._ _., �_. ..__ � _.__ .._ ._ , w,.rv_..; ___ ___ _.. _..� � '� . <br /> _ # i � _ __, �_ _. _ _ � U <br /> �� r � � W <br /> _ ; W 0 <br /> o F-01 F-01 _, ,..~�_, ? � s A 16- '�"- � J � : o , W <br /> m � <br /> �, T2 -� � > <br /> ,:; <br /> �:�: - - �:�;� o � � `.- PT 4x12 ?� � � (1� � ' <br /> x.: �., <br /> � � �O� J � P O� Q � _ <br /> o Q � , � � Q <br /> . i . . . t . . . . . . . . . . . . . . . . � � J O . . . � `^ . � T � . . <br /> VI y <br /> l <br /> .�_.�...._...»'_._.._.{�.�___._-y���..�_ �."`.�� [p . i� . . . . . . . . . . . . . . � <br /> M i�i��___�.�E__ -�----�---�__-�-__-�__�-�--- �.. � � � � W W <br /> E . � J. . � 3 � H� � � . <br /> _ �.�,�:: ':�:. � � � s � � � � � � 'S <br /> a <br /> r � . � <br /> . � � � P=O� � PT 4x12 P�.7 Z W <br /> - � - - � � ' � � � � <br /> ' z f--� o <br /> _-__-- -�.__,._--_--_-__ ___:,. _.�_______�a�. ._�_. __E 01_.�_��� F 01 _ �.�..�w.��_.�.._� �.� ___.._�.��__'__.-��-i-_ �----�-�-- S �--_-_—� <br /> �,�, f , - Q � � � .. <br /> , <br /> 9'-11 9/16" 6, 2�� � 3�-6" _ 2 � `� <br /> - � <br /> LEGEND <br /> , <br /> : �j!�/�//'r EXISTING CONSTRUCTION FOUNDATION � <br /> -�9 <br /> AND DECK <br /> : �ois-r/-rRuss FRAMING PLAN <br /> FOUNDATION PLAN DECK FRAMING PLAN _ _ �. <br /> SCALE: %4�� � 1�'0�� SCALE: �4�� = 1�_��� , �-•�-j�� BEAM / HEADER <br /> s <br /> FOOTING SCHEDULE _ Q� Pos-r PER scr+E�u�� ��wN BY RNR <br /> NOTES: REVIEWED BY RNR <br /> 1. BOTTOM OF ALL EXTERIOR AND PERIMEfER FOOTINGS SHALL BE )OB NO. 18059 • <br /> 18" MIN. BELOW GRADE N� HANGER PER SCHEDULE SCALE PER PLAN <br /> 2. REINFORCING SHALL:BE LOCATED 3" CLEAR FROM BOTTOM OF : : : � � SHEEI' � <br /> FOOTINGS UNLESS NOTED OTHERWISE <br /> ' �---❑X PLAN KEYNOTE � <br /> F-01 24"x24"x8" DEEP PAD FOOTING WITH (2) #4 EACH WAY ' <br /> .. <br /> _ <br /> _ _ � <br /> , <br /> - � <br /> , <br />