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I �- ] � � I �` II Il 11 � i II <br /> � i � � Ip � � � � � � �� � �� o, � � ,� - � i <br /> III I I I � I ' I �� �� I I II � I I I I <br /> f I I �- _ _ I I � - _ _ I / �) � �- � I I � i �I � � <br /> , i I „ � � �. � �= � - - - � � I 11 � r- -. I I � I I ? <br /> I II I MANUFACTURED TRUSSES AT 24 OC. � � � <br /> DESIGNED AND ENGINEERED BY �� I ( I I � �� I I = <br /> I II I TRUSS MANUFACTURER. INSTALL I I � I I � I� �I -� <br /> PER MFG SPECS. 5:12 PITCH TYPICAL. � — � I � 5 � , �1 5 I I � � � _J � q, � I I = <br /> � I I I — � I I I \ / I I ( I ,_ _ _ I I S O L I D B L O C K I N G � 5 � I - <br /> ' I I I � - - � -n � UNDER WALL J .� H 5: 12 j <br /> � — � — — � - - — � I �— — — - - � � � d ' <br /> � — �� — ,_—. (— �� �I -{ = <br /> � ae-� y-�e�-� I II — � — — 1 I I � <br /> . . �\ ���� . _ ` I� . . <br /> Q <br /> � RIDGE LINE OF VAULTED CEILING � �� : � — \— II � 1 I I I r � � � — — — — — — — K — w <br /> ( � II (� � ,� �� L - - J I II I � I SOLID BLOCKING - -�' � <br /> ( y� �/ \ % � � b��� I � I I I I I \ I I O V E R W A L L <br /> -, � � � ( � _��( II I I � I � <br /> I (� I I - -! I � �- - � = _ - _ -� <br /> � <br /> 11 r� - - - JI I I � � 1 � � � ' � <br /> -I I- up- I <br /> I I I - D - - � _ `"_ _ I �� II I I � � -- - - - J >o I I I -I- - �- -I I- ,- - 1 I I � <br /> I � III I N I - - -� - -� 1- I �I I �� �- _ J W <br /> 6� 12 I � � I _ � _ t _ � _ _ _ _ I I I � /� � � TYPICAL OVERHANG � � I — — — -� �— �- — I SOLID BLOCKING c�n <br /> I � I — — � — � �I � AT GABLES 12" ¢p _ I - — OVER BEAM C <br /> L V� � � y — y � �" — � LUS410 � � � <br /> II� � -) - � � - - - -� I- -I- - - - - G - o <br /> � � �J ( — — � — -� vl/ �l/ � � � I I � � - - - � �- -��- - � HHUS5.5/10 I � <br /> � � � � — — � — � � � _� -' I - - - -�-�- - - I � - - - - � � �� � <br /> � � � - - - � � � � f m <br /> I I I I Il I <br /> I o I I I <br /> I I ,r I I I I I � � LANDING OUT 1 0�'R � - - - - - - - I I I II I C� <br /> I I II � II II I � � � � Z <br /> - <br /> � II —\ — — J I GIRDER TRUSS � � � — — — — — ( ( � ��� � <br /> ��� / / — _ � - � \� - — ��/ �r —n — rr`- -� = tr= =rr � � A � � ( W , <br /> / I-r , I I f � � - _ / III II II II II II I I BEAM FLUSH WITH TOP OF JOISTS I I I I '_ <br /> � _ - - - / - - - - - <br /> - - - - (� I I �`�: 12 _JL - -� � ,� - - - - - -1 � III II II II II II I I N � E— <br /> BLOCKED COMMON TRUSS — — DECK JOISTS TO BE 2X8 PT AT 16"OC(�MAX SPAN 8'-0")�� II II II I � B — O <br /> ' �— - - - - — J � WITH 4X10 PT BEAM AT EDGE(MAX SPAN 8'-0") II F r � <br /> �BLOCKED COMMON TRUSS = _ - - AC AND AB CONNECTORS TO FOOTING, POST AND BEAM � 5_12 � m <br /> � — LLL =11 = 1L _1J = - - - - - - - - E - - - - —� <br /> � <br /> — — ROOF PLAN UPPER FLOOR V M <br /> — � — SCALE 1/4"=1 FT � Enng FRAMING PLAN � ~ <br /> — � — A SCALE 1/4"=1 FT = N <br /> . — � — . . � <br /> — � � <br /> — L — I1� W <br /> — ! — � � <br /> 4 J � <br /> — N <br /> E = I,i. <br /> m �. <br /> � CITY OF EVERETT <br /> 4X DF R�VIE1l�ED FOR PE�f�ll�' <br /> 0 4x�o oF#2 DATE: <br /> , UPSTATE ENGINEERINC 3/11/2020 <br /> PO BOX 952 <br /> 2os-28o-a71 s EHD JOB: <br /> , LYNNWOOD,WA 98046 <br /> , <br /> STRUCTURAL REVIEW <br /> THIS DRAWING HAS BEEN 2388 <br /> REVIEWED FOR STRUCTURAL <br /> REQUIREMENTS ONLY PER THE <br /> ATTACHED LETTERJCALCULATIONS <br /> PROVIDED BY THIS OFFICE. SHEET: <br /> REVIEWED BY: am,y <br /> , DATE: 3/11/20 �OB#1166 � <br />