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W <br /> UPSTATE ENGINEERING (� <br /> PO BOX 952 � � <br /> LYNNWOOD,WA 98046 <br /> 206-280-4715 � � '� <br /> STRUCTURAL REVIEW � p w <br /> THIS DRAWING NAS BEEN � V � <br /> REVIEWED FOR STRUCTURAL <br /> REQUIREMENTS ONLY PER THE � � Z <br /> ATTACHED LETTER/CALGULATIONS � S� <br /> r A tic V ntil tion P r R8 .2 PROVIDED BY THIS OFFICE. � (jj Q <br /> REVIEWED BY: aw�� CCS � � <br /> A tic Area FT � 8� L � � <br /> , ' ATTIC VENTILATION: VENTED BLOCKING AND GABLE END DATE: 8�2�-��S 70B# Og38 �� � <br /> Vent Ar IN/ � VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT <br /> r Ar 4 -50° 3 to 437 IN OR LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR � � <br /> Number f T 7x7 V n 3 .7 1 to 12 V n s OVERHANG IS LESS THAN 5 FT FROM THE PROPERTY LINE. � � � <br /> Lower Area to be provided by vented block at each truss � <br /> � Q <br /> � '� <br /> � �� �M <br /> I � — — — — — — — — — I—I = _ = 1 — — — — — — —� — — — — —, W <br /> � � -�-I�� � � � � � � � � � �(r-- ,- � - - - - � � <br /> � � ��� �II � , � �, ,� III � � I I I <br /> I I I I � I = _ _ - � I I I Z <br /> -�--E .� � � = J I I � 1'� <br /> . I IIII � i V <br /> I I I I I �- - � � � <br /> u - - N / � � '� <br /> I I � � I I � <br /> I I ' <br /> I I � I � �'� � � � W <br /> I I MANUFACTURED TRUSSES AT 24" OC. � / �� � I I <br /> � � DESIGNED AND ENGINEERED BY _ _ _ _ _ I I Q <br /> TRUSS MANUFACTURER. INSTALL \�, � � � � � _ _ _ _ I I <br /> I I I PER MFG SPECS. 5:12 PITCH TYPICAL. —_� ��— \L, � — � � � — — — — — — �� <br /> I �/ - - — — — — — — - - — — — W <br /> . i i � � � li - �`� � � y� ii i � i � <br /> i i i ,_ � - -� i i � i �' � <br /> � � , , � � a <br /> I � - - - - - -, II � IIIII I II I I � <br /> - - - - � WO <br /> i ��_ -� � � iii � iii � � i ii i <br /> I I I l I I � � � � � --� I I I � N � � W .i <br /> I I �- � II I i IIII I � � III I <br /> I I Il I - - � I I I <br /> I I II / l= _ � � -� III <br /> I I <br /> � _ � � � � � - I - <br /> I I -� � <br /> . � � �� I���� �� � / — � � � <br /> � � �� � � � � <br /> ( — — — — � _ _ _ _ — — � <br /> � — � — _ _ _ _ — - - _ <br /> I I I � I I I _I DN I GIRDERTRUSS IIII / II- - - - - - - - - --� � <br /> I I ���11� 7 � � - � I u' \�� \�� -I I <br /> I I ����� TRUSS MANUFACTURER TO SUPPLY DETAILED <br /> PLAN AND ENGINEERING FOR ROOF TRUSSES � <br /> — — ♦^ <br /> V <br /> � � � � ( � � � � � � � � � I I � <br /> V � <br /> I I i I I I I I I I I I I I 5� 12� I I Z M <br /> L — — — — — ___L J^J____L_� � JJ L_ I <br /> � <br /> � � 5: 12 � �� � ��� � � � v � <br /> �- � � <br /> \ \ a J <br /> � � �--� � � � � a a <br /> I I I I I I I TYPICAL OVERHANG • • � <br /> AT EAVES 18" � <br /> I BLOCKED COMMON TRUSS ( L T = _ - _ _ I W W <br /> � � <br /> 2 TYPICAL OVERHANG J O <br /> , � � i 9 AT GABLES 12° _ � <br /> m � <br /> � � 5: 12 � � �� � <br /> � <br /> ( I i,� DATE: <br /> � - - - - - - - - - - - - _ � <br /> _- _ _ = 8/22/2018 <br /> ROOF PLAN <br /> SCALE 1/4"=1 FT EHD JOB: <br /> 2223 <br /> SHEET: <br /> �!`�`'�` �� �����'i� <br /> ���I�"���� ���� ����1�T° 7 <br />