5915 GLENWOOD AVE 2018 Plans 2022-12-06

UPSTATE ENGINEERING � � PO BOX 952 LYNNWOOD,WA 98046 � 206-280-4715 �, STRUCTURAL REVIEW � .� THIS DRAWWG HAS BEEN � � � REVIEWED FOR STRUCTURAL (� � REQUIREMENTS ONLY PER THE ATI'ACHED LETTER/CALCULATIONS � O � PROVIDED BY THIS OFFICE. � REVIEWED BY: am� � Vj Z DATE:12i26i1 S 70B#1012 �� Q �� �per Attic Ventilation Per R806.2 �� � � � � At i Ar a FT 1 7 At ic Are FT 1 007 � � � ATTIC VENTILATION: VENTED BLOCKING AND GABLE END At ic Ar IN 145 0 � O Vent Area S IN/300 4 3 VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT V nt Ar IN 0 483 '�y J - � r r a 4 -50° 193 242 W oer Area 40-50°/o 2 � OR LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR �R, 1 N m r f T 7x7 Ven .7 6 7 V nt OVERHANG IS LESS THAN 5 FT FROM THE PROPERTY LINE. N m r of T 7x7 Ve t 36.75 t 7 V nt 'J Lower Area to be provided by vented block at each truss Lower Area to be provided by vented block at each truss M W — — — _ — — — � � - - - - - - - - � � � - - - - - - - - - � � � � - - - - - - - - - -' I— � - - - —. - - � I � � � �� ( � ��u � ( � ( � � ( � �� ( � � � � � ) � � � � � � � � � MANUFACTURED TRUSSES AT 24° OC. MANUFACTURED TRUSSES AT 24" OC. r DESIGNED AND ENGINEERED BY � �—DESIGNED AND ENGINEERED BY I I I I � TRUSS MANUFACTURER. INSTALL I I I I TRUSS MANUFACTURER. INSTALL t� � I I I � I I I I II PER MFG SPECS. 6:12 PITCH TYPICAL. I ( I I PER MFG SPECS. 6:12 PITCH TYPICAL. II I I I I � � ( � �� II � IIII � II � II II � IIII IIII � II / \ / ILn 1 W � � _ _ _ _ _ _ _��_� `�.L � [� � = � = = =i = � ( � r-�- = � _ = F = =� � `�_ �' � ��_ _ _ _ _ _ _ � ( � . � , ,� � r-� J � � I I II I I � � I ��a� l ( I I %!� I � \ I I � � Il��f I� � � - _ �. _ - - _, - W O � � r- �� - �� ,- -� � � � � � _� � -, � � ��1- � � `� �l � � - W � I �- - J _ �l � ��t -� I �� I I � I � �1 I� I�J � _ �_ I I � � I I I �- I I �� I I I � � I � �� 2 / � � I/ � I I � - - -' �I � � \ 6: 1� � �� � - , � � i - � - - - - �- - - - � �� - - - - - - - 1 - - - - - � � � � - - - - - T� - - - - - - � �� n , 1 I 9 J � - - - - - - � \� 6: 12 � � � � � � 6: 12 �// - - - - - - — — — — — — — � / � �— � — — — — — — — — i �- _ _ � i r — = - - -� i � ii ii � ir- - - - - � i � _ _ � i i - - i i i i �r- —rr-� i i - - i cn i ►- -i— � i i � ii ii i i �- -i- -� i W I I- -I- � I I � I I I I TR sS 8 S°BACK � I I I- -I- � I � - - - �= =� -_� __ - - _ I I- -I- -Ir,�- - - - � r I I i l � � �,� - = -� F- -I- -I I � I I � � �� - i �- =i_ -� �� % `} \ �� i i i i i � W i �� ,. , �� _i_ � i � o - - - � � � HIPSET JACKS TO BE � � J Q � I � - - � ��-�\ C— -- PROVIDED BY TRUSS � I I l \ I I I I MANUFACTURER � � � � � _�_ � I Z � —� �y� � � Q � I - - � — _1 � q� 9 � � � � � 9 9 "� r � _ _ � r . . �--T BLOCKED COMMON TRUSS ( � _ _ _ _ _ _ _ � � _ — — _ _ _ _ 6. 12 I � I I �/ U I � � a- � ( ,z-z. W W �_ , 0 I I — — � � I _ 6: 12 I I TYPICAL OVERHANG TYPICAL OVERHANG � L — — — � J �, _ _ � ( � � . �— + � AT GABLES 12" � � _ _ _ _ ATEAVES18" _ _ _ _ _ �/ TRUSS MANUFACTURER TO SUPPLY DETAILED m a PLAN AND ENGINEERING FOR ROOF TRUSSES ROOF PLAN DATE: SCALE 1/4"=1 FT 12/26/2018 EHD JOB: 2268 SHEET: 7