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_ i <br /> � ^ <br /> TYPICAL HIP ROOF CONSTRUCTION �- � �,�, <br /> ASPHALT SHINGLES ROOF o/ �, <br /> 30#BUILDING PAPER oJ � �� � � ��7 <br /> k- <br /> ----�►-- — -- �)�* <br /> LYWOOD SHEATHING PER STRUCT. ENGINEER o/ � - ,s <br /> ENGINEERED TRUSSES OR AS SPECIFIED BY STRUGT. ENGINEER o/ �'�,�i' � <br /> 5/8" PAINTED GWB CEILING w/R49 PER ENERGY NOTES ON SHEET ,`�'J , � <br /> T.O. ROOF TS1. � '' <br /> �-------- -- -- -- 7�U � �� <br /> -- -- -- -- <br /> -- -- -- <br /> -- -- -- -- -- - �, �- <br /> � _ <br /> M <br /> � <br /> � <br /> 00 <br /> �___ _ _____--_�__ <br /> � \ <br /> T.O. PLATE 238.64' <br /> -- <br /> R49 BATT I I <br /> INSULATIO�I � � � � � <br /> r r r T <br /> � 2-HR FIRE � � <br /> co c� et oi <br /> R FI E � <br /> RATED WALL ( WALL ( p N N N N <br /> 00 ABOVE EXIST� 1 0 0 0 � <br /> � ROOF � � <br /> , I I � � � � <br /> � � I <br /> 1 HR. FLOOR � � <br /> SYSTEM PER I ( g � g � <br /> DETAIL 5/A402 ( � � � � � <br /> FLOOR 4 229.64' 1 _ � � � z z Z z <br /> V O O O <br /> �T.O. PLATE 228.64 � r a � � � � <br /> � <br /> � � � � � � � � � � <br /> M R21 , TYP. � �` r,���� I <br /> � ¢ ¢ ¢ ¢ <br /> � r���' I � c� c� c� � <br /> z z z z <br /> R21 I � i� ��� 1 1 HR FIRE RATED o 0 0 0 <br /> o INSULATIONI i� �� I WALL, SEE DETAIL <br /> � AT EXTERI0�2 �� I 11/A402 FOR WALL > > > > <br /> WALLS, TYPi ��� � ASSEMBLY m m m m _ <br /> � <br /> 1 HR. FLOOR � � z <br /> SYSTEM PER � i w a a a a � <br /> DETAIL 5/A402 <br /> I I <br /> � <br /> �, F�LOOR 3 219.64' � � <br /> �T.O. PLATE 218.64' -- -- � <br /> �-- -- � r i I <br /> I ��� � <br /> � \� r� � � 4423 <br /> I ��J �� I REGISTERED <br /> SEE A/501 FOR STAIRS � <br /> � r ��� � ARCHITECTS <br /> CROSS SECTION –i i �� I <br /> o ' � �i �� � a . <br /> � I �� i ��-. <br /> � �� I , <br /> � I EDI LINARDIC <br /> 2 HR. FLOOR � � <br /> SYSTEM PER � � <br /> DETAIL 5/A402 � � STATE OF WASHINGTON <br /> I <br /> �, F�LOOR 2 � � <br /> - -- <br /> 2�- . -- <br /> --- ' � <br /> �,. <br /> 2x4 @ 16"oc FURRED �-------------------�� � <br /> --- WALL w/1"GAP AND � <br /> ___ R21 INSULATION, TYP. �' 11 • <br /> `/ � <br /> Z N <br /> TYPICA�GARAGE CONCRETE SLAB CONSTRUCTION • <br /> AVERAGE GRADE . 4"SLAB ON GRADE BELOW GARAGE O/ Q � M <br /> - -- -- -- -- -- -- J �' / <br /> 203.23' .. . R10 RIGID INSULATION �. � R10 RIGID INSULATION O/ � <br /> UNDER SLAB, TYP. 2" MEDIUM SAND O/ � � <br /> CONCRETE RATED MOISTURE BARRIER 10 TO 15 MIL. � � � <br /> �FLOOR 1 O/4" COMPACTED 5/8" MINUS w/6x6-W2.OxW2.0 W.W.M M <br /> PROVIDE LIQUID BOOT(OR EQ.) OR AS ESPECIFIED PER STRUCTURAL DRAWINGS W <br /> DAMPED � W O <br /> WATER PROOFING AT BELOW PROOFING, TYP. J ^ , <br /> GRADE CONCRETE, WITH MIRAFI � ` V <br /> 50�0 DRAIN MAT(OR EQ.)TIGHTLINE CONT.4" PERFORATED � W <br /> TO FOOTING DRAIN.w/GRAVEL MOISTOP ULTRA 15, 15 MIL PVC DRAW PIPE,TYP. � Q � <br /> BACKFILL 4"flJ PVC-SCHED 40 PERF. FTG. POLYOLEFIN VAPOR RETARDER. LAP ' <br /> DRAIN. TIGHTLINE TO STORM DRAIN ALL JOINTS 6"MIN. WITH MOISTOP R10 RIGID INSUL. @ � � <br /> TAPE PER MANUFACTURER'S FTG. VERTICAL, TYP. 1 1/2"WASHED i � <br /> RECOMMENDATIONS GRAVEL FILL zo — M <br /> ~ `� � <br /> U � <br /> (N) CONC. FOOTING � J <br /> NORTH - SOUTH CROSS SECTION PERSTRUC. PLANS � � 0 ^ <br /> � <br /> 1/4" = 1'-0" � � � <br /> � U � <br /> � >- o W <br /> � <br /> 0 � � <br /> o � N � - <br /> Z N <br /> � � � W <br /> Z > <br /> w � . <br /> � <br /> Z <br /> 0 <br /> " �i- W <br /> w <br /> W <br /> _ <br /> � <br /> DESIGNER: LUIS MARTINEZ <br /> ENGINEER: WADE DAMEY <br /> � <br /> � � <br /> z <br /> � PROJECT NAME: APARTMENT BLDG.ADD'N. <br /> PERMIT STAMP HERE(2 1/2"x 2") � <br /> 0 <br /> � <br /> cWn PROJECT NO.: 160001 <br /> � <br /> � <br /> � <br /> w <br /> a DATE: 01.19.16 <br /> � <br /> � <br /> Q SHEET NO.: <br /> �- <br /> cn - - <br /> � <br /> U <br /> w <br /> � <br /> O <br /> � � <br /> a <br />