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� <br /> � 14 <br /> A8.1 <br /> � I P . <br /> $ <br /> � � >> GENERAL NOTES� <br /> 1. ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC. <br /> y 2. ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALL ��� <br /> L1 P A N A T_T__�_-�-I =-- : <br /> ,� <br /> � CONFORM TO IBC SECTION 720 • <br /> 14 13 6 , ' . <br /> 21 ° <br /> --- --- a <br /> �:�; t <br /> y �,,` ��' n ryy�� <br /> hr a4 <br /> __ �'J:l�ti'�N� <br /> _� _ ,� , �_ �t„ KEY N4TES� X . <br /> � . <br /> 1. STRUCTURAL FlLL PER GEOTECHNICAL REPORT AND STRUCTURAL DRAWINGS. <br /> � `(,� , .v. <br /> I �2 � � 2. CONCREfE FOOTING PER STRUCTURAL. a � C F1 I t@ C t S <br /> ' AH.1 3. CONCREfE WALK, SLOPE AWAY FROM BU�LDING AT 1:48 AT LANDINGS. <br /> �� � �' � -�-�__ � � 4. CONCRETE SLAB PER STRUCTURAL <br /> 5. CONCRETE TILT UP WALL PANELS. PER STRUCTURAL, PAINT PER D(TERIOR 2505 Third Avenue . <br /> - -_=-----�__-_�_- -- � . <br /> ELEVATIONS. Seattle, WA 98121 <br /> ---_, _ <br /> Suite 324 <br /> 21 14 13 21 _7 '� <br /> - --- _ _ _ ___ <br /> ( �� ' 6. EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, AT <br /> � ��� � � PAR,4PEfS PER MANUFACTURERS RECOMMENDATIONS, WHERE PARAPET EXCEEDS <br /> � � RECO�IMENDED HEIGHT INSTALL TERMINATION BAR AS REQUIRED. 206.720.700� phone <br /> � � �� �' � `'����� <; �� � �,�;�. <br /> � . yti � <br /> x� �� � �� ' <br /> � ��� �� � � �� ���`���� ° � 7. REVEAL, TYP. SEE DETAIL 3�A8.1 206.720.2949 fax <br /> - -- �, _ <br /> n - <br /> 12 � - �- ' . 12� �;�__ ��" � � a � 8. 2X WOOD NAILER, PER STRUCTURAL <br /> t6 \ \ , 90. STEEL JOIST PERSTRUC�, - SEE EXTERIOR ELEVATIONS. , <br /> , , �,, 16 www.craftarchitects.com <br /> ', � ' 11. METAL COPING, PER DCfERIOR ELEVATIONS. <br /> � � �� �,� � � <br /> 12. WOOD DECK, PER STRUCTURAL. <br /> ��� � �� � � � � 13. RIGID INSULATION, PER COVERSHEET. <br /> 14. TPQ ROOFlNG SYSTEM, PER RQOF PLAN. <br /> . , <br /> -- <br /> , _� � <br /> / <br /> _ - , ___ -�� -- �` ' , <br /> _-- <br /> - - , 15. VAPOR BARRIER WITH 4 SAND AT FUTURE OFFICE AREAS ONLY, AS NOTED ON <br /> --�- - -- � FLOOR PLANS. � <br /> -------��� 16. CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL. � <br /> -..- 10 , � - �p i . . <br /> � �_� <br /> � _. � , , � � 17. OVERFLOW SCUPPER BEYONO, SEE EXTERIOR ELEVATIONS. <br /> , ° i 18. STEEL TREWS AND CANOPY, PER STRUCTUR,4L. SEE ROOF PIAN, PAINT PER <br /> I ' - � EXTERIOR ELEVATIONS. <br /> ' ` � 19. CONCRETE TRUCK COURT. <br /> �� � ' ,-' 5 � � <br /> 20. CONCRETE PAD PER STRUCTURAL. � <br /> 5 21. HIGH POINT OF TPO ROOF BEYOND. <br /> ' I� � �3 � 22. SECTIONAL INSULATED 0/H DOOR � � <br /> � I� ' A6.Z 23. DOCK BUMPER � Q <br /> ` ' , TYP � <br /> I' � , , ° '� 24. 3/8" BENT PLATE "Z" GUARD, TO 3'-6" AFF. Q O <br /> s _ , , , I � 25. STEEL ANGLE T O 4'-0" A F F, S E E S T R U C T U R A L. I.'..' �� � Q <br /> � 26. HM FRAME AND DOOR, PAINT PER ELEVATIONS. � � � <br /> 27. 2X WOOD PURLIN, PER STRUCTURAL <br /> , 17 , ! ' 17 I I� 28. NOT USED. W .. . <br /> � L', � ��� J . <br /> 29. DOCK SEALS. � <br /> a , � � � <br /> J 30. TUBE STEEL COLUMN, PER STRUCTURAL � ^ <br /> SEE FLOOR PLAN• BASE TO HAVE 3 4° CHAMFERED � ��+r W <br /> l I i: �� _� I I = 31. CONCRETE BASE, , <br /> � <br /> � � �� I " �, '� � , � CORNERS; SLOPE TOP 1 4" PER FOOT MIN. � <br /> ;, � I ` � , � � I'�; � <br /> I ,� , J I i� 7, � ,; 32. WALL MIOUNTED LIGHT FIXTURE, PER EXTERIOR ELEVATIONS. � � <br /> �I� � , � w <br /> I i�� � a � �; �, i, � ������� �� ���� U C� <br /> ,� �; � , <br /> � I <br /> � � �� � � ; � <br /> � Q <br /> 1 �� �� � � � �- r• <br /> , i � '� �� a o <br /> �� � ., � � J �% � <br /> � <br /> � ; ;� a <br /> ` I `I 9 � t� <br /> � ��� � � � � � <br /> i �� <br /> �� � ��� ' , � � �, � . <br /> , ' ����� � � ��� I �� �� � <br /> � �° �' I � <br /> , � � i�� � a � �� i i I <br /> �� - � ' �� � ' ��I' " � ������� �,� ! <br /> � � �; <br /> _ �� �I � i a� i r <br /> � 11 'i ¢ <br /> � I i � � <br /> N ��I , . 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I ' � �; ; . <br /> � o I �', N <br /> I �I � � '� � ` � � <br /> � � '� � �� � � � � �i <br /> � � <br /> , I � <br /> � � � ! � II �� � <br /> 5 ,, I� i 5 or <br /> 'I I , I r I � III w <br /> � � I I I' ' � � i i <br /> 4 ' 4 , � �� ;; <br /> I�I I � i i I ,' . <br /> � i � �� I i <br /> lill ; � � , � <br /> I � � � <br /> I <br /> � <br /> j I� I <br /> ; , � � Ili <br /> j � , ' <br /> � � '� --� <br /> ( <br /> ;. <br /> ¢ <br /> I � � <br /> �' i ' Ij I I � <br /> I iI <br /> a <br /> ; � W <br /> , �,i'ii � . <br /> , � <br /> I , � I , � � <br /> 3 I I, ; � i � Sheet Title: <br /> WALL SECTIONS <br /> � I � �, , <br /> il � <br /> 4 i <br /> � Q 4 i : I � 4 I <br /> Z <br /> o , , , a <br /> - � � <br /> � : , , o �� <br /> _ � a o � < <br /> � ` � '� _ <br /> „ � , „ , � �. �,., 3 � ° � � : <br /> w � a , � ----•�� <br /> � <br /> ------ - � Date: p1�24f 18 <br /> J __. �. �. . . � I aa _ . <br /> � �- «� ' 15 W , <br /> � il il � � i:_ � � : i - i _ . <br /> _ L <br /> � � <br /> -1 -- <br /> " � � I= II -Ili ,-I �I„ � Ic , I � t � , � � a , �? � � � ° � � ��i Design: TES <br /> ' �� � i <br /> �' � -=1 � � ,-� 11 I � �-� � ,_ , � ; �� _ -, , O - a� �a ? -, <br /> _ � <br /> _ , _ <br /> .,- <br /> `° � I !-' -- ' � � , �t - '_ ° ao �-� � Drawn• <br /> _ i - , � i I_. !_ � � <br /> � -- - <br /> � -� � I� I=_� I -I � � � � � � �� �� � JW+TES <br /> � � '��li�-i_� . � � �, �'���I�I �_� � !�-I I� , � � ��� � � �� �-�_�. � ������ ��� � ' '�' _ � - = ' �'_-�_ � �. <br /> _ _.,- --- � �� �� Project No: q(� <br /> � �� I ���( I �- I � Ili�I � �� � � i� ll �_ � -�- �� i �� ���- I -_I � i ��_� I�� I_I� � � i -;I � il i� i ��-IU9 <br /> II ° � i <br /> � I_ I i , .. <br /> a I � i I ' � � � � j . <br /> o� -,_ii1- � ill =� � � i , � ' �- � ii � �� i , - il ; � ' i � � . <br /> --- , - <br /> � � --� � : ' - <br /> � _ I i , i-� � ,- I� - - � - � , � APProved: <br /> , J <br /> � � o �� � �_ � � � � � � � '�� � �a , KCR <br /> _ � <br /> ; , a . <br /> � _I I i--� - <br /> � Buildin No: <br /> E '° 2 � iI- � I I i <br /> i-- - 9 <br /> N c � __ � � '_, i 2 <br /> _ _ � <br /> � ._ , <br /> , � , , <br /> � <br /> 0 <br /> WALL SECTION AT OVHD DR WALL SECTIC�N AT DOCK DR WALL SECTION AT STOREFRCJNT Sheet No: � - <br /> � 4 ,,� _ ,�-� 3 ,1� _ ,�-� 2 , � _ ,�-� <br /> � COPYRIGHT CRAFT ARCHITECTS 2Q17 <br />