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<br /> { I 1. ALI. INSULATION SHALL BE PER THE COVERSHEEf AND THE WSEC.
<br /> ,� �3 , � 2. ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALL �f� '�
<br /> 4--� , 8 � ; LI P A N A_T T__Q_l�_I--
<br /> CONFORM TO IBC SECTION 720
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<br /> 14 13 2t , i �� 1 � '�'�---= 14 13 21 � 1. STRUCTURAL fILL PER GEOTECHNICAL REPORT AND STRUCTURAL DRAWINGS. ,
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<br /> ; 2 CONCREfE FOOTING PER STRUCTURAL
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<br /> ° ' 3. CONCREfE WALK, SLOPE AWAY FROM BUILDING AT 1:48 AT I.ANDINGS.
<br /> �� ;��.� .,. �, ��', a'� ��`��� � � >�� �� ;�� � 4. CONCRETE SLAB PER STRUCTURAL.
<br /> �<� � u- �� �/�� ��� ,�� � 2505 Third Avenue
<br /> - ��v� ' ��� ,� a � _ �� � ° ; 5. CONCREfE TILT UP WALL PANELS. PER STRUCTURAL, PAINT PER EXTERIOR
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<br /> ELEVATIONS Suite 324
<br /> 6. EXTEND TPO ROOFING UP OVER PANEL AND UNDER MEfAL COPING, AT Seattle, WA 98121
<br /> �� � � ��- ����� � ��� � �� PARAPEfS PER MANUFACTURERS RECOMMENDATIONS, WHERE PARAPEf EXCEEDS �
<br /> 16 � � �� � � � � 16 � i ,I � '
<br /> , � ' ' •o RECOI��IENDED HEIGHT, INSTALL TERMINATION BAR AS REQUIRED. 206.720.7001 phone
<br /> ' � � a , i li� � 7. R�l��., T�. SEE DEfAIL 3/AB.� 206.720.2949 faX
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<br /> a ° I I � I 8. 2X WOOD NAILER, PER STRUCTURAL
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<br /> ° � �� � � 9. ALUMINUM STOREFRONT SYSTEM - SEE EXTER�OR ELEVATIONS.
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<br /> ° ' --__- _ 10. STEEL JOIST PER STRUCTURAL.
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<br /> � �� 11. METAL COPING, PER EXTERIOR ELEVATIONS.
<br /> 14 Y , , ,, � �10 , 12. WOOD DECK, PER STRUCTURA�.
<br /> � , 13. RIGID INSULATION, PER COVERSHEET.
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<br /> 14. 0 R00 G SYSTEM PER ROOF PLAN.
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<br /> � °. 5 _ 5 ,� 15. VAPOR BARRIER WITH 4" SAND AT fUTURE OFFICE AREAS 4NLY, AS NOTED ON
<br /> i ; i FLOOR PLANS.
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<br /> �. � ` ' � � � 16. CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.
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<br /> ' ' ` ! 17. OVERFLOW SCUPPER BEYONO SEE IXfERIOR ELEVATIONS.
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<br /> ' � 18. STEEL TREWS AND CANOPY, PER STRUCTURAL. SEE ROOF PLAN, PNNT PER - •
<br /> � I �. ' EXTERIOR ELEVATIONS. �
<br /> ° ���� � � 19. CONCREfE TRUCK COURT. �� �
<br /> ' I ' � 20. CONCRETE PAD PER STRUCTURAL. �
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<br /> , ;,�� a 21. HIGH POINT OF TPO ROOF BEYOND.
<br /> �i 22. SECTIONAL INSULATED 0/H QOOR
<br /> a9 ; 'b �3 » , � i� 23. DQCK BUMPER � Q
<br /> � r;, A6.2 ��� �� � � -,��, 24. 3�8° BENT PLATE "Z"�GUARD, TO 3'-6" AFf. � Q
<br /> < _ rn' < ,. 25. STEEL ANGLE TO 4-0 AFF, SEE STRUCTURAL W � � Q
<br /> 11 � I 7 26. HM FRAME AND DOOR, PAINT PER ELEVATIONS. �
<br /> _ � � i I� 27. 2X WOOD PURLIN, PER STRUCTURAL � � W
<br /> 28. NOT USED. � Q �
<br /> , � i , 29. DOCK SEALS. �
<br /> 4 I I 30. TUBE STEEL COLUI�N, PER STRUCTUR,4L. �^
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<br /> � � ' I� - � � 31. CONCRETE BASE, SEE FLOOR PLAN; BASE TO HAVE 3/4° CHAMFERED � v, •
<br /> � �I � i � CORNERS; SLOPE TOP 1/4" PER FQOT MIN. � > � � �
<br /> ° ` 1 � I a, ° ` I � 32. WALL �tOUNTED UGHT FlXTURE, PER EXTERIOR ELEVATIONS. � � �
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<br /> COPYRIGHT CRAFT ARCHITECTS 2017 .
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