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FLOOR FRAMING PLAN NOTES:
<br /> 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.0, S1.1 AND S1.2.
<br /> 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL RELEVANT EXISTING ������ C������
<br /> DIMENSIONS SHALL BE FIELD VERIFIED.
<br /> 3. FLOOR SHEATHING PER PLAN'��ND STRUCTURAL GENERAL NOTES. SHEATHING TO BE GLUED AND NAILED TO
<br /> FRAMING WITH 0.148"�x2�/2l"-1Vi41LS � 6"OC AT PANEL EDGES AND C� 12"OC FIELD, UNO. LAY SHEATHING WITH
<br /> FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW �/g"
<br /> SPACE BENVEEN PANEL ENDS AND EDGES.
<br /> 4. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS.
<br /> STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS.
<br /> 5. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE-TREATED.
<br /> a r c h � t e c t s
<br /> 6. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24" ON ONE SIDE.
<br /> 7. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER 2505 Third Avenue
<br /> FOUNDATION PLAN. Suite 324
<br /> � Seattle, WA 9812'1
<br /> 8. ELEVATOR STEEL AND CONNECTIONS ARE PROVIDED FOR BUDGET PURPOSES ONLY AND ARE PRELIMINARY. THE
<br /> ( /(+� c� �- . PROPOSED STRUCTURAL MEMBERS AND THEIR CONNECTIONS SHALL BE CONFIRMED ONCE FINAL ELEVATOR 206.720.7001 phone
<br /> ��� p � REACTIONS ARE PROVIDED TO THE STRUCTURAL ENGINEER OF RECORD. � � 206.720.2949 fax
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<br /> � �t'o�vr�qhi 0�i 1(119 D Arn�to ��nversano In� All kiah(s Reserved
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<br /> PROVIDE 6x6 SLEEPER AT R i /4 T&G SHTHG �� ��
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<br /> / SDW22634 SC}�EWS ,� �� � IGN CEILING LIVE LOAD 125PSF
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<br /> " " FOR SPACED MECH UNITS ONLY,
<br /> � ' C�? 9"OC TO SHTHG BELOW i i�i ;; TYP AT TAT CEILING UNO o
<br /> � I', AT GORNERS CONNECT SLEEPERS W/ U66 HGR i �, �
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<br /> i_ � BLOCKING AT ALL PANEL , �i. ' � '�" �
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<br /> �- � '' ,, � �� EDGES IN THIS ZONE
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<br /> /� I— _�_II ' Submittals/Revisions:
<br /> � I � g'_p» 3�4" T&G SHTHG � �10'-0" • �-
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<br /> � 8 _� PERMIT SUBMITTAL 08 08 18
<br /> � ' 6x10 6x10 G�x10 6x10 6x10 6x110 6x10 � �I � z � �
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<br /> � �� � � � � � PERMIT CORRECTI
<br /> � ' TOP OF COL CONN PER � � , o o i ' � �� i � � � �NS ���19�18
<br /> _ 6/S4.0, TYP AT ELEV COL ' �` � -' �
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<br /> �2.51 2x12 LEDGER AT METAL STUD � �, � � c� '/' w� � �„ 0 PERMIT CORRECTIONS 11 13 18
<br /> f LSTI 49 STRAP i � C
<br /> ELEV WALL W� �4) ��� � �� C ; ` � � �" � AT EA JOIST � _ - _ -- _ _
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<br /> � 2 METAL SCREWS TO EA STUD , LVL�7X� LVL7x22 � � � �'�� � � i � �� � PERMIT REVISION O1�11�19
<br /> � I� Ux22 LVUx22 LVUx22 LVU 22. � �LVUx9 �2 � �� � �
<br /> o ELEV HOIST BEAM SIZE IS W8x18 BASED ON A 7500LB DESIGN �' ;' -i' ° = o � _ _ __ ____ _ �
<br /> i , LOAD. HOIST BEAM & LOADING NEEDS TO BE CONFIRMED PRIOR � o o LSTI 4 T P AT EA JOIST � LSTI 49 STRA �
<br /> N ', TO CONSTRUCTION W/ FINALIZED ELEV SHOP DRAWINGS, BOT OF ` ��o • J AT EA JOIST�1 � i �
<br /> � » � � .- i _ o c� � , 20" RED-L � 18"OC � o
<br /> HOIST BEAM TO BE AT EL 25'-5 VERIFY W/ ELEV SUPPLIER � _ _ ____ ___ N
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<br /> �I LSTI 49 STRAP `� � � , � LTTI31 STRA �TO ,C�'� H JOIST W� � �
<br /> i � ' / !' � � 5�g" THRD �OD:�GV��5" EMBED & x � �
<br /> CS14 STRAP x 32' LONG � 24"OC � ; ' i `- � �ADHESIVE T �COf� ' ALL ��
<br /> ���� 2 �� � ----- LVUx22 VC x 2 �
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<br /> � W� 5�8�� THRD ROD W� � 2�S4.0'��-'�-- �p � '� �i � � o � �i
<br /> � Sheet Title: STRUCTURAL
<br /> �, 1 ���- 5' EMBED & ADHESIVE � ��-__ -- -- - �
<br /> - -- - --� �-- = ' 2�S4.0 � i :� � �
<br /> 4x8 PT LEDGER W/ /4"0 THRD ROD -�� - - -�i � - �� �
<br /> TO CONC WALL � __ __ __ 3 � 1
<br /> J 14" RED-L c�n � 8"OC W/ 4" EMBED & ADHESIVE, TYP I � \��� MEZZANINE FRAMING PLAN
<br /> � 16"OC M / �, ' �
<br /> LTTI31 STR,4P TO EACH JOIST W/ � �
<br /> I 16 -6 12 -0 5/g THRD ROD W/ 5 EMBED & ! D�e: 10/19/18
<br /> � ' " 12'-0" 32'-0" �2�_p�° ADHESIVE TO CONC WALL
<br /> r-_--__� 404'-0 —��-_--� 12'-0" 16'-6" Design: �S
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<br /> � ��� �- Pro ject No: 18011-0162
<br /> � STRUCTURAL MEZZANINE FRAMING PLAN ������ �
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<br /> SCALE: �/,g"=�'-o" ` / Approved: GG
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<br /> COPYRIGHT CRAFT ARCHITECTS 20�8
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