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<br /> �' 728 134th Street SW� Suite 200
<br /> Everett, Washington 98204
<br /> ' Ph: 425 741-3800
<br /> www.reidmiddleton.com
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<br /> � oCopyright 2019 Reid Middleton, In�.
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<br /> This drawing is:
<br /> � 1. Copyright 2019 Dykeman, Inc.
<br /> -K• , �; 2. The ArchitecYs Instrument of Professional Service.
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<br /> i , ��t�����,�� ��e����:�i�r� � x _, . �r w ~•� "`T 3. For use on this project only. Obtain Architect's
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<br /> � 2019-015
<br /> � � ; EXISTING FLORETYLE CONSTRUCTION •
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<br /> � I NTS MARK DATE DESCRIPTION
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<br /> .7 C�'��G��`�1 ��`"�'C�'�1�� '����'.� �'�."��C�� PRINCIPAL IN CHARGE:� PNC
<br /> . PROJECT MANAGER: � PNC
<br /> � ' HATCHED AREA INDICATES THE ALLOWABLE CONNECTION ZONE � ����� .�����rt� ` � �' �„ ,'Y �"` �` ` ,� �`- � � BY
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<br /> PER 30/S0.10, CONTRACTOR SHALL SCAN EXISTING CONCRETE �����N�� �m� � r - -- - �---� - �---��-� �. �, .
<br /> JOISTTO LOCATE EXISTING REINFORCING PRIORTO DRILLING i �,,�,��, ,�,,� ���� ��y ��p�� ,���, ����� ������������ : - •
<br /> CEILING ANCHORS, SEE 30/S0.10 FOR REQUIREMENTS ;
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<br /> ; EXISTING CONCRETE JOIST REINFORCING (KAHN BAR W/ TRUSCON FLORETYLE FORMS)
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<br /> � ANCH PER BIDDER-DESIGNED �
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<br /> I NOTES: (E) REINF, TYP N
<br /> A 1. DO NOT DAMAGE EXISTING REINFORCING ANCHORS SHALL BE 4" MINIMUM CLEAR OF REINFORCING. SCAN EXISTING CONCRETE JOISTS TO LOCATE M I SC E LLAN E O U S A
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<br /> EXISTING REINFORCING. SEE 18/S0.10 AND 241S0.10 FOR ANTICIPATED FLOOR JOIST CONSTRUCTION BASED ON THE SITE OBSERVATION AND ARCHIVE S U P PO RT D ETAI LS
<br /> ; ELEVATION OF EXISTING CONCRETE JOISTS (a� 2�-3�� OC RESEARCH FOR BUILDINGS OF THIS VINTAGE AND CONSTRUCTION TYPE.
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<br /> � 2. DRILLING METHOD SHALL NOT INCLUDE HAMMER DRILLING. STANDARD DRILLING, CORE DRILLING, OR OTHER NON-IMPACT METHOD SHALL BE USED.
<br /> � 3. ANCHOR SHALL OCCUR IN CONNECTION ZONE INDICATED ONLY. SEE 28/S0.10 FOR CONNECTION ZONE ALONG EXISTING JOIST SPAN. � �
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<br /> � 4. NEW FASTENINGS TO THE UNDERSIDE OF THE EXISTING SLAB FOR CEILING, LIGHTING, AND DISTRIBUTED SYSTEMS SUPPORT SHALL BE PRE-DRILLED
<br /> ; SCREW FASTENERS 1/4" DIAMETER OR LESS AND EMBEDEDDED 1 1/2" MAX. POWDER ACTUATED FASTENERS AND GAS ACTUATED FASTENERS ARE NOT
<br /> � ALLOWED. , ,
<br /> ANCHOR ZONE FOR TRUSCON CONCRETE ROOF JOISTS TYPICAL CEILING AND PIPING CONNECTION DETAIL
<br /> ; NTS 3/4" = 1'-0"
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