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1 2 3 4 5 6 <br /> I ' <br /> ; , ; <br /> � <br /> � <br /> ; r • <br /> ; . . . � <br /> _ <br /> , <br /> . - . - . <br /> • . . .. � • , <br /> s <br /> E E <br /> k • � . <br /> i <br /> ; <br /> i <br /> , <br /> ;� � ' 1 1 1 ' 1 <br /> �' 728 134th Street SW� Suite 200 <br /> Everett, Washington 98204 <br /> ' Ph: 425 741-3800 <br /> www.reidmiddleton.com <br /> � <br /> � oCopyright 2019 Reid Middleton, In�. <br /> , � <br /> i <br /> ------- ---�---- <br /> ( <br /> � <br /> . . <br /> � <br /> i <br /> �����_�,. ���.���������� a �1��:.1.� ��, <br /> �, �� ��� ��� � ,� ��� ���.� ��o WAs� o <br /> � <br /> �w I,� - <br /> "_ �� �Q, � ��� c � <br /> _ <br /> ,. ��� ��.: �� N <br /> � _ .���� ��, -4 r� 'Z, <br /> ,, <br /> .� <br /> � ,�. <br /> �' � ' - � ��� � �, €,. ..,.r � �� 37, �� � <br /> �. <br /> � � _ � �� �� 3� ����,��� <br /> � �; �^ a` -: ' �" d. 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Copyright 2019 Dykeman, Inc. <br /> -K• , �; 2. The ArchitecYs Instrument of Professional Service. <br /> ;��,�. <br /> i , ��t�����,�� ��e����:�i�r� � x _, . �r w ~•� "`T 3. For use on this project only. Obtain Architect's <br /> _ , � � -.w <br /> , ����.�� ����, ;������ ���� _ written permission for any other use or reproduction. <br /> , . . � � : , a„� m <br /> ����'�•���s� `���� �� �l�r�c���� �:�� ,.. � .._a. �� <br /> �, ��� ����i;r�� a�� ��;�w���� ��c-t[� �rt��t�r��. <br /> � <br /> I <br /> � 2019-015 <br /> � � ; EXISTING FLORETYLE CONSTRUCTION • <br /> � <br /> � I NTS MARK DATE DESCRIPTION <br /> i <br /> � <br /> � <br /> j "�',4` � �p,A'`,="� C`�' �J4�I' � <br /> i ! <br /> i <br /> i <br /> I <br /> i ' <br /> � , ' <br /> I j <br /> . � <br /> �, 'y;.. �. *' � � � <br /> I <br /> _ <br /> �� � � � i <br /> a.,e�s�r�:��,. �-- . . . _ .. . <br /> . . � r+n�s��n�i��m _.. . .. .. � _.. ..�.. � . �i. <br /> I �+�.�wr . .. _ . . . . ... . 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F ~ �+ � � -`� LL � M �� � � s � �,� .� <br /> ��� . , ., . . � . . ��_ , � ` �� � � ` � DRAWNBY: � RLC <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 ; <br /> - i <br /> 30 � <br /> — S0.10 ' <br /> � <br /> ; EXISTING CONCRETE JOIST REINFORCING (KAHN BAR W/ TRUSCON FLORETYLE FORMS) <br /> � <br /> _ _-�-�- __ __.�. <br /> , <br /> _ � <br /> � NTS <br /> , _ - � � �. <br /> - ; a _ � - il R � � - — -- ----- - <br /> ,, , . , , , _ , � _ <br /> � ; <br /> �,, � . , <br /> �` � ° � � .�� , � ' �: � � ���e_ ��,.,��, � � ��.' � � `s �� ` � <br /> ��:.�� �.,�,,�.��� � � � <br /> v , � �. y , <br /> , ________._______���_�.�._._e e i___._ <br /> , ., — -- — ---- — - — <br /> --, - --- -- - --- <br /> i i � _ <br /> E . � ', _ .�� <br /> ' , i' � � ,. <br /> �_�� _________ % i �, <br /> �� � <br /> �,�.—; z ��. <br /> �� <br /> u3 u3 u3 -� o _ <br /> , SEE NOTE 4, TYP o <br /> � <br /> � ANCH PER BIDDER-DESIGNED � <br /> w � . , <br /> � CEILING OR EQUIP DESIGN ,TYP Z <br /> 0 <br /> U <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 <br /> , <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. <br /> i <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. � � <br /> i <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" <br /> 1 2 3 4 5 6 <br />