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<br /> ��PYRK��T NOTICE
<br /> THIS DOCUMENT AND THE INFORMATION HEREIN
<br /> m RELATING TO THE PROJECT ARE AN INSTRUMENT
<br /> o, OF SERVICE AND THE COPYRIGHTED PROPERIY OF
<br /> N LL, BOTESCH, NASH AND HALL ARCHITECTS, P.S. NO
<br /> ,�°1,� PART HEREOF SHALL BE COPIED, DUPLICATED,
<br /> N� DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO
<br /> �� OTHERS OR USED TO ANY EXTENT WHATSOEVER,
<br /> � y EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING
<br /> �'o BY BOTESCH, NASH AND HALL ARCHITECTS, P.S.
<br /> #4 � 18"OC EW CTRD "_
<br /> oW
<br /> � �
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<br /> GRADE 60 REINFORCING 12�� o= w
<br /> MISCELLANEOUS TOP BARS HOOKED #4x �5 � 18"OC L Y ~
<br /> » mo Q
<br /> BAR ~a �
<br /> BARS (see note#5) BARS W/ 2�/2" EMBED AND ADHESIVE �E�
<br /> SIZE
<br /> Ld Splice Ld Splice Ldh PER PLAN �
<br /> f'c = 3 o o opsi N E W C O N C P A D P E R P L A N NEW INF W H E REA R E Q D GRADE i ��
<br /> DO NOT OVERCUT
<br /> #3 17 22 22 28 9 #4 C� 16"OC � ��
<br /> #4 22 29 29 38 11 CON� SLAB PERI PLAN I --- �c
<br /> 1'-0" (E) SOG -�---- _�
<br /> #5 28 36 36 47 14 ° ' ° , � � �p � ° = I
<br /> 0
<br /> T/SLAB a a a � �` V� z
<br /> #6 33 43 43 56 17 a a ^> o
<br /> PER PLAN � a °' � ° ° _ ° Z
<br /> • ° • m
<br /> . a -�Od c , a _U a _ � _ . -e y a Q �
<br /> ° — _I�I_I I��-�=-�--- — _ - - - - -1 I I—'--1 I I a o z N �
<br /> 4„ —�� CORE DRILL 2"� HOLE = m �
<br /> �' �'� I_ ' _ . A T E A C O R N E R
<br /> I.. IIIY I11-1II— III—Ii �:- � �"- - � � �j�—� � �—� � � o
<br /> NOTES: �6
<br /> „ I I— —) I I— PRIOR TO SAWCUT ;.> � w
<br /> 1. ALL TABULATED VALUES ARE IN INCHES. #4 DOWEL x �� 18"OC � 44 MBED & ADHESIVE SAWCUT �, W �
<br /> U
<br /> O m j
<br /> W/ 2 /Z EMBED & 3 � �= I
<br /> 2. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR ADHESIVE, TYP PERIMETER TYP � °� i
<br /> COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR OF EQUIPMENT PAD '�
<br /> COVER > db. NEW OPNG (E) CMU WALL � � _ �
<br /> W �o
<br /> �;
<br /> 3. Ldh = DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK. � ��
<br /> y O
<br /> 4. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON � �° �
<br /> DOCUMENTS AS "TOP BAR". � � �
<br /> � m` �
<br /> NOTE: LL ��
<br /> TYPICAL LAP SPLICE AND ANCHOR EQUIPMENT TO CONCREfE PADS PER SUPPLIERS RECOMMENDATIONS.
<br /> _ o �
<br /> DEVELOPMENT LENGTH SCHEDULE n CONCRETE PAD ON SLAB ON GRADE DETAIL 4 TYPICAL SAWCUT IN EXISTING CMU WALL 5 s °' N
<br /> 01400 SCALE: NONE L 03205M SCALE: 3/4"=1'-0" � SCALE: 3/4"=1'-0" 03405M SCALE: 3"=1'-0" � N
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<br /> 3�16 2 (E) METAL DECK o �
<br /> (E) METAL DECK HILTI X-U IN EA VALLEY � N �
<br /> � �
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<br /> NEW ANGLE PER PLAN
<br /> �
<br /> NEW ANGLE PER PLAN Z
<br /> ANGLE PER PLAN, �
<br /> CUT VERT LEG OF
<br /> ANGLE AT (E) BEAM 3�16 �
<br /> (E) BEAM �
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<br /> SECTION 6 SECTION 7 �
<br /> SCALE: 1�/2"=1'-0" SCALE: 1�/2"=1'-0" �
<br /> ii
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<br /> �/4 ��4 �
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<br /> SECTION B SECTION D �
<br /> SCALE:1"=1'-0" SCALE:1"=1'-0" V�
<br /> HSS6x4x�/4 BELOW �
<br /> (E) STEEL BEAM �
<br /> �
<br /> ��4 2 E CMU WALL �
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<br /> T/WALL �P 3/16 ��4 2 (E) WF BEAM Q
<br /> �3x3x� 4 x 0'-4"
<br /> Z W� 5 g"� THRD ROD W/
<br /> � 1' " '- (E) RETURN WALL 5 EMBED & ADHESIVE �
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<br /> I I ^ � � � � � � � � 5�
<br /> ' ' � �5x3x� 4 x o'-4" + _ 818 Stewart Street, Suite 1000
<br /> _ i 7x9'8 i 1' 0° E E 1' 0" yy "
<br /> f 5 $ � THRD ROD W/ n � `� Seattle, Washington 98101
<br /> i i � g (E) NON-BRG CMU WALL (E) NON-BRG CMU WALL 5 EMBED & ADHESIVE _ � � g�
<br /> 5 1 P: 206 332-1900 www.dci-en ineers.com
<br /> � II II i � + � + CIVIL / STRUCTIJRAL
<br /> Z r( � � r———— ——————— ——————— ———� �Copyright 08/2016 D'Amato Conversana Inc. All Rights Reserved
<br /> � � P � I I / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / This document,and the ideas and designs may not be reused,in whole or
<br /> � v I I _ „ � � / / / / � � / � / / � � / // / / � / � / / / � � / / � � / � /� � in part,without written permission from D'Amato Conversano Inc.
<br /> � � � ^I � D�Amato Conversano Inc.disclai s any responsibility for its urmuthorized use.
<br /> � i i i 7x9.8 I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 5
<br /> a I I - � � iiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiii
<br /> c� TYP LEG REMOVED AT ENDS W/
<br /> w i i c6x6x
<br /> i I i � � � � � � �� � � 16 W HORIZ
<br /> i CTION � � � � � �� � � (3) 5/g � THRD ROD W/
<br /> � � � C7X9.8 � � � � � � �� � �
<br /> - _ �3) EA SIDE & TOP � � + 5" EMBED & ADHESIVE �.���� ���.�
<br /> � i � � � � � � � � �
<br /> /g"0 ANCHOR W/ HILTI HIT-HY70 i i � � � � � � � � � � �
<br /> � � � ADHESIVE W/ 5" EMBED � � w , , , , ,, , , , ,�~ r��
<br /> i ____ � �- INTO SOLID GROUTED CMU. = i i � � � � �� �� � � �
<br /> ENLARGE OPNG
<br /> --- ----- (CONTACT EOR IF UNGROUTED CELL) c� �P 'N �
<br /> i I iiiiiiii W � �` �t m � �
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<br /> NG � � � � �� �� � „ � �;��
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<br /> W H E i i �� � � � � ���
<br /> i i �� � � � � ���
<br /> -0 M � � 3 EA SIDE & TOP (E OPNG � � � � � � � ��
<br /> I I „ iiiiiiiii
<br /> i i g � ANCHOR W/ HILTI HIT-HY70 ,, , , , , ,,,
<br /> i SECTION ADHESIVE W/ 5" EMBED SECTION B � �� � � � � � �
<br /> � � INTO SOLID GROUTED CMU. � � � � � � SECTION D JOB. N0.
<br /> - i � - � � � � � � � � �
<br /> �
<br /> - (CONTACT EOR IF UNGROUTED CELL) � � � � � � � � � + ��'J �QO�'O2S�
<br /> i i � � � � � � � � �
<br /> USE THRD ROD W/ NUT OR CARRIAGE BOLT
<br /> I I / // / / / / / / DATE
<br /> I I
<br /> iiiiiiiii
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<br /> . . '�a:, . . . _^ � �'• ' i � � ' ' . �t . .. '��� ' �� .. . . . �a:+ . . . • - �e.' . � � . . 't .. '�� ' �4 �� � / // / / / / //
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<br /> ,. .... • � r ... .-_-. ... y '� , � . i .. '�� . •:a' i �, . �r .. '�� , DRAWN BY
<br /> . . . � _ . . tr! ...°'. .�' . . •aa .. � � . ' �d .y� . ' a. •,,°, . . . . 4a SECTION A i i i i i i i i i SECTION C
<br /> . , ... .. .. , . . ; .
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<br /> . � � . ..} ..�� °,. ...n�� � . . . .. . ."•. ' ' '.a ' ..�•. � ...� ..'�� � �.e�� �.'a' '.''..A .
<br /> ,.. . : . .�. . � . ",. : . '� '
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<br /> / / / / / /
<br /> _ // / / / / / / / J/ �
<br /> (E) �G . a e .. ��� , .: �;: �_ � � <; � a: . • ` � .._ . . ,^� ° CHECKED BY
<br /> WIDTH PER PLAN . : , � � , ' .
<br /> a . �.a ' � � e �• •
<br /> (E) FTG (5'-6" MAX) (E) �� ' . ..a � '. -. ' ... a. e:, ,.. .. ' '" .f•_ r` :. q;
<br /> d e �
<br /> . . : ♦�� } .�.� 'r� . . . . ','e' � . . , . ''a .eS
<br /> �.a` •6.
<br /> CHANNEL PER EL CHANNEL PER EL
<br /> BEVEL EDGE OF (E) CMU BEVEL EDGE OF (E) CMU 8" 6�_�„ 2'_�n
<br /> VERIFY SHEET TITLE
<br /> FOR TIGHT FIT FOR TIGHT FIT y^ y�
<br /> E) CMU WALL E) CMU WALL 1Y" 1Y2� �Y„ �YH STRUCTURAL
<br /> � DETAILS
<br /> � �
<br /> ANCHOR MAY BE CARRIAGE BOLT ANCHOR MAY BE CARRIAGE BOLT
<br /> HEAD AS SHOWN OR USE HEAD AS SHOWN OR USE SECTION A SECTION C
<br /> THRD ROD & NUT THRD ROD & NUT SCALE:1"=1'-0" SCALE:1"=1'-0"
<br /> NOTES: NOTES: NOTES: SHE� Na.
<br /> SECTION SECTION
<br /> 1. CUT OUT CORNERS PER 5/S3.0. 1. CUT OUT CORNERS PER 5/S3.0. 1. CUT OUT CORNERS PER 5/S3.0.
<br /> 2. EXPOSED STEEL FRAMING IS TO BE PAINTED. SCALE:1"=1'-0" 2. EXPOSED STEEL FRAMING IS TO BE PAINTED. SCALE:1"=1'-0" 2. EXPOSED STEEL FRAMING IS TO BE PAINTED.
<br /> ELEVATI N S 3 . O
<br /> ELEVATION � 16 ELEVATION 18 0 20
<br /> SCALE: �/Z =1 -0 SCALE: �/2"=1'-0" SCALE: �/2"=1'-0"
<br />
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