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� (6) #6x10'—�n � �2" �C
<br /> OUTLINE OF EFFECIIVE HOOKED TOP REINF �
<br /> OPENING, TYP �. � / SCHEDULED REINF,
<br /> o � -� SCHEDULED SLAB STEEL -
<br /> � (HOOK T&B BARS AT OPENING) TYP ��T`��_� _ _ _ _ _
<br /> ;�, / \ _ �6,, - - - - - -4 � #4x4,_�„ BOT .� � �-�
<br /> , ,� _ � ��L � �, ��'
<br /> x 4 -0 „ �- (1) #5x7�_6�� T&B
<br /> ADD #4x � � 12 OC TOP / � � i (4) #4 BOT �� �
<br /> `_ � BARS ALL SIDES OF � � \ `�°`
<br /> �_ / \ ' �� �
<br /> ,� �- ADD REINF EQUAL TO ,
<br /> LARGE <d d <d d � o OPENINGS EXCEPT WHERE o ¢ �
<br /> ARG ¢v I � ADJACENT TO A WALL �, � , � � ' O R GR EA T ER T HAN �t f �
<br /> �� - � . , I HOOKED AT OPENING. • '� �
<br /> i �' �
<br /> NOTES: �' � 2 4x5'-0" DIAG � � PROVIDE HALF EACH �r�
<br /> 1. AT MULTIPLE SLAB PENETRATIONS, WHERE THE CLEAR DISTANCE BETWEEN � � U E#(3 5x8'-0" � 6" OC � SIDE OF OPENING, TYP TYP BACK-UP BARS � �`�' ��?r`?�c, � ��'°���
<br /> \ � � � �� � , �� ' � '� �r�.pPr(?vr-�
<br /> ADJACENT PENETRATIONS IS LESS THAN THE DIAMETER OF THE LARGER AT OPNGS GREATER THAN 4 -0 c� EXTEND 2 -0
<br /> PENETRATION, PROVIDE (1) #4 TOP AND BOTTOM TRIM BARS ALL AROUND THE \ SCHEDULED SLAB BEYOND CORNER �-' i
<br /> EFFECTIVE OPENING AND BETWEEN PENETRATIONS EXTEND TRIM BARS 1'-6" (2) #6 T&B, USE STEEL HOOK � INSIDE FACE OF
<br /> PAST �-IE EFFECTIVE OPENING EDGE. DIAGONAL BARS ARE NOT NECESSARY / (3) #7 T&B AT OPNGS AT OPENING, TYP (2) #5x4'-0" DIAGONALS � BEAM OR WALL
<br /> AT THESE CONDITIONS. GREATER THAN 4'-0" � „ AT MID-DEPTH, UNO SUPPORT
<br /> 2. IF THE EFFECTIVE OPENING LENGTH OR WIDTH IS GREATER THAN 1'-0" - �--- #4x3 -0 DIAG, ON PLAN —'
<br /> FOLLOW THE TRIM REQUIREMENTS PER 1NE "TYPICAL SLAB OPENINGS" DETAIL C/S4.41. 1" CLR TYP 2'-0" 1" CLR CNTR IN SLAB
<br /> 3. THE CLEAR DISTANCE BETWEEN ADJACENT PENETRATIONS SHALL NOT BE LESS � � �� MAX 3'-6n
<br /> THAN� THE GREATER OF 1/2x DIAMETER OF THE PENETRATION OR 2". � �� ' �� � �� NOTES:
<br /> 4. SEE PENETRATIONS AT TENDON ANCHORS FOR WHERE PENETRATIONS NEAR $-0 > LARGE OPENING > 2-O OPENING _< 2-Q 1. CORNER BARS ARE NOT REQUIRED WHERE ANGLE "o" > 135°.
<br /> TENDON ANCHORAGE.
<br /> NOTES: COORDINATE BOTTOM BAR LENGTHS TO SUIT.
<br /> 1. SEE PLAN FOR OPENING > 8'-0". 3. CONTRACTOR SHALL VERIFY ALL OPENINGS NOT SHOWN ON THE STRUCTURAL
<br /> 2. OMIT ADDED REINFORCEMENT NOTED ABOVE WHEN SPECIAL REINFORCEMENT DRAWING WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.
<br /> INDICATED ON PLANS OR DETAILS EXCEEDS THIS REINFORCEMENT. �
<br /> ��
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<br /> TYP SLAB PENETRATIONS NO SCALE A TYP SLAB OPENINGS , , �n=,�—o�� C TYP ADDED BARS AT RE—ENTRANT CORNER NO SCALE D TYP ADDED BARS AT CORNER NO SCALE E 4�
<br /> � .��
<br /> . _
<br /> TOP REINF PER PLAN �
<br /> (#4x7-6" � 24" OC MIN) U
<br /> T/SLAB Lbt
<br /> � „ i
<br /> , „ „ ADD #4 � 18 OC � � �
<br /> �, �.�
<br /> ADD x -0 � 12 W� (2) #5 CONT --- � �
<br /> � "�' U
<br /> LOCATE JOINT � TOP ALONG JOINT `--- ADD #4x4'-0" L� � '
<br /> � 1/3 OF SPAN U ADD #4x4'-0" � �g" p� � � Lb � � O
<br /> � -- I U ■ �
<br /> �, ? � j$ �� BOTTOM REINF PER PLAN � �� SLAB SOFFIT �' T =
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<br /> Z y � � > w �
<br /> a � MAT REINF PER PLAN � �
<br /> � � ti �
<br /> ' ' ' ' ' � � KINKED BAR TO MATCH SLAB BREAK � II Q o N o
<br /> � m � ` E SIZE & SPACING � o � �, � �
<br /> • • • • � � OF BOT REINF, TYP W � � � � � "�
<br /> � d: � �
<br /> ' � KINKED BAR TO MATCH ° � �, � � N �
<br /> SPLICE REINF �
<br /> CJ AS REQ'D —� 1 1/2"x3 1/2"x1'-0" LONG TOP REINF SIZE & SPACING
<br /> , y . � OF TOP REINF, TYP
<br /> BEUELED KEYS � 2 -0 OC v, o PER PLAN --� n n
<br /> Q � � (#4x7-6 � 24 OC MIN)
<br /> � m � T/SLAB Lbt Lbt __
<br /> 2,_�„ � � �
<br /> MAT REINF \
<br /> NOTES: PER PLAN CONT #5
<br /> LENGTH �
<br /> 1. CONTRACTOR SHALL SUBMIT PROPOSED CONSTRUCTION JOINT PER PLAN ADD �#4 � 18" OC �`
<br /> LAYOUT TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO 24
<br /> CONSTRUCTION. NOTES
<br /> 1. PT REINF NOT SHOWI�f SLAB SOFFIT
<br /> 2• SEE L/S4.61 FOR TYPICAL P/T SLAB CONSTRUCTION JOINT. �OTTOM REINF PER PLAN
<br /> Lb SLAB BREAK
<br /> NOTES:
<br /> 1. AT CONTRACTOR'S OPTION, CONT[NUOUS KINKED BARS MAY BE USED.
<br /> MATCH SIZE, LENGTH & SPACING OF REINF SHOWN ON PLANS.
<br /> 2. REVISE REINF LENGTHS AS NEEDED TO ACCOMMODATE SLAB SLOPES. � �
<br /> � °°
<br /> TYP CONSTRUCTION JOINT NON P NO SCALE F TYP SECTION AT SLAB STEP NO SCALE G TYP REINF AT SLAB BREAKS NO SCALE H J K W �
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<br /> STRINGERS, TREADS AND INTERMEDIATE FlRST POUR SECOND POUR � `�' �
<br /> LANDINGS DESIGNED AND BUILT BY CONTRACTOR
<br /> 3/8" BENT PL OR ANGLE x 0'-10� STAIR STRINGER SUBMIT SHOP DRAiMNGS STAMPED BY
<br /> , „ PROFESSIONAL ENGINEER OF WASHINGTON JOINT SEALANT
<br /> � 3 -0 OC (MIN OF 3 ANGLES
<br /> AT EA SHAFT) �-CONC SLAB, SIZE AND
<br /> �- L 3x3x1/4x0'-4" -� � /� �----- HSS COLUMN PER PLAN T/CHANNEL FLUSH WI1H T/SLAB —� a, REINF PER PLAN �oe DAs���'
<br /> / / W �,�
<br /> (2) 1/2"�x2'-0" �
<br /> „ „ 3/16� 6 �� SLAB/BEAM REINF PER PLAN AND / � / . • • • �
<br /> DBA � 6 GAGE 4 # � � j DETAILS
<br /> � �
<br /> 3/16 6 ��4 ,,�� P/T OR CONC SLAB, � � ,/ ,.�-'� � Lb '�� �,s�ci'������,�
<br /> CONC SLAB �/4 � /, REINF NOT SHOYVN � � /,
<br /> • �ONAL �
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<br /> � I I
<br /> 06— 1-1
<br /> � i
<br /> � � . � FIN FLR �_ � KEYED JOINT �' 3" MAX PROVIDE WATERSTOP IF Revisions
<br /> � TOP OF CONCRETE WILL BE
<br /> � \ TYP EXPOSED TO WEATHER
<br /> � 3/8'� BENT PL OR ANGLE x � � ��
<br /> (2) #4 ADDED WIDTH OF SHAFT ;� �� \ 05/22P pRMIT REVIEW
<br /> � t
<br /> � „ c� � PERMIT SUBMITTAL
<br /> #AS REQUIRED BY EMBED PL 3/8x6x0-6 � NO S: 06/19/2013
<br /> W 4 1 2"�x6" HEADED � - (4)#5x4'-6" � 12" OC PT SLAB OR CONC (4)�.`ix4'-6" � 12" OC C8x13.75 � 8" SLAB OR
<br /> � ELEVATOR SUPPUER � � � � PER PLAN 1. CONTRACTOR SHALL SUBMIT PROPOSED CONSTRUCTION JOINT LAYOUT
<br /> STUDS � 4" OC -' EW CENTERED IN SLAB J EW, CENTERED IN C10x15.3 � 10" SLAB W/ PERMIT REPONSE
<br /> SLAB, CENTERED UNDER (2) ROWS 1/2"�x6" STUDS T�0 STRUCTURAL ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 09/11/2013
<br /> COLUMN � 18" OC �� 2. SEE L/S4.61 FOR TYPICAL P/T SLAB CONSTRUCTION JOINT.
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<br /> � TYP ELEVATOR SILL AT CONCRETE SIAB NO SCALE L TYP STEEL STAIR BASE CONNECTION NO SCALE M TYP REINFORCING AT COLUMN BASE NO SCALE N TYP STEEL STRINGER EMBED NO SCALE P TYP CONSTRUCTION JOINT �NON P/� NO SCALE Q
<br /> �
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<br /> �
<br /> �
<br /> �.
<br /> � PAGODA ViLLAGE
<br /> � EVERETT
<br /> �
<br /> N T&B W� �n ` � PL 1/4x2 1/2 �� ADD #4 x 4'-0" GRAND & WALL STREET
<br /> N RET ON LONG, 3 6� T&B TYP EVERETT, WA
<br /> SIDE (TYP) CONC COLUMN
<br /> � HSS TO PL & z EDGE OF SLAB REINF NOT SHOWN
<br /> _
<br /> � PL TO EMBED � 3 16 � �
<br /> � TYP � � �� � PENETRATION
<br /> 3/16
<br /> o L 3x2 1/2x1/4 T&B W/ 1" � � w *
<br /> RET ON LONG �----r-r -� c�
<br /> TYPICAL SLAB
<br /> �` - - �- #4 x � � DETAILS
<br /> - � 3/16V y
<br /> � SIDE (1YP)
<br /> � ��2n
<br /> � '� 8" OD MAX T&B TYP 12 MIN
<br /> �
<br /> � - .
<br /> �' � z F I
<br /> � �t- ` ¢ � ` ¢ � �
<br /> � _ _ � � � � �. � ADD #4 x 4'-0„ � n
<br /> �� — PL 3/8x8"x1'-0" I I 2 1/2" 2 1/2„ � T&B TYP � N � �
<br /> 0 o W� �4) 3�4n��6�� � � �
<br /> �
<br /> o � HEADED STUDS - CONC COLUMN �
<br /> � � � DETAIL AT DETAIL AT REINF NOT SHOWN � �2" MIN � , � _ _�
<br /> � �- BEAM-wNER� __J SLAB FACE SLAB CORNER
<br /> �
<br /> � � OCCURS 3n PENETRATION � �
<br /> � ¢ HSS 6x4x1/4 MAX SPAN 8'-6" N
<br /> � `` HSS 8x4x1/4 MAX SPAN 9'-6" 8" OD MAX - �
<br /> '� � Date: 06/21/2013
<br /> � X HSS 8x4x3/8 MAX SPAN 10'-6"
<br /> � m � � Job No: 1'i 3041
<br /> o x n
<br /> o �- � IVOTE: SLAB PER PLAN i V f
<br /> 1. DIVIDER BEAMS DESIGNED FOR MAXIMUM LATERAL DEFLECTION OF. �IOT :
<br /> � � 1/8" FOR MAXIMUM UNFACTORED SERVICE NORMAL SERVICE LOAD OF 1.8K STUDRAILS & SLAB �SLAB PER PLAN Drawing No.
<br /> `- � 1/4" FOR MAXIMUM UNFACTORED SERVICE SEISMIC SERVICE LOAD OF 3.5K REINF NOT SHOWN STUDRAILS & SLAB
<br /> a — REINF NOT SHOWN
<br /> o a-'
<br /> 4.41
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<br /> � � �
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<br /> � " TYP ELEVATOR DIVIDER BEAM CONNECTION NO SCALE R S TYP SLAB PENETRATION AT INTE�IOR COL T TYP SLA6 PENETRATION AT PERIMETER COL U v
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