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<br /> TOP REINFORCING ���"'
<br /> OR #5 AT 12�� o�. °� � :� DETAI L NOTES � d�yl PD
<br /> #4 NOSING BAR W I T H 90 D E G R E E #5 D O W E L Sx 1 2" � S L A B T O P _ ' C O N C R E T E W A L L
<br /> HOOK AT VERT. AT 12" OC. REINFORCING a
<br /> American Property Development,Inc.
<br /> JCTE P a. 110110th Avenue NE suite 550
<br /> Floor Framing Detail Notes: Be��e��e,wa seooa
<br /> SLAB TOP BENT BAR TO
<br /> �
<br /> REINFORCING - MATCH AND LAP 90 DEGREE STANDARD HOOK - 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> TOP REINFORCING - � � - ccoNsu�raNT'SLOGOANDADDRESS)
<br /> • :�. , . _., __, ,- <. . ,a Z BAR DOWELS TO MATCH TOP 2. Architectural backgrounds are shown for reference only. '
<br /> °:a = . SLAB REINFORCING OR PROVIDE:
<br /> WALL BEYOND . ' ' - ', m °; BENT BAR TO MATCH /� TOP REINFORCING • � ° ` � � a ° ' - 24„ The dimensions shown apply to structural elements only. _ .
<br /> AND LAP BOTTOM / - For dimensions not shown, see architect of record submittal. ' '' � � '� `'
<br /> #5x DOWELS AT 12 OC.
<br /> „
<br /> � � V a . - ,� .Q a� _" - .' �— 201 N. Ma ple Grove Ste. 100
<br /> i ` ._a -. „ � . e - SLAB REINFORCING
<br /> a , ° '" 24�� BOISE IDAHO 83704
<br /> - - . -a- �J �: ` - _ _°�,. a 3. Contractor shall field verify existing structural conditions. If any Phone(208) 342-7168
<br /> Q a 4 °a_�, .a : SLAB BOTTOM p Q WHERE TOP SLAB REINFORCING discrepancies are found, contractor shall contact the architect LE JOB# 154191.00
<br /> <. . a a a. .
<br /> a _ ° d-° . - : � _ � � . __ - -°' ° °"a � _ REINFORCING IS NOT SPECIFIED an s+rucyura e eer e or e ormi a }era}ion wor A��STR��T�RA�oETA� USEDONTHIS
<br /> - a - a .°,�-, -a a a a a_. a a� � a - d l t I b f � �l l �. PLAN ARE COPYRIGHT LC OF LOCHSA
<br /> • ` �a. � a a d n g i n e p �n g ENGWEERING OF IDAHO.THE RE-USE OF
<br /> Q ao „- ' � �a - ' e m n � a. - - " d_ 'e� 4a � 1 1/'Z�� SLAB TOP REINFORCING + q ACCE T�ABLEIWITHOUTWRITTEN ONOSENT
<br /> � a _ ° - � - 4. For structural steel typical details� See SheetS SS.Z� thrU SS.ZJ. OFLOCHSAENGINEERWGOFIDAHO.
<br /> EXTERIOR � a- . . e _ - � � �- : ° ..
<br /> � aa
<br /> �a a : a`
<br /> FINISH GARDE, J _ ea �, - d- °_ _ „ REINFORCING - - x o_ � . p°:: A a �,�a . - - _ 5. For structural concrete t ical details, see sheets S5.01
<br /> 24 � m : _ a, a CONCRETE WALL � ° � � , a . .a<. .,a � -,a . Yp M. H F
<br /> SEE CIVIL PLANS ; � < DEVELOPMENT - a4a _ . .e . ;a - �-.
<br /> thru S5.04. P �
<br /> Q-°°~ °a. .� #5x24" �SLAB LENGTH, TYP. _ _ �" ` < a° ` -:a � : �- a.-. �e P �� oF w Nc ti� ,
<br /> - � DOWELS AT 12" OC. . <_a . a a a � . �.Q' . TO
<br /> : ° ° -.`4 a:a _ 6. For structural wood typical details, see sheet S5.31. �
<br /> SOIL NAIL - - BOTTOM REINFORCING
<br /> ao a� � ,�y� �
<br /> WALL WHERE � 7. Concrete columns are called out on foundation or level of origin plans.
<br /> OCCURS -- J� CONCRETE WALL ,. SLAB BOTTOM
<br /> REINFORCING � REINFORCING cr�RAl EN�\� �
<br /> NOTE: DEVELOPMENT -a 8. For structural bearing wall construction, see plans. FFS ��
<br /> 1. Concrete wall reinforcing not shown for clarity LENGTH Coordinate location with plans and architectural. S�oN A� EN
<br /> 05-29-1
<br /> ROUGHEN, CLEAN AND ADD EXP.01107/202
<br /> CONCRETE SLAB AT EXTERIOR BONDINGAGENT AT SLAB g. For interior and exterior wall finishes, see architectural.
<br /> WALL INTERFACE
<br /> COPYRIGHT CO2005, ALL RIGHTS RESERVED
<br /> GRADE � BOTTOM OF SLAB TRANSITION 2 CONCRETE SLABS AT WALL 3 10. Coordinate all water proofing measures with architect.
<br /> SUBMITTAL/REVISIONS
<br /> 1" = 1'-0" 1 1/2" = 1'-0" 3/4" = 1'-0"
<br /> # DATE D I
<br /> 6
<br /> CONCRETE SLAB CONCRETE s�.o�
<br /> ` g 4 04120/1$ ADDENDA#4
<br /> SLAB, SEE CONCRETE SLAB
<br /> PLAN � S7.01 ` 5 05/29/18 ADDENDA#5
<br /> SLAB TOP � �
<br /> - °e ia • _a_ .� , �.
<br /> REINFORCING OR a. _ia_ � _ m _ a =a �. - ----------� 6 4 `
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<br /> 6� M `---- -�'�- �- -----' 2-#6 BARS, 8-TOTAL, FOR i i
<br /> #4 NOSING BAR AT -9 X z ' FULL LENGTH OF WALL � Q°' �
<br /> EACH RISER �� Q - "�' ,; °, , �-- ---� Y
<br /> � � � <
<br /> �.o��y N � ``' .� � #3 TIES AT 12" OC. a a
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<br /> SLAB TOP �' -� _ e a - . , _ �.. a
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<br /> REINFORCING � a aaa a � � � b- ° ..° 1 1/2" CLR. 1 1/2" CLR. DOWELS TO MATCH AND LAP �
<br /> _ ° . : . -
<br /> � CONCRETE WALL VERTICAL WALL REINFORCING DOWELS TO MATCH AND CONCRETE WALL
<br /> _ �°, a> ,� ; ALTERNATE DIRECTION OF HOOK LAP VERTICAL WALL
<br /> � - - � - TOP SLAB REINFORCING REINFORCING ALTERNATE -
<br /> 90 DEGREE „ � ; ��-. '- DIRECTION OF HOOK °" �_
<br /> a a - � � SLAB BOTTOM HOOKS, TYP. 1 CLR. - BENT BARS TO MATCH
<br /> � a � tlg � REINFORCING � ,g BENT BAR TO MATCH AND
<br /> � `�° ' AND LAP REINFORCING
<br /> � ` ` � ` ' a ° � � 90 DEGREE LAP TOP REWFORCING � '
<br /> 2- #6, 8-TOTAL, a- -
<br /> �, FOR FULL LENGTH - _ STANDARD HOOK _ _ �
<br /> � • ' : � ° . - ,- °�`�_ =. - � . _
<br /> 4 a _da
<br /> SLAB BOTTOM s6�� BENT REINFORCING - ° �- a° a a 4 - ,, _ d Q- ' -�< ° - � °,- -° - " _ -. : p ° �
<br /> �°- a ..
<br /> REINFORCING ��y BARS TO MATCH TOP SLAB �a . :- - 4 ° _ ' _ ° 9�� � _a,°�. . .° . °° ,. : �
<br /> a -
<br /> ,p�C� AND LAP SLAB _ a -� . -
<br /> 6• '4 4
<br /> � � REINFORCWG _ � .< _ - - a - � ° - a � _ ��Ja�. ;
<br /> -9 'J� REINFORCING SEE PLAN _ - a Ma - _ - - ° , e �- � a°� o . 4 = - - 4: • - a "- =4 - � a - -Q ea . - N
<br /> 2 ��(, '"d � � —J��° 4 , a a � �° e '�'_ - ' �, a -a " _ a ' '
<br /> CONCRETE SLAB "cn _ ° aa a _4. . _. _ - ,-aa.. � a _ . °a , ° : . e' - . _ _ -a-, e. `-,. : , tr .8. �: e% b - : M (n
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<br /> 90 DEGREE STANDARD - - ° - a � - � - - �
<br /> � � � � BOTTOM REINFORCING, � - - - b ,e � � ` •° � � �
<br /> HOOKS, TYP. � �`
<br /> i 4 SEE PLAN � z
<br /> ; ' "� O
<br /> BOTTOM SLAB 2�� � 3 1/2" � 2-ADDED #6 BARS TOP � ~
<br /> NOTE: REINFORCING � ' AND BOTTOM AT 4" OC. � z
<br /> 1. See architectural lans for stair � i �— SHORE SLAB UNTIL WALL � Q _ :
<br /> p COLUMN BEYOND � i FOR FULL LENGTH OF
<br /> , y , ABOVE HAS REACHED ('� � 2
<br /> FULL STRENGTH CONCRETE WALL AT CONCRETE WALL � Q
<br /> 4 N RETE WALL AT LAB 5 SLAB 6 � �
<br /> CONCRETE SLAB AT STAIR CO C S � �
<br /> 3/4" = 1'-0" 1" = 1'-0" 3/4" = 1'-0" J Q W
<br /> TYPICAL WALL � � � .
<br /> WINDOW WALL AND REINFORCING CONCRETE WALL ~
<br /> WALL BEYOND �� � W
<br /> CW6 CONCRETE WALL, DOWELS TO MATCH O HERS ENT BY � 24 � -.: � .. w �
<br /> FOR CONCRETE WALL EXTERIOR SLAB, SEE CONCRETE SLAB, AND LAP VERT. WALL °. o W
<br /> SCHEDULE, SEE ' 2 � CtVIL PLANS � � REINFORCING #5x24��SLAB DOWELS � a� _ DOWELS TO MATCH �
<br /> i � CW12A CONCRETE A T 1 2 O C. E X C E P T A T
<br /> � a "a � a. A N D L A P V E R T I C A L
<br /> sa..o2 ' . _ � i � .a a WALL, FOR 3RD FLOOR SPACE
<br /> 90 DEGREE � � CONCRETE WALL „ ' a °. WALL REINFORCING
<br /> °" d- - � . �` � °� SCHEDULE, SEE z D O W E L S A T 9 O C.
<br /> -----
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<br /> STANDARD HOOK Q' ' � w • ' ,� . ° > ° ` = s4.o2 ' S A T P
<br /> W BENT BARS TO MATCH AND a - ° . _.a - � d° � � O C E L - REINFORCING ° °a (f�
<br /> , ° . - ._ ,. q EXTERIOR GRADE, - . _ - a . .
<br /> DOWELS TO MATCH VERT. a a r'' � LAP TOP REINFORCING _ - °� Q °:��,`� °a �a` : n , -a�a a, ,. .�,a SEE CIVIL PLANS — - Q �� _ -. a , ; J
<br /> WALL REINFORCING. ° 90 DEGREE STANDARD HOOK ° � � - - � -° . H � tr - ° - °.e a� � � � = ° � W 24 � a . —
<br /> ° ` w � #5x24"�SLAB DOWELS AT w d. °. Q
<br /> ALTERNATE DIRECTION �° - °-. a .. _, ; � _ , - ,°. ,- a __ aa .a _ ' ` -� u� „ -�-�-•- ,
<br /> OF HOOK a ° ° _ � < -. ` . � 12 OC. EXCEPT AT 3RD ° - _
<br /> ' ' ' aa a° . ' d 3., CLR. - - a ��- °-` .a a ' a.d ' '� FLOOR SPACE DOWELS AT w� a� ° ° , cn �
<br /> a"� a.a ° z W
<br /> z �g _ °° ° - -a #5BARSAT8" OC. . e 'g -_ a° °- � _ . -: -e . . _�- ---- -- � ._a_ � - ,� w
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<br /> aa
<br /> � ea .. , a a. , HOOK AT ENDS =a a "Q 8Q d a e � .- � a , .d - -_--- ' a d� a- 4 a _ ea . SLAB BOTTOM _ � W
<br /> . a�. _ _ _. . � . < Q . a _ - - , ° , .. . - �a - : � - - �Q - - - REINFORCING o I'_
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<br /> , °_a . : < . .d _ . � _ - , _ � CONCRETE SLAB �
<br /> < -. - a. � �° a . a _ ° `n � a' SOIL NAIL WALL - - �--
<br /> , " � .� 9.. a � -..� -� � - ; - BY OTHERS d � �Q � U
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<br /> � d a" ' a d' ' � - : a" ' • , 6 _ . . .
<br /> m : 8, :� _ _ -, � , _ g_ Q . -8;a ; 90 DEGREE - 24" °. EQ � z
<br /> � : _ � � �- - � ° : -- a �
<br /> o P , _ n < _ a e ° _ STANDARD HOOK - - - - "� OWELS -
<br /> � a . . a a ° _ :d . , a a a .a - #5x24 D -
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<br /> - aa. ° a _ _ . _. a �. - . a .. EQ
<br /> o ��. , _ ..a � .°tl. = °.. , °�.a da°p _ : AT 16 OC. 4 TYPICAL WALL a � U
<br /> � - - - SOIL NAIL WALL BY a ` ` � : � � � REINFORCING -;_ � �
<br /> � OTHERS WHERE ` tr a, o ~
<br /> � °_� a,; _ _ , . _ �� ,.
<br /> � 2-#6 BARS AT 4" OC. OCCURS a° - - -.. ` � o w
<br /> � � �
<br /> w ADDED FOR LENGTH CONCRETE WALL - =a ` a "°_
<br /> o ' . ° ` ,
<br /> °' REINFORCING OF CONCRETE WA�L � "- . m NOTES: ���BY AC
<br /> � NOTE:
<br /> - DEVELOPMENT 1. Post-tensioning were required not shown for clarity. sHEET NUMBER
<br /> F LENGTH 1. Concrete wall reinforcing not shown for clarity
<br /> �
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<br /> �� N RETE WALL AT SLAB 7 CONCRETE SLAB AT EXTERIOR WALL $ CONCRETE SLAB AT EXTERIOR WALL g CONCRETE SLAB AT WALL � � 7 . Z 5
<br /> � � CO C
<br /> �N 3/4" = 1'-0" 3/4" = 1'-0,� �„ = 1'-0" ��� = 1'-0.,
<br /> U �n
<br /> FULL SIZE=24x36
<br /> HALF SIZE=12x18
<br />
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