|
BENT DOWELS TO MATCH AND REINFORCINGS �y�„
<br /> LAP TOP REINFORCING - DE LENG HENT D ETAI L N OTES �y�,
<br /> PD
<br /> SLAB TOP REINFORCING — EXTERIOR WALL
<br /> American Property Development,Inc.
<br /> 90 DEGREES Floor Framing Detail Notes: "o'eee�Uenwaseooae55o
<br /> 90 DEGREE STANDARD HOOK SLOPE AS REQUIRED, ,
<br /> STANDARD HOOK SEE ARCH.
<br /> BENT DOWELS TO MATCH AND 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> LAP BOTTOM REINFORCING
<br /> (CON ULTANT' L AND ADDRE S)
<br /> ' FINISH 2. Architectural backgrounds are shown for reference only. �����
<br /> � FLOOR � `' ' ° °4 _ : ` - - - - - - - :a - - a..°- : -. ` �' °- The dimensions shown apply to structural elements only.
<br /> �/� ° =6 - ° - , For dimensions not shown, see architect of record submittaL e r `=' ' '� e `� � ' ;' �
<br /> V J . . ; ' ° - d' " ' g , � �- - .' ' • 4 • .,o- . G a _ ° ' a . - " a _ - d . ' e _ .. . � - ,- �' e � � .
<br /> � _ Q < , - ° - • :- ° e � -. ,, a - °G- ` _� _ - 201 N. Maple Grove Ste. 100
<br /> x`. .° P�Q .a Y �� �� 'a° a_
<br /> Z ' 'P� . .�a"."• ° a -d' , ' - a, o ', d'-� _. ' _
<br /> °° ° • a a , � n BOISE IDAHO 83704
<br /> c� z z w ¢ �°; _a _ aa` _ .� - - a � - - -, ., .- � a d d _ - - , °' p - -, ' ,Q,a - � d� _ - -� ; � e ' ' ° °� �-- �a . a_o. 3. Contractor shall field verify existing structural conditions. If any _
<br /> '� � Phone(208) 342 7168
<br /> � Y '� � J � _ � a_ ° � _ ` - ° � � : - � � - , � -`° ° ° , ` _ �°` � 4 - - - discre ancies are found contractor shalt contact the architect L B# 1 41 �.
<br /> J � _ _ . _ a-. a � _ a� _ _ . . , <. -a< F a.: j ff _ �' _ _ _ p
<br /> � ,. ��, . �.a _ � .
<br /> w U <, . ; . a _. 8;; ,a �•'° - . - ` �, - - _ <. -. - . < -. - . . , ..a ° a,,9._ - - - -
<br /> — � - - . � _ . °.a � ` - .. _ _ - a . a . _ _ . � E JO 5 9 00
<br /> Z _ _ < e - a . ; _a- _ - _ _ _ ,, a q - , a a . _ - ry ALL STRUCTURAL DETAI USED ON THIS
<br /> � and structural en ineer before erformin alteration work.
<br /> a� n a g p y PLAN ARE COPYRIGHT C OF LOCHSA
<br /> _ ' (� - - � ' � .- '- . � ' � , o - - -. �8 . - " = , - - a ' , � 4` ' :. _ �a � . " � •, ° °. - . - a ' . - - ,_°a. _ _ -.e" ' <. . �d z I �H
<br /> Y � � m , _ e'a _, a - -a. < '° " "aoa : �- � ` � _ - a , • ' - o- '" a- ' a a W Q ENGWEERING OF DAHO E RE-USE OF
<br /> U ~ W _ a - " - 4 , - ,e o ,' � - - - . � ' ° � � - - - ' d° . , a - - - e°; . o-.:. ` - _-a a,_ . - _ . .. W ANY DETAILS AND CONCEPTS IS NOT
<br /> m n- -' ° , a . �d - a a - ,. a" ; ° 4 a a - � a a , • ,a, :, d a' - �q °� -. . g - (I� J ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> _ _ - - a �- _ _ - _ a � a _ . . . ae." �g: ;- a a ., : a 4. For structural steel typical details, see sheets S5.21 thru S5.23.
<br /> a e a
<br /> Q ° • a° � a , ..' � _ a a a a - . , - � OF LOCHSA ENGINEERING OF IDAHO. �r
<br /> � J 4. ' � a d, ' � . - �; . , aa -," e a . � - . a Q .. ' . . . , 'd a • ' •_ - : , ' " ., � ' �_ " . • ` , ' ' � ��_ - • . � 0 8- ,a - "d,
<br /> a - d
<br /> WVJ " -a , .' � . ' " de. . - - . G, , d - '" _ . . , . e .. .'4da." ' . - - . , ' a ' d a _ e "e , " . '• � . .�; - � - a . - ^
<br /> ° - � " °�-° 5. For structural concrete typical details, see sheets S5.01
<br /> Q ' , , e.�. . ' - .- - _d - -ad; . 6'O . - -,_ , ' d _ -� ,-, a '�' _ : � d,. ; a � �� ..
<br /> J//� a a ' d a - - ea , _ a - m ` . .- , -
<br /> V/ a4 - " Q " . , n ' _e _ _ . " , ,` - a ,a � - e _ n , ,a d-, d ':
<br /> d, d ,
<br /> _ a_ _.. . . _ a ° : a�. - a° - SLAB TOP thru S5.04. �P F W �ti
<br /> Q P�� o N�T �
<br /> Z d " d
<br /> W � ��b . - " d , a ' _ ' " , a . ��de a, d �a aa. _ _ ' ' _ . , a a. : �_ - ; a. �- -_ � :. _ REINFORCING � . o .
<br /> a,e.
<br /> �w Q �a�< a 4_ - - , . a- e e _ . - ` < - ° �°.°° -a a:a a ae o_ _ - a -_ '.° �� a_°�.-, aa 6. For structural wood typical details, see sheet S5.31. � �" �
<br /> a ' - a . _ 4 _da` _ �
<br /> Q ° 4 ,
<br /> �.,
<br /> - - - ° ' ' � ` °" � 6 � °` ° - - - 7. Concrete columns are called out on foundation or level of origin plans. �}.�.
<br /> � � � .
<br /> z 4
<br /> w z SLAB BOTTOM i i w � 8. For structural bearing wall construction, see plans. F� �T�RA� E"�� ``
<br /> cwn a REINFORCING i i � n- Coordinate location with plans and architectural. 05-29-1 SS/�NA l EN`'
<br /> COLUMN BEYOND � � EXP 01/07/202
<br /> i i 9. For interior and exterior wall finishes, see architectural. •
<br /> COPYRIGHT C�2005, ALL RIGHTS RESERVED
<br /> 10. Coordinate all water proofing measures with architect.
<br /> SUBMITTAL/REVISIONS
<br /> REINFORCING # DATE DESCRIPTION
<br /> DEVELOPMENT � 03/28/18 ADDENDA#1
<br /> LENGTH TYPICAL SLAB s 60� ; SIM. 4 04/20/18 ADDENDA#4
<br /> STEP IN MILD REINFORCED CONCRETE SLAB � REINFORCING - _ _____________� TOP oF 2No 5 05/29/18 ADDENDA#5
<br /> ,-- -
<br /> 1 1/2" - 1'-0" ° ' ` . '_ � _ FLOOR SLAB
<br /> � � , a � . � :- . . gI�
<br /> �
<br /> Iq ' p`I
<br /> I m I
<br /> d . 4 .
<br /> a �_ a� . , a'�.. a i � ,
<br /> 6" CONCRETE WALL WITH ° i � ° - ��-
<br /> TYPICAL WALL CONCRETE WALL #5 AT 16" OC. VERT. - a m �
<br /> — CONCRETE WALL 5 � a ' _°°, e ` CENTERED IN WALL AND `�' � --- - -- _ ----%
<br /> : �a, a � 24" : a a #5 AT 16" HORIZ. � z ` _ PROVIDE 180 DEGREE BENDS
<br /> `� e ° • � AT TOP OF VERTICAL WALL
<br /> � ° #5x24"�SLAB DOWELS AT 12" � a.° � DOWELS TO MATCH AND LAP -, - N � � REINFORCING
<br /> - _ a _ _ DOWELS TO MATCH AND VERTICAL WALL REINFORCING DOWELS TO MATCH AND
<br /> °d ° .` a, ° < LAP VERTICAL WALL OC. EXCEPT AT 3RD FLOOR ; - q _ "
<br /> i� ° � � a a
<br /> � ' � ` " ' REINFORCING SPACE DOEWLS AT 9" OC. "° � -a L A P V E R T I C A L W A L L
<br /> - ALTERNATE DIRECTION OF - °a � REINFORCING. ALTERNATE � � �
<br /> CONCRETE SLAB HOOK e CONCRETE SLAB - - DIRECTION OF HOOK #3 TIES AT 12" OC. —'' - . 2-#6 BARS, 8-TOTAL, CONTINUOUS
<br /> -� °a a a - �� �� FOR FULL LENGTH OF WALL
<br /> , 1 1/2 CLR. 1 1/2 CLR.
<br /> ' a: aa � ° 2-ADDED #6 BARS - � CONCRETE SLAB -�
<br /> C� ; e. - � - -� � °" _ � Q . - � = . " TOP AND BOTTOM d TYPICAL WALL REINFORCING
<br /> ' • C� W `- a.. - � -. - -e .. �° : a� °_ - .:- a � AT 4" OC. FOR FULL - ° a
<br /> . —1 b— _ � ''—
<br /> STAN DARD 90 a W ; . _ _ - a a_ _
<br /> DEGREE HOOK — � � a � . • ° _ - �,°- aaa e �daa - : � ", �_ LENGTH OF WALL �° „ - 1 1/2" CLR.
<br /> °aa _ . - aa_ 1 1/2 CLR. .
<br /> - DOWELS TO MATCH AND LAP �
<br /> a � a a; :a a �
<br /> 2-#6, 8-TOTAL, VERTICAL WALL REWFORCING
<br /> '_d- " . ' ' • ° " , e - � " �.d _ - - .
<br /> W /�/ � ` CONTINUOUS FOR � �
<br /> � _ _ a. . ,d ' � - - . ' e , - " , 4- .
<br /> - " - � W Q 6J_ "
<br /> a d � � ` � � � e U - � °_ � �� - ,a a a ' FULL LENGTH OF a - � #3 TIES AT 12" OC. �
<br /> SOIL NAIL � .d d e a •" 9 - ' . ,.d - ,d -a� ' _ - -
<br /> °°, WALL
<br /> WALL WHERE o_°_ � °� � :. - ° o.<-
<br /> OCCURS ° a` 5 d 9 dlaa _ ae a�-�,"�_ _ �
<br /> ROUGHEN CLEAN AND N
<br /> #5x24"x24" SLAB DOWELS � .� -' - - � ` � � 6 � � � N � � ��� o- APPLY BONDING AGENT
<br /> a � EQ AT 12" OC. EXCEPT AT 3RD �` � � ' ' � M
<br /> FLOOR SPACE DOWELS AT 9" a a a a a a TOP OF 1 ST � ,
<br /> - OC. - NOTES: = •: a. ,p a a. . F L O O R S L A B� p� �
<br /> a _ - N � ° a.
<br /> . �°d � - - , e� . � � 6.� e� . .A
<br /> a 1 . Concrete slab reinforcing not shown for clarity. a a . �
<br /> s ,a , ��a �a TYPICAL WALL ` ;a. �� , 6-��,. �`'� .. ° � �a � �- � ��. � .° e. n� � �
<br /> - � REINFORCING - > � Z
<br /> 9 - 2. For attachment to slab above see ��
<br /> • a . 6• ; tr ,S7.01 �+
<br /> 90 DEGREE HOOKS, O
<br /> CONCRETE WALL - � � TYP. L �
<br /> � Q C�3 c�
<br /> 3. For additional concrete wall reinforcing requirements z
<br /> NOTE: see concrete notes on S0.04 SHORE SLAB UNTIL TYPICAL SLAB REINFORCING � �. —
<br /> CONCRETE FOR WALL HAS Q �
<br /> 1. Slab reinforcing not shown for clarity. REACHED FULL STRENGTH
<br /> CONCRETE NON-BEARING WALL AT � a
<br /> � � �
<br /> CONCRETE SLAB AT WALL 2 CONCRETE SLAB AT WALL 3 CONCRETE SLAB 4 CONCRETE WALL/BEAM AT SLAB 5 � �
<br /> o �
<br /> 1" = 1'-0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-0" J W
<br /> � M �
<br /> WINDOW WALL AND w L.L.� W
<br /> ATTACHMENT BY OTHERS �
<br /> CW8 CONCRETE WALL, ° W
<br /> CONCRETE SLAB FOR CONCRETE WALL �
<br /> SCHEDULE, SEE� �z�����.
<br /> �
<br /> `�a. aa � � ,S4.02 '
<br /> Q d - y
<br /> Q , w
<br /> Z " ' " " ,' ,. , - - d " � d •. " o . � '.. , ' �// /,
<br /> � � - ' • a _ , �. .. _ • . ,
<br /> ad_
<br /> —/ `
<br /> � .. � - e�� -. - �� ,_ Q U BENT ��BARS TO �
<br /> d
<br /> C d d. ,e9 , ae - "
<br /> - c � � �- a � DOWELS TO MATCH VERT. WALL n . b_ . � � _
<br /> `- N ° " - °- � a � < _ _ . - a �`°o- � ae.� °� REINFORCWG. ALTERNATE °� :. �e- -� o W MATCH AND LAP TOP ,�
<br /> �.. ., Q e
<br /> � �- `° �'- � ° `° DIRECTION OF HOOK _ . ; w LAP SEE �AP SE �
<br /> , <,. . � �a" 1
<br /> = � . -�� -
<br /> . : - _ _ � cn z W
<br /> • � � z � a m 1 W Q
<br /> � S5.03 �
<br /> a 2" TYP. W . a ,—
<br /> � �
<br /> a a.
<br /> CONTINUOUS L4x4x3/16 � W �,-`° - � �°. � � v W
<br /> S503 '
<br /> ANGLE EACH SIDE OF WALL - - m o - - - - - � 0. ; O �
<br /> II ' 'd � ' . . - , s a d e� ' � - � -e " " _ - - d, a ' - e . _ . �, b _ -a _ .°, � ' -, � , da _ d a � _ a d.Q ' 9 � a ' _q �
<br /> WITH 1/2 DIA. EXPANSION _ w - - a � � � - - _ � - a ._ _ aa:.°- -. .-< _ : a- . _ = �- - _ a - a_ ° _ - _ . . . �_ ..a. z
<br /> 11 .d, ,a " - ,' . . 'd � . . ' �- d e'Q , 4a" ,� , • e ed ° , p�'a d , "• . ' ' . .a _ - ,a d.' . , � ' �
<br /> ANCHORS WITH 3 MIN. d - -<. o . , ° a a �.a�:a -. �� - - . ° a=" _ e - _a- : � - - . � � . . . � a e - - - - � �- . . _ _ , . . - a- O
<br /> : - , ' . � .a- , - _ , "� 4d . ,dd. : - a ' _ - . . ' _aa' '" . �Q a _ -a ,. . . , . d ,4 . . .� , � 4,a. .__ a . - . , L �
<br /> EMBEDMENT AT MILD o- . = a _ . . a� . a - - - . , -♦/� a. �/l �
<br /> _ , , a . - . _ -. . - ° , 4a - ' d� - , ' ° _ "a, d - ", . d. _ - � 4 - ' - a ea'd - - - - � . 49 . .\Y � ' � " , ^ . . _a " , , e ' °'�d , v
<br /> REINFORCED SLABS AND - _ . a _, - a : 9 - -. , _ _� _ - . - _ _ - , -<a ° ..- -. m - : _ a da.. _. a ° ° . . _ .. �aa C1/
<br /> ..4 , _ . d'� - „ ,g' . - ' ,d o- " '. - - '�� d� - ° .d • - ' � �I
<br /> , c �
<br /> � _;d a '' a _a a a _ � Q a . 'a , . . v°. - - �'_. , a,a - ` - - , - a �a - _ ... - tr a, . `,�a , a- a_
<br /> ` � Q a
<br /> � 1/2 DIA. THREADED RODS . . "�a e , _ - a$ .a „ - , , e Q �a . 9a ' ° d., a � Z
<br /> �C � , a• • � - , ° a - � '
<br /> o,a ,
<br /> � WITH NUT AT END - . _ ,. . � � . : � � . - . ° Q � . . � . a _ � a. . �
<br /> a �
<br /> I . ,°d � . , . �. ,—.� a a . °q , e.° . °� - Z
<br /> � EMBEDED, 5" MIN. AT POST- o-A tr - - p O
<br /> a TENSIONED SLABS SPACED ° � - - ° - - - � ° U �„�
<br /> � AT 32" OC. LOCATE i i o �
<br /> � ANCHORS 8" MAX. FROM � � CONCRETE SLAB ; � �
<br /> > WALL ENDS � �
<br /> o � � COLUMN BEYOND
<br /> o I I DRAWN BY
<br /> � NOTE: "� � � � AC
<br /> � 1. For information shown but not noted see �-- ' �
<br /> ? S701,' 1B
<br /> .
<br /> o�
<br /> NON-BEARING CONCRETE WALL AT SHEETNUMBER
<br /> �� 6
<br /> �� SLAB E T RI R ALL AT N RET 7 TRENCH DRAIN AT C N RETE LAB $ 7 . 0 �
<br /> ,� X E 0 W CO C E SLAB 0 C S
<br /> N�
<br /> y N
<br /> �N 1" = 1'-0" 1 1/2" = 1'-0" NO SCALE
<br /> U in
<br /> FULL SIZE=24x36
<br /> HALF SIZE=12z18
<br />
|