|
�'-+'<du�i.
<br /> f'c = 3000 psi fc = 4000 psi fc = 4500 psi fc = 5000 psi ��;;,'
<br /> BAR TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS PD
<br /> SIZE CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 TYP I CAL D ETAI L N OTES
<br /> #3 22 32 17 25 19 28 15 22 18 27 14 21 17 25 13 19
<br /> I American roperty evelopment Inc.
<br /> 110110th Avenue NE suite 550
<br /> #4 29 43 22 33 25 37 19 29 24 35 18 27 22 33 17 26
<br /> e evue, 4
<br /> Typical Detail Notes: �
<br /> #5 36 54 28 41 31 47 24 36 29 44 23 34 28 42 22 32
<br /> #6 43 64 33 50 37 56 29 43 35 53 27 41 33 50 26 38 CORNER BARS (L) MAY 1. For structural design notes, see sheet S0.02 thru S0.06. ccoNsu�TaNr'SLOGOANDADDRESS)
<br /> BE USED IN LIEU OF
<br /> #7 63 94 48 72 54 81 42 63 51 77 40 59 49 73 37 56 BENT REINFORCING
<br /> #s �2 �07 55 s2 s2 93 as 7� 59 ss 45 6s 55 ss 4s sa BARS FOR LAP SPLICES 2. Architectural backgrounds are shown for reference only.
<br /> The dimensions shown apply to structural elements only. `_ '� � ' " R e r ; " �
<br /> #9 81 121 62 93 70 105 54 81 66 99 51 76 63 94 48 �2 For dimensions not shown, see architect of record submittal. 20� N. nnapie�ro�e ste. �oo
<br /> BOISE IDAHO 83704
<br /> #10 91 136 70 105 79 118 61 91 73 109 56 84 70 105 54 81 - a a SEE NOTE 1 Phone(208) 342-7168
<br /> - STD HOOK 3. Contractor shall field verify existing structural conditions. If any LE JOB# 154191.00
<br /> #11 101 151 78 116 87 131 67 101 80 120 62 93 78 117 60 9O - ALL STRUCTURAL DETAI usE�oN THis
<br /> � discrepancies are found, contractor shall contact the Architect P�NARE�oPYR,�HT�C OFLOCHSA
<br /> #14 121 181 93 139 105 157 81 121 99 148 76 114 94 140 72 �os _ - - - and Structural Enryineer before erformin allEral1011 WOrk. ENGINEERINGOFIDAHO.THERE-USEOF
<br /> r� - y p g ANY DETAILS AND CONCEPTS IS NOT
<br /> #18 161 241 124 186 139 209 107 161 132 197 101 152 125 187 96 114 _ , � a . ACCEPTABLE WITHOUT WRITfEN CONSENT
<br /> � , _ - a a n - OF LOCHSA ENGINEERING OF IDAHO. '
<br /> r� b .
<br /> '°- °- � 4. For all top of footing, top of slab, and slab on grade construction,
<br /> Notes: � - ° °�° a- - q p 4 � see foundation plan. M. H
<br /> O . �P F'�
<br /> 1. Table for use with normal weight hardrock concrete and grade 60 uncoated z - ° a a a S T D H O O K 5. S u b-g r a d e m a t e r i a l b e l o w s l a b s a n d f o o t i n g s s h a l l b e P �- °f ASH�Nc
<br /> reinforcing bars. For lightweight aggregate use 1.3�. W - a o �P , �
<br /> 2. Top bars are horizontal bars with 12" or more of concrete cast in the member �w constructed as indicated by geo-tech report. �..�
<br /> below the bar. -° � �
<br /> 3. For bars enclosed in standard column spirals, use 0.75 � or 12" min. 6. For structural framing sizes, bottom of deck and top of steel ` ,
<br /> EXTEND BAR AS FAR AS POSSIBLE etevations, see plans. s,� ���P
<br /> 4. Deve lopmen t leng t h o f in divi dua l bars wit hin a bun d le s ha l l be 1.2 �d for t hat bar AND BEND WITH 90° STANDARD U 3F4$ � �
<br /> in a 3-bar bundle and 1 .33 �d for a 4-bar bundle. HOOK WHERE �d CANNOT BE INTERSECTION CORNER ��.F RAL EN \��
<br /> 5. Compression development length (only where indicated on drawings) For grade 7. For floor deck size, attachment, span direction,and finish SS�ONA L EN`'
<br /> 60 bars use 22 bar diameters. ACHIEVED floor elevations, see lans. 03-2�9-1
<br /> p Ex .o�io�i2o2
<br /> 6. Case Selection NOTE: �° �
<br /> -For foundation reinforcement use Case 1 uno. � 1. Use tension lap splices, see � 8. For typical bearing wall construction, see plans. coPVR��Hr�2oo5, n��R��HTs RESERVEo
<br /> -For column reinforcement and dowels use Case 1 uno. i ss.o3 Coordinate location with plans and architectural. -�
<br /> -For beam reinforcement use Case 1 uno. FACE OF SUPPORT � sueMiTTav REvisioNs
<br /> -For structural slab reinforcement use Case 2 uno. i �d RE I N FO RC I N G AT FOOTI N G 9. For interior and exterior wall finishes, see architectural. # DATE DESCRIPTION
<br /> -For slab on grade reinforcement use Case 1 uno.
<br /> -For wall reinforcement and dowels use Case 1 (Except as noted below) uno. �NTERSECTIONS 2 10. For all typicat construction details not shown on this sheet,
<br /> -For walls with a single mat of steel centered in the wall, use Case 1 for wall see all "S5" series drawings.
<br /> reinforcement and dowels uno. NO SCALE
<br /> -For chord steel reinforcement use Case 2 uno. 11. Coordinate all water proofing measures with architect.
<br /> TENSION DEVELOPMENT LENGTH CONCRETE ONLY � BARS TYP. STD. HOOK s
<br /> NO SCALE , - - -$ ° -
<br /> w 6. - - W m - - _ a� 6
<br /> BAR �a,P �c = 3000 psi f c = 4000 psi f c = 4500 psi f c = 5000 psi J a - _ U . b� a ' -a --�1
<br /> sizE c�ss TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS � - -a _ _ a - $ �� �
<br /> CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 a �
<br /> A 22 32 17 25 19 28 15 22 18 27 14 21 17 25 13 19 Q Q , 2-TYP. WALL N 4d OR
<br /> #3 B 2$ 42 22 32 24 36 19 28 23 34 18 27 22 33 17 Zs - � VE RT. U N O � r- 2 �/2" M I N.
<br /> a � , , . . Q.a O
<br /> � A 29 43 22 33 25 37 19 29 24 35 18 27 22 33 17 26 - - <
<br /> B 37 56 29 43 32 48 25 37 31 46 24 35 29 43 22 33
<br /> A 36 54 28 41 31 47 24 36 29 44 23 34 28 42 22 32 CORNER 9�° STD HOOK �8�° STD HOOK MAX. OFFSET BEND
<br /> #5 D=6d FOR #3 TO #8
<br /> B 47 70 36 54 40 60 31 47 38 57 29 44 36 54 28 42 - �
<br /> � A 43 64 33 50 37 56 29 43 35 53 27 41 33 50 26 38 �_ ° .,a ,: =' °- `,` D=8d FOR #9 TO #11
<br /> B 56 84 43 64 48 72 37 56 46 68 35 53 43 65 33 50 - -° BEND ALT. _ , 2-TYP. WALL D=10d FOR #14 TO #18
<br /> #� A 63 94 48 72 54 81 42 63 51 77 40 59 49 73 37 56 �� a; tr- WAYS � a �; V E RT. U N O
<br /> B 81 122 63 94 70 106 54 81 67 100 51 77 63 94 49 73 _ _ � A P R I N C I P A L R E I N F O R C I N G •
<br /> #8 A 72 107 55 82 62 93 48 71 59 88 45 68 55 83 43 64 `e � � . a �� . a_a �e a _a' , ` �♦"^�
<br /> B 93 139 72 107 80 121 62 93 76 114 59 88 72 108 55 83 _ - �� ' a b , 6, �/,
<br /> #9 A 81 121 62 93 70 105 54 81 66 99 51 76 63 94 48 72 _ - - • � - 9 � - aO
<br /> B 1 0 5 1 5 7 8 1 1 2 1 9 1 1 3 6 7 0 1 0 5 8 5 1 2 8 6 6 9 9 81 122 63 94 4 VERT. a �d LAP SPLICE MIN D-1 1/ '� F # ��'� �
<br /> #10 A 91 136 70 105 79 118 61 91 73 109 56 84 70 105 54 81 BARS TYP. CORNER BARS (L) . - 2 �R 3 �
<br /> B 118 177 91 136 102 153 79 118 95 142 73 109 91 137 70 105 MAY BE USED IN LIEU MIN. D=2�� FOR #4 O d �/� ^ '
<br /> #11 A 101 151 78 116 87 131 67 101 80 120 62 93 78 117 60 90 OF BEN WALL REINF. MIN. D=2 1/2�� FOR #5 � v
<br /> B 131 196 101 151 113 170 87 131 104 156 80 120 101 152 78 117 FOR LAP SPLICES � `�'
<br /> Notes: 7. Case Selection I NTERSECTION 135° STD HOOK 4� �
<br /> 1. Table for use with normal weight hardrock concrete and grade 60 uncoated -For foundation reinforcement use Case 1 uno. �
<br /> reinforcing bars. For lightweight aggregate use 1.3�. -For column reinforcement and dowels use Case 1 uno. DOUBLE MAT SINGLE MAT STIRRUPS AND TIES �
<br /> 2. Class A - Half or less of the bars are spliced within a required lap length. -For beam reinforcement use Case 1 uno. � � z
<br /> Class B - More than half of the bars are spliced within a required lap length. -For structural slab reinforcement use Case 2 uno. NOTE: 3 NOTES: � .�..+ �
<br /> 3. Top bars are horizontal bars with 12 or more of concrete cast in the member -For slab on grade reinforcement use Case 1 uno. 1. Use tension lap splices, see 1. All bends shall be made cold. Q � �
<br /> S5.03
<br /> below the bar. -For wall reinforcement and dowels use Case 1 (Except as noted below) uno. 2. #14 and #18 bars shall be bend tested and lab approved prior to � �
<br /> 4. For bars enclosed in standard column s irals, use 0.75� or 12" min. -For walls with a sin le mat of steel centered in the wall, use Case 1 for wall bendin z
<br /> 5. Lap splices of individual bars with a bundle shall be 1.2�for that bar in a 3-bar reinforcement and doWe�s uno. RE I N FO RC I N G AT WALL g (� d _
<br /> bundle and 1.33�for a 4-bar bundle. Entire bundles shall not be staggered -For chord steel reinforcement use Case 2 uno. ` �
<br /> such that they do not overlap. 8. Different size bars are to be lapped by the larger bar. � NTERSECTIONS 4 BAR BEN DS � � Q
<br /> 6. � - Basic lap length, shown at left. 9. Different diameter bars are to be lapped per the larger bar. NO SCALE NO SCALE � �
<br /> TENSION LAP SPLICE CONCRETE ONLY TENSION LAP SPLICE LENGTHS, W � �
<br /> ( ) J o w .
<br /> IN INCHES FOR GRADE 60 UNCOATED BARS � AS NECESSARY, EXTENDAS FARAS LINTEL REINFORCING i M� W
<br /> NO SCALE POSSIBLE AND BEND TO OBTAIN �d SEE SCHEDULE HORIZ. WALL REINF. � U-BARS, MATCH � W
<br /> SIZE AND SPACING � w
<br /> CENTERLINE
<br /> z SLAB OR WALL Y Z 2-#5 x 36" a _ a_ OF HORIZ. a
<br /> � AT45° TYP. `_�° �� ��- _g �. ��_._a°_a��_'T ; -
<br /> N
<br /> °' -� � 2-#5 MIN.
<br /> N
<br /> (`') - _ d . . , - . Q 4�
<br /> o . .. . .; _�..a .. .-,` � - , � ° � . _ - e
<br /> C _
<br /> - a � � � 2-#5 EACH
<br /> � � a _
<br /> � <Q'Ja� .- a�d._�' � -�� a o�- a � JAMB TYP. Y X Z JAMB OR END OF WALL I J
<br /> �'I a da` ' 4 , ' _ _Q' -' ' ° ,� ° _ N �
<br /> � - w �d �d X DOUBLE CURTAIN PLAN SECTION
<br /> a � - � VERTICAL REINF. Y 2-#5 EACH U
<br /> N 3D OR 4" `� Q CONT. THRU JOINT - FORMS ALTERNATE BENDS -
<br /> � � � °� � . a 2-#5 JAM B TYP.
<br /> D THE LARGER - 2-#5 MIN. AS REQD. IN. SKEW z �
<br /> � � � EDGE KEY 2x4 CONT. � -\� " � ° � X Y _ _ � �
<br /> W � - REMOVE BEFORE PLACING < ; a - � . a w
<br /> � CONDUIT IN SLAB OR WALL o w CONCRETE ABOVE '°� �° �-a °�_, CONSTRUCTION - � - � � ~ J
<br /> �
<br /> > C O N S T R U C T I O N J O I N T a �- U W Q
<br /> C /� o � �
<br /> o - Q a _ _ XQ = _ �4 A. . a JOINT '-' � �' � FLOOR LINE �
<br /> N � ' . -� - a ' , G V d
<br /> o ` � � - � "d- � _ � }a. WALL JAMB, LINTEL OR END OF WALL z W W
<br /> ' - ` d: � : `�° � °� � ��� a � -�: � - - � c� �� 8.- a -a �a �- a , Y SINGLE CURTAIN PLAN SECTION �
<br /> o _ _ - - - � ., a _ REINF. � \� 2-#5 TYP. U � 0
<br /> -y .'4'a - - .,d� . - . . " , 4� /_
<br /> � U
<br /> 3� � �� a- 9; - ~ U-BARS, MATCH SIZE � � � �
<br /> N - . _`a. a_� DOWELS OR BEND FROM � AND SPACING OF VERT. b. . � Z
<br /> � p 3D OR 4" EXPOSED EDGE - CONCRETE WALL BELOW TO MATCH VERT. WALL REINF. d O O
<br /> � THE LARGER :
<br /> �, LINTEL REINFORCING 2-#5 MIN. - , � o J U
<br /> ° PIPING THRU SLAB OR WALL WIDTH REINF. Notes�For� see � - '�' w � _
<br /> o < 5'-0" 2-#5 s5.o3
<br /> a NOTE: �� �
<br /> � 1. Where clear distance between sleeves is impossible this area shall NOTE: 5'-0" - 7'-0" 2-#6 � : LINTEL SECTION DOUBLE CURTAW DR,QWNBY
<br /> � be treated as a slab opening or as a wall opening. 1. Provide edge key on both faces when both faces are exposed. 7'-0" - 10'-0" 2-#7 2. For�d see s5.os ' Z AC
<br /> �
<br /> w SHEET NUMBER
<br /> � Q PIPING CONDUIT IN OR THRU SLAB HORIZONTAL WALL CONSTRUCTION
<br /> _ � OR WALL 6 JOINT 7 CONCRETE WALL OPENINGS AND DETAILS $ S �J . O3
<br /> U �
<br /> J�
<br /> ��
<br /> tj1 O
<br /> �N NO SCALE NO SCALE NO SCALE
<br /> N c>
<br /> FULL SIZE=24x36
<br /> HALF SIZE=12�ct8
<br />
|