|
- � � � � �
<br /> NOTES:
<br /> 1.)IF HOLES ARE MORE THAN 5/16"LARGER THAN ANCHOR ROD DIAMETER-PROVIDE PLATE WASHERS BETWEEN NUT&PLATE PER a P c h 6 t e c t u � e
<br /> TABLE 14-2 IN AISC STANDARD PER PLAN
<br /> 2.)FOR ANCHORS RODS 1"DIAMETER AND LARGER,PROVIDE 3/8"x3"x3"WASHER PLATE AND WELD TO TOP OF BASE PLATE WITH 3/16"
<br /> FILLET WELD.
<br /> PER PLAN
<br /> Architect of Record:
<br /> BRR architecture,Ina
<br /> � `^�'� u � � — � � � � ° — eentonville
<br /> 3/4 �F1554 GR.36 _ o � ansas �cv 6700 Antioch Plaza
<br /> HEADED ANCHOR suite 300
<br /> anoenix Merriam,KS 6620a
<br /> a d a ( d � San Frandsco
<br /> tI-� 11 � . . � .. - o� q � . � a - - - d � �a - Atlantal hia Tel:913-262-9095
<br /> 11/2 11/2 RODS a � ° o °
<br /> (TYP.) 1 � ��TYP.) —_ — — — —_
<br /> Miami Pax:913462-9044
<br /> d
<br /> '} 9 4 d 4
<br /> I � a Q a� REINF.PER _— ° � � — i PROVIDE STANDARD 90°END a a � —
<br /> °- a o " PLAN(TYP.) — � _ _ _ � � ° a — Consultants
<br /> ' T.O.F. � a � � _ � _ HOOKS FOR TOP STEEL _— " _—
<br /> a a � 4 4
<br /> � Q o a °4 � Q ° ° -�N' � - ` � 44 � a Q a o - CONSULTANT LOGO
<br /> Q � - . a Q . .a . � Q . . . � � �a � I a � a . �d . _ - - d a � -
<br /> � a - m � O° � a no. a a ` — #5 DOWELTOP&BOTT. _ _ � — REINF.PER
<br /> I/4 ° a � � a � � � ,, a = " a° � I _ o a � PLAN(TYP.)
<br /> I w _ __ � - - - - .
<br /> a � a �a p � �° �1�#5 B1aR�TYP.� - - 4 Q - _ N i I-I ' (- e � ° � ° _ I
<br /> a
<br /> 0 a a a � � �— ° � ° c ' — 2'-6" � I—� � �—� I I—
<br /> —
<br /> � - - — — aa a ° a ° � � I � I � I � � II � ° � � � � � � � � I � a V � � � � � � � � � �
<br /> f� d Q . � � Q - . .� - . . v . �d
<br /> V _ ^ 4 a°. a , a � � °d a . a . a . . . .� - a . a 4 . � a � a . a Q d . a .
<br /> a }
<br /> -'�i y, � . a � . d - ..4 ad � . o a °a '� 4 z F- � � . ` ^ .Q . �d . � a 5 - ° , .. �� � ' a o a .q. . . .
<br /> F- o tr
<br /> �' . ' � . . . . . V
<br /> I � Q ��a . . �. . ° �° � � . .. . � O ZQ �� a. � a a � .a o � . � � d ° . n a . � - z a , . 4. � _ � _ . d�° . .�° . ° . 4.a ' � .. Q. . . .
<br /> _7 4 ��4 4 Q � A . � Q . v Q . p �� d
<br /> 0 � d q� ° � a (1)#5 @ 4'-0"(TYP.)EA. —
<br /> . a a Q. �4 a �- a -a
<br /> a �a CORNER W ° 0 4 Q - W n ° � � ° �a o � � °
<br /> �d o a , n � - � a � . a a °4 . . a a . � � . .� . � . �°. ad n . � . .
<br /> .. v� . ° ��a a a . . a 4 - �da � � � o . . a�d °. a a
<br /> � a . . � � . 4.� . �° �e ` . . . . � °. a ° � � .� 9a - � ° n �. -a ._ ° a . � � � [} . .
<br /> r' � DETAIL ° a a � — ° a a a a ° Q
<br /> � � o a G . ° o a o o - a , a n� Copyright Notice
<br /> . � � . a a . . 4 � _ � � .L3� a . . _I a . �G� � . � ° . �a� . � .
<br /> 3/4��P1..4TE d � � a � N i� ( I I � i �- � �-� �-I I �- � � �- � �-� � � � � � -� � �-� �-� Thisdrawingwaspreparedforuseonaspecific
<br /> a I_ � _ _ _ _I I - - - - - site contemporaneousiy with its issue date and
<br /> 4 ' o I I I-� - - - - - it is not suitable for use on a different proJect
<br /> a �l - - - - - - �- - - - site or at a later time.Use of this drawing for
<br /> HSSCOLUMNPERPLAN ° � ° 4a a d -I ( I I - - -I I I-I I I � ' '-' ' ' I requrirestheserv�cesofprapehlyrlPensed
<br /> Q � � i-1 i � architects and engineers.Reproduction of this
<br /> drawing for reuse on another project Is not
<br /> (4)3/4"�F1554 GR.36 HEADED authorized and may be contrary to the law.
<br /> ANCHOR RODS 2'-0" OPENING DIM. 2'-Q" NOTE: NOTE:
<br /> -EMBED PER DETAIL � Issues&Revisions
<br /> (TYP.) (TYP.) (TYP.) GRADE BEAMS SHALL BE POURED MONOLITHICALLY AROUND CORNERS. GRADE BEAMS SHA�L BE POURED MONOLITNICALLY AT INTERSECTIONS.
<br /> NQ. DATE DESCRIPTION
<br /> �TYP. ANCHOR ROIJ �c �ASE PLATE DETAIL 01 TYP. SLAB OPENING DETAII. 02 TYP. C7RADE �EAM DE`fAILS 03
<br /> 11/z°=1�-0�� szos 1/z��=1�-0�� s2os 3/4��=i�-o�� szos
<br /> TENSION LAP SPLICE LENGTHS(in) NOTES: TENSION LAP SPLICE LENGTHS(in) NOTES:
<br /> GRADE 60 UNCOATED BARS GRADE 60 UNCOATED BARS
<br /> f'c=3000 psi 1. TABULATED VALUES ARE BASED ON GRADE 60 f'c=4000 psi 1. TABULATED VALUES ARE BASED ON GRADE 60
<br /> TOP BARS OTHER BARS REINFORCING BARS AND NORMAL-WEIGHT CONCRETE. REINFORCING BARS AND NORMAL-WEIGHT CONCRETE.
<br /> BAR LAP BAR �P TOP BARS OTHER BARS
<br /> SIZE CLASS CASE 1 CASE 2 CASE 1 CASE 2 z. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SIZE CLASS 2. TENSION DEVELOPMENT LENGTHS AND TENSION LAP
<br /> SPLICE LENGTHS ARE BASED ON ACI 318-02,SECTIONS 12.2.2 CASE 1 CASE 2 CASE 1 CASE 2
<br /> A 22 32 17 25 A 19 28 15 22 SPLICE LENGTHS ARE BASED ON ACI 318-02,SECTIONS 12.2.2 �-
<br /> #3 B 2$ 42 22 3Z AND 12.15,RESPECTIVELY. #3 AND 12.15,RESPECTIVELY.
<br /> B 24 36 19 28
<br /> #� A 29 43 22 33 3. TABULATED VALUES FOR BEMAS OR COLUMNS ARE BASED A 25 37 19 29 3. TABULATED VALUES FOR BEMAS OR COLUMNS ARE �
<br /> B 37 56 29 43 ON TRANSVERSE REINFORCEMENT AND CONCRETE COVER #4 g 32 48 25 37 BASED ON TRANSVERSE REINFORCEMENT AND CONCRETE
<br /> A 36 54 28 41 MEETING MINIMUM CODE REQUIREMENTS.LENGTHS ARE IN A 31 47 24 36 COVER MEETING MINIMUM CODE REQUIREMENTS.LENGTHS �
<br /> #� B 47 70 36 54 INCHES. #5 B 40 60 31 47 ARE IN INCHES.
<br /> A 37 56 29 43 (1)#4x6'-0"LONG
<br /> #6 B 56 84 43 64 4. CASES 1 AND 2,WHICH DEPEND ON THE TYPE OF #6 4. CASES 1 AND 2,WHICH DEPEND ON THE TYPE OF a�,, �j,�
<br /> STRUCTURAL ELEMENT,CONCRETE COVER,AND THE CENTER- B 48 72 37 56 STRUCTURAL ELEMENT,CONCRETE COVER,AND THE a �Q
<br /> TO-CENTER SPACING OF THE BARS ARE DEFINED AS: A 54 81 42 63 a
<br /> #� B 81 22 63 94 CENTER-TO-CENTER SPACING OF THE BARS ARE DEFINED AS:
<br /> #7 � � p� J` Project Name
<br /> B 70 106 54 81 �• 'oo
<br /> #$ A 72 107 55 82 BEAMS OR COLUMNS: ( o`
<br /> A 62 93 48 72 BEAMS OR COLUMNS: a ��A� ry�'�
<br /> B 93 139 72 107 CASE 1:COVER AT LEAST(1)BAR DIAMETER AND C.- #8 CASE 1;COVER AT LEAST(1)BAR DIAMETER AND C.- ° � a � � � �'"
<br /> C.SPACING AT LEAST(2)BAR DIAMETERS B $0 121 62 93 a � / ,
<br /> A 81 121 62 93 #9 A 70 105 54 g1 C.SPACING AT IEAST(2)BAR DIAMETERS a / / � I � � (,,`���
<br /> #9
<br /> B 105 157 81 121 CASE 2:COVER LESS THAN(1)BAR DIAMETER AND B 91 136 70 105 a �
<br /> CASE 2:COVER LESS THAN(1)BAR DIAMETER RND a � , 2'-0" �I�Il�t�I��
<br /> #10 A 91 136 70 105 C.-C.SPACING LESS THAN(2)BAR DIAMETERS A 79 118 61 91 C.-C.SPACING LES$THAN(2)BAR DIAMETERS a � 4 �
<br /> B 118 177 91 136 #10 a a � ,
<br /> B 102 153 79 118
<br /> A 101 151 78 116 ALL OTHERS: a � " MAN DOORS Project Address
<br /> #11 A 87 131 67 101 ALL OTHERS: a a
<br /> B 131 196 101 151 CASE 1:COVER AT LEAST{1)BAR DIAMETER AND C.- #11 B 113 170 87 131 CASE 1:COVER AT LEAST(1)BAR DIAMETER AND C.- a a o a ° 0 7707 �roadway
<br /> C.SPACING AT LEAST(3)BAR DIAMETERS C.SPACING AT LEAST(3)BAR DIAMETERS � a c ` a ° o � �a � o � ,�Q' Everett, WA 9$20�
<br /> a a � a o s
<br /> CASE 2:COVER LESS THAN(1)BAR DIAMETER AND CASE 2:COVER LESS THAN(1)BAR DIAMETER AND � a a � � � ��� 'o
<br /> (1)#4 4 x0 LONG EA.SIDE OF OPENING(TYP.)� o
<br /> C.-C.SPACING LESS THAN(3)BAR DIAMETERS C.-C.SPACING LESS THAN(3)BAR DIAMETERS a � e a a " (1)#5 X 4'-0"(TYP.)EA. I
<br /> 5. LAP CLASS A VALUES ARE THE REQUIRED TENSION a � �' q a � ° a a CORNER // �
<br /> 5. LAP CLASS A VALUES ARE THE REQUIRED TENSION a Q a �
<br /> DEVELOPMENT LENGTHS,Id;LAP SPLCE LENGTHS ARE DEVELOPMENT LENGTHS,Id;LAP SPLCE LENGTHS ARE d � ° v d ' � � �
<br /> MULTIPLE$OF TENSION DEVELOPMENT LENGTHS;CLASS A- MULTIPLES OF TENSION DEVELOPMENT LENGTHS;CLASS A- a � � � 6 2�_���
<br /> 1.OId AND CLASS B=1.31d(ACI 318-02,$ECTION 12.15.1) 1.OId AND CLASS B=1.31d(ACI 318-02,SECTION 12.15,1) °a 4 a
<br /> '° � 4 4 ° � CLIENT LOGO �P
<br /> 6. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 6. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 ° WINDOWS AND LARGE DOORS �
<br /> INCHES OF CONCRETE CAST BELOW THE BARS. INCHES OF CONCRETE CAST BELOW THE BARS. �/ •
<br /> LAP SPLICE LENG1"HS f'c=3000 psi 04 LAP SPLICE LENGTHS f'c-4000 si OS TYP. RE-ENTRANT CO�NER REINF. DE�TA1L 06 TYP. SLAB REINF: @ DOOR DETAIL 07 �
<br /> 1/2 -i-o� s2os 1/2�-i�-o S20$ 3/4 -1�-0� s2os 3/4 -1�-0� szos
<br /> �,_ , � � _ �� �._ , ��- � �������f��
<br /> ��■ i ��SM
<br /> AN EXTENDHD S7AY WOTEL
<br /> EQUIP.BY OTHERS
<br /> Project Manager:
<br /> TRENCH DRAIN BY OTHERS SL
<br /> CONSTRUCTION JOINT 2x STUDS PER SHEAR WALL SCHEDULE Checked sy:
<br /> (4)#4 CONT. ,
<br /> � Drawn by:
<br /> HOLD DOWN PER SHEAR WALL #4 DOWELS @ 12' SPA.
<br /> #4 DOWEL4'-0°LONG @ 12"SPA.(1/2 SCHEDULE = JM
<br /> �EA.SIDE) a Document date:
<br /> Q 1/2"EXPANSION JOINT W/
<br /> a a 05/12J2015
<br /> d ° a a CONT.TREATED 2x SILL PLATE �, � REMOVEABLE CAP&SEALANT
<br /> X -� - � --X ° X � �' I � � . � � ��+-
<br /> � a ° � ° o � CONC.SLAB ON GRADE PER PLAN Project No.
<br /> � CONC.SLAB ON GRADE PER PLAN >
<br /> CONSTRUCTION JOINT a a — 310000��
<br /> v . . " o . " , ° � . a . '
<br /> � a � � a° 4 � o � � � Q � � - Pi'ojeCt PhaSe
<br /> 1/8"WIDE x T/4 DEEP CONTROL 10WT-JOINTS F.F.E. � x x�—x—x " o � ° 4 � a 4 ° o a /� a ' a x�--x x Q x
<br /> SHALL BE SAWN AS SOON AS CONCRETE IS � o � • � • ° • a � ° = CITY PL�4N REVIEW
<br /> a a THREADED ROD ANCHOR PER SHEAR ° � a i � fl � �� d � � a � � `� - a�, w
<br /> HARD ENOUGH TO NOT BE TORN OR DAMAGED a � � � WALL SCHEDULE-ANCHOR TO SLAB W/ ° ^ � " " � � � Q _�� �
<br /> a STANDARD HOOK TABLE
<br /> BY BLADE-(NOTTO EXCEED 12 HOURS AFTER T'�'F' 1 � ^ v ADHESIVE ANCHORWG SYSTEM � ^ � a � ° `r �
<br /> POUR) a � � BAR SIZE HOOK v °' � ° 1'-0" I N � Professional Seal
<br /> I I a m � d a "
<br /> ° a a a a a - ° 'aa I I a �, #4 8 in. � a ° a (TYP.) � w
<br /> � ' #5 @ 12"SPA. EA.WAY TOP&BpTT. ° �
<br /> x x " x x �c—x ° x—�x x x �' E- U
<br /> ° a a a ° a � � #5 101n. � � °
<br /> � a°a a �� »��
<br /> Q #6 12 in. d ������� �°�,t i
<br /> m #7 14 in. Z_p �� , � � '
<br /> � � �
<br /> "�' #8 16 in. VERIFY W/MECH. � � '' �� '� �
<br /> COORD.PLAN DIMS W/ARCH. � �����
<br /> o � j t ��
<br /> �
<br /> &EQUIP. MFG. "
<br /> TYP. CONTROL & CQNST. JOINT DETAIL 08 TYP. HOLD-DOWN DETAIL 09 STANDARD 90 HOOK TABLE 10 TYP. EQUIP. SLA� DETAIL 11 � ��� "����.�,
<br /> 3/4"=1'-0° 5208 3/4"=1'-0" 5208 12"=1'-0" 5208 3/4"=1'-0" 5208 ������� '
<br /> � ���
<br /> � ����f�"t�,ip�� SheetTitle
<br /> �J 1�r lf!�!1
<br /> ��� � � ���� TYPICAL FOUNDATION
<br /> DETAILS
<br /> BSE 5truttural Engineer5 LEt
<br /> 1 i 324 YVest 79th SUeQt Sheet No.
<br /> Lenexa,Kansas 662tQ
<br /> Rtiane 913.492.74Q0
<br /> www BSEstruciuraLcam
<br /> C� BRR Original printed on recycled paper
<br />
|