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<br /> NOTES FOR CONSTRl7CTION: �J J,,, P D
<br /> i. SiMPSQN STRONG-T3Ec�rSHALLOW ANCHOR ROD(SAR): ANCHOR ROD AND PLATE WASHER ASSEMBLY
<br /> ARE MANUFACTURED BY SIMPSON STRONG-TIE AND IS TO BE USED WITH THE SiMPSON STRONG-TIE
<br /> ANCHOR BOLT LOCATOR(AB�).
<br /> 13° MIN. a. STANDARD STRENGTH ANCHpR ROD STEEL Am110110th AvenuDeeNE spite 55pnc.
<br /> CONCRETE WALL BELOW ASTM F1554 GR 36 OR ASTM A307 GRADE A, FY MIN=36 KSI, FU MIN=58 KSI. Bellevue,WA98004
<br /> NAMING LEGEND b. HfGH STRENGTH ANCHOR ROD STEEL:
<br /> SA1.Z�J - 10H - �KT DIA. <_ 1": AS7M A449, F+v:ti�w=92 KSI, Fru nniN= 120 KSi.
<br /> SHALLOW ANCHOR WITH — TT KIT °
<br /> � a a �° Q Q a aa a DIA. � 1": ASTM A193 GRADE B7 OR ASTM F1554 GRADE 105, Fry r�iN= 105 KSI, Fr�nr�N= 125 KSL (CONSULTANT'S LOGO AND ADDRESS�
<br /> 1 � INCH CLEAR FROM BOT. OF LENGTH OF ANCHOR ° a ° a a a ° CONCRETE WALL BELOW 2. ANCHOR REINFORCEMENT: �����
<br /> NUT TO FACE OF CONCRETE (BY CONTRACTOR� ° ° � ° � a a d a a. ANCHOR REINFORCEMENT SHALL BE PROVIDED BY THE CONTRACTOR. ALL ANCHOR
<br /> HIGH STRENGTH IF REQ. ° � a a ° 8 ' a a ° REINFORCEMENT AND REINFORCEMENT SPECIFlED IN THESE DETAILS SHALL BE ASTM A615 �> r :~ . r, e e r, � n :-�
<br /> a a �_: ;
<br /> � a � Q° a � ° a a a� a a GRADE 60 MINIMUM. TH1S REINFORCEMENT SHALL BE SECURED PRIOR TO PLACEMENT OF
<br /> DIAMETER � ° 9 ° � ° a ° a � CONCRETE TO PREVENT MOVEMENT QURING CONSTRUCTION. WHERE EPDXY COATING APPLIES 201 N. Maple Grove Ste. 100
<br /> � SA1.25-10H-XXKT SEE� a � ° a a a g a a a BOISE IDAHO 83704
<br /> 5.5 a � °a a ° ° PER PROJECT SPECIFICATIONS, DEVELOPMENT LENGTN Qra)pIMENSIONS 5HOWN IN DETAILS 7
<br /> a ° a a ° a a a ° ° C O N C R E T E W A L L B E L�W ° Phone (208)342-7168
<br /> LENGTH , W Q a a W ° � a a AND 8 SHALL BE MODIFIED BY THE PR�JECT REGISTERED DESIGN PROFESSIONAL. LE JOB# 154191.00
<br /> I— ° ° a a a d ° I— a 4�-8�� MIN. a a a � a
<br /> ._�,�,t, W a � a a a a a a � 6 b. T�LERANCES QF ANCHOR REINFORGEMENT PLACEMENT: 5EE DETAILS FOR SPEGIFIC n��s�ucruRn�oErni�USEDONTHIS
<br /> � c,� a a a a U 1 -"�IA�HI�H STF��1GTt�THR�ADED R0 SEE PtANARECOPYRiGHT�C) OFLOCHSA
<br /> Z � a a ° a ° Z a�a a a 4 a a a S5.05, PLACEMENT TOLERANCES. GENERAL INTENT!S TO MAINTAIN THE ANCMOR REINFORCEMENT ENGINEERINGOFIDAH0��f1ERE-USEOF
<br /> $ �$ � � a d ° a 0 ° Z� a a ° a ASSEMBLY IN A UNIFORM PATTERN SURROUNDING THE SHALLOW ANCHQR ROQ AS IS ANYDETAILSANDCONCEPTSISNOT
<br /> �---"' _ -.'---� U a a d U a — a a ACCEP?ABIE WITHOUT WRITTEN CONSENT
<br /> HS ` ,-- t H' � ° � � ° °a ° a a � ° q a a GRAPHICALLY SHOWN IN THE DETAILS. oF�ocHSAENciNEERiNcoFionHo.
<br /> �_, _
<br /> - � � a � °a ad a a � ° CONCRETE V�LL BE�LOV�I ° � a a � a a � ° � a c. CONCRETE COVER: ANCHORAGE DESIGNS ARE BASED ON A BOTT�M COVER OF'/a"TO THE
<br /> -'"- ' "� � �JI�--- --____ (J � a 4 a a a a (� N ° a � ° a ANCHOR REiNFORCEMENT(FOR SLABS NOT EXPOSEO TO W�A?HER OR IN CONTACT WITH
<br /> �
<br /> _ .� �
<br /> HS ON HIGH ��``==�� � _, -� � ° � a � � °� a a a w �� a ° a GRflUNDj. VERlFY WiTH PROJECT SPEClFIEd COVER REQUIREMENTS AND COORDINATE W1TH P M� H F�
<br /> .__ �
<br /> STRENGTH __ _ _�_. =�� - ~ � a ° � e �a ° � a 9 � °� � THE PRQJECT REGISTERED DESfGN PROFESSIONAL � oF Asti�
<br /> MODELS a a a a a a EDGE OF CONCETE d. OVERLAPPING ANCHOR REINFORCEMENT ASSEMBLIES: WHERE ANCHOR REINFORCEMENT Q �P<`� N� �
<br /> TYPICAL SAR HEAD STAMP 1 I PICAL SHALLOW ANCHOR KIT a ° aa a � a ° ° a a a a a TYPICAL EDGE OF SLAB PARTIAL PLAN DETAIL ASSEMBLIES ARE OVERLAPPING,SEE PROJECT REGISTERED DE51GN PROFESSIONAL. � &� �
<br /> o � a a a a � ° a a � . ° e. FOR MISIIVSTALLATI�NS AND INSTA��ATIONS NOT REPRESENTED!N THESE DETAIIS, SEE
<br /> a ° ° °a � a aaa ° PROJECT REGISTERED DESIGN PROFESSIONAL.
<br /> a � � d � °� a a ' f. QIMEN510NS AND DISCREPANC(E5: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, sT
<br /> EDGE OF CONCETE CONDITIONS, ELEVATIONS, ETC.PRIOR Td INSTALLATION OF ANY ANCHOR RElNFORCEMENT 90 3548 �
<br /> o,� RA L EN � ��
<br /> ASSEMBLIES. IF ANY DtSCREPANCIES ARE FOUND THEY SHOULD BE BROUGNT TO THE Fs �`
<br /> TYPICAL WALL PERPENDICULAR TO SLAB EDGE ATTENTION OF THE PROJECT REGISTERED DESIGN PROFESSCONAL FOR CLARIFICATION PRIOR s�°N A� EN
<br /> ro coNs7�uc�r�an,. 03-29-0�0��202
<br /> g. SLAB PENETRATIONS: UNLESS AUTHORI�ED BY PROJECT REGISTERED DESIGN PROFESSI�NAL,
<br /> NO VERTICAI SLAB PENETRATIONS TO BE WITHIN A DIMENSION EQUAL TO 4 X SLAB THICKNESS COPYRIGHT CO2005, ALL RIGHTS RESERVED
<br /> FROM THE ANCHOR BOLT.
<br /> 3. SLAB FLEXURAL REINFORCEMENT: SHALL BE SPECIFIEO BY THE PROJECT REGISTERED DESIGN SUBMITTAL/REVISIONS
<br /> TYP. SAR HEAD STAMP & SHALLOW TYP. WALL PERPENDICULAR TO SLAB TYP. EDGE OF SLAB PARTIAL PLAN PROFESSIONAL.
<br /> 4. CONCRETE: STRENGTH AND QUALITY PER PROJECT SPECIFfCATIONS AND STRUCTURAL GENERAL # DATE DESCRIPTION
<br /> ANCHOR KIT � EDGE 2 DETAIL 3 NOTES.
<br /> NO SCALE NO SCALE NO SCALE
<br /> . . . d. . � .. � .
<br /> ° � a 2 1�"CLEAR, a °
<br /> CONCRETE WALL BELOW s�e A�os wE�oaa�E a a wi+/-Z'TOL�RiYNCE°,TYP.a � a
<br /> , REINFORCING BARS x a g ' a
<br /> d a � a aa ° a aa 3'-4"LONG AT 4 2'O.C. ° ° ° a8 � °
<br /> a aa
<br /> d r a
<br /> a ° a , a a #5 BAR ANCHOR / a a ° A � e a a s � a o' °
<br /> ° a ° Q a a a , REINFORCEMENT, A a a a a #5 BAR ANC�PiOR A ° a� ' ° ° d°
<br /> ° SA1.25-10H-XXKT SEE $� d PIECES'A' a a d ; a � REI�YFORC�MENT; a 4 � a ° a a , a a
<br /> w � ° n � � SEE DETAIL 11 a a ,PIECES'B'&'C', ° , a
<br /> � � 4'-1" MIN. � a ° a a � °° CONCRETE WALL BELOW � m a sE�oErAi��� . �' ° , ° a� � a a a � a �
<br /> ° ° � ° a CONCRETE WALL BELOW g � a ° ° �ocaTE sH.a��ow ° ° a a
<br /> Z aG � a a a a / a a r uja a a a : 0 2-0#6A706WELDABLE �' a
<br /> � ° a a � 6 4 a a ���z °� ° F�EINFORCING BARS x " w a ANCHOR AS SHOWN � e ° Q °
<br /> U a a ° a a a g + o- 7'-0"LONG AT 2 1��O.C., � a a a .
<br /> � � , . , . ° . �} a . � 2 U° . . a . <
<br /> . Q. ' � .. . 4 ' Q.d . � ' , � . F. . . . L a . �
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<br /> � _ a S L ANC
<br /> a a a HAL OW HOR
<br /> p a ° a° a a ° a SA1.25-10H-XXKT SEE� �o a : ° a a .'" �� � d ° a
<br /> — d �, . a d N a e ..,
<br /> w . � - . � . . d d� . . �' O . F a . a�. a . ap d � a .
<br /> r^ Q � d � � . . d4 G . � C. . . . Q � O . . , . L _ . A1 �11MIN. a � ° � � Q . ' d . Q .. . O� a� . .a d � . .. e . . Q � a . . .
<br /> lJ . ._ d � ' a . 4 a 4 .
<br /> � � .. � a � � -� � d � 4 . ' . �� .. r � Y . . � . .. p ..d . � . .. .. � .
<br /> _� a a a CONCRETE WALL BELOW ° � a , a a
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<br /> Q d O. � d' . tl . a. _ � Q. . .. . - da d . d Z p . 6 �d . . . O Q . � � ' � _ _ . ..d L,. Q�d ...Q ..a .... da ;aa d da a.. da. ��
<br /> d � . O . . Q . . � . . � . . e� � . � a . � .
<br /> EDGE OF CONCETE U � � #aBAR CONCR TE ° � � ° a � �a ° �
<br /> L� a d THREADED ROD ° , ,
<br /> Q a a a o B HAIRPIN SLAB EDGE w w � w w e a #5 BAR ANCHOR a a , ,
<br /> TYPICAL MID SLAB PARTIAL PLAN DETAIL ° Z � cENTERANCHORBOLTWITH DOUBI.E �� o�� a a e a
<br /> W ° a ° REINFORCEMENT �z x O z
<br /> � a . � a d a a a ANCHOR REINF.PIECE'A' NUTTED TO BELOW W� Z w � g REINFORCEMENT, Q a a
<br /> � � ° a a ° a a ° SEE DETAIL 11 PLATE WASHER 10"WIDE BAND, �� Q J� 'a SEE DETAIL 10 °a d Qa d
<br /> o � g aa
<br /> N E A R E D G E 1- L A Y E R P L A N SE E S E C A-A �o : o o � ` , ' ° °
<br /> W a a a d ° o o d SIMI R N m a � ° �e a Q
<br /> a a a a #4 HAIRPIN BOT a ° ° a a °
<br /> EDGE OF CONCETE SLAB REINFORCEMENT SEE DETAIL 11 Z�a ALL FLEXURAL Q d d � a a a , a
<br /> REINF.TO ' '
<br /> TERMINATE AT � ° a a ��
<br /> TYPICAL MID SLAB PARTIAL PLAN DETAIL EDGE WITHA �' FLEXURAL REINFORCEMENT �
<br /> STANDARD HOOK. NOT SHOWN IN PLAN FOR CLARITY
<br /> 4 ° � " MIN
<br /> a � � ro aNCHOR REwF. AWAY FROM EDGE 6-BAR PLAN �
<br /> SLAB FLEXURAL � 2y4'CLR r
<br /> REWFORCEMENT BY SLAB FLEXURAL i'�
<br /> TYP. M I D S LAB PARTIAL P LAN D ETAI L 4 TYP. M I D S LAB PARTIAL P LAN D ETAI L � REGISTERED DESIGN #5 BARANCHOR #5 BARANCHOR REINF PIECE REINFORCEMENT BY N
<br /> REINFORCEMENT,SEE DETAIL 11 'A',SEE DETAIL 11 *8-#5 MINIMUM @ TOP TO
<br /> PROFESStONAL. REGISTERED DESIGN gE PLACED EACH WAY MINIMUM EDGE DISTANCE=4'-1"
<br /> NO SCALE NO SCALE AT MINIMUM,4-#5T0 BE NEAR EDGE 1- LAYER, SECTtON B-B PROFESSIONAL. IN 20"WIDE BANDS M ♦/�
<br /> PLACED AT TOP EACH AT MINIMUM,8�#5 TO BE V♦
<br /> 4-#5 MINIMUM @ TOP TO
<br /> WAY,CENTERED ON PLACED @ TOP � �
<br /> BE PLACED EACH WAY
<br /> THE ANCHOR,L=(3 X t) MINIMUM EDGE DISTANCE=4'-8" EACH WAY,CENTERED
<br /> IN 10"WIDE BANDS
<br /> +(2.25 X t)+(2 X I�FOR THREADED ROD DOUBLE ON THE ANCHOR, SHALLOW ANCHOR
<br /> 3-#5 A706 WELDABLE PARALLEL TO EDGE&L NUTTED TO PLATE WASHER L=(3 X t)+(2.25 X t)+(2 X I�.
<br /> ° a REINFORCING BARS x =(3 X t)+(z,25 X t)+�pERP.TO EDG . #5 BAR ANCHOR n,
<br /> a a ° � a � REI FRPIECESO B'& REINFORCEMENT, ' ���
<br /> aa , 3'-4"LONG AT 4 z'O.C. SEE DETAIL 10 n' �
<br /> #5 BAR ANCHOR � � ` a a ° ' a ° � � 'C',SEE DETAIL 11 a V/
<br /> a Qa a � z
<br /> REINFORCEMENT, A < ° a a #5 BAR ANC�IOR A a n ° a ; � � a � O
<br /> P I E C E S'A' � a a � REI l SFQRC@MENT; ° ° :a a ° � Q° � a �
<br /> .. � a a� e �.o� �Q . .G � � ° � a� a �� 4
<br /> SEE DETAIL 11 ° a � a aPIECES'B 8�'C', � � (�
<br /> � ° ° m ,SEE DETAIL 19 ° � v
<br /> � � .� . � � Z
<br /> � B d e RE NFORCEM�ENT, �O
<br /> _INU° ° a a a a q ° 2-#6 A706 WELDABLE #5 BAR ANCHOR 1'k12"x1'-0"PLATE p W �>
<br /> Z I�EINFORCING BARS x REINFORCEMENT � � I
<br /> � +� a � 7'-0"LONG AT 5"O.C. � PARALLEL TO EDGE, WASHER 00 p SEE DETAIL 10 U U '^
<br /> a a a a a a �o� ° ° Q a a a sEE oE,-A��„ �" AWAY FROM EDGE 6-BAR SECTION � v�
<br /> a ° ' a ° ° e � e ��a a a � e °° ° aa a ° NEAR EDGE 1- LAYER, SECTION A-A �
<br /> r a a a a � a a a � . a a Z-� S
<br /> - a � H O L D O W N N E A R S L A B E D G E 6 H O L D O W N A W A Y F R O M E D G E 7 � �
<br /> #5 BAR ANCHOR A a ? a ° a ° 8 Q a A �
<br /> REINFORCEMENT, ° a � ° a ° ° P a ° �
<br /> PIECES'A,' ` a � ° g , #5 BAR ANCHOR J
<br /> SEE DETAIL 10 � e REINFORCEMENT, NO SCALE NO SCALE H O W�/
<br /> � B ' � a PIECES'B'&'C 1— LL
<br /> �' a a° THREADED ROD CONCR TE J W F— M
<br /> W 1 1 1 w
<br /> a SEE DETAIL 11 #4 BAR c� __
<br /> a a a a` . B DOUBLE HAIRPIN SLAB EDGE m z
<br /> a � >
<br /> a w ° � , , ° °a CENTER ANCHOR BOLT WITH NUTTED TO REINFORCEMENT �v~i
<br /> PLATE WASHER O W
<br /> �;�z� ° a ° o a a � ANCHOR REINF.PIECE,A' BELOW v� �
<br /> +� a d � ' " SEE DETAIL 11 Q o �-
<br /> Lm ~ - � .d � � . o � J LL1 .
<br /> � . dJ a� �e °d � de a . �U ZW
<br /> �° �°� a , �° a� aa �o°WIDEBAND, � 6dbBENDDIAMETER 11"
<br /> N � d a a a a a =o NEAR EDGE 1- LAYER PLAN SEE SEC A-A � TYPICAL
<br /> N �' a Q a a d d a z W SIMI R � ^ � I
<br /> o a aa a a ° a a Q� a a ALL FLEXURAL -� �I � d
<br /> � a d a ° a o - aa M� SLAB REINFORCEMENT REINF.TO � �-- _ � : ��
<br /> y ' � � ° � TERMINATE AT 6dbBEND DIAMETER w = M O
<br /> � a SHALLOW ANCHOR e a EDGE WITH A TYPICAL 4 �$ �C� '-'U �
<br /> � � #4 BAR HAIRPIN � w �, O
<br /> � CENTER ANCHOR BOLT WITH C O N C R E T E a S T A N D A R D H O O K. f—
<br /> E B REINFORCEMENT
<br /> = ANCHOR REINF. PIECE'A' SLAB EDGE � a ° ° J .-. � �� = O h
<br /> o BE�ow a � ,' MIN � � � CONCRETE I d � m
<br /> a a a O ANCHOR REINF. �� + w �1 d STRENGTH (in.) _
<br /> � SHALLOW ANCHOR FOR PERPENDICULAR TO EDGE, 1- LAYER PLAN ° � zti;'CLR �= N o �pS;� �
<br /> � ALLFLEXURAL
<br /> � 13, REWF.TO #5 BAR ANCHOR #5 BARANCHOR REINF.PIECE �W N•U 5,�0� 19 L=2(h+1 14"� +2���+ ��" � U
<br /> �, SLAB FLEXURAL REINFORCEMENT #4 HAIRPIN BOT TERMINATE AT REINFORCEMENT,SEE DETAIL 4 'A',SEE DETAIL 11 �� _ �, � z Z �/'�
<br /> .
<br /> � BY REGISTERED DESIGN EDGE WITH A
<br /> � m + �'�4�� ELEVATION VIEW, OF PIECES 'B'&'C' PRIOR TO HORIZONTAL BENDS � �J
<br /> w, STANDARD HOOK NEAR EDGE 1-LAYER, SECTION B-B * � L=2(h + 1 y4") +2(� +4 �$" � _
<br /> � #5 BAR ANCHOR "NOTE: �
<br /> � �
<br /> � d SLAB FLEXURAL �
<br /> REINF.PIECE�a�, WHEN LABELED AS
<br /> �' a a d ° a SEE DETAIL 8 REINFORCEMENT BY L=2(h+1 ti4"� +2���+4�" U
<br /> PIECE'A'AT EDGE, a �
<br /> N a a a �a _ PRO ESSIONAL.SIGN h=t-(1.5°+BOT. �yz �
<br /> a #5 BAR ANCHOR
<br /> Q, REINF.PIECES'B' AT MINIMUM,4-#5 TO BE COVER � �
<br /> o ����,SEEDETAIL4 PLACEDATTOPEACH � FULL LENGTH ANCHOR REINFORCEMENT = 6dbBE"° � z �
<br /> i WAY,CENTERED ON 4-#5 MINIMUM @ TOP TO � DIAMETER � O Q
<br /> BE PLACED EACH WAY � VERTICAL
<br /> ° SHALLOW ANCHOR FOR PERP TO EDGE� �- LAYER, SECTION B-B THE ANCHOR,L=(3 Xt) IN 10"WIDE BANDS MINIMUM EDGE DISTANCE=4'-8" TYPICAL BEND LOCATIONS VERTICAL U
<br /> AT MINIMUM.4-#5 TO BE +(2.25 X t)+(2 X la FOR THREADED ROD DOUBIE BEND Q
<br /> � 4-#5 MINIMUM @ TOP TO PARALLEL TO EDGE&L 6d BEND �
<br /> i PLACED AT TOP EACH gE PLACED EACH WAY MINIMUM EDGE DISTANCE=4'-8" NUTTED TO PLATE WASHER b �70deg LOCATIONS � �
<br /> u3, WAY,CENTERED ON IN 10"WIDE BANDS =(3 X t)+(2.25 X t)+�pERP.TO EDG . #5 BAR ANCHOR DIAMETER
<br /> TYPICAL � O
<br /> REINF.PIECES'B'& z
<br /> ? THE ANCHOR,L=(3 x t) 'C',SEE DETAIL 11
<br /> f0 +(2 x I�FOR PARALLEI SHALLOW ANCHOR
<br /> a TO EDGE&L=(3 x t)+�pERP.TO 5 BAR ANCHOR a a O
<br /> y REINF.PIECES'B' #5BAR ° , a PLAN VIEW, PIECE 'B' PLAN VIEW, PIECE'C' U �
<br /> 3 &'C',SEE DETAIL 4 ANCHOR o �
<br /> '� � a , , REINF.PIECE ° a O �
<br /> � a ° e a �A�PARALLEL ANCHOR REINFORCEMENT AT EDGES, PIECES B & C w o =
<br /> E
<br /> � y a ` TO EDGE,SEE #5 BAR ANCHOR � `� T `"
<br /> a° ,,,.,,,.,. ° , ; DETAIL 8 REINFORCEMENT 1"x12"x1'-0"PLATE O�
<br /> H
<br /> PARALLEL TO EDGE, WASHER �p
<br /> � #4 HAIRPIN BOT SEE DETAIL 11 U V DRAWNBY
<br /> � NEAR EDGE 1- LAYER, SECTION A-A NEAR EDGE 1- LAYER, SECTION A-A
<br /> FULL LENGTH ANCHOR A�
<br /> �
<br /> �
<br /> � HOLDOWN NEAR EDGE 8 HOLDOWN NEAR EDGE g REINFORCEMENT � � ANCHOR REINFORCEMENT AT EDGES � � SHEETNUMBER
<br /> �
<br /> ��
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<br /> �� NO SCALE NO SCALE NO SCALE NO SCALE
<br /> -� 5 . 05
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