|
HSCNW1 SIMPSON NOME ,IOHN
<br /> COUPLER (OR EQUIV.) 0 1 .� We S
<br /> RIGGING BEYOND, �P oa SH,.1
<br /> CONTRACTOR AND 0 TOP OF EA. CONTRACTOR AND OWNER + -a-
<br /> WALL ;6 4'�'
<br /> BLOCK DOWELS CONTRACTOR AND OWNER H n 9\ o a
<br /> 0 INTERFACE BEYOND DAYTON SUPERIOR P53 OWNER TO COURSE, TYP. TO COORDINATE CONFIRM o H '�T1K era DOES HOT 3y f '�
<br /> COORDINATE CONFIRM / TO COORDINATE/CONFIRM �� MEASURE I.ncx oxewixc i
<br /> PER DETAIL EYE ANCHOR & P60 / RIGGING, BRACE AS CONC. BPE s HOT TO SCALE BPE BLOCK SHOWN 0 RIGGING, BRACE AS DAYTON SUPERIOR P53 RIGGING, BRACE AS
<br /> SCHEMATICALLY, SEE 4 3 TENSION BAR, OR EQUIV., EYE ANCHOR & P60 REQUIRED FOR STABILITY REQUIRED FOR STABILITY i BLOCK BLOCK _
<br /> _ �2 _ MIN. 4-TON REQUIRED FOR BPE BLOCKSHOWN •+<
<br /> SHEET S513 FOR WORKING 6" LOAD SAFE ` (((''' TENSION BAR, OR EQUN.,
<br /> DETAILSMIN. 4-TON SAFE `--- )" CHAMFER, pry' r71 SCHEMATICALLY,SS, ',.. azz �e
<br /> VG
<br /> BPE BLOCK SHOWNuaeI
<br /> 2¢" I.D. SCH. 40 v I I v SEE SHEET SS13 e'
<br /> LOAD RATING STABILITY ��
<br /> ---� -- WORKING LOAD RATING .^
<br /> _' -�"- _- - -----}---, -___` -,:SEEESHEET SS13 ALL CORNERS t __._.. oae�t
<br /> HORIZ. 0 THREADED `F, , '1g `T% `,% `.% ii°' ' .--FOR DETAILS
<br /> " I ! ! -.- [ I FOR DETAILS II '- -"° 'll m �c
<br /> ROD CONNECTING BPE SLEEVE 0 TOP, TYP. •i1 - - rew
<br /> TO CONC. BLOCK, 1" I.D. I °'
<br /> HORIZ.) 0 THREADED ROD
<br /> N.......H---
<br /> SCH. 40 PVC THROUGH G1 ri1 _q
<br /> SLEEVE CONNECTING BPE TO CONC. i rL HORIZ._ _,�� I t_¢___I �_I+ I R HORIZ._-- _- _'� - � _ LIJ s „� o
<br /> e BLOCK, 1" I.D. SCH. 40 PVC ROD i- )_ * 2'-6" ROD _ moo±
<br /> THROUGH SLEEVE,Ya"x3"x3" i o
<br /> 1-D", TYP. i o I I• i.I-�.•-°- I.
<br /> i-I,' WALL BLOCK DOWELS ` m '''o 1
<br /> R WASHER, DBL. NUT, TYP. F
<br /> 1 VERT. 1"0 A449 HIGH . ' - - ). 0 INTERFACE BEYOND,
<br /> STRENGTH THREADED - PER DETAIL 0 o;
<br /> DAYTON SUPERIOR P53 BPE EYE ANCHORAGE <-a ¢¢
<br /> EYE ANCHOR & P60 ^ n BLOCK -'- - �- --= BEYOND, TYP. v,
<br /> u II ROD BEYOND, TYP. _ - - m a
<br /> TENSION BAR, OR EQUIV., I-e• _ - -1. Q �7 < . : �,.-
<br /> \ 1 I.D. SCH. 40 3'-O" '-r 1 - -. a I-.- -- -- ' " R
<br /> MIN. 4-TON SAFE ' T - - _ E - DOWEL R . - CILW OU
<br /> CONC. PVC THROUGH �, - r __ _ ,.F
<br /> WORKING LOAD RATING _-I
<br /> �' i QQ Qo BLOCK SLEEVE, TYP. Y4"x3"x3" R WASHER -i - - H Ya"x3"x3" R WASHER -n•• / S `
<br /> I0 11 1 " & DBL. NUT, TYP. " & DBL. NUT. TYP.
<br /> I i VERT. 1"0 A449 HIGH �' .°-�•I.'._; :(-' "
<br /> -- --�---BLOCK STRENGTH THREADED _). - p r
<br /> T&B KEY PER II----JJ - U 0ROD. TYP. - -__._-{_ fL HORIZ.--_ L` D_ NDETAIL I & KEY ❑� �. CL HORIZ. �r�a___ _ _ } Z
<br /> 9" \ ROD -� i i -- ROD - W 00
<br /> ��TYP. ' I ° i �3 CH.
<br /> &VER EYEL N OD , � � - � -J1'-0" J _ Z WNAI O 6" lik-i_
<br /> 2<
<br /> CHAMFER, " Y = - ___ W
<br /> 5'-0"x5'-0"x2'-6" ALL CORNERS '
<br /> CONC. BLOCK I I I �, HORIZ.J4"0 THREADED HORIZ.Yz"0 THREADED ROD TO COUPLE U r
<br /> I X" CHAMFER, ROD CONNECTING BPE ROD CONNECTING BPE w/COURSE BELOW (OR W
<br /> 9" f 1'-3"�-1'-6"�I 1'-0" ROD TO COUPLE J¢" CHAMFER, CONC. BPE TO CONC. BLOCK, 1" I.D. FOUNDATION ANCHORAGE 2 In
<br /> VERT. 1"0 A449 HIGH 6"I I I ALL CORNERS w/COURSE BELOW T&B KEY BEYOND ALL CORNERS BLOCK BLOCK TO CONC. BLOCK
<br /> STRENGTH THREADED I I I (OR FOUNDATION INVERTED BOT. PER DETAIL© BEYOND SCH. 40 PVC THROUGH PER SHEETS SF1-SF7)
<br /> irk
<br /> ROD, HSCNW1 SIMPSON I I I I 0 ANCHORAGE PER KEY 0 COURSE 1 �f INVERTED BOT. T&B KEY BEYOND SLEEVE INVERTED BOT. PER DETAIL©TYP. W LWJ
<br /> COUPLER (OR EQUIV.) 0 Q VERT. BLOCK & (L SHEETS SF7-SF7) TYP' KEY 0 COURSE 1 PER DETAIL KEY 0 COURSE 1 MPTOP OF BLOCK, TYP. EYE ROD & DOWEL Ft HORIZ.
<br /> Q
<br /> ANCH. KEY ROD
<br /> TIPTYP. D
<br /> TYP. CONC. BLOCK - FRONT 2 4 C� D
<br /> O TYP. CONC. BLOCK - SIDE O TYP. CONC. BLOCK - SECTION
<br /> TYP. CONC. BLOCK - PLAN O ,,
<br /> (COURSES 1-4) (COURSES 1-4) 3/4" = 1'-0" —
<br /> 3/4" = 1'-0" (COURSES 1-4) 3/4" = 1'-0" (COURSES 1-4) 3/4" = 1'-0"
<br /> CONTRACTOR AND J in
<br /> DETAIL NOTE: OWNER TO LI_J C/
<br /> CORNER BLOCKS DO NOT HAVE A COORDINATE/CONFIRM
<br /> BPE BLOCK DIRECTLY ATTACHED. HSCNWI SIMPSON RIGGING, BRACE AS 4"x4"x3§" WASHER — W
<br /> _ COUPLER (OR EQUIV.)
<br /> DAYTON SUPERIOR P53
<br /> REQUIRED FOR EYE ANCHOR & P60 17'
<br /> R & NUT, TYP. I f1DAYTON SUPERIOR P53 _ 0 TOP OF EA. STABILITY 3" DEEP RECESSED
<br /> EYE ANCHOR & P60 SIM. COURSE, TYP. ' ' TENSION BAR, OR EQUIV., REGION FOR WASHERT&B KEY
<br /> TENSION BAR, OR EQUIV., _ MIN. 4-TON SAFE f'L & NUT, (4) PERPER DETAIL© I�_0^ RECESSEDREGIONCD/Ln (f)
<br /> MIN. 4-TON SAFE 4 2>¢" I.D. SCH. 40 WORKINGLOAD RATING ��7YP9" FORWASHERR. TYP.WORKING LOAD RATING - SIM PVC 6" LONG - 7 2 ` �:7TYP. BLOCK, TYP. �,PSLEEVE 0 TOP, TYP. DETAIL NOTE• VERT. 1"0 A449 HIGH
<br /> EYE ANCHOR & �� 3"T&B KEY PERCORNER BLOCKS DO NOT HAVE A STRENGTH THREADED ROD ._.-E �e ) BAR BEYOND, NP. R 7
<br /> BPE BLOCK DIRECTLY ATTACHED. 'Y '--'
<br /> DETAIL w/4"x4"x " WASHER R & NUT, OL
<br /> © 1'-3" VERT. 1"0 A449 HIGH
<br /> LOCATE PER DETAIL
<br /> �7 STRENGTH THREADED ❑ ❑ ��5'-0"x2'-0"x2'-6" I LLJ
<br /> TYP. rL ROD, TYP. O ( ( CONC. BLOCK L. Li r7
<br /> 5-0"x5-0"x2-6"f --- --_BLOCK '\ I I PVC(THROUGH 40 WEt 0
<br /> V)N
<br /> CONC. BLOCK I I 2-Q" I6"I DAYTON &SUPERIOR P53IEYE
<br /> EYE ANCH. J¢" CHAMFER, �� -=16"I�-- -=i F--� ANCHOR & P60 TENSION SLEEVE, TYP. } 00
<br /> I (� 0-- — 1Yi" I.D. SCH. 40 CD I- 01
<br /> t T &VERT. ROD ALL CORNERS BAR, OR EQUIV., MIN. VERT. 1"0 A449 •W (n
<br /> VERT. 1"0 A449 HIGH 6" PVC THROUGH - 2-TON SAFE WORKING LOAD HIGH STRENGTH z ~1 ~ W Q
<br /> STRENGTH THREADED I I I SLEEVE, TYP. DETAIL NOTE: RATING, LOCATE PER DETAIL THREADED ROD U (n Z I
<br /> ROD, HSCNW1 SIMPSON ' I ♦� 5TH COURSE BLOCKS DO O O W COUPLER (OR EQUIV.) 0 I I 4 {�" Yz CHAMFER,
<br /> TOP OF BLOCK, TYP. J - I - If 1'-3"-I J ALL CORNERS NOT HAVE A BPE BLOCK
<br /> 6� g" 9" 16"I g" 6" DIRECTLY ATTACHED. JElf W Z r L
<br /> U M D
<br /> I I LIJ 1— O J r-LEI
<br /> I Q EYE Q I Q. I o TYP. CONC. BLOCK - PLAN O TYP. CONC. BLOCK - SECTION O I ° _
<br /> VERT. ANCH. VERT, VERT. EYE . 8
<br /> ROD & KEY RODBLOCK ROD ANCH. )A" CHAMFER,
<br /> £-" (COURSE 5) 1/2" = 1'-0" (COURSE 5) 1/2" 1'-0" o
<br /> INVERTED BOT. 3" DEEP RECESSED I
<br /> ROD TO COUPLE KEY 0 COURSE 1 T&B KEY BEYOND REGION FOR WASHER N
<br /> FOUNDATIONB ANCHORAGE PER DETAIL© it & NUT, (6) PER DAYTON SUPERIOR P53 of
<br /> CORNER CONC. BLOCK - PLAN OCORNER BLOCK TYP. 8 EYE ANCHOR & P60
<br /> PER SHEETS SF1-SF7) ��TYP. - SIM. TENSION BAR, OR EQUIV., RIGGING PER V)
<br /> (COURSES 1-4) 3/4" = 1'-0" VERT. 1"0 A449 HIGH MIN. 2-TON SAFE CONTRACTOR, BRACE J
<br /> STRENGTH THREADED ROD WORKING LOAD RATING AS REQUIRED FOR
<br /> CORNER CONC. BLOCK - FRONT w/a"z4"x3(I"WASHER R. STABILITY Q
<br /> & NUT, LOCATE PER (.1 r11 W
<br /> 6 DETAIL 0 y r rc M
<br /> (COURSES 1-4) 3/4" = 1'-0" - '+- '�" `a `,i
<br /> RECESSED
<br /> REGION BEYOND o J 4--
<br /> SHEEP NOTES: T&B KEY ❑ ❑ 1�5'-0"x2'-0"x2'-6" -Q< U J O
<br /> 1. NOMINAL BLOCK DIMENSIONS ARE REPRESENTED IN PER DETAIL© 9"TYP a 4 ❑° CONC. BLOCK ° _ w Q
<br /> THE DRAWINGS. CONTRACTOR/OWNER ARE �� ^
<br /> RESPONSIBLE FOR DETERMINING ACTUAL BLOCK TYP. c DAYTON SUPERIOR P53
<br /> DIMENSIONS TO ACCOMMODATE CONSTRUCTION AND I 46"I►—MI6"I- ;\_EYE ANCHOR & P60
<br /> SERVICEABILITY/SHIELDING REQUIREMENTS. TENSION BAR, OR EQUIV., VERT. 1"0 A449 HIGH JOB No.
<br /> 2. BPE SECTIONS SHOWN SCHEMATICALLY. SEE SHEET Yi" CHAMFER, MIN. 2-TON SAFE STRENGTH THREADED
<br /> SHEET NOTE WORKING LOAD RATING, ROD BEYOND 2202-0023
<br /> SS13FOR BPE DETAILS. ALL CORNERS
<br /> 3. SEE '
<br /> SHEET SS12 FOR CONC. BLOCK SCHEDULE AND WHEN BLOCKS ARE MOVED DURING CONSTRUCTION, LOCATE PER DETAIL CHECKED
<br /> ADDITIONAL BLOCK DETAILS. OR DURING OPERATION TO ACCESS THE INTERIOR
<br /> 4. ALL COUPLERS SHALL BE RATED TO EXCEED 125% OF THE SHIELDING STRUCTURE, THE OPERATOR DETAIL NOTE: NRWDRAWN WJS
<br /> OF THE CONNECTED ROD STRENGTH. HIGH STRENGTH SHALL ENSURE THAT CONCRETE AND BPE ARE
<br /> MOVED AND STACKED WITH CARE AS NOT TO 5TH COURSE BLOCKS DO
<br /> COUPLERS ARE REQUIRED WHEN CONNECTING TO DAMAGE ANY ELEMENTS. NOT HAVE A BPE BLOCK DATE 09/02/22
<br /> HIGH STRENGTH THREADED RODS. DIRECTLY ATTACHED. _
<br /> 5. EYE ANCHORS AND RIGGING EQUIPMENT SHALL HAVE REVISIONS
<br /> A WORKING LOAD RATING IN EXCESS OF THE LIFTED
<br /> COMPONENT CONSIDERING A MINIMUM FACTOR OF CORNER CONC. BLOCK - PLAN O CORNER CONC. BLOCK - SECTION 1Q
<br /> SAFETY OF 5:1.
<br /> (COURSE 5) 1/2" = 1'-0" (COURSE 5) 1/2" = 1'-0"
<br /> SHEET SS 1 1
<br /> 19 OF 23
<br />
|