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D NOOCE 1 JOHN
<br /> 3" DEEP RECESSED vP�of was�440
<br /> BPE BLOCK, SEE HSCNW1 SIMPSON RIGGING PER REGION FOR WASHER x 1ws BAR DOES NOT N 7�y�,�4 0�
<br /> BPE BLOCK DETAILS © COUPLER EQUN. CONTRACTOR, BRACE R, (2) PER HALF
<br /> ° raEASURE'T TO SCA'TIEN DRAWING F-7 :T
<br /> (OR ) DETAIL NOTE:
<br /> ON SHEET SS13 AM 0 TOP OF EA. AS REQUIRED FOR BLOCK TYP.
<br /> WISIM. COURSE, TYP. STABILITY 5TH COURSE BLOCKS DO ,
<br /> WALL BLOCK DOWELS km NOT HAVE A BPE BLOCK
<br /> r HORIZ.Nz"0 THREADED _ �iSIM. 0 INTERFACE BEYOND, DAYTON SUPERIOR P53 V
<br /> STRENGTH THREADED VERT. 1"0 A449 H ROD •^y f•@0•r NAL:oft, flta,�
<br /> DIRECTLY ATTACHED. 4 ORAL
<br /> CENTERED ON CONC. EYE ANCHOR & P60 01+41_E
<br /> ROD CONNECTING BPE - BLOCK, PER DETAILe `:J `;J w/4"x4"x%"WASHER PL SHEET NOTES,; ‘''.
<br /> I TENSION BAR, OR EQUIV., I`I I 1. NOMINAL BLOCK DIMENSIONS ARE REPRESENTED IN
<br /> TO CONC. BLOCK, 1" I.D. & NUT, LOCATE PER
<br /> _ _ MIN. 2-TON SAFE
<br /> SCH. 40 PVC THROUGH WORKING LOAD RATING 1-0" DETAIL O THE DRAWINGS. CONTRACTOR/OWNER ARE =+
<br /> SLEEVE I I VERT. 1"0 A449 HIGH o� 2'-6"x2'-0"x2'-6" RESPONSIBLE FOR DETERMINING ACTUAL BLOCK ` 2
<br /> STRENGTH THREADED ROD
<br /> ____ 0 r CONC. BLOCK DIMENSIONS TO ACCOMMODATE CONSTRUCTION ANDla -q
<br /> ROD 3" OFFSET FROM I o ROD, HSCNW1 SIMPSON 2)¢" I.D. 6" LONGEl SERVICEABILITY/SHIELDING REQUIREMENTS. W 5 $
<br /> BLOCK CL, EITHER SIDE COUPLER (OR EQUIV.) ® 7X1" I.D. SCH. 40 SLEEVE ®TOP, TYP. T&B KEY PER DETAIL DAYTON SUPERIOR P53 2. BPE SECTIONS SHOWN SCHEMATICALLY. SEE SHEET v�i�
<br /> TOP OF BLOCK, TYP. PVC THROUGH ❑ EYE ANCHOR & P60 SS13 FOR BPE DETAILS.SLEEVE, TYPOTENSION BAR, OR EQUN., 3. ALL COUPLERS SHALL BE RATED TO EXCEED 125%"///-
<br /> VERT. 1"0 A449 HIGH I I MIN. 2-TON S4FE OF THE CONNECTED ROD STRENGTH. HIGH STRENGTH 2'-6x5-0"x2'-6" 1�--� COUPLERS ARE REQUIRED WHEN CONNECTING TO
<br /> STRENGTH THREADED WORKING LOAD RATING,CONC. BLOCK HORIZ.Xz0 THREADED ROD 3'-0" '- " ' " md�ROD, TYP. LOCATE PER DETAIL HIGH STRENGTH THREADED RODS. zCONNECTING BPE TO CONC. O AL CHAMFER, O 4. EYE ANCHORS AND RIGGING EQUIPMENT SHALL HAVE
<br /> EYE ANCH. �ylyl BLOCK, 1" I.D. SCH. 40 �s
<br /> l�J * T&8 KEY PER ALL CORNERS A WORKING LOAD RATING IN EXCESS OF THE LIFTED
<br /> &VERT. ROD i PVC THROUGH SLEEVE,
<br /> - 9„ DETAIL 11 Xa"x3"x3" I( WASHER, DBL. SAFETY
<br /> COMPONENT 5:1.NSIOERING A MINIMUM FACTOR OF
<br /> CL BLOCK e NUT, TYP.
<br /> & KEY ---�---- TYP' q HORIZ. (})N O
<br /> 9" ROD ii
<br /> HALF CONC. BLOCK - PLAN O W N
<br /> EYE ANCH. DAYTON SUPERIOR P53 -- z W {- 00
<br /> (� EYE ANCHOR & P60 1'-0" (COURSE 5) 1/2" = 1'-0" Z (n O
<br /> &VERT. ROD - W
<br /> - 5" TENSION BAR, OR EQUIV.,
<br /> MIN. 2-TON SAFE Xz" CHAMFER, Z = Q
<br /> © T I %"0 HOLES IN BPE CONC. BPE W_
<br /> T WORKING LOAD RATING ROD TO COUPLE ALL CORNERS rL BLOCK & TO SLOT OVER BLOCK BLOCK J O I-
<br /> in
<br /> 0 I f. w/COURSE BELOW (OR DOWEL R DOWEL RODS - () - r
<br /> %" CHAMFER, ��9"'L 9" FOUNDATION ANCHORAGE • I (� A DOWELx RODS 4" SMOOTH
<br /> W
<br /> __/
<br /> 6" I I 6" PER SHEETS SF1-SF7) T&B KEY BEYOND S
<br /> SLOT INTO HOLES ct
<br /> -'"--' DOWEL RODS TO - -= W
<br /> _ 4 x4 SMOOTH
<br /> in
<br /> ALL CORNERS J INVERTED BOT. PER DETAIL 5 BPE ''-=0 :'_ _ 06" o.c. E.W.
<br /> / I KEY 0 COURSE 1 e BLOCK F`:_`-_?,- `- i SLOT INTO HOLES - - W -
<br /> CL EYE ANCH.J CL VERT. t.EYE ANCH. TYP. -= :I:' -::_ 06" o.c. E.W. _ _ : � LJ
<br /> ROD. KEY. __- _` _ CI
<br /> _---- ___¢. BLOCK &
<br /> 4 DOWEL R
<br /> & BLOCK - '• 12"x12"x*" R -
<br /> CONC. :sir^: CENTERED ON INTERIOR
<br /> HALF CONC. BLOCK - PLAN 0 HALF CONC. BLOCK - FRONT 2 BLOCK I CONC. BLOCK FACE (—
<br /> (4) "x4• TO HOLES R BPE CD
<br /> (COURSES 1-4) 3/4" = 1'-0" V DOWEL RODS
<br /> HEADED ANCHOR TO SLOT OVER frn� D
<br /> (COURSES 1-4) 3/4" = 1'-0" - STUDS SPACED B A
<br /> 010" o.c. E.W. Z
<br /> BLOCK TYPE DIMENSIONS COUNT PER COURSE DETAIL - DOWEL DETAIL(TOP) DOWEL DETAIL (SECTION) —
<br /> 1 2 3 4 5 TOTAL T— CD F—
<br /> IG r,I
<br /> THICKNESSi ❑0 a KEY LOCATION .. (�
<br /> TYPICAL 5'-O"x5'-0"x2'-6" 33 28 33 28 0 122 i . TYP. ALL BLOCKSCL
<br /> © `~LENGTH 9"�'1•-0"y 6" r BLOCK TOP F 3" TYP. (4))¢"x4" SMOOTH 1"TYP' (4))"x4" HEADED
<br /> CORNER 5'-0"x5'-0"x2'-6" 4 4 4 4 0 16 �� PLAN T 3^ .11 DOWEL RODS, TYP. ANCHOR STUDS, TYP.
<br /> i BLOCK FACE 11
<br /> 1• TYP.11
<br /> 0 9^ (TOP OR BOTJ, _ _ DETAIL NOTE 3" TYP. II 7 U)
<br /> "•- _
<br /> HALF 2'-6"x5'-0"x2'-6" 2 12 2 12 0 28 • RODS &ANCH. 'CONTRACTOR AND OWNER
<br /> f NOT SHOWN FOR TO COORDINATE ON " "
<br /> CLARITY, TYP. 1'-0 CONSTRUCTED DIMENSIONS CONC. ANCHOR
<br /> TYPICAL TOP 5'-0"x2'-0"x2'-6" 0 0 0 0 33 33 e r - FOR ALLOWABLE ASSEMBLY BPE DOWEL •
<br /> 1 HEIGHT TOP KEY SECTION BEYOND, TYP.
<br /> AND SHIELDING STRUCTURE I BEYOND, TYP. II I
<br /> y 6^• {. PERFORMANCE TOLERANCE. 1'-0" .I F�1'-O"�I 36" R CENTERED ON
<br /> CORNER TOP 5'-0"x2'-0"x2'-6" 0 0 0 0 4 4 e I __ I DIMENSIONS SHOWN SHALL �fi" R CENTERED ON INTERIOR CONC.
<br /> 1 �'= -'1 NOT VARY MORE THAN J¢" INTERIOR CONC. BLOCK FACE �J
<br /> I LENGTH I 3, FROM THAT SHOWN. BLOCK FACE
<br /> •
<br /> © I~ +-� 2 ^/i A-A BPE DOWEL LAYOUT B-B CONC. ANCHOR LAYOUTW T7
<br /> HALF TOP 2'-6"x2'-0"x2'-6" 0 0 0 0 2 2t I Z O
<br /> �� ELEVATION 9I" 5" I I BOT. OF �JCif N N
<br /> TOTAL 39 44 39 44 39 205 N/A L 1•-0"• BLOCK D 0>- , m
<br /> BLOCK _� PLAN ; BOTTOM KEY SECTION • TYP. WALL BLOCK DOWEL DETAIL O Z F- Li w UT Q
<br /> SCHEDULE NOTES: EDGE, TYP. U cn Z =
<br /> 1. BLOCK DIMENSIONS ARE GIVEN AS: (PLAN LENGTH)x(VERTICAL HEIGHT)x(PLAN THICKNESS). SEE ADJ. FIGURES. 1" - 1'-0" O W I!
<br /> CONC. BLOCK TYP. KEY DETAIL 5 _1 CC w z
<br /> C O N C. BLOCK SCHEDULE D O DETAIL NOTE �_I__1 I— o " .-w
<br /> 1" = 1'-0" DETAILING IS
<br /> NTS SIMILAR MIRRORED CL BLOCK & TO HOLES N BPE BLOCK
<br /> C. BPE I I ) Et = M `-
<br /> SIMILAR SLOT OVER BLOCK BLOCK V' W
<br /> ABOUT BLOCK CL. DOWEL t DOWEL RODS B A (4)%"x4" SMOOTH
<br /> CONTRACTOR AND OWNER •
<br /> TO COORDINATE/CONFIRM - (2) x4" SMOOTH7 7 DOWEL RODS TO o
<br /> RIGGING, BRACE AS T&B KEY BEYOND _____-___ • _ SLOT INTO HOLES 8
<br /> PER DETAIL BPE _ _ DOWEL RODS TO 06" o.c. E.W. I
<br /> REQUIRED FOR STABILITY O - - SLOT INTO HOLES - _- _ .4
<br /> BLOCK 06" o.c. E.W. "�
<br /> --- TY V SHEET NOTE: _ - _ __ -_Cl BLOCK &
<br /> \\\\\\_� WHEN BLOCKS ARE MOVED DURING CONSTRUCTION, \ _ DOWEL PL
<br /> OR DURING OPERATION TO ACCESS THE INTERIOR _ (J1
<br /> `.J \^J OF THE SHIELDING STRUCTURE, THE OPERATOR CONC. _-�l- - 6"x12"x�" It 0 CONC. - J
<br /> HORIZ. THREADED ROD I ! SHALL ENSURE THAT CONCRETE AND BPE ARE BLOCK - BLOCK MID-HEIGHT -
<br /> CONNECTING BPE TO CONC. •
<br /> �- 1'-0" MIN. MOVED AND STACKED WITH CARE AS NOT TO y 6• • %"0 HOLES IN BPE Q
<br /> BLOCK PER DETAIL© I DAMAGE ANY ELEMENTS. , (2)Xz"x4" HEADED TO SLOT OVER W
<br /> Mr aR9" 0 ANCHOR STUDS B A DOWEL RODS M
<br /> TYP. WALL BLOCK EDGE CONC.�4. SPACED 010" o.c.
<br /> j
<br /> PASS-THROUGH, CENTER BLOCK 0
<br /> ALT. WALL BLOCK ON BLOCK FACE rL DOWEL R DETAIL NOTE $ __I 0
<br /> DOWELS 0 CONC.-BPE ALT. WALL BLOCK DOWEL DETAIL IS J
<br /> INTERFACE BEYOND, DOWEL DETAIL(TOP) DOWEL DETAIL(SECTION) APPLICABLE TO WALL BLOCKS WITH t' Q N
<br /> LOCATE 0 MID-HEIGHT PASS-THROUGHS PER DETAIL Fn ...i
<br /> PER DETAIL a0 DETAIL NOTES: 7/SS12. WALL BLOCK DOWELS FOR
<br /> 6" 6" 1. MAXIMUM ALLOWABLE WALL BLOCK PASS-THROUGH IS SHOWN. 3" TYP. (2)Xt"x4" SMOOTH 3"TYP• (4))¢"x4" HEADED TYPICAL WALL BLOCKS SHALL BE
<br /> TYP MIN. 7'-g" MIN. LI 2. OPENING IN BPE BEYOND TO MATCH SIZE AND LOCATION OF +� DOWEL RODS, TYP. �{ ANCHOR STUDS, TYP. PER DETAIL 6/SS12. JOB No.
<br /> CONCRETE BLOCK PASS-THROUGH.
<br /> 3. WALL BLOCK PASS-THROUGHS ARE PERMITTED ONLY WHERE 1' TYP. 2 2 0 2—00 2 3
<br /> ALL OF THE FOLLOWING CRITERIA ARE MET: 3"TYP. r "
<br /> 3.1. LOCATED IN "TYPICAL" BLOCK TYPES PER SCHEDULE DRAWN CHECKED
<br /> t VERT. ROD ❑� I] 4/SS12 AND DETAIL 1/SS11. 1-D" 1-0" NRW WJS
<br /> BEYOND, TYP. 3.2. WHERE ALL SURROUNDING DIRECTLY ADJACENT BLOCKS CONC. ANCHOR BPE DOWEL "
<br /> 1'-0" MIN. ARE ALSO "TYPICAL" BLOCK TYPES WITHOUT BEYOND, TYP. BEYOND, TYP. DATE
<br /> /-
<br /> I I '
<br /> � i. 3.3. OUTSIDE OF NOTED REMOVABLE BLOCK WALL REGIONS. I=--4 I� 36" R 0 CONC.SEE SHEET SS3-SS4 FOR LOCATIONS. 36" R 0 CONC. 6" 6" BLOCK MID-HEIGHT REVISIONS
<br /> 4. CONTRACTOR/OWNER SHALL SUBMIT FOR APPROVAL THE BLOCK MID-HEIGHT
<br /> PROPOSED LOCATIONS OF PASS-THROUGH BLOCKS.
<br /> A-A BPE DOWEL LAYOUT B-B CONC. ANCHOR LAYOUT
<br /> (OPTIONAL) WALL BLOCK PASS-THROUGH DETAIL 0 ALT. WALL BLOCK DOWEL DETAIL O SHEET SS12
<br /> i'3/4" = -0" 1" = i-O" 20 OF 23
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