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<br /> " MEASURE 1'TIEN DRAWING Z
<br /> LS NOT TO SCALE
<br /> 1 1,1,,04H224 p�'�Q
<br /> O TONAL E,4 `,4' 11
<br /> f'IONAL ENO\ 'T''
<br /> CEILING CONNECTION CEILING CONNECTION CEILING PANEL BEAMS
<br /> TO TRANSVERSE WALL CEILING PANEL BEAMS TO LONGITUDINAL WALL SHOWN SCHEMATICALLY, ` H
<br /> PER DETAIL 0 SHOWN SCHEMATICALLY, PER DETAIL© SEE SHEETS SS6-SS10
<br /> SEE SHEETS SS6-SS10 FOR DETAILS 10'-0"x7'-6" CONC. _ �m
<br /> COUPLERS ® EA. BLOCK TYP. FOR DETAILS TYP. PILASTERS BEYOND "+ o
<br /> COURSE TO CONNECT _ ® 1 ® a0'-o" �I �o�
<br /> VERT. RODS, SEE INI�ITIMITIMITIMITI�IT1�1II1 /J J —1_ I �2 n
<br /> SHEETS SS11-SSi3 FOR ' H�f��1��11�1■11l■■1■■1l - .I Llr+� �_: 1�_g^ I ti 3 4 a e + = 3 T m
<br /> DETAILS, ttP. ■ ■■ - _ o<-
<br /> ���l��L�1l��L�\��'� z r COURSE 5 e B�OCKECOUR EAT H �af.
<br /> VERT. 1"0 A449 HIGH r€ f -- � S 0 -i°
<br /> STRENGTH THREADED RODS ..O'er - ilV.I
<br /> Er CONNECT VERT. RODS, mo"
<br /> CONNECTING CONC. BLOCK t� _.. VERT. 1t "0 A449 HIGH I - VERT 3'i 0 THREADED ROD i SEE SHEETS o CL IL ,f
<br /> COURSES, SEE SHEETS 3 VERT. 3�"0 THREADED ROD _ COURSE 4 STRENGTH THREADED RODS - CONNECTING BPE BLOCK SS11-SS73 FOR
<br /> SS11 SS13 FOR DETAILS i �g CONNECTING BPE BLOCK - CONNECTING CONC. BLOCK - COURSES, TYP. SEE SHEETS - DETAILS, ttP. /
<br /> is 1 '-' COURSES TYP. SEE SHEETS '� ' COURSES, SEE SHEETS "_ SS11-SS13 FOR DETAILS a
<br /> . '^��' Po
<br /> 6" JOGS IN BPE BLOCKS, SS11-SS13 FOR DETAILS """ SS11-SS13 FOR DETAILSNI
<br /> � �-- % 6" JOGS IN BPE BLOCKS, _�� I
<br /> O } O CONC. WALL BLOCK 5 1": _�_ - - - I S6ei_...---- C9 (n
<br /> KEY, SEE SHEETS DON'T ALIGN WITHALTERNATE N SO CONC.SEAMS - COURSE 3 `3 �>� DON'ALTET ALIGN WITHNATE NCONC.SO SEAMS -- � Z W H-
<br /> DETA SS13 FOR CONC. WALL BLOCK 9i
<br /> DETAILS, ttP. BLOCK SEAMS BEYOND, TYP. WI KEY, SEE SHEETS BLOCK SEAMS BEYOND, TYP. ZI 1n m
<br /> a 1 _ VERT. CLEAR, HORIZ. TIN THREADED RODS 1 SStt-SS13 FOR �slj� VERT. CLEAR, ��II I RODS CONNECTING BPE Z x<
<br /> 5'-0"x5'-0"x2'-6" CONNECTING BPE BLOCKS TO c _ Tt DETAILS, ttP. BLOCKS TO CON W
<br /> CONC. BLOCKS, TYP., mmot CONC. TO BPE CONC. BLOCKS, TYP, SEE M � CONC. TO BPE BLOCKS E SHEET J O
<br /> STAGGER BETWEEN .- SHEETS SS11-S513 FOR DETAILS "'" IN O r "
<br /> COURSES - 2'-6" THK. BPE '""' %- COURSE 2 I ,= I SS11-SS 3PFORE DETAILS W
<br /> ,- '� �" 5'-0"x5'-0"x2'-6" 3s 2'-6" THK. BPE T ��` _
<br /> 1�� - BLOCKS, ttP., STAGGER BPE BLOCK CONC. BLOCKS, TYP., � � BLOCKS, TYP., STAGGER I W
<br /> (E) 10" BETWEEN COURSES COURSE 1 VERT I miW j BPE BLOCK IriI
<br /> IX
<br /> S.O.G., TYP. Minn ROD CONNECTION STAGGER BETWEEN ��� BETWEEN COURSES COURSE 1 VERT I' 1. W
<br /> _ ' PER DETAIL© :- - "' COURSES rs5+�--\ ROD CONNECTION�.
<br /> I COURSE 1 MLW 1
<br /> (E) AS THK. i � F `► i (E) 10" ®�; II
<br /> PER DETAIL ON I _
<br /> PRECAST CONC. S.O.G., I
<br /> WALL, TYP. 111N I• . - — I ..... I--'
<br /> I �'. I I TYP I I I D
<br /> '+
<br /> .Yr"
<br /> (N) 3'-0" MAT FOUNDATION, I
<br /> -,' WALL ANCHORAGE AND REIN. NOT SHOWN FOR - 0
<br /> WALL ANCHORAGE AND 3'-0" MAT FOUNDATION, —
<br /> (N) MAT FOUNDATION CLARITY, SEE SHEETS (N) MAT FOUNDATION REIN. NOT SHOWN FOR
<br /> PER SHEETS SF4-SF7 CLARITY, SEE SHEETS
<br /> (N) FOOTING LINE PER SHEETS SF4-SF7 SF1-SF7 FOR DETAILS SF1-SF7 FOR DETAILS
<br /> L.LJLi
<br /> BEYOND, TYP. — Li
<br /> LONGITUDINAL ENCLOSURE SECTION O TRANSVERSE ENCLOSURE SECTION O = D__
<br /> 3/16" = 1'-0" 3/16" = 1'-0"
<br /> 2 V)
<br /> CEILING PANEL BEAMS rr
<br /> SHOWN SCHEMATICALLY,
<br /> Vrn�
<br /> SEE SHEETS SS6-SS10
<br /> FOR DETAILS
<br /> CEILING CONNECTION LJ__I
<br /> TO PILASTER PER 5' 0" 40'-0" 4.-f 5-0' W DETAIL© ' SH I,E1
<br /> FFT NOTES: Z
<br /> � • •, • - 1. EXISTING CONFIGURATION, GEOMETRY, AND ELEVATIONS ARE BASED ON (n N
<br /> �TYp. A TOME 'r�'_I�,rJ —.rJ.® r,J. .®1l��'# 1-9 DRAWINGS PREPARED BY LANCE MUELLER & ASSOCIATES FOR THE W }N 00
<br /> -, (= _ y „---1 1 -EVERETT TECH" BUILDING ADDENDUM #2 DATED AUGUST 20, 2021. O _. m
<br /> CONTRACTOR TO VERIFY GEOMETRY IN FIELD AND NOTIFY THE PROJECT Lil U1
<br /> ENGINEER IF CONFLICTS OR DISCREPANCIES EXIST. Z ~ = W Q
<br /> 2. SEE SHEET SS3 FOR WALL PLANS AND BPE SCHEDULE AND SHEETS U (n Z I
<br /> MN--- - XII -- SS11-SS13 FOR WALL BLOCK DETAILS. O F-- LU L j
<br /> 3. FOUNDATION REINFORCING AND ANCHORAGE IS NOT SHOWN FOR CLARITY.
<br /> I 2'-6"THK. l SEE SHEETS SF1-SF7 FOR DETAILS _I ( W Z
<br /> 4. BPE BLOCKS SHALL BE ASSEMBLED OF BPE MATERIALS SUCH THAT THEY -D O Fr)ct
<br /> r's"•- BPE, ttP. BEHAVE AS RIGID ELEMENTS. CONTRACTOR/OWNER TO SUBMIT MEANS OF W I— 0 J —W
<br /> ___._ ASSEMBLY FOR BPE WALL BLOCKS. _ (n a_Ct = -ZJ
<br /> �H": �i. __ _ _ 5. BPE BLOCK JOGS SHALL BE 6"WIDE BY 6"THICK AND LOCATED TO
<br /> 10'-0"x7'-6" CONC. PILASTERS 20'-6" PASS-THROUGHS ..,=,-- ENSURE THAT BPE BLOCK SEAMS ARE NOT CONTINUOUS THROUGH THE FULL
<br /> 22'-0" DEPTH OF THE BPE BLOCK. BPE BLOCK JOGS SHALL BE OFFSET 6" FROM LM1y
<br /> w/ PASS-THROUGHS, REIN. VERT. CLEAR,
<br /> NOT SHOWN FOR CLARITY, TYP. ----- - - CONC. TO BPE CONT. THROUGH THE CONNECTED CONCRETE BLOCK SEAMS. 8
<br /> ,` BPE, TYP. - _,___-_-- 6. PILASTERS SHOWN SCHEMATICALLY. SEE SHEET SS14 FOR PILASTER DETAILS. N
<br /> HORIZ.Xz"0 THREADED 7. UNLESS PROVIDING TEMPORARY ACCESS TO THE INTERIOR OF THE SHIELDING N
<br /> ./� STRUCTURE, ALL WALL BLOCKS AND CEILING PANEL BEAMS SHALL BE w
<br /> mai
<br /> ROD CONNECTING BPE _ INSTALLED AND POSITIVELY CONNECTED USING THE CONNECTION HARDWARE
<br /> PANEL TO PILASTER DETAILED HEREIN. SAFE OPERATION OF THE STRUCTURE AND COMPONENTS
<br /> (E) 10" PER DETAIL 0 = DURING TYPICAL USE OR WHILE PROVIDING INTERIOR ACCESS IS THE
<br /> LJJ
<br /> S.O.G., TYP. - ,-' -- Mr RESPONSIBILITY OF THE OWNER.
<br /> SHEETI
<br /> NOTE: FY
<br /> - i -- - r DRAWINGS SHOW FULLY ASSEMBLED STRUCTURE. Z
<br /> :/,--2,_0,,f-7-_,
<br /> - - WHEN BLOCKS ARE MOVED DURING CONSTRUCTION, w (1
<br /> OR DURING OPERATION TO ACCESS THE INTERIOR �Z 0 O
<br /> OF THE SHIELDING STRUCTURE, THE OPERATOR 0 J F-
<br /> SHALL ENSURE THAT CONCRETE"' 6. '.. I -. MOVED AND STACKED WITH CARE AAS NOT AREND BPE O 0
<br /> I - DAMAGE ANY ELEMENTS. v'ri LZ N
<br /> I (N) 3'-0" MAT FOUNDATION,
<br /> \ REIN. NOT SHOWN FOR
<br /> --.�WALL ANCHORAGE AND CLARITY, SEE SHEETS
<br /> (N) MAT FOUNDATION SF1-SF7 FOR DETAILS JOB No.
<br /> PER SHEETS SF4-SF7 2202-0023
<br /> 1~
<br /> DRAWN CHECKED
<br /> NRW WJS
<br /> TRANSVERSE SECTION 0 PILASTERS O DATE 09/02/22
<br /> 3/16" = 1'-0" REVISIONS
<br /> SHEET SS5
<br /> 13 OF23
<br />
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