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15'-0"x12'-0"
<br /> 15'-0"x12'-0" (E) CRANE BEAM CEILING PANEL BEAMS BEARING REMOVABLE BLOCK WALL 0 NOTICE 1 JOHN
<br /> (E) CRANE BEAM CEILING PANEL BEAMS BEARING REMOVABLE BLOCK SOFFIT ABOVE, SEE ON LONGITUDINAL CONC. BLOCK �'of w�sgs
<br /> REGION, UNSTAGGRED, i qL
<br /> SOFFIT ABOVE, SEE ON LONGITUDINAL CONC. WALL REGION 10'-0"x7'-6" CONC. PILASTERS CRANE DRAWINGS - WALLS, SEE SHEETS SS6-SS10 1� y ti�0
<br /> ALL COURSES IF THIS BAR DOES NOT B
<br /> CRANE DRAWINGS BLOCK WALLS, SEE SHEETS (COURSES 3-5) w/PASS-THROUGHS, PER DETAIL FOR DETAILS MEASURE TNEM DRAWNG 3 � p
<br /> - SS6-SS10 FOR DETAILS I,P _ _ a NOT To SCALE VVV
<br /> 1 f~10.-0"
<br /> -y INTERLOCKING KEYS BETWEEN �0, Poo22p6"f� l
<br /> wr wr 11J1 1w if`-' 7>•-+I,.W1 1W,uu-wf o-u r�u-n Laf 1w BLOCK COURSES, (2) PER aioN•t ENo �n�
<br /> 1 + 1'-9" t4li ...1 1f-,- •r•s. t-�-1 r . I r - I- r i i r_.* r r r �- -ri Q 5'-0"x5'-0"x2'-6" CONC. COURSE 5 NP. BLOCK, SEE SHEET 10�
<br /> COURSE 5 - BLOCKS. STAGGER 2•_p^
<br /> �/���_�_��� SS11-SS12 FOR DETAILS l
<br /> f" • BETWEEN COURSES, TYP- �' 0.
<br /> 1 X
<br /> COURSE 4 107' CONCCOSRSE 4 ^- _. ._ ._ ( 1 - - ( ' _ -_ - -.. � /_ TRANSVERSE WALL BLOCK
<br /> < T ( L �- ORIENTED PERPENDICULAR 28-2" m o
<br /> 28'-2" 5-S. • • • i V.I.F. COURSE 3ui •uuiiiii 7_,
<br /> -�TRANSVERSE WALL BLOCKU111 o N m
<br /> V.I.F. COURSE 3 ( 1 - - • •I
<br /> • ❑ • . • . ❑ i INTERLOCKING KEYS BETWEEN ORIENTED PERPENDICULAR o3n
<br /> -3 - • < D • • ( 1 4 BLOCK COURSES, (2) PER COURSE 2 BEYOND, TYP, z mds
<br /> COURSE 2 - - - - X
<br /> TYP. BLOCK, SEE SHEET " ���®®®®■ ggo3 < a • • • < 1 5511-SS73 FOR DETAILS Tz o0
<br /> (E) 10• COURSE 1 O-GO"TYP. /
<br /> COURSE 1 < D ( 1 F SE//®�®�'®®1�
<br /> i S-O-G-, TYP- 5'-0"
<br /> 5'-0"
<br /> t - < • < 3 ( 1 r (E) B.1z THK. roils -• - - - - %ivy: O (.9 MO
<br /> '-• _- _ _ . ..::: _ _ -=F /ea PRECAST CONC. - -_ W 0 N(V
<br /> 'r'-'t- -4' (N) 3'-0" MAT W 00
<br /> WALL TYP. H
<br /> -'• :::-=' ' max.,. ;'� ._ . .-. : .,.
<br /> � "`l .1-.. <`. "� •�-- "�- ._ FOUNDATION, REIN. NOT r Z U)
<br /> `-� (N) 3'-0" MAT FOUNDATION, KEY FOR CONC. SHOWN FOR CLARITY, 5'-0"x5'-D"x2'-6" HORIZ.Jz"0 THREADED RODS Z W
<br /> EXTERIOR FACE / SEE SHEETS SF1-SF7 CONC. BLOCKS, EXTERIOR FACE f•(N) FOOTING LINE J CONNECTING BPE BLOCKS TO 2 Q
<br /> HORIZ.Yz"0 THREADED RODS REIN. NOT SHOWN FOR BLOCK ABOVE, (2) PER y \ (N) FOOTING UNE FOR DETAILS STAGGER BETWEEN OF CONC., TYP. BEYOND, TYP. CONC. BLOCKS, TYP, SEE W Z I
<br /> CONNECTING BPE BLOCKS TO OF CONC., TYP. CLARTY, SEE SHEETS BLOCK PER DETAIL ` J O N
<br /> CONC. BLOCKS, TYP, SEE SF1-SF7 FOR DETAILS TV 0 BEYOND, TYP. COURSES, TYP. SHEETS SS11-SS13 FOR DETAILS O LU i.
<br /> SHEETS SS11-SS13 FOR DETAILS TYP. = 1n
<br /> LONGITUDINAL WALL - CONC. BLOCK ELEVATION O EAST WALL - CONC. BLOCK ELEVATION O ��`',
<br /> CONCRETE WALL 1 3
<br /> COURSE SCHEDULE 1/8" = 1'-0" LL_I
<br /> 1/8" = 1'-0" (E) CRANE BEAM
<br /> COURSE HEIGHT (E) CRANE BEAM CEILING PANEL BEAMS, REMOVABLE HORIZ.)"m ROD ANCHORS SOFFIT ABOVE, SEE Et
<br /> CEILING PANEL BEAMS, DO NOT
<br /> SOFFIT ABOVE, SEE CONNECTING BPE PANELS TO CRANE DRAWINGS
<br /> 1 5'-0" DO NOT BEAR ON BPE. BPE REGION -- -
<br /> CRANE DRAWINGS INTERIOR FACE EDGE OF BLOCK BEAR ON BPE, SEE SHEETS
<br /> SEE SHEETS SS6-SS10 < (COURSES 3-4) PILASTERS, TYP, SEE SHEET BEYOND, 6"JOG INTERLOCKING ADJ. SS6-SS10 FOR DETAILS
<br /> 2 5'-0" FOR DETAILS SS14 FOR DETAILS _ _ __ _ - -_ -
<br /> 3 5-0" BLOCKS, ALTERNATE PATTERN SO _ t•.-10-0"-+{ REMOVABLE ) (n
<br /> BPE AND CONC. BLOCK SEAMS BPE REGION
<br /> 4 5'-0" - 15'-0" I,-15'-0" �{ DON'T ALIGN, TYP. (COURSES 1-4
<br /> 5 2'-0" zt f. 1iF1F J4J(7L_d[1N1 Tbaf fur 1uf ut_1uF ...._____ ___1,
<br /> EXTERIOR FACE EDGE PILASTER BEYONDNC. __ �� - - ��
<br /> EXTERIOR FACE - -•-�- �'- _ OF LOCK TYP I
<br /> OF BPE, TYP. T I <• + _ < 1 < r i B TRANSVERSE CONC. & BPE "� 4.1 4.5 4.6DM
<br /> EXTERIOR FACE I/la n a n a j n . I EX BPE, FA4.7 d:. - e4.1 4,2 y . a4.1 4.2 d: • . 44.1 BLOCKS ORIENTED1 A
<br /> PERPENDICULAR BEYOND, FACE EDGE LLI
<br /> HORIZ. Nt"0 THREADED RODS �'--" _ """" � EXTERIOROF BLOCK TYP C & BPE
<br /> CONNECTING BPE BLOCKS TO .� 'i < 1 - - < < �,�THREADED ODSI SEE"SHEEfS I ,'�I ®®��� �, TRANSVERSE CONC. W
<br /> ': F BLOCKS ORIENTED
<br /> CONC. BLOCKS, TYP, SEE 3.1 3.3 3.4 3.1 3.3 3.4 3.3 3.4 3.1 5 SS71SS73 FOR DETAILS, TYP. A� PERPENDICULAR BEYOND, _ D_
<br /> SHEETS SS11-SS13 FOR DETAILS ❑ - ❑ 0
<br /> =-I r--- I ��-+--- �� CONNECT w/HORIZ.1¢"0
<br /> VW
<br /> { 1 ( L < T I-- - HORIZ.)'0 THREADED RODS 2.1 THREADED RODS, SEE SHEETS
<br /> N N < IN I CONNECTING BPE BLOCKS TO ,�/ ) - I®®®®®� ,�, SS11-SS13 FOR DETAILS, TYP.
<br /> 2.1 2.2 2.1 2.2 2.1 2.6
<br /> INTERIOR FACE EDGE OF BLOCK . I�� < . 3 ( 3 ( ) A CONC. BLOCKS, TYP, SEE S �I•
<br /> BEYOND, 6" JOG INTERLOCKING ADJ. - _ • ' F. _ __ O SHEETS SS11-SS13 FOR DETAILS ( )
<br /> BLOCKS, ALTERNATE PATTERN SO .1 ' < a ( • S.O.GO"TYP. • S.O.GO"TYP. CD 1
<br /> BPE AND CONC. BLOCK SEAMS 1 6 1.1 I 1.3 1.4 1.1 1.3 - - 1.4 1.1 1.3 • - - - 1.4 1.1 1 • 111111111111111111111111111111111. CD
<br /> DON'T ALIGN, TYP. 1• . <-. .L < 3 < ! %////.
<br /> - - _ - - / (E) ay THK. _ • __ _ - -
<br /> - -- PRECAST CONC. _ -- W�8 • -
<br /> _ :t` _- __ _ _ _ _ ALL TYP. __ W (N) MAT W
<br /> to
<br /> ,,,, L-- ;. ._ ".. " - " " _ /!/// REIN. NOT SHOWN FOR FOUNDATION, NOTCH BPE TO�- z 0
<br /> NOTCH ®BOT. OF COURSE 1
<br /> /'(N) 3'-0" MAT FOUNDATION,w 'NOTCH OBOT. OF COURSE 1 `NOTCH,BPE-TO CLARITY, SEE SHEETS ACCOMMODATE HORIZ. RODS (N) FOOTING LINE W N 00
<br /> DETAIL.-NOE: REIN. NOT SHOWN FOR BPE BLOCK FOR VERT. ROD ACCOMMODATE HORIZ- RODS (N) FOOTING LINE SF1-SF7 FOR DETAILS BPE BLOCK FOR VERT. ROD AND PLATES FROM ADJ. ?'
<br /> WASHER & NUT, SEE SHEET BEYOND, TYP.
<br /> BPE BLOCK SCHEDULE CLARITY, SEE SHEETS WASHER & NUT, SEE SHEET AND PLATES FROM ADJ. BEYOND, TYP. SS13 FOR DETAILS, TYP. PERPENDICULAR BLOCK, SIM. I-'- U-j IY N
<br /> PER DETAIL 0 SF1-SET FOR DETAILS SS13 FOR DETAILS, TYP. PERPENDICULAR BLOCK, SIM. EA. CORNER PER DETAIL 0 Z 1 w Q
<br /> ® EA. CORNER PER DETAIL 0 q2IP DETAIL NOV' U 1n z =
<br /> LONGITUDINAL WALL - BPE. BLOCK ELEVATION ` ' BPE BLOCK SCHEDULE O_ D 1- W L)
<br /> 2 PER DETAIL O Z n L O
<br /> SHFFT NOTF�; - - - ,/B^ = ,_p^ EAST WALL - BPE. BLOCK ELEVATION ® _1 cz w o rn ix
<br /> 1. EXISTING CONFIGURATION, GEOMETRY, AND ELEVATIONS ARE BASED ON DRAWINGS 1/8 = 1'-0" 1.1J I--- 0 W M W
<br /> PREPARED BY LANCE MUELLER &ASSOCWTES FOR THE "EVERETT TECH" BUILDING (E) CRANE BEAM I/'t
<br /> ADDENDUM #2 DATED AUGUST 20, 2021. CONTRACTOR TO VERIFY GEOMETRY IN (E) CRANE BEAM CEILING PANEL BEAMS BEARING HORIZ.1¢"0 THREADED RODS SOFFIT ABOVE, SEE v, a =
<br /> SOFFIT ABOVE, SEE ON LONGITUDINAL CONC. CONNECTING BPE BLOCKS TO EXTERIOR FACE EDGE
<br /> CRANE DRAWINGS
<br /> FIELD AND NOTIFY THE PROJECT ENGINEER IF CONFLICTS OR DISCREPANCIES EXIST, CRANE DRAWINGS BLOCK WALLS, SEE SHEETS CONC. BLOCKS, TYP, SEE OF BLOCK, TYP. CEILING PANEL BEAMS, DO NOT INTERIOR FACE EDGE OF BLOCK
<br /> 2. DEPICTIONS OF CRANE-RELATED ELEMENTS ARE BASED ON DRAWINGS PREPARED BY SS6-SS10 FOR DETAILS SHEETS SS11-SS13 FOR DETAILS BEAR ON BPE, SEE SHEETS o
<br /> KONECRANES, REV. 1 DATED NOVEMBER 19, 2021. CONTRACTOR TO VERIFY SS6-SS10 FOR DETAILS o
<br /> GEOMETRY IN FIELD AND NOTIFY THE PROJECT ENGINEER IF CONFLICTS OR BEYOND, 6" JOG INTERLOCKING ADJ. I
<br /> 10'-O"II -6. CONC.BLOCKS, ALTERNATE PATTERN SO HORIZ. TIN THREADED RODS
<br /> DISCREPANCIES EXIST. PILASTER BEYOND BPE AND CONC. BLOCK SEAMS CONNECTING BPE BLOCKS TO N N
<br /> 3. VERTICAL RODS CONNECTING CONCRETE AND BPE COURSES ARE NOT SHOWN FOR + CONC. BLOCKS, TYP, SEE N Z
<br /> CLARITY. SEE SHEET SS3 FOR WALL PLANS AND SHEETS SS11-SS13 FOR DETAILS. " " " " " DON'T ALI P. SHEETS SS11-SS13 FOR DETAILS II GN TY
<br /> 4. FOUNDATION REINFORCING AND ANCHORAGE IS NOT SHOWN FOR CLARITY. SEE 1 1_9. -+� •• •`�•••+-�:• _ olrmmulgommumousi
<br /> _ �� __
<br /> SHEETS SF1-SF7 FOR DETAILS COURSE 5 " -' - _ - -•-• "�/' INTERLOCKING KEYS BETWEEN �- �i __-- -_- __ -� 1
<br /> 5. BPE BLOCKS SHALL BE ASSEMBLED OF BPE MATERIALS SUCH THAT THEY BEHAVE " I I I I BLOCK COURSES, (2) PER // -- " EXTERIOR FACE
<br /> AS RIGID ELEMENTS. CONTRACTOR OWNER TO SUBMIT MEANS OF ASSEMBLY FOR TYP. BLOCK, SEE SHEETWAWA i
<br /> BPE WALL BLOCKS. / COURSE 4 /�SS11-SS12 FOR DETAILS 10'-0"x7'-6" CONC. I 4 1 q i OF BPE, TYP. w
<br /> 5'-0" / I PILASTER BEYOND /�/ i, 111111�'_ . 'i 1111
<br /> /�/ J
<br /> 6. BPE BLOCK JOGS SHALL BE 6" WIDE BY 6" THICK AND LOCATED TO ENSURE THAT I ..0 1111111111111111111111
<br /> A� SAT
<br /> BPE K. CK SEAMS ARE NOTSCONTINUOUSHALL
<br /> BEOF THROUGH THE FULL CO DEPTH OF THE BPE 28-2" 5-S I " ' • • ' • • • • • • . • X�TRANSVERSE WALL BLOCK PERPENDICULAR BEYOND, JBLOCK- BPE BLOCK JOGS SHALL BE OFFSET 6" FROM THE CONNECTED CONCRETE V.I.F. COURSE 3 ORIENTED PERPENDICULAR TRANSVERSE CONC- & BPE
<br /> BLOCK SEAMS. BEYOND, TYP. BLOCKS ORIENTED o J
<br /> 7. OWNER/CONTRACTOR SHALL SUBMIT SHOP DRAWINGS DETAILING BPE BLOCK - - " - �� �� CONNECT w/HORIZ.)¢"0 ti Q
<br /> A
<br /> LY.
<br /> B. PIILLASTERS SHOWN SCHEMATICALLY. SEE SHEET SS14 FOR PILASTER DETAILS. COURSES 2 I I I OPTIONAL WALL BLOCK REIN.(N) NOT" MAT FOUNDATION,
<br /> FOR TION, ""m' � � ® „ S1THR1E--SS113 ADED OFOR DETAILDS, SEE S, TYP. °
<br /> 9. UNLESS PROVIDING TEMPORARY ACCESS TO THE INTERIOR OF THE SHIELDING - ,,•JI .JI --_PASS-THROUGH, E.G.
<br /> STRUCTURE, ALL WALL BLOCKS AND CEILING PANEL BEAMS SHALL BE INSTALLED • • • • • • • • • • • • • LOCATION SHOWN, LOCATE CLARITY, SEE SHEETS (E) 10" JOB No.
<br /> AND POSITIVELY T CONNECTED USINGT ETHE CONNECTION HARDWARE TYPICAL USEjak ANDCOMPONENTS OR 5'-0" 2202-0023
<br /> WHILE PROVIDING INTERIOR ACCESS IS THE RESPONSIBILITY OF THE OWNER. / , I
<br /> INTERIOR '-- ^4-",- _- - --- =-t. - _ _/-:• -- --- .-- _ "r` -- _ DRAWN CHECKED
<br /> ♦Y.. . -"
<br /> INTERIOR FACE -- - =- - _ - -•- « •- - - _ - -
<br /> FACE '" -'•ry� � z ' -_ - SEO 10• i -
<br /> EDGE .G., TYP. -- " . __:; -
<br /> .�-_. : NRW WJS
<br /> (N) FOOTING LINE____.1-
<br /> BEYOND, - FOUNDATION KEY FOR CONC. (N) FOOTING LINE_____-.-1-
<br /> BEYOND, ®BOT. OF COURSE 1 NOTCH BPE TO DETAIL NOTE: DATE / /
<br /> TYP. (N) 3'-0" MAT FOUNDATION, BLOCK ABOVE, (2) PER BEYOND, TYP. ACCOMMODATE HORIZ. RODS BPE BLOCK SCHEDULE O9 02 22
<br /> REIN. NOT SHOWN FOR BLOCK PER DETAIL BPE BLOCK FOR VERT. ROD AND PLATES FROM ADJ. PER DETAIL
<br /> EXTERIOR FACE 0 WASHER & NUT, SEE SHEET 0
<br /> CLARITY, SEE SHEETS PERPENDICULAR BLOCK, SIM. REVISIONS
<br /> OF CONC., Ti?. TYP. SS13 FOR DETAILS, TYP.
<br /> SF7-SF7 FOR DETAILS EA. CORNER PER DETAIL 0
<br /> EXTERIOR EXTERIOR -_ SHEET NOTE 7`P
<br /> FACE FACE EDGE WEST WALL - CONC. BLOCK ELEVATION O DRAWINGS SHOW FULLY ASSEMBLED STRUCTURE.
<br /> �` WEST WALL - BPE. BLOCK ELEVATION O
<br /> PLAN ELEVATION 5 WHENOR DURING OPERATION TO ACCESS THE CONSTRUCTION,
<br /> 1/8" = 1'-0" OF THE SHIELDING STRUCTURE,THE OPERATOR 1/8" = 1'-0" SHEET
<br /> BPE BLOCK SCHEMATIC Oj DMOVED AMAGE SHALL ENSURE THAT CONCRETE AND BPE ARE AND
<br /> STACKED
<br /> ELEMENTS. CARE AS NOT TO 1 2 OF 23
<br />
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