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<br /> —� --� ' STR U CTIJ RA� STAI� DAR D D ETAI L� �
<br /> � .
<br /> � 4„ 1. DETAILS ON THIS SHEEf ARE PART QF THIS PROJECT'S STRUCTURAL �
<br /> � EQUAL P STANDARD DETAILS.
<br /> , SEE DWGS �
<br /> SEALANT 2. THESE DETAILS ARE TO BE U�ED WHEN REFEREa TQ OR WHEN NO
<br /> � VERTICAL VERTICAL VERTICAL GROOVE z OTHER MORE RESTRICTIVE DETAILS ARE INDICATED ON THE DRAWINGS.
<br /> o ELL TEE CROSS �
<br /> �n ° . ° a . . y a l , , A , ° M
<br /> T
<br /> � �
<br /> G • � ' A • �� ' p . • � . .
<br /> � --SECOND WELD ` p P p R D � y NOTES:
<br /> � / /�/�� / -
<br /> �\ \ � � \``�` "o ��i\�i\���, SPACE 5/16" f 1/t 6" � Z .
<br /> � SEE NOTE 2 \/\/\ _ �,/�\/,
<br /> � STQP ALTERNATE 1. WATERSTOPS AND SEALANT GROOVES TO BE PROVIDED MIN � � � t�� r
<br /> IN ALL SUMPS AND TRENCHES. �°� `'' '`'
<br /> .• BARS WHERE NOTEQ ALL BARS CONTINUOUS - =
<br /> THRU JOINT �. �
<br /> 0 6" FLATSTRIP 2. DIMENSIONS INDICATEQ ON DETAIL CONTROL MINIMUM � .— �n
<br /> WATERSTOP FOR THIN SL/�BS, THE BOTTOM COVER MAY BE LESS THAN 3 . �
<br /> 3. STAGGER SPLICES UNLESS NOTED OTHERWISE.
<br /> FIRST WELD
<br /> FLAT ELL FLAT TEE FLAT GROSS ,
<br /> � " FLATSTRIP U�ATERSTOP � � ��
<br /> � PREFABRI �ATED WATER�TOP � s�A� ov GRAaE co�sTRucTioN �oiNT 2 3 �
<br /> �
<br /> � � a � I VTS REv 110112 _ S280 — S280 — S280
<br /> REV 11Q112
<br /> � .
<br /> W
<br /> �
<br /> �
<br /> END OF BAR � X
<br /> ON TOP OF
<br /> CONSTRUCTION .,� .ov o� .oa :�' a • ; oop •�v � .
<br /> JOWT � ,� °q a •,; °. �,° '� ,� 3 4°
<br /> SURFACE '° �' ' ' CONCRETE JOINT SEAIANT �
<br /> NOTES: SURFACE (SEE SPEC�S� �
<br /> "� LENGTH ( '� )
<br /> , ,�
<br /> 1. USE LAP LEf�GTHS AS DETERMINED FROM THESE TABLES UNLESS SHOWN '
<br /> BAR HOOK LAP EMBEQMENT OTHERWISE. ° ' • ° ' °
<br /> , ��.
<br /> X X SIZE X E . w a � ' a � ': �
<br /> 2. THE TABLES SHOWN ARE FOR f`c=4Q00psi, fy=60,000psi, 1.5" MIN CONCRETE - p �. ` � ;o �p�p '
<br /> #3 6" 1 6" (2 1"� 1 2" (1 6") C O V E R A N D 3" M I N B A R S P A C I N G. � � '
<br /> ,� �. cv . , . „
<br /> � D p
<br /> o,•�,°/�a '°• �a°`''°�a� ,�•a°D "��°�,� E �4 8° 1 fi" (21"} 12" (16") 3. MULTIPLY THE LAP AND E SNOWN IN 'THESE TABLES BY 1.5 FOR EPDXY COATED D •'A • D" . qAo,�
<br /> Q a .°'. �;°.: .o� .,� .' �'. REINFORCING. � . > p ' . '
<br /> . • . . . . , �9 • . . . . . a .
<br /> . . , . o . a . o . . ,� �, » ,� ,� p , , ; .
<br /> , � ; #5 10 20 (26 } 15 (20 ) � �� p...�p �;
<br /> x ° � ° ' 4. WHEN BARS OF DIFFERENT SIZES ARE lAP SPLICEQ, LAP LENGTH SHALL BE THE ',a;°�, n� a "., '.. -� � . �
<br /> • �, �, » ,� ��
<br /> o X w #8 12 28 (37 } 22 (28 ) LARGER OF: � " n� p � �P' • '� ,.D ,pP ,
<br /> END OF BAR ' -
<br /> . q � . i) p !1 H Il �/�n
<br /> WHERE HOOK • . �e� #7 14 48 (62 } 37 (48 ) EMBEDMENT LENGTH OF LARGER BAR BONQ BREAKER ;,
<br /> IS TURNED 'o��'• LAP LENGTH OF SMALLER BAR TAPE SHALL MAKE NQTES :
<br /> TOWARD FACE ' �`;°•• #S 16" 62" (81"} 48" (62") CONT CONTACT � t" r
<br /> OF FOOTING . :'.'a�• 5. UNLESS NOTED OTHERWISE USE REBAR COUPLERS FOft SPGGES �F #11 AND ACROSS JOINT
<br /> , �. ° #9 19" 79� (1Q2"} 61'� (79'�) LARGER BARS.
<br /> 1. ALL SUMP ANQ TRENCH
<br /> CONSIRUGTION JOINTS SHALL
<br /> #10 22" 100" (130") 77" (1�0") 6, ALL DOWEL BARS SHALL EXiEND AN EMBEDMENT LENGTH E INTO ANQTHER CONSTRUCTION HAVE A SEA�ANT GROOVE �
<br /> °;o ,.,°�.'��; • ;o�Q• ;v ,•'. D•o �;� o�. �a�a' '_°;�- `•.'a a' MEMBER OR ACROSS A CONSTRUCTION JDINT UNLESS SHOWN TO SPLIGE WITH JQINT FACE �
<br /> •o°, Qo°� ° '� paa . •oop. Qa°� ,•Q°. �j °� ' a•�;°, Qa°� a #11 24" 123" (160") 95" (123") OTHER BARS OR TO EXTEND TO THE FAR FAGE OF THE MEMBER AND END WITH 2. SANDBLASTING REQUIRED PRIOR
<br /> � � ' : ' ' • °.'Q .Q .;'; -a : '. ° : '. '; ��a°. ° •'. ' : ' . °. A STANDARD HOOK. TO APPLICATIQN OF PRIMER'
<br /> 3" CLEAR .� X X X * USE LENGTH IN PARENTHESIS FOft WALL HORIZONTAL
<br /> REBARS AND SLAB BARS WITH 12" OR MORE OF
<br /> FRESH GQNCRETE UNDERNEATH
<br /> sEc-riaN STANDARD 9a° BAR HOQKS EMBEQMENT 4 S EA�A�T G ROO�IE � �
<br /> . ,�
<br /> LENGTHS AND LAP LENGTHS �Ev ��0��2 _ s2ao REV 11�112 — S280
<br /> PROTECTIVE COATWG HEAVY DUlY GRATING � ° °
<br /> STEEL COLUMN BY STEEL COLUMN BY
<br /> PER SPECIFICATIONS — S281 PEMB PEMB
<br /> �" 2° a�° 2' a"
<br /> (3) �4 HORIZONTAL ��» ANCHORS � ENSURE TOG IS FINISHED LEVEL AND AT
<br /> C� EQ SPA (ALL FACES) {2) #4 C� ANCHOR BOLTS n . _ S2�� PEDESTAL 7 — - THE PROPER ELEVATION AS REQUIRED BY
<br /> REINFORGING PER THE PEMB MFR. GROUT PADS ARE NQT
<br /> OPTIONAL CJ WITH SLAB REINF4RCEMENT (TYP} �� — 5280 II PERMITfED BELOW THE COLUMN BASE PLATE. - ,
<br /> WATERSTOP � #3 CLOSEQ TIES @ 12 SPACING I AT PEDESTALS f�
<br /> TOP (3} TIES HAVE 3" SPACING (3) #4 SLAB BARS
<br /> ° � . p . . , � � °. � a � � � " EXTEND TO EXTERIOR �� TOP OF SLAB
<br /> ' o � � , . o . � � a � � � t12} #7 VERTS
<br /> • . ` ti • . � . OF PEDESTAL & 7ERMINATE � , �
<br /> � I., a' • ' 'D �• � a �.' °� � . t° WITH A STANDARD HOOK I
<br /> a . I � r� _ . . . . Q,
<br /> �
<br /> . .I'. � � , D . �j , b , .4' '� U
<br /> f
<br /> O D , � � , p
<br /> I Q • • .�
<br /> �, � o : . �a� : .D ' � I�p � � �� �4 C� 12'� PAD FOOTING SIZE &
<br /> ' � • �� � � . REINFQRCING PER PLAN -
<br /> ' I ,4 Q D. � ' D � , � � ,
<br /> ..
<br /> ° A ' ALL REINFORCING TERMINATES
<br /> s Q . � � P , o � � REFER TO PERIMETER TRENGH
<br /> . , . , WITH STANDAftD HOOK . . . DEfAILS FOR REINFORCEMENT ~ �
<br /> T • ` � 1 ° ' � CONTINUE REINFORCING THROUGH
<br /> � E7iTEND WATERSTOP UP TRENCH AROUND THE TRENCH
<br /> �° � 3 PEDESTAL (TYP) .
<br /> a • � � Y � � �� SIOES AND ACROSS BOTfOM AT SLAB WHERE OCCURS ,
<br /> oO � � � CONSTRUCTION JOINTS (TYP) — 5280 I �AT CORNERS ITS ONLY r
<br /> _L_— . , h ;ti n D , � � � . sl ON ONE SIDE) � . � o
<br /> FOOTING SIZE AND
<br /> 2'-0° 1'-0" 6" REINFORCEMENT PER PIAN
<br /> NOTES: SEE PLAN
<br /> (6) �4 HORIZONTAL AT COLUMNS WHERE TRENCHES END
<br /> � BOTTOM PROVIDE HYQROPHILIC WATERSTQP, AT I A D �lJ �J I I I V �.7 L! ET/1I L P A V �Ll�T I � V D ET/�1( L 8
<br /> � P E R 1 M ET E R T R E N � H � TREN�H Bo,�aM ANa �P �A��� 7
<br /> .� .
<br /> � SCALE; 1 ��=1'—O�� SLOPE TRENCH PER ELEVATION PQINTS SCALE: NTS �s1 �o s2�a SCA�E: NTS 1 S1 1 O S28� � '�
<br /> N � s� �a s28o
<br /> �' SHOWN ON THE FOUNDATION PLAN. � T
<br /> 6
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<br /> � ISSUED F�R C��ST�U�T1�N ° .
<br /> SYM REVISION BY APPftOVE9 DATE SYM REVISIQN BY APPR4VED DATE DR DAT SUBTITLE GURRENT REVISION SYMBOL DA7E �
<br /> � E, p ACCEPTA8ILITY NATALE 03.18.16 Q3.18.16
<br /> �As �. THIS QESIGN AND/OR ECKED C�N�RETE DETAI LS ' �
<br /> ��`''� �g �J�a � SPECIFICATION IS APPROVED PERKINS a3.18•16 TITLE SHEET
<br /> � SKYDROL—GLY�OL FACILIIY
<br /> APPROVED BY DEPT. QATE PERKINS 03.18.16
<br /> GHEGKED
<br /> � � � � PALMER 03.18.16 �AN�P�I 4���� JOB N0. 17630fi44 coMP r�o.
<br /> p 3058 APPROVED
<br /> �'s ��"18TF.4`� (3�
<br /> S�oNAL �'� APpRovEo STRUCTURAL MASTER EVERETf, �A awc rvo. 45-61 —S280 � .
<br /> 3.18.16
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