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<br /> ,I
<br /> PULTRUDED FIBERGLASS GRATING NOTES:
<br /> � 1. IT MAY BE NECESSARY TO ADD AQDITIONAL SUPER STRUCTURAL SUPPQRTS AROUND GLEANOUT AREA TO
<br /> SUPPORT GRATING BEARING BAR ENDS. IF IT IS NOT POSSIBLE TO ADD STRUCTURAL SUPPORTS AROUND
<br /> CUTOUT AREA, THE ALTERNATE METHOD SHOWN AT THE LEFf IS RECOMMENDED.
<br /> FIBERGLASS 2. POSITION HOLD DOWNS ON TWO UNCUT BEARING BARS BEYOND CUTOUT AREA. (DISTANCE BETWEEN HOLD
<br /> 6n SEE
<br /> TYPICA� BEAM CONNECTI01� SCHEDULE CURB ANGLE DQWNS DEfERMINES LENGTH OF SUPPORT BAR NEEDED). -
<br /> SEE NOTE
<br /> PLAN 1 AND b 3. SECURE HOLQ DOWNS TO SUPPORT BARS. °
<br /> 6" N.T.S. NOMINAL
<br /> A325N BOLTS „ „ SHEAR TAB 4. GRATING WILL BE CUT AT OPENINGS SO IT CAN BE REMOVED. �
<br /> S » �,
<br /> BEAM CHANNEL WELD IZE W
<br /> 3/16 ( 4" DIA. HEADED EPTH (QUANTITY) DIA. THICKNESS t � •
<br /> RA(L POST EDGE FORM TO STUQ, SEE PLAN O o � 5. LOGATION OF GRATING JOINTS SHALL BE AT FABRICATORS OPTION EXCEPT WHERE INDICATED ON TNE
<br /> 'I "VERTICLIP" SLB W/ � %"x6'�x10° HOT DIPPED GALV., W/ (2) STRUGT BEAM 1/8 2-12 �" CONCREI�E 5, 6, 7 (2) 7/8" HOR. 3/16" 1/4" � N� DRAWINGS OR AT PIPE QR OTHER AF'PURTENANCE OPENINGS. GRATING SECTIONS SNALL BE CUT AT
<br /> >� �/ . OPENINGS SO THAT ALL SECTIONS CAN BE REMOVED WITHOUT REMOVAL OF PIPE OR OTHER MECHANICAL
<br /> (3) �12 SCREWS � I %" DIA. TYPE 304 SS (4" EMBEDMENT) + OVER METAL DECK, 8, 9, 10 (2) 7/8" 3/16" 1/4" n GRATING APPURTENANCES.
<br /> EA. STUD ,, ANCHORS IN HILTI HIT—RE 500 EPDXY. � SEE PLAN .� » »
<br /> II � '—'""""� ANCHORS AT 5"O.C. � , � 12, 13, 1�- (3} 7/8 5/16 3/8 : �
<br /> � : , ,,a. I �p � . �. p '� >, „ „ � SPACER BAR 6. GRATING BEARINGS BARS AND CROSS SARS SHALL BE FABRICATED FROM FIBERGLASS REINFORCED
<br /> � AT REMOVABLE HANDRAIL; INSERT 15, 16 (4} 7/8 5/16 3/8
<br /> � — SEE NQTE a PLASTIC MADE WITH A POLYESTER RESIN AND SHALL INCLUDE ULTRA VIOLEf INHIBITORS. ALL SUPPORT
<br /> �� � RAILING IN 12" LONG 2" DIA PIPE oo � » „
<br /> � 3 8 BEAMS CHANNELS ANGLES AND ANGLE CONCRETE IMBEDS SHALL BE MANUFACTURED OF THE SAME OR
<br /> 18 20 5 7
<br /> 8 5 16 , ,
<br /> , ( > / 1 /
<br /> ���� �_
<br /> �
<br /> CLIP TO SLEEVE; WELD SLEEVE TO BASEPLATE .— � 10GA. EDGE FORM COMPATIBLF MATERIAL FROM THE SAME MANUFACTURER.
<br /> � 21, 24 (6} 7/8n 3/8" 1/2�
<br /> �� BENT R 1 8 1„ STEEL BEAM BY �
<br /> 32 CONCRETE 27 (7� 7�g" 3/8" 1/2" 7. GRATING BEARING BEAMS SHALL BE PULTRUDED 1.5" HIGH "I" SECTIONS (STRONGWELL DURADEK I-4500
<br /> OVER 2° METAL 30 �8� ��8�, 3�8» �f2>,
<br /> 1.5" OR APPROVED EQUAL). �
<br /> 6" X 18GA. STEEL DECK, SEE PLAN ,
<br /> STUD 33 (9) 7/8" 3/8" 1/2" NOTES: 8. GRATING SHALL BE REMOVABLE. EACH SECTION OF GRATING SHALL BE ATTACHED WITH 4 STAINLESS
<br /> 36 (10) 7/8" 1/2" 5/8° Q FLUSHSWT H ADJO NIN�G CON RETE� PROV DE 1'O APSE��24" STEEL GRATING CLIPS LOCATED APPROXIMATELY 4 INCHES FROM THE CORNERS.
<br /> 40 (11) 7/8° 1/2° 5/8° FOR DRAINAGE. 9. THE TOP SURFACE OF THE FRP GRATING SNALL HAVE A NON—SKID GRIT INCORPORATED IN THE RESIN
<br /> 44 (12) 7f8.� ��2., 5�8,� FINISH.
<br /> b. ADJUST ANGLE SIZE TO SUIT GRATING. MITER AND GLUE AT
<br /> CORNERS. PER MANUFACTURER'S RECOMMENDATIONS. 10. THE DESIGN AND LAYOUT OF THE FRP GRATING, BEAMS AND OTHER SUPPORT MEMBERS SHALL BE �
<br /> PROVIDED BY CONTRACTOR. THE MAXIMUM GRATING SPAN SHALL NOT EXCEED 48 INCHES AND THE
<br /> MAXIMUM DEFLECTIQN FOR A SIMPLE SPAN LOADED WITH A UNIFORM LIVE LOAD OF 1001bs PER SQUARE
<br /> FOOT SHAI�L NOT EXCEED Q.25 INCH. ALL SUPPORT BEAMS AND MEMBERS SHAL.L BE DESIGNED FOR A :
<br /> �
<br /> TOTAL LOAD OF 150 sf ON THE GRATING. ALL DESIGN DOCUMENTATION AND MANUFACTURERS LOAD �
<br /> P
<br /> TYPICA BEANI
<br /> CHARTS SHALL BE PROVIDED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLING THE GRAT�NG AND
<br /> SUPPORTS.
<br /> S LA B E V�7 E S E l�T I O I �! A S �A B E D G E S E CT I 0 �1 B C O f V I V E l�T I � I V S C H E D lJ L.E � G R AT I �l � S U P P 0 RT D ETA I � 2 11. ALL FASTENERS AND SUPPORT MEMBERS TNAT ARE NOT MADE FROM FRP WILL BE STAINLESS STEEL .
<br /> SCAL�: 3/4"=1'—Q" M1S110 S400 SCALE: 3/4"=1 '-0" M1S110 S4Q0 SCALE: N.T.S, s��p SCALE: N.T.S. M1S110 S400 (ASTM A320 TYPE 316).
<br /> ��
<br /> B
<br /> 1�» 1�"
<br /> 2'-6"
<br /> �— CAP R 3/8" 1'-3" 1'-3" ,
<br /> �» MIXER SUPPQRT
<br /> CHANNELS CAP PI.ATE �" C O � STR U �TI O I V OTES
<br /> 1 k1'/2') M NM + CAP R TO EL. VARIES ° ,
<br /> �..----(2) GALV. � GRATING, SEE SHEET
<br /> OR 3" � COLUMN DIA. A3Q7 BOLTS CWS110
<br /> ��-- CHANGED THE WORD "MEZZANINE
<br /> I I PER CHANNEL C� EL. 559.25, TYP. �� 1� t�
<br /> I s
<br /> O.G. TYP.
<br /> PLATFORM TO EQUIPMENT PLATFORM . NO
<br /> I I
<br /> _ _ 3/16 � C � — — — — � — CONSTRUCTION ACTIVITY.
<br /> rN I I I I � I j R 2"X9"X1'-0" ( i i � C12, SEE PLAN HOUSEKEEPING PAD,
<br /> SEE PLAN
<br /> c; I I I I —r �— HSS 4X4, SEE PLAN � � � � �
<br /> �� � i I I I � I I � � °��
<br /> FOR SIZE & m'"' I � I I � � � _ - - ' - - - W #4 @ 12"O.C. EA. WAY
<br /> QUANTITY QF � I I I I � � � � BASE PLATE, SEE(=—a W �
<br /> I 1 "'
<br /> I BOLTS, SEE I I I � r � T S40Q NS & FS ( I SHEAR TAB „ o
<br /> — .
<br /> �� I ( � " ':: :�: . .:� �� ��4 I I CONNECTION, SEE � I ° '
<br /> �-1 _ � — — � � � � S�00, � . . . . .
<br /> S400 �` � —� 1 I � �
<br /> �� � � � � `� � � ( ( HSS 4X4, SEE PLAN
<br /> I I I I � CONC. ON STEEL
<br /> FOR SHEAR TAB J� #4 X S � 12"O.C.
<br /> � � THICKNESS "t", � I BASE PLATE, SEE DECK, SEE PLAN AROUND HOUSEKEEPWG
<br /> --- ---- --�-- SEE �
<br /> � � S�Q PAD
<br /> NOTE: �
<br /> ^ ROUGHEN SURFACE TO �"
<br /> "k" DIMENSION PER AISG S4Q0 M I X TA f� I� :� :.: ' :A
<br /> �� AMPLITUDE AND APPLY
<br /> � BONDING AGENT =
<br /> �1 XER SUPPORTS �_ g
<br /> SCALE: 1 "=1 '-0" 1 S60 S400 '
<br /> TYP CA� B EAN1 TO T
<br /> HSS COLU �If� CQN �IECTI0 �1 � CATU�A�K SECT 0 (� � � EQUIPME �IT P �ATFORM SECTI0 �1 �
<br /> SCALE: N.T.S. S400 -- ��T�N�, 5EE SHEET SCALE: 1 "=1'-0" 1 S60 S400 � � _ — M1 S110 S400
<br /> �—' cws��a
<br /> � NANDRAlL (PAINT�D / �
<br /> _ � SAFETY YELLOW), SEE I-�
<br /> � � �, •
<br /> i � s5oa s400
<br /> _ EL. 563.0
<br /> 3/16 i I i 1�" NON—SHRINK GROUT — — — — — — — — —
<br /> ( � � � ,--C12, SEE P�AN
<br /> :..:. ,:.:: � � I II �
<br /> I II
<br /> ( ( � � SHEAR TAB � PEMB ROOF PURLINS
<br /> �, ( — — — — — — — — — � C�NNECTIQN, �EE
<br /> I I I I 54�� 600S162 20 GA. STUD
<br /> SECTION � � � � - HSS 4x4, 5EE PLAN
<br /> �( 1_ L 1 2„X1 2„X4"X20 GA. W/
<br /> � I_ _ (3) �8 SQST SCREWS WA.
<br /> — � BASE R ���X10"XO'-10" 2" CLR. � � QFFSET �=---� LEG, IYP.
<br /> ^ � BASEPLATE, SEE
<br /> W/ (4) �' DIA. HEADED � � I I S400 a o
<br /> ANCHORS (6 MIN. �� ��� � �
<br /> � EMBEDMENT) ( I I � `r' ° --°
<br /> o �
<br /> �� HSS 4X4, SEE PLAN
<br /> �
<br /> PLAN (2) 2" DIA. STUD NUTS OR y�:
<br /> � � BOLTS PER SUPERSTRUT, TYP. •
<br /> NQTE:
<br /> FOR OFFSE� BASEPLATE CONDITIONS, HSS .
<br /> 4X4 MAY BE SHIFTED ALQNG � OF BASE SUPEftSTi�UT A-1200, TYP. SUPERSTRUT A-1200
<br /> PLATE IN EITHER DIRECTION AS REQ'D
<br /> -._ � SUPERSTRUT A-1202
<br /> TYP CA� BAS E P �ATE 3 g���o�N� �.�-Q� NOTE: , „ .
<br /> �` TRAPEZE SPACING AT 6 -0 MAX.
<br /> • "— '— " FOOTINGS SEE
<br /> SCALE. 1 —1 0 �
<br /> CWS110 S400
<br /> SNEEi- 1 S60
<br /> 0
<br /> _ �
<br /> ATWA�K S E�TI 0 P P G D � �T TRAP EZ E '�� 11�
<br /> � 104 /o DESIGN ISSUED F�R CQNSTRUGTI�N E F
<br /> � SCALE: 1"-=1 '-0'' CWS110 S40Q SCaLE: 3/4"=1 '-0" RFS160 S400 �
<br /> ' SYM R�VISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL qATE � '
<br /> ��I E. �, ACCEPTABILITY MUENCH �2D1981 �
<br /> —� T CHECKED
<br /> STEEL DETAILS 10011818 A (�2D19P1 �
<br /> A WWTP — ISSUED FOR CONS�I RUCTION — RECORD 10011818 URS FRANCO 11.14.12 ��>'"og wAs�� THIS DESIGN AND/OR FRANCO (�2IIt 981
<br /> �� � SPECIFICATION IS APPROVED SHEET N
<br /> �__ �
<br /> ENGINEER TITLE _
<br /> �I B WWTP — MODIFICATIONS MWH WEAKLEY 09.01.16 ` /� � � �` aPPRovEo sY o�P-r. �ArE FRANco c�2rn�� WASTEWATER TREATMENT PLANT �,
<br /> f.► s v CHECKED S�'�� �
<br /> . �� � YOUNG ���� BUILDiNG 45-08 �
<br /> '� JOB NO. COMP N0.
<br /> G� � 53Q58 9 ,�,4� APPRQVED 1 QO 1 1�1 8 �
<br /> �' �°QasT$g�' � FRANCO (�2D1981 �
<br /> � �
<br /> _ ssfONAL L� APPROVED DWG N0.
<br /> ', TURscHM►� c�zrn�� STRUCTURAL MASTER EVERETf, WA 45—YQ—S400
<br />
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