Laserfiche WebLink
Erk <br />F <br />M <br />7 <br />A <br />5 <br />M <br />3 <br />SCALE: 314" - V-0" &1066 <br />SUBMITTED THIS LINE IS 1 INCH <br />Q(� I� <br />ao Ii AT FULL SCALE <br />DATE IF NOT SCALE ACCORDINGLY <br />2920 <br />F * APPROVED SCALE AS SHOWN <br />SATE�a DRAWN BY SES <br />It CAO DATE DESIGNED BY AEJ <br />JOB No: 067-011 CHECKED BY: GVC No. I ZONE <br />51810 x5" MIN. EMBEDMENT <br />315 SS THREADED ROD <br />ANCHORED WITH HILTI HIT <br />HY-150 MAX. ADHESIVE <br />SHORT SLOTTED <br />HORIZONTAL HOLES <br />I5 P <br />!14 V <br />3/s" FULLHEIGHT <br />STIFFNER AND ' <br />SHEAR PLATE <br />ALUM. BEAM PER <br />PLAN <br />2— 7/s 0 316 <br />SS BOLTS <br />!"4 <br />6x 12 x THICKNESS REQUIRED <br />SHIM PLATE PACK w/ OVERSIZED <br />HOLES ® 12"o.c. <br />� E) CONCRETE <br />I DECK SLAB <br />3/8" x12" CONT. <br />ALUM. PLATE <br />° <br />DKV <br />2- 7/e'0 304 SS BOLTS <br />W <br />k <br />MALUM. BEAM PER PLAN <br />6x12 x THICKNESS REQUIRED <br />PLATE TO <br />%4 <br />1 <br />!,2' ®12 "0. c. WF BEAM <br />SHIM PLATE PACK w/ OVERSIZED <br />------- <br />(E) CONCRETE <br />HOLES 0 12 o. c. <br />_I <br />DECK SLAB <br />-3/8" x12" CONT. <br />AND WALL <br />A ALUM. PLATE <br />3/76 <br />TYR <br />1 %p"®12 o. c. <br />(N) ALUM_I8x6.35 <br />a Iv <br />L6x6x 3/e x6" LONG <br />v <br />a <br />(2 TOTAL) <br />— <br />a • <br />- —v <br />I <br />�n <br />5" <br />A 5/8 0 x 5" MIN EMBEDMENT 316 SS <br />ALUMINUM BEAM THREADED ROD ANCHORED WITH <br />112" 51810 <br />x5" MIN. EMBEDMENT 316 <br />PER PLAN HILTI HIT HY-150 MAX. ADHESIVE. <br />SS THREADED ROD ANCHORED <br />` <br />SHORT SLOTTED 2 TOTAL AT EACH SHIM PLATE <br />WITH <br />HILTI HIT HY-150 MAX. <br />"_.. <br />HORIZONTAL HOLES ASSEMBLY <br />SECTION A -A ADHESIVE. <br />(4 TOTAL) <br />ALTERNATE WITH COATING <br />AT WELD REPAIRED <br />\ WF <br />BEAM (E) <br />STRUCTURE CONNECTION <br />SCALE: 314" - V-0" &1066 <br />SUBMITTED THIS LINE IS 1 INCH <br />Q(� I� <br />ao Ii AT FULL SCALE <br />DATE IF NOT SCALE ACCORDINGLY <br />2920 <br />F * APPROVED SCALE AS SHOWN <br />SATE�a DRAWN BY SES <br />It CAO DATE DESIGNED BY AEJ <br />JOB No: 067-011 CHECKED BY: GVC No. I ZONE <br />51810 x5" MIN. EMBEDMENT <br />315 SS THREADED ROD <br />ANCHORED WITH HILTI HIT <br />HY-150 MAX. ADHESIVE <br />SHORT SLOTTED <br />HORIZONTAL HOLES <br />I5 P <br />!14 V <br />3/s" FULLHEIGHT <br />STIFFNER AND ' <br />SHEAR PLATE <br />ALUM. BEAM PER <br />PLAN <br />2— 7/s 0 316 <br />SS BOLTS <br />!"4 <br />6x 12 x THICKNESS REQUIRED <br />SHIM PLATE PACK w/ OVERSIZED <br />HOLES ® 12"o.c. <br />� E) CONCRETE <br />I DECK SLAB <br />3/8" x12" CONT. <br />ALUM. PLATE <br />° <br />CWF BEAM / WF BEAM CONNECTION <br />31 SCALE: 31,r -l' -O" S1D-H <br />K I L <br />ALUMINUM <br />1. ALUMINUM CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE <br />ALUMINUM CONSTRUCTION MANUAL OF THE ALUMINUM ASSOCIATION AND THE <br />UNIFORM BUILDING CODE. <br />2. UNLESS OTHERWISE INDICATED, STRUCTURAL ALUMINUM SHALL BE ALLOY <br />6061-T6 AS SPECIFIED IN ASTM B-308. <br />J. WHERE ALUMINUM IS CONTACT WITH CONCRETE OR MASONRY SURFACE <br />CONTACT SURFACES SHALL BE COATED WITH HEAVY ALKALI -RESISTANT <br />BITUMINOUS PAINT <br />4. ALUMINUM BOLTS SHALL BE ALUMINUM ALLOY 2024-T4, 6061-T6, OR <br />7075-T73 MATERIAL. WASHERS AND NUTS SHALL MATCH BOLTS. <br />5. WELDS FOR ALUMINUM MEMBERS SHALL BE MADE WITH ALUMINUM ALLOY <br />5356 FILLER MATERIAL <br />WEST YOST <br />IiVAAwd <br />1260 Lake Boulevard <br />Suite 240 <br />A S S O C I A T E S Davis, California 95616 <br />(530) 756-5905 <br />REVISIONS BY DATE Consulting Engineers FAX (530) 756-5991 <br />c <br />I <br />EC <br />I <br />I <br />an <br />0 <br />—0" <br />1'-2" 2'-0" <br />NOTE 3 <br />NEW OPENING IN <br />EXISTING CONCRETE <br />DECK, REFER TO <br />DECK SLAB NOTES <br />I M I N I 0 I <br />DECK SLAB NOTES <br />1. THE CONTRACTOR SHALL INSTALL ALL WIDE FLANGE BEAM SUPPORT FRAMING <br />PRIOR TO SAW CUTTING THE NEW OPENINGS IN THE EXISTING CONCRETE <br />DECK. <br />2. CONTRACTOR SHALL NOT OVER CUT LIMITS OF NEW OPENING. CORE DRILL <br />HOLES AT EACH CORNER OF OPENING PRIOR TO SAW CUTTING SLAB. <br />3. VERIFY EXACT SIZE AND LOCATION OF OPENING WITH CIVIL DRAWINGS AND <br />ACCESS HATCH MANUFACTURE. <br />4. REFER TO CIVIL DRAWINGS FOR ALL EQUIPMENT NOT SHOWN. <br />5. FIELD VERIFY ALL DIMENSIONS OF EXISTING CONCRETE STRUCTURE PRIOR TO <br />FABRICATION OF DECK SLAB SUPPORT FRAMING. <br />t9'-6" <br />t7'-6" .1 '-0" <br />—a„ <br />DKV <br />i <br />W <br />k <br />MALUM. BEAM PER PLAN <br />PLATE TO <br />%4 <br />1 <br />!,2' ®12 "0. c. WF BEAM <br />/TYP. <br />CWF BEAM / WF BEAM CONNECTION <br />31 SCALE: 31,r -l' -O" S1D-H <br />K I L <br />ALUMINUM <br />1. ALUMINUM CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE <br />ALUMINUM CONSTRUCTION MANUAL OF THE ALUMINUM ASSOCIATION AND THE <br />UNIFORM BUILDING CODE. <br />2. UNLESS OTHERWISE INDICATED, STRUCTURAL ALUMINUM SHALL BE ALLOY <br />6061-T6 AS SPECIFIED IN ASTM B-308. <br />J. WHERE ALUMINUM IS CONTACT WITH CONCRETE OR MASONRY SURFACE <br />CONTACT SURFACES SHALL BE COATED WITH HEAVY ALKALI -RESISTANT <br />BITUMINOUS PAINT <br />4. ALUMINUM BOLTS SHALL BE ALUMINUM ALLOY 2024-T4, 6061-T6, OR <br />7075-T73 MATERIAL. WASHERS AND NUTS SHALL MATCH BOLTS. <br />5. WELDS FOR ALUMINUM MEMBERS SHALL BE MADE WITH ALUMINUM ALLOY <br />5356 FILLER MATERIAL <br />WEST YOST <br />IiVAAwd <br />1260 Lake Boulevard <br />Suite 240 <br />A S S O C I A T E S Davis, California 95616 <br />(530) 756-5905 <br />REVISIONS BY DATE Consulting Engineers FAX (530) 756-5991 <br />c <br />I <br />EC <br />I <br />I <br />an <br />0 <br />—0" <br />1'-2" 2'-0" <br />NOTE 3 <br />NEW OPENING IN <br />EXISTING CONCRETE <br />DECK, REFER TO <br />DECK SLAB NOTES <br />I M I N I 0 I <br />DECK SLAB NOTES <br />1. THE CONTRACTOR SHALL INSTALL ALL WIDE FLANGE BEAM SUPPORT FRAMING <br />PRIOR TO SAW CUTTING THE NEW OPENINGS IN THE EXISTING CONCRETE <br />DECK. <br />2. CONTRACTOR SHALL NOT OVER CUT LIMITS OF NEW OPENING. CORE DRILL <br />HOLES AT EACH CORNER OF OPENING PRIOR TO SAW CUTTING SLAB. <br />3. VERIFY EXACT SIZE AND LOCATION OF OPENING WITH CIVIL DRAWINGS AND <br />ACCESS HATCH MANUFACTURE. <br />4. REFER TO CIVIL DRAWINGS FOR ALL EQUIPMENT NOT SHOWN. <br />5. FIELD VERIFY ALL DIMENSIONS OF EXISTING CONCRETE STRUCTURE PRIOR TO <br />FABRICATION OF DECK SLAB SUPPORT FRAMING. <br />t9'-6" <br />t7'-6" .1 '-0" <br />—a„ <br />TYR <br />:,:� DECK SLAB PLAN <br />S1 SCALE: 1/2" =I '-W' <br />Lk <br />STRUCTURAL <br />I D ENGINEERING <br />9700 BUSINESS PARK DRIVE, SUITE 301 <br />SACRAMENTO, CALIFORNIA 95827 <br />VOICE (916) 385-7222 <br />FAX (916) 393-0387 <br />CRETE <br />County of San Joaquin <br />Flag City Pump Station 81 Force Main <br />PUMP STATION <br />DECK SLAB PLAN AND DETAILS <br />11 <br />JOB NUMBER <br />010-00-07-18 <br />DRAWIN�G++ NUMBER <br />SHEETNUMBER <br />240F 44 <br />REVISION <br />IN; <br />0 <br />n. <br />7 <br />R <br />5 <br />EI <br />3 <br />2 <br />i <br />------- <br />(N) ALUM_Wx6.35 <br />_I <br />0 <br />(N) ALUM_I8x6.35 <br />TYR <br />:,:� DECK SLAB PLAN <br />S1 SCALE: 1/2" =I '-W' <br />Lk <br />STRUCTURAL <br />I D ENGINEERING <br />9700 BUSINESS PARK DRIVE, SUITE 301 <br />SACRAMENTO, CALIFORNIA 95827 <br />VOICE (916) 385-7222 <br />FAX (916) 393-0387 <br />CRETE <br />County of San Joaquin <br />Flag City Pump Station 81 Force Main <br />PUMP STATION <br />DECK SLAB PLAN AND DETAILS <br />11 <br />JOB NUMBER <br />010-00-07-18 <br />DRAWIN�G++ NUMBER <br />SHEETNUMBER <br />240F 44 <br />REVISION <br />IN; <br />0 <br />n. <br />7 <br />R <br />5 <br />EI <br />3 <br />2 <br />