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<br />V
<br />Clr\
<br />`-1
<br />6" THICK CONCRETE —
<br />BLOGK PERIMETER WALLS
<br />SEE SHEET 54 FOR
<br />REINFORGIN&.
<br />EXTRA FOUNDATION PAD
<br />TO PICK-UP END OF
<br />SHEAR WALL. REIF. WITH
<br />5- #4 BARS EACH WAY.
<br />STEEL FRAME, SEE
<br />SHEET 56
<br />16- WIDE CONTINUOUS
<br />FOOTING UNDER STEEL
<br />FRAME AND UNDER WOOD
<br />5TUD BEAKIN6/SHEAR
<br />WALL.
<br />PIPE BOLLARDS, 5EErB
<br />31 + GI
<br />DOTTED LINES INDICATE
<br />REQUIRED LOCATION OF
<br />SHEAR O.S.B. USE (5"GDX, '
<br />FULLY BLOCKED, IOd O 4"
<br />E.N. + 12" F.N.
<br />HOLDOWNS AT ENDS OF
<br />SHEAR WALL5 A5 SHOWN.
<br />EACH WITH SIMP50N
<br />55T516 ANCHORS.
<br />INTERIOR STUD WALL5,
<br />COORDINATE WITH ARCH.
<br />VASS.
<br />2'-0" 50. x 24" THICK _—�
<br />FOOTING PADS AT EN125
<br />OF SHEAR WALLS, EA.
<br />W!3- #4 BARS EA. WAY.
<br />TRENCH DRAIN- POLYGA5T ----�
<br />SERIES 600 TYPICAL,
<br />�
<br />COORDINATE W/ CIVIL 4
<br />;Q
<br />ARCH. DWSS.
<br />24`0 CONCRETE COLUMN
<br />'
<br />EACH WITH &-0" SQ.
<br />ON GRADE AND
<br />EDGE OF
<br />SPREAD FOOTIN6. SEE %
<br />PIPE 5OLLARD5 AROUND
<br />RECYCLED OIL STORAGE
<br />Ii
<br />TANK5- COORDINATE WITH
<br />�'
<br />ARCH. DW55. 5EE c
<br />m
<br />FOR DETAIL. s1
<br />1
<br />,
<br />i
<br />CONCRETE BLOCK
<br />PILASTER, TYPICAL
<br />5EE 5HEET 54
<br />FIRE
<br />SPRINKLER
<br />RISER
<br />IN
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<br />IL - — — — — — _ — — — J
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<br />II/i/ Ii/II IIs'Y.Y�III/I II
<br />EXPLOSION CONTROL WALL,
<br />12" THICK CONCRETE BLOCK
<br />WITH 5'-0" WIDE CONTINUOUS
<br />FOOTING BELOW.
<br />W
<br />SicTByca
<br />ern — — —
<br />RIE'_1
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<br />ED&E OF SLAB-��
<br />9
<br />CANOPY Q
<br />ABOVE Q
<br />24'-0" 1T_i 24'-0" 24'-0"
<br />56 � \
<br />W `-
<br />FOUNDATION PLAN N
<br />E
<br />CONTAINMENT PITS, 2'-6"1 DEEP, SLOPE
<br />BOTTOM TOWARDS CENTER OF BUILDING
<br />AT 2%. THEN FORM SMALL GUTTER AT
<br />LOWER END IN ORDER TO PROVIDE
<br />ADDITIONAL SLOPE TO ONE CORNER.
<br />GALVANIZED STEEL BAR GRATIN&,
<br />SPAN DIRECTION SHOWN IN PLAN BY
<br />ARROW: SEE a (&RATIN(5
<br />15 SHOWN PARTIALLY).
<br />CONCRETE STEM WALL BELOW,
<br />BETWEEN CONTAINMENT PITS. 5EE %
<br />24'-0"
<br />— EXTERIOR CONCRETE SLAB, 6"
<br />THICK. REINF. W/ 05 • I61o4. EA.
<br />WAY. NON-5LIP FINISH. CAST
<br />OVER 5" GLEAN CRUSHED ROCK.
<br />5'h" THICK CONCRETE FLOOR SLAB W/ •4 a 16"o.c.
<br />EA. WAY. (SAME SLAB AT BOTTOM OF CONTAINMENT
<br />PITS) IN ALL AREAS SLAB SHALL BE CAST OVER 4"
<br />CRUSHED ROCK. IN RESTROOM AND IN OFFICE /
<br />BREAK ROOM SLAB SHALL BE CAST OVER 2" SAND,
<br />VAPOR BARRIER AND 4" GRU5HED ROCK.
<br />2' 6" WIDE CONCRETE FOOTIN&5 TYPICAL UNDER
<br />PERIMETER WALLS AND UNDER INTERIOR WIN& WALL5.
<br />INCREASE WIDTH AS REGIV TO PICK UP TRENCH DRAINS
<br />AND PILASTERS.
<br />AT EDSES OF ALL OVERHEAD DOOR OPENIN&S,
<br />INGLUDIN& BOTH OPENINGS ON &RID LINE 4, INSTALL
<br />STEEL PLATE TO MOUNT DOOR Ti�AGKS PLL15
<br />PROTECTIVE STEEL ANGLE, 5EEL�o
<br />56
<br />76" THICK COW,. SLAB W#5 ! Ib"O/- EA. WAY.
<br />-NON-SLIP FINISH; CAST OVER S" GLEAN CRUSHED ROCK. -
<br />RECESSED DOCK LEVELER, WITH f'
<br />CONCRETE WALL AND $LAD, -ALL 6"
<br />THICK V41TH 04 A Wo.c A. WAY. I'
<br />CONFIGURATION AND16m9wom _
<br />n STEEL PER MANUF��TURERS -
<br />i l REQMTS.
<br />I
<br />IGONG. SLAB, RA AND CATCH
<br />BASIN PER CIVIL 12W65.
<br />\CONCRETE RETAINING WALL5, 5EE yy
<br />ACCESS LADDER TO DOCK
<br />5" THICK CONCRETE BLOCK WINS WALL5
<br />OVER CONCRETE STEM YVALL5, SEE(I
<br />\ x
<br />24"4) CONCRETE COLUMNS EACH WITH
<br />4'x6' SPREAD FOOTING. MAKE FOOTING
<br />B INTEGRAL WITH BACK SIDE OF RETAININS
<br />WALL AND WITH WEST WALL OF DOCK
<br />LEVELER. SEE jp*� FOR 51MILAR
<br />CONDITION. 'X
<br />��'--- ED&E OF SLAB
<br />TYPICAL IN -
<br />FIRST FLOOR
<br />STORAGE
<br />AREAS AND IN
<br />MIXING ROOM.
<br />NOTE:
<br />SEE SOILS REPORT FOR SUBSRADE PREPARATION REQUIREMENTS.
<br />THE SECOND ALTERNATIVE" 15 REQUIRED AS EXPLAINED ON PA6E
<br />5 OF THE 5011-5 REPORT. IT INVOLVES REMOVING THE UPPER
<br />LAYER OF NATIVE CLAY BELOW THE BUILDING AND REPLAGIN6 IT
<br />WITH 12" OF NON -EXPANSIVE FILL. THIS SHALL EXTEND OUT 5
<br />FEET BEYOND THE BUILDIN6 PERIMETER.
<br />41, IIS
<br />TWISTED CROSS BARS
<br />✓—WX 1%" BEARING BARS t `
<br />tv I —
<br />SPAN D'"'c£CTION ,
<br />NOTES:
<br />I. b LVgp SHALL BE HOT DIPPED FILL W/ CONCRETE, 941 1 ,
<br />_ ROUND TOP.
<br />PLAN 2 ORATING WEIGHT 15 ROUGHLY 15 psl. — 6" STD. STEEL PIPE
<br />3. M1GN LOAD ON GRATING 15
<br />TWI5TW --- APPROX. 400 pe�IFORM LOAD OR 4 IW O CONCRETE
<br />1000 Ib. COW -EN TED LOAD.
<br />OR -BARS 4 — — — PIER -------
<br />4. INSTALL &RATIN& IN ROUGHLY 12"
<br />WIDE STEP' SPANNING RAL. WIDTH
<br />BEARING BARS OF EACH STORAGE AREA. � � I
<br />fe" x (EXCEPTION AT LEADIN9 EDGE CONCRETE BLOCK
<br />PLACE 12" VODE SECTION OF GRATING
<br />IN 2 PIECES, ROUGHLY 12" x & EACH, WALL
<br />SECTIO TO ALLOW FOR EASY REMOVAL AT
<br />lAW POINT OF PIT) CAREFULLY ALIGN EDGE OF DOOR --------_:7-1 �
<br />FIELD MEASURE 50 T14AT THOM 15 A OPENIN& WITH CENTER
<br />ME
<br />GAP ABOUT If" AROUND OF PIPE BOLLARD.
<br />TO ALLLL OW FOR GRATING REMOVAL. it J
<br />DETAIL - GALVANIZED STEEL 'BAR GRATING PLAN - PIPE BOLLARD DETAIL PIPE BOLLARD DETAIL
<br />82S Sw Avenue
<br />SniroC
<br />84 P9 Ca 95404
<br />Td: (707)544-0784
<br />Fm (7071544-0866
<br />© C"",+i9m 2002 --
<br />N
<br />ti R. HU S
<br />SE 45 m
<br />� A
<br />/31/04
<br />* SrRUCTUI,
<br />d�
<br />if Cf CALO
<br />K=JR
<br />STRUCTURAL ENGINEER
<br />36aDML Dimlomv,L Oma
<br />a.A&q C"2fo 94909
<br />Tek M/2/4.3Boe
<br />F. 925/2!47492
<br />k.
<br />J
<br />ED&E OF SLAB-��
<br />'
<br />ON GRADE AND
<br />EDGE OF
<br />fIU`
<br />' I 41
<br />CANOPY ABOVE
<br />Ii
<br />�'
<br />Q
<br />t
<br />D
<br />O
<br />0
<br />N
<br />24'-0" 1T_i 24'-0" 24'-0"
<br />56 � \
<br />W `-
<br />FOUNDATION PLAN N
<br />E
<br />CONTAINMENT PITS, 2'-6"1 DEEP, SLOPE
<br />BOTTOM TOWARDS CENTER OF BUILDING
<br />AT 2%. THEN FORM SMALL GUTTER AT
<br />LOWER END IN ORDER TO PROVIDE
<br />ADDITIONAL SLOPE TO ONE CORNER.
<br />GALVANIZED STEEL BAR GRATIN&,
<br />SPAN DIRECTION SHOWN IN PLAN BY
<br />ARROW: SEE a (&RATIN(5
<br />15 SHOWN PARTIALLY).
<br />CONCRETE STEM WALL BELOW,
<br />BETWEEN CONTAINMENT PITS. 5EE %
<br />24'-0"
<br />— EXTERIOR CONCRETE SLAB, 6"
<br />THICK. REINF. W/ 05 • I61o4. EA.
<br />WAY. NON-5LIP FINISH. CAST
<br />OVER 5" GLEAN CRUSHED ROCK.
<br />5'h" THICK CONCRETE FLOOR SLAB W/ •4 a 16"o.c.
<br />EA. WAY. (SAME SLAB AT BOTTOM OF CONTAINMENT
<br />PITS) IN ALL AREAS SLAB SHALL BE CAST OVER 4"
<br />CRUSHED ROCK. IN RESTROOM AND IN OFFICE /
<br />BREAK ROOM SLAB SHALL BE CAST OVER 2" SAND,
<br />VAPOR BARRIER AND 4" GRU5HED ROCK.
<br />2' 6" WIDE CONCRETE FOOTIN&5 TYPICAL UNDER
<br />PERIMETER WALLS AND UNDER INTERIOR WIN& WALL5.
<br />INCREASE WIDTH AS REGIV TO PICK UP TRENCH DRAINS
<br />AND PILASTERS.
<br />AT EDSES OF ALL OVERHEAD DOOR OPENIN&S,
<br />INGLUDIN& BOTH OPENINGS ON &RID LINE 4, INSTALL
<br />STEEL PLATE TO MOUNT DOOR Ti�AGKS PLL15
<br />PROTECTIVE STEEL ANGLE, 5EEL�o
<br />56
<br />76" THICK COW,. SLAB W#5 ! Ib"O/- EA. WAY.
<br />-NON-SLIP FINISH; CAST OVER S" GLEAN CRUSHED ROCK. -
<br />RECESSED DOCK LEVELER, WITH f'
<br />CONCRETE WALL AND $LAD, -ALL 6"
<br />THICK V41TH 04 A Wo.c A. WAY. I'
<br />CONFIGURATION AND16m9wom _
<br />n STEEL PER MANUF��TURERS -
<br />i l REQMTS.
<br />I
<br />IGONG. SLAB, RA AND CATCH
<br />BASIN PER CIVIL 12W65.
<br />\CONCRETE RETAINING WALL5, 5EE yy
<br />ACCESS LADDER TO DOCK
<br />5" THICK CONCRETE BLOCK WINS WALL5
<br />OVER CONCRETE STEM YVALL5, SEE(I
<br />\ x
<br />24"4) CONCRETE COLUMNS EACH WITH
<br />4'x6' SPREAD FOOTING. MAKE FOOTING
<br />B INTEGRAL WITH BACK SIDE OF RETAININS
<br />WALL AND WITH WEST WALL OF DOCK
<br />LEVELER. SEE jp*� FOR 51MILAR
<br />CONDITION. 'X
<br />��'--- ED&E OF SLAB
<br />TYPICAL IN -
<br />FIRST FLOOR
<br />STORAGE
<br />AREAS AND IN
<br />MIXING ROOM.
<br />NOTE:
<br />SEE SOILS REPORT FOR SUBSRADE PREPARATION REQUIREMENTS.
<br />THE SECOND ALTERNATIVE" 15 REQUIRED AS EXPLAINED ON PA6E
<br />5 OF THE 5011-5 REPORT. IT INVOLVES REMOVING THE UPPER
<br />LAYER OF NATIVE CLAY BELOW THE BUILDING AND REPLAGIN6 IT
<br />WITH 12" OF NON -EXPANSIVE FILL. THIS SHALL EXTEND OUT 5
<br />FEET BEYOND THE BUILDIN6 PERIMETER.
<br />41, IIS
<br />TWISTED CROSS BARS
<br />✓—WX 1%" BEARING BARS t `
<br />tv I —
<br />SPAN D'"'c£CTION ,
<br />NOTES:
<br />I. b LVgp SHALL BE HOT DIPPED FILL W/ CONCRETE, 941 1 ,
<br />_ ROUND TOP.
<br />PLAN 2 ORATING WEIGHT 15 ROUGHLY 15 psl. — 6" STD. STEEL PIPE
<br />3. M1GN LOAD ON GRATING 15
<br />TWI5TW --- APPROX. 400 pe�IFORM LOAD OR 4 IW O CONCRETE
<br />1000 Ib. COW -EN TED LOAD.
<br />OR -BARS 4 — — — PIER -------
<br />4. INSTALL &RATIN& IN ROUGHLY 12"
<br />WIDE STEP' SPANNING RAL. WIDTH
<br />BEARING BARS OF EACH STORAGE AREA. � � I
<br />fe" x (EXCEPTION AT LEADIN9 EDGE CONCRETE BLOCK
<br />PLACE 12" VODE SECTION OF GRATING
<br />IN 2 PIECES, ROUGHLY 12" x & EACH, WALL
<br />SECTIO TO ALLOW FOR EASY REMOVAL AT
<br />lAW POINT OF PIT) CAREFULLY ALIGN EDGE OF DOOR --------_:7-1 �
<br />FIELD MEASURE 50 T14AT THOM 15 A OPENIN& WITH CENTER
<br />ME
<br />GAP ABOUT If" AROUND OF PIPE BOLLARD.
<br />TO ALLLL OW FOR GRATING REMOVAL. it J
<br />DETAIL - GALVANIZED STEEL 'BAR GRATING PLAN - PIPE BOLLARD DETAIL PIPE BOLLARD DETAIL
<br />82S Sw Avenue
<br />SniroC
<br />84 P9 Ca 95404
<br />Td: (707)544-0784
<br />Fm (7071544-0866
<br />© C"",+i9m 2002 --
<br />N
<br />ti R. HU S
<br />SE 45 m
<br />� A
<br />/31/04
<br />* SrRUCTUI,
<br />d�
<br />if Cf CALO
<br />K=JR
<br />STRUCTURAL ENGINEER
<br />36aDML Dimlomv,L Oma
<br />a.A&q C"2fo 94909
<br />Tek M/2/4.3Boe
<br />F. 925/2!47492
<br />Ec,
<br />No2002.0i7
<br />LMc
<br />KHi-3-'?002
<br />Shv t Number
<br />l of II
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<br />Ec,
<br />No2002.0i7
<br />LMc
<br />KHi-3-'?002
<br />Shv t Number
<br />l of II
<br />
|