S0 3_STRUCT… · typical development and splice length schedule ... length tension...

$: S0 3_STRUCT… · typical development and splice length schedule ... length tension development\ഠlength ldt = tension development length for a top bar = tension development ...$
15/22/17

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401 Chapala Street, Suite 105

Santa Barbara, CA 93101

phone: 805.969.6740

www.kupiecarchitects.com

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#1

S0.4

TYPICAL

CONCRETE

DETAILS

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N-001

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and applied to the appropriate conditions.

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these details are properly interpreted

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is to confirm with the Engineer that

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Prior to starting work, the contractor

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in this set of construction documents.

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necessarily referenced anywhere else

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conditions exist. These details are not

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contractor where these various general

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details which are to be used by the

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The details on this sheet are "typical"

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1

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2

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3

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4

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5

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7

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8

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9

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10

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11

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12

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13

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14

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15

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C-043

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TYPICAL DEVELOPMENT AND SPLICE LENGTH SCHEDULE AND ABBREVIATIONS

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Not to Scale

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SIZE

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Ld

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Ldt

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Lb

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Lbt

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Ldh

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#4

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22

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28

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37

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11

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#5

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27

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36

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46

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14

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#6

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33(49)

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43(64)

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56(83)

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16

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#7

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48(72)

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62(93)

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81(121)

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19

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#8

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55(82)

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71(107)

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93(139)

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22

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#9

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62(93)

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80(120)

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104(157)

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25

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#10

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70(104)

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90(136)

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118(176)

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28

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#11

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77(116)

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100(151)

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131(196)

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31

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f'c= 3,000 psi fy =60,000 psi

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28

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36

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43(64)

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62(93)

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71(107)

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80(120)

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90(136)

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100(151)

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SIZE

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Ld

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Ldt

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Lb

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Lbt

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Ldh

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#4

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19

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25

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32

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9

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#5

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24

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31

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40

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12

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#6

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28(43)

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37(55)

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48(72)

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14

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#7

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42(62)

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54(81)

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70(105)

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17

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#8

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47(71)

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62(92)

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80(120)

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19

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#9

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54(80)

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70(104)

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90(136)

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21

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#10

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60(90)

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78(117)

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102(153)

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24

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#11

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67(100)

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87(130)

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113(170)

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27

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f'c= 4,000 psi fy =60,000 psi

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25

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31

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37(55)

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54(81)

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62(92)

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70(104)

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78(117)

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87(130)

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ABBREVIATIONS

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db = BAR DIAMETER = BAR DIAMETER BAR DIAMETER Ld = TENSION DEVELOPMENT LENGTH = TENSION DEVELOPMENT LENGTH TENSION DEVELOPMENT LENGTH Ldt = TENSION DEVELOPMENT LENGTH FOR A TOP BAR = TENSION DEVELOPMENT LENGTH FOR A TOP BAR TENSION DEVELOPMENT LENGTH FOR A TOP BAR Lb = CLASS B LAP SPLICE LENGTH, 1.3 Ld = CLASS B LAP SPLICE LENGTH, 1.3 Ld CLASS B LAP SPLICE LENGTH, 1.3 Ld Lbt = CLASS B LAP SPLICE LENGTH FOR A TOP BAR, 1.3 Ldt = CLASS B LAP SPLICE LENGTH FOR A TOP BAR, 1.3 Ldt CLASS B LAP SPLICE LENGTH FOR A TOP BAR, 1.3 Ldt Ldh = TENSION DEVELOPMENT LENGTH FOR A STANDARD HOOK= TENSION DEVELOPMENT LENGTH FOR A STANDARD HOOKTENSION DEVELOPMENT LENGTH FOR A STANDARD HOOK

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NOTES:

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1. USE THE LENGTHS IN THE SCHEDULE, UNLESS NOTED OTHERWISE. USE THE LENGTHS IN THE SCHEDULE, UNLESS NOTED OTHERWISE. 2. USE LENGTH IN ( ) WHEN BAR COVER IS db OR LESS OR BAR CLEAR USE LENGTH IN ( ) WHEN BAR COVER IS db OR LESS OR BAR CLEAR SPACING IS 2db OR LESS. 3. A TOP BAR IS A HORIZONTAL BAR WITH MORE THEN 12" OF FRESH A TOP BAR IS A HORIZONTAL BAR WITH MORE THEN 12" OF FRESH CONCRETE CAST BELOW IT.

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C-023

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Not to Scale

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TYPICAL REINFORCEMENT DETAILS

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STANDARD HOOKS

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4 2- " MIN12" MIN

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R

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6 3" MIN

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CROSS TIE

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6

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1

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MAXIMUM OFFSET

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R

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6 3" MIN

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STIRRUP

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HOOP TIE (ONE PIECE)

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HOOP TIE (STIRRUP WITH CROSS TIE))

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ALTERNATE DIRECTION OF CONSECUTIVE CROSS TIES

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R

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Notes: 1. = Rebar diameter = Rebar diameter2. All bends shall be made All bends shall be made cold.

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6 3" MIN

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Radius of Bend R

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3

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4

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5

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#3 TO #8

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#9 TO #11

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#14 TO #18

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Rebar Size

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R

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R

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R

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C-021

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Scale: N.T.S.

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1-1/2

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1

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1

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2

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9"

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MIN

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1'-6"

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MIN

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10'-0"

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90 % MAX

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DENSITY

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BACKFILL PER

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SPECIFICATIONS

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GROUND

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LINE

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TRENCH

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IF PIPE DEPTH IS FIXED,

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LOWER FTG, AS

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NECESSARY TO

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MEET THIS

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REQUIREMENT

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PIPE TRENCHES PARALLEL TO FOOTINGS ARE NOT

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PERMITTED BELOW THESE LINES, UNLESS APPROVED

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BY THE STRUCTURAL ENGINEER.

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TYPICAL PIPE & TRENCHES PARALLEL TO FOOTINGS

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6"

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MIN.

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8"

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MAX

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TYPICAL PIPE & TRENCHES TRANSVERSE TO FOOTINGS

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SHALL PASS

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THRU THIS

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OF FTG.

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AROUND SLEEVES

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BEFORE CASTING

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MAKE SAME WIDTH

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AS FOOTING BY

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WIDTH OF

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ARE TO BE 2"

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LARGER THAN THE

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PIPE

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STEPPED DOWN

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SO THAT CONC. FILL

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DOES NOT

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NOTES:

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MORE THAN 3'-0"

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BELOW BOTT. OF FTG.

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USE COMPACTED FILL

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PER SPECIFICATIONS.

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2. TRENCHES & PIPES

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ARE NOT PERMITTED

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BELOW COLUMN FTGS.

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3'-0"

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PIPE TRENCH

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NO PIPE

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PORTION

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PLACE CONC. FILL

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FOOTING,

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(MIN. SLEEVE DIA.

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+ 1'-6")

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ALL PIPE SLEEVES

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FOOTINGS SHALL BE

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EXCEED 3'-0"

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1. FOR PIPES

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#5 BAR

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BOTT. BAR,

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@ EA.

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LAP 32%%C

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MIN.

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6"

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MIN.

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6"

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Scale: N.T.S.

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C-004

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5

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SEE NOTE

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10'-0" MIN.

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ADJACENT

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EXTERIOR

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GRADE

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2

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SEE NOTE

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"D" (MIN.)

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TO PLAN

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WIDTH, REFER

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1

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SEE NOTE

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"D" (MIN.)

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SUB-GRADE

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BUILDING FLOOR

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GRADE

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ADJACENT EXTER.

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LINE OF STEEP

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2

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SEE NOTE

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"D" (MIN.)

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GRADE

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EXTERIOR

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ADJACENT

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5

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SEE NOTE

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10'-0" MIN.

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TO PLAN

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WIDTH, REFER

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REINF. TOP & BOTT.

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DEPTH, CONT. HORIZ.

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PLAN FOR WIDTH,

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CONT. FTG., REFER TO

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1

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SEE NOTE

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"D" (MIN.)

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SUB-GRADE

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BUILDING FLOOR

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6

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5

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4

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3

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2

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BEAMS, OR ISOLATED PAD FOOTINGS, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS.

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THESE DEPTH OF FOOTINGS REQUIREMENTS ARE VALID FOR CONTINUOUS FOOTINGS, GRADE

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TO MAINTAIN A MINIMUM DISTANCE OF 10'-0" FROM GRADE.

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WHERE ADJACENT GRADE SLOPES STEEPLY AWAY FROM FOOTINGS, DEEPEN FOOTING

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FLOOR ELEVATIONS AND GRADING PLAN.

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PLANS. EXACT NUMBER AND LOCTION OF STEPS ARE TO BE DETERMINED FROM FINISH

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ALL LOCATIONS AND NUMBER OF STEPS IN BOTTOM OF FOOTING ARE NOT SHOWN ON THE

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PIPE & TRENCH TYPICAL DETAIL.

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LOWER THE FOOTING AS REQUIRED BY PIPE TRENCHES ADJACENT TO THE FOOTING PER

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FOUNDATION PLAN.

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OF STEPS AND LOCATION OF THE STEPS ARE NOT NECESSARILY SHOWN ON THE

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STEPPED FOOTING TYPICAL DETAIL TO ACHIEVE THE REQUIRED MINIMUM DEPTH "D". NUMBER

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FOOTING MUST BE LOWERED. STEP THE FOOTING TO THE REQUIRED DEPTH PER THE

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WHEN THE ADJACENT EXTERIOR GRADE IS LOWER THAN THE BUILDING SUB-GRADE, THE

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FOLLOWING NOTES, OR AS INDICATED IN THE DRAWINGS, SPECIFICATIONS, OR SOILS REPORT.

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FLOOR SUB-GRADE ELEVATION. FOOTING WILL HAVE TO BE LOWERED AS REQUIRED IN THE

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THIS IS THE ABSOLUTE MINIMUM DEPTH OF FOOTING, AS MEASURED FROM THE BUILDING

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1

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CONT. FTG., REFER TO PLAN FOR WIDTH, DEPTH, CONT. HORIZ. REINF. TOP & BOTT.

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NOTES:

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Not to Scale

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CONTINUOUS FOOTING EMBEDMENT

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Anchor Bolt Embedment Schedule

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1/2"

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TYPICAL ANCHOR BOLT EMBEDMENT IN CONCRETE

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Not to Scale

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Minimum Embedment

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NOTES: 1. Embedments above are the minimum required Embedments above are the minimum required unless otherwise shown on drawings. 2. Embedment is exclusive of grout or drypack. Embedment is exclusive of grout or drypack. 3. These embedments do not apply to anchor bolts These embedments do not apply to anchor bolts for holdowns.

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5/8"

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3/4"

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7/8"

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8"

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1"

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Anchor Bolt Diameter

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in Concrete

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IN CONCRETE

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#4 PERIMETER BAR CONT. OUTSIDE A.B.

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EMBEDMENT

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NEW REBAR OR DOWEL

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NEW

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EXISTING

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C-007

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TYPICAL DOWEL IN CONCRETE ADHESIVE

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Not to Scale

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NEW CONCRETE OR MASONRY

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CLEAN & PREPARE EXISTING SURFACE PRIOR TO PLACING NEW CONCRETE OR CMU

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EXISTING CONCRETE OR MASONRY

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SET NEW DOWEL OR REBAR AT A 22.5°ANGLE WHENEVER POSSIBLE

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Embedment Schedule

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Size of Rebar or Threaded Rod

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Embedment

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#4 or " 12"

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in Concrete

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in CMU

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4"

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#5 or " 58"

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5- "12"

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5"

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#6 or " 34"

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7"

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6"

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Drill Bit Diameter

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58"

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34"

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78"

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#7 or " 78"

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7"

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1"

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#8 or 1"

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8"

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1- " 18"

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4- "12"

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NOTES: 1. Use Simpson SET-XP (UES265) for dowels embedded in existing solid grouted CMU. Use Simpson SET-XP (UES265) for dowels embedded in existing solid grouted CMU. 2. Use Simpson SET-XP (UES265) for dowels embedded in existing concrete. Use Simpson SET-XP (UES265) for dowels embedded in existing concrete. 3. Follow concrete adhesive manufacturer's instructions for installation of dowels. Follow concrete adhesive manufacturer's instructions for installation of dowels. 4. Continuous special inspection is required for installation of all dowels. Continuous special inspection is required for installation of all dowels. 5. Contact Structural Engineer if existing CMU is hollow. Contact Structural Engineer if existing CMU is hollow. 6. Embedments in table are only to be used where specific embedments are Embedments in table are only to be used where specific embedments are not called out on plans & details.

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7"

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7"

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Not to Scale

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TYPICAL FOOTING REINFORCEMENT LAYOUT

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CORNER

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CORNER ALTERNATIVE

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LONGITUDINAL REINF PER PLAN

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DOWEL TO MATCH LONGITUDINAL REINF

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ALTERNATIVE: BEND LONGITUDINAL REINF TO LAP AS SHOWN

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LONGITUDINAL REINF PER PLAN

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BEND LONGITUDINAL REINF TO LAP AS SHOWN

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PLAN VIEW

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INTERSECTION

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C-022

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8"

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8"

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8"

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8"

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TYPICAL EQUIPMENT CURBS & PADS ON CONCRETE SLABS

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Not to Scale

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TYPICAL EQUIPMENT PAD

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TYPICAL EQUIPMENT CURBS

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#4 x @ 18" O.C. AROUND PERIMETER OF PAD - DRILL AND GROUT w/ NON-SHRINK GROUT INTO SLAB

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6"

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CONC. PAD f'c=3000 PSI

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3 "12"

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CLEAN SURFACE PRIOR TO CONC. POUR

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#4 @ 12" O.C. EA. WAY

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(1) #4 x CONT.

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#4 @ 18" O.C. - DRILL AND GROUT w/ NON-SHRINK GROUT INTO SLAB

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(2) #4 x CONT.

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#4 @ 18" O.C. - DRILL AND GROUT w/ NON- SHRINK GROUT INTO SLAB

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NOTES:

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1. FOOTING SHALL BE CONSIDERED TO BE "CONSTRAINED" WHERE POST TOP IS ENCASED IN FOOTING SHALL BE CONSIDERED TO BE "CONSTRAINED" WHERE POST TOP IS ENCASED IN CONCRETE CURB AND 4'-0" MINIMUM WIDTH OF CONCRETE PAVING, OTHERWISE FOOTING SHALL BE CONSIDERED "NON-CONSTRAINED". 2. FOOTINGS SURROUNDED BY EXTERIOR GRADE AND OTHER THAN AS DESCRIBED IN NOTE 1 FOOTINGS SURROUNDED BY EXTERIOR GRADE AND OTHER THAN AS DESCRIBED IN NOTE 1 SHALL BE CONSIDERED "NON-CONSTRAINED".

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6'-0"<H<8'-0"

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3'-6"<H<6'-0"

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5'-0" 0.C.

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2'-6"

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2'-0"

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2" STD PIPE

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<3'-6"

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MAX POST SPACING

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FOOTING DEPTH, D

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NON-CONSTRAINED

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POST SIZE

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POST HEIGHT, H

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CONSTRAINED

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(NOTE 2)

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(NOTE 1)

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2" STD PIPE

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3" STD PIPE

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4'-0" 0.C.

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3'-6"

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3'-0"

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5'-0" 0.C.

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4'-3"

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3'-6"

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TYPICAL FENCE POST

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Not to Scale

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~

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CONC. PAVING PER CIVIL, WHERE OCCURS (NOTE 1)

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HORIZ. FENCING PER ARCH

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GALV. STL. PIPE FENCE POST, PER SCHED.

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CONC. CURB, WHERE OCCURS PER ARCH, SEE DTL. 11/S0.4 (NOTE 1)

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EXTERIOR GRADE PER CIVIL, WHERE OCCURS (NOTE 2)

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CONC. FTG., PER SCHED.

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TYPICAL PIPE POST @ CURB

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Not to Scale

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~

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CLR. TYP.

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CONC. CURB HT. & WIDTH PER ARCH

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CONC. PAVING PER CIVIL

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GALV. STL. POST PER SCHED. 12/S0.4

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#4 x 4'-0" MIN. EA. SIDE OF STL. POST, MAINTAIN 12" MIN. CLR. TO POST

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CONC. FTG. PER SCHED. 12/S0.4

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NOTES: 1. COORDINATE CURB SIZE w/ ARCH, MECH AND ELECT. COORDINATE CURB SIZE w/ ARCH, MECH AND ELECT. 2. EQUIPMENT PAD SIZE TO BE 6" LARGER THAN EQUIPMENT PAD SIZE TO BE 6" LARGER THAN EQUIPMENT IN EACH DIRECTION, UNO. 3. COORDINATE EXACT SIZE AND LOCATION OF CURB COORDINATE EXACT SIZE AND LOCATION OF CURB AND PADS WITH EQUIPMENT PROVIDED, INCLUDING ANCHORAGE REQUIREMENTS.

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TYPICAL CONSTRUCTION JOINT

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Not to Scale

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POUR #1

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POUR #2

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STOP TOP REBAR @ JOINT

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2" DEEP TROWELED JOINT @ EDGE OF POUR

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CONTINUOUS KEY FROM 2x4

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CONTINUOUS BOTTOM REBAR

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CLR

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CLR

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FORMSAVER DOWEL AT CONTRACTOR'S OPTION

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4

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No.30964

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V

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.

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K

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Y

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R

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O

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G

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E

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Expires: 03/31/12

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3

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401 Chapala Street, Suite 105

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phone: 805.969.6740


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TYPICAL STEEL

DETAILS

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N-001

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and applied to the appropriate conditions.

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these details are properly interpreted

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is to confirm with the Engineer that

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Prior to starting work, the contractor

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in this set of construction documents.

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necessarily referenced anywhere else

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conditions exist. These details are not

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contractor where these various general

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details which are to be used by the

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The details on this sheet are "typical"

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1

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Scale: N.T.S.

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TYPICAL STEEL BASE PLATE - PLAN VIEW

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3" MIN.

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TYPE BP-4

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D

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D

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B

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B

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TUBE STEEL COL. SHOWN. DETAILS

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ARE SIMILAR FOR PIPE COL.

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N O T E :

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D =

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C =

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1/4" MIN.

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WELD COL. TO PL. w/1/4" FILLET ALL AROUND

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ANCHOR BOLTS w/ DBL. NUTS = 3/4"%%C w/9" MIN. EMBEDMENT

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PLATE THICKNESS = 3/4"

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UNLESS NOTED OTHERWISE :

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TYPE BP-1

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C

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L

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B

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B

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B

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B

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A =

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B =

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TYPE BP-2

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A

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A

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1-1/2" MIN.

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1/2" MIN.

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A

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TYPE BP-3

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A

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B

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B

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B

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B

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C

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B

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B

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B

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C

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B

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S-003

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Scale: N.T.S.

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TYPICAL PIPE COLUMN IN STUD WALL (TUBE COL. SIMILAR)

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C

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L OF

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COL.

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2-3/4" @ 2x6

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1-3/4" @ 2x4

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3/16"

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TYP.

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F.O.S.

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1-3/4" @ 2x4

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2-3/4" @ 2x6

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F.O.S.

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C

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L

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2-1/2" + (1/2) COL. O.D.

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2-3/4" @ 2x6

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1-3/4" @ 2x4

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C

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C

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C

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F.O.S.

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2-1/2" + (1/2) COL. O.D.

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2-3/4" @ 2x6

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1-3/4" @ 2x4

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L

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C

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L

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C

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PIPE COL. @ MIDDLE OF WALL

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PIPE COL @ CORNER (ALTERNATE)

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PIPE COL. @ CORNER

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PIPE COL. @ END OF WALL

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NOTE:

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COL. NAILERS SHALL BE 3x WD. PLATES

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w/ 5/8"%%C THREADED STUDS @ 48" O.C.

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USE TIGHTER SPACING OF THREADED

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STUDS AT SHEARWALL. REFER TO SHEARWALL

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SCHEDULE FOR REQUIRED STUD SPACING.

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COL. & WALL

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Scale: N.T.S.

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STEEL BASE PLATE - TYPE BP-5

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PLAN

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12" TYP.

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1 " TYP.12" TYP.

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1 " TYP.12" TYP.

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1/4"

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EMBED PL " w/ 34" w/ (4) " x 10" WHS34" x 10" WHS

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SECTION

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T/CONC SLAB EL PER PLAN

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HSS COL PER PLAN w/ EMBED PLATE

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3" CLR

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THICKEN SLAB AS REQ'D

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SLAB DEPRESSION WHERE OCCURS

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~

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STL. COL. & BP PER PLAN

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Scale: N.T.S.

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TYPICAL STEEL COLUMN @HD

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CONC. FTG., TYP. REINF. NOT SHOWN

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(3) #4 x w/IN HAIRPINS

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(4) ADD'L #4 x HAIRPINS, ORIENT PREP. TO CONC. EDGE, @ 45°@ SLAB CORNER

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2'-6"

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PLAN VIEW

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Scale: N.T.S.

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STEEL BASE PLATE - TYPE BP-6

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WALL FRAMING, LOCATION PER ARCH.

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CONSTRUCTION JOINT PER PLAN, WHERE OCCURS

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~

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~

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~

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~

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B

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C

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NOTE: REFER TO 2/S0.5 FOR DIMENSIONS

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AB

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SECTION

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CONSTRUCTION JOINT PER PLAN

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ADD'L HAIRPINS PER 4/S0.5

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4

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No.30964

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Expires: 03/31/12

dinouye

Typewritten Text

3

KEY PLAN

4A

4B

3A

3B

2A

2B

1A

1B

5A

5B

6A

6B

6C

7A

7B

7C

8A

8B

9A

9B

9C

N.T.S.

3' - 11 1/4"

17' - 10 1/2"

2' - 3 1/4"

11' - 10 1/8"

10' - 6 1/2"

HSS

4X4X

1/4

BP-5

HSS4X

4X1/

4

BP-5

HSS

4X4X

1/4

BP-5

HSS4X

4X1/

4

BP-5

5" ø

STD

PIP

E

BP-6

HD

5" ø

STD

PIP

E

BP-6

HD

5" ø

STD

PIP

E

BP-3

HD

5" ø STD P

IPE

BP-2

5" ø

STD

PIP

E

BP-6

HD

5" ø

STD

PIP

E

BP-6

5" ø

STD

PIP

E

BP-6

5" ø

STD

PIP

E

BP-2 5"

ø S

TD P

IPE

BP-2 5"

ø S

TD P

IPE

BP-6 5"

ø S

TD P

IPE

BP-6

1

S3.1

1

S3.1

1

S3.1

1

S3.1

1.1

1.4 1.5

1.A 1.A

1.C

1.F

1.6

1.31.2

1.G

1.E

1.D

1.B

3' -

0"

3' -

0"

SW4-L

21'-6"

6x8

HD

6x8

HD

SW3

19'-9"

SW2-L

21'-6"

6x8HD

SW5-K

20'-9"

6x8HD

2

S3.1

2

S3.1

2

S3.1

3

S3.1

3

S3.1

1

4 7/8"

4 7/8"

5" ø

STD

PIP

E

BP-3

HD

SW1-N

6'-6"

SW1-N

7'-0"

1' - 7 5/8"

1' - 8 3/8"

1

1

1

1

1

1

1

4

S3.1

5

S4.1

1' - 5 1/2"

1' - 6"

1' - 5 7/8"

1' - 5 7/8"

1' -

6"

1' - 6"

4' - 0"

4' -

0"

4' - 0"

4' - 0"4'

- 0

"

4' - 0"

4' - 0"

4' - 0"

14' - 9" +/-

11' - 8" +/-

11' - 8" +/-

11' - 6" +/-

13' - 0" +/-

8' - 11" +/-

12' - 1" +/-

15' - 9" +/-

11' - 1" +/-

10' - 0" +/-

4

4

4

4 4

4

4

4

4

8" CONCRETE MAT FOUNDATION SLAB WITH TOP AND BOTTOM REINFORCEMENT PER DETAIL 5/S3.1. VAPOR BARRIER UNDERLAYMENT AND SOIL PREPARATION SHALL BE AS DIRECTED BY THE GEOTECHNICAL REPORT.

MECHANICAL OR ELECTRICAL EQUIPMENT w/ RAISED CONCRETE PAD. TOP OF PAD OR CURB SHALL BE AT, OR ABOVE, FINISHED FLOOR ELEVATION. REFER TO CIVIL DRAWINGS.

STEEL FENCE POST AT MECHANICAL YARD ENCLOSURE, REFER TO 5/S4.2.

LOCATE COLUMN AT TOP OF CONCRETE WALL.

LOCATE COLUMN AT TOP OF CONCRETE SLAB (UNO).

CANTILEVERED WINDOW FRAME ABOVE, REFER TO ARCHITECTURAL PLANS.

MECHANICAL YARD ENCLOSURE, COORDINATE WITH MECHANICAL, PLUMBING AND ARCHITECTURAL PLANS FOR EXTENTS, AND CIVIL DRAWINGS FOR SLAB ELEVATIONS.

1 1/2" MAX SLAB DEPRESSION FOR SHOWER AT BUILDING 4 ONLY.

FOUNDATION KEYNOTES

NOT ALL KEYNOTES MAY APPLY TO THIS SHEET

1

2

3

4

5

6

7

8

G1. REFER TO S0.1 THROUGH S0.3 FOR STRUCTURAL GENERAL NOTES, ABBREVIATIONS, SYMBOLS AND INSPECTION SCHEDULE.

G2. REFER TO SPECIFICATION SHEETS FOR ADDITIONAL MATERIAL, QUALITY CONTROL AND WORKMANSHIP REQUIREMENTS.

G3. TYPICAL DETAIL REFERENCE DRAWINGS:S0.4 - TYPICAL CONCRETE DETAILSS0.5 - TYPICAL STEEL DETAILSS0.6-S0.7 - TYPICAL WOOD DETAILS

G4. REFER TO CIVIL DRAWING F-1 FOR BUILDING SLAB ELEVATION. ELEVATIONS INDICATED ON STRUCTURAL PLANS REFER TO THE DIMENSION ABOVE OR BELOW THE BUILDING SLAB ELEVATION.

G5. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS AND LOCATIONS OF ALL WALL OPENINGS.

G6. ALL DIMENSIONS SHOWN ARE TO EDGE OF CONCRETE SLAB, TO CENTER OF INTERIOR WALL, OR TO CENTERLINE OF POST OR COLUMN, UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL PLANS FOR OTHER DIMENSIONS.

GENERAL PLAN NOTES

F1. ALL COLUMNS ARE CENTERED ON THE GRID LINES UNLESS NOTED OTHERWISE.

F2. ALL FOOTINGS ARE CENTERED UNDER COLUMNS AND BEARING WALLS UNLESS NOTED OTHERWISE ON PLANS AND DETAILS.

F3. COORDINATE WITH ARCHITECTURAL PLANS FOR SLOPED AND DEPRESSED SLABS, CONCRETE CURBS, FLOOR DRAINS AND ADDITIONAL EMBEDDED ITEMS NOT SHOWN ON THESE DRAWINGS. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION.

F4. COORDINATE SIZE AND LOCATION OF ALL HOUSEKEEPING PADS AND CURBS WITH ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. SEE DETAIL 10/S0.4.

F5. INDICATES STEEL COLUMN SHAPEINDICATES BASE PLATE TYPE PER S0.5.INDICATES COLUMN USED AS HOLDOWN, REFER TO 4/S0.5 FOR REQUIREMENTS.

F6. INDICATES PLYWOOD SHEAR WALL PER SCHEDULE S0.3.

INDICATES MINIMUM LENGTH OF SHEAR WALL

F7. INDICATES APPROXIMATE HOLDOWN LOCATION PER SHEAR WALL SCHEDULE. REFER TO TYPICAL DETAILS FOR INFORMATION ON EXACT LOCATION OF HOLDOWNS WITH RESPECT TO THE WALL CORNERS AND JAMBS.

F8. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT:a. THE BUILDING PAD WAS PREPARED IN

ACCORDANCE WITH THE SOILS REPORT;b. THE UTILITY TRENCHES HAVE BEEN PROPERLY

BACKFILLED AND COMPACTED; ANDc. THE FOUNDATION EXCAVATIONS, FORMING AND

REINFORCEMENT COMPLY WITH THE SOILS REPORT AND APPROVED PLAN.

F9. INDICATES CHECKERBOARD SLAB POUR SEQUENCE. ALL AREAS OF LIKE COLOR SHALL BE POURED TOGETHER. ADJACENT SLABS OF DIFFERENT COLOR SHALL BE POURED NO SOONER THAN 14 DAYS APART. SLAB CONCRETE MIX SHALL INCLUDE SIKA CONTROL-40 SHRINKAGE REDUCING ADMIXTURE, OR APPROVED EQUAL. REFER TO TYPICAL DETAIL 13/S0.4

FOUNDATION PLAN NOTES

PIPE

SW4-K

10'-0"

BP-2

HD

4

No.30964

V.KY

ROG

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G

ED

NAS

NA

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FORPD

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OF CA LIFOR

NIA

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© A

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. 2016

401 Chapala Street, Suite 105Santa Barbara, CA 93101

phone: 805.969.6740


PUBLIC WORKS DEPARTMENT ENGINEERING

DIVISION

DE

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AW

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D

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NG

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DWG. NO.

BID NO. SHT. DES.

PBW. NO.

12

/5/2

017

1:4

7:4

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Issue

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FOUNDATION PLAN

SCALE: 1/4" = 1'-0"1FOUNDATION PLAN - RETAIL 1AB (8AB OPPOSITE HAND)

RETAIL

1AB-8AB

THIS PLAN INDICATES STRUCTURAL FOUNDATION REQUIREMENTS FOR:• RETAIL 1AB (SHOWN) • RETAIL 8AB (OPPOSITE HAND)

COORDINATE WITH ARCHITECTURAL PLANS FOR DIMENSIONAL INFORMATION:• RETAIL 1AB - A1.10• RETAIL 8AB - A1.19

REFER TO CIVIL SHEET F-1 FOR FINISH FLOOR ELEVATIONS REQUIRED TO MEET FEMA REQUIREMENTS.

1

1

#D

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Typewritten Text

3

KEY PLAN

4A

4B

3A

3B

2A

2B

1A

1B

5A

5B

6A

6B

6C

7A

7B

7C

8A

8B

9A

9B

9C

N.T.S.KEY PLAN

4A

4B

3A

3B

2A

2B

1A

1B

5A

5B

6A

6B

6C

7A

7B

7C

8A

8B

9A

9B

9C

N.T.S.







GENERAL PLAN NOTES









FOUNDATION KEYNOTES


1

2

3

4

5

6

7

8

2.C

2.B

2.A

2.32.22.1

13' - 1 3/4" 20' - 6"

HSS

4X4X

1/4

BP-5

5" ø

STD

PIP

E

BP-2

HD

HSS4X

4X1/

4

BP-5

5" ø

STD

PIP

E

BP-2

5" ø

STD

PIP

E

BP-3

1

S3.1

5" ø

STD

PIP

E

BP-2

5" ø

STD

PIP

E

BP-2

HD

5" ø

STD

PIP

E

BP-2

HD

5" ø

STD

PIP

E

BP-3

HSS4X

4X1/

4

BP-5

HSS4X

4X1/

4

BP-5

1

S3.1

1

S3.1

1

S3.1

18' - 4 1/4" 53' - 7 3/4"

33' -

0"

33' -

0"

7

S3.1

2' - 2 1/2"

2' -

2 1

/2"

2' -

0"

2' - 0"

2' - 2 1/2"

2' -

2 1

/2"

2' -

0"

2' - 0"

18' - 4 1/4" 20' - 0"

2

S3.1

3

S3.1

3

S3.1

3

S3.1

3

S3.1

6

S3.1

TYP @ COL

6

S3.1

TYP @ COL

2

S3.1

2' -

0"

2' -

0"

3' -

0"

3' -

0"

4' -

0"

4' - 0"

4' - 0"

5" ø

STD

PIP

E

BP-2

6x8

HD

6x8

HD

PSW4-L

29'-0"

6x8

HD

6x8

HD

PSW4-K

28'-0"

SW4

24'-6"

SW4

24'-6"

5" ø

STD

PIP

E

BP-2

HD

1

72' - 0"

66' -

0"

(70'

-0"

@ IN

DU

ST

RIA

L 4A

B-5

AB

)

(35'

-0"

@ IN

DU

ST

RIA

L 4A

B-5

AB

)(3

5'-0

" @

IND

US

TR

IAL

4AB

-5A

B)

2 TYP.

66

66

4

S3.2

S3.2

5

1

TYP

TYP

1

1

1

1

1

1

4' -

0"

4

S3.1

8

11' - 0" +/- 13' - 11" +/- 16' - 7" +/- 16' - 7" +/- 13' - 11" +/-11

' - 0

" +/

-14

' - 3

" +/

-16

' - 1

" +/

-13

' - 8

" +/

-11

' - 0

" +/

-

4

4















PIPE

SW4-K

10'-0"

BP-2

HD

4

No.30964

V.KY

ROG

ER

G

ED

NAS

NA

V I LC I

FORPD

ERETSI

GER

REENI

GNE

LANOI

SSE

OF CA LIFOR

NIA

ST

ATE

© A

LL R

IGH

TS

RE

SE

RV

ED

KU

PIE

C A

RC

HIT

EC

TS

P.C

. 2016


phone: 805.969.6740



DIVISION

DE

SIG

N

DR

AW

N

CH

EC

KE

D

CIT

Y E

NG

INE

ER

DA

TE

OR

IGIN

AL S

IGN

ED

DA

TE

DWG. NO.

BID NO. SHT. DES.

PBW. NO.

12

/5/2

017

1:4

7:4

1 P

M

S1.11

Issue

Da

te

6100 H

olli

ste

r A

venue

Santa

Barb

ara

, C

A 9

3117

Santa

Barb

ara

Airport

Pro

ject S

tatu

s

FOUNDATION PLAN

SCALE: 1/4" = 1'-0"1FOUNDATION PLAN - INDUSTRIAL 2AB-3AB

INDUSTRIAL

2AB-3AB

PASEO

PER ARCH

THIS PLAN INDICATES STRUCTURAL FOUNDATION REQUIREMENTS FOR:• INDUSTRIAL 2AB (SHOWN) & 4AB• INDUSTRIAL 3AB & 5AB (OPPOSITE

HAND)

COORDINATE WITH ARCHITECTURAL PLANS FOR DIMENSIONAL INFORMATION:• INDUSTRIAL 2AB - A1.11• INDUSTRIAL 3AB - A1.12• INDUSTRIAL 4AB - A1.13• INDUSTRIAL 5AB - A1.14


1

1

#D

AT

EA

PP

RO

VE

D

1P

LA

N C

HE

CK

RE

VIS

ION

S5

/22

/17

4A

DD

EN

DU

M #

11

2/5

/17

dinouye

Typewritten Text

3

KEY PLAN

4A

4B

3A

3B

2A

2B

1A

1B

5A

5B

6A

6B

6C

7A

7B

7C

8A

8B

9A

9B

9C

N.T.S.









FOUNDATION KEYNOTES


1

2

3

4

5

6

7

8

6.1 6.2 6.3

6.A

6.B

6.C

HSS4X

4X1/

4

BP-5

HSS4X

4X1/

4

BP-5

1

S3.1

1

S3.1

18' - 4 1/4" 53' - 7 3/4"

1

S3.1

35' -

0"

35' -

0"

2' - 0"

2' -

0"

2' - 2 1/2"

18' - 4 1/4" 13' - 1 3/4" 20' - 0" 20' - 6"

5" ø

STD

PIP

E

BP-3 5"

ø S

TD P

IPE

BP-2

HD

5" ø

STD

PIP

E

BP-2

HD

5" ø

STD

PIP

E

BP-2 5"

ø S

TD P

IPE

BP-2 5"

ø S

TD P

IPE

BP-2

5" ø

STD

PIP

E

BP-2 5"

ø S

TD P

IPE

BP-2 5"

ø S

TD P

IPE

BP-2

2

S3.1

2

S3.1

3

S3.1

3

S3.1

TYP @ COL

6

S3.1

MATCH LINEMATCH LINE

3' -

0"

3' -

0"

3' -

0"

3' -

0"

4' -

0"

4' - 0" 4' - 0"

SW5

24'-6"

PSW5-L

20'-9"

6x8

HD

6x8

HD

6x8

HD

PSW4-L

32'-3"

6x8

HD

6x8

HD

1' - 6"

SEE S1.13 SEE S1.13

7

S3.1

1

2 TYP.

66

1

1

11

4

S3.1

11' - 0" +/- 13' - 11" +/- 16' - 7" +/- 16' - 7" +/- 13' - 11" +/-

6' -

4"

+/-

10' -

0"

+/-

10' -

0"

+/-

17' -

0"

+/-

15' -

8"

+/-

11' -

0"

+/-

4

4







GENERAL PLAN NOTES















PIPE

SW4-K

10'-0"

BP-2

HD

4

No.30964

V.KY

ROG

ER

G

ED

NAS

NA

V I LC I

FORPD

ERETSI

GER

REENI

GNE

LANOI

SSE

OF CA LIFOR

NIA

ST

ATE

© A

LL R

IGH

TS

RE

SE

RV

ED

KU

PIE

C A

RC

HIT

EC

TS

P.C

. 2016


phone: 805.969.6740



DIVISION

DE

SIG

N

DR

AW

N

CH

EC

KE

D

CIT

Y E

NG

INE

ER

DA

TE

OR

IGIN

AL S

IGN

ED

DA

TE

DWG. NO.

BID NO. SHT. DES.

PBW. NO.

12

/5/2

017

1:4

7:4

1 P

M

S1.15

Issue

Da

te

6100 H

olli

ste

r A

venue

Santa

Barb

ara

, C

A 9

3117

Santa

Barb

ara

Airport

Pro

ject S

tatu

s

FOUNDATION PLAN

SCALE: 1/4" = 1'-0"4FOUNDATION PLAN - INDUSTRIAL 6AB-7AB-9AB INDUSTRIAL

6AB-7AB-9AB

PASEO

PER ARCH

THIS PLAN INDICATES STRUCTURAL FOUNDATION REQUIREMENTS FOR:• INDUSTRIAL 6AB (SHOWN) & 9AB• INDUSTRIAL 7AB (OPPOSITE HAND)

COORDINATE WITH ARCHITECTURAL PLANS FOR DIMENSIONAL INFORMATION:• INDUSTRIAL 6AB - A1.15• INDUSTRIAL 7AB - A1.17• INDUSTRIAL 9AB - A1.20


1

1

#D

AT

EA

PP

RO

VE

D

1P

LA

N C

HE

CK

RE

VIS

ION

S5

/22

/17

4A

DD

EN

DU

M #

11

2/5

/17

dinouye

Typewritten Text

3

KEY PLAN

4A

4B

3A

3B

2A

2B

1A

1B

5A

5B

6A

6B

6C

7A

7B

7C

8A

8B

9A

9B

9C

N.T.S.









FOUNDATION KEYNOTES


1

2

3

4

5

6

7

8







GENERAL PLAN NOTES

6.1 6.2 6.3

6.C

6.D

HSS4X

4X1/

4

BP-5

HSS4X

4X1/

4

BP-5

5" ø

STD

PIP

E

BP-2

HD

5" ø

STD

PIP

E

BP-2

HD

5" ø

STD

PIP

E

BP-3

5" ø

STD

PIP

E

BP-25"

ø S

TD P

IPE

BP-25"

ø S

TD P

IPE

BP-2

35' -

0"

18' - 4 1/4" 13' - 1 3/4" 20' - 0" 20' - 6"

2' -

0"

2' - 0"

2' - 2 1/2"

2' -

2 1

/2"

1

S3.1

1

S3.1

1

S3.1

18' - 4 1/4" 53' - 7 3/4"

3

S3.1

3

S3.1

2

S3.1

TYP @ COL

6

S3.1

MATCH LINEMATCH LINE

3' -

0"

3' -

0"

4' -

0"

4' - 0"

SW5

24'-6"

SW5-K

13'-0"

6x8

HD

6x8

HD

SW4-K

12'-6"

6x8

HD

6x8

HD

SEE S1.12 SEE S1.12

1

66

1

1

1

1

4

S3.1

11' - 0" +/- 13' - 11" +/- 16' - 7" +/- 16' - 7" +/- 13' - 11" +/-

11' -

0"

+/-

14' -

3"

+/-

9' -

9"

+/-

6' -

4"

+/-

4

4















PIPE

SW4-K

10'-0"

BP-2

HD

4

No.30964

V.KY

ROG

ER

G

ED

NAS

NA

V I LC I

FORPD

ERETSI

GER

REENI

GNE

LANOI

SSE

OF CA LIFOR

NIA

ST

ATE

© A

LL R

IGH

TS

RE

SE

RV

ED

KU

PIE

C A

RC

HIT

EC

TS

P.C

. 2016


phone: 805.969.6740



DIVISION

DE

SIG

N

DR

AW

N

CH

EC

KE

D

CIT

Y E

NG

INE

ER

DA

TE

OR

IGIN

AL S

IGN

ED

DA

TE

DWG. NO.

BID NO. SHT. DES.

PBW. NO.

12

/5/2

017

1:4

7:4

2 P

M

S1.16

Issue

Da

te

6100 H

olli

ste

r A

venue

Santa

Barb

ara

, C

A 9

3117

Santa

Barb

ara

Airport

Pro

ject S

tatu

s

FOUNDATION PLAN

SCALE: 1/4" = 1'-0"1FOUNDATION PLAN - INDUSTRIAL 6C-7C-9C

INDUSTRIAL

6C-7C-9C

PASEO

PER ARCH

THIS PLAN INDICATES STRUCTURAL FOUNDATION REQUIREMENTS FOR:• INDUSTRIAL 6C (SHOWN) & 9C• INDUSTRIAL 7C (OPPOSITE HAND)

COORDINATE WITH ARCHITECTURAL PLANS FOR DIMENSIONAL INFORMATION:• INDUSTRIAL 6C - A1.16• INDUSTRIAL 7C - A1.18• INDUSTRIAL 9C - A1.21


1

1

#D

AT

EA

PP

RO

VE

D

1P

LA

N C

HE

CK

RE

VIS

ION

S5

/22

/17

4A

DD

EN

DU

M #

11

2/5

/17

dinouye

Typewritten Text

3

S0 3_STRUCT… · typical development and splice length schedule ... length tension...

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Transcript of S0 3_STRUCT… · typical development and splice length schedule ... length tension...