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NASCLA > Charts and tables > Flashcards

Charts and tables Flashcards

1
Q

ANSI - Maneuvering Clearances At Manual Swinging Doors -

A

26 /Figure 404.2.3.2(A)

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2
Q

ANSI - Ramp Surface Must Extend 12” Outside Railing

A

35/Figure 405.9.1

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3
Q

ANSI - Curbs At Ramps Shall Be At Least 4” High

A

35/Figure 403.9.2(a)

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4
Q

ANSI - Elevator Button Heights

A

41/Figure 407.2.1.1

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5
Q

ANSI - Stair Handrails Shall Extend 12” Past Nosing

A

64/Figure 505.10.2

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6
Q

ANSI - 56” /Wheelchair toilrt compartment

A

74/Figure 604.9.3.1

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7
Q

ANSI - Front Loading Floor Surface Offset 24” From Centerline

A

91/Figure 611.2(B)

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8
Q

Carpentry - Use Of Surveyor Level

A

246 /Figure 9-17

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9
Q

Carpentry - 1/2” Space At End Of Girder

A

399 /Fig. 15-5

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10
Q

Carpentry - Drywall Flush With Jamb

A

598 /Figure 21-5

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11
Q

Carpentry - Top Lap, Head Lap, Exposure

A

626 /Figure 22-1,

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12
Q

Carpentry - Min. Joint 1/4”, Joint Offset 1 1/2”

A

648 /Fig. 22-28,

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13
Q

Carpentry - Chimney Hood Prevents Downdrafts

A

715 /Figure 24-33

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14
Q

Carpentry - Moulding types

A

752 /Figure 26-3

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15
Q

Concrete - Rebar Sizes

A

94 /Table 6.1

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16
Q

CJM - Shop Drawing Flowchart

A

83 /Figure 4.3

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17
Q

CJM - Submittal Log,

A

88 /Figure 4-6

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18
Q

CJM - Preconstruction Meeting Agenda

A

185 /Figure 7-4

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19
Q

CJM -Project closeout Process

A

461 /Figure 18.1

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20
Q

CPM - Square foot project size modifier

A

197 /Figure 9.4

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21
Q

Erectors - Shows Precast Column Corbels

A

49 /Fig. 2.5.2.3(A)

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22
Q

IBC - 2 Layers Of 5/8” Drywall Produce 2 Hour Fire Rating

A

166/TABLE 721.1(1)

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23
Q

IBC - Maximum Floor Area Allowances Per Occupant

A

259/TABLE 1004.5

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24
Q

IBC - Corridor Width

A

287/TABLE 1020.2

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25
Q

IBC - Number Of Accessible Parking Spaces Required

A

308/TABLE 1106.1

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26
Q

IBC - Valley Lining Material Thickness

A

350/TABLE 1507.2.8.2

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27
Q

IBC - Wood Shingle And Shake Exposure Tables

A

351/TABLE 1507.8.6 & .9.7

28
Q

IBC - Allowable Deflection Table

A

363/TABLE 1604.3

29
Q

IBC - Presumptive Load-Bearing Values

A

434/TABLE 1806.2

30
Q

IBC - Specified Compressive Strength Table

A

442/TABLE 1808.8.2

31
Q

IBC - Panel Identification Index - 32/16

A

490/TABLE 2304.8(3)

32
Q

IBC - Fastening Schedule

A

493-496/TABLE 2304.10.1

33
Q

IBC - Floor Joist Spans

A

513-516/TABLE 2308.4.2.1(1) & (2)

34
Q

IBC - Header Span Table

A

510-512/ TABLES 2308.4.1.1(1) & (2)

35
Q

IBC - Protection Of Pedestrians

A

608/TABLE 3306.1

36
Q

Green Build - 4” X 4” Trench Silt fence

A

48 /Figure 6-7

37
Q

Green Build - Not Grey Water

A

55 /Fig. 7.2

38
Q

Gypsum - Maximum Frame Spacing Table For Drywall

39
Q

Gypsum - Maximum Frame Spacing Table For Veneer Plaster

40
Q

Gypsum - Maximum Height Of Steel Stud

41
Q

Gypsum - Fastener Spacing Table

42
Q

Gypsum - Fasteners

43
Q

Gypsum - Skip Trowel Procedure

44
Q

Gypsum - Procedure To Add Plaster Over Old Plaster

45
Q

Joist - Sweep

A

43 /Figure 5-11

46
Q

Joist - Camber Table

47
Q

Joist - End Anchorage Details For K-Series Joist

48
Q

Joist - End Anchorage Details For Long Span Joist

49
Q

Joist - End Anchorage Details For Joist Girders

50
Q

OSHA - Type B - Foam, Carbon Dioxide, Chemical

A

.150, TABLE F-1

51
Q

OSHA - Distance That Flammable Materials May Be Stored Away From Liquified Petroleum Gas

A

.153(k) TABLE F-3

52
Q

OSHA - Flammable Materials Distance From Heating Device

A

.154(b)(2) TABLE F-4

53
Q

OSHA - Maximum Allowable Slopes

A

Appendix B to Subpart P, TABLE B-1

54
Q

Pipe - Cycle Time For Rubber Tired Backhoe

A

65 /Figure 2-3

55
Q

Pipe - Load Factor Table

56
Q

Pipe - Reference Stake Info

57
Q

Post Ten - Cables 6” From Penetrations, Vertical Deviations Table

58
Q

Post Ten - 12” For Jack, Cable Diameters .5” & .6”

59
Q

Prin Prac - Bearing Capacity

A

15 /Table 2-1

60
Q

Prin Prac - Concrete Curb Detail

A

61 /Figure 3-8

61
Q

Prin Prac - In A Steel Frame Structure, What Provides Longitudinal Stability

A

350 /Fig. 10-16/11-16

62
Q

Prin Prac - Purlin Spacing

A

473 /Table 15-10

63
Q

Rebar - Rebar Sizes And Weights

64
Q

Rebar - Table Showing Rebar Chair Info - 2 Bars

A

10-2 & 13-6

65
Q

Rebar- A Rebar Bolster Is 5’ Long

A

10-4 & 13-10

66
Q

Steel Deck - Table Showing Thickness Of Reinforcing Plate

67
Q

Steel Deck - C4X5.4 - Steel Channel 4” Wide That Weighs 5.4 Pounds/Lf

NASCLA (21 decks)

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