1 Exam Prep General, Building and Residential Contractor ...oneexamprep.com/temp/gc-practice-test-7.pdf(1) Mix one part by volume peat and three parts by volume of topsoil (2) Add

1 Exam Prep

General, Building and Residential Contractor

Practice Test 7

1. All parties to this contract have signed a standard AIA-A101 document. Part of this contract requires the AIA-G702 and AIA-G703 be completed and submitted to the architect before the architect issues a certificate for payment. The following information applies to the contract and the work completed to date for payment Number One:

Contract amount $1,562,600 Net change by Change Orders $ 32,940

Contract sum to date $1,595,540 Retainage for completed work and materials stored to date 10 %

General conditions: scheduled value $ 162,670 General conditions: work completed 35%

Site excavation: scheduled value $ 34,950 Site excavation: work completed 15 %

Storm drainage: scheduled value $ 19,640 Storm drainage: work complete $ 19,050

Asphalt paving: scheduled value $ 63,200 Asphalt paving: work completed 25 %

Concrete foundations: scheduled value $ 106,150 Concrete foundations: work completed $ 17,280

Structural & misc. metals: scheduled value $ 99,310 Structural & misc. metals: work completed $ 84,000

Change Order # 1: scheduled value $ 32,940 Change Order # 1: work completed 75%

No other scheduled work has been completed to date. The amount to be entered for "current payment due", line 8 of AIA Document G702, is?

A $226,199 B $231,495 C $232,012 D $200,711

1 Exam Prep - General, Building and Residential Practice Test 7 1

2. Which type of contract puts the contractor and owner on the same team by encouraging cost savings and value engineering to return money to both?

A GMP B Cost plus C Time and materials D Lump sum

3. Which authority governs the sequence in which a construction project is inspected?

A The local building official B The Construction Industry Licensing Board C The Florida Building Code D The design professional

4. The number of acres in seed area number one is?

A 2.75 B .192 C .275 D .244

5. A general contractor must hire subcontractors for all of the following except?

A Installation of cedar shake roof shingles B A commercial swimming pool C A stand-alone air-conditioning system D Water distribution in a building he/she is constructing

6. According to the CSI Masterformat, elevated slab concrete is assigned to which division category?

A 03380.15 B 03380.05 C 03380.20 D 03380.00

7. The weight of one (1) number 2 base plate is how many pounds?

A Less than 200 B Between 200 and 210 C Between 210 and 220 D More than 220

8. The slope for an access aisle adjacent to a handicapped parking space shall not be steeper than?

A 1:10 B 1:12 C 1:24 D 1:48


Radius

32' Grass

Radius 16'

Drive Way Entrance

9. When using wood trusses, it is common to span the dimension?

A Longer B Shorter C Wider D Higher

10. The driveway leading to the house by the river is 6 inches thick and 700 feet long. To construct the quarter circle portion ONLY, the contractor had to order cubic yards.


Concrete Drive

11. Permanent floors shall be installed as structural steel is erected in multistory buildings, and there shall not be more than stories between the erection floor and the uppermost permanent floor.

A 2 B 4 C 8 D 3

12. Shoring for all forms in cast-in-place concrete construction shall be designed by?

A An engineer B The concrete contractor C A qualified designer D An architect

13. Which of the following statements is true?

A Single post shores shall be braced at the top and the bottom B Single Post shores shall not be spliced C Single post shores shall be aligned vertically D Adjustments to single post shores shall be made after placement of concrete


14. A performance bond guarantees the contractor will finish a project?

A In a timely manner B According to plans and specifications C Without change orders D Earlier than the contracted completion

15. The contractor has the following equipment and labor costs for placing the concrete on the second floor elevated floor slab:

Equipment: Mobile crane with 2 cubic yard bucket; 12.5 cubic yard per hour lifting and placing rate; crane rental rate is $71.50 per hour

Labor for placing concrete is $123.50 per hour

The above expenses are the only costs involved. Do not deduct for columns or stairs. The total cubic yards of concrete required for the second floor elevated slab of the Office Building east of grid line 3 is?


16. Barricades shall conform to Part IV of Uniform Traffic Control Devices to protect?

A Employees B Vehicle traffic C Equipment in use D Pedestrians

17. The quantity of clay fill necessary to backfill a trench 20 feet long, 12 feet deep and 10 feet wide at the bottom using a 1:1 slope is cubic yards?


18. To prevent buckling in the top chord plane of wood trusses , type bracing is required.

A Diagonal B Purlin C Lateral D Parallel

19. A fixed ladder cage shall contain horizontal bands no more than on center vertically.

A 1 foot 4 inches B 1 foot 8 inches C 2 feet D 4 feet


20. (Refer to Office Building Plans and the following specifications) Section 02810 Soil Preparation Part 3 Execution Paragraph 3.1 TOPSOIL

A Mixture: Topsoil mixture for all plant materials shall be prepared as follows: (1) Mix one part by volume peat and three parts by volume of topsoil (2) Add 2 pounds of commercial 50% organic 20-20-20 fertilizer to each cubic yard of the mixture (3) Add hydrated lime or iron sulfate as required in quantities necessary to bring the soil to a pH rating of 6.0

A Placement: Place mixture at a minimum depth of 4" for sod and seeded lawn areas, 12" for shrub planting areas and 18" for planters

The cost for the mixture and placement of the topsoil is $42.75 per cubic yard Make NO allowances for waste or compaction

The cost for the mixture and placement of the topsoil for the planters within the property lines is?

A Less than $2,050 B Between $2,050 and $2,150 C Between $2,151 and $2,250 D More than $2,250

21. On ceilings which will receive water based texture where the framing members are 24 inches on center, thickness of the panels must be?

A 1/2 inch B 3/8 inch C 5/8 inch D 3/4 inch

22. Checking and adjusting a builders level to ensure the line of sight is parallel to a true horizontal plane is known as?

A Three point leveling B Cross-hair sighting C Collimation D Line of sight leveling

23. A multi-wythe wall where one of the wythes is composed of dissimilar material from one or more of the other wythes is known as?

A Curtain wall B Cavity wall C Facing wythe D Shear wall


50

75

AREA 51

1 100

24. The labor and material costs for installing 1/2" gypsum drywall are:

*Labor (hanging and finishing): $0.23 per square foot *Material (gypsum drywall, nails, joint compound, and tape): $254 per 1,000 square feet

No gypsum drywall is required for any masonry walls or for the back of any precast wall panels. Assuming NO waste and deducting for column boxing and precast panels used to box in columns, the total labor and material cost for installing 1/2" gypsum drywall on all floors of the Office Building is?

A Less than $870 B Between $870 and $920 C Between $920 and $970 D More than $970

25. The owner has a great deal. The owner can purchase sod for $2.26 per square yard. The cost to sod Area 51 using the given information is?

A $ 1,060 B $ 4,238 C $ 471 D $1,413 B

A

26. Body belts and straps shall be inspected?

A Weekly B Daily C Monthly D Yearly

27. The following cost factors pertain to the concrete contractor's proposal for placing the 1'- 0" x 3'-0" concrete grade beams required for the structure:

(a) Furnishing, placing and finishing grade beam concrete at $46.87 per cubic yard (b) 10 percent waste factor (c) 24 percent job overhead and office overhead (d) 13 percent profit added based on the above data

Using only the given information, the concrete subcontractor's proposal for the concrete grade beams is?


A Less than $2,550 B Between $2,550 and $2,700 C Between $2,700 and $2,850 D More than $2,850

28. Cohesive soil with an unconfined compressive strength of 0.5 tsf or less is a?

A Stable Rock soil class B Type A soil class C Type B soil class D Type C soil class

29. The concrete required for the elevator pit floor (only) is how many cubic yards?

A Less than 2.0 B Between 2.0 and 2.5 C Between 2.5 and 3.0 D More than 3.0

30. A 12 foot curtain wall must be capable of supporting without failure an minimum of pounds per square foot.

A 50 B 100 C 150 D 200

31. Hand rails on ramps shall extend not less than inches beyond the top and bottom of ramp runs.

A 18 B 20 C 30 D 42

32. The Critical Path method defines a schedule based on?

A Deterministic duration for activities B Probabilistic duration for activities C Efficiency of activities D Gantt charts

33. The two methods for CPM calculations are?

A Late Start and Early Finish B Early Start and Early Finish C Early Start and Late Finish D Arrow diagramming and Precedence diagramming


34. A decision to start construction on the north side of a building instead of the south is an example of which type of dependency?

A Hard B Soft C Physical D Inflexible

35. Which of the following is not considered a member in a tube and coupler scaffold?

A Walk board B Posts C Bracing D Runners

36. The final payment?

shall prepare and submit a comprehensive list of items to be completed or corrected prior to

A Architect B Owner C Contractor D Sub-contractor

37. The elevation in feet of the top of the surface of the pavement at northernmost point is? The property slopes to the south at a .4% grade for drainage.

A 92.672 B 94.107 C 94.327 D 101.773

38. The Application for Payment (AIA document G702) should be prepared in accordance with the AIA document?

A G701 B G706A C G703 D A701

39. The contractor shall pay the subcontractor each progress payment not later than?

A 7 working days after the contractor receives payment from the owner B 9 calendar days after the contractor receives payment from the owner C 10 working days after the contractor receives payment from the owner D 10 calendar days after the contractor receives payment from the owner


40. A contractor was awarded a contract for construction in the amount of $170,000, with a stipulation retainage of 10% would apply until the project reached substantial completion. Costs to date include: labor costs of $12,000 which includes direct labor of $7,000 and supervision costs of $5,000 (these figures include all payroll taxes and workers' compensation); the overhead and profit (fixed overhead and profit) are calculated at 12%. There are also subcontractor payments of $28,000 and payments to material suppliers of $23,100. The contractor has received $65,000 in payments to date. Using only the given information, the current percentage of completion for the job is?

A 37 B 38 C 40 D 42

41. A clause in the prime contract calls for retainage to be lowered to 5% after the job reaches the halfway point. How much will the contractor be able to collect when the job reaches that point?

A 50% B 40% C 45% D 10%

42. Submittals are to be issued to?

A The architect at least 4 days before the bid opening B The owner at least 10 days before bid opening C The building department as soon as is practical after the award of the contract D The owner as soon as is practical after the award of the contract

43. When a difference between plans and specifications occurs, a formal document is used to obtain clarification. This document is called an and is presented to the

A RFI (Request For Information); owner or contractor B RFI (Request For Information); architect or contractor C RFC (Request For Clarification); owner or contractor D RFC (Request For Clarification); architect or contractor

44. Angle "I", located in the southeast corner of the lot is?

A 73° 44' 24" B 84° 49' 45" C 95° 55' 6" D 106° 15' 36"

45. Near critical activities in a CPM typically allow for how much float?

A 0 days B 1 day to 1 week C 1 week to 1 month D 1 week to 2 weeks


0

90.5

46. The threshold is 1 1/2 inch. The benchmark at the top of the entrance door should be?

A 92.17 B 98.21 C 98.67 D 102.33

47. The percentage of job costs generally included in the subcontract or purchase area are?

A 10% to 50% B 20% to 40% C 50% to 70% D 60°/0 to 75%

48. An example of liquidated damages related to a construction contract is best described by which of the following conditions?

A A delay which results in back-charges to a plumbing subcontractor B A water main broken during excavation C Structural steel which is damaged during delivery D A delay in the substantial completion of the project by the general contractor

49. The minimum compressive strength of concrete used for foundation walls in severe weather exposure conditions shall be psi.

A 2,500 B 3,000 C 3,500 D 2,000


50. When the height of construction exceeds 8 feet and the distance from the construction to the lot line is more than 5 feet and exceeds 1/2 the height of construction, the type of protection required for pedestrians is?

A Construction railings not less than 42" in height B Barriers and construction railings C None D Barriers with no railings

51. Fasteners used for the attachment of gypsum board to a horizontal diaphragm ceiling shall be installed not more than from the edges and ends of the gypsum board.

A 3/8 inch D 1/2 inch C 1 inch D 1/4 inch

52. When using R-value in thermal resistance designations, the term R-value means?

A The reverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces under steady state conditions per unit area

B The inverse of the time rate of flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces under steady state conditions per unit area

C The inverse of the time rate of heat flow through a warm surface from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces under steady state conditions per unit area

D The reverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces under steady state conditions per unit area

53. Which of the following does not require Code compliance by license or registration?

A Condominiums B Apartments C Single family residential D Commercial buildings

54. Duval County is in moisture regime?

A 2A B 1A C 3D D 4F


55. A wood house built in the middle region will require exterior wood frame walls to have an R-value of?

A 11 B 13 C 16 D 19

56. The benchmark is 105'. A backsight of 5.75 was taken. A second reading of 7.12 was also taken. The difference in elevation is feet.

A 103.63 B 1.37 C 117.87 D 12.87

57. The cone was emptied on the top of the finished slab. The height of the dumped concrete was 8 inches and the diameter was 10 inches. The slump was inches.

A 2 B 4 C 8 D 10

58. The use of burlap to make concrete stronger is because?

A Burlap has a very tight weave B The burlap reduces drying due to hydration C The burlap reduces evaporation due to wind D Burlap is strong and very resistant to corrosion

59. Form boards should be kept moist to?

A Stop splintering and cracking which mars the concrete surface B Keep the boards pliable C Stop water absorption D Reduce surface tension

60. When clamping steel column forms, which is not a preferred yoke?

A Metal strapping B Steel yokes C Plywood D Neoprene


61. The volume of concrete required for the planter walls is cubic yards.


62. The type of construction work which commonly uses chutes for construction is?

A Concrete B Excavation C Electrical D Network analysis

63. The first survey required for construction is the A Corner stake B Building line C Batter board D Boundary

survey.

64. The reinforcement tolerance for the Number 1 column footers is?

A +/- .5 " B +/- 25 C +/- .005" D +/- .05 "

65. To protect against snakes and rodents, exterior openings into the attic require screening with a least dimension of?

A 1/16" B 1/8 " C 1/2 " D 1/4 "

66. The number of staples required to attach double top plates using a lap splice is?

A Staples are not allowed B 4 C 8 D 12

67. According to the new Code, a site built single-family detached structure as defined by Code requiring new permitted work costing must have an insured value of to require opening protection.

A 75,000/$650,000 B. $ 80,000/$750,000 C $100,000/$750,000 D. $ 50,000/$750,000


68. Structural steel designated as W8 X 48 indicates the steel is?

A 8 inches wide and 48 ft long B 8 inches deep and weighs 48 pounds per linear foot C 8 inches deep and 48 feet long D 8 inches wide and weighs 48 pounds per linear foot

69. A material supplier informed the contractor there will be a delay in delivery of materials which will result in a 30 day delay of the scheduled completion date. There is no liquidated damage clause in their agreement. The contractor has a liquidated damage clause with the owner for $250 per day for every day the contractor is late in the scheduled completion of the project. The material supplier can finish and deliver on time by working double shifts for an additional raw cost of $7,475. Which of the following statements is the most correct?

A The contractor will lose $7,475 either way B The contractor saves $25 by allowing the material supplier to "accelerate" the job C The owner is responsible for paying the additional cost D The material supplier must "accelerate" at the material supplier's expense

70. Refer to the Office Building Plans and the following specifications:

Section 03350 - Specialty Finished Concrete Part 3 Execution Para 3.3 STAIRS AND STEPS.

Provide a non-slip abrasive finish, applied at the rate of 25 pounds per 100 square feet of surface. Provide finish on all concrete stair treads, stair landings and entrance steps. Follow the manufacturer's directions for finishing. The total pounds of non-slip abrasive finish required below elevation 26.00 feet for stair treads only is?



ANSWER KEY

1 D AIA 702 and 703 162,670 X 35% M+ 34,950 X 15% M+ 19,050 M+ 63,200 X 25% M+

17,280 M+

84,000 M+ 32,940 X 75% M+

MR - 10% Yields $200,710.80

2 A Contractors Manual 10-35

3 C Florida Building Code 2010, Building 110.3

4 C Walker's Building Estimator's Reference Book 1566 250 X M+ 240 X M- MR Yields V- 70 + 15 = 85 85 + 15 / 2 X 240 / 43,560 = .275 Acres

5 A Contractors Manual, 489.113(3)(d).(e) 2-73

6 C Contractors Manual 10-8

7 D Walker's Building Estimator's Reference Book 827 L" X W" X T" / 1,728 X 490 = Pounds 20 X 20 X 2 / 1,728 X 490 = 226.85 Note: There are 1,728 cubic inches in a cubic foot. A cubic foot of steel is rounded to 490 pounds.

8 D Florida Building Code 2010, Accessibility 502.4

9 B Walker's Building Estimator's Reference Book 897

10 B 3.14 X48 /4 X 16 X.5 /27=11.16

11 C OSHA 1926 .754(b)

12 C OSHA 1926 .703(8)(i)

13 C OSHA 1926 .703(ii)


15 C Walker's Building Estimator's Reference Book 1566

Composite Deck: 1.5 / 2 + 3 / 12 = .3125 Feet Length: .5 +19+20+ 20 + 20 + 19 + .5 = 99 Width: 20 + 20 + 20 + 19 + .5 = 79.5 LXWXT/27=CYDS 99 X 79.5 X .3125 / 27 = 91.09

16 A OSHA 1926 .202

17 A OSHA 1926 Subpart P, Appendix B, Figure B-1 32 X22 X12 /27=312.8


18

19

A

D

BCSI

OSHA 1926

39

.1053(a)(20)(v)

20 C Walker's Building Estimator's Reference Book 1566 # Planters XL X W X D/ 27 X CPCYD = Total 2 X 35.17 X 13.17X 1.5 / 27 X 42.75 = $2,200.14

21 C GA 216, 2010 Application/Finishing Gypsum Board Table 1

22 C Principles and Practices Commercial Construction 24-47

23 C Principles and Practices Commercial Construction 440

24 D Cost Per Square Foot: 254 / 1,000 + .23 = .484 Length: 19 - .5 -.33 = 18.17 # Floors X Walls X# Sides X L X H X CPSF = Total 3 X2 X2 X18.17 X 9.5 X.484=$1,002.54

25 D 50 +100 /2 X 75 / 9 X 2.26 =1,412.50

26 B OSHA 1926 .951(b)(3)

27 B Walker's Building Estimator's Reference Book 1566 Length: 1 + 19+1 + 1 +19+20+20+20+19+1 + 1 + 19 + 20 + 1= 162 # Beams X L XWXD/ 27 + Waste X Cost + OH + Profit = Total 2 X 162 X 3 X 1 / 27 + 10% X 46.87 + 24% + 13% = $2,600.70

28 D OSHA 1926 Subpart P, Appendix A (b)

29 A Walker's Building Estimator's Reference Book 1566 Length: 8.33 + .67 + .67 = 9.67 Width: 6.33 + .67 + .67 = 7.67 LXWX T/27 =CYDS 9.67 X 7.67 X .67 / 27 = 1.84

30 A Principles and Practices Commercial Construction 423

31 A Florida Building Code 2010, Accessibility 505.10.1

32 A Walker's Building Estimator's Reference Book 138

33 D Walker's Building Estimator's Reference Book 138

34 B Contractor's Manual 10-59

35 A OSHA 1926 .452(b)(1-10)

36 C AIA A201 9.8.2

37 C Principles/Practices Commercial Construction 24-47 Length: 55 + 46.83 + 25 + 80 = 206.83 L X Grade = Rise + BM = Elevation 206.83 X .4% Yields .827 + 93.50 = 94.327

38 C AIA G703 General Information

39 A AIA A201 9.6.2

40 D 170,000 / 112 % M+ 63,100 / MR % is 41.75 %


41

42

43

44

B

D

B

D

Contractors Manual

AIA A701

Contractor's Manual

89° 59' 60"

- 84 49 45

3-83

6.3.1

10-6

5 10 15

+90 0 0 +11 5 21 106° 15' 36"

45 C Walker's Building Estimator's Reference Book 145

46 C Florida Building Code 2010, Building 1008.1.1.1 90.5 + 1.5 + 6.67 = 98.67

47 C Contractors Manual 10-54

48 D Contractors Manual 10-75

49 B Florida Building Code 2010, Building 1904.3

50 C Florida Building Code 2010, Building 3306.1

51 A Florida Building Code 2010, Building 2508.5.4

52 C Florida Building Code 2010, Energy Conservation 2.8

53 C Florida Building Code 2010, Energy Conservation 103.2.3.1.1

54 A Florida Building Code 2010, Energy Conservation Table 301.1

55 B Florida Building Code 2010, Energy Conservation Table 402.1.1

56 B Principles/Practices Commercial Construction 24-47

57 B Design and Control of Concrete Mixtures 349

58 B Design and Control of Concrete Mixtures 305

59 C Design and Control of Concrete Mixtures 278

60 D Principles/Practices Commercial Construction 252

61 B #XL XH X W/ 27 = Cubic yards 2 X99.36 X3.17 X.67 / 27=15.63

62 A Principles/Practices Commercial Construction 226

63 D Principles/Practices Commercial Construction 24/29

64 A Placing Reinforcing Bars 6-18

65 A Florida Building Code 2010, Building 1203.2.1

66 D Florida Building Code 2010, Building Table 2304.9.1

67 D Florida Building Code 2010, Building 105.15



69 B 30 X 250 - 7, 475 = $25 savings.

70 B 7+19+11+11=48 # Stairwells X # Treads X L X W / 100 X Wgt. = Pounds 2 X 48 X 4.83 X 1.08 / 100 X 25 = 125.19 Note: There is always one more riser than tread. A landing is not a tread.


property lines

340.0' 17203-49'-45"W

0 C•J

55.0'

Off jV

,5: 1/0

0

a CO

5' 20' 25' 20' 20'

20'ruliu

25'

• 8

sod area #2

seed area #3

seed area 04

entranc drive

--‘....,_..property lines

vi 1' 17'

BENCHMARK

( seed area #1

cone steps

■

OFFICE BUILDING (4 stories)

(120 I -0"x100'-0") FFE @ 100.0'

120'-0"

conc steps

•-• • . • . •.

20'

-planter #1 radius (38'-0"x16'-0")

335.0' N84°-49'-45"E

,r, CENTERLINE OF PRITCHARD STREET

SITE PLAN

so . area #1

0

exit drive

seed area #2

planter #2 (38 -0" x 16' -0")

SEED AREA #2 )1

oi■ c^ 0 15%

lines -`•\

50.0' 1 8840-49'-45"W

seed area #3

0 C"

seed area #

15'

VIM ■IP".

5-

U,

5x

a a a

'walk

sod area #3

(!)

o PLANTING AREA 1

GENERAL NOTES

1. Do not scale drawings. These drawings provide typical construction details for examination purposes only, and there is no intent to furnish a complete set of drawings and/or specifications or comply with all codes.

2. All work outside property lines is not in contract.

3. Paving, curb and gutter. and radius dimensions are to pavement side of curb ana gutter, with a 20' radius unless noted other-wise.

4. All walks are 4" thick with 6x6-10/10 MAN.

5. First floor elevation 100.00' shall be referred to in other drawings as elevation 0.00'.

DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION

EXAM 7

SHEET #1

r\i , -0" (typ) 8"

xpansion joint

6'-4" (by 8'-4")

LN

L4 x 4 x

8"

el (typ)

r r- r- I :: i I ci

WL _1

1-- 7 ral I I Ea—I-- I L_1 v-L _ _1

0 0

....J 17 - -1 7-7 I— — 1 r - 7 r — —1 r I 1 i=i ICI I= 1 I= I 1 L___I 1___IwwL____I w L._ _1 v L_ _I

vzt j _ — li I I— 7

I I -1

▪ 7 1- ` Pi 1 -1,.:

,

- : r -iv. Vr -_ _ , —r i 1 1'i 1 r— -1 L J • 1.._ Al L-___ . .

NOTE: See Column & Footing Schedule on Sheet 10 for size, depth, and reinforcing of spread footings.

Concrete Curb & Gutter 10'-4"

19'-0" 20'-0" 20'-0" 20'-0"

DEPARTMENT OFBUSINESS AND PROFESSIONAL REGULATION

EXAM 7

SHEET #2

20'-0' 19'-0"

' -4"

Elevator Pit

asphalt paving

compacted limerock

,

l' -0"

120'-0"

FOUNDATION PLAN

0 Is

OFFICE 6" precast

panels

11II: aD6" precast pa

■ 111 -mmilmma

mmelev:e Immo t.

OFFICE

6" precast panels

5

al ..... di SECRETARY

6" pre ast panels

GENERAL NOTES

1. All concrete block are 8" CMG except where otherwise noted, typical all floors.

2. Interior single leaf doors are 30x 70 ; sizes include frames, typical all floors.

3. Double leaf doors are 5 4 x7-A ; sizes include frames, typical all floors.

4. All CMG walls end 1 1 -0" above acoustical ceiling, typical all floors.

5. Ceiling height in restrooms on first floor (only) is 11'-0". Ceiling height in restrooms on all other flnors is 9'-0".

6. Boxing around columns at all grid points have exterior dimensions of 1'-0"xl'-0". Add 6" to each side of the boxing dimensions where 6" precast panels are indicated.

7. Ceiling height of Mechanical Equipment Rooms on first floor (only) is 11 . -0". Ceiling height of Mechanical Equipment Rooms on all other floors is 9'-0".

0 /rut ta.....samOINSIIIII LOBBY

IA %UM II 01111. 0 0

l'-0" I'-0" t 1'-0" 6" precast

panels r

SECRETARY

#4's cont

" exp oint

OFFICE

6" precast panels

OFFICE

• exp joint

6" precast panels

W"conc slab

Conc Entrance Steps 19'-O" 20'-O" 20'-O" 20'-0" 20' -O" 19'_O" l'-0" 1 , -0"

120'-0" DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION FIRST FLOOR PLAN

EXAM 7

SHEET #3

2'-0" 101111,111111111 RRRRRRRRR

017111111111111111111111111:

11

....... . .....

120'-0"

38'-0" t_.0

precast conc cap

precast conc

panels

#5's @ 8' OC EW all four sides

4- #5's cont all four sides

cone walk

GENERAL NOTES

1. Block partition and door sizes are as noted on Sheet 3

2. Boxing around all columns have exterior dimensions of 1'-0"xl'-0" except at grid points A-1, A-3, A-6, A-7, B-1, 8-7, E-1, F-1, F-2, F-5 and F-7 which have exterior dimensions of 2'-0"x2'-0" on second floor only.

'-4" (typ

1'-0" NL 19'-0" I 20'-0" T 20'-0" 20'-0" 19 '-0" 1 1 1 -0" 20'-0"

SECOND FLOOR PLAN

Exterior Planters # I &

DEPARTMENT OF BOSSINESS AND PROFESSIONAL REGULATION

EXAM 7

20'-0" 20'-0" 2ni.o.

120 , -o"

THIRD AND FOURTH FLOOR,PLAN DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION

GENERAL NOTES

0 1. Block partition and d 2. Boxing around

1 , -0"

oor sizes are as noted on Sheet 3. all columns have exterior dimensions of

x1 I -0" except at grid points A-1, A-3, A-6, A-7, B-1, B-7, E-1, F-1, F-2, F-5 and F-7 which have exterior dimensions of 2'-0"x2'-0" on the 3rd and 4th floors only.

botto line of steel floor or roof

a

ro

standard track

suspended ceiling

1 layer of 1/2" gypsum board

5/8" #16 gage metal studs @ 24" OC maximum, no splicing in studs

c4-5/8" nominal

7.--standard runner

Flom vinyl base

Metal Stud & Drywall Partition

SHEET #5

O

O

0

7iumintuuLir

DEPARTMENT OF BUSINESS PROFESSIONAL REGULATION

SHEET #7

4th floor line 7 /

precast cone wall panels

cone steps SOUTH ELEVAT ON (NORTH ELEVATION THE SAME)

7

7 7 /

1/,

/

. -" o

N roof line

precast cone spandrel panels

3rd floor line

2nd floor line

planter #1

1 7

)1Iii el 0.00' 1st floor line


spandralite panels

precast conc fascia panels

el 38.00' $11°

el 26.00'

el 14.00' esSio

// //

///

7 /7

. .

\- PRECASTCONCRETE PANELS

precast cone fascia panels

amp up

//

East Elevation (West elevation the same)

0 7:1

roof line

4th floor line

3rd floor line

2nd floor line

1st floor line el 0.00'

PRECAST FASCIA PANELS

precast conc wall panels


el 50.00'

el 38.00'

el 26.00'

el 14.00'

DEPARTMENT OF BUSINES PROFESSIONAL REGULATI

EXAM 7

:717:77?:

/

4th floor

I • -

0

precast conc

spandrel panels

0

3rd

floor

line el 26 00'

I If •

0

0

1- - - - -1 - - -

--II-- — — spread footings, beyond

E of columns

built-up roof over rigid insulation

steel deck

roof line 50 el 50.00'

0

•04/1+VeR1319 TIL.111/

acoustical ceiling

E of col rows "B" & "E"

6" 0 -----.1.0

of col rows "A" &."F"

fcomposite (i) loor slab

2nd f oor line r.

3/4" stucco soffit

encased columns, beyond

aluminum storefront entrance

6" -I

In ■

2

00

•–•

0

precast CO=

fascia panels

precast conc spandrel panels

1/4" tempered glass in aluminum frame

precast conc spandrel panels

6"

el 14.00'

el

4" conc floor slab 1st

floor lin 0.00'

"0 C) M

O D /1 M

Ng rn pm

z z

Em

• rn2 cn

0 co z >

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Wall Section

40:=)111 r- - compacted

fill

t

0

cone walk finish grade

conc

steps

of columns

precast concrete fascia panels

built-up roof over rigid ins

steel deck

gTWOMMONINI roof line ,S0150,(0

away..

LLIIMUUVIIMMII0

0

of columns

O0

0

precast concrete

wall panels- composite floor slab

4th floor line 0!p_siisa ,

rn

0

2nd . floor line el 14.00'

O0

0

rt

acoustical ceiling

3rd floor line 'E126.00' ■-•

0 la

0

precast concrete wall panels,,A%

exp joint

L.,

0

4" cone floor slab

1st floor line at 0.00'

fitMr -

finish grade- 1.0,

•

liF= 51111W. = 71 0 M

0 II -n > M rn 0)--1 V)K

fn m z z D -4

rfl r0 0 m 11 • m co

0 C ca C vi

144 cn

OIN a> z

1' -0" x 3' -0" cone grade beam w/ 8-#5's, cont & #3 . ties @ 36" OC

compacted fill

Well Section

(spread footing beyond

Column & Footing Schedule Footing Mark V

Column Numbers

A-1, A-2, A-3, A-4, A-5, A-6, A-7, B-1, B-7, C-1, C-7, D-1, D-7, E-1, 8-7, F-1, F-2, F-3, F-4, F-5, F-6, F-7

B-2, 8-3, B-4, B-5, B-6, C-2, C-3, C-4, C-5, C-6, D-2, D-3, D-4, D-5, D-6, E-2, E-3, E-4, E-5, 8-6

roof line il, el 50.00'

top of columns el 49.33'

z.' co x c-- o

_

c co X r. w 4th floor line el 38.00'

splice el 28.00'

3rd floor line el 26.00'

o x c- o

m x Lo o 2nd floor line el 14.00' ,$)

1st floor line el 0.00' (So

top of footings el -5.00'

Base Plates size 18" x 18" 20" x 20"

(see note below) thickness lk" 2"

size 7'-6"x 7 1 -6" 8 , -.6"x8 , -6"

Footings depth 1' - 8" 2'-0"

reinforcing #5's @ 6" OC 814. bottom ---

#6'S@ 6" OC EW, BOTTOM

NOTE :

Column base plates anchored to concrete footing w/ 4-

Base plates bed on 2" grout. r. o r o

1" 4 by 16"

l'-0"

anchor bolts.

5 0 ID 17 /1 0 00

2" 2. ill

irl

ca.

..., cr

0 c et.

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n. 1 ' -0"

PQM

1") 1"

12" (tvnl 2" 12"

conc fill

10" channel or 10"x4" steel tube stringer

Stair Treads & Risers 2)

GENERAL NOTES

DEPARTMENT OF BUSINESS PROFESSIONAL REGULATIOI

EXAM 7 SHEET #11

1. Treads and risers, all stair runs are 4'-10" wide. 2. Stairs terminate at the roof. 3. Provide an abrasive hardener on all concrete stair

treads.

3rd floor line I

O 0

11 treads @ 12" = 11 1 -0"

e CI a14 I

•••

I+ II

N ■-■

4, I.. 1:t • ■•:,• • •

0

lintrel s.0W

29'-0"

Partial Section Thru Stairs

1st floor line==',.. —•:

metal pan tread & riser system

W18x4 W18x40

W16x26

W18x40 W18x40 W18x40 W18x4 W18x40

W16x26

W18x45

W18x4

W16x26

W16x26

W16x26

W18x40 W18x40 W18x40 W18x40 W18x40 W18x40

W18x40 W18x40 W18x40 8x40 W18

1 9' -0 " 20'-0" 20'-0" 1 19'-0" 1'-0" 20'-0" t 20'-0"

120'-0" DEPARTMENT OF BUSINESS A PROFESSIONAL REGULATION

SECOND, THIRD AND FOURTH FLOOR FRAMING PLAN EXAM 7

SHEET #12

0 0

is

r,

„. 4- 18J6 Jo

W2lx 55 621x49

W16x31

,. c. M X 0 0 M

Cu W sr0

3 3 "

1416x36

A to UI

X

N

C

O

—

O O

X

-

O

X

3 3

to 11-1 1,1 X

N

W16x31

W21x55

I 13- 18J6 joists

616x31 W16x31

3

W1 6x31

W21x55 W21x55

c, X o x .. vo N ".7g —.-:.,- -.3

0

C

O

13-1836 joists

3

W2 1x5 5 W21x55 W21x55 119

W16x31 W16x31 W16x31 W16x31 •

rn

3

4- 1836 joists N

3

-1 W21x55 W21x49

10'-4"

W 2 1 x 5 5

2 0 *0" 20' -0" 20' -0" 19' -0"1

-0" 1 19' -0"

ROOF FRAMING PLAN

20'-O"

120t-O"' DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION

EXAM 7 SHEET #13

FLOW CHART SYMBOL ACTIVITY

FLOW CHART ACTIVITY

SYMBOL

L

N

0

P

ACTIVITY FLOW CHART SYMBOL

Award of Contract Electrical Installation

Final Inspection

Paving, Subgrade & Base Course

Permit (Application Time)

Planter Construction

Plumbing

Bituminous Paving B

Block Masonry C Finish Flooring and Molding

Hardwood & Fixtures

Heating, Ventilating & Air Conditioning Installation

Ceilina Installation

Clean-Do Precast Concrete Panel Installation

Concrete - Curb & Walks F Roofing AA

Concrete - Floor Slabs Landscaping C Site Clearing & Grubbing BB

Concrete - Footings H Materials - Ordered & Delivered Site Survey CC

Drywall Installation I Mechanical Installation S Steel Work DD

Farrhwork - Backfill & Compactiow Painting T Trim EE Earthwork - Excavation IC Partition Installation U Window & Doors FF

GENERAL NOTES

1. This critical path method provides typical construction scheduling for examination purposes only, and there is no intent to furnish a complete CPM.

2. Numbered circles represent events, i.e., points in time that mark the start and finish of activities.

3. All days listed are working days. Make no allowance for weekends or holidays.

4.2 ere is(!5, a(Tvity anned be veep eve is

and , and , and and

CONSTRUCTION FLOW CHART

T

DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION

EXAM 7 SHEET #14

Documents

1 Exam Prep General, Building and Residential Contractor ...oneexamprep.com/temp/gc-practice-test-7.pdf(1) Mix one part by volume peat and three parts by volume of topsoil (2) Add