| 1. |
Which one of the sections below the course was intended to cover: |
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Florida building code 2023 |
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Florida Building code 2020 |
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2021 International Building code |
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All of the above |
| 2. |
Swim-up bars are only permitted at |
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Transient public lodging establishments licensed under s. 509.013(4)(a)1, Florida Statutes, |
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At theme parks |
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Entertainment complex as defined in s. 509.013(9), F.S |
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All of the above |
| 3. |
Not fewer than one layer of water-resistive barrier material shall be attached to the studs or sheathing, with flashing as described in Section 1405.4, in such a manner as to provide a continuous water-resistive barrier behind the exterior wall veneer. Water-resistive barriers shall comply with
- No. 15 felt complying with ASTM D226, Type I.
- ASTM E2556, Type I or II.
- ASTM E331 in accordance with Section 1402.2.
- Other approved materials installed in accordance with the manufacturer’s installation instructions.
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Only with one of the listed in the above. |
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Number 1 and number 2 of the above list |
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Number 1 and number 4 in the above list |
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All of the above |
| 4. |
Which one of the followings are key changes for 1518.2 underlayments (HVHZ roof slopes 2.12 or greater)
- Where felt underlayment is used, it must be 30# or equivalent (ASTM D 226 Type II, ASTM D4869 Type III or IV).
- Underlayment complying with ASTM D8257 (synthetic underlayment) has been added as an option for some roof coverings.
- Overlapping and fastening requirements for the double layer underlayment system (Item 3, Section 1518.2.1) have been revised to accommodate underlayment products that are wider than 36 inches.
- Where self-adhering strips/tapes are applied over roof deck joints, a 30# equivalent underlayment with enhanced fastening is required over the strips/tapes.
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a |
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a &b |
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a, b, and c |
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All of the above |
| 5. |
In determining dead loads for purposes of design, the weight of fixed service equipment, including the maximum weight of the contents of fixed service equipment, |
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shall be included. |
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Should not be included |
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Can be guessed at the time of the design |
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Should not be included because it is negligent |
| 6. |
The weight of photovoltaic panel systems, their support systems, and ballast shall be considered as |
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dead load. |
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Variable load |
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Seasonal load |
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Is not included in the total load. |
| 7. |
Which one of the followings shall be considered dead load |
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Photovoltaics panel system and their support on the roof |
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Solar panels and their support on the roof. |
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Weigh of landscaping and vegetation on the roof |
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All of the above |
| 8. |
Fixed ladders with rungs shall be designed to resist a single concentrated load of |
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300 lb. |
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400 lb. |
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350 lb. |
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500 lb. |
| 9. |
In design of stadiums and arenas with fixed seats shall include horizontal and perpendicular swaying forces applied to each row of seats as follows: |
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24 pounds per linear foot (0.35 kN/m) horizontal and 10 pounds per linear foot (0.15 kN/m) vertical. The loads would not be applied simultaneously. |
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50 pounds per linear foot (0.35 kN/m) horizontal and 20 pounds per linear foot (0.15 kN/m) vertical. The loads would not be applied simultaneously. |
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70 pounds per linear foot (0.35 kN/m) horizontal and 30 pounds per linear foot (0.15 kN/m) vertical. The loads would not be applied simultaneously. |
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A combination of 70 pounds horizontal and 30 pounds vertical applied simultaneously |
| 10. |
The ultimate design wind speed, Vult, in mph, for the determination of the wind loads is determined by Figures |
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1609.3(1) |
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1609.3(2) |
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1609.3(3) |
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1609.3(4) |
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All of the above |
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