2025-10-21; City Council; 05; Adoption of Plans, Specifications, Contract Documents, Authorization to Advertise for Bids for the Veterans Memorial Park Project and the Faraday Avenue Improvements Proj — Carlsbad City Council, October 21, 2025 (part 19 of 21)

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1.4 1.0

0.2 0.1

0.1 0.1

0.3 0.7

1.0 1.0

0.6 0.2

0.1 0.1

0.2 0.4

0.6 0.6

0.3 0.2

0.5 1.2

3.2 7.6

2.8 1.1

0.6 0.6

1.0 1.5

1.8 2.1

1.3 1.0

0.6 0.5

0.6 0.6

0.3 0.3

0.2 0.4

0.7 1.0

1.0 1.0

1.1 1.1

0.9 0.8

0.6 0.5

0.3 0.2

0.2 0.2

0.2 0.3

0.5 0.7

0.9 0.7

0.4 0.2

0.1 0.1

0.2 0.3

0.6 0.9

1.4 2.5

5.6 6.1

3.1 1.1

0.3 0.2

0.1 0.1

0.2 0.4

0.7 1.2

2.1 2.5

1.6 0.8

0.7 1.1

1.1 0.8

0.3 0.1

0.2 0.4

0.7 1.3

1.3 0.8

0.4 0.1

0.1 0.1

0.1 0.2

0.5 0.9

0.9 0.5

0.2 0.2

0.6 2.3

4.2 5.7

1.7 0.7

0.6 0.9

1.0 0.7

0.8 1.1

1.0 0.9

0.9 0.8

0.9 0.7

0.3 0.2

0.2 0.3

0.5 0.6

0.9 1.1

1.5 2.2

2.7 1.6

1.1 0.7

0.4 0.1

0.1 0.1

0.2 0.4

0.5 0.6

0.4 0.3

0.3 0.3

0.2 0.2

0.3 0.5

0.7 0.9

1.2 1.4

1.8 1.8

2.1 1.3

0.4 0.1

0.1 0.1

0.1 0.3

0.7 1.5

3.9 6.9

3.0 0.9

0.3 0.6

0.9 1.0

0.7 0.3

0.1 0.2

0.4 0.9

1.7 2.4

1.2 0.3

0.2 0.2

0.2 0.1

0.1 0.1

0.3 0.9

1.2 0.9

0.4 0.3

0.4 0.8

1.4 2.5

1.9 1.2

0.9 1.1

1.1 0.5

0.2 0.5

0.8 0.7

0.8 1.1

1.2 1.2

0.9 0.6

0.4 0.3

0.2 0.3

0.3 0.4

0.9 2.3

5.7 7.0

4.0 1.6

0.9 0.5

0.4 0.3

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.7

0.7 0.7

0.8 0.8

0.8 1.0

0.8 0.5

0.3 0.4

0.5 0.4

0.2 0.1

0.2 0.3

0.4 0.8

1.6 3.7

5.5 1.4

0.4 0.5

1.0 1.0

0.9 0.5

0.3 0.1

0.1 0.4

0.8 1.8

6.1 2.9

0.6 0.2

0.3 0.4

0.3 0.3

0.1 0.1

0.6 1.6

1.6 0.7

0.4 0.3

0.2 0.3

0.7 1.3

1.3 1.4

1.5 1.1

0.3 0.1

0.2 0.4

0.4 0.5

0.5 0.9

1.7 2.4

1.6 1.0

0.5 0.3

0.1 0.1

0.1 0.3

0.8 2.3

3.4 3.6

2.4 1.3

1.1 1.0

0.9 0.8

0.8 0.8

1.0 1.3

1.8 2.2

2.5 1.8

1.2 1.1

0.9 0.8

0.6 0.3

0.1 0.1

0.1 0.2

0.2 0.2

0.5 0.6

0.7 0.9

1.1 1.5

1.8 1.4

1.3 0.7

0.6 1.0

1.2 1.1

0.5 0.2

0.1 0.1

0.1 0.2

0.6 1.4

5.6 5.4

2.0 0.5

0.2 0.5

0.7 0.5

0.3 0.1

0.1 0.1

0.4 2.2

3.6 1.2

0.6 0.3

0.2 0.1

0.2 0.6

1.3 1.6

2.4 1.8

0.3 0.1

0.1 0.2

0.2 0.2

0.1 0.3

1.2 3.8

6.5 2.5

1.1 0.6

0.2 0.1

0.1 0.2

0.4 0.7

1.0 0.7

0.9 1.0

1.2 1.1

1.2 1.4

1.4 1.3

1.7 3.5

6.7 7.5

4.6 2.3

1.1 0.8

0.7 0.5

0.3 0.2

0.1 0.1

0.2 0.3

0.4 0.7

0.9 0.9

0.9 1.0

1.1 0.7

0.3 0.4

0.5 0.7

1.0 1.8

1.6 0.6

0.2 0.1

0.1 0.1

0.3 0.9

2.2 4.0

2.1 1.1

0.4 0.3

0.7 1.0

0.8 0.3

0.1 0.1

0.5 2.0

6.7 2.3

0.9 0.4

0.1 0.1

0.1 0.4

1.1 1.9

5.2 2.3

0.6 0.2

0.1 0.1

0.5 1.8

4.4 6.1

2.8 1.2

0.5 0.2

0.2 0.3

0.4 0.4

0.2 0.2

0.2 0.3

0.6 1.0

1.2 1.6

2.0 1.7

1.6 1.9

2.6 3.0

1.5 0.6

0.3 0.2

0.2 0.2

0.1 0.1

0.2 0.3

0.5 0.7

1.0 1.1

1.1 1.0

0.8 0.7

0.5 0.2

0.1 0.2

0.5 1.0

2.2 4.3

1.5 0.3

0.1 0.1

0.3 0.7

1.2 1.7

1.2 0.6

0.3 0.3

0.3 0.8

1.2 0.9

0.3 0.1

0.1 0.1

0.1 0.2

0.2 0.5

2.1 4.8

5.1 1.1

0.5 0.1

0.1 0.1

0.4 0.9

2.2 7.5

2.8 0.9

0.3 0.2

0.1 0.1

0.1 0.3

0.8 1.7

1.9 2.4

1.4 1.0

0.7 0.5

0.4 0.5

0.4 0.2

0.1 0.1

0.1 0.3

0.5 0.8

1.2 1.4

1.8 2.6

2.2 2.5

1.4 0.6

0.2 0.1

0.1 0.1

0.1 0.4

0.6 1.1

1.8 2.1

1.5 0.8

0.5 0.4

0.3 0.2

0.1 0.1

0.3 0.6

1.6 5.8

4.1 1.1

0.3 0.1

0.2 0.4

0.7 0.9

1.2 0.8

0.3 0.2

0.2 0.2

0.4 1.5

1.6 0.9

0.4 0.4

0.3 0.2

0.2 0.3

0.4 0.4

0.4 0.5

0.9 2.1

4.0 1.5

0.5 0.1

0.1 0.2

0.5 1.0

2.7 6.6

2.5 0.8

0.5 0.4

0.3 0.2

0.1 0.1

0.1 0.2

0.3 0.4

0.4 0.6

0.9 1.1

0.8 0.7

0.7 0.4

0.1 0.1

0.1 0.2

0.4 0.8

1.5 3.6

6.8 4.4

1.8 0.6

0.2 0.1

0.1 0.1

0.1 0.3

0.7 1.5

3.5 6.5

2.9 0.9

0.3 0.2

0.1 0.1

0.1 0.4

0.9 3.3

5.9 2.7

0.9 0.2

0.1 0.1

0.5 0.8

0.9 1.0

0.9 0.4

0.1 0.1

0.2 0.3

0.9 3.2

2.5 0.9

0.6 0.6

0.7 0.9

0.9 0.9

1.0 0.9

0.8 0.6

0.5 0.7

1.9 1.5

0.8 0.2

0.2 0.4

0.7 1.4

2.9 4.2

1.6 1.1

0.9 0.6

0.4 0.2

0.1 0.1

0.2 0.1

0.1 0.1

0.3 0.6

0.7 0.6

0.7 1.0

1.1 0.9

0.5 0.3

0.1 0.1

0.1 0.3

0.7 1.3

2.6 6.1

3.8 1.3

0.5 0.2

0.1 0.1

0.1 0.3

0.7 1.6

4.1 6.4

3.6 1.2

0.3 0.1

0.1 0.1

0.1 0.5

1.4 2.7

1.9 1.0

0.4 0.2

0.1 0.1

0.1 0.4

0.9 1.0

0.9 0.9

0.6 0.3

0.1 0.1

0.3 0.6

2.2 6.2

2.9 1.0

0.7 0.8

0.9 1.2

1.5 2.8

4.1 2.9

2.1 1.4

1.0 0.9

1.3 1.7

1.4 0.9

0.7 0.9

1.4 2.6

4.0 4.2

2.0 1.3

1.1 0.8

0.5 0.3

0.1 0.1

0.1 0.3

0.3 0.3

0.4 0.7

1.3 1.5

1.1 0.6

0.4 0.2

0.1 0.1

0.3 0.6

1.0 1.4

1.9 1.5

1.1 0.7

0.4 0.4

0.5 0.9

1.1 1.6

2.2 1.6

1.4 0.6

0.2 0.1

0.1 0.1

0.3 0.9

1.2 1.3

0.4 0.2

0.2 0.1

0.1 0.3

0.4 0.5

1.1 1.2

1.0 0.8

0.6 0.4

0.3 0.1

0.1 0.2

0.7 2.3

7.2 2.1

0.8 0.5

0.4 0.5

0.6 1.1

2.3 4.7

6.7 4.5

2.3 1.4

1.2 1.3

1.7 1.5

1.4 1.3

1.8 4.1

7.7 8.1

4.6 1.9

0.9 0.7

0.5 0.3

0.2 0.1

0.1 0.1

0.1 0.2

0.9 2.7

3.6 1.5

0.8 0.4

0.1 0.1

0.1 0.3

0.4 0.6

0.7 1.0

1.0 0.9

0.9 0.8

0.7 0.9

1.1 0.8

0.4 0.4

0.3 0.3

0.2 0.1

0.1 0.1

0.3 0.7

0.9 1.1

0.5 0.1

0.1 0.1

0.1 0.8

1.5 2.4

2.2 1.3

0.7 0.5

0.6 0.5

0.3 0.1

0.1 0.1

0.4 1.7

4.7 1.5

0.6 0.3

0.1 0.1

0.1 0.2

0.7 1.8

2.1 1.3

1.0 0.8

0.9 1.2

1.4 1.5

1.4 1.2

1.4 1.9

2.9 3.4

1.8 0.5

0.2 0.2

0.2 0.1

0.1 0.1

0.3 1.7

5.8 4.8

1.5 0.7

0.3 0.1

0.1 0.1

0.2 0.2

0.2 0.4

0.7 0.9

1.0 0.8

0.8 0.7

0.5 0.2

0.1 0.1

0.2 0.2

0.1 0.1

0.1 0.4

0.7 0.8

0.9 0.7

0.3 0.1

2.0 4.3

6.1 1.9

0.7 0.3

0.4 0.8

0.7 0.5

0.1 0.1

0.1 0.2

1.3 2.0

1.0 0.4

0.1 0.1

0.1 0.2

0.4 0.5

0.3 0.2

0.2 0.4

0.6 0.8

0.9 0.7

0.5 0.5

0.8 1.3

1.3 0.9

0.3 0.1

0.1 0.1

0.1 0.3

1.0 2.9

5.6 3.7

1.2 0.5

0.1 0.1

0.1 0.2

0.3 0.4

0.5 0.9

1.2 1.0

0.8 0.6

0.4 0.2

0.1 0.1

0.1 0.2

0.3 0.4

0.4 0.6

0.9 0.9

0.8 0.7

0.4 0.1

2.9 6.9

2.4 1.0

0.5 0.3

0.4 0.9

1.1 0.7

0.1 0.1

0.1 0.2

1.0 1.2

0.7 0.2

0.1 0.1

0.1 0.2

0.2 0.2

0.1 0.1

0.2 0.3

0.4 0.5

0.5 0.5

0.5 0.7

0.9 1.0

1.1 0.7

0.4 0.3

0.3 0.3

0.2 0.1

0.1 0.1

0.1 0.2

0.2 0.1

0.1 0.1

0.1 0.2

0.4 1.0

1.5 2.5

1.5 0.9

0.4 0.1

0.1 0.1

0.3 0.4

0.7 1.0

1.4 1.3

1.3 1.0

0.6 0.3

0.2 0.1

0.1 0.1

0.2 0.4

0.6 0.9

1.2 1.4

1.2 1.0

0.7 0.4

0.2 0.1

3.0 2.3

1.1 0.6

0.5 0.4

0.3 0.9

1.4 0.9

0.3 0.1

0.1 0.4

1.0 1.0

0.6 0.2

0.2 0.1

0.1 0.1

0.2 0.2

0.1 0.1

0.2 0.3

0.5 0.7

0.9 1.1

1.3 1.5

1.7 1.7

1.5 1.2

1.0 0.9

0.9 0.7

0.4 0.2

0.1 0.1

0.2 0.2

0.2 0.3

0.3 0.3

0.1 0.1

0.2 0.2

0.2 0.3

0.7 1.1

1.0 0.7

0.4 0.2

0.2 0.5

1.0 1.7

3.9 3.5

1.7 0.7

0.4 0.3

0.1 0.1

0.2 0.5

0.9 1.5

3.1 3.8

2.1 0.9

0.5 0.3

0.2 0.1

1.5 0.8

0.5 0.5

0.6 0.6

0.5 1.2

2.5 1.3

0.5 0.2

0.2 0.4

0.8 0.7

0.5 0.4

0.5 0.5

0.4 0.4

0.5 0.5

0.5 0.4

0.2 0.1

0.2 0.3

0.6 0.8

1.2 1.4

2.6 5.3

7.2 6.4

3.3 1.7

1.4 1.2

1.1 1.2

1.0 0.6

0.3 0.4

0.4 0.4

0.3 0.4

0.6 0.7

0.4 0.1

0.1 0.1

0.1 0.5

0.9 0.6

0.4 0.4

0.6 1.2

2.9 6.7

6.2 2.2

0.6 0.2

0.1 0.1

0.1 0.2

0.3 0.3

0.5 1.0

2.1 6.0

7.5 2.9

0.9 0.2

0.1 0.1

0.7 0.4

0.3 0.7

1.1 0.8

0.8 1.7

4.8 2.2

0.7 0.3

0.2 0.3

0.5 0.5

0.5 0.4

0.6 0.9

1.0 1.3

1.3 1.3

1.2 0.9

0.6 0.4

0.3 0.3

0.5 0.6

0.7 0.8

1.3 2.3

3.3 2.7

1.6 1.1

0.9 1.0

1.1 1.2

1.3 1.6

1.7 1.5

1.5 0.7

0.4 0.5

0.6 0.9

0.9 0.5

0.2 0.2

0.1 0.1

0.1 0.2

0.5 0.6

0.7 0.9

1.1 1.6

3.3 3.0

2.6 1.0

0.3 0.1

0.1 0.1

0.3 0.6

0.7 0.9

1.1 1.5

2.9 3.1

2.6 1.4

0.4 0.1

0.3 0.3

0.6 1.3

1.4 1.2

1.0 2.3

7.1 2.9

0.9 0.4

0.2 0.2

0.3 0.4

0.4 0.4

0.7 1.0

1.2 2.2

4.4 6.2

4.9 2.8

1.5 1.0

0.8 0.6

0.5 0.3

0.2 0.2

0.4 0.9

1.3 1.1

0.6 0.3

0.3 0.4

0.5 0.7

1.0 1.7

3.9 5.9

3.9 1.5

0.4 0.3

0.6 1.0

1.3 1.8

1.1 0.9

0.5 0.3

0.1 0.1

0.1 0.3

0.5 0.7

0.9 1.2

1.0 0.8

0.7 0.7

0.4 0.2

0.2 0.2

0.3 0.4

0.5 0.9

0.9 1.0

1.1 1.3

1.0 0.9

0.6 0.8

0.4 0.2

0.1 0.6

0.8 1.8

1.9 1.6

1.1 0.7

1.7 4.5

4.1 1.1

0.6 0.3

0.2 0.2

0.2 0.3

0.3 0.3

0.4 0.5

0.9 2.0

3.8 3.9

3.2 1.9

1.3 1.0

0.6 0.4

0.2 0.1

0.2 0.4

0.7 1.0

1.0 0.8

0.6 0.4

0.4 0.3

0.2 0.4

0.8 1.5

3.3 6.6

3.8 1.3

0.5 0.4

0.6 1.3

2.7 4.5

2.8 1.5

0.4 0.1

0.1 0.1

0.2 0.4

0.6 0.7

0.5 0.3

0.2 0.2

0.2 0.4

0.5 0.7

1.0 1.3

1.2 1.2

1.0 0.9

0.7 0.3

0.1 0.1

0.2 0.2

0.1 0.1

1.9 3.2

4.5 2.3

1.4 0.9

0.5 0.6

2.2 2.7

1.1 0.7

0.6 0.6

0.4 0.4

0.3 0.2

0.2 0.3

0.7 1.3

1.2 0.6

0.6 0.5

0.6 0.6

0.4 0.2

0.1 0.1

0.4 0.6

1.0 1.2

1.3 1.4

1.2 1.0

0.8 0.6

0.6 0.7

0.8 1.2

1.6 2.0

1.5 1.1

0.9 0.7

0.9 1.5

4.8 7.4

2.5 0.6

0.2 0.1

0.1 0.2

0.3 0.3

0.2 0.1

0.1 0.1

0.2 0.2

0.4 0.6

1.2 2.0

3.2 2.2

1.0 0.6

0.5 0.4

0.2 0.1

0.1 0.1

3.1 7.6

3.3 1.9

1.6 0.8

0.3 0.3

1.1 1.6

1.2 0.7

0.7 1.0

1.1 1.1

1.0 0.9

0.7 0.5

0.3 0.2

0.3 0.4

0.3 0.2

0.1 0.1

0.2 0.2

0.2 0.1

0.1 0.1

0.3 0.6

0.9 1.3

1.7 2.3

2.8 2.7

2.1 1.5

1.2 1.0

0.9 0.9

0.8 0.8

1.0 1.1

1.1 1.0

0.9 1.0

1.5 3.7

3.9 1.4

0.4 0.1

0.1 0.1

0.2 0.2

0.1 0.1

0.3 0.7

1.4 3.9

7.2 4.1

1.3 0.3

0.2 0.1

0.1 4.3

4.1 1.8

1.9 1.7

0.6 0.1

0.2 0.7

1.4 1.2

0.7 0.8

1.1 1.4

2.3 4.1

2.9 1.9

1.1 0.7

0.5 0.4

0.3 0.2

0.1 0.1

0.1 0.2

0.4 0.8

1.3 2.1

3.4 5.1

5.3 3.9

2.5 1.6

1.3 1.0

0.7 0.6

0.3 0.3

0.6 1.0

0.9 0.9

0.7 0.7

1.0 1.7

1.5 0.9

0.4 0.2

0.1 0.1

0.2 0.4

0.5 0.4

0.3 0.5

0.8 1.4

2.7 4.6

3.5 1.9

0.5 0.1

0.1 2.2

1.6 1.5

2.7 2.3

0.4 0.1

0.2 0.7

1.2 0.9

0.6 0.4

0.4 0.7

1.5 3.7

7.3 5.9

2.8 1.5

1.1 1.0

0.8 0.5

0.2 0.1

0.1 0.1

0.2 0.4

0.6 0.8

1.4 2.6

5.1 8.2

8.4 5.3

2.9 1.7

1.2 0.8

0.6 0.4

0.2 0.1

0.3 0.9

1.1 0.8

0.4 0.3

0.4 0.7

1.2 1.2

0.9 0.4

0.2 0.1

0.2 0.3

0.4 0.4

0.8 0.8

0.7 0.7

0.7 0.8

1.1 1.3

1.4 1.0

1.0 0.6

0.3 0.1

0.1 1.3

1.1 1.7

6.0 2.6

0.6 0.2

0.2 0.7

1.0 0.9

0.7 0.3

0.1 0.2

0.5 1.4

2.4 1.9

1.6 1.3

1.3 1.1

1.0 0.9

0.7 0.3

0.3 0.3

0.2 0.1

0.1 0.1

0.3 0.5

0.8 1.1

1.6 2.7

5.0 8.5

9.6 5.9

2.9 1.6

0.9 0.6

0.4 0.2

0.1 0.1

0.4 1.0

1.3 0.6

0.2 0.1

0.1 0.3

0.8 1.0

0.8 0.6

0.3 0.3

0.4 0.7

0.9 1.4

1.2 1.2

0.8 0.6

0.6 0.7

0.9 0.5

0.3 0.2

0.2 0.3

0.2 0.1

0.9 0.9

2.2 7.5

2.7 0.8

0.3 0.5

0.9 1.0

0.9 0.7

0.5 0.2

0.1 0.2

0.4 0.6

0.5 0.3

0.4 0.7

1.0 1.1

1.1 1.1

1.1 0.8

0.7 0.5

0.4 0.2

0.2 0.4

0.6 0.9

1.2 1.6

2.4 3.9

5.8 5.9

3.9 2.3

1.4 0.8

0.5 0.3

0.2 0.1

0.3 0.8

1.5 1.2

0.3 0.1

0.1 0.1

0.2 0.6

0.9 0.8

0.5 0.4

0.6 1.0

1.7 3.7

2.9 1.4

0.6 0.4

0.3 0.4

0.4 0.4

0.1 0.1

0.1 0.7

0.9 3.1

4.9 1.8

0.6 0.4

0.9 1.1

1.2 0.8

0.7 0.6

0.6 0.3

0.2 0.3

0.3 0.2

0.1 0.1

0.2 0.4

0.7 1.0

1.3 1.8

2.7 2.0

1.3 0.8

0.5 0.3

0.4 0.5

0.8 0.9

1.2 1.7

2.3 3.0

3.2 2.6

1.8 1.3

0.9 0.6

0.3 0.2

0.3 0.6

1.3 2.9

1.3 0.2

0.1 0.1

0.1 0.4

0.9 1.0

0.7 0.4

0.6 1.1

3.0 6.8

5.7 1.9

0.5 0.2

0.1 0.1

0.2 0.2

0.1 0.1

0.1 0.4

0.9 2.1

2.0 0.6

0.5 0.7

1.4 1.4

0.8 0.5

0.6 0.9

1.0 0.9

0.6 0.4

0.3 0.2

0.1 0.1

0.2 0.3

0.6 1.4

4.0 7.2

5.1 2.0

1.0 0.6

0.4 0.4

0.5 0.5

0.6 0.7

1.0 1.2

1.5 1.6

1.4 1.2

1.0 0.7

0.4 0.3

0.4 0.9

2.8 5.2

1.3 0.3

0.1 0.1

0.2 0.7

1.2 1.1

0.7 0.8

1.2 1.8

3.8 3.3

2.6 0.9

0.2 0.1

0.1 0.1

0.1 0.3

1.0 1.4

1.0 0.5

0.7 1.4

2.3 1.3

0.3 0.2

0.4 0.7

1.2 1.5

1.5 0.9

0.6 0.4

0.2 0.1

0.1 0.1

0.4 1.6

3.1 3.9

3.3 1.5

1.1 0.9

0.7 0.7

0.6 0.5

0.4 0.6

0.8 0.8

0.9 0.9

1.0 1.0

0.8 0.6

0.5 0.6

1.3 5.1

4.8 1.8

0.4 0.3

0.3 0.6

1.3 1.8

1.2 0.7

0.9 1.2

1.2 1.0

0.9 0.7

0.4 0.1

0.1 0.4

0.9 1.2

0.6 0.6

1.2 4.3

4.0 0.9

0.2 0.1

0.1 0.2

0.7 2.0

4.3 2.9

1.3 0.7

0.3 0.1

0.1 0.1

0.2 0.5

1.0 0.9

0.9 1.0

1.1 0.9

0.8 0.8

0.9 1.0

1.1 1.1

1.0 0.9

0.9 1.0

1.1 1.0

0.9 1.1

1.8 5.4

2.8 1.2

0.6 0.3

0.5 0.9

2.5 3.5

1.1 0.7

0.9 0.7

0.3 0.2

0.2 0.2

0.2 0.1

0.1 0.5

0.7 0.9

0.6 0.8

2.4 7.4

3.0 0.8

0.2 0.1

0.1 0.1

0.2 0.8

3.2 7.5

4.3 1.3

0.6 0.2

0.1 0.1

0.1 0.2

0.3 0.3

0.2 0.2

0.3 0.5

0.8 0.8

0.8 1.0

1.3 1.5

2.5 3.6

2.7 2.3

1.9 1.9

2.0 2.4

2.4 2.3

2.2 2.8

3.5 1.4

0.8 0.5

0.4 0.6

1.4 5.6

3.7 1.2

0.6 0.5

0.3 0.1

0.1 0.1

0.1 0.4

0.5 0.5

0.6 1.2

4.2 3.7

2.0 0.5

0.2 0.1

0.1 0.1

0.1 0.5

1.8 3.0

4.2 2.3

1.2 0.6

0.2 0.1

0.1 0.1

0.1 0.3

0.4 0.5

0.5 0.6

1.1 2.4

5.6 8.2

6.4 3.5

3.1 4.7

7.0 7.7

4.9 3.3

2.6 2.1

1.1 0.6

0.4 0.4

0.7 1.9

7.2 3.2

1.3 0.7

0.5 0.3

0.1 0.1

0.2 0.3

0.4 0.8

1.5 2.4

1.1 0.6

0.3 0.2

0.1 0.1

0.3 0.5

0.8 1.0

1.5 1.3

1.0 0.6

0.3 0.1

0.1 0.1

0.1 0.3

0.8 2.2

2.9 2.6

2.2 1.9

2.3 2.8

3.0 1.9

1.6 1.6

1.0 0.5

0.3 0.3

0.4 0.8

2.5 4.0

1.6 0.9

0.7 0.6

0.3 0.1

0.1 0.2

0.5 1.0

1.2 0.9

0.2 0.1

0.1 0.1

0.2 0.2

0.4 0.9

1.0 0.7

0.4 0.3

0.1 0.1

0.3 0.6

0.8 0.6

0.4 0.5

0.8 1.2

1.2 1.0

0.8 0.9

0.5 0.2

0.1 0.1

0.3 0.9

1.7 1.5

0.5 0.5

0.8 0.9

0.4 0.1

0.1 0.3

0.6 0.8

0.9 0.3

0.1 0.1

0.1 0.4

0.8 0.9

0.7 0.5

0.4 0.4

0.3 0.2

0.1 0.1

0.1 0.2

0.3 0.3

0.2 0.1

0.1 0.3

0.6 0.8

0.7 0.5

0.5 0.3

0.1 0.1

0.1 0.4

1.0 1.3

0.7 0.2

0.4 1.0

1.2 0.5

0.1 0.1

0.3 0.4

0.7 0.5

0.2 0.1

0.1 0.1

0.1 0.2

0.5 0.8

0.9 1.0

1.1 1.1

1.0 0.9

0.7 0.5

0.2 0.1

0.1 0.1

0.2 0.2

0.2 0.1

0.1 0.1

0.2 0.4

0.6 0.7

0.5 0.3

0.2 0.1

0.1 0.1

0.5 0.8

1.0 0.4

0.1 0.3

1.0 1.4

0.9 0.2

0.1 0.1

0.1 0.2

0.3 0.3

0.2 0.1

0.1 0.1

0.2 0.4

0.7 1.0

1.2 1.6

3.1 4.7

3.1 2.1

1.2 0.8

0.6 0.5

0.4 0.3

0.2 0.1

0.2 0.3

0.4 0.4

0.3 0.2

0.1 0.2

0.3 0.5

0.7 0.8

0.9 0.5

0.4 0.3

0.2 0.3

0.5 0.6

0.6 0.3

0.1 0.3

1.0 2.3

1.6 0.4

0.1 0.1

0.2 0.1

0.1 0.2

0.1 0.1

0.1 0.2

0.3 0.4

0.5 0.9

2.0 4.1

6.4 4.5

2.2 1.3

1.1 0.8

0.8 0.7

0.7 0.6

0.7 0.8

0.9 0.9

0.7 0.6

0.4 0.4

0.5 0.6

0.9 1.1

1.2 1.3

0.9 0.7

0.5 0.5

0.4 0.4

0.3 0.2

0.1 0.4

1.0 4.2

3.6 1.2

0.3 0.2

0.1 0.1

0.1 0.2

0.3 0.3

0.3 0.1

0.1 0.1

0.2 0.6

1.6 2.0

1.3 1.1

0.9 1.0

1.0 0.9

0.9 1.0

1.1 1.7

2.8 3.4

3.1 2.3

1.5 1.1

0.9 0.6

0.5 0.5

0.7 1.2

2.4 3.3

1.7 1.1

0.6 0.4

0.3 0.2

0.1 0.1

0.4 1.0

3.4 5.9

2.2 0.4

0.2 0.1

0.2 0.5

0.6 0.4

0.2 0.1

0.1 0.1

0.1 0.2

0.3 0.3

0.2 0.1

0.1 0.1

0.2 0.4

0.4 0.3

0.2 0.2

0.4 0.6

0.7 0.9

1.0 1.0

1.8 3.5

5.6 5.9

3.8 2.0

1.2 1.0

0.8 0.5

0.3 0.2

0.5 1.6

5.1 7.0

3.2 1.2

0.6 0.3

0.1 0.1

0.1 0.3

0.8 2.5

5.3 1.4

0.4 0.1

0.1 0.1

0.4 0.8

0.9 0.6

0.4 0.4

0.5 0.5

0.5 0.6

0.7 0.7

0.6 0.5

0.3 0.2

0.2 0.2

0.2 0.1

0.1 0.1

0.1 0.2

0.3 0.4

0.3 0.3

0.4 0.9

2.0 1.9

0.9 0.5

0.4 0.5

0.4 0.3

0.2 0.1

0.2 0.7

2.3 3.6

4.3 2.1

1.2 0.8

0.4 0.2

0.1 0.2

0.6 1.5

3.0 1.0

0.2 0.1

0.1 0.1

0.6 1.1

1.0 0.5

0.4 0.6

0.8 1.0

1.5 1.9

2.3 2.1

1.7 1.3

1.0 0.9

0.8 0.6

0.4 0.2

0.2 0.2

0.1 0.1

0.1 0.3

0.4 0.4

0.3 0.1

0.1 0.1

0.1 0.3

0.7 1.0

1.1 1.4

1.3 1.0

0.7 0.4

0.3 0.2

0.4 1.0

1.5 0.9

0.2 0.2

0.3 0.1

0.1 0.4

1.0 1.5

0.9 0.3

0.4 0.6

0.9 1.1

1.8 3.6

6.1 7.2

4.7 2.3

1.4 1.2

1.0 0.9

0.9 0.7

0.5 0.5

0.5 0.4

0.3 0.2

0.1 0.1

0.2 0.2

0.2 0.1

0.1 0.1

0.2 0.3

0.2 0.2

0.3 0.7

1.0 0.7

0.4 0.2

0.1 0.2

0.8 1.1

0.8 0.4

0.5 0.7

0.4 0.1

0.1 0.3

0.6 1.6

3.1 1.0

0.3 0.2

0.3 0.3

0.3 0.5

0.9 2.1

2.5 1.6

1.0 0.8

0.9 1.0

1.1 1.2

1.2 1.5

1.4 1.3

1.1 0.7

0.5 0.2

0.2 0.1

0.1 0.1

0.2 0.1

0.1 0.3

0.6 0.7

0.6 0.4

0.2 0.1

0.1 0.6

0.8 0.8

0.4 0.8

1.4 1.1

0.1 0.1

0.4 1.0

3.6 4.7

1.1 0.3

0.1 0.1

0.1 0.3

0.6 0.7

0.4 0.2

0.2 0.3

0.5 0.7

0.9 1.1

2.2 4.4

6.0 4.0

2.1 1.2

0.8 0.7

0.6 0.5

0.4 0.2

0.2 0.2

0.3 0.2

0.1 0.1

0.2 0.3

0.4 0.6

0.8 0.7

0.6 0.4

0.3 0.1

0.1 0.1

0.4 0.5

0.6 0.3

0.3 1.8

2.4 0.6

0.2 0.2

0.1 0.2

0.5 1.3

5.6 1.5

0.3 0.2

0.1 0.1

0.1 0.2

0.3 0.1

0.1 0.1

0.2 0.2

0.3 0.7

2.0 4.0

4.8 3.8

1.8 1.2

1.1 0.9

0.9 1.0

0.9 0.7

0.7 0.6

0.5 0.4

0.2 0.1

0.1 0.1

0.2 0.4

0.5 0.8

1.0 1.2

1.1 0.9

0.5 0.3

0.1 0.1

0.1 0.3

0.3 0.3

0.2 0.1

0.9 3.7

4.1 1.4

0.5 0.2

0.1 0.1

0.5 1.5

5.1 2.4

0.9 0.3

0.2 0.1

0.1 0.1

0.2 0.7

1.4 1.3

0.9 0.9

0.9 1.1

1.1 1.1

1.2 1.2

1.6 2.0

1.8 1.3

0.9 0.6

0.3 0.2

0.1 0.1

0.2 0.4

0.8 1.3

2.4 2.9

1.8 0.8

0.4 0.2

0.1 0.1

0.2 0.1

0.1 0.1

0.7 2.5

4.6 0.5

0.2 0.1

0.1 0.5

1.6 2.7

1.0 0.5

0.2 0.2

0.1 0.2

0.2 0.2

0.2 0.1

0.1 0.1

0.1 0.3

0.4 0.3

0.2 0.2

0.3 0.5

0.6 0.7

0.7 0.9

2.0 4.2

7.2 6.0

3.1 1.5

1.0 0.8

0.5 0.4

0.5 0.9

1.8 4.8

7.2 3.0

0.9 0.2

0.1 0.1

0.1 0.4

1.3 5.8

5.7 0.5

0.1 0.1

0.7 1.2

1.3 0.6

0.5 0.6

0.6 0.5

0.6 0.6

0.5 0.4

0.3 0.1

0.1 0.1

0.2 0.2

0.2 0.1

0.1 0.1

0.1 0.2

0.2 0.2

0.2 0.5

1.4 3.0

3.3 2.9

1.8 1.2

1.0 0.8

0.9 1.1

1.6 3.6

4.6 3.1

1.4 0.4

0.1 0.1

0.6 1.6

3.0 1.2

0.1 0.2

0.7 1.1

0.9 0.5

0.6 0.9

1.1 1.4

1.6 1.6

1.4 1.0

0.7 0.4

0.3 0.3

0.4 0.4

0.3 0.2

0.2 0.3

0.3 0.2

0.2 0.1

0.1 0.1

0.2 0.5

0.9 0.9

0.5 0.6

0.7 1.0

1.1 1.1

1.3 1.4

1.3 1.0

1.0 0.5

0.2 0.1

0.1 0.4

1.8 1.9

0.6 0.1

0.3 0.6

0.8 0.6

0.4 0.5

0.8 1.0

1.8 3.8

6.7 6.1

3.9 1.8

1.2 1.0

0.8 0.8

0.8 0.9

0.8 0.7

0.7 0.6

0.5 0.4

0.2 0.1

0.1 0.1

0.2 0.3

0.2 0.2

0.1 0.3

0.5 0.7

1.0 0.9

0.5 0.2

0.2 0.2

0.3 0.1

0.1 0.1

0.8 1.0

0.6 0.1

0.1 0.3

0.4 0.5

0.3 0.2

0.2 0.2

0.3 0.5

1.3 2.9

3.6 3.0

2.1 1.4

1.2 1.0

1.0 1.1

1.2 1.3

1.8 2.1

1.6 1.2

0.8 0.5

0.3 0.2

0.2 0.2

0.1 0.1

0.2 0.1

0.1 0.1

0.1 0.3

0.4 0.5

0.3 0.1

0.1 0.1

0.2 0.5

0.3 0.1

0.1 0.2

0.2 0.3

0.2 0.1

0.1 0.1

0.4 0.9

1.1 0.6

0.5 0.5

0.7 0.7

0.7 1.2

2.7 5.3

7.1 5.2

2.1 1.3

0.9 0.7

0.7 0.6

0.5 0.3

0.2 0.2

0.1 0.1

0.1 0.2

0.2 0.2

0.1 0.1

0.1 0.2

0.1 0.1

0.1 0.2

0.3 0.3

0.2 0.1

0.1 0.2

0.2 0.2

0.3 0.7

2.0 3.4

3.1 2.5

1.4 1.2

0.9 0.9

0.9 0.7

0.5 0.5

0.4 0.3

0.1 0.1

0.1 0.2

0.2 0.2

0.1 0.1

0.1 0.3

0.7 1.0

0.7 0.5

0.6 0.7

0.9 0.8

1.0 1.1

1.2 1.6

1.5 1.2

0.9 0.6

0.3 0.1

0.1 0.1

0.5 0.6

0.4 0.1

0.1 0.1

0.1 0.3

0.3 0.2

0.1 0.1

0.2 0.3

0.4 0.5

0.5 0.9

2.2 4.6

5.4 2.7

1.3 0.7

0.3 0.1

0.1 0.1

0.2 0.3

0.3 0.3

0.1 0.8

1.4 0.7

0.1 0.1

0.2 0.1

0.1 0.1

0.1 0.2

0.6 2.2

4.7 5.7

3.3 1.5

1.0 0.7

0.4 0.2

0.3 0.5

0.6 0.4

0.2 0.1

1.3 2.4

0.6 0.1

0.1 0.1

0.2 0.4

0.4 0.2

0.1 0.1

0.3 0.9

1.8 1.5

1.5 1.3

1.2 0.8

0.5 0.3

0.3 0.7

0.8 0.6

0.2 0.1

0.2 1.6

3.4 0.5

0.1 0.1

0.2 0.3

0.3 0.4

0.8 0.7

0.5 0.3

0.2 0.1

0.1 0.1

0.1 0.2

0.3 0.4

0.3 0.2

0.4 0.6

0.7 0.5

0.3 0.3

0.9 1.2

0.6 0.1

0.1 0.6

2.4 8.9

1.4 0.2

0.1 0.1

0.2 0.1

0.1 0.1

0.1 0.3

0.4 0.6

0.9 1.2

1.2 1.0

0.7 0.3

0.2 0.1

0.1 0.1

0.1 0.2

0.1 0.1

0.1 0.2

0.3 0.3

0.3 0.4

1.0 1.4

0.8 0.1

0.1 0.7

3.1 14.3

2.6 0.5

0.1 0.1

0.2 0.3

0.3 0.2

0.1 0.1

0.1 0.3

0.6 1.1

1.8 2.9

2.0 1.1

0.7 0.6

0.4 0.2

0.1 0.1

0.1 0.2

0.5 1.2

2.9 1.3

0.3 0.1

0.1 0.1

0.7 2.7

7.0 1.0

0.3 0.1

0.1 0.4

0.7 0.5

0.3 0.2

0.1 0.1

0.2 0.7

1.3 3.6

7.1 4.2

1.3 0.4

0.3 0.4

0.6 0.7

0.6 0.4

0.4 0.4

0.3 0.2

0.1 0.1

0.2 0.5

1.6 5.8

2.2 0.7

0.2 0.1

0.1 0.1

0.3 2.3

2.6 0.3

0.1 0.1

0.4 0.9

0.9 0.6

0.4 0.2

0.1 0.1

0.1 0.4

0.8 1.4

2.8 4.9

3.7 1.9

0.5 0.2

0.3 0.5

0.8 1.0

1.2 1.4

1.1 1.0

0.7 0.5

0.2 0.1

0.1 0.1

0.2 0.6

1.6 7.1

3.0 0.9

0.3 0.1

0.1 0.3

1.8 1.7

0.2 1.5

1.3 1.0

0.5 0.1

0.1 0.1

0.2 0.5

0.7 1.2

1.5 1.6

1.2 1.2

0.7 0.3

0.2 0.2

0.3 0.5

0.8 1.3

2.7 5.0

3.5 2.0

1.1 0.6

0.3 0.2

0.2 0.3

0.2 0.1

0.2 0.5

1.5 5.8

2.2 0.7

0.2 0.1

0.1 0.3

1.0 1.1

0.2 3.3

1.5 0.6

0.1 0.1

0.3 0.4

0.8 1.2

0.8 0.4

0.3 0.3

0.3 0.2

0.1 0.1

0.2 0.4

1.3 3.3

6.3 5.4

2.5 1.4

1.0 0.7

0.6 0.5

0.2 0.1

0.1 0.1

0.1 0.4

1.2 2.8

1.3 0.3

0.1 0.1

0.3 0.5

0.5 0.1

2.4 0.8

0.3 0.1

0.1 0.1

0.1 0.2

0.5 0.9

0.9 0.5

0.3 0.2

0.1 0.1

0.4 1.3

2.1 1.7

1.5 1.2

1.2 0.8

0.7 0.8

0.8 0.9

0.8 0.5

0.4 0.3

0.2 0.1

0.1 0.1

0.3 1.0

1.4 0.8

0.1 0.1

1.1 0.5

0.2 0.1

0.1 0.1

0.3 0.5

0.9 1.1

0.9 0.6

0.3 0.1

0.1 0.1

0.2 0.4

0.5 0.4

0.3 0.4

0.6 0.7

0.6 0.6

0.8 1.1

1.3 1.6

1.1 0.8

0.5 0.3

0.1 0.1

0.2 0.9

1.2 0.6

0.1 0.3

0.3 0.3

0.1 0.5

0.3 0.1

0.1 0.2

0.4 0.6

1.1 1.5

1.2 0.8

0.4 0.1

0.1 0.1

0.1 0.2

0.2 0.1

0.1 0.1

0.2 0.3

0.3 0.3

0.3 0.5

1.3 3.1

5.0 2.3

1.2 0.7

0.3 0.1

0.2 0.7

0.8 0.6

0.2 0.1

0.1 0.6

0.9 0.6

0.1 0.3

0.1 0.1

0.2 0.4

0.9 1.6

3.3 2.4

0.8 0.2

0.1 0.1

0.4 1.5

4.2 7.2

4.4 1.5

0.8 0.3

0.1 0.1

0.2 0.5

0.6 0.4

0.2 0.1

0.1 0.2

0.1 0.1

1.0 1.6

0.8 0.1

0.1 0.1

0.1 0.4

0.8 1.9

5.6 5.1

1.5 0.3

0.1 0.1

0.2 0.7

2.0 2.4

2.9 1.9

1.2 0.9

0.5 0.3

0.3 0.4

0.4 0.3

0.1 0.1

0.2 0.3

0.3 0.2

0.1 0.2

1.5 2.5

0.5 0.1

0.1 0.1

0.2 0.7

1.6 4.8

4.8 2.6

0.8 0.2

0.1 0.1

0.1 0.3

0.5 0.6

0.5 0.8

1.0 0.9

0.6 0.4

0.3 0.2

0.3 0.3

0.2 0.1

0.1 0.2

0.3 0.5

0.5 0.5

0.2 0.1

0.1 0.7

2.5 5.0

0.5 0.1

0.1 0.2

0.3 0.7

1.1 1.7

2.1 1.3

0.9 0.4

0.2 0.1

0.1 0.1

0.2 0.2

0.1 0.1

0.2 0.5

0.8 0.7

0.5 0.3

0.3 0.4

0.5 0.5

0.4 0.3

0.2 0.3

0.6 0.9

1.0 0.6

0.2 0.1

0.1 0.2

1.0 4.6

7.6 1.2

0.3 0.1

0.3 0.5

0.8 1.2

0.9 0.4

0.3 0.2

0.2 0.1

0.1 0.1

0.1 0.2

0.5 0.7

0.9 0.9

1.0 1.1

1.2 1.3

1.1 0.9

0.7 0.7

0.8 1.2

1.5 1.3

0.6 0.4

0.2 0.1

0.2 1.1

7.5 6.2

1.1 0.3

0.1 0.4

0.5 0.8

0.6 0.3

0.1 0.1

0.2 0.4

0.6 0.9

1.2 1.4

2.6 5.5

5.7 5.1

2.4 1.4

1.1 0.8

0.9 1.7

2.3 1.4

0.7 0.4

0.1 0.1

0.1 1.0

4.0 2.0

0.3 0.2

0.1 0.2

0.4 0.4

0.3 0.1

0.1 0.1

0.3 0.4

0.6 0.6

0.9 1.5

2.8 3.1

1.9 1.2

0.9 0.8

0.7 1.1

3.8 5.3

1.5 0.7

0.3 0.1

0.1 1.2

2.4 0.7

0.1 0.1

0.1 0.2

0.1 0.1

0.1 0.2

0.3 0.9

1.3 0.9

0.4 0.2

0.3 0.4

0.4 0.8

2.4 7.5

4.4 1.1

0.5 0.1

0.1 0.1

1.1 1.7

0.5 0.1

0.1 0.1

0.3 0.4

0.2 0.1

0.1 0.1

0.1 0.2

0.4 1.4

2.6 4.3

1.9 0.7

0.2 0.1

0.2 0.7

0.9 0.3

0.1 0.1

0.2 0.1

0.1 0.1

0.1 0.2

0.3 0.4

0.7 1.4

1.6 1.1

0.6 0.1

0.1 0.2

0.2 0.3

0.1 0.1

0.2 0.2

0.2 0.4

0.9 1.1

0.7 0.4

0.2 0.1

0.1 0.1

0.2 0.2

0.4 0.8

0.6 0.4

0.4 0.3

0.3 0.2

0.1 0.3

0.3 0.4

0.3 0.2

0.4 0.5

0.3 0.3

0.8 0.9

0.3 0.3

0.5 0.6

0.4 0.2

0.2 0.2

1.3 1.7

0.5 0.2

0.7 0.9

0.5 0.1

0.1 0.1

0.1 0.2

1.7 2.3

0.4 0.1

0.2 0.9

1.2 0.6

0.1 0.1

0.4 2.0

5.0 0.6

0.1 0.1

0.1 0.2

0.9 1.5

1.1 0.2

0.1 0.1

0.1 0.7

2.6 11.7

2.2 0.4

0.2 0.1

0.1 0.4

1.0 3.0

2.0 0.5

0.2 0.1

0.2 0.7

2.7 13.2

2.5 0.5

0.2 0.1

0.1 0.4

1.1 5.0

3.7 1.3

0.3 0.2

0.1 0.5

2.0 6.0

0.8 0.2

0.1 0.1

0.4 1.0

4.1 4.9

1.7 0.4

0.2 0.1

0.2 1.6

2.6 0.4

0.1 0.1

0.3 0.8

3.2 4.0

0.9 0.2

0.1 0.1

0.1 1.2

1.8 0.5

0.1 0.2

0.6 1.7

2.4 0.5

0.1 0.1

0.8 1.0

0.4 0.1

0.4 1.2

1.4 0.5

0.1 0.1

0.4 0.4

0.2 0.1

0.3 0.9

1.2 0.5

0.1 0.1

0.3 0.7

0.9 0.7

0.3 0.1

0.1 0.1

0.2 0.6

0.8 0.7

0.4 0.1

0.3 0.5

0.4 0.1

0.1 0.2

0.5 0.7

0.8 0.5

0.2 0.5

1.1 0.8

0.1 0.1

0.1 0.3

0.4 0.3

0.2 0.1

0.1 0.1

0.3 0.8

0.9 0.6

0.2 0.1

0.1 0.9

1.9 0.9

0.1 0.1

0.1 0.2

0.2 0.3

0.5 0.7

0.6 0.5

0.3 0.1

0.1 0.1

0.2 0.9

1.2 0.7

0.1 0.1

0.2 1.5

2.8 0.6

0.1 0.1

0.2 0.3

0.5 0.7

1.0 1.2

1.1 0.9

0.5 0.2

0.1 0.1

0.1 0.2

0.9 1.4

1.0 0.2

0.2 0.7

2.5 7.1

0.7 0.1

0.1 0.1

0.4 0.7

1.2 2.2

2.6 1.6

0.8 0.4

0.3 0.1

0.1 0.3

0.9 2.5

1.8 0.4

0.3 1.0

4.3 9.5

1.7 0.4

0.1 0.1

0.3 0.8

1.8 4.5

7.0 3.0

0.9 0.3

0.1 0.1

0.1 0.4

1.0 4.8

3.4 1.1

0.4 1.2

5.8 5.3

1.0 0.3

0.1 0.1

0.2 0.5

0.9 1.6

3.8 4.9

3.2 1.3

0.4 0.1

0.1 0.1

0.1 0.4

1.1 4.3

4.9 1.8

0.5 1.0

3.2 1.8

0.2 0.2

0.1 0.1

0.3 0.5

0.8 1.1

1.5 1.4

1.2 1.1

0.5 0.3

0.2 0.1

0.1 0.1

0.4 0.9

3.7 4.2

1.1 0.3

1.2 2.3

0.8 0.1

0.1 0.1

0.2 0.3

0.5 0.9

0.9 0.6

0.3 0.3

0.3 0.4

0.4 0.4

0.2 0.1

0.1 0.1

0.3 0.7

1.9 2.6

0.5 0.2

1.0 1.5

0.6 0.1

0.1 0.3

0.4 0.6

0.5 0.4

0.4 0.4

0.4 0.6

1.1 1.3

0.7 0.3

0.1 0.1

0.2 0.5

1.3 1.4

0.4 0.3

0.6 0.7

0.3 0.1

0.1 0.2

0.3 0.4

0.7 0.9

1.0 1.5

2.5 3.5

3.8 2.4

1.2 0.7

0.5 0.4

0.3 0.2

0.4 1.0

1.1 0.5

0.2 0.1

0.4 0.6

0.1 0.1

0.1 0.2

0.3 0.5

0.8 1.0

1.6 2.9

5.4 6.0

4.8 2.2

1.3 1.1

0.8 0.5

0.3 0.4

0.7 0.8

0.5 0.1

0.1 0.1

0.6 1.0

0.3 1.7

1.0 0.1

1.9 0.2

0.4 0.1

0.1 0.2

0.3 0.4

0.5 0.6

0.9 1.2

1.3 1.2

1.1 1.0

0.9 0.6

0.4 0.3

0.3 0.5

0.6 0.4

0.1 0.1

0.9 0.2

0.4 2.4

2.6 0.1

0.1 0.2

0.4 0.4

0.5 0.5

0.4 0.3

0.3 0.3

0.3 0.2

0.3 0.3

0.3 0.2

0.1 0.7

0.8 1.6

0.1 2.4

0.3 0.1

0.1 0.1

0.2 0.1

0.1 0.1

0.1 0.2

0.2 0.1

0.1 0.1

0.1 0.4

0.9 0.5

2.2 0.1

0.3 1.2

0.4 0.1

0.2 2.8

0.1 1.0

0.9 0.8

1.1 3.3

0.2 0.1

0.1 0.2

0.4 0.2

1.1 1.4

0.8 0.5

0.9 1.9

0.2 0.1

0.1 0.2

0.1 0.6

0.8 0.4

2.2 1.1

1.2 4.5

0.2 1.5

1.9 0.1

0.1 0.1

0.4 0.3

1.5 0.8

0.1 0.1

0.3 0.7

3.5 0.6

2.0 3.7

0.1 0.5

0.2 0.3

0.3 0.3

4.0 1.0

0.8 1.1

0.3 1.0

1.5 0.5

4.0 0.2

0.1 0.1

0.1 0.9

0.1 0.2

0.0 0.0

0.0 14.7
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'

HABITATMANAGEMENTPRESERVE

HABITATMANAGEMENTPRESERVE HABITATMANAGEMENTPRESERVE

HABITATMANAGEMENTPRESERVE

HABITATMANAGEMENTPRESERVEHABITATMANAGEMENTPRESERVE

HABITATMANAGEMENTPRESERVE

HABITAT
HMP BOUNDARY20' HMP BUFFER
HMP BOUNDARY20' HMP BUFFER
HMP BOUNDARY20' HMP BUFFER
HMP BOUNDARY20' HMP BUFFER
HMP BOUNDARY20' HMP BUFFER
HMP BOUNDARY20' HMP BUFFER
HMP BOUNDARY20' HMP BUFFER
HMP BOUNDARY20' HMP BUFFER
HMP BOUNDARY20' HMP BUFFER

HMP BOUNDARY

VETERANS MEMORIAL PARKPHOTOMETRIC CALCULATION
31591 Camino CapistranoSan Juan Capistrano, CA 92675www.RJMdesigngroup.com[949] 493-2690 fax[949] 493-2600 phone CIP 4609 150 Paularino Avenue Suite A120Costa Mesa, CA 92626949.852.9995 949.852.1657 (fax) FBAEngineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number:535.044
FBA Engineering / Plot Date: 9/9/2025 7:53 AM / Plotted by: Josue Saldana / Drawing Location: I:\535\044\E-1.05_535044.dwg 09/09/2025
SCALE:VETERANS MEMORIAL PARK PHOTOMETRIC CALCULATION11" = 30'-0"

KEY NOTES

1. LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWNAND CONTRACTOR SHALL EXERCISE EXTREME CAUTIONIN EXCAVATING AND TRENCHING ON THIS SITE TO AVOIDEXISTING DUCTS, PIPING, OR CONDUITS, ETC., AND TOPREVENT HAZARDS TO PERSONNEL AND/OR DAMAGETO EXISTING UNDERGROUND UTILITIES ORSTRUCTURES WHETHER OR NOT SHOWN ANDINSTALLED BY ANY OTHER CONTRACTS. THE ENGINEERIS NOT RESPONSIBLE FOR THE LOCATION OFUNDERGROUND UTILITIES OR STRUCTURES, WHETHEROR NOT SHOWN OR DETAILED AND INSTALLED BY ANYOTHER CONTRACTS. THE CONTRACTOR SHALLIMMEDIATELY NOTIFY THE ENGINEER, THE ENGINEERSHOULD SEARCH UNIDENTIFIED CONDITIONS BEDISCOVERED. THESE DRAWINGS AND SPECIFICATIONSDO NOT INCLUDE THE NECESSARY ELEMENTS FORCONSTRUCTION SAFETY.

2. CONTRACTOR SHALL VERIFY THE LOCATION OF ANY EXISTINGUNDERGROUND UTILITIES AND STRUCTURES PRIOR TOCOMMENCEMENT OF WORK BY CONTACTING UNDERGROUNDSERVICE ALERT (U.S.A.) AT 1(800) 422-4133, OR OTHER LOCALAPPLICABLE UNDERGROUND SERVICE ALERT AGENCIES.

3. THE DRAWINGS ILLUSTRATE LOCATIONS OF EQUIPMENT ANDASSEMBLIES, PULLBOXES, MANHOLES, HANDHOLES, AND VAULTS,INCLUDING OTHER ELECTRICAL UNDERGROUND STRUCTURES ANDPATHWAYS. CONTRACTOR SHALL CLOSELY COORDINATE EXACTLOCATIONS AND MOUNTING DEPTHS OF ALL DEVICES,STRUCTURES AND PATHWAYS WITH OTHER TRADES PRIOR TOPLACEMENT, TO ENSURE FINAL LOCATIONS ARE OUTSIDE FEATURELANDSCAPE AND ARCHITECTURAL AREAS AND ARE NOT INCONFLICT WITH THE INSTALLATION OF MATERIALS BY OTHERTRADES.

4. SEE ARCHITECTURAL, CIVIL AND LANDSCAPE PLANS FOR EXACTLOCATION OF FIXTURES, PULLBOXES, MANHOLES, OTHERELECTRICAL EQUIPMENT AND DEVICES, ETC. COORDINATE ALLUNDERGROUND STRUCTURES AND CONDUIT ROUTING WITHARCHITECT OR OWNERS' REPRESENTATIVE PRIOR TO ROUGH-IN,TO ENSURE SUCH ITEMS ARE NOT PLACED IN PLANTING /HARDSCAPE AREAS.

5. ALL EQUIPMENT LOCATED OUTDOORS SHALL BE WEATHERPROOF,NEMA 3R RATED.

6. ALL UNDERGROUND CONDUIT SIZE SHALL NOT BE LESS THAN ¾” -U.N.O.

7. MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG. - U.N.O.

8. ALL SITE BRANCH CIRCUIT CONDUIT RUNS SHALL INCLUDE ANEQUIPMENT GROUND THAT AT A MINIMUM, MATCHES THE SIZE OFTHE LARGEST BRANCH CIRCUIT CONDUCTOR.

9. PROVIDE PULL STRING IN ALL EMPTY CONDUITS.

SITE PLAN GENERAL NOTES
LIGHT ADJACENT TO THE PRESERVE IS ESSENTIAL FORROADWAY, FACILITY USE, OR SAFETY.

HABITAT PRESERVE LIGHTING NOTE
Statistics
DescriptionSymbolAvg Max MinMax/MinAvg/Min

MEMORIAL PARK
Schedule
SymbolLabel QTYManufacturer Catalog Description Number LampsLamp Output LLF Input Power S1
144 NLS Lighting HRZ-1-T2-32L-7-30K-UNV LED LUMINAIRE, T2 SILICONE OPTICS1 8090 0.9 56 S1A
7 NLS Lighting HRZ-1-T2-32L-7-30K-UNV LED LUMINAIRE, T2 SILICONE OPTICS1 8090 0.9 56 S2
8 ENVIRONMENTAL LIGHTING FOR ARCHITECTURE, INC. (ELA)
BAY22-CR-H3-135LED-40-CG POLE/CROSSARM MOUNTED BAY FIXTURE1 12615 0.9 270 S3
2 B-K Lighting IncYO-LED-X45-WHP-WWWhite metal mount with cylindrical housing and clear glass lens. 1 2744 0.9 33.2943

0.8 fc14.7 fc0.0 fc N/A N/A
386
259
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE E-1.05
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PROJECT NO.TWO WORKING PAYS

BEFORE YOU PIO
DESIGN
GROUP
O
6 DRAWING NO.
546-1A

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT

UNDERGROUND SERVICE
___ ALERT
Exp. 09-30-26
ee(y
30) No. E 10372 6
MATCH LINE SEE E-1.05
MATCH LINE SEE E-1.06
ELE400158E
ELE400158E***139.2ft² / 12.9m²*7" / 19cm**3'-5" / 103cm 1/8” = 1’-0”
1'-4" [40cm]
13'-4" [406cm]
6' [183cm]
M19101P
1/8” = 1’-0”
6' [183cm]
1'-6" [46cm]
1'-6" [46cm]
13'-6" [412cm]
13'-6" [412cm]
***143.2ft² / 13.3m²*2' / 60cm**3'-2" / 97cmM19101P
NRO924 - 20182681
7'-2" [219cm]
25'-9" [786cm]
30'-11" [941cm]
37'-11" [1157cm]
NRO924 - 20182681* 7'-11'' / 241cm** 3'-9'' / 114cm*** 874.2ft² / 81.3m²1/8” = 1'-0” 1 2 3 4 5 6 7
8 9 10111213 1415 16 17
18 19
20 21
22 23
24 2526
27282930313233343536
VAN
FRO216
FRO216***171.7ft² / 16m²* 7'-8" / 233cm** 8'-7" / 261cm 1/8” = 1’-0”
3'-8" [112cm]
7'-7" [232cm]
15'-8" [478cm]
13'-3" [404cm]
FRO20100
FRO20100
***86.3ft² / 8.1m²* 3'-6" / 106cm** 4'-5" / 134cm1/8” = 1’-0” 2'-4" [71cm]
6'-8" [202cm]
7'-7" [232cm]
12'-4" [376cm]
FRO21100
FRO21100
***335.8ft² / 31.2m²* 1'-8" / 52cm** 2'-8" / 80cm
1/8” = 1’-0”
21'-7" [659cm]
5'-7" [171cm]
33'-6" [1020cm]
10'-7" [323cm]
FRO21200
FRO21200
***242.7ft² / 22.6m²
* 7'-5" / 225cm** 9'-6" / 291cm
1/8” = 1’-0”
4'-2" [126cm]
14'-9" [451cm]
11'-11" [363cm]
22'-7" [689cm]
FRO21300
FRO21300
***191.7ft² / 17.9m²
* 7'-8" / 234cm** 8'-7" / 261cm1/8” = 1’-0”
4'-2" [126cm]
14'-9" [451cm]
9'-9" [298cm]
20'-5" [623cm]
FRO21400 FRO21400
***298.8ft² / 27.8m²* 3'-10" / 118cm** 4'-10" / 147cm
1/8” = 1’-0”
18'-10" [574cm]
5'-2" [158cm]
30'-8" [935cm]
10'-4" [316cm]
FRO21500
FRO21500
***464.5ft² / 43.2m²
* 2'-1" / 64cm** 2'-1" / 64cm1/8” = 1’-0”
7'-7" [231cm]
24'-8" [751cm]
19'-7" [597cm]
36'-8" [1117cm]
NRO887 NRO887
***247.6ft² / 23m²
*1'-3" / 38cm**1'-3" / 38cm
10'-2" [310cm]
22'-2" [676cm]
6" [16cm]
12'-6" [382cm]
FRO21500
FRO21500***464.5ft² / 43.2m²* 2'-1" / 64cm** 2'-1" / 64cm1/8” = 1’-0” 7'-7" [231cm]
24'-8" [751cm]
19'-7" [597cm]
36'-8" [1117cm]
FSW22100
FSW22100***101.2ft² / 16.7m²** 2' / 60cm
1/8” = 1’-0”
12'-5" [378cm]
4'-2" [128cm]
10'-3" [313cm]
2' [61cm]
* 2' / 60cm
FSW22100
FSW22100***101.2ft² / 16.7m²** 2' / 60cm1/8” = 1’-0”
12'-5" [378cm]
4'-2" [128cm]
10'-3" [313cm]
2' [61cm]
* 2' / 60cm
FSW22100
FSW22100***101.2ft² / 16.7m²** 2' / 60cm1/8” = 1’-0”
12'-5" [378cm]
4'-2" [128cm]
10'-3" [313cm]
2' [61cm]
* 2' / 60cm
FSW22100
FSW22100
***101.2ft² / 16.7m²** 2' / 60cm
1/8” = 1’-0”
12'-5" [378cm]
4'-2" [128cm]
10'-3" [313cm]2' [61cm]
* 2' / 60cm
FSW22100
FSW22100
***101.2ft² / 16.7m²** 2' / 60cm
1/8” = 1’-0”
12'-5" [378cm]
4'-2" [128cm]
10'-3" [313cm]2' [61cm]
* 2' / 60cm
FSW22100
FSW22100
***101.2ft² / 16.7m²** 2' / 60cm
1/8” = 1’-0”
12'-5" [378cm]
4'-2" [128cm]
10'-3" [313cm]
2' [61cm]
* 2' / 60cm
FSW22100
FSW22100
***101.2ft² / 16.7m²
** 2' / 60cm1/8” = 1’-0”
12'-5" [378cm]
4'-2" [128cm]
10'-3" [313cm]
2' [61cm]
* 2' / 60cm
FRO21800
FRO21800
***157.5ft² / 14.7m²
* 7'-8" / 233cm** 8'-7" / 261cm1/8” = 1’-0”
5'-7" [171cm]
5'-7" [171cm]
14'-2" [433cm]
14'-2" [433cm]
FRO20300
FRO20300
***107.6ft² / 10m²* 2'-1" / 63cm** 3'-5" / 104cm
1/8” = 1’-0”
5'-2" [157cm]
3'-1" [94cm]
12'-10" [391cm]
9'-5" [287cm]
FRO20100
FRO20100
***86.3ft² / 8.1m²* 3'-6" / 106cm** 4'-5" / 134cm
1/8” = 1’-0”
2'-4" [71cm]
6'-8" [202cm]7'-7" [232cm]
12'-4" [376cm]
FRO20200
FRO20200
***123.4ft² / 11.5m²
* 2'-5" / 73cm** 2'-5" / 73cm1/8” = 1’-0”
2' [60cm]
7'-8" [234cm]
9'-10" [301cm]
13'-7" [415cm]
NRO820-0601
NRO820-0601
7'-1" [215cm]
19'-1" [583cm]
3'-6" [107cm]
15'-6" [473cm]
***236.8ft² / 22m²* 1'-1" / 32cm** 1'-1" / 32cm
1:100 NRO820-0601
NRO820-0601
7'-1" [215cm]
19'-1" [583cm]
3'-6" [107cm]
15'-6" [473cm]
***236.8ft² / 22m²* 1'-1" / 32cm** 1'-1" / 32cm
1:100NRO888
NRO888
16'-1" [490cm]
28'-1" [856cm]
7'-7" [231cm]
19'-7" [597cm]
***356.3ft² / 33.1m²
*1'-3" / 38cm**1'-3" / 38cm1:100
NRO887
NRO887
***247.6ft² / 23m²
*1'-3" / 38cm**1'-3" / 38cm
10'-2" [310cm]
22'-2" [676cm]
6" [16cm]
12'-6" [382cm]
HB-1
HB-1
HB-1 HB-1
HB-1
LV-1
FD-2
WC-1
3" VTR
S-1
FD-1
FD-1LV-1
WC-1
HB-1
WC-1
LV-1FD-2
WC-1
LV-1
FD-2
WC-1
LV-1
FD-2
FD-2
3" VTR
3" VTR
3" VTR
HB-1
WC-1
LV-1
FD-2

ELECTRICVEHICLEPARKINGONLY ELECTRICVEHICLEPARKINGONLY ELECTRICVEHICLEPARKINGONLY ELECTRICVEHICLEPARKINGONLY ELECTRICVEHICLEPARKINGONLY ELECTRICVEHICLEPARKINGONLY ELECTRICVEHICLEPARKINGONLY VAN

ELECTRICVEHICLEPARKING
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
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S1 @ 20' S1 @ 20'
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S1 @ 20'
S1 @ 20'
S1 @ 20'
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S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S2 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'
S1 @ 20'

0.10.1 0.1

0.3 0.2

0.4 0.7

0.1 0.1

0.1 0.5

0.8 0.9

0.1 0.1

0.1 0.4

0.9 1.0

0.9 0.1

0.1 0.2

0.3 0.4

0.5 1.1

1.2 1.0

0.8 0.1

0.1 0.3

0.8 1.5

2.4 2.2

1.3 0.7

0.5 0.1

0.1 0.5

2.0 4.3

6.1 1.9

0.7 0.3

0.4 0.1

0.2 0.6

2.9 6.9

2.4 1.0

0.5 0.3

0.4 0.1

0.4 1.4

3.0 2.3

1.1 0.6

0.5 0.4

0.3 0.1

0.2 0.4

0.9 1.4

1.5 0.8

0.5 0.5

0.6 0.6

0.5 0.1

0.3 0.8

1.0 1.0

0.7 0.4

0.3 0.7

1.1 0.8

0.8 0.1

0.2 0.5

0.8 0.9

0.8 0.3

0.3 0.6

1.3 1.4

1.2 1.0

0.1 0.3

0.6 0.9

0.9 0.7

0.6 0.8

1.8 1.9

1.6 1.1

0.7 0.1

0.1 0.1

0.1 0.4

0.9 0.9

0.8 0.8

1.9 3.2

4.5 2.3

1.4 0.9

0.5 0.1

0.1 0.1

0.1 0.2

0.8 1.2

1.0 0.6

0.9 3.1

7.6 3.3

1.9 1.6

0.8 0.3

0.1 0.1

0.2 0.3

0.5 1.1

2.0 1.3

0.7 0.4

1.3 4.3

4.1 1.8

1.9 1.7

0.6 0.1

0.1 0.1

0.3 0.7

1.9 3.7

3.0 1.1

0.5 0.7

1.8 2.2

1.6 1.5

2.7 2.3

0.4 0.1

0.1 0.1

0.3 1.3

3.9 7.1

2.0 0.9

0.8 1.3

1.4 1.3

1.1 1.7

6.0 2.6

0.6 0.2

0.1 0.3

1.6 5.3

3.1 1.2

0.8 1.1

1.3 1.2

0.9 0.9

2.2 7.5

2.7 0.8

0.3 0.1

0.5 2.1

2.7 1.2

0.7 0.8

1.2 1.2

0.9 0.7

0.9 3.1

4.9 1.8

0.6 0.4

0.1 0.3

0.9 1.4

1.3 0.7

0.5 0.9

1.4 1.1

0.6 0.4

0.9 2.1

2.0 0.6

0.5 0.7

0.1 0.2

0.6 1.1

1.2 0.8

0.5 0.8

1.6 1.3

0.9 0.3

0.3 1.0

1.4 1.0

0.5 0.7

1.4 0.1

0.3 0.7

1.0 1.1

0.8 1.4

2.6 2.7

1.3 0.4

0.1 0.4

0.9 1.2

0.6 0.6

1.2 4.3

0.1 0.1

0.3 0.7

1.0 0.9

1.5 0.2

6.9 2.5

0.8 0.3

0.2 0.5

0.7 0.9

0.6 0.8

2.4 7.4

0.1 0.1

0.4 1.0

1.1 1.0

1.7 5.7

4.1 1.2

0.5 0.2

0.2 0.4

0.5 0.5

0.6 1.2

4.2 3.7

0.1 0.2

0.4 0.8

1.1 1.3

0.9 2.2

3.7 1.5

0.7 0.3

0.1 0.2

0.2 0.3

0.4 0.8

1.5 2.4

1.1 0.1

0.2 0.5

0.9 1.7

1.6 1.0

0.9 1.5

1.5 0.7

0.4 0.2

0.1 0.1

0.1 0.2

0.5 1.0

1.2 0.9

0.2 0.1

0.2 0.4

0.9 2.3

4.5 1.8

0.8 1.1

1.0 0.7

0.3 0.1

0.1 0.1

0.3 0.6

0.8 0.9

0.3 0.1

0.1 0.3

0.7 1.8

6.6 3.9

1.3 0.8

0.8 0.7

0.3 0.1

0.1 0.1

0.3 0.4

0.7 0.5

0.2 0.1

0.1 0.4

1.2 4.0

4.8 2.7

1.0 0.6

0.5 0.4

0.1 0.1

0.1 0.2

0.3 0.3

0.2 0.1

0.1 0.2

0.8 1.5

2.6 1.4

0.9 0.5

0.4 0.4

0.2 0.1

0.1 0.1

0.2 0.1

0.1 0.2

0.2 0.6

1.0 1.3

0.9 0.3

0.2 0.2

0.1 0.1

0.1 0.2

0.3 0.1

0.5 0.8

1.0 0.8

0.2 0.1

0.1 0.1

0.2 0.5

0.1 0.1

0.3 0.7

0.9 0.9

0.5 0.1

0.1 0.1

0.4 0.8

0.1 0.1

0.2 0.3

0.7 0.9

0.9 0.7

0.3 0.1

0.1 0.6

1.1 0.1

0.2 0.4

0.6 1.0

1.2 1.2

0.8 0.4

0.2 0.1

0.1 0.4

1.0 1.5

0.1 0.3

0.5 1.0

1.7 2.3

1.6 0.7

0.4 0.2

0.1 0.3

0.6 1.6

3.1 0.1

0.1 0.2

0.5 1.1

2.5 6.6

3.4 0.9

0.2 0.1

0.1 0.4

1.0 3.6

4.7 0.1

0.1 0.1

0.4 1.0

2.8 6.4

1.7 0.4

0.1 0.2

0.5 1.3

5.6 0.1

0.3 0.4

0.6 1.0

1.4 2.6

2.1 1.7

0.7 0.2

0.1 0.1

0.5 1.5

5.1 2.4

0.1 0.3

0.6 0.8

0.9 1.1

1.1 0.8

0.4 0.4

0.3 0.2

0.1 0.1

0.5 1.6

2.7 1.0

0.1 0.1

0.1 0.4

0.8 0.9

0.9 0.9

0.8 0.4

0.1 0.1

0.1 0.7

1.2 1.3

0.6 0.1

0.2 0.3

0.5 1.0

1.1 1.1

0.8 0.6

0.4 0.1

0.1 0.1

0.1 0.2

0.7 1.1

0.9 0.5

0.1 0.2

0.4 0.7

1.3 1.7

1.3 0.6

0.4 0.2

0.1 0.3

0.6 0.8

0.6 0.4

0.1 0.4

0.9 1.8

5.0 2.9

0.8 0.2

0.1 0.1

0.1 0.3

0.4 0.5

0.3 0.2

0.1 0.3

0.7 1.9

6.1 5.2

1.5 0.3

0.1 0.1

0.2 0.2

0.3 0.2

0.1 0.1

0.6 1.4

3.5 4.1

2.5 1.0

0.2 0.1

0.1 0.1

0.2 0.6

1.0 1.4

1.8 1.0

0.7 0.4

0.2 0.1

0.1 0.1

0.2 0.5

0.8 1.1

0.9 0.5

0.2 0.2

0.2 0.1

0.1 0.1

0.1 0.3

0.6 1.0

1.0 0.5

0.2 0.1

0.1 0.1

0.1 0.2

0.2 0.6

1.0 0.9

0.7 0.4

0.1 0.1

0.1 0.2

0.4 0.5

0.8 1.1

1.2 1.0

0.5 0.2

0.1 0.1

0.2 0.4

0.8 1.3

2.0 1.6

0.9 0.5

0.2 0.1

0.1 0.1

0.2 0.1

0.1 0.1

0.1 0.2

0.1 0.1

0.5 0.9

2.0 5.5

4.0 1.3

0.3 0.1

0.1 0.2

0.3 0.2

0.1 0.1

0.1 0.3

0.4 0.3

0.2 0.1

0.1 0.2

0.3 0.3

0.2 0.1

0.1 0.1

0.1 0.2

0.4 0.9

2.3 6.6

5.1 2.0

0.5 0.1

0.1 0.1

0.4 0.5

0.4 0.3

0.1 0.1

0.2 0.6

0.6 0.4

0.3 0.1

0.1 0.1

0.1 0.4

0.7 0.5

0.3 0.2

0.1 0.1

0.3 0.4

0.6 1.0

1.4 2.7

2.5 2.1

1.0 0.3

0.1 0.1

0.4 0.8

0.7 0.5

0.3 0.1

0.1 0.1

0.1 0.4

1.0 0.8

0.5 0.2

0.1 0.1

0.1 0.2

0.4 0.9

0.9 0.6

0.4 0.2

0.1 0.1

0.1 0.2

0.3 0.4

0.4 0.4

0.5 0.7

0.7 0.8

0.9 1.1

1.2 1.0

0.5 0.5

0.4 0.2

0.1 0.1

0.2 0.3

0.9 1.2

0.9 0.4

0.1 0.1

0.3 1.0

1.2 0.9

0.3 0.1

0.1 0.1

0.2 0.3

0.5 0.7

1.5 1.3

1.0 0.5

0.1 0.1

0.3 0.5

0.7 0.9

1.0 1.2

1.1 1.1

1.0 0.9

0.9 0.9

0.6 0.4

0.3 0.2

0.2 0.1

0.1 0.1

0.1 0.2

0.3 0.7

1.4 2.0

1.3 0.6

0.2 0.1

0.2 0.3

0.6 1.2

2.6 1.5

0.6 0.1

0.1 0.1

0.1 0.2

0.7 2.0

3.0 3.3

1.5 0.6

0.1 0.1

0.1 0.2

0.3 0.7

1.1 1.8

2.8 4.1

2.4 1.5

1.1 0.9

0.8 0.7

0.6 0.4

0.4 0.4

0.4 0.2

0.1 0.1

0.3 1.0

2.3 4.7

2.6 0.9

0.3 0.1

0.1 0.2

0.5 1.9

3.7 4.5

1.2 0.4

0.1 0.1

0.3 1.3

4.0 7.1

2.4 0.8

0.3 0.1

0.1 0.1

0.2 0.4

0.5 0.8

1.0 1.5

2.8 6.5

8.3 4.0

1.6 0.8

0.6 0.6

0.5 0.6

0.5 0.7

0.8 0.5

0.3 0.2

0.2 0.3

0.2 0.2

0.2 0.1

0.1 0.1

0.4 1.6

5.1 5.6

1.5 0.6

0.2 0.1

0.1 0.2

0.7 2.7

7.5 2.5

0.9 0.4

0.1 0.1

0.4 2.1

5.7 2.5

1.1 0.5

0.2 0.1

0.1 0.1

0.3 0.1

0.4 0.8

1.0 1.2

1.4 1.5

2.5 2.9

3.3 1.9

0.6 0.5

0.6 0.7

0.6 0.6

0.7 0.7

0.6 0.7

1.1 1.3

1.3 1.0

1.0 0.6

0.3 0.3

0.2 0.1

0.1 0.1

0.4 2.3

5.6 1.9

0.8 0.4

0.2 0.1

0.1 0.2

0.7 3.4

4.8 1.3

0.6 0.3

0.1 0.1

0.1 0.3

1.0 2.1

2.0 1.0

0.5 0.3

0.1 0.1

0.2 0.4

0.6 0.2

0.5 1.0

1.5 1.5

1.2 0.7

0.8 1.4

1.8 0.9

0.3 0.5

0.8 1.0

0.6 0.7

0.9 0.8

0.4 0.5

0.9 1.4

2.7 4.5

3.4 1.9

0.5 0.4

0.5 0.5

0.3 0.1

0.1 0.1

0.2 0.9

2.1 1.8

0.9 0.5

0.3 0.2

0.1 0.2

0.4 1.3

2.6 1.7

0.9 0.6

0.5 0.4

0.4 0.5

0.8 1.2

1.3 0.7

0.5 0.3

0.1 0.1

0.2 0.4

0.9 1.6

0.1 0.3

0.8 1.1

1.5 1.4

1.0 0.2

0.4 1.1

1.6 1.0

0.3 0.5

1.1 1.2

0.5 0.6

1.2 1.0

0.3 0.2

0.4 0.8

1.4 4.2

7.2 4.0

1.3 0.6

0.7 0.8

0.5 0.2

0.1 0.3

0.7 1.2

1.3 0.8

0.6 0.5

0.4 0.2

0.1 0.3

0.7 1.6

2.0 1.6

1.2 1.0

1.0 0.9

0.8 0.9

1.0 1.0

0.7 0.3

0.2 0.1

0.1 0.1

0.4 0.8

1.9 5.6

0.1 0.1

0.6 1.2

1.0 1.2

1.4 1.0

0.3 0.4

1.1 2.2

1.5 0.5

0.6 1.4

1.6 0.6

0.7 1.6

1.4 0.6

0.4 0.4

0.5 0.7

1.2 2.1

3.4 2.2

1.3 1.4

1.4 0.6

0.2 0.3

0.6 1.2

1.3 1.3

0.9 0.9

0.7 0.5

0.3 0.2

0.5 1.1

1.6 1.8

1.5 1.6

2.8 4.0

2.8 2.2

1.6 1.3

1.1 0.6

0.3 0.2

0.1 0.1

0.2 0.7

1.6 4.8

4.8 0.1

0.1 0.1

0.2 0.4

1.4 1.3

0.9 0.9

1.9 1.5

0.6 0.6

1.1 4.1

3.3 1.3

1.0 1.9

3.1 1.0

0.9 3.1

2.0 1.0

0.7 0.7

0.5 0.4

0.5 0.7

1.0 1.4

1.5 2.0

2.0 0.9

0.4 0.7

1.1 1.5

1.8 1.8

1.3 1.2

0.9 0.6

0.3 0.3

0.5 0.8

0.9 0.9

0.7 1.1

2.3 4.8

6.9 4.7

2.5 1.6

1.2 0.7

0.4 0.3

0.2 0.3

0.7 1.1

1.7 2.1

1.3 0.1

0.2 0.3

0.8 1.8

3.0 1.5

0.7 0.8

3.4 2.9

1.0 0.7

1.1 3.8

5.8 2.6

1.2 2.5

5.6 2.0

1.8 5.0

3.4 1.2

0.9 0.9

0.6 0.2

0.2 0.3

0.4 0.6

1.3 2.1

3.1 1.4

0.9 1.2

2.2 3.8

6.0 3.3

1.5 0.7

0.5 0.3

0.2 0.2

0.3 0.4

0.5 0.3

0.1 0.2

0.7 1.8

2.2 1.4

1.1 1.0

0.9 0.8

0.5 0.3

0.3 0.5

0.8 1.2

0.9 0.4

0.3 0.1

0.2 0.6

2.5 5.1

4.3 1.3

0.8 1.3

3.8 5.4

1.3 0.8

1.0 2.7

6.1 2.1

1.4 2.4

7.9 3.1

2.7 5.5

4.1 1.3

1.1 1.2

0.8 0.3

0.1 0.1

0.2 0.4

1.0 2.5

5.5 2.6

1.8 2.3

5.0 6.4

3.7 1.4

0.4 0.2

0.1 0.1

0.1 0.2

0.2 0.1

0.1 0.1

0.2 0.4

0.5 0.3

0.2 0.2

0.3 0.3

0.4 0.5

0.8 0.6

0.3 0.1

0.1 0.1

0.2 0.8

3.1 7.3

2.2 1.2

1.0 1.4

3.4 6.9

1.7 0.8

0.8 1.7

3.9 1.9

1.3 2.3

5.9 2.2

1.7 3.6

4.6 1.1

1.0 1.3

1.5 0.5

0.2 0.2

0.2 0.4

1.0 2.5

8.1 3.7

1.9 1.8

1.7 2.0

1.5 0.6

0.2 0.1

0.1 0.1

0.1 0.2

0.2 0.1

0.1 0.1

0.1 0.2

0.4 0.4

0.3 0.1

0.1 0.2

0.8 3.7

3.6 1.4

1.2 1.0

1.1 1.6

4.2 1.8

0.7 0.6

1.2 2.1

1.8 1.5

2.0 3.4

1.4 0.8

1.8 2.4

1.0 0.8

1.4 3.0

1.6 0.6

0.3 0.2

0.4 0.9

2.4 7.1

2.7 1.1

0.5 0.4

0.2 0.1

0.1 0.1

0.1 0.2

0.1 0.1

0.1 0.2

1.1 1.9

1.3 0.9

1.0 1.1

1.0 0.7

2.1 1.7

0.8 0.3

0.8 1.7

2.0 1.9

1.8 2.1

1.3 0.7

1.2 1.5

1.0 0.7

1.2 5.0

3.8 1.7

0.4 0.3

0.3 0.7

1.8 4.0

1.4 0.4

0.2 0.2

0.1 0.1

0.1 0.5

1.2 1.2

0.7 0.4

0.6 1.3

1.3 0.8

1.2 1.5

1.1 0.4

0.6 1.3

2.1 2.2

2.0 2.2

1.5 0.8

1.2 1.5

1.0 0.7

1.0 2.9

7.4 2.2

0.6 0.2

0.2 0.5

1.4 1.8

0.7 0.2

0.1 0.1

0.1 0.3

0.8 1.1

1.0 0.3

0.2 0.4

1.5 1.9

1.2 1.4

1.6 1.2

0.6 0.5

1.0 2.1

3.2 2.4

2.2 2.0

1.3 1.5

1.8 1.2

0.9 0.9

1.8 5.3

1.9 0.4

0.1 0.1

0.3 1.0

1.2 0.5

0.1 0.1

0.4 0.9

1.0 0.7

0.3 0.2

0.3 1.5

4.5 2.1

1.4 1.8

1.3 1.0

0.5 0.9

1.8 5.5

3.2 2.4

2.3 1.6

1.7 2.0

2.0 1.4

1.1 1.3

2.3 1.8

0.4 0.1

0.1 0.3

0.8 1.0

0.5 0.1

0.1 0.1

0.1 0.2

0.5 1.0

1.0 0.6

0.4 0.2

0.4 1.6

5.7 3.8

1.5 1.5

1.6 1.3

0.7 0.8

1.6 6.8

0.7 2.6

2.9 2.1

1.4 2.1

3.6 3.6

1.7 1.3

1.7 1.5

0.5 0.1

0.1 0.3

0.5 0.7

0.4 0.1

0.1 0.1

0.3 0.8

1.3 1.0

0.6 0.3

0.2 0.4

1.5 3.7

6.3 1.6

1.2 1.7

1.7 0.9

0.8 1.3

5.6 4.0

2.1 3.7

5.0 2.3

1.2 2.7

7.2 5.4

2.1 1.6

1.4 0.8

0.3 0.1

0.3 0.4

0.4 0.3

0.1 0.1

0.2 0.3

0.5 1.1

1.7 1.2

0.8 0.3

0.1 0.2

0.4 0.8

1.7 3.8

1.9 0.9

1.9 3.0

1.3 0.9

1.1 2.8

3.1 1.5

2.4 7.6

3.3 1.3

1.6 3.2

4.7 3.8

2.1 1.5

1.0 0.4

0.2 0.2

0.2 0.1

0.1 0.1

0.3 0.9

1.9 3.8

2.3 1.0

0.3 0.1

0.1 0.2

0.4 0.5

0.8 1.7

1.5 1.2

1.9 5.8

2.3 1.0

0.9 1.7

2.0 1.3

1.8 5.7

4.1 1.3

1.1 1.5

1.5 1.8

1.8 1.6

1.2 0.7

0.3 0.1

0.1 0.1

0.1 0.4

1.9 5.0

6.0 1.5

0.6 0.2

0.1 0.1

0.2 0.4

0.7 0.8

1.2 1.4

1.3 2.3

5.2 4.7

1.2 0.8

1.2 1.5

2.7 3.8

2.4 1.9

1.6 1.3

1.0 1.2

1.4 1.0

0.6 0.4

0.2 0.1

0.1 0.1

0.5 2.5

6.4 2.0

0.9 0.4

0.1 0.1

0.3 0.7

1.0 1.3

1.3 1.1

1.5 2.7

4.9 1.5

0.8 1.0

1.1 0.9

1.1 1.8

2.5 3.3

5.0 5.3

3.0 1.7

1.1 1.0

0.9 0.6

0.3 0.2

0.1 0.1

0.1 0.2

1.0 2.5

2.0 0.9

0.5 0.2

0.1 0.1

0.1 0.5

1.1 1.6

1.4 1.0

0.8 1.0

2.5 1.6

0.8 0.7

0.7 0.6

0.5 0.8

1.5 2.5

3.7 5.7

6.5 3.9

1.7 1.3

1.1 0.8

0.5 0.3

0.1 0.1

0.1 0.2

0.6 1.3

1.4 0.8

0.5 0.2

0.1 0.1

0.2 1.0

2.4 1.9

1.1 0.7

0.5 1.1

1.3 1.1

0.6 0.4

0.4 0.3

0.5 1.3

2.0 2.6

2.9 1.9

1.5 1.3

1.2 1.0

0.7 0.5

0.3 0.1

0.1 0.1

0.2 0.5

0.9 1.1

0.9 0.4

0.1 0.1

0.6 3.1

5.2 1.5

0.7 0.5

0.7 1.2

1.1 0.7

0.3 0.3

0.4 0.7

1.5 2.3

2.0 1.0

0.6 0.3

0.3 0.6

0.8 0.7

0.5 0.2

0.1 0.1

0.3 0.5

0.9 1.0

0.6 0.2

0.1 0.1

0.7 2.4

7.7 2.9

1.0 0.6

0.7 1.1

1.0 0.6

0.3 0.3

0.5 1.1

3.2 4.3

1.5 0.5

0.3 0.2

0.1 0.3

0.6 0.6

0.5 0.2

0.1 0.1

0.2 0.2

0.4 0.7

1.1 1.0

0.5 0.3

0.1 0.1

0.2 0.4

1.7 3.4

4.9 1.4

0.6 0.6

1.0 1.0

0.6 0.3

0.4 0.8

1.9 7.2

3.4 1.0

0.4 0.3

0.2 0.2

0.4 0.7

0.8 0.5

0.2 0.1

0.1 0.2

0.5 0.9

0.8 1.2

1.3 1.3

0.8 0.5

0.3 0.1

0.1 0.3

0.5 1.0

2.6 1.6

0.8 0.6

1.1 1.1

0.7 0.3

0.5 1.1

4.3 5.2

2.6 0.9

0.4 0.4

0.4 0.3

0.6 1.0

1.0 0.4

0.1 0.1

0.1 0.5

1.8 3.0

4.1 2.7

1.5 0.9

0.5 0.2

0.1 0.1

0.1 0.2

0.9 1.3

1.0 0.7

1.0 1.2

0.9 0.4

0.7 1.6

3.1 1.8

0.9 0.6

0.5 0.5

0.6 0.6

0.8 1.2

1.1 0.3

0.1 0.1

0.1 0.3

1.1 3.6

7.3 4.8

1.5 0.7

0.3 0.1

0.1 0.1

0.3 1.0

0.8 0.7

0.9 1.7

1.5 0.9

1.2 1.4

1.2 0.4

0.3 0.6

0.6 0.7

0.9 1.1

1.1 1.8

1.7 0.3

0.1 0.1

0.2 0.4

0.6 1.0

2.2 3.6

2.3 1.2

0.7 0.4

0.1 0.2

0.5 0.7

0.6 0.8

3.1 3.3

1.5 1.2

1.2 0.5

0.2 0.4

0.8 0.9

1.0 1.2

1.5 1.4

3.7 2.5

0.5 0.1

0.1 0.1

0.1 0.2

0.5 0.9

1.2 1.3

1.4 1.1

0.8 0.5

0.3 0.1

0.1 0.1

0.3 0.5

0.5 1.0

3.2 6.8

2.0 1.3

0.8 0.3

0.2 0.7

1.1 1.2

1.0 1.4

1.6 1.6

6.1 3.5

1.0 0.3

0.1 0.1

0.5 1.0

1.1 1.0

1.1 0.6

0.4 0.3

0.2 0.1

0.1 0.1

0.3 0.4

0.9 2.9

7.3 2.9

1.2 0.6

0.3 0.5

1.2 1.5

1.1 1.0

2.0 2.2

1.8 6.7

3.3 1.0

0.3 0.2

0.1 0.1

0.3 0.8

1.2 1.0

0.9 0.4

0.1 0.1

0.2 0.3

0.4 1.3

3.4 3.1

1.1 0.6

0.5 0.9

2.3 2.6

1.0 1.2

4.2 2.9

1.9 4.4

1.8 0.6

0.2 0.1

0.1 0.1

0.3 0.4

0.6 1.2

1.5 1.2

0.9 0.3

0.1 0.2

0.2 0.4

1.3 1.9

1.3 0.6

0.7 1.6

6.1 2.7

1.1 1.6

6.6 3.8

2.3 2.3

0.9 0.3

0.1 0.1

0.2 0.3

0.2 0.1

0.1 0.2

0.5 1.5

2.5 3.8

1.8 0.8

0.3 0.1

0.1 0.1

0.7 1.5

1.4 1.1

1.0 3.0

8.0 2.7

1.3 1.9

7.1 3.3

2.0 1.6

0.6 0.2

0.1 0.1

0.1 0.2

0.3 0.4

0.5 0.2

0.1 0.1

0.1 0.2

0.9 3.0

7.3 3.8

1.1 0.4

0.1 0.1

0.1 0.6

1.3 1.4

1.2 1.4

4.5 3.4

1.9 1.2

2.0 4.3

2.0 1.5

1.3 0.6

0.1 0.1

0.1 0.2

0.4 0.7

0.7 0.8

0.3 0.2

0.2 0.3

1.4 4.8

4.2 1.3

0.6 0.3

0.1 0.1

0.7 1.3

1.5 1.3

1.8 2.6

1.3 0.9

1.1 2.0

2.3 1.3

1.1 1.2

0.6 0.2

0.1 0.3

0.6 1.1

1.1 1.1

0.6 0.6

0.9 2.0

2.4 1.2

0.7 0.3

0.1 0.1

0.1 0.2

0.9 1.4

1.3 1.3

1.4 1.2

0.6 0.8

1.3 1.7

1.4 1.1

1.0 1.1

0.5 0.1

0.1 0.2

0.6 1.5

2.3 1.8

1.4 1.5

1.5 1.1

0.6 0.3

0.1 0.1

0.1 0.2

0.2 0.5

1.3 1.6

1.2 1.0

1.1 0.6

0.3 0.8

1.6 1.7

1.2 1.0

1.1 1.1

0.5 0.1

0.1 0.2

0.9 3.5

6.7 3.0

1.8 1.3

0.5 0.2

0.1 0.1

0.1 0.2

0.4 0.6

0.9 2.3

2.7 1.0

0.7 0.8

0.4 0.2

0.7 1.8

1.7 1.1

1.0 1.2

1.1 0.3

0.1 0.1

1.0 0.4

0.7 1.1

0.3 0.1

0.1 0.1

0.5 2.0

5.0 7.2

2.8 1.2

0.4 0.1

0.1 0.1

0.5 0.6

0.9 1.5

5.7 3.1

1.0 0.6

0.5 0.3

0.2 0.8

2.7 2.1

1.1 1.0

1.6 1.5

0.3 0.1

0.1 0.1

0.1 0.8

0.2 0.9

0.1 2.1

2.7 0.3

1.4 0.6

0.2 0.1

0.1 0.1

0.3 1.0

2.2 2.9

3.0 1.5

0.8 0.3

0.1 0.1

0.4 0.8

1.0 1.2

2.1 7.4

3.1 1.0

0.5 0.4

0.2 0.3

1.0 4.0

3.4 1.4

1.2 2.6

2.8 0.6

0.2 0.1

0.1 0.5

0.5 0.1

0.2 5.3

1.1 0.7

0.6 0.1

0.1 0.1

0.3 0.6

0.8 0.9

1.3 1.3

1.0 0.6

0.3 0.1

0.1 0.1

0.3 0.8

1.1 1.3

1.2 2.9

5.2 2.0

0.7 0.4

0.3 0.3

0.5 1.7

4.7 4.6

1.6 1.4

4.4 4.4

1.4 0.3

0.2 0.1

1.7 0.1

0.1 2.4

0.3 2.0

0.9 0.1

0.1 0.1

0.1 0.3

0.6 0.7

0.5 0.5

0.7 0.9

0.6 0.4

0.2 0.1

0.2 0.4

0.7 1.5

1.5 0.9

1.1 2.2

2.3 0.7

0.4 0.3

0.4 0.5

0.6 1.4

3.7 5.8

1.6 1.5

4.2 4.8

1.9 0.4

0.2 0.1

0.7 0.1

0.2 0.3

4.2 1.0

0.3 0.1

0.7 0.8

1.6 0.1

0.1 0.4

0.9 0.8

0.6 0.2

0.2 0.5

0.5 0.3

0.2 0.1

0.1 0.3

0.7 1.6

3.2 1.5

0.6 1.2

1.8 1.3

0.6 0.6

0.7 0.9

0.8 0.6

0.7 1.9

3.6 1.6

1.4 3.8

3.6 1.0

0.3 0.2

0.1 0.2

0.9 0.4

3.5 0.4

1.0 0.3

0.1 0.1

0.1 0.4

0.9 0.5

2.2 0.1

0.1 0.1

0.6 1.2

0.9 0.4

0.1 0.1

0.2 0.2

0.2 0.1

0.1 0.2

0.6 1.3

4.8 4.6

1.1 0.8

1.5 2.7

2.3 1.8

1.9 1.7

1.4 0.9

0.6 0.5

1.1 1.9

1.5 1.1

2.0 2.1

0.5 0.2

0.1 0.1

0.1 4.1

0.1 0.9

0.9 0.7

5.4 1.0

0.9 0.8

0.1 0.1

0.1 0.2

0.4 1.5

1.4 0.8

0.2 0.1

0.1 0.1

0.4 0.9

2.9 7.3

3.1 1.2

1.1 2.3

4.6 6.8

4.9 2.3

1.8 1.8

1.2 0.7

0.5 0.9

1.6 1.3

1.1 1.4

1.3 0.5

0.2 0.1

0.1 0.1

0.4 0.1

0.1 0.3

0.7 1.5

3.8 1.8

0.6 0.1

0.1 0.5

1.4 3.6

3.1 2.0

1.4 2.1

4.0 6.2

3.6 2.0

1.3 1.1

1.2 1.4

1.8 1.7

1.9 2.1

1.3 1.2

1.3 1.3

0.9 0.6

0.3 0.1

0.1 0.2

2.9 0.1

0.1 0.2

0.4 1.5

3.9 6.2

1.4 0.5

0.1 0.2

0.9 1.6

2.3 1.6

1.5 1.5

1.7 1.9

1.5 1.1

0.7 0.5

0.5 0.7

1.1 2.0

4.9 5.5

3.6 1.6

1.2 1.1

1.3 1.2

1.1 0.7

0.3 0.1

0.1 1.3

0.1 0.1

0.1 0.4

1.5 6.0

3.2 1.0

0.4 0.1

0.1 0.5

1.0 1.5

1.4 1.2

1.2 1.0

0.8 0.7

0.6 0.4

0.3 0.2

0.1 0.2

0.5 0.9

2.0 4.6

6.3 3.1

1.6 1.0

1.1 1.4

1.7 1.4

0.6 0.2

0.1 0.2

0.1 0.1

0.1 0.3

1.6 4.1

1.6 0.6

0.3 0.1

0.1 0.3

0.5 0.8

1.1 1.3

1.3 1.2

0.5 0.2

0.2 0.2

0.2 0.1

0.1 0.1

0.1 0.2

0.5 0.8

1.3 2.0

2.1 1.7

1.3 1.0

1.5 1.9

2.3 1.9

0.8 0.5

0.3 0.2

0.1 0.1

0.1 0.5

1.5 1.7

0.8 0.4

0.1 0.1

0.2 0.4

0.6 0.7

1.2 1.6

1.3 0.6

0.2 0.1

0.1 0.1

0.2 0.3

0.5 0.7

0.9 1.2

1.1 1.0

1.3 2.0

2.7 4.7

3.2 1.9

0.5 0.2

0.1 0.1

0.4 0.8

1.3 1.1

0.4 0.1

0.1 0.1

0.1 0.2

0.3 0.4

0.9 1.9

1.9 1.3

0.6 0.2

0.1 0.1

0.1 0.2

0.2 0.3

0.5 0.7

0.7 1.2

2.0 2.2

3.4 7.6

3.1 0.8

0.2 0.1

0.1 0.3

0.8 1.1

1.1 0.8

0.1 0.1

0.2 0.2

0.7 2.8

2.7 1.8

1.4 0.7

0.4 0.2

0.1 0.1

0.1 0.3

0.7 1.2

2.7 2.6

1.7 3.8

4.3 1.3

0.3 0.1

0.1 0.6

1.1 1.1

0.8 0.4

0.1 0.1

0.2 0.7

3.4 4.7

2.2 2.3

1.7 0.9

0.5 0.2

0.1 0.1

0.5 1.2

4.9 3.8

1.6 1.4

2.1 1.7

0.7 0.2

0.1 0.1

0.2 0.9

1.2 1.0

0.5 0.2

0.1 0.2

0.3 1.1

3.7 6.7

2.0 3.3

5.8 2.0

0.9 0.4

0.2 0.1

0.1 0.2

0.4 1.2

4.8 4.7

1.9 0.9

1.1 1.2

1.1 0.5

0.2 0.1

0.1 0.1

0.1 0.4

1.3 1.1

0.7 0.3

0.1 0.1

0.3 0.8

2.4 6.2

2.2 2.1

5.1 6.5

2.0 0.8

0.3 0.1

0.1 0.1

0.1 0.4

1.1 4.6

3.5 1.1

0.5 0.6

1.0 0.9

0.7 0.3

0.1 0.1

0.1 0.2

0.4 1.2

2.2 1.3

0.4 0.1

0.1 0.2

0.4 1.0

3.3 2.1

1.5 2.5

3.9 3.4

1.5 0.6

0.2 0.1

0.1 0.1

0.1 0.2

0.4 0.9

2.3 2.2

0.7 0.5

0.5 0.6

0.6 0.5

0.3 0.2

0.1 0.1

0.2 0.4

1.3 3.2

3.9 1.0

0.4 0.1

0.1 0.2

0.4 1.6

1.6 1.0

0.8 1.0

2.0 1.7

1.4 0.9

0.4 0.4

0.3 0.2

0.2 0.3

0.4 0.6

1.1 1.9

1.9 0.9

0.8 0.6

0.5 2.2

0.4 0.2

0.1 0.1

0.2 0.6

2.5 7.6

2.9 0.9

0.3 0.1

0.1 0.3

1.0 1.5

1.1 0.4

0.4 0.9

1.5 1.7

1.6 1.5

1.2 1.1

0.9 0.7

0.6 0.6

0.7 0.9

1.2 2.0

2.4 2.2

1.7 1.2

0.8 0.5

2.8 0.3

0.1 0.1

0.1 0.5

2.4 6.5

1.7 0.6

0.3 0.1

0.1 0.1

0.1 0.3

0.9 1.4

1.3 0.9

0.6 0.8

1.3 1.8

1.8 1.9

3.0 4.6

3.0 2.1

1.6 1.5

2.0 2.9

5.0 3.9

3.0 2.6

1.9 1.2

0.8 0.4

0.4 0.1

0.1 0.1

0.4 2.3

2.8 1.0

0.4 0.2

0.1 0.1

0.2 0.3

0.4 0.3

0.2 0.2

0.2 0.1

0.1 0.1

0.3 0.8

1.3 1.3

1.4 1.5

1.4 1.3

1.5 2.2

4.5 7.9

5.8 3.5

3.4 6.5

8.6 5.6

3.7 3.3

2.5 1.5

0.8 0.4

0.2 0.2

3.7 0.1

0.1 0.6

1.5 1.4

0.6 0.2

0.1 0.1

0.3 0.4

0.6 0.9

0.8 0.7

0.7 0.6

0.5 0.3

0.2 0.1

0.1 0.1

0.2 0.2

0.1 0.1

0.2 0.5

0.9 1.2

1.6 2.2

3.6 3.7

2.7 2.0

1.6 1.7

2.7 3.3

3.0 2.8

3.3 3.8

4.1 4.7

6.7 5.3

2.1 0.7

0.2 0.1

0.7 0.1

0.2 0.8

1.1 0.8

0.3 0.1

0.1 0.1

0.2 0.3

0.6 1.0

1.2 1.3

1.8 2.3

1.7 1.2

0.8 0.5

0.3 0.2

0.3 0.4

0.4 0.2

0.1 0.2

0.5 0.7

1.0 1.7

3.5 7.5

8.1 5.0

3.4 3.0

2.9 2.7

2.1 1.6

1.5 2.1

3.5 6.2

5.2 2.5

0.9 0.3

0.1 0.1

1.4 0.2

0.1 0.4

0.8 0.8

0.6 0.1

0.1 0.2

0.3 0.4

0.4 0.4

0.3 0.5

0.6 0.6

1.0 2.4

5.1 7.2

5.5 2.2

1.3 0.9

0.7 0.7

0.8 0.7

0.5 0.1

0.1 0.2

0.5 0.7

1.0 1.6

3.1 3.3

3.6 4.5

6.6 7.7

5.7 3.0

2.2 1.9

2.0 2.6

2.3 2.0

1.1 0.4

0.2 0.1

0.6 1.6

0.1 0.3

0.6 0.6

0.4 0.2

0.3 0.6

0.8 1.0

1.1 1.1

1.1 1.0

0.7 0.5

0.4 0.2

0.2 0.6

1.9 3.2

2.9 2.5

1.4 1.2

0.8 0.8

1.0 1.0

0.9 0.3

0.1 0.1

0.5 0.8

1.0 0.7

0.8 0.8

0.7 1.4

3.0 1.1

5.0 3.8

2.3 2.2

1.5 1.1

0.7 0.6

0.5 0.3

0.2 0.1

0.5 0.1

0.2 0.4

0.5 0.8

0.8 0.8

1.0 1.4

2.6 3.7

4.9 2.7

1.4 1.1

0.8 0.5

0.3 0.2

0.1 0.2

0.6 0.9

0.7 0.5

0.6 0.7

0.7 0.7

0.8 1.2

1.3 0.7

0.3 0.1

0.1 0.1

0.5 1.0

1.2 0.6

0.3 0.2

0.2 0.4

1.0 1.7

1.5 1.3

1.4 1.3

1.1 0.7

0.4 0.3

0.2 0.1

0.1 0.1

1.3 0.1

0.1 0.1

0.2 0.4

0.8 1.0

1.1 1.2

1.4 2.8

4.9 5.3

3.4 1.6

0.8 0.4

0.3 0.2

0.1 0.1

0.3 0.3

0.2 0.1

0.1 0.2

0.3 0.3

0.4 1.0

2.1 1.6

0.7 0.3

0.1 0.1

0.4 1.3

1.6 0.7

0.3 0.2

0.2 0.2

0.4 0.4

0.4 0.5

0.4 0.4

0.4 0.3

0.3 0.2

0.1 0.1

0.1 0.4

0.2 0.1

0.1 0.3

0.3 0.4

0.8 1.1

1.2 1.3

1.1 0.9

1.0 1.2

2.0 1.2

0.4 0.1

0.1 0.1

0.2 0.6

3.0 5.1

1.4 0.6

0.3 0.1

0.1 0.5

1.3 3.3

1.5 0.5

0.2 0.2

0.2 0.1

0.1 0.1

0.1 0.2

0.4 0.1

0.2 0.4

0.6 0.9

1.3 1.2

1.3 1.0

0.7 0.4

0.2 0.2

0.3 0.4

0.3 0.2

0.1 0.1

0.6 2.2

7.6 3.2

1.0 0.4

0.1 0.1

0.2 0.5

1.3 6.0

3.1 1.1

0.4 0.2

0.1 0.1

0.1 0.6

0.1 0.2

0.5 0.9

1.6 3.2

2.7 1.4

0.7 0.4

0.2 0.1

0.1 0.1

0.1 0.2

0.2 0.1

0.1 0.1

0.2 0.4

1.6 3.2

5.1 1.5

0.5 0.1

0.1 0.4

1.2 5.2

4.2 1.4

0.4 0.2

0.1 0.1

0.3 0.1

0.5 1.0

2.7 6.3

5.8 1.9

0.5 0.2

0.1 0.1

0.1 0.3

0.5 0.9

2.4 1.6

0.8 0.2

0.1 0.4

1.0 3.7

3.8 0.9

0.2 0.1

0.1 0.1

1.5 0.1

0.1 0.3

0.7 1.1

1.8 4.1

3.6 2.6

0.9 0.2

0.1 0.1

0.2 0.8

1.4 1.0

0.5 0.1

0.1 0.3

0.7 1.8

2.5 0.6

0.1 0.1

0.1 2.8

0.1 0.1

0.2 0.3

0.6 0.9

1.2 1.3

1.1 1.0

0.8 0.3

0.1 0.1

0.3 0.9

1.0 0.6

0.3 0.1

0.1 0.1

0.4 1.2

1.4 0.6

0.1 0.1

0.1 0.4

0.1 0.2

0.3 0.5

0.8 0.6

0.3 0.2

0.2 0.2

0.2 0.1

0.1 0.1

0.1 0.3

0.7 1.0

0.6 0.3

0.2 0.1

0.1 0.1

0.4 1.1

1.4 0.8

0.2 0.1

0.1 0.2

0.2 0.1

0.1 0.1

2.8 0.1

0.3 0.4

0.4 0.2

0.1 0.1

0.3 0.6

0.9 0.8

0.4 0.2

0.1 0.1

0.4 0.6

1.1 1.3

1.2 0.8

0.6 0.6

0.5 0.3

0.2 0.1

0.2 0.2

0.1 0.4

0.4 0.1

0.1 0.2

0.1 0.1

0.1 0.3

0.7 1.0

1.1 0.8

0.4 0.3

0.1 0.1

0.2 0.2

0.3 0.4

0.6 0.8

1.3 2.0

2.3 2.1

1.6 1.2

1.0 0.8

0.6 0.4

0.5 0.6

0.6 0.6

0.6 0.4

0.3 0.3

0.2 0.2

0.2 0.1

1.0 0.1

0.4 0.8

1.3 1.5

1.0 0.6

0.4 0.2

0.1 0.1

0.1 0.3

0.4 0.6

1.0 1.2

2.0 4.9

7.3 6.8

3.9 1.9

1.2 1.1

1.1 1.1

1.1 1.3

1.5 1.9

1.9 1.5

1.3 1.0

0.8 0.6

0.4 0.2

0.1 0.6

3.4 0.1

0.3 1.0

2.8 3.5

1.5 0.8

0.4 0.1

0.1 0.1

0.3 0.5

0.8 1.1

1.1 1.7

2.3 3.3

2.5 1.2

0.6 0.5

0.7 0.9

1.1 1.3

2.0 4.2

7.1 7.2

4.3 2.1

1.3 1.0

0.7 0.4

0.2 0.1

0.2 0.4

0.1 0.3

1.8 5.8

5.2 1.7

0.7 0.3

0.1 0.1

0.2 0.3

0.4 0.4

0.3 0.3

0.6 1.0

0.8 0.4

0.2 0.3

0.3 0.5

0.5 0.6

0.8 1.4

2.4 2.5

1.5 0.8

0.6 0.5

0.5 0.3

0.2 0.1

0.3 4.2

0.1 0.1

0.2 1.0

2.8 5.0

4.0 1.5

0.6 0.2

0.1 0.1

0.3 0.3

0.2 0.1

0.1 0.1

0.1 0.2

0.4 0.7

0.7 0.4

0.2 0.1

0.1 0.1

0.1 0.2

1.1 0.2

0.1 0.1

0.2 0.4

0.9 1.3

2.1 1.5

1.0 0.6

0.2 0.1

0.1 0.1

0.2 0.3

0.3 0.2

0.4 0.5

0.3 1.5

1.0 1.5

0.1 0.1

0.1 0.2

0.2 0.3

0.4 0.9

1.1 0.7

0.5 0.2

0.1 0.1

0.3 0.6

2.5 0.8

2.2 3.9

0.3 2.1

0.2 0.1

0.7 0.1

0.1 0.1

0.3 0.7

0.7 0.4

0.3 0.1

0.1 0.1

0.1 0.2

0.8 1.3

0.5 4.3

0.4 0.3

0.1 0.1

0.1 0.3

0.4 0.3

0.2 0.1

0.1 0.1

0.1 0.7

0.6 1.3

4.6 0.2

0.1 0.3

0.1 0.1

0.2 0.1

0.2 2.2

2.5 0.3

1.7 0.1

0.1 0.1

0.1 0.0

0.0 0.0

0.00.0 0.0

0.0 0.0

0.0 S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'S4 @ 3'S4 @ 3'S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'
S4 @ 3'

HABITATMANAGEMENTPRESERVE

HABITATMANAGEMENTPRESERVE
HMP BOUNDARY20' HMP BUFFER
HMP BOUNDARY20' HMP BUFFER
HMP BOUNDARY20' HMP BUFFER
HMP BOUNDARY20' HMP BUFFER

HMP BOUNDARY

HMP BOUNDARY
HMP BOUNDARY20' HMP BUFFER
HMP BOUNDARY20' HMP BUFFER
HMP BOUNDARY20' HMP BUFFER
HMP BOUNDARY20' HMP BUFFER

VETERANS MEMORIAL PARKPHOTOMETRIC CALCULATION
31591 Camino CapistranoSan Juan Capistrano, CA 92675www.RJMdesigngroup.com[949] 493-2690 fax[949] 493-2600 phone CIP 4609 150 Paularino Avenue Suite A120Costa Mesa, CA 92626949.852.9995 949.852.1657 (fax) FBAEngineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number:535.044
FBA Engineering / Plot Date: 9/9/2025 7:54 AM / Plotted by: Josue Saldana / Drawing Location: I:\535\044\E-1.06_535044.dwg 09/09/2025
SCALE:VETERANS MEMORIAL PARK PHOTOMETRIC CALCULATION11" = 30'-0"

KEY NOTES

5. ALL EQUIPMENT LOCATED OUTDOORS SHALL BE WEATHERPROOF,NEMA 3R RATED.

6. ALL UNDERGROUND CONDUIT SIZE SHALL NOT BE LESS THAN ¾” -U.N.O.

7. MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG. - U.N.O.

8. ALL SITE BRANCH CIRCUIT CONDUIT RUNS SHALL INCLUDE ANEQUIPMENT GROUND THAT AT A MINIMUM, MATCHES THE SIZE OFTHE LARGEST BRANCH CIRCUIT CONDUCTOR.

9. PROVIDE PULL STRING IN ALL EMPTY CONDUITS.

SITE PLAN GENERAL NOTES
LIGHT ADJACENT TO THE PRESERVE IS ESSENTIAL FORROADWAY, FACILITY USE, OR SAFETY.

HABITAT PRESERVE LIGHTING NOTE
Statistics
DescriptionSymbolAvg Max MinMax/MinAvg/Min

0.8 fc14.7 fc0.0 fc N/A N/A
386
260
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE E-1.06
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DRAWING NO.
546-1A

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT

UNDERGROUND SERVICE
___ ALERT
Exp. 09-30-26
ee(y
30) No. E 10372 6

ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING
61 62
63 6465
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29 28
27 26
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29 29
B-17
1717
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17 17 17
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31591 Camino CapistranoSan Juan Capistrano, CA 92675www.RJMdesigngroup.com[949] 493-2690 fax[949] 493-2600 phone CIP 4609 150 Paularino Avenue Suite A120Costa Mesa, CA 92626949.852.9995 949.852.1657 (fax) FBAEngineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number:535.044
FBA Engineering / Plot Date: 9/9/2025 7:54 AM / Plotted by: Josue Saldana / Drawing Location: I:\535\044\E-2.01_535044.dwg 09/09/2025
SCALE:VETERAN MEMORIAL PARK ELECTRICAL PLAN11" = 10' - 0"

KEY NOTES

1. LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN ANDCONTRACTOR SHALL EXERCISE EXTREME CAUTION INEXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTINGDUCTS, PIPING, OR CONDUITS, ETC., AND TO PREVENT HAZARDSTO PERSONNEL AND/OR DAMAGE TO EXISTING UNDERGROUNDUTILITIES OR STRUCTURES WHETHER OR NOT SHOWN ANDINSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NOTRESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIESOR STRUCTURES, WHETHER OR NOT SHOWN OR DETAILED ANDINSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALLIMMEDIATELY NOTIFY THE ENGINEER, THE ENGINEER SHOULDSEARCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESEDRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THENECESSARY ELEMENTS FOR CONSTRUCTION SAFETY.

3. THE DRAWINGS ILLUSTRATE LOCATIONS OF EQUIPMENT ANDASSEMBLIES, PULLBOXES, MANHOLES, HANDHOLES, AND VAULTS,INCLUDING OTHER ELECTRICAL UNDERGROUND STRUCTURESAND PATHWAYS. CONTRACTOR SHALL CLOSELY COORDINATEEXACT LOCATIONS AND MOUNTING DEPTHS OF ALL DEVICES,STRUCTURES AND PATHWAYS WITH OTHER TRADES PRIOR TOPLACEMENT, TO ENSURE FINAL LOCATIONS ARE OUTSIDEFEATURE LANDSCAPE AND ARCHITECTURAL AREAS AND ARE NOTIN CONFLICT WITH THE INSTALLATION OF MATERIALS BY OTHERTRADES.

5. ALL EQUIPMENT LOCATED OUTDOORS SHALL BE WEATHERPROOF,NEMA 3R RATED.

6. ALL UNDERGROUND CONDUIT SIZE SHALL NOT BE LESS THAN ¾” -U.N.O.

7. MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG. - U.N.O.

8. ALL SITE BRANCH CIRCUIT CONDUIT RUNS SHALL INCLUDE ANEQUIPMENT GROUND THAT AT A MINIMUM, MATCHES THE SIZE OFTHE LARGEST BRANCH CIRCUIT CONDUCTOR.

9. PROVIDE PULL STRING IN ALL EMPTY CONDUITS.

SITE PLAN GENERAL NOTES

VETERAN MEMORIAL PARKENLARGED PLAZALIGHTING PLAN
3/4"C. - TO ELECTRICAL ROOM FOR RGB CONTROL CABLING.

WEATHER PROOF, GFC1 RECEPTACLE WITH WEATHER PROOF EXTRADUTY, "WHILE IN USE" LOCKABLE COVER, TAYMAC #MX3200. MOUNT ONBACKSIDE OF WALL. 3/4" C.-3#10 AND 1#10GRD.

ROUTE RGB CONTROL CABLE TO EACH TYPE H LIGHT FIXTURE.

ROUTE RGB CONTROL CABLE TO EACH TYPE F LIGHT FIXTURE.
1 2
3 4
5 386
261
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE E-2.01
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DRAWING NO.
546-1A

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
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UNDERGROUND SERVICE
___ ALERT
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Exp. 09-30-26
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3 31591 Camino CapistranoSan Juan Capistrano, CA 92675www.RJMdesigngroup.com[949] 493-2690 fax[949] 493-2600 phone CIP 4609 150 Paularino Avenue Suite A120Costa Mesa, CA 92626949.852.9995 949.852.1657 (fax) FBAEngineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number:535.044
FBA Engineering / Plot Date: 9/9/2025 7:54 AM / Plotted by: Josue Saldana / Drawing Location: I:\535\044\E-3.01_535044.dwg 09/09/2025
VETERAN MEMORIAL PARKTITLE 24- OUTDOORPANEL SCHEDULE KEYPLAN Panel EVSPPanel CPanel B
Panel EVNP
386
262
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE E-3.01

CALIFORNIA ENERGY COMMISSION CALIFORNIA ENERGY COMMISSION CALIFORNIA ENERGY COMMISSION

NRCC-LTO-E
Project Name: VETERAN MEMORIAL PARK Project Name: VETERAN MEMORIAL PARK VETERAN MEMORIAL PARK Report Page:

Faraday Avenue and Cannon Road Date Prepared: F. OUTDOOR LIGHTING FIXTURE SCHEDULE

C COMPLIANCE RESULTS
A. GENERAL INFORMATION
01 CARLSBAD Calculations of Total Allowed Lighting Power (Watts) 140.7 /170.2(e 6 or 141.0(b)2L/ 180.2(b)4Bv Compliance Results04 Total Illuminated Hardscape Area (ft2) 1073194 7 01 02 03 04 OS 06 07 08 09
Outdoor Lighting Zone per Title 24 Part 110.114 or as designated by Authority Having Jurisdiction (AHJ):

LZ-O: Very Low - Undeveloped Parkland X LZ-2: Moderate - Urban Clusters □ LZ-4: High - Must be reviewed by CA Energy Commission for Approval 0501 02 03 0-1 06 07 08 09 10 □ LZ-3: Moderately High - Urban Areas OR17-1: Low - Rural Areas + 07 must be >= 08
Occupancy Types within Project05
Design WattsComplete Luminaire Description
• All Other Occupancies
Fail Pass
OR 24,383 15,375 >
□ Linear □ □ □Mfr. SpecA A 52.4 2 New 104.8B. PROJECT SCOPE □ Linear □ □ □Mfr. SpecC c 7.8 41 New 319.8
D. EXCEPTIONAL CONDITIONS
□ Linear □ □ □Mfr. SpecD D 20 25 New 500
01 02 This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. □ Linear □ □ □Mfr. SpecF F 30 21 New 630
o o Yes No
E. ADDITIONAL REMARKS05 □ Linear □ □ □Mfr. SpecH H 4.7 115 New 540.5 This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. % of Existing Luminaires Being Altered1 Sum Total of Luminaires Being Added or Altered Calculation Method □ Linear □ □ □Mfr. SpecJ J 9 26 New 234□ <10% □ >=10% and <50% □ >= 50% Please proceed to Table F. Outdoor Lighting Fixture Schedule to define the project's luminaires. □ Linear □ □ □Mfr. SpecSI SI 71 130 New 9,2301 FOOTNOTES: % of Existing Luminaires Being Altered = (Sum Total of Luminaires Being Added or Altered / Existing Luminaires within the Scope of the Permit Application) x 100. □ Linear □ □ □Mfr. SpecSIA SIA 71 18 New 1,278
□ Linear □ □ □Mfr. SpecSIB SIB 142 3 New 426
Generated Date/Time: Generated Date/Time: Generated Date/Time:Documentation Software: EnergyPro Documentation Software: EnergyPro Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance

CALIFORNIA ENERGY COMMISSION CALIFORNIA ENERGY COMMISSION CALIFORNIA ENERGY COMMISSION Project Name: VETERAN MEMORIAL PARK Project Name: VETERAN MEMORIAL PARK Project Name: VETERAN MEMORIAL PARK F. OUTDOOR LIGHTING FIXTURE SCHEDULE H. OUTDOOR LIGHTING CONTROLS •i
0501 02 03 0-1 06 07 08 09 10 01 02 03 04 05
□ Linear □ □ □ Calculated General Hardscape Lighting Power Allowance per Table 140.7-A for Nonresidential & Hotel/MotelMfr. SpecSIC SIC 71 16 New 1,136 Field Inspector Area Description 02 03 04 05 06 07 08 09
□ Linear □ □ □ FailMfr. Spec PassS2 S2 280 3 New 840 Area Wattage Allowance (AWA) Linear Wattage Allowance (LWA) 1FOOTNOTE: Text has been abbreviated, please refer to Table 160.5-A to confirm compliance with the specific light source technologies listed. Area Description □ Linear □ □ □Mfr. SpecS3 S3 34 4 New 136
OUTDOOR AREA 20390.7 25282 0.2 3792.2 24183□ Linear 0 □ □Mfr. SpecS4 S4 0 63 New 200
Total Design Watts: 15375
24383
i,
2 J. LIGHTING ALLOWANCE: PER APPLICATION
3 This section does not apply to this project.
4 Compliance with mandatory shielding requirements is required for luminaires with initial lumen output >= 6,200 unless exempted by 130.2(b)/ 160.5(c) K. LIGHTING ALLOWANCE: SALES FRONTAGE
This section does not apply to this project.

L. LIGHTING ALLOWANCE: ORNAMENTAL
This section does not apply to this project.

Generated Date/Time: Generated Date/Time: Generated Date/Time:Documentation Software: EnergyPro Documentation Software: EnergyPro Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance

SHEETSSHEET

YOESS/OW
Sll
PROJECT NO.

Luminaire
Status’
Total Number
Luminaires3
Total General
AWA ♦ LWA
(Watts)
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
How is
Wattage
determined
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
field
Inspector
Project Name:

Project Address:

NA: < 6200
lumens
NA: < 6200
lumens
NA: < 6200
lumens
NA: < 6200
lumens
X General
Hardscape
Allowance
Table I (below)
NA: < 6200
lumens
NA: < 6200
lumens
NA: < 6200
lumens
NA: < 6200
lumens
NA: < 6200
lumens
NA: < 6200
lumens
NA: < 6200
lumens
NA: < 6200
lumens
Report Page:

Date Prepared:

Shielding Compliance (See Table G for Details)
Controls Compliance (See Table H for Details)
Report Page:

Date Prepared:

Report Page:

Date Prepared:

Total Actual
(Watts)
Report Page:

Date Prepared:

Report Page:

Date Prepared:

Excluded per
140.7(a)/
170.2[e)6A
G. SHIELDING REQUIREMENTS (BUG)
This section does not apply to this project.

Motion Sensor
130.2(c)3 / 160.5(c)
Cutoff Req >
6,200 initial
lumen output
130.2(b)/
160.5(c)!*
NA: < 6200
lumens
Compliance ID: EnergyPro-7526-0725-1762
Report Generated: 2025-07-07 16:44:55
Compliance ID: EnergyPro-7526-0725-1762
Report Generated: 2025-07-07 16:44:55
Compliance ID: EnergyPro-7526-0725-1762
Report Generated: 2025-07-07 16:44:55
Compliance ID: EnergyPro-7526-0725-1762
Report Generated: 2025-07-07 16:44:55
Compliance ID: EnergyPro-7526-0725-1762
Report Generated: 2025-07-07 16:44:55
Compliance ID: EnergyPro-7526-0725-1762
Report Generated: 2025-07-07 16:44:55
Existing
Power
Allowance
141.0(b)2L/
180.2(b)4Bv
(See Table N)

TWO WORKING PAYS

BEFORE YOU PIO
FOOTNOTES: Authority Having Jurisdiction may ask for Luminaire cut sheets to confirm wattage used for compliance per 130.0(c) / 160.5(b) ' For linear luminaires, wattage should be indicated as W/lf instead of Watts/luminaire. Total linear feet should be indicated in column 05 instead of number of luminaires. 1 Select "New" for new luminaires in a new outdoor lighting project, or for added luminaires in an alteration. Select "Altered" for replacement luminaires in an alteration. Select “Existing to Remain" Ornamental
140.7(d)2 /
170.2(e)6
(See Table 1) Watts per
luminaire‘2
Results in this table are automatically calculated from data input and calculations in Tables F through N. Note: If any cell on this table says "COMPLIES with Exceptional Conditions" refer to Table D. Exceptional Conditions for guidance or see applicable Table referenced below. * NOTES: Selections with a * require a note in the space below explaining how compliance is achieved.

EX: Luminaire is lighting a statue; EXCEPTION 2 to 130.2(b) for existing luminaires within the project scope that are not being altered and are remaining. Select "Existing Reinstalled" for existing luminaires which are being removed and reinstalled as part of the project scope.

This document is used to demonstrate compliance with requirements in 110.9,130.0,130.2,140.7, and 141.0(b)2L for outdoor lighting scopes using the prescriptive path for nonresidential and hotel/motel occupancies. It is also used to document compliance with requirements in 160.5,170.2(e)6,180.1(a) and 180.2(b)4Bv for outdoor lighting scopes using the prescriptive path for muttifamily and mixed-use occupancies. Multifamily includes dormitory and senior living facilities.

1. LIGHTING POWER ALLOWANCE (per 140.7 / 170.2(e))
This table includes areas using allowance calculations per 140.7/170.2(e). General Hardscape Allowance is per Table 140.7 7^/Table 170.2-R while "Use it or lose it” TUIowances are per Table 140.7-B /Table 170.2-S. Indicate which allowances are being used to expand sections for user input. Luminaires that qualify for one of the "Use it or lose it" allowances shall not qualify for another "Use it or lose it" allowance.

For new or altered lighting systems demonstrating compliance with 140.7/170.2(e)6 all new luminaires being installed and any existing luminaires remaining or being moved within the spaces covered by the permit application are included in the Table below. For altered lighting systems using the Existing Power method per 141.0(b)2L only new luminaires being installed and replacement luminaires being installed as part of the project scope are included (ie, existing luminaires remaining or existing luminaires being moved are not included).

Outdoor lighting attached to multifamily buildings and controlled from the inside of a dwelling unit are included in Table H. and are not included here. All other muftifamily outdoor lighting is included here.

Designed Wattage:

Total Allowed
(Watts)
K
□

NRCC-LTO-E
(Page 5 of 8)
7/7/2025
Project Location (city)
Climate Zone

NRCC-LTO-E
(Page 4 of 8)
7/7/2025
□ Per
Application
Table J

NRCC-LTO-E
(Page 6 of 8)
7/7/2025

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
This table includes outdoor lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.7 / 170.2(e)6 or 141.0(b)2L/ 180.2(b)4Bv for alterations.

My Project Consists of:

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
Auto-Schedule
130.2(c)2 / 160.5(c)

NRCC-LTO-E
(Page 2 of 8)
7/7/2025

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE

NRCC-LTO-E
(Page 3 of 8)
7/7/2025
DRAWING NO.
546-1A
This table demonstrates compliance with controls requirements for all new or altered luminaires installed as part of the permit application. For alteration projects, luminaires which are existing to remain (ie untouched) and luminaires which are removed and reinstalled (wiring only) do not need to be included in this table even if they are within the spaces covered by the permit application.

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
Sales
Frontage
140.7(d)2
(See Tab le K)
□ Ornamental
Table L
Per Specific
Area
140.7(d)? /
170.2(e) 6
(See Table M)
Per
Application
140.7(d)2 /
170.2(e)6
(See Table J)
02 03
□
□ Per Specific
Area
Table M
Initial Wattage Allowance for Entire Site (Watts):

Instances of Initial Wattage Allowance (12 0 only)1
Total General Hardscape Allowance (Watts):
□ Sales Frontage
Table K
linear Allowance
(Watts)
Allowed Density
(W/ft3)

0.019
Name or Item
Tag
Exp. 09-30-26
@e(y
Allowed Density
(W/It)
01 Use it or lose It* Allowance (select all that apply) (select all that apply) Shut-Off
130.2(c)! / 160.5(c)

UNDERGROUND SERVICE
ALERT
New Lighting System
Altered Lighting System
03 Area Allowance
(Watts)
2Authority having jurisdiction may ask for cutsheets or other documentation to confirm compliance of light source. 3Recessed luminaires marked for use in fire-rated installations, and recessed luminaires installed in non-insulated ceilings are excepted from H and Hi.

Must Comply with Allowances from 140.7 / 170.2(e)6
Is your alteration increasing the connected lighting load (Watts)? 04 30) No. E 10372 6

COMPLIES
N/A
Not applicable
Perimeter length
(«)
Illuminated Area
(ft2)
1073194
31591 Camino CapistranoSan Juan Capistrano, CA 92675www.RJMdesigngroup.com[949] 493-2690 fax[949] 493-2600 phone CIP 4609 150 Paularino Avenue Suite A120Costa Mesa, CA 92626949.852.9995 949.852.1657 (fax) FBAEngineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number:535.044
FBA Engineering / Plot Date: 9/9/2025 7:54 AM / Plotted by: Josue Saldana / Drawing Location: I:\535\044\E-3.02_535044.dwg 09/09/2025
VETERAN MEMORIAL PARKTITLE 24- OUTDOORPANEL SCHEDULE KEYPLAN Panel EVSPPanel CPanel B
Panel EVNP
386
263
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE E-3.02

CALIFORNIA ENERGY COMMISSION CALIFORNIA ENERGY COMMISSION

CERTIFICATE OF COMPLIANCE NRCC-LTO-E CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: VETERAN MEMORIAL PARK VETERAN MEMORIAL PARK Report Page:

Faraday Avenue and Cannon Road Date Prepared:

DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
M. LIGHTING ALLOWANCE: PER SPECIFIC AREA I certify that this Certificate of Compliance documentation is accurate and complete.

This section does not apply to this project. Documentation Author Signature:

N. EXISTING CONDITIONS POWER ALLOWANCE (alterations only) This section does not apply to this project. CEA/ HERS Certification Identification (if applicable):

0. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Form/Title
NRCILTOE - Must be submitted for all buildings

4. 5.

P. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the buildi rides to the building owner at occupancy.

There are no NRCA forms required for this project. Responsible Designer Signature:

Generated Date/Time: Generated Date/Time:Documentation Software: EnergyPro Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance

SHEETSSHEET

YOESS/OW
Sll
PROJECT NO.

Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Signature Date:
2025-07-07
Date Signed:
2025-07-07
Project Name:

Project Address:

Report Page:

Date Prepared:

Compliance ID: EnergyPro-7526-0725-1762
Report Generated: 2025-07-07 16:44:55
Compliance ID: EnergyPro-7526-0725-1762
Report Generated: 2025-07-07 16:44:55
License:

E10372

RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury under the laws of the State of California:

1. 2.

3. Selections have been made based on information provided in this document. If any selection has been changed by permit applicant, an explanation should be included in Table E.

Additional Remarks. These documents must be provided to the building inspector during construction and can be found online The information provided on this Certificate of Compliance is true and correct I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Tide 24, Part 1 and Part 6 of the California Code of Regulations.

The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.

TWO WORKING PAYS

BEFORE YOU PIO
DRAWING NO.
546-1A

STATE OF CALIFORNIA
Outdoor Lighting

STATE OF CALIFORNIA
Outdoor Lighting
(Page 8 of 8)
7/7/2025
(Page 7 of 8)
7/7/2025

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
Phone:
949 852 9995
Phone:
949-852-9995
City/State/Zip:

COPSTA MESA CA 92626
City/State/Zip:

Costa Meas CA 92626
Documentation Author Name:

STEPHEN R, ZAJICEK P.E.]
Company:

FBA ENGINEERING
Address:
150 Paularino Avenue Suite A120
Responsible Designer Name:

STEPHEN R, ZAJICEK P.E.

Company:

FBA ENGINEERING
Address:
150 PAULARINO AVE SUITE A120

UNDERGROUND SERVICE
ALERT
Exp. 09-30-26
@e(y
30) No. E 10372 6
Ea
12/08/2022
VMP01CR
JOB CREATED:
9/9/2025 - LAST SAVED BY: npittman ON 9/9/2025 - LAST PRINTED: 9/9/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP01-Veterans Memorial Park, CA\VMP01-Veterans Memorial Park, CA -North-A- CU-250328.dwg

COVER SHEET
G0
COVER SHEETG1

GENERAL NOTES
G2

DESIGN CRITERIACODE SUMMARY
GPAGE
A1aA2aA3A4a
S7S8aS8cS9
A5
Pa
RE9

DATEBYDESCRIPTION
303/06/25CRG0,A1.1,A1.2,A1.3,A1.4,A2.1,A2.2,A5.1,A6.1S7.1,S7.2,S7.3,S9.1,S10.8,P1,P2,Ea,Eb.Ec,Ed,Ee211/01/24CRG0,A1.2,A1.3,A1.4,A2.1,A2.2,A4.1,A4.4,A5.1,A6.1,S7.1,S7.3,S8.1,S8.3,P2,E1,E2,E3,E4REVISION SCHEDULE102/13/23CRG2,S7.1,S7.2,S7.3,S8.2,S8.3,S9.1,E1-E4 PROJECT I.D. :PROJECT INFORMATIONCITY / STATE:SITE ADDRESS:PROJECT NAME:VETERANS MEMORIAL PARK - NORTH BLDG "A"VMP01FARADAY AVENUE AT WHITMAN WAYCARLSBAD, CA 92008

SHEET SCHEDULESHEETCONTENTS
A5.1DOOR SCHEDULE
G1GENERAL NOTES / SYMBOL LEGENDA1.1FLOOR PLAN
S7.1FOUNDATION PLANS8.2STRUCTURAL CMU REBAR LAYOUT
S10.1ROOF CONNECTION DETAILS
A5.2DOOR DETAILS
A2.1EXTERIOR ELEVATION VIEWS
G2DESIGN CRITERIA AND CODE SUMMARY
A3.1SECTION VIEWS
S7.2FOUNDATION DETAILS
S9.1ROOF FRAMING PLAN
A4.1WALL FINISH SCHEDULE (INTERIOR/EXTERIOR)
S7.3FOUNDATION DETAILSS8.1STRUCTURAL CMU PLANS8.3STRUCTURAL CMU DETAILS E1ELECTRICAL SCHEDULEE2ELECTRICAL RISER DETAILS
A2.2EXTERIOR ELEVATION VIEWS
S8.5STRUCTURAL CMU ELEVATION VIEWSS8.6STRUCTURAL CMU ELEVATION VIEWS E4ELECTRICAL PLANE3ELECTRICAL PANEL SCHEDULE
A4.2WALL FINISH DETAILS
S10.2ROOF CONNECTION DETAILSS10.3ROOF CONNECTION DETAILS A5.3DOOR DETAILS
G0TITLE PAGE, SHEET & REVISION SCHEDULE

CODES AND STANDARDS

SPECIAL INSPECTIONS

SPECIAL INSPECTIONS, CONT'D
MASONRY CONSTRUCTION: LEVEL B QUALITY ASSURANCE (PER TABLE 1.19.2 IN TMS402/11)INSPECTION TASK A. PROPORTION OF SITE-PREPARED MORTAR
A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS
A. GROUT SPACE

FREQUENCY OF INSPECTIONCONTINUOUS
-
---
-
-

PERIODIC
X
X
XXX
X
X
REFERENCE CRITERIAACI 530 /
-
-
-
-
ACI 530.1 /
ART. 2.1, 2.6A
ART. 3.4/ 3.6A
ART. 2.4, 3.4
-ART. 1.8C, 1.8D
ART. 3.2D, 3.2 F
ASCE5ASCE6
--
SEC. 1.16.4.3, 1.17.1

INSPECTION LOCATIONINHOUSEFIELD
-X
-X
-X -X -X
-X
-X
-X

1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS-X-ART. 1.5-X TMS 402 /TMS 602 /

2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE INCOMPLIANCE:

B. CONSTRUCTION OF MORTAR JOINTS-X-ART. 3.3 B-X D. LOCATION OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONSAND ANCHORAGES3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:

X --X B. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS, ANDPRESTRESSING TENDONS AND ANCHORAGESC. PLACEMENT OF REINFORCEMENT, CONNECTORS AND PRESTRESSINGTENDONS AND ANCHORAGESSEC. 1.16SEC. 1.16ART. 3.2E, 3.4, 3.6A-X-X D. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FORBONDED TENDONSART. 2.6B, 2.4G.1.b- -X-X E. CONSTRUCTION OF MORTAR JOINTSART. 3.3B- 4. VERIFY DURING CONSTRUCTION:ART. 3.3F B. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OFANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHERCONSTRUCTION.D. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURINGCOLD WEATHER (TEMPERATURE BELOW 40°F(4.4°C)) OR HOT WEATHER(TEMPERATURE ABOVE 90°F(32.2°C))5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/ORPRISMS-XART. 1.4B.2.a.3, 1.4B.2.b.3,1.4B.2.c.3, 1.4B.3,1.4B.4 STEEL CONSTRUCTION (PER TABLE 1705.2.2 IN 2016 CBC)VERIFICATION AND INSPECTION

IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIEDMANUFACTURER'S CERTIFIED MILL TEST REPORTS

FREQUENCY OF INSPECTIONCONTINUOUS--

PERIODICXX
REFERENCE CRITERIAREFERENCED STANDARDAISC 360 SECTION A3.3CBC REFERENCE-- IN THE APPROVED CONSTRUCTION DOCUMENTS-X- X-

INSPECTION LOCATIONINHOUSEFIELD
SEISMIC DESIGN DATA:

DESIGN LOADS
ROOF:ROOF: DEAD LOADWALL DEAD LOADIBC SEISMIC DESIGN CATEGORYDESIGN WIND SPEED (ULTIMATE)ALLOWABLE SOIL BEARINGEXPOSURE MPHPSFPSFPSF PSF
LOADLIVE201581D100C2000WIND DESIGN :

OCCUPANCY CLASS.:CONSTRUCTION:AREA: ______ FT2 AREA ALLOWABLE: _______FT2 HEIGHT: _ STORYHEIGHT ALLOWABLE: _ STORYOCCUPANT LOAD: ___ CODE SUMMARY:BVB226555001119
2022 CALIFORNIA BUILDING CODE (CBC), TITLE 24 PART 2 (BASED ON 2021 IBC)2022 CALIFORNIA ELECTRICAL CODE, TITLE 24 PART 3 (BASED ON 2020 NFPA, NEC)2022 CALIFORNIA MECHANICAL CODE, TITLE 24 PART 4 (BASED ON 2021 UMC)2022 CALIFORNIA PLUMBING CODE, TITLE 24 PART 5 (BASED ON 2021 UPC)2022 CALIFORNIA BUILDING ENERGY CODE, TITLE 24 PART 62022 CALIFORNIA FIRE CODE, TITLE 24 PART 9, (BASED ON 2021 IFC)2022 CALIFORNIA GREEN BUILDING STANDARDS CODECARLSBAD MUNICIPAL CODE 1S10.1DETAILNAME

ABBREVIATIONS
NOTE: ARCHITECT/ENGINEER IS NOT RESPONSIBLE FOR ANY SITE DESIGN ORENGINEERING AND WILL NOT BE HELD ACCOUNTABLE OR LIABLE FOR ANYISSUES RELATED TO THIS SITE. IT IS THE OWNER'S RESPONSIBILITY TOACCURATELY LOCATE THIS BUILDING, SET FLOOR AND ADJACENT ELEVATIONS,DETERMINE SITE IS SUITABLE FOR CONSTRUCTION, VERIFY ALL UTILITIES, ETC.

SYMBOL LEGEND

DETAIL REFERENCE

BUILDING SECTION
SHEET NO.DETAIL NO.
1A3.1
2 1

RECYCLERECYCLE ALL USED SHIPPINGMATERIALS AND LEFT OVERBUILDING MATERIALS 3 1A1.4DETAIL CALLOUT

1.THIS PROJECT SHALL COMPLY WITH ALL 2022 CALIFORNIA BUILDING CODES AND STANDARDS IDENTIFIED ON SHEETG2. ALL WORK SHALL MEET OR EXCEED INDUSTRY STANDARDS FOR MATERIALS, WORKMANSHIP, ETC.2.CONTRACTOR SHALL REVIEW THE DRAWINGS THOROUGHLY BEFORE PROCEEDING WITH ANY WORK. ANYDISCREPANCIES FOUND WITHIN THESE DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF ROMTEC.CONTRACTOR SHALL NOT PROCEED WITH ANY WORK HE KNOWS TO BE IN CONFLICT WITH OTHER WORK, OR IS NOTAPPROVED BY CODE, UNTIL RESOLVED BY ROMTEC OR THE ENGINEER/ARCHITECT.3.CONTRACTOR SHALL MAINTAIN GENERAL LIABILITY INSURANCE AND WORKER'S COMP. INSURANCE AS PER SPECIFICSTATE MINIMUM REQUIREMENTS.4.FOOTINGS SHALL BE CONSTRUCTED ON UNDISTURBED NATIVE SOIL OR ENGINEER APPROVED FILL. CONTRACTORTO VERIFY ASSUMED SOIL BEARING CAPACITY NOTED ON SHEET G2. SHOULD SOIL NOT MEET OR EXCEED THE ASSUMEDSOIL BEARING CAPACITY, CONTRACTOR TO MODIFY SOIL CONDITIONS TO SATISFY CRITERIA OR NOTIFY THE STRUCTURALENGINEER TO REVISE DESIGN PER CONDITIONS ENCOUNTERED. BACKFILL AROUND BUILDING TO PROVIDE SLOPE AWAYFROM BUILDING NOT LESS THAN A 5% SLOPE FOR A MINIMUM DISTANCE OF 10' FROM THE BUILDING, PER 2022 CBC 1804.3.5.A. CAST-IN-PLACE CONCRETE: 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 4" +/- 1" SLUMP, WITHMAX 1" AGGREGATE, AND ALL MATERIALS IN ACCORDANCE WITH ACI 318 STANDARD. FINE BROOM FINISH INTERIORSURFACES AND EXTERIOR SLABS. JOINTS REQUIRED IN FLAT WORK, SEE FOUNDATION DETAILS FOR REQUIREMENTS.B. CMU BLOCKS “MEDIUM WEIGHT DENSITY” ARE MANUFACTURED TO ASTMC90-02 STANDARDS WITH A MINCOMPRESSIVE STRENGTH Fm = 1500 PSI. ALL CMU BLOCKS MUST BE FULLY GROUTED IN 5 FT MAXIMUM LIFTS(EXCEPTION - HIGH LIFT GROUTING FOR 8'-8" WALLS MAYBE USED AS LONG AS CLEANOUT OPENINGS ARE PROVIDED ATTHE BOTTOM OF EVERY CELL FOR EACH POUR ABOVE 5 FT). THE MORTAR TO BE USED SHALL BE TYPE S 1800 PSI MORTAR CONFORMING TO ASTM C270. MASONRY (CONCRETE) GROUT: 2500 PSI MINIMUM COMPRESSIVE STRENGTH AT28 DAYS 9" +/- 1" SLUMP, WITH MAX 1/2" AGGREGATE, AND TESTED IN ACCORDANCE TO MEET ACI 318. FINE OR COURSEGROUT MAY BE USED IN ACCORDANCE WITH 2022 CBC. CONSOLIDATE GROUT AT THE TIME OF PLACEMENT. CONSOLIDATEPOURS EXCEEDING 12 IN. IN HEIGHT BY MECHANICAL VIBRATION, AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTERINITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. CONSOLIDATION AND RECONSOLIDATION ARE NORMALLYACHIEVED WITH A MECHANICAL VIBRATOR. A LOW VELOCITY VIBRATOR WITH A 3/4 IN. HEAD IS USED.6.ANCHOR AND MACHINE BOLTS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE BOLTS SHALL BE INSTALLED PERTURN-OF-NUT INSTALLATION METHOD, REQUIRED TURNS FOR PRE-TENSIONING FROM SNUG-TIGHT, U.N.O. IN THIS PLAN SETOR BY ANCHOR BOLT OR FASTENER MANUFACTURER. SCREWS AND MACHINE BOLT CALLOUTS ARE MINIMUM SIZE SIZEALLOWED, ACTUAL SIZE MAY VARY. HOLLOW STRUCTURAL SECTION (HSS) SHALL BE ASTM A500 GRADE B, Fy = 46 ksi.WIDE FLANGE BEAMS SHALL BE ASTM A992, Fy = 50 ksi. STEEL PLATES & SHAPES SHALL BE ASTM A36, Fy = 36 ksi.CONCRETE REINFORCING STEEL (REBAR): 60 ksi. (GRADE 60). WOOD FRAMING SHALL BE #2 & BETTER DOUGLAS FIR,UNO.GLU-LAM BEAMS SHALL BE GRADE 24F-V4.7.QUESTIONS CONCERNING MATERIALS OR CONSTRUCTION CONTACT ROMTEC TECHNICAL ASSISTANCE AT:541-496-35418.ROMTEC SCOPE SUPPLY AND DESIGN SUBMITTAL (SSDS) IDENTIFY SPECIFIC MODEL, MANUFACTURER & BRAND OFALL PLUMBING AND ELECTRICAL FIXTURES AND ACCESSORIES. REFER TO THE SSDS FOR SPECIFIC LIST OF ITEMSSUPPLIED BY ROMTEC, ANY ITEMS NOT LISTED IN THE SSDS IS ASSUMED SUPPLIED BY THE INSTALLER.9.THE OWNER / CONTRACTOR MAY EXERCISE DISCRETION IN SELECTING THE FINAL LOCATION FOR NON-DIMENSIONEDACCESSORIES AND FIXTURES (E.G., LIGHTS, COMFORT HEATERS, ETC.)

GENERAL NOTES
ELEVATION VIEW1A2.1

VENT NUMBER ORWINDOW NUMBER - SEEAPPLICABLE SCHEDULEDOOR NUMBER - SEEAPPLICABLE SCHEDULE

WOOD FILLER WALL - SEEAPPLICABLE SCHEDULE

INTERIOR ELEVATIONREFERENCE
1S10.1DETAILNAME
ABANCHOR BOLTACTADULT CHANGING TABLEAFFABOVE FINISHED FLOORATSAUTOMATIC TRANSFER SWITCHBNBOUNDARY NAILBOTBOTTOMBPBREAKER PANELCJCONTROL JOINTCLCENTER LINECOCLEAN OUTCMUCONCRETE MASONRY UNITdbNOMINAL BAR DIAMETERDDDIAPER DECKDIADIAMETERDISCDISCONNECTEMELECTRIC METERENEND NAILEWEACH WAYFAFREE AIRFDFLOOR DRAINFFFINISHED FLOORFGFINISHED GRADEFNFIELD NAILFRPFIBERGLASS REINFORCED PANELGBGRAB BARGLBGLUE LAMINATED BEAMHBHOSE BIBBHDHAND DRYERHMHOLLOW METAL (DOOR)HSSHOLLOW STRUCTURAL SECTIONSHTRHEATERHYPHYPOTENUSEI.S.INSTALLER SUPPLIEDKSIKIPS PER SQUARE INCHLSTRUCTURAL STEEL ANGLELAVLAVATORYLFLIGHT FIXTUREMBPMAIN BREAKER PANELMDMAIN DISCONNECTMINMINIMUMMIRMIRROR MOMASONRY OPENINGMRMETAL ROOFINGMSMILD STEELNDNAPKIN DISPOSALNTSNOT TO SCALEOCON CENTEROCEWON CENTER EACH WAYOSBORIENTED STRAND BOARDPPHOTO EYEPCCPORTLAND CEMENT COMPANYPENPANEL EDGE NAILINGPLPLATEPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPTPRESSURE TREATEDPTDPAPER TOWEL DISPENSERPVPHOTO VOLTAICR4SROUGH FOUR SIDESREQDREQUIREDROROUGH OPENINGS4SSURFACED FOUR SIDESSCHSCHEDULESDSOAP DISPENSERSIPSTRUCTURAL INSULATED PANELSJSAW JOINTSMSHEET METALSNSHEAR NAILINGSSSTAINLESS STEELTBDTO BE DETERMINEDT&BTOP & BOTTOMT&GTONGUE & GROOVETLTTOILETTPTOILET PAPER DISPENSERTSTIMER SWITCHTSCDTOILET SEAT COVER DISPENSERTYPTYPICALUNOUNLESS NOTED OTHERWISEVBVAPOR BARRIERVTRVENT THROUGH ROOFWHWATER HEATERWWMWOVEN WIRE MESHW/WITH P1PLUMBING SCHEDULEP2PLUMBING PLAN
A4b
A1bA1cA2b
A6A6.1CONCESSION WINDOW SCHEDULE & DETAILS
S8.4STRUCTURAL CMU DETAILSS8bS8dS10a
A1.2ADA CLEARANCESA1.3ADA RESTROOM FIXTURE DETAILSA1.4INTERIOR ELEVATIONS VIEWS A4.2WALL FINISH DETAILSA4c
MM1MECHANICAL PLAN
S10.5ROOF CONNECTION DETAILSS10.6ROOF CONNECTION DETAILSS10.7ROOF CONNECTION DETAILSS10bS10.4ROOF CONNECTION DETAILS 211/01/2024CRUPDATING PER COMMENT LOG
PER CITY’S FIRE MARSHAL: “AS LONG AS THE BUILDINGS ARE LESSTHAN 5K SQUARE FEET, THEY WON’T NEED FIRE SPRINKLERS. IF THECONCESSION STAND WILL HAVE ANY COMMERCIAL COOKINGEQUIPMENT, IT WILL NEED TO BE UNDER A HOOD WITH ANENGINEERED FIRE SUPPRESSION SYSTEM IN THE HOOD AND DUCT.”NOTE: NO KITCHEN EQUIPMENT REQUIRING A TYPE 1 HOOD WILL BEUSED IN THE BUILDING.

EbE5TITLE 24 DOCUMENTSEcE6TITLE 24 DOCUMENTS
303/06/2025CRUPDATING PER COMMENTS
Ed
S10.8SKYLIGHT DETAILS
E7TITLE 24 DOCUMENTSEe
403/28/25CRG0,S7.1
403/28/2025CRUPDATING PER GEOTECH COMMENTS
G3

DESIGN CRITERIACODE SUMMARY
G3DESIGN CRITERIA AND CODE SUMMARY
P3PLUMBING PLAN509/09/25NPG2, G3, A1.1, P2, P3, P4
509/09/2025NPUPDATING PER COMMENT LOG
P4PLUMBING PLANPb
09/10/2025
CIP4609 DWG546-1A
Sheet 264 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE O' O5 II.
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ISS: 1.004 Passive Solar □
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S 00 ELECTRIC VEHICLE (EV) CHARGING APPLICABLE: • YES • NO &%C 0) &%C 0)

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CLIMATE ACTION PLAN (CAP) COMPLIANCE
The following summarizes project compliance with the applicable Climate Action Plan ordinances of the Carlsbad Municipal Code and California Green Building Standards Code (CALGreen), current version. The following certificate shall be included on the plans for all building permits that are required to comply with the CAP measures:

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EXCEPTION 3 [SLAB]
Complies with CMC sections:

18.20.030 and/or 18.30.050?
Alternative Source:

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1635 Faraday Avenue
760-602-2719
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or 18.21.050
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Energy Score:_____________
Efficiency Measures included in scope:

Title 24 Energy Calcs.

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VMP01
CR
JOB CREATED: 9/9/2025 - LAST SAVED BY: nSittman ON 9/9/2025 - LAST PRINTED: 9/9/2025 - LOCATION: ??data1?data?Engineering RI?Plan Sets?VMP01-Veterans Memorial ParN, CA?VMP01-Veterans Memorial ParN, CA -North-A- CU-250328.dwg FLOOR PLAN 1
FLOOR PLAN- BLDG. A
SCALE: 1/4" = 1'-0"
A
B
C
D
A1.1

FLOOR PLAN

WALL TYPE SCHEDULE
8" REINFORCED CONCRETE

MASONRY BLOCK WALL WITH

MORTAR JOINTS, GROUTED SOLID
ALL CELLS RUNNING BOND PATTERN.
8" WOOD FRAMED WALL
DD
HB-1HB-1 HB-1
HB-1 HB-1 HB-1 HB-1

RECESSED

TP/TSCD/ND
HB-2
HB-1
S-1
I.T. ROOM
S-3
FSMECH

STORAGE
WC-1

ALL GENDER

ALL GENDER
ADA

ALL GENDER
WC-1
LV-1
HD

ALL GENDER
WC-1

CONCESSION

STAINLESS STEEL COUNTER
GB42
GB18
GB36
AC-1/1

FRIDGE FREEZER

MICROWAVE
SD
8131
LOUVER2
LOUVER3
LOUVER4
LOUVER
1110
5 LOUVER
6 LOUVER
7 LOUVER
12 9
LOUVER
3" VTR
FD-1
FD-1
FD-2
GB42
GB18
GB36
LV-1
HD
SD
FD-2 FD-2
LV-1
HD
SD
LV-2
SD
3" VTR
LV-2
FD-2
FD-2
LV-1
HD
FD-2
WC-1
3" VTRBP
WC-1
LV-1
HD
SDSD WC-1
GB42
GB18
GB36
LV-1
HD
SD
FD-2
WC-1
GB42
GB18
GB36
LV-1
HD
SD
FD-2

PLANTER
FD-2
3" VTR 3" VTR
3" VTR

DISPOSAL

RECESSED

TP/TSCD/ND
ADA

ALL GENDER FAMILY

RESTROOM

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND
ADA

ALL GENDER FAMILY

RESTROOM
ADA

ALL GENDER FAMILY

RESTROOM

RECESSED

TP/TSCD/ND
OFFICE

RECESSED

TP/TSCD/ND
DDDD
AC-1/1
9'-11 5/8"
20'-8"
11'-4" 11'-4"9'-4"
30'-0"56'-0"
25'-8"
14'-8 3/8"
D
B2b
6'-8"
27'-4"
6'-8 3/8"7'-4"
10'-0"6'-8"
M.O.

B
A2a
A
A2a
C
A2a
1 A3.1
3'-4"
M.O.
6'-0"4'-8"6'-8"
M.O.
4'-8"3'-4"
M.O.
5'-4"3'-4"
M.O.
6'-0"3'-4"
M.O.
3'-4"3'-4"
M.O.
2'-8"
3'-4"
M.O.
4'-8"3'-4"3'-4"
M.O.
4'-8"3'-4"
M.O.
2'-8"
3'-4"
M.O.
8'-8"8'-8"
1'-3 5/8" 3'-4"
M.O.
4'-8" 3'-4"
M.O.
12'-8"
4'-8"6'-0"
6'-0"
PEAK
EAVE
1 NOTE:

MOUNTING HEIGHTS & LOCATIONS FOR

ADA FIXTURES/ACCESSORIES ARE
DIMENSIONED ON A1.2, A1.3 & A1.4 SHEETS
74"
22 3/8"
STEEL I-BEAM W10X45 COLUMN, TYP. (2)
CEDAR BENCH, TYP.

STEEL I-BEAM W10X45 COLUMN, TYP. (2)

CURVED GLULAM EXTENSION
BEAM, TYP. (2)
6'-8" X 4'-0" SS ROLL-UP DOOR

WITH SS COUNTER & SELF-CLOSING

SCREEN CONCESSION WINDOW

APPROACH TO CONCESSION

COUNTER SHALL COMPLY WITH

ACCESSIBLE WALKING SURFACE
REQUIREMENTS PER CBC 11B-403
AND 11B-904.1
AIR-1
16'-0 3/8"
10'-8 3/8"
9'-4 3/4"
10'-8 3/8"26'-0 3/4"
R6'-0"
7'-4 3/8"
13'-4 3/4"
4'-8" 32'-0 3/4"
8'-8 3/8"
6'-8 3/4"
6'-0 3/4"8'-0 3/8"
6'-8 3/8" 6'-0 3/4" 8'-8 3/8" 8'-8 3/8"
6'-8 3/4"
T

EXTERIOR LIGHT

SENSOR/CONTROL

CONCESSION COUNTER SHALL

INCLUDE SECTION THAT IS MINIMUM
36" WIDE AND MAXIMUM 34"

HEIGHT ABOVE FINISH FLOOR PER
CBC 11B-904.4.
13'-8 1/2" ±
COUNTERTOP 32 5/16" A.F.F.
5'-4" ±
COUNTERTOP 32 5/16" A.F.F.
3 03/06/2025 CR UPDATING PER COMMENTS

OCCUPANT LOAD

SPACEFUNCTION OF SPACE PER
IBC TABLE 1004.1.1

MAXIUMUM FLOOR AREA

ALLOWANCES PER

OCCUPANT PER IBC
TABLE 1004.1.1

SPACE AREAPROPOSED

OCCUPANTS
OFFICEBUSINESS AREAS150 GROSS92 FT²1

OCCUPANT
I.T. ROOMBUSINESS AREAS150 GROSS90 FT²1

OCCUPANT

ALL GENDER SINGLE
USER RESTROOMEXERCISE ROOMS50 GROSS41 FT²1

OCCUPANT

ALL GENDER SINGLE
USER RESTROOMEXERCISE ROOMS50 GROSS41 FT²1

OCCUPANT

ALL GENDER SINGLE
USER RESTROOMEXERCISE ROOMS50 GROSS45 FT²1

OCCUPANT

ADA ALL GENDER

SINGLE USER

RESTROOM
EXERCISE ROOMS50 GROSS54 FT²1

OCCUPANTS

ADA ALL GENDER

FAMILY SINGLE USER

RESTROOM
EXERCISE ROOMS50 GROSS59 FT²1

OCCUPANTS

ADA ALL GENDER

FAMILY SINGLE USER

RESTROOM
EXERCISE ROOMS50 GROSS59 FT²1

OCCUPANTS

ADA ALL GENDER

FAMILY SINGLE USER

RESTROOM
EXERCISE ROOMS50 GROSS59 FT²1

OCCUPANTS
MECH ROOMSTORAGE & MECH ROOM300 GROSS150 FT²2

OCCUPANTS
STORAGESTORAGE & MECH ROOM300 GROSS172 FT²2

OCCUPANTS
CONCESSIONKITCHENS, COMMERICAL200 GROSS273 FT²6

OCCUPANTS
5 09/09/2025 NP UPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 265 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE AN
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVES. THESE FLANS ANP DRAWINGS MAT NOT BE REPRODUCED, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAT BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

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WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
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ADA CLEARANCES
A
B
C
D 1

ADA RESTROOM FIXTURE CLEAR FLOOR AREA
SCALE: 1/4" = 1'-0"
D
B2b
B
A2a
A
A2a
C
A2a
1 A3.1
1 A1.4
2 A1.4
60"x60"
48"x48"
12"
MIN
60"x60"
48"x48"
12"
MIN
60"x60"
48"x48"
12"
MIN
60"x60"
48"x48"
12"
MIN
30"x36"
30"x48"
30"x48"
60"x56"
60"x56" 60"x56"
60"x60"
48"x48"
12"
MIN
60"x60"
48"x48"
12"
MIN
30"x48"
30"x48"
30"x48"
60"x60"
48"x48"
12"
MIN
60"x56"
30"x48"
30"x48"
A1.2

ADA CLEARANCES
60"x60"
48"x48"
12"
MIN
2 11/01/2024 CR UPDATING PER COMMENT LOG
DD
HB-1HB-1 HB-1
HB-1 HB-1 HB-1 HB-1

RECESSED

TP/TSCD/ND
HB-2
HB-1
S-1
I.T. ROOM
S-3
FSMECH

STORAGE
WC-1

ALL GENDER

ALL GENDER
ADA

ALL GENDER
WC-1
LV-1
HD

ALL GENDER
WC-1

CONCESSION

STAINLESS STEEL COUNTER
GB42
GB18
GB36
AC-1/1

FRIDGE FREEZER

PLANTER
FD-2
3" VTR 3" VTR
3" VTR

DISPOSAL

RECESSED

TP/TSCD/ND
ADA

ALL GENDER FAMILY

RESTROOM

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND
ADA

ALL GENDER FAMILY

RESTROOM
ADA

ALL GENDER FAMILY

RESTROOM

RECESSED

TP/TSCD/ND
OFFICE

RECESSED

TP/TSCD/ND
DDDD
AC-1/1

FRONT APPROACH

PARALLEL

APPROACH

PARALLEL

APPROACH
6'-8" X 4'-0" SS ROLL-UP DOOR

WITH SS COUNTER & SELF-CLOSING

SCREEN CONCESSION WINDOW

APPROACH TO CONCESSION

COUNTER SHALL COMPLY WITH

ACCESSIBLE WALKING SURFACE
REQUIREMENTS PER CBC 11B-403
AND 11B-904.1

CONCESSION COUNTER SHALL

INCLUDE SECTION THAT IS MINIMUM
36" WIDE AND MAXIMUM 34"

HEIGHT ABOVE FINISH FLOOR PER
CBC 11B-904.4.
13'-8 1/2" ±
COUNTERTOP 32 5/16" A.F.F.
5'-4" ±
COUNTERTOP 32 5/16" A.F.F.
30"x48"

PARALLEL

APPROACH
30"x48"

PARALLEL

APPROACH
3 03/06/2025 CR UPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 266 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE T
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WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
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9/9/2025 - LAST SAVED BY: npittman ON 9/9/2025 - LAST PRINTED: 9/9/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP01-Veterans Memorial Park, CA\VMP01-Veterans Memorial Park, CA -North-A- CU-250328.dwg

INTERIOR ELEVATIONS
ADA FIXTURE DETAILSA. THE ACCESSIBLE SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34” ABOVEFINISH FLOOR. KNEE CLEARANCE THAT IS AT LEAST27” HIGH, 30” SIDE AND 19” UNDERNEATH THE SINKSHALL BE PROVIDED. HOT WATER AND DRAINSHALL BE INSULATED OR OTHERWISE CONFIGUREDSO AS TO PROTECT AGAINST CONTACT. THERESHALL BE NO SHARP OR ABRASIVE SURFACESUNDER THE SINK. SECTION 11B- 606.B. FAUCET CONTROLS AND OPERATINGMECHANISMS SHALL BE OPERABLE WITH ONE HANDAND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING OF THE WRIST. LEVEROPERATED, PUSH-TYPE AND ELECTRONICALLYCONTROLLED MECHANISMS ARE ACCEPTABLE.SELF-CLOSING VALVES ARE ALLOWED IF THEFAUCET REMAINS OPEN FOR AT LEAST 10SECONDS. SECTION 11B-606.4.1 1/4" TO 1 1/2"NOMINAL DIAMETER1 1/2"WALLFASTEN TO CMUWALL W/ (2) 5/16"ØX 1 3/4" CONCRETEANCHORS INSTALLED GRAB BARS MUSTMEET 250# MINIMUM LOAD &GRAB BARS SHALL NOT ROTATEWITHIN THEIR FITTINGS PER CODE.

GRAB BAR SECTIONSCALE: 1 1/2" = 1'-0"2
SIGN FASTENERS: WOOD/FIBER CEMENT/STEEL(4) #10 3/4" PHILLIPS ROUND HEAD SCREW.

A1.4
INTERIOR ELEVATIONS A1.3

ADA RESTROOMFIXTURE DETAILS
GB18GB42
36"GB366"
18"8'-8"
EXHAUST DUCTREGISTER, TYP.

HD
LV-1
SD
OS8'-4"
ALL ROOF FRAMING MEMBERS,SILL PLATE, BRACKETS,HOLDDOWNS, CLIPS &FASTENERS WILL BE VISIBLE1X2 CEDAR TRIM TO COVEREDGE OF P.T. SILL PLATE LV-1GB42GB18GB36
36"40"
40"REARWALL12"1 1/2"MIN
18"
6 1ADA RESTROOM INTERIOR ELEVATION VIEWSSCALE: 1/4" = 1'-0" WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS,URINALS AND WATER CLOSETS SHALL HAVE SMOOTH, HARD,NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4FEET ABOVE THE FLOOR OR PER LOCAL CODE.FOR EXTERIOR/INTERIOR FINISH SCHEDULE REFER TO SHEET A4.1

VIEW AVIEW DVIEW CVIEW B
NOTE: INSTALLER TO CUTLEGS TO ACQUIRE SHOWNFINISHED HEIGHT 34" AFFTO RIM
S-3
211/01/2024CRUPDATING PER COMMENT LOG
RECESSEDTP/TSCD/NDRECESSEDTP/TSCD/ND WC-1WC-1

LAVATORY(SINK) SOAPDISPENSER
40" MAX
BOTTOM OFREFLECTIVESURFACE18x36
MIR
40" MAX.TO BUTTON
SDLV-19"MIN6"MAX
27" MIN
34" MAX(RIM)13"8"MIN
29" MINCLEAR
22"17" MIN25" MAX16"11" MIN
GB4236"40"
40"REARWALLGB18GB3612"1 1/2"MINGB18GB42
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6"
18"TOILET GRAB BARS
40" MAX

HANDDRYERHD
NOTE:RESTROOM ACCESSORIES ARETO BE SUPPIED BY THE CITY.

ELEVATIONS
43 1/2" F.F.

RECESSEDTP DISPENSER, SEATCOVER DISPENSER &NAPKIN DISPOSAL 20 5/8"FROM BACK WALL
33 1/4" CL OFGRAB BAR

RECESSEDTP/TSCD/ND
17" - 19"TO SEATWC-1WC-1WC-1
30"
36 3/4"34 3/4"M.O.21"
19"M.O.RECESSEDDIAPER DECK
29 3/4"24" MIN.TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THEWALL WITHIN 7 TO 9 INCHES OF THE FRONT EDGE OFTHE TOILET SEAT, AT A MINIMUM HEIGHT OF 19 INCHES.DISPENSERS THAT CONTROL DELIVERY OR DO NOTPERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED.CBC 11B-604.7 7 13/16"7" - 9"FROM FRONT OFWATER CLOSET

ALL GENDERRESTROOM
6"
NOTE:ALL GENDER SANITARY FACILITIESSIGN SHALL BE IDENTIFIED BY ACIRCLE, 1/4” THICK AND 12” INCHES INDIAMETER WITH 1/4" THICK TRIANGLESUPERIMPOSED ON THE CIRCLE ANDWITHIN THE 12" DIAMETERSIGNS WITH RAISED CHARACTERS &BRAILLE SHALL BE LOCATED 48"MINIMUM ABOVE THE FINISHEDFLOOR OR GROUNDSURFACE,MEASURED FROM THEBASELINE OF THE LOWEST LINE OFBRAILLE AND 60 INCHES MAXIMUMABOVE THE FINISHED FLOOR ORGROUND SURFACE, MEASURED FROMTHE BASELINE OF THE HIGHEST LINEOF RAISED CHARACTERS.@KK FDMCDQ

RESTROOMNOTE 'A'NOTE 'B'
NOTES:

A)CHARACTERS ON SIGNS SHALL BERAISED 1/32“ INCH MINIMUM AND SHALLBE 'SANS SERIF' UPPERCASECHARACTERS ACCOMPANIED BY GRADE IIBRAILLE (WHERE REQUIRED). RAISEDCHARACTERS SHALL BE A MINIMUM OF5/8” INCH AND A MAXIMUM OF 2” INCHESHEIGHT.B)CONTRACTED GRADE II BRAILLESHALL BE USED WHENEVER BRAILLE ISREQUIRED. DOTS SHALL BE 1/10”TH INCHON CENTERS IN EACH CELL WITH A 2/10THINCH SPACE BETWEEN CELLS, MEASUREDFROM THE SECOND COLUMN OF DOTS INTHE FIRST CELL TO THE FIRST COLUMNOF DOTS IN THE SECOND CELL. DOTSSHALL BE A RAISED A MINIMUM OF 1/40TH(0.025) INCH ABOVE THE BACKGROUND. 3/8" MIN.

ADA SIGNS DETAILSCALE: 1 1/2" = 1'-0"
6"

NOTE 'A'NOTE 'B'
3/8" MIN.
3 29 3/4"24" MIN.7 13/16"7" - 9"FROM FRONT OFWATER CLOSET 54" MIN.12"MIN.24"MIN.
54" MIN. 12"MIN.24"MIN.
303/06/2025CRUPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 267 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE —
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9/9/2025 - LAST SAVED BY: npittman ON 9/9/2025 - LAST PRINTED: 9/9/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP01-Veterans Memorial Park, CA\VMP01-Veterans Memorial Park, CA -North-A- CU-250328.dwg

EXTERIOR ELEVATIONS
A2.1

EXERTIOR ELEVATIONS
FG
AELEVATION VIEW- BLDG. ASCALE: 1/4" = 1'-0"
BELEVATION VIEW- BLDG. ASCALE: 1/4" = 1'-0"
0" 20'-8"
56'-0"25'-8"
~17'-0 15/16"
AC-1

ALL GENDERRESTROOMALL GENDERRESTROOMALL GENDERRESTROOMALL GENDERRESTROOM 6'-8"
19"
13 8" FGFG
19"
~10'-11 15/16"
FG
STONE VENEER SIDING OVER8" X 16" CMU CONCRETE BLOCKWALL FULLY REINFORCEDRUNNING BOND PATTERN HARDIE ARCHITECTURAL PANEL OVER8" X 16" CMU CONCRETE BLOCK WALLFULLY REINFORCED RUNNING BONDPATTERN24" O.H.

STEEL I-BEAM W10X45 COLUMN, TYP. (2)CURVED GLULAM EXTENSIONBEAM, TYP. (2) LF-1 LF-1
EXTERIOR DOWNLIGHTSMOUNTED IN SOFFIT, TYP.(27)
LF-1LF-1LF-1LF-1LF-1LF-1
24" X24" SKYLIGHT, TYP. (8)
LF-1LF-1LF-1
FG SLOPE 2%
SLOPE 2%
STONE VENEER SIDING OVER8" X 16" CMU CONCRETE BLOCKWALL FULLY REINFORCEDRUNNING BOND PATTERN HARDIE ARCHITECTURAL PANEL OVER8" X 16" CMU CONCRETE BLOCK WALLFULLY REINFORCED RUNNING BONDPATTERN HB-1

PEEP HOLE
211/01/2024CRUPDATING PER COMMENT LOG
~15'-9 3/4"
STAND N' SEAM METAL ROOFING"ALL ROOFING SHALL HAVECLASS A FIRE CLASSIFICATION."

ALL GENDERRESTROOMALL GENDERRESTROOM
303/06/2025CRUPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 268 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Y
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EXTERIOR ELEVATIONS
A2.2

EXTERIOR ELEVATIONS
CELEVATION VIEW- BLDG. ASCALE: 1/4" = 1'-0"
DELEVATION VIEW- BLDG. ASCALE: 1/4" = 1'-0"
27'-4"14'-8 3/8"
56'-0" 25'-8"42'-0"16'-8"
~17'-0 15/16"
19"

ALL GENDERRESTROOM
~10'-11 15/16"
VERTICAL HARDIE SHIPLAP (9' EXPOSURE)SIDING OVER 8" X 16" CMU CONCRETEBLOCK WALL FULLY REINFORCED RUNNINGBOND PATTERNSTONE SIDING OVER 8" X 16" CMU CONCRETEBLOCK FREE STANDING/RETAINING WALL FULLYREINFORCED RUNNING BOND PATTERN, WITHCEDAR BENCH; OWNER TO VERIFY DIMENSIONS HARDIE ARCHITECTURAL PANEL OVER8" X 16" CMU CONCRETE BLOCK WALLFULLY REINFORCED RUNNING BONDPATTERN STONE SIDING OVER 8" X 16" CMU CONCRETEBLOCK WALL FULLY REINFORCED RUNNINGBOND PATTERN FGFG
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24" O.H.

FG
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STONE VENEER SIDING OVER8" X 16" CMU CONCRETE BLOCK WALL FULLYREINFORCED RUNNING BOND PATTERN HARDIE ARCHITECTURAL PANEL OVER 8" X16" CMU CONCRETE BLOCK WALL FULLYREINFORCED RUNNING BOND PATTERN STEEL I-BEAM W10X45 COLUMN, TYP. (2)CURVED GLULAM EXTENSIONBEAM, TYP. (2) STEEL I-BEAM W10X45 COLUMN, TYP. (2)
6'-8" X 4'-0" SS ROLL-UP DOOR WITH SSCOUNTER & SELF-CLOSING CONCESSIONWINDOWAPPROACH TO CONCESSION COUNTER SHALLCOMPLY WITH ACCESSIBLE WALKING SURFACEREQUIREMENTS PER CBC 11B-403 AND11B-904.1 LF-1LF-1
EXTERIOR DOWNLIGHTSMOUNTED IN SOFFIT, TYP.(27)
LF-1 LF-1LF-1
11 LF-1LF-1

ALL GENDERRESTROOMALL GENDERRESTROOM
FGSLOPE 2%
AC-1 LF-1 LF-1 LF-1
26'-8" GLULAM
19" PEEP HOLE

PHOTOCELL UNDERROOF OVERHANG
PCL
211/01/2024CRUPDATING PER COMMENT LOG
~15'-9 3/4"

ALL GENDERRESTROOM
303/06/2025CRUPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 269 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 7 A
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SECTION VIEWS
A3.1

SECTION VIEWS
FG
14'-8" CMU
SLOPE 2%CONCESSION10'-8 3/8"OFFICE10'-8 3/8"I.T. ROOM7'-4 3/8"8'-8 3/8"ALLGENDER6'-0 3/4"ADA ALL GENDER8'-0 3/8" 1S7.2FOUNDATION DETAIL56'-0"
14'-4 1/2" COLUMN HEIGHT
24" X24" SKYLIGHT, TYP. (8)
121
8'-0 1/2"
7'-9"
6'-8 3/8" 1S10.5PEAK CONNECTION1S10.2EAVE CONNECTION10'-0" CMU9'-11 3/16" CMU @ GABLE END 1SECTION VIEW- NORTH BLDG. "A"SCALE: 1/4" = 1'-0"
25'-8"1S7.3THICKENED SLAB @ WALL4S7.3COLUMN FOOTING DETAIL 1S10.6GLULAMCONNECTION
12'-4" CMU
INSULATED (BATTR-38) CEILING INOFFICE & I.T. ROOM,TYP.
8'-6 1/2"

ADA ALLGENDER
87'-11 11/16"
29'-10" GLULAM
31'-2 15/16" RAFTER
26'-8 5/8" RAFTER
8'-8 1/2"
13'-8 15/16" CMU
12'-11 5/16" CMU
12'-4 1/16" CMU
11'-5 7/8" CMU
10'-10 1/16" CMU 8" X 16" CMU CONCRETE BLOCKWALL FULLY REINFORCEDRUNNING BOND PATTERN 14'-6 1/2" CMU @ GABLE END
09/10/2025
CIP4609 DWG546-1A
Sheet 270 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 4Y
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VMP01CR
JOB CREATED:
9/9/2025 - LAST SAVED BY: npittman ON 9/9/2025 - LAST PRINTED: 9/9/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP01-Veterans Memorial Park, CA\VMP01-Veterans Memorial Park, CA -North-A- CU-250328.dwg

INTERIOR WALL FINISH PLAN
A4.1

WALL FINISH SCHEDULE
ABCD 1WALL FINISH PLANSCALE: 1/4" = 1'-0"
123
DD
HB-1HB-1 HB-1
HB-1HB-1HB-1 HB-1

RECESSEDTP/TSCD/ND
HB-2
HB-1
S-1
I.T. ROOM
S-3FSMECH STORAGE
WC-1

ALL GENDER

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WC-1LV-1HD

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WC-1

CONCESSIONSTAINLESS STEEL COUNTER
GB42GB18
GB36
AC-1/1

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GB36LV-1HDSD FD-2

PLANTER
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3" VTR3" VTR
3" VTR

DISPOSAL

RECESSEDTP/TSCD/NDADAALL GENDER FAMILYRESTROOM

RECESSEDTP/TSCD/NDRECESSEDTP/TSCD/NDRECESSEDTP/TSCD/ND

ADAALL GENDER FAMILYRESTROOMADAALL GENDER FAMILYRESTROOMRECESSEDTP/TSCD/ND OFFICE

RECESSEDTP/TSCD/ND
DDDD
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211/01/2024CRUPDATING PER COMMENT LOG
74"22 3/8"
CEDAR BENCH, TYP.REFER TO DETAIL 2/A4.4
09/10/2025
CIP4609 DWG546-1A
Sheet 271 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE I
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE FLANS ANP DRAWINGS MAT NOT BE REPRODUCED, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAT BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

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WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

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WALL FINISH DETAILS
A4.4

SIDING DETAILS

CONCESSION ROOM
HB-1SILICON AT EDGES OF THELOCK BOX
INSTALL (2) 6" x 8" x 2"TRIMSTONE W/ 6 5/8" x 5 3/4"ROUGH OPENING (CENTERED ONBOTH TRIMSTONES)WALL HYDRANT LOCK BOX

GROUT AROUNDTRIMSTONE
6 5/8"
R.O.

INSTALL (2) 6" x 8" x 2"
TRIMSTONE W/ 6 5/8" x 5 3/4"ROUGH OPENING (CENTERED ONBOTH TRIMSTONES) WALL HYDRANT LOCK BOXHB-1
1WALL HYDRANT STONE DETAILSCALE: 1 1/2" = 1'-0"
A4.2
SIDING DETAILSA4.3

SIDING DETAILS
2" EXTERIOR WALL FURRING DETAILSCALE: 1/4" = 1'-0"
2A4.21x4 PT FURRING STRIPSVERTICAL @ 16" o.c. HORZ.TOP & BOTTOM FASTEN W/1/4" x 3" GALV. SPLITANCHOR BOLTS @ 16"OC MAX.SMOOTH FACE REINFORCEDCMU WALL. INSTALLER TO SEALCMU PER FINISH SCHEDULE ONSHEET A4.1 BEFOREINSTALLING FURRING STRIPS. 1 FIBER CEMENTVERTICAL SHIPLAPSIDING1x4 PTFURRING
15# BLDG.PAPEROVER7/16" OSBSHEATHING EXTERIOR FINISH CEMENT FIBER SHIPLAP SIDING1x4 FURRING STRIPS - ANCHORED TO CMU WALL W/ 1/4" x 3" GALV. SPLIT ANCHOR BOLTS @ 16"oc MAX.7/16" OSB SHEATHING - ATTACH W/ 1" STAPLES INTO FURRING STRIPS @ 12"oc MAX. COVER W/ 15# PAPERFIBER CEMENT VERTICAL SHIPLAP SIDING (9" EXPOSURE)- BLIND NAILING METHOD - ATTACH W/ 1" ROOFING NAIL(1" FROM FLAT EDGE) @ 24"oc W/ MAX. 2" FROM END.5/4x4 FIBER CEMENT TRIM - ATTACH WITH 2" GALV. 1 1/2" MIN.1 1/2" MIN.INTEGRAL OUTSIDECORNER - OC20 FASTENTO SHEATHING W/ #6 X 11/4" BUGLE SQ. DRIVE SS.SCREW @ 16" O.C. 2CMU CORNER FINISH DETAILSCALE: 3" = 1'-0"
1VERTICAL TRANSITION DETAILSCALE: 1 1/2" = 1'-0"APPLY FOAM BACKER RODAPPROX 1/4" BEAD OF SEALANT NOTE: INTERIOR &EXTERIOR SIDING,SEE SHEET A4.2
J-CHANNEL - T2 FASTEN TOSHEATHING W/ #6 X 1 1/4" BUGLESQ. DRIVE SS. SCREW @ 16" O.C.1x4 PT FURRING15# BLDG. PAPER OVER7/16" OSB SHEATHINGFIBER CEMENT ARCHITECTURALPANEL SIDING2 VERTICAL TRANSITION DETAILSCALE: 1 1/2" = 1'-0"
NOTE: INTERIOR &EXTERIOR SIDING,SEE SHEET A4.2
VERTICAL OFFSET - V41 FASTEN TOSHEATHING W/ #6 X 1 1/4" BUGLE SQ.DRIVE SS. SCREW @ 16" O.C.1x4 PT FURRING15# BLDG. PAPER OVER7/16" OSB SHEATHINGFIBER CEMENTARCHITECTURAL PANEL SIDINGEXTERIOR FINISH CEMENT FIBER ARCHITECTURAL PANELS SIDING1x4 FURRING STRIPS - ANCHORED TO CMU WALL W/ 1/4" x 3" GALV. SPLIT ANCHOR BOLTS @ 16"oc MAX.7/16" OSB SHEATHING - ATTACH W/ 1" STAPLES INTO FURRING STRIPS @ 12"oc MAX. COVER W/ 15# PAPERFIBER CEMENT ARCHITECTURAL PANEL SIDING (GROOVERUNS HORIZONTIALLY) - FACE NAIL USING COUNTERSINK& FILL METHOD - ATTACH W/ 16 GAUGE, 1 1/2" LONGSTAINLESS STEEL FINISH NAIL (3/8" FROM FLAT EDGE) @4"oc @ PANEL EDGES & AT EACH FURRING STRIP (16"O.C.) W/ MAX. 2" FROM END.5/4x4 FIBER CEMENT TRIM - ATTACH WITH 2" GALV.3HORIZONTAL TRANSITION DETAILSCALE: 1 1/2" = 1'-0" NOTE: INTERIOR &EXTERIOR SIDING,SEE SHEET A4.2PANEL FLASHING - H11 FASTEN TOSHEATHING W/ #6 X 1 1/4" BUGLESQ. DRIVE SS. SCREW @ 16" O.C.1x4 PT FURRING 15# BLDG. PAPER OVER7/16" OSB SHEATHINGFIBER CEMENT ARCHITECTURALPANEL SIDING

FLASHING TAPE
211/01/2024CRUPDATING PER COMMENT LOG
74"
BENCH DETAILSCALE: 1" = 1'-0"
73 7/8" BENCH
73 7/8" BENCH
CMU BLOCK WALLREBAR PER SCHEDULE 1/S8.2

SIDE VIEW
CMU BLOCK WALLREBAR PER SCHEDULE 1/S8.2

STONE VENEER
EMBED CEDAR BENCH W/ WETSET STEELFRAME ROMTEC Z6-VMP01, TYP. (1)

TOP VIEW
74"
EMBED CEDAR BENCH W/ WETSET STEELFRAME ROMTEC Z6-VMP01, TYP. (1) 2 09/10/2025
CIP4609 DWG546-1A
Sheet 272 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE I
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE FLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. @ 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. ©
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DOOR SCHEDULE & DETAILS
A5.1
DOOR SCHEDULEA5.2

DOOR DETAILS
CONC SLAB & REBARAS PER SLAB PLANDEPRESSED STEMWALL@ DOORWAYSTEMWALL REBARAS PER SLAB PLAN #5 X 12" DOWELS @ 12" O.C.(AT DOOR LOCATIONS)(DRILL & DOWEL)EQEQ @ CONC EDGEHM DOOR W/ CHANNEL FILLER @ BOTSLOPE 1/4":12" 1:2 SLOPE

DOOR SWEEP
THRESHOLD DETAILSCALE: 3" = 1'-0"3a
4ASTRAGAL DETAILSCALE: HALF

SCREW ASTRAGAL TO INACTIVE DOOR LEAFDOOR EDGEASTRAGAL
A5.3
ROLL-UP DOORSCHEDULEA5.4

ROLL-UP DOORDETAILS
DOOR HARDWARE SCHEDULE (QTYS PER DOOR)GROUPDO-1GROUPDO-2GROUPDO-3GROUPDO-4GROUPDO-533336EACH HINGE 4.5" x 4.5" S.S. (NRP)11111DOOR CLOSER, (USE THRU BOLT ANCHORING OPTION)1----SCHLAGE B500 SERIES - DEADBOLT W/ OCCUPANCYINDICATOR -SATIN FINISH - (THUMBTURN - INSIDE) - FINISH SATINCHROMIUM PLATED (626) - 6 PIN KEYWAY TO BE INSTALLEDBY THE CITY1----LEVER LOCKSET,SCHLAGE ALX SERIES - CLASSROOM - (KEY - OUTSIDE /ALWAYS OPEN - INSIDE) - LEVER RHODES (RHO) - FINISHSATIN CHROME (626) - 6 PIN KEYWAY TO BE INSTALLED BYTHE CITY-1111LEVER LOCKSET,SCHLAGE ND SERIES ND70PD - GRADE 1 - CLASSROOM -(KEY - OUTSIDE / ALWAYS OPEN - INSIDE) - LEVER RHODES(RHO) - FINISH SATIN CHROME (626) - 6 PIN KEYWAY TO BEINSTALLED BY THE CITY11111LATCH GUARD - HAGER1----EACH POWER DOOR LOCK- ELECTROMAGNETIC LOCK W/DELAYED ACTION SWITCH, SHARED TIMER11112SWEEP1-1--18"X18" LOUVER VENT-1---PEEP HOLE----1FULL HEIGHT ASTRAGAL----2FLUSH BOLTS66666WIRE DOOR CLIPS SWING OUTLEFT HANDRIGHT HANDD0~(REVERSE)INTERIOR
136"x84"x1 3/4"SL18F161ALL DOOR ~POWDERCOATEDNODOORSIZE (WxHxT)SWING - DOOR / FRAMEFRAMEHARD-WAREREMARKSDOOR SCHEDULEGROUP SWING OUTLEFT HANDRIGHT HANDD0~(REVERSE)INTERIORRH
1372"x84"x1 3/4"SL18F165DOUBLE DOOR
SWING OUTLEFT HANDRIGHT HANDD0~(REVERSE)INTERIOR
236"x84"x1 3/4"SL18F161ALL DOOR ~POWDERCOATEDSWING OUTLEFT HANDRIGHT HANDD0~(REVERSE)INTERIOR 336"x84"x1 3/4"SL18F161ALL DOOR ~POWDERCOATEDSWING OUTLEFT HANDRIGHT HANDD0~(REVERSE)INTERIOR 436"x84"x1 3/4"SL18F161ALL DOOR ~POWDERCOATEDSWING OUTRIGHT HANDLEFT HANDD0~

INTERIOR
(REVERSE)536"x84"x1 3/4"SL18F161ALL DOOR ~POWDERCOATEDSWING OUTRIGHT HANDLEFT HANDD0~

INTERIOR
(REVERSE)636"x84"x1 3/4"SL18F161ALL DOOR ~POWDERCOATEDSWING OUTRIGHT HANDLEFT HANDD0~

INTERIOR
(REVERSE)736"x84"x1 3/4"SL18F161ALL DOOR ~POWDERCOATEDSWING OUTLEFT HANDRIGHT HANDD0~(REVERSE)INTERIOR 836"x84"x1 3/4"SL18F162ALL DOOR ~POWDERCOATEDSWING OUTRIGHT HANDLEFT HANDD0~

INTERIOR
(REVERSE)936"x84"x1 3/4"SL18F163ALL DOOR ~POWDERCOATEDSWING OUTRIGHT HANDLEFT HANDD0~

INTERIOR
(REVERSE)1036"x84"x1 3/4"SL18F164ALL DOOR ~POWDERCOATEDSWING OUTRIGHT HANDLEFT HANDD0~

INTERIOR
(REVERSE)1136"x84"x1 3/4"SL18F162ALL DOOR ~POWDERCOATEDSWING OUTLEFT HANDRIGHT HANDD0~(REVERSE)INTERIOR 1236"x84"x1 3/4"SL18F164ALL DOOR ~POWDERCOATED

HM DOOR W/ CHANNEL
FILLER @ BOT

CONC SLAB & REBARAS PER SLAB PLAN
SLAB SLOPE 1/4":12" AWAY FROM BUILDINGAS PER SLAB PLAN
THRESHOLD DETAILSCALE: 3" = 1'-0"3b

BOND BEAM EASIDE OF DOOR
HEADER
JAMB

DOOR HEADER
JAMB
24" MINEA SIDE
(2) #4 REBAR PERDETAIL 2/S8.3 SIMILARACTIVEINACTIVE

VIEW FROM OUTSIDE OF BUILDING
2A5.24A5.21A5.2
(2) #4 REBAR IN BONDBEAM ABOVE DOORPER DETAIL 1/S8.2BOND BEAM EASIDE OF DOOR 3A5.244"THRESHOLDDOOR CLIP, TYP
ADDITIONAL #5 REBAR X 11'-0" IN DOORHEADER, EXTEND 24" MIN EACH SIDE

BOND BEAM EASIDE OF DOOR
HEADER
JAMB

THRESHOLDDOOR CLIP, TYP
24" MINEA SIDE
REBAR @ JAMBSAS PER DTL 2/S8.3
ADDITIONAL (1) HORIZONTAL8'-0" #5 REBAR EXTEND 24"BEYOND DOOR (BOTH SIDES)REBAR IN BOND BEAMAS PER DETAIL 1/S8.2 SHOWN EXTERIOR VIEW:RIGHT HAND REVERSE BEVEL DOOR(SWING OUT) LEFT HAND FRAME 16"32"32"
FF 3/4" SPACE
1A5.22A5.2
3A5.2
36"8"44"
SCALE: 1/4' = 1'-0"DOOR DETAILS1bFOR ADDITIONAL SIDING& WALL FINISH DETAILSREFER TO SHEET A4.2 7 3/4" x 4"
7'-4"1/4"
1 15/16"
REBAR IN BOND BEAMAS PER DETAIL 1/S8.2EXTEND FULL WALL LENGTH STEEL DOORGROUT SOLIDADDITIONAL (1) 8'-0" #5 REBAREXTEND 24" BEYOND DOOR(WRAP CORNER IF REQUIRED) 1HEADER DETAILSSCALE: 3" = 1'-0"
SEE SHEETA4.1 FORFINISHSEE SHEETA4.1 FORFINISH
CAULK

GROUT SOLID
1/4"1 15/16"DOOR CLIP; LOCATEIN MORTAR JOINTNOTE A.SINGLE DOOR 2" JAMBDOUBLE DOOR 4" JAMB2JAMB DETAILSCALE: 3" = 1'-0" 1/2"-3/4" THICK BED OF
TYPE S GRAY MORTAR,APPLIED DIRECTLYOVER CLEAN, UNPAINTEDCMU BLOCKS.

INSTALL STONE VENEERPER MANUFACTURERDIRECTION
STONE VENEER WHEN A SIGN IS REQUIRED:STONE VENEER TOSURROUND A CONCRETE ORSTONE BACKING FOR SIGN,ATTACH 10" o.c. FROMDOOR OPENING, TYP.

INSTALL STONE VENEERPER MANUFACTURERDIRECTION
1/2"-3/4" THICK BED OFTYPE S GRAY MORTAR,APPLIED DIRECTLY OVER CLEAN,UNPAINTED CMU BLOCKS. 3/8"± MORTAR JOINTSSTONE VENEER
SIDING TRIM FLASHINGROMTEC FT-000-5049
7 3/4" x 4"
7'-4"1/4"
1 15/16"
REBAR IN BOND BEAMAS PER DETAIL 1/S8.2EXTEND FULL WALL LENGTH STEEL DOORGROUT SOLIDADDITIONAL (1) 8'-0" #5 REBAREXTEND 24" BEYOND DOOR(WRAP CORNER IF REQUIRED) 1HEADER DETAILSSCALE: 3" = 1'-0"
SEE SHEETA4.1 FORFINISHSEE SHEETA4.1 FORFINISH
CAULK

GROUT SOLID
1/4"1 15/16"DOOR CLIP; LOCATEIN MORTAR JOINTNOTE A.SINGLE DOOR 2" JAMBDOUBLE DOOR 4" JAMB2JAMB DETAILSCALE: 3" = 1'-0" 15# BLDG. PAPER
FIBER CEMENT ARTISANSHIPLAP (9" EXPOSURE)INSTALLED VERTICALLY 7/16" OSB SHEATHING
SMOOTH FIBER CEMENT5/4 X 4 TRIM1" X 4" P.T. FURRING
WHEN A SIGN IS REQUIRED:

SEE DETAIL 2B FOR SIGNBACKING BOARD 10" o.c.FROM DOOR OPENINGFLASHING FT-000-5103 15# BLDG. PAPERFIBER CEMENT ARTISANSHIPLAP (9" EXPOSURE)INSTALLED VERTICALLY7/16" OSB SHEATHING SMOOTH FIBER CEMENT5/4 X 4 TRIM1" X 4" P.T. FURRINGMIN. 1/4" GAP 211/01/2024CRUPDATING PER COMMENT LOG
NOTE: THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS, WITH SUCH PULLOR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTERPLANE OF SLIDING OR FOLDING DOORS. WHEN FIRE DOORS ARE UTILIZED, THE MAXIMUM EFFORTTO OPERATE THE DOOR MAY BE INCREASED TO NOT EXCEED 15 POUNDS. SECTION 11B-404.2.9.DOOR HARDWARE TO BE OPERABLE WITH ONE HAND AND TO NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING, PER CBC 11B-404.2.7 AND 11B-309.4.DOOR OPENING HARDWARE IS MOUNTED 34" TO 44" ABOVE THE FINISH FLOOR PER CBC11B-404.2.7 303/06/2025CRUPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 273 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE

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@ 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, APAPTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

DOOR
FACE
@ 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE PLANS ANP DRAWINGS MAY NOT BE REPRODUCED, APAPTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE PLANS ANP DRAWINGS MAY NOT BE REPROPUCEP, APAPTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE PLANS ANP DRAWINGS MAY NOT BE REPROPUCEP, APAPTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAY BE CONSTRUCTEP FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

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CONCESSION WINDOW SCHEDULE & DETAILS
A6.1

CONCESSION WINDOW SCHEDULE
211/01/2024CRUPDATING PER COMMENT LOG
80X48ROLL-UP(KEY LOCK)ALUMINUM EX60 SLAT8#8 ~ 1 1/2" SCREW(1) FT-000-5084 SHEET METAL TRIM80X30STAINLESS COUNTERCB-000-101581/2" X 4 1/2" ANCHORSSUPPORT FRAME/POWDERCOAT BLACK80X48SERVICE WINDOWOPENS RIGHT & LEFT4TAPCON 1/4"Ø x 3 1/4"1DETAILS/MATERIALITEM#QUANTITY / FASTENERS / NOTESSIZE

ROLL-UP CURTAIN
80"MO
6'-8"32"48" MO
#4 REBAREXTEND REBARFULL WALL, UNO
(2) #4 REBAREXTEND REBAR24" EACH SIDEPAST OPENING
#3 REBAR STIRRUPSSHALL BE ALTERNATED@ 16" o.c.

REBAR PERPLAN S8.1
8'-0" OR 8'-8"
32"48" MO80" MO

SERVICE WINDOW
1 REBAR PER PLAN(COURSE 12 OR 13)
2 23"47 3/4"79 3/4"
85 1/8"RAILS2 9/16"
7"
16" OPENAREA TYP.12 3/4" OPENAREA TYP.
17" MIN.
8" MIN.KNEECLEAR
17 7/8"
30 1/4"
6" MAXTOE CLEAROUTSIDEINSIDE
2 SEE A4 SHEETS FORWALL FINISH DETAILS
REBAR PER PLAN(COURSE 12 OR 13)#3 REBAR DOUBLEHOOKED STIRRUPSAT 8" OC(2) #4 REBAR CONT CONCESSION COUNTERSEE SCHEDULE ABOVE16GA STAINLESS STEEL COUNTERSET OVER THE STEEL FRAMEINSTALL FROM END. APPLYSEALANT AT END GAPS #8 SCREW AT 12" OC, (2) ATTOP & BOTTOMSHEETMETAL TRIM AT TOP OFOPENING ROMTEC FT-000-5084INSTALLER TO SUPPLY & INSTALLBUCK TO HOLD CMU & GROUT 1/2"Ø X 4 1/2" EXPANSIONANCHOR BOLTS, TYP.(4)HARDIE PANEL SIDINGOVER SMOOTH-FACECMU BLOCK 1CONCESSION DETAILSCALE: 3/4" = 1'-0"

SERVICE WINDOW
(2) VERT #4 REBARPER DETAIL 1/S8.4TYP HORIZ REBAR PEREND WALL DETAIL 3/S8.4 FASTEN RAIL GUIDE W/ 1 1/2"SCREWS @ 16" O.C., PERMANUFACTURERS INSTRUCTIONS1/4"2 5/16"SCALE: 1 1/2" = 1'-0"CONCESSION DETAIL1 2 SEE A4 SHEETSFOR SIDING DETAILSSLIDING SCREEN,
TYP.(2)
CONCESSION COUNTER SHALLINCLUDE SECTION THAT ISMINIMUM 36" WIDE AND MAXIMUM34" HEIGHT ABOVE FINISHFLOOR PER CBC 11B-904.4. 303/06/2025CRUPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 274 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 0 1
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11NV
1 I
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32 5/16'
34" MAX
30 1/16'
20" MIN.
27" MIN.
q" MIN.
3s 10008028628266688 128882222882448
5E E 200000000000117722
6‘-8" NTS T
&'-O“ OR 8‘-8‘
COURSE 12 OR 13
SHEET TITLE:

BYREV DATE DESCRIPTIONPROJECT:

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PAGE TITLE: A
J33N0
ROMTEC #223-010
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

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FOUNDATION PLAN & DETAILS
S7.1

FOUNDATION PLAN

RECYCLERECYCLE ALL USED SHIPPINGMATERIALS AND LEFT OVERBUILDING MATERIALS ABCD 1FOUNDATION PLANSCALE: 1/4" = 1'-0"
14'-8 3/8"
9'-4"
20'-8"
11'-4"11'-4"9'-4"56'-0" 25'-8"
6'-8"27'-4"
6'-8 3/8"7'-11 5/8"
21'-4"
3'-4"M.O.6'-0"4'-8"6'-8"M.O.4'-8"3'-4"M.O.5'-4"3'-4"M.O.6'-0"3'-4"M.O.2'-8"3'-4"M.O.2'-8" 3'-4"M.O.4'-8"3'-4"M.O.3'-4"M.O.2'-8"
3'-4"M.O.8'-8"8'-8"
1'-3 5/8"3'-4"M.O.4'-8"3'-4"M.O.12'-8"
6'-0"
6'-0"
18'-0"3'-4"M.O.6'-0" 16'-8"
8'-8"7'-4"9'-4"8'-0"
8'-0"4'-8"8'-0"
1'-4"
5'-4"
6'-8"
30'-0"
12'-4 9/16"12'-0"
6'-2 15/16"11'-4 13/16"
1'-9"
3"
3 13/16"3'-4"4'-8"
FD-1 FD-1
FD-2FD-2 FD-2
FD-2
FD-2
FD-2 FD-2 FD-2FD-2
FS10'-8"
R6'-0"
1'-9 9/16"
2'-4 15/16"
1'-11 9/16"12'-7 15/16"
3aA5.2THRESHOLDDETAIL, TYP.
6" RECESSED STEM WALL@ THRESHOLD, TYP.
1A3.1
24"TYP1S7.3THICKENED SLAB @INTERIOR WALL, TYP.
1S7.2FOUNDATIONDETAIL, TYP.24"TYP
5S7.3COLUMN FOOTINGDETAIL, TYP.30"
SLOPE
3bA5.2THRESHOLDDETAIL, TYP.
18'-8"
FOOTING 2'-6" X 18'-8",TYP.
4S7.3COLUMN FOOTINGDETAIL, TYP.
30" SQ.2S7.3EDGE OF CONCRETEWALKWAY, TYP.
12"TYP
211/01/2024CRUPDATING PER COMMENT LOG
6" CONC SLAB W/ #4REBAR @ 16" OC EW OVER36" ENGINEERED FILL FOUNDATION NOTES:1.FINISH FLOOR SLOPE IS 2% (1/4" PER FT) MAX & 1% (1/8" PER FT) MIN2.VERIFY SIDEWALKS W/ OWNER3.PROVIDE BLOCK-OUTS FOR PLUMBING, MECHANICAL, & ELECTRICAL ASREQD. CO-ORDINATE W/ SUBS.4.REBAR MIN. BEND SHALL BE NOT LESS THAN 6db INSIDE DIA. AS PER TMSTMS 402-16 SECTION 6.1.8.2.5.SAW JOINTS BY CONTRACTOR. SLAB APPEARANCE IS A PRIORITY.LOCATE JOINTS AT 10' O.C. MAX. SEE 3/S7.3.6.MAXIMUM SLOPE OF EXCAVATION MAY BE LIMITED BY LOCAL SOILCONDITIONS. INCREASE DEPTH OF FORMED CONCRETE AS REQD.7.CONCRETE SLAB BENEATH FLOOR MOUNTED FIXTURES ARE TO BEGROUTED LEVEL AND SMOOTH.8.UNDER FOOTINGS: MINIMUM 36" STRUCTURAL FILL COMPACTED TO 90%ASTM D 1557 TO MEET OR EXCEED ALLOWABLE BEAR PRESSURE ONSHEET G2.9.UNDER SLAB: STRUCTURAL FILL EXTENDING TO A DEPTH OF AT LEAST 3FEET BELOW FINISHED PAD GRADE, COMPACTED TO 90% ASTM D 1557TO MEET OR EXCEED ALLOWABLE BEAR PRESSURE ON SHEET G2. 303/06/2025CRUPDATING PER COMMENTS403/28/2025CRUPDATING PER GEOTECH COMMENTS 09/10/2025
CIP4609 DWG546-1A
Sheet 275 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE C
. 6-30-2027★ ★
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THE CONTRACTOR SHALL READ AND FOLLOW ALL

RECOMMENDATIONS IN THE GEOTECHNICAL REPORT

PREPARED BY SOUTHERN CALIFORNIA GEOTECHNICAL,
REPORT # 19G109—2, DATED AUGUST 7, 2020
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FOUNDATION PLAN & DETAILS
S7.2
FOUNDATION DETAILSS7.3

FOUNDATION DETAILS
TOOL JOINT AT SLAB1/2" x 3/8"W & FILLW/ SELF LEVELINGPOLYURETHANE SEALANT30# FELT BONDBREAKER, HOLDDOWN 1/2" FROMTOP OF SLAB REBAR PER DETAIL 1/S8.2
EXTERIOR SLABSLOPE AWAY 1/4":1'-0"SEE DETAIL 3/A5.2 FORSLAB THRESH HOLD DETAILS FINISH GRADESEE NOTE #4 SHEET G1WALL-SLAB CONNECTION - STEMSCALE: 3" = 1'-0" REBAR IN FOOTINGAS PER SHEET S7.1
REBAR PER DETAIL 1/S8.2ALTERNATE HOOKS INTO SLABAPPROX. 3/8" LEVELINGMORTAR BED 2 FOOTING @ CMU WALL PLANTER
2 1/2" W10X45 COLUMN1" NON-SHRINK LEVELING GROUT
30"
6" CONC SLAB
STEEL COLUMN FACTORY WELDEDTO BASE PLATE (5/8"x 11" x 9" MSBASE PLATE) W/ (4) 3/4"Ø x 15"THREADED ROD, (3) NUTS,LOCKING WASHER & LEVELING NUTIN THE GROUT) TOOL JOINT AT SLAB 1/2" x
3/8"W & FILL W/ SELF LEVELINGPOLYURETHANE SEALANT30# FELT BOND BREAKER,HOLD DOWN 1/2" FROMTOP OF SLAB #4 STIRRUPS @ 8" OC
12" SQ. PEDESTAL
(3) #5 BARS E.W.

CONTROL JOINT, TYP
(6) #4VERTICALDOWELS
3"

CMU PLANTER WALL (IN FRONT OF COLUMN) STONE VENEER
FILL COMPACTED ASNOTED ON SHEET S7.1COLUMN FOOTING DETAILSCALE: 1" = 1'-0"4 COLUMN FOOTING DETAILSCALE: 1" = 1'-0"
2 1/2" W10X45 COLUMN1" NON-SHRINK LEVELING GROUT
30"
6" CONC SLAB
STEEL COLUMN FACTORY WELDEDTO BASE PLATE (5/8"x 11" x 9" MSBASE PLATE) W/ (4) 3/4"Ø x 15"THREADED ROD, (3) NUTS,LOCKING WASHER & LEVELING NUTIN THE GROUT) TOOL JOINT AT SLAB 1/2" x
3/8"W & FILL W/ SELF LEVELINGPOLYURETHANE SEALANT30# FELT BOND BREAKER,HOLD DOWN 1/2" FROMTOP OF SLAB #4 STIRRUPS @ 8" OC
12" SQ. PEDESTAL
(4) #5 BOTTOM BARS

CONTROL JOINT, TYP
(8) #5VERTICALDOWELS
3"
#5 @ 14" O.C.
(3) #5 TOP BARS
FOOTING @ ROOF EXTENSION ELEV. DFILL COMPACTED ASNOTED ON SHEET S7.15 SCALE: 1" = 1'-0"
EDGE OF CONC. WALKWAY
12"
(2) #4 REBAR CONTFINISH GRADE5" CONC. SLAB W/ 6 X 6 -W2.9 X W2.9 WWM OR #4 REBAR@ 16" OC EW CONTRACTORSOPTION, SLOPE AWAYFROM BLDG. @ 1/4" : 12" UNO COMPACTED FILLNATIVE SOIL2
211/01/2024CRUPDATING PER COMMENT LOG
MAKE SAWCUT 1 1/2" DEEP WITHIN 24
HRS OF POUR "DO NOT CUT BARS".FILL W/ EXPANDING JOINT COMPOUND.MAXIMUM JOINT SPACING = 10'-0". ATINSTALLER'S OPTION, CONTROL JOINTMAY BE TOOLED DURING CONCRETEFINISHING.

COMPACTED FILLSCALE: 1" = 1'-0"SAWCUT JOINT3
(3) #5 CONTINUED
SCALE: N.T.S.

CMU BLOCK
MONOLITHIC SLAB OPTIONCONCRETE STEM WALL FOOTING OPTION8" 1 24"

FOUNDATION DETAIL

COMPACTED FILL
12" MIN
SIM
2S7.224"
(3) #5 REBAR CONT.

REBAR PER
CMU BLOCKREBAR PER DETAIL 1/S8.2
(3) #5 CONTINUEDCMU STEM WALL OPTION12"24"

CMU BLOCK

REBAR PER

COMPACTED FILL
#5 HORZ REBAR
@ T&B & 16" OCREBAR PER DETAIL1/S8.2 ALTERNATEHOOKS INTOFOOTING LAP PERWALL SCHEDULE #5 HORIZ REBAR@ T&B IN BONDBEAM @ 16" OCREBAR PER DETAIL1/S8.2 ALTERNATEHOOKS INTOFOOTING LAP PERWALL SCHEDULE 6" CONC SLAB W/ #4 REBAR @16" OC EW OVER ENGINEEREDFILL EXTENDING TO A DEPTH OFAT LEAST 3 FEET BELOW FINISHEDPAD GRADE 6" CONC SLAB W/ #4 REBAR @16" OC EW OVER ENGINEEREDFILL EXTENDING TO A DEPTHOF AT LEAST 3 FEET BELOWFINISHED PAD GRADE 6" CONC SLAB W/ #4REBAR @ 16" OC EWOVER ENGINEERED FILLEXTENDING TO A DEPTHOF AT LEAST 3 FEETBELOW FINISHED PADGRADE DETAIL 1/S8.2
BLOCK FOR STEM WALL SUPPLIED BY INSTALLERREBAR PER DETAIL1/S8.2 ALTERNATEHOOKS INTOFOOTING LAP PERWALL SCHEDULE DETAIL 1/S8.2
6 MIL VAPORBARRIER6 MIL VAPORBARRIER
6 MIL VAPORBARRIER
#5 x 12"DOWEL@ 12" O.C.(DRILL &DOWEL)EQEQEQEQEQEQ
(2)- #5 CONTINUOUS
REBAR @ TOP OFSTEMWALL(2)- #5 CONTINUOUSREBAR @ TOP OFSTEMWALL 303/06/2025CRUPDATING PER COMMENTS
24"

CMU BLOCK WALL
REBAR PER DETAIL 1/S8.2ALTERNATE HOOKS INTO SLABTO MATCH VERTICAL REBAR.LAP PER WALL SCHEDULE(3) #5 OR (4) #4REBAR CONTINUOUS FILL COMPACTED ASNOTED ON SHEET S7.1
APPROX. 3/8" LEVELINGMORTAR BED
SCALE: 1" = 1'-0"THICKENED SLAB AT WALL
6" CONC SLAB W/ #4 REBAR @ 16" OCEW OVER ENGINEERED FILLEXTENDING TO A DEPTH OF AT LEAST3 FEET BELOW FINISHED PAD GRADE REBAR PER DETAIL 4/S8.2CENTERED IN WALL
6 MIL VAPORBARRIER
1 09/10/2025
CIP4609 DWG546-1A
Sheet 276 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 24'
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ROMTEC #223-010
3" MIN.

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© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. 3" MIN.

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STRUCTURAL PLAN & DETAILS
S8.1

STRUCTURAL CMU PLAN
ABCD 1STRUCTURAL CMU PLANSCALE: 1/4" = 1'-0"
"FINAL"ROMTEC SCOPE OF SUPPLY ANDDESIGN SUBMITTALTHE CMU BLOCK LAYOUT SHALL BE PERTHE BLOCK LAYOUT PLANS IN THE:

WALL TYPE SCHEDULE8" REINFORCED CONCRETEMASONRY BLOCK WALL WITHMORTAR JOINTS, GROUTED SOLIDALL CELLS RUNNING BOND PATTERN.

DS8.6BS8.5
AS8.5
CS8.6
1A3.1
4S8.38" TO 8" CMUINTERSECTION,TYP.
2S8.38" CMUWALL END,TYP.
1S8.38" CMUCORNER,TYP.
1S8.4BENCH WALL CAP, TYP.
211/01/2024CRUPDATING PER COMMENT LOG
09/10/2025
CIP4609 DWG546-1A
Sheet 277 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE I
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STRUCTURAL PLAN & DETAILS
S8.2
STRUCTURALCMU DETAILSS8.3

STRUCTURALCMU DETAILS
REBAR#4#5MIN. LAP24"30"CMU REBAR SCHEDULEBEND DIAMETER3" MIN.3-3/4" MIN.CMU REBAR NOTES:- BENDS: MIN. INSIDE BEND DIAMETERSHALL BE NOT LESS THAN 6d AS PER TMS602-13/ACI 530.1-13/ASCE 6-13 TABLE 1.16.6- SPLICES: LAP SPLICES ARE PERMITTEDAS PER TMS 602-13/ACI 530.1-13/ASCE 6-13SECTION 2.1.7.3PIPES INSTALLED THROUGH CMU WALL NOTES:- SUPPLY: THE FIXTURE SUPPLY LINE SHOULDBE BORED A 1/2" LARGER THAN REQUIREDLINE SIZE AND THE PORTION OF PIPE LOCATEDIN CMU WALL SHALL BE WRAPPED WITH 10MILBLACK TAPE- WASTE PIPE: THE FIXTURE WASTE LINESHOULD BE BORED A 1/2" LARGER THANREQUIRED LINE SIZE.

CMU INTERSECTION DETAILSCALE: 1" = 1'-0"
TYPICALHORIZONTALREBAR PERDETAIL 1/S8.2
8" TO 8" MORTAR JOINT
TYPICAL HORIZONTAL REBARPER DETAIL 1/S8.2 WITHALTERNATING 90° BENDTYPICAL VERTICAL REBARPER DETAIL 1/S8.2SPLICE LAP W/ 90° BEND4 8" CMU REBAR PLACEMENTSCALE: 1" = 1'-0"8" SMOOTH 2009 IBCNOTE: REBAR INSTALLED AS PER ACI 530-11INSIDE OF WALLOUTSIDE OF WALLREBAR PLACEMENT FOR: -ABOVE & BELOW MAJOROPENINGS (>2'-0" WIDE)-TOP COURSE OF CMU WALL 1 3/4"
3 3/4"
1 3/4"

HORIZONTAL
(2) # REBARVERTICAL# REBAR
3 CMU CORNER DETAILSCALE: 1" = 1'-0"MORTAR JOINT
TYPICAL HORIZONTAL REBARPER DETAIL 1/S8.2WITH ALTERNATING 90° BENDTYPICAL (2) VERTICAL REBARPER DETAIL 1/S8.2TYPICAL HORIZONTAL REBARPER DETAIL 1/S8.2SPLICE LAP WITH 90° BEND 8" CMU BLOCK WALL
24" - 30" OVERLAP
1 CMU CORNERWALL DETAIL
1CMU REBAR LAYOUT DETAILSCALE: 1/2" = 1'-0"
VERTICAL # REBAR @ "ocHORIZONTAL # REBAR @ "oc# REBAR EACH SIDE OFOPENINGS(1) ADDITIONAL 8'-0" # REBAR EXTEND24" BEYOND DOOR OPENINGS(2) # REBAR @ TOP COURSE NOTE: HORIZONTAL REBAR TO GOAROUND VERTICAL REINFORCEMENTWITH STANDARD BEND AT ALL CORNERS,AND HORZ REBAR TO BEND UP OR DOWNAND LAP VERTICAL REBAR AT ALL OPENINGLOCATIONS AS PER DETAILS ON S8.3F.F. 2S8.33S8.31S8.3CMU ENDWALL DETAIL
TYP. REBARPLACEMENT DETAIL
1st COURSEHORIZONTALREBAR BEND UPNOT SHOWN: (2) # REBAR ABOVE &BELOW MAJOR OPENINGS EXTEND24" BEYOND OPENINGS (>2'-0" WIDEEXCEPT DOOR OPENINGS) (2) VERTICAL #REBAR CONT
TYPICAL HORIZONTAL REBARWITH 90° BEND DOWNPER DETAIL 1/S8.2

CUT NOTCH IN BLOCKAS NEEDED FOR REBAREMBEDMENT
CMU WALL END DETAILSCALE: 1" = 1'-0"MORTAR JOINT2
S8.4

STRUCTURALCMU DETAILS
STONE VENEER SHALL BEINSTALLED PERMANUFACTURER DIRECTION1/2"-3/4" THICK BED OFTYPE S GRAY MORTAR,APPLIED DIRECTLYOVER CLEAN, UNPAINTEDCMU BLOCKS.

BENCH WALL STONE VENEER CAP DETAILSCALE: 3" = 1'-0"
CMU BLOCK WALLEXTERIOR15 5/8"EXTERIOR3/8"± MORTAR JOINT

STONE VENEER CORNERS
1 211/01/2024CRUPDATING PER COMMENT LOG
09/10/2025
CIP4609 DWG546-1A
Sheet 278 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE (l
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II
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PAGE TITLE: A
J33N0
ROMTEC #223-010
© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. 5/8"
MIN.
@ 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

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CMU WALL ELEVATIONS
S8.5

STRUCTURALCMU WALL ELEVATIONS
8 1 2 3 4
FG
AELEVATION VIEW- BLDG. ASCALE: 1/4" = 1'-0"
BCMU ELEVATION VIEW- BLDG. ASCALE: 1/4" = 1'-0"27'-4"20'-8" 56'-0"25'-8"
AC-1
6'-8"
19"
13 HB-1 FGFG
19"
FG
STEEL I-BEAM W10X45 COLUMN, TYP. (2)CURVED GLULAM EXTENSIONBEAM, TYP. (2) FG SLOPE 2%
14'-8" CMU
8" X 16" CMU CONCRETE BLOCKWALL FULLY REINFORCEDRUNNING BOND PATTERN9'-11 3/16" CMU @ GABLE WALL10'-0"1A5.2DOOR HEADER,TYP. 2A5.2DOOR JAMB,TYP.2S8.3CMU ENDDETAIL, TYP.
14'-6 7/16" CMU @ GABLE WALL
12345678910111213141516171819202122
8"
9'-11 3/16" CMU @ GABLE WALL10'-0"
8" X 16" CMU CONCRETE BLOCKWALL FULLY REINFORCEDRUNNING BOND PATTERN 123456789101112131415
91A5.2DOOR HEADER,TYP.
2A5.2DOOR JAMB,TYP.2S8.3CMU ENDDETAIL, TYP.
12'-4" CMU
12345678910111213141516171819
09/10/2025
CIP4609 DWG546-1A
Sheet 279 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Y /
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PAGE TITLE: AROMTEC #223-010
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@ 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE FLANS ANP DRAWINGS MAY NOT BE REPRODUCED, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INO. © 2025 ROMTEO, INO. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAY BE CONSTRUCTED FROM THESE FLANS.

WITHOUT THE WRITTEN PERMISSION OF ROMTEO, INO.
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STRUCTURALCMU WALL ELEVATIONS
12/08/2022
VMP01CR
JOB CREATED:
9/9/2025 - LAST SAVED BY: npittman ON 9/9/2025 - LAST PRINTED: 9/9/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP01-Veterans Memorial Park, CA\VMP01-Veterans Memorial Park, CA -North-A- CU-250328.dwg

CMU WALL ELEVATIONS
7 5 6 10
CCMU ELEVATION VIEW- BLDG. ASCALE: 1/4" = 1'-0"
DCMU ELEVATION VIEW- BLDG. ASCALE: 1/4" = 1'-0"
25'-8"
~17'-0 15/16"
FGFG
FG
8" X 16" CMU CONCRETE BLOCK WALL FULLYREINFORCED RUNNING BOND PATTERN STEEL I-BEAM W10X45 COLUMN, TYP. (2)CURVED GLULAM EXTENSIONBEAM, TYP. (2) 11 FGSLOPE 2%
AC-1
14'-8" CMU14'-6 1/2" CMU @ GABLE WALL
1234567891011121314151617181920212214'-8" CMU
1234567891011121314151617181920212214'-6 1/2" CMU @ GABLE WALL 3S8.3CMU REBARPLACEMENT, TYP.
1S8.38" CMUCORNER,TYP.
27'-4"
32"
14'-1 7/16" HEIGHT @ CURVE
14'-8" HEIGHT @ CURVE
1A6.1CONCESSION WINDOW DETAIL, TYP.
1S8.38" CMUCORNER,TYP.
3S8.3CMU REBARPLACEMENT, TYP.
9'-11 3/16" CMU @ GABLE WALL10'-0"
56'-0"42'-0"
1A5.2DOOR HEADER,TYP.
2A5.2DOOR JAMB,TYP.2S8.3CMU ENDDETAIL, TYP.
12'-4" CMU
09/10/2025
CIP4609 DWG546-1A
Sheet 280 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 7'
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ROMTEC #223-010
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WITHOUT THE WRITTEN PERMISSION OF ROMTEO, INO.
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ROOF FRAMING PLAN
S9.1

ROOF FRAMING PLAN
27'-3 5/16" 31'-2 1/16"
NOTE:1.TWO-INCH (51 MM) DECKING SHALL HAVE A MAXIMUM MOISTURECONTENT OF 15 PERCENT. DECKING SHALL BE MACHINED WITH ASINGLE TONGUE-AND-GROOVE PATTERN. EACH DECKING PIECESHALL BE NAILED TO EACH SUPPORT.2.EACH PIECE OF DECKING SHALL BE TOENAILED AT EACH SUPPORTWITH ONE 16d COMMON NAIL THROUGH THE TONGUE ANDFACE-NAILED WITH ONE 16d COMMON NAIL OR AS NOTEDOTHERWISE.3.CONTROLLED RANDOM PATTERN THERE SHALL BE A MINIMUMDISTANCE OF 24 INCHES (610 MM) BETWEEN END JOINTS INADJACENT COURSES. THE PIECES IN THE FIRST AND SECONDCOURSES SHALL BEAR ON AT LEAST TWO SUPPORTS WITH ENDJOINTS IN THESE TWO COURSES OCCURRING ON ALTERNATESUPPORTS. A MAXIMUM OF SEVEN INTERVENING COURSES SHALLBE PERMITTED BEFORE THIS PATTERN IS REPEATED.

ABCD 1ROOF FRAMING PLANSCALE: 1/4" = 1'-0"
1A3.1
30'-1 11/16"

INSULATEDCEILINGINSULATEDCEILING
2x6 V-EDGE TONGUE & GROOVE DECKING:NAIL DECK BOARD TO GLULAMS & VERSALAMS W/ 16d x 3 1/2" NAILS (2) PER 2x6DECK BOARD.5/8" OSB SHEATHING:ATTACH OSB TO DECKING w/ 16ga 1 1/2"STAPLES @ 4"oc EDGE & 12"oc FIELD GABLE FASCIA - 1 1/2" X 21"GLULAM, TYP. (2)
FASTEN RIM BOARD TOPEAK FASCIA W/ USPJL28IF-TZ_SL05U HANGERUPSIDE DOWN [USING (11) 10dNAILS INTO HEADER & (6) 10dX 11/2" NAILS INTO JOIST] , TYP.FASTEN GABLE FASCIA TOPEAK FASCIA W/ USPJL28IF-TZ _SL05D HANGER[USING (11) 10d NAILS INTOHEADER & (6) 10dX 1 1/2" NAILSINTO JOIST] , TYP.

PEAK1S10.5PEAKCONNECTION
1 1/2" GLULAM BLOCKING FASTENTO RAFTER W/ USP JL210IF-TZ[USING (11)10d X 1 1/2" NAILS INTOHEADER & (6) 10d X 1 1/2" INTO JOIST]@ 48" O.C, TYP. 2X4 BLOCKING NAILED TOBACKSIDE OF EAVE & PEAKTRIM TO FASTEN FIBERCEMENT SHIPLAP SOFFIT, TYP.

FASTEN RIM BOARD TO EAVEFASCIA W/ USP JL28IF-TZ_SL07DHANGER UPSIDE DOWN [USING (11)10d NAILS INTO HEADER & (6) 10dX1 1/2" NAILS INTO JOIST] , TYP.FASTEN GABLE FASCIA TO EAVEFASCIA W/ USP JL28IF-TZ _SL07UHANGER [USING (11) 10d NAILS INTOHEADER & (6) 10dX 1 1/2" NAILS INTOJOIST] , TYP.

FASTEN BLOCKING TO RIMBOARD W/ USP MPA1 [USING (6)8dX 1 1/2" NAILS INTO EACHMEMBER] , TYP.

EAVE31'-4" OVERALL
1S10.1EAVECONNECTION2x6 V-EDGE TONGUE & GROOVEDECKING CENTERED OVER GLULAMRAFTERS,TYP.

VERTICAL HARDIE SHIPLAPSOFFIT FINISH, EXTERIOR ONLY
CURVED GLULAM EXTENSIONBEAM - 6 3/4" X 18" GLULAM,TYP. (2) CURVED GLULAM EXTENSIONBEAM - 6 3/4" X 18" GLULAM,TYP. (1) 1 1/2" GLULAM BLOCKING FASTEN TO
RAFTER W/ USP JL210IF-TZ [USING (11)10dX 1 1/2" NAILS INTO HEADER & (6) 10d X 1 1/2"INTO JOIST] @ 24" O.C, TYP. (FOROFFICE & I.T. ROOM) RIM BOARD - 1 1/2" X 16 1/2"GLULAM, TYP. (2)
1'-10 1/2"OUTLOOKER9'-10 7/8" BLOCKING7'-2 7/8" BLOCKING1'-10 1/2"OUTLOOKER GABLE OUTLOOKERSVERSA-LAM LVL 1.8E 2400 11/2" X 11 7/8" @ 24" O.C.FASTEN TO GABLE FASCIA &GABLE RIM BOARD W/ USPJL210IF-TZ [USING (11)10d X 1 1/2"NAILS INTO HEADER & (2) 10d X 11/2" INTO JOIST] @ 24" O.C, TYP.

EXTENSION PURLINSVERSA-LAM LVL 2.1E 2800 13/4" X 11 7/8" @ 24" O.C.FASTEN TO GABLE FASCIA W/USP HD17112IF [USING (22)10d X 11/2" NAILS INTO HEADER & (6) 10d X1 1/2" INTO JOIST] @ 24" O.C, TYP.

SECURE EXTENSION PURLINS TO
CURVED EXTENSION BEAM W/(2) USP MPA1 [USING (6) 8d X 1 1/2"NAILS INTO HEADER & (3) 8d X 1 1/2"INTO JOIST], TYP. 16'-7 3/8" T&G
12'-7 3/8" T&G20'-0" T&G
20'-0" T&G
20'-0" T&G 20'-0" T&G 15'-1 5/8" T&G
20'-0" T&G 20'-0" T&G 11'-1 5/8" T&G
9'-8 1/4" BLOCKING
GLULAM 1 1/2" X 16 1/2" (16 5/16")
GLULAM 1 1/2" X 12" (11 3/8")
GLULAM 1 1/2" X 10 1/2" (10 1/8")
GLULAM 1 1/2" X 15" (14 1/16")
GLULAM 1 1/2" X 15" (14 1/8")
GLULAM 1 1/2" X 15" (13 5/8")GLULAM 1 1/2" X 13 1/2"
GLULAM 1 1/2" X 13 1/2"
GLULAM 1 1/2" X 13 1/2"
GLULAM 1 1/2" X 13 1/2" (12 1/2")
GLULAM 1 1/2" X 13 1/2" (13 1/4")
GLULAM 1 1/2" X 15" (13 11/16")
GLULAM 1 1/2" X 15" (13 15/16")
GLULAM 1 1/2" X 15" (13 7/8")
GLULAM 1 1/2" X 15" (13 5/8")
GLULAM 1 1/2" X 15" (13 3/4")
GLULAM 1 1/2" X 15" (14")
GLULAM 1 1/2" X 15" (14 1/4")13'-10 7/8" BLOCKING
7'-2 7/8" BLOCKING
GLULAM 1 1/2" X 15" (14 1/2")
GLULAM 1 1/2" X 15" (14 1/2")
GLULAM 1 1/2" X 15" (14 1/2")
GLULAM 1 1/2" X 15" (14 7/16")
GLULAM 1 1/2" X 15" (14 1/4")
31'-1"
GLULAM 1 1/2" X 15" (13 3/4")
GLULAM 1 1/2" X 13 1/2" (13")
GLULAM 1 1/2" X 12"
1S10.6GLULAMCONNECTION,TYP. (2 PLACES)
1S10.7GLULAMCONNECTION,TYP. (1 PLACE)
1S10.4RAFTER/CMUCONNECTION,TYP. (4 PLACES)
1S10.2GABLECONNECTION
GLULAM 1 1/2" X 13 1/2" (13 7/16")
1S10.8SKYLIGHTDETAIL, TYP.
5 1/16"
09/10/2025
CIP4609 DWG546-1A
Sheet 281 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE AN
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BYREV DATE DESCRIPTIONPROJECT:

VETERANS MEMORIAL PARK 5
NORTH BLDG "A
II
ROMTECon CARLSBAD, CALIFORNIA PSE Consulting Engineers, Inc.

PAGE TITLE: . . 4
J33N0
AROMTEC #223-010
>
© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. f
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WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
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info@structure1 .com
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S10.1
ROOF FRAMINGDETAILSS10.2

ROOF FRAMINGDETAILS
12/08/2022
VMP01CR
JOB CREATED:
9/9/2025 - LAST SAVED BY: npittman ON 9/9/2025 - LAST PRINTED: 9/9/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP01-Veterans Memorial Park, CA\VMP01-Veterans Memorial Park, CA -North-A- CU-250328.dwg

ROOF CONNECTION DETAILS
S10.3

ROOF FRAMINGDETAILS
GABLE FASCIA GLULAM1 1/2" X 18" FASTEN TOT&G W/ 10d X 3" NAILS@ 12"OC 1EAVE CONNECTION DETAILSCALE: 1 1/2" = 1'-0"
SECURE RIM BOARD & EAVE/PEAKBLOCKING TO SILL PLATE W/ USPRBC [USING (6)10d X 1 1/2" INTO EACHMEMBER] @ 24" O.C, TYP.

GABLE OUTLOOKERS VERSA-LAM LVL1.8E 2400 1 1/2" X 11 7/8" @ 24" O.C.FASTEN TO GABLE FASCIA & GABLE RIMBOARD W/ USP JL210IF-TZ [USING (11)10d X1 1/2" NAILS INTO HEADER & (2) 10d X 1 1/2"INTO JOIST] @ 24" O.C, TYP. 2X4 SOFFIT BLOCKINGSHIPLAP (9" EXPOSURE) SOFFITFINISH, EXTERIOR ONLY 1 1/2" X 12" GLULAM BLOCKINGFASTEN TO RAFTER W/ USPJL210IF-TZ [USING (11)10d X 1 1/2"NAILS INTO HEADER & (6) 10d X 1 1/2"INTO JOIST] @ 48" O.C, TYP. 1/2" X 10" GALVANIZED
J-BOLT W/ 3" SQ. WASHERAT 24" O.C. TO FASTEN2X8 P.T. SILL PLATE EAVE BLOCKINGGLULAM 1 1/2" X 12"
ROOF SHEATHING, SEE PLAN S9.1FASTEN DECKING TO GLULAM,SEE PLAN S9.1

SECURE RAFTER TO SILL PLATE W/
USP MP34 EACH SIDE [USING (4) 8d X 1 1/2"INTO EACH MEMBER], TYP.

FASTEN GABLE RIM BOARD TO EAVEFASCIA W/ USP JL28IF-TZ_SL07D [USING(11)10d X 1 1/2" NAILS INTO HEADER & (2) 10dX 1 1/2" INTO JOIST], TYP.FASTEN GABLE FASCIA TO EAVE FASCIAW/ USP JL28IF-TZ_SL07U [USING (11)10d X 11/2" NAILS INTO HEADER & (2) 10d X 1 1/2"INTO JOIST], TYP. 1INTERIOR BLOCKING CONNECTIONSCALE: 1 1/2" = 1'-0"SECURE INTERIOR WALL BLOCKING TO SILL PLATE W/ USP RBC [USING(6)10d X 1 1/2" INTO EACH MEMBER] @ 24" O.C, TYP.1/2" X 10" GALVANIZEDJ-BOLT W/ 3" SQ. WASHERAT 24" O.C. TO FASTEN2X8 P.T. SILL PLATE INTERIOR WALL BLOCKINGGLULAM 1 1/2" X 13 1/2"ROOF SHEATHING, SEE PLAN S9.1 FASTEN DECKING TO GLULAM,SEE PLAN S9.1
1 1/2" X 15" GLULAM BLOCKINGFASTEN TO RAFTER W/ USPJL210IF-TZ [USING (11)10d X 1 1/2" NAILSINTO HEADER & (6) 10d X 1 1/2" INTOJOIST] @ 48" O.C, TYP.

CMU WALL WITH 2" OF RIGIDINSULATION, TYP. (@ I.T ROOM)CMU WALL, TYP. (@ RESTROOMON ELEVATION A) S10.4
ROOF FRAMINGDETAILS 1RAFTER/CMU CONNECTION DETAILSCALE: 1 1/2" = 1'-0"

SECURE EXTENSION PURLINS TO
CURVED EXTENSION BEAM W/(2) USP MPA1 [USING (6) 8d X 1 1/2"NAILS INTO HEADER & (3) 8d X 1 1/2"INTO JOIST], TYP.ROOF SHEATHING, SEE PLAN S9.1FASTEN DECKING TO PURLINS,SEE PLAN S9.1

EXTENSION PURLINS
VERSA-LAM LVL 2.1E 2800 13/4" X 11 7/8" @ 24" O.C.FASTEN TO GABLE FASCIA W/USP HD17112IF [USING (22)10d X 11/2" NAILS INTO HEADER & (6) 10d X1 1/2" INTO JOIST] @ 24" O.C, TYP. 1 1/2" X 12" GLULAM BLOCKINGFASTEN TO RAFTER W/ USPJL210IF-TZ [USING (11)10d X 1 1/2"NAILS INTO HEADER & (6) 10d X 1 1/2"INTO JOIST] @ 48" O.C, TYP.

PEAK BLOCKINGGLULAM 1 1/2" X 10 1/2"
SHIPLAP (9" EXPOSURE) SOFFITFINISH, EXTERIOR ONLY
WETSET (2) 5/8"Ø X 10"GALVANIZED J-BOLT FORHOLDDOWN BRACKET ROMTECZ5-VMP01 & SECURE RAFTER WITH(2) 3/4"Ø X 3 1/2" BOLT,(2)WASHERS & NUT, TYP. (2) 1 GABLE CONNECTION DETAILSCALE: 1 1/2" = 1'-0"
SECURE RIM BOARD & EAVE/PEAKBLOCKING TO SILL PLATE W/ USPRBC [USING (6)10d X 1 1/2" INTO EACHMEMBER] @ 24" O.C, TYP.1/2" X 10" GALVANIZEDJ-BOLT W/ 3" SQ. WASHERAT 24" O.C. TO FASTEN2X8 P.T. SILL PLATE SECURE BLOCKING TO SILL PLATE W/USP MPA1 EACH SIDE [USING (6) 8d X 1 1/2"INTO EACH MEMBER], TYP.

GABLE OUTLOOKERS VERSA-LAMLVL 1.8E 2400 1 1/2" X 11 7/8"FASTEN TO GABLE FASCIA & GABLERIM BOARD W/ USP JL210IF-TZ [USING(11)10D X 1 1/2" NAILS INTO HEADER & (6)10D X 1 1/2" INTO JOIST] @ 24" O.C, TYP.SHIPLAP (9" EXPOSURE) SOFFITFINISH, EXTERIOR ONLY 5/8" OSB SHEATHINGOVER 2X6 T&G DECKING
RIM BOARD - 1 1/2" X 21" GLULAM1 1/2" GLULAM BLOCKING FASTENTO RAFTER W/ USP JL210IF-TZ[USING (11)10d X 1 1/2" NAILS INTOHEADER & (6) 10d X 1 1/2" INTO JOIST]@ 48" O.C, TYP. 09/10/2025
CIP4609 DWG546-1A
Sheet 282 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE /
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PAGE TITLE: A
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ROMTEC #223-010 info@structure1 .com
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4 @ 2025 ROMTEC, INC. ALL RIGHTS RESERVES. THESE FLANS ANP DRAWINGS MAT NOT BE REPRODUCED, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAT BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE PLANS ANP DRAWINGS MAT NOT BE REFROPUCEP, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAT BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE PLANS ANP DRAWINGS MAT NOT BE REFROPUCEP, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAT BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE PLANS ANP DRAWINGS MAT NOT BE REFROPUCEP, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAT BE CONSTRUCTEP FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

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9 PSE Consulting Engineers, Inc.
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Klamath Falls Office
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Phone: (541) 850-6300 Tax: (541) 850-6233
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SKYLIGHT DETAILS
CONTRACTOR SHALL INSTALL SKYLIGHT IN STRICT ACCORDANCEWITH INSTALLATION REQUIREMENTS OF SKYLIGHT MANUFACTURER.2SKYLIGHT SECTIONSCALE: 3/4" = 1'-0" CAULKING#14 - 1" WOODTITESCREW @ 8" O.C.STANDING SEAMMETAL ROOFING 3" MIN
#12 x 3" WOOD SCREW @ 12" OC2" x 6" WOOD FRAMESKYLIGHT WOOD FRAME 5/8" OSB SHEATHINGOVER 2x6 T&G DECKING
MOUNTING BRACKET FURNISHEDW/ SKYLIGHT #9 x 3/4" GRABBERIN HOLES PROVIDEDFLASHING KIT FURNISHEDW/ SKYLIGHT SIDE FLASHING, TYP24" x 24" VELUX FS-D26-2004 SKYLIGHT
1SKYLIGHT, CURB & FLASHINGSCALE: 3/4" = 1'-0"
2S10.4

STANDING SEAM METAL ROOFING

INSTALLER SHALL LOCATE &FOLLOW DIRECTIONS PROVIDEDFROM MANUFACTURER 12/08/2022
VMP01CR
JOB CREATED:
9/9/2025 - LAST SAVED BY:
npittman ON 9/9/2025 - LAST PRINTED:
9/9/2025 - LOCATION:
\\data1\data\Engineering RI\Plan Sets\VMP01-Veterans Memorial Park, CA\VMP01-Veterans Memorial Park, CA -North-A- CU-250328.dwg

ROOF CONNECTION DETAILS
S10.5

ROOF FRAMINGDETAILS
STEEL I-BEAM W10X45 COLUMNROMTEC Z2-VMP01
, TYP. (2)
1PEAK CONNECTION DETAILSCALE: 1 1/2" = 1'-0"
FASTEN GABLE RIM BOARD TO PEAKFASCIA W/ USP JL28IF-TZ [USING (11)10d X 11/2" NAILS INTO HEADER & (2) 10d X 1 1/2"INTO JOIST], TYP.FASTEN GABLE FASCIA TO PEAKFASCIA W/ USP JL28IF-TZ [USING (11)10d X1 1/2" NAILS INTO HEADER & (2) 10d X 1 1/2"INTO JOIST], TYP.GABLE FASCIA GLULAM1 1/2" X 21" FASTEN TO T&GW/ 10d X 3" NAILS @ 12"OC 2X4 SOFFIT BLOCKINGSHIPLAP (9" EXPOSURE) SOFFITFINISH, EXTERIOR ONLY

ROOF SHEATHING
, SEE PLAN S9.1FASTEN DECKING TO PURLINS,SEE PLAN S9.1
SECURE EXTENSION PURLINS TOCURVED EXTENSION BEAM W/(2) USP MPA1 [USING (6) 8d X 1 1/2"NAILS INTO HEADER & (3) 8d X 1 1/2"INTO JOIST], TYP.

EXTENSION PURLINSVERSA-LAM LVL 2.1E 2800 13/4" X 11 7/8" @ 24" O.C.FASTEN TO GABLE FASCIA W/USP HD17112IF [USING (22)10d X 11/2" NAILS INTO HEADER & (6) 10d X1 1/2" INTO JOIST] @ 24" O.C, TYP.

S10.7

ROOF FRAMINGDETAILS
1GLULAM CONNECTION DETAILSCALE: 1 1/2" = 1'-0"

SECURE EXTENSION PURLINS TO
CURVED EXTENSION BEAM W/(2) USP MPA1 [USING (6) 8d X 1 1/2"NAILS INTO HEADER & (3) 8d X 1 1/2"INTO JOIST], TYP.

ROOF SHEATHING
, SEE PLAN S9.1FASTEN DECKING TO PURLINS,SEE PLAN S9.1

EXTENSION PURLINS
VERSA-LAM LVL 2.1E 2800 13/4" X 11 7/8" @ 24" O.C.FASTEN TO GABLE FASCIA W/USP HD17112IF [USING (22)10d X 11/2" NAILS INTO HEADER & (6) 10d X1 1/2" INTO JOIST] @ 24" O.C, TYP.
1 1/2" X 12" GLULAM BLOCKINGFASTEN TO RAFTER W/
USP
JL210IF-TZ [USING (11)10d X 1 1/2"NAILS INTO HEADER & (6) 10d X 1 1/2"INTO JOIST] @ 48" O.C, TYP.

PEAK BLOCKINGGLULAM 1 1/2" X 10 1/2"
SHIPLAP (9" EXPOSURE) SOFFITFINISH, EXTERIOR ONLYCURVED GLULAM EXTENSIONBEAM - 6 3/4" X 18" GLULAM,TYP. (2)

SECURE RIM BOARD & EAVE/PEAKBLOCKING TO SILL PLATE W/
USP
RBC [USING (6)10d X 1 1/2" INTO EACHMEMBER] @ 24" O.C, TYP.1/2" X 10" GALVANIZEDJ-BOLT W/ 3" SQ. WASHERAT 24" O.C. TO FASTEN2X8 P.T. SILL PLATE WETSET USP STB16 ANCHOR BOLTEMBED HOLDDOWN BRACKETROMTEC Z3-VMP01 & SECURE BEAM
WITH (4) 3/4"Ø X 9" BOLT,(2)WASHERS & NUT.
, TYP. (2)
S10.6

ROOF FRAMINGDETAILS
1GLULAM CONNECTION DETAILSCALE: 1 1/2" = 1'-0"

PEAK BLOCKING
GLULAM 1 1/2" X 15"

SECURE RIM BOARD & EAVE/PEAKBLOCKING TO SILL PLATE W/
USP
RBC [USING (6)10d X 1 1/2" INTO EACHMEMBER] @ 24" O.C, TYP.

CURVED GLULAM EXTENSION
BEAM - 6 3/4" X 18" GLULAM,TYP. (1)

ROOF SHEATHING
, SEE PLAN S9.1FASTEN DECKING TO PURLINS,SEE PLAN S9.1
84°94°TOP PLATE TRANSITION
1/2" X 10" GALVANIZEDJ-BOLT W/ 3" SQ. WASHERAT 24" O.C. TO FASTEN2X8 P.T. SILL PLATEWETSET USP STB16 ANCHOR BOLTEMBED HOLDDOWN BRACKETROMTEC Z4-VMP01 & SECURE BEAM
WITH (4) 3/4"Ø X 9" BOLT,(2)WASHERS & NUT.
, TYP. (2)
09/10/2025
CIP4609 DWG546-1A
Sheet 283 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 16"
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PAGE TITLE: A
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ROMTEC #223-010 info@structure1 .com
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS ANP DRAWINGS MAY NOT BE REPRODUCED, APAPTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. @ 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS ANP DRAWINGS MAY NOT BE REPROPUCEP, APAPTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RICHTS RESERVED. THESE PLANS ANP DRAWINGS MAY NOT BE REPROPUCEP, APAPTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RICHTS RESERVEP. THESE PLANS ANP DRAWINGS MAY NOT BE REPROPUCEP, APAPTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

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WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
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VMP01CR
JOB CREATED:
9/9/2025 - LAST SAVED BY: npittman ON 9/9/2025 - LAST PRINTED: 9/9/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP01-Veterans Memorial Park, CA\VMP01-Veterans Memorial Park, CA -North-A- CU-250328.dwg

PLUMBING SCHEDULE AND PLAN
P1

PLUMBING SCHEDULE
GENERAL PLUMBING NOTES:1.ALL PIPE ( WATER, SEWER, VENT), JOINTS, AND WORK SHALL CONFORM TO 2022 CALIFORNIAPLUMBING CODE AND LOCAL CODES.2.CONTRACTOR TO CONFIRM LOCATIONS OF SEWER AND WATER TIE-INS3.CONTRACTOR TO SOLIDLY BRACE ALL PIPING TIGHT AGAINST WALLS. FOR LONG OR COMPLICATEDRUNS, SECURELY MOUNT USING UNISTRUT, IN STRAIGHT AND UNIFORM MANNER FOR FINISHEDAPPEARANCE. PIPING SHOWN IS DIAGRAMMATIC ONLY AND ACTUAL DESIGN BY CONTRACTOR.4.CONTRACTOR MAY CHANGE PIPE SIZING IN FIELD TO PROVIDE ADEQUATE WATER PRESSURE TO ALLPLUMBING FIXTURES AS APPROVED BY INSPECTOR. ROMTEC BUILDINGS ARE DESIGNED TO HAVE40-60 PSI WATER PRESSURE FOR THE PLUMBING FIXTURES. IF THE SITE HAS A PRESSURE OTHER THANTHIS, IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE THE PRESSURE REDUCER OR BOOSTER PUMPNECESSARY.5.CONTRACTOR TO DETERMINE AND PROVIDE MEANS FOR GRAVITY DRAINING ALL PLUMBING FIXTURESTO SEPTIC OR SANITARY SEWER SYSTEM. INSTALLER TO PROVIDE A CLEAN-OUT BENEATH ALL SINKSAND LAVATORY AS REQUIRED BY CODE.6.CONTRACTOR TO DETERMINE AND PROVIDE MEANS FOR SUPPLYING WATER TO ALL PLUMBINGFIXTURES AND INSTALL WATER SERVICE SHUTOFF VALVE; TYPICALLY LOCATED WITHIN THEMECHANICAL ROOM.7.IF THE SITE REQUIRES AN ACCESSIBLE BACK FLOW PREVENTER AND/OR PRESSURE REDUCER ORBOOSTER PUMP IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE.8.WHEN INCLUDED WATER HEATERS ARE TO BE INSTALLED IN STRICT ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS AND ALL STATE, COUNTY, AND LOCAL CODES AND ORDINANCES.9.PLUMBING FIXTURES SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION, SHALL COMPLYWITH 2022 CALIFORNIA PLUMBING CODE (CPC) SECTIONS 403 AND 408, AND SHALL COMPLY WITH2022 CALIFORNIA GREEN BUILDING CODE (CGBC) SECTIONS 5.303.2 THRU 5.303.6. FLUSHOMETERSASSOCIATED WITH TOILETS USE NO MORE THAN 1.28 GALLONS PER FLUSH. FLUSHOMETERSASSOCIATED WITH URINALS USE NO MORE THAN 0.5 GALLONS PER FLUSH. BOTH FLUSHOMETERSABOVE SHALL MEET PERFORMANCE STANDARDS BY ANSI A112.19.2 H&S CODE, SECTION 17921.3(B).SINK FAUCET WILL USE NO MORE THAN 1.8 GPM MEASURED AT 60 PSI. 10. WHEN FIXTURES REQUIRE WALL CARRIERS THE WALL CARRIER SHALL BE SUPPLIED BY CONTRACTOR.11.NON-REMOVABLE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON ALL HOSE BIBBS ANDPOTABLE WATER OUTLETS WITH HOSE ATTACHMENTS. CPC 603.5.7.12.UNLESS SPECIFIED IN THE ROMTEC SUBMITTAL, ROMTEC DOES NOT SUPPLY INSULATION OR "FREEZEPROTECTION" FOR PLUMBING. "THE OWNER MAY NEED TO WINTERIZE THEIR BUILDING."

THERMAL EXPANSION TANK, W/ AIR
VALVE FOR PRESSURE BLADDER.RATED FOR MAX. TEMP 140° &STATIC SUPPLY PRESSURE 40 PSIG COLD WATER SERVICE INTO BUILDINGTHERMOSTATIC MIXING VALVEREQUIRED: 2.0 GALLON (IN-LINE)T&P VALVE ROUTE TO FLOOR DRAINSEISMICSTRAP2/3 UPSEISMICSTRAP1/3 UP50DRAIN PAN PER IPC SECTION 504.7SHEET P1 ~ NOTE 8 ~ REQ. STRAP ANCHORINGGALLON SCALE: 1/4" = 1'-0"WATER HEATER DETAIL1

MIXEDWATER

CALIFORNIA PLUMBING CODE (BASED OFF UPC)
SYM
FIXTURE TYPESEWERVENTCOLDDR. FIXTUNITSTOTAL DR.FIXT. UNITSWATERHOTWATER SIOUX CHIEF (3" W/6" STRAINER)TOTAL W.

FIXT UNITSW. FIXT.UNITS/EANO OFFIXT.

FRONTSIDE

COLD WATERHOT WATER

TO SEPTIC OR SANITARYSEWER SYSTEM ASREQUIRED BY OWNER
SECURE ROMTEC BRACKETPL-000-1042, W/ 5/16" X 1 1/2"CONCRETE SCREWSOPTIONAL: GUARD(SHOWN), HOSE W/HOLDER AND MOPHOLDERMOP SINKMOP SINK 224" x 24" MOP SINKSCALE: 1/2" = 1'-0"

FLASHING CLAMP

FLOOR LINE
3" WASTE MINIMUM

DRAIN BODY
NO HUB CLAMP (TYP.)DOME STRAINER
FLUSH WITH FINISHED FLOORFULL GRATE UNLESSOTHERWISE SCHEDULEDOR SPECIFIEDFLOOR SINK OUTLET(2" MINIMUM)2" x 3" REDUCERREQUIRED FOR ALLFLOOR SINKS FORCOMBINATION WASTEAND VENT SYSTEM OPEN-SITE DRAIN WITH A MINIMUM1-INCH AIRGAP INTO FLOOR SINKDRAINLINE FROM CONCESSIONSINK 1 1/2" Ø TAIL PIECE W/FLOW RATE OF 40 GPM SCALE: 1 1/2" = 1'-0"FLOOR SINK3
403/05/2025CRUPDATING PER COMMENTS
P2
PLUMBING SCHEDULE1SHUT OFF VALVE ASSEMBLYSCALE: 3/4" = 1'-0"

COPPER TO COPPERUNION

COPPER TEEBALL VALVEW/LEVER

BALL VALVEW/LEVER
COPPER TEEC x C x C

TYPE L COPPERTYPE L COPPER

TYPE L COPPER

TYPE L COPPERTYPE L COPPER

COPPER MIPADAPTERHOSE BIB/TEST COCK

TYPE L COPPER

TYPE L COPPERTYPE L COPPER

MALE COPPERADAPTER
BALL VALVE W/PADLOCK WING*FIRE HOSEFITTING
*FIRE HOSE FITTING CAN BEREPLACED WITH A HOSE BIB, BYINSTALLER FLOW

TO BUILDING

LINE IN
PIPE SIZES AND COMPONENTS SIZEDAS NEEDED TO BUILDING UTILITYREQUIREMENTS. LAYOUT CAN BEHORIZONTAL OR VERTICAL.BY INSTALLER PLUMBING OCCUPANT LOADSPACEFUNCTION OF SPACE PERCPC TABLE 4-1MAXIUMUM FLOOR AREAALLOWANCES PEROCCUPANT PER CPCTABLE 4-1SPACE AREAPROPOSEDOCCUPANTSMINIMUMNUMBER OFWATERCLOSETS PERCPC TABLE422.1 OFFICEOFFICE200 GROSS92 FT²1 OCCUPANT1:1-50 MALE,1: 1-15FEMALE I.T. ROOMOFFICE200 GROSS90 FT²1 OCCUPANT1:1-50 MALE,1: 1-15FEMALE ALL GENDER SINGLEUSER RESTROOMWORKOUT AREAS30 GROSS41 FT²2 OCCUPANT1: 1-100MALE, 1: 1-25FEMALE ALL GENDER SINGLEUSER RESTROOMWORKOUT AREAS30 GROSS41 FT²2 OCCUPANT1: 1-100MALE, 1: 1-25FEMALE ALL GENDER SINGLEUSER RESTROOMWORKOUT AREAS30 GROSS45 FT²2 OCCUPANT1: 1-100MALE, 1: 1-25FEMALE ADA ALL GENDERSINGLE USERRESTROOMWORKOUT AREAS30 GROSS54 FT²2 OCCUPANTS1: 1-100MALE, 1: 1-25FEMALE ADA ALL GENDERFAMILY SINGLE USERRESTROOMWORKOUT AREAS30 GROSS59 FT²2 OCCUPANTS1: 1-100MALE, 1: 1-25FEMALE ADA ALL GENDERFAMILY SINGLE USERRESTROOMWORKOUT AREAS30 GROSS59 FT²2 OCCUPANTS1: 1-100MALE, 1: 1-25FEMALE ADA ALL GENDERFAMILY SINGLE USERRESTROOMWORKOUT AREAS30 GROSS59 FT²2 OCCUPANTS1: 1-100MALE, 1: 1-25FEMALE MECH ROOMSTORAGE ROOM5000 GROSS150 FT²1 OCCUPANTS1: 1-100MALE, 1: 1-25FEMALE STORAGESTORAGE ROOM5000 GROSS172 FT²1 OCCUPANTS1: 1-100MALE, 1: 1-25FEMALE CONCESSIONCOMMERICAL KITCHEN400 GROSS273 FT²1 OCCUPANTS1: 1-100MALE, 1: 1-25FEMALE NUMBER OF WATER CLOSETSMALEFEMALETOTAL NUMBER OF WATERCLOSETS0.020.070.09 0.020.070.09 0.010.040.05 0.010.040.05 0.010.040.05 0.010.040.05 0.010.040.05 0.010.040.05 0.010.040.05 0.010.010.02 0.010.010.02 0.010.010.02 NUMBER OF LAVATORIESMINIMUM NUMBER OFLAVATORIES PER CPCTABLE 422.1MALEFEMALETOTAL NUMBER OFLAVATORIES1: 1-75 MALE, 1: 1-50FEMALE0.020.020.04 1: 1-75 MALE, 1: 1-50FEMALE0.020.020.04 1: 1-200 MALE, 1: 1-100FEMALE0.010.010.02 1: 1-200 MALE, 1: 1-100FEMALE0.010.010.02 1: 1-200 MALE, 1: 1-100FEMALE0.010.010.02 1: 1-200 MALE, 1: 1-100FEMALE0.010.010.02 1: 1-200 MALE, 1: 1-100FEMALE0.010.010.02 1: 1-200 MALE, 1: 1-100FEMALE0.010.010.02 1: 1-200 MALE, 1: 1-100FEMALE0.010.010.02 1: 1-200 MALE, 1: 1-200FEMALE0.010.010.02 1: 1-200 MALE, 1: 1-200FEMALE0.010.010.02 1: 1-200 MALE, 1: 1-200FEMALE0.010.010.02 TOTAL WATER CLOSETS:0.59TOTAL LAVATORIES:0.28 P3

PLUMBING SCHEDULE
509/09/2025NPUPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 284 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE □
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40,30,20,15,10^WC-1 ADA TOILET 73" 2" 135 4 281" X
LV-1 HAND SINK 7 11 1/4" 1 1/2" 1/2" 7 1 7X X
111LV-2 HAND SINK 1 1/4" 1 1/2" 2 1 1 11/2" 1/2" 1
1S-1 UTILITY/MOP SINK 1 1/2" 3 32" 3 31/2" 1/2"
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GARBAGE DISPOSAL
12/08/2022
VMP01CR
JOB CREATED:
9/9/2025 - LAST SAVED BY: npittman ON 9/9/2025 - LAST PRINTED: 9/9/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP01-Veterans Memorial Park, CA\VMP01-Veterans Memorial Park, CA -North-A- CU-250328.dwg

PLUMBING SCHEDULE AND PLAN
P4

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*FIXTURES ARE SYMBOLIC ONLY,REFER TO SPECIFICATIONS &PRODUCT LITERATURE FOR THEFIXTURE ROUGH-IN MEASUREMENTS &INSTALLATION DETAILS.

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INSTALLER SHALL PROVIDECLEANOUTS ON EACH RISER
211/01/2024CRUPDATING PER COMMENT LOG
CPC NOTESNOTES:1. WATER PIPE SIZE AND PRESSURE REQUIREMENTS MUST BE CONFIRMED BY PLUMBING CONTRACTOR BASED ON LOCALSUPPLY.2. FIXTURE & FIXTURE CONNECTIONS ARESYMBOLIC IN NATURE ONLY.REFER TO MANUFACTURER LITERATUREFOR EXACT FIXTURE SPECIFICATIONS.3. ALL SANITARY, DRAINAGE, WASTE, AND VENTLINES SCHEDULE 40 PVC OR ABS.4. ALL WATER LINES SHALL BE COPPER OR PERLOCAL CODE. NO JOINTS IN OR UNDER THESLAB.5. WATER PIPE SIZING IS A MINIMUM SUGGESTION.PLUMBING CONTRACTOR WILL MAKE THE FINAL DETERMINATION.6. ALL FLOOR SINKS AND DRAINS SHALL HAVETRAP PRIMERS AS NOTED IN PLANS,PER CPC 1007.07. INSULATION ON THE FIRST 8’ OF WATERSUPPLY (INSTALLER SUPPLIED) 303/06/2025CRUPDATING PER COMMENTS
FIRST 8' OF WATER LINES& HOT WATER LINES FROMTHE WATER HEATER TO BEINSULATED, BY OTHERS.SHUT OFF VALVEASSEMBLY. SEE1/P2 FOR DETAILS 509/09/2025NPUPDATING PER COMMENTS
09/10/2025
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MECHANICAL PLAN
M1

MECHANICAL PLAN
ABCD 1MECHANICAL PLANSCALE: 1/4" = 1'-0"
NOTES:1.EXHAUST FANS AND ALL DUCTING TO BEMOUNTED USING DUCT HANGERS OR EQUIVALENTPER DIRECTIONS FURNISHED BY MANUFACTURE, INACCORDANCE WITH THE MECHANICAL CODE ANDSMACNA STANDARDS.2.ALL DUCTWORK: (ULLISTED CLASS 1 AIR DUCT). PROVIDESHEETMETAL FITTINGS AT MAIN DUCT RUNOUTSAND CONNECTIONS WITH A MINIMUM OF THREESHEETMETAL SCREWS AND TAPED TO PROVIDEAN AIRTIGHT SEAL. SUPPORT FLEX AS DIRECTEDBY MANUFACTURER, NOT TO EXCEED 4'-0".3.THE DUCT DISCHARGES THRU A ROOF CAP W/DAMPER, SCREEN AND COLLAR.4.FANS ARE CONTROLLED BY OCCUPANCYSENSORS LOCATED IN EACH RESTROOM. fAN INCONCESSION IS CONTROLLED BY A SWITCHLOCATION BE THE DOOR.

RIGID DUCT W/ R8.3 INSULATED WRAP

BUTTERFLY DAMPER PROVIDED INTHE DUCT LINE TO EACH REGISTER NOTE:REFER TO INTERIOR ELEVATIONSON SHEET A1.4 FOR LOCATIONSOF WALL VENT REGISTERS.

MECHANICAL EXHAUST SYSTEM SHALLBE INSTALLED PER INSTALLINSTRUCTIONS & DETAILS IN THE:"FINAL"ROMTEC SCOPE OF SUPPLY ANDDESIGN SUBMITTAL MINIMUM VENTILATION RATES:PUBLIC SPACESTOILET ROOMS (PER WC OR UR)EXHAUST AIRFLOW RATE50 CFM - OPERATES CONTINUOUSLY WHILE OCCUPIED70 CFM - OPERATES INTERMITTENTLY I.T. ROOM

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CONDITIONEDAIR

CONDENSATION LINE TODRAIN INTO FLOOR DRAININ MECH ROOMCONDENSATION LINE TODRAIN INTO FLOOR DRAININ CONCESSION

CONDITIONEDAIR
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INTAKEAIR
09/10/2025
CIP4609 DWG546-1A
Sheet 286 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE El
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PAGE TITLE: A
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ROMTEC #223-010
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAT NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAT BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. 7 /
*
44 © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS ANP DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, ANO NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS.

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2024 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS.CWITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. 18240 NORTH BANK ROADROSEBURG, OR 97470(541)-496-3541 FAX (541)-496-0803 PROJECT:

PAGE TITLE:

DATEDESCRIPTIONREV BY

CARLSBAD, CALIFORNIA
DRAWN BY:12/08/2022VMP01DATE:

PLAN SET#
CRPAGE NO.

NORTH BLDG "A"
JOB CREATED: 11/18/24 - LAST SAVED BY: greg ON 11/18/24 - LAST PRINTED: ---- - LOCATION: D:\Double 'E' Engineering\_Projects\Romtec\_Alpha Projects\VMP01e Veterans Memorial Park N Bld A\VMP01-Veterans Memorial Park, CA -North-A- CU-241115-ELEC.dwg

VETERANS MEMORIAL PARK
Ea
ELECTRICAL SCHEDULE, PLAN, & DETAILSEDOUBLE 'E'ENGINEERING, LLCMyrtle Point, Oregonwww.ee-engineering.comE SHEET NO.
2024 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHERDISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.CSHEET TITLE:

E1
ELECTRICAL SCHEDULE SHEET NO.
2024 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHERDISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.CSHEET TITLE:

ELECTRICAL DETAILS
SHEET NO.
2024 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHERDISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.CSHEET TITLE:

ELECTRICAL PANEL SCHEDULE
ROMTEC HAS DESIGNED THIS ELECTRICAL SYSTEMTO MEET THE NEEDS OF THIS SPECIFIC FACILITY. SITE DESIGN AND ENGINEERING BY OTHERS. OWNER IS RESPONSIBLE TO PROVIDE ALL SERVICEAND/OR UTILITY ENTRANCE DESIGN. FIELD VERIFYTHAT SERVICE CONDUCTOR SIZE IS ADEQUATE FORVOLTAGE DROP. ANY ADDITIONAL POWER ORLIGHTING LOADS NOT SHOWN ON THESE PLANSSHALL BE ENGINEERED BY OTHERS.

SURFACE MOUNTED1-PHASE, 3-WIREMAIN BREAKER200AMPFEEDER SIZE:120 / 240 VOLTS 1HWATER HEATER225010101/2302A2251/21012 1632MINI-SPLITM23H 2250 B 1632 M45R FREEZER11761/212121/2201A1201/21212 720REC: OFFICER67R FRIDGE11761/212121/2201 B1201/21212 360REC: MECHR89RREC: COUNTER180 12121/2201A1201/21212 378LTS: EXTERIORL1011RREC: COUNTER180 12121/2201 B1201/21212 429LTS: RESTROOMSL1213RREC: COUNTER180 12121/2201A1201/21212 379LTS: INTERIORL1415RREC: COUNTER180 12121/2201 B1201/21212 360REC: ITR1617RREC: MICROWAVE140012121/2201A1201/21212 360REC: ITR1819R DISPOSAL122412121/2201 B1201/21212 180REC: ITR2021MAIR CURTAIN345 12121/2201A1201/21212 900HAND DRYER 1M2223 B1201/21212 900HAND DRYER 2M2425 A1201/21212 900HAND DRYER 3M2627 B1201/21212 900HAND DRYER 4M2829 A1201/21212 900HAND DRYER 5M30

PLT LOADVAHPPHWGNDCONBKRPHBKRCONGNDPHWHPVA LOADTPL
=LOAD DISTRIBUTIONLTGRECMOTORDATAHEATMISC PH-APH-BTOTALAMPSWITH SPARE25%=CONNECTED VA11867892104490 45000 131401088724027110 30034137=DIVERSITY FACTOR125%100%100%100%100%100% =DIVERSIFIED VA14837892104490 45000 133291099424324111 30405139 ELECTRICAL WIRING:GROUNDED & BOND PER - CECALUM: 3 #250 PH, #4 GRD, 2" C 31 A1201/21212 900HAND DRYER 6M32
35 A1201/21212 216LOCK SYSTEMR3633 B1201/21212 900HAND DRYER 7M34 37 B1201/21212 540REC. STORAGEM3839 A 4041 B 42 BREAKER PANEL25k AIC RATING
USE XHHW-2 CU CONDUCTORS
1ELECTRICAL PANEL SCHEDULESCALE: NONE

NON-METALLIC PROTECTIVE SLEEVE

CONCRETE FOUNDATION IN DIRECT CONTACT WITH EARTH

APPROVED (LISTED)IRREVERSIBLECLAMP ENCASEDIN CONCRETE
# 4 AWG SOLID CU CONDUCTORCONNECT TO 20' LONG ELECTRODEWITH APPROVED (LISTED)IRREVERSABLE CLAMP OR CAD WELD.2 CEC 20' OF BARE OR ZINC GALVANIZEDELECTRODE OR TIE TO 20' OFELECTRICALLY CONDUCTIVE COATEDSTEEL REINFORCING BAR (REBAR).ELECTRODE/REBAR SHALL BE NOLESS THAN 1/2'' IN DIAMETER, LOCATEDNEAR THE BOTTOM OF THE CONCRETEFOUNDATION AND ENCASED WITH AMINIMUM OF 2'' CONCRETE. INSTALLPER 250-52(A)(3).CEC 3CONCRETE ENCASED SERVICE GROUNDSCALE: NONE

FOOTINGFF FG

APPROVED CONDUIT

UNDERGROUND FROMPOWER SOURCE

INDOOR BREAKERPANEL WALL MOUNTED
CONCRETE ENCASEDELECTRODESEE DETAIL 3/E3
8" CMU WALL
SCALE: NONERISER DIAGRAM2
#4 CU MAIN BONDING JUMPER AND EQUIPMENT BONDINGJUMPER PER 250.28(D), 250.102(C) AND TABLE 250.66.DO NOT BOND THE NEUTRAL TO THE GROUND BUS IF THIS ISNOT A SERVICE ENTRANCE#4 CU TO CONCRETE ENCASED ELECTRODE PER250.52(A)(3) AND 250.66(B).WHERE REQUIRED, BOND PIPING SYSTEMS AND EXPOSEDSTRUCTURAL STEEL PER 250.104

KEYED NOTES
1 3
2 " ARTICLE 250 OR LOCALCODES MAY REQUIRE ORALLOW ADDITIONAL GROUNDINGCEC CEC
CEC
CEC3
2 1
4GROUNDING/BONDING DETAILSCALE: NONE

TO UTILITYTRANSFORMER
M

BREAKERPANEL
ONE-LINE DIAGRAMSCALE: NONE
SEEDETAIL 3/E2
SERVICE UTILITYEQUIPMENT BY OTHERSTHE AIC VALUES SHOWN ON THESE ROMTECPLANS ARE TO BE MADE CLEARLYAVAILABLE TO THE ELECTRICAL ENGINEERTHAT WILL DESIGN THE ELECTRICALSERVICE. THIS INFORMATION IS IMPORTANTAND WILL HELP TO ENSURE THE NECESSARYPROTECTION OF THE ELECTRICALEQUIPMENT PROPOSED BY ROMTEC.120/240VOLT 200 A25k AIC
1 1.ALL WORK SHALL COMPLY WITH NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES.2.OWNER TO PROVIDE TEMPORARY POWER AS REQUIRED DURING COURSE OFCONSTRUCTION.3.ELECTRICAL SERVICE EQUIPMENT SUPPLIED BY OTHERS UNDER SEPARATE SUBMITTAL.4.THE AIC VALUES SHOWN ON THESE ROMTEC PLANS ARE TO BE MADE CLEARLY AVAILABLETO THE ELECTRICAL ENGINEER OF RECORD THAT WILL DESIGN THE MAIN SERVICE.5.THE INSTALLER SHALL FURNISH & INSTALL SPECIFICATION GRADE CIRCUIT BREAKERS, WIRING,CONDUIT, SWITCHES AND GFI RECEPTACLES THROUGHOUT. INTERIOR RECEPTACLES &SWITCHES SHALL HAVE STAINLESS STEEL COVERPLATES AND EXTERIOR RECEPTACLESSHALL BE INSTALLED WITH A WEATHERPROOF IN USE COVER.6.ELECTRICAL CONDUIT IS TO BE RUN WITHIN THE WALL WHEN POSSIBLE, EXCEPT IN THEMECHANICAL ROOM.7.FOR MECHANICAL ROOM ALL EXPOSED CONDUIT IS TO BE SURFACE MOUNTED AND RUNTIGHT TO CEILING AS REQUIRED.8.COORDINATE AC OUTLET HEIGHTS WITH OWNER PRIOR TO ROUGH-IN.

GENERAL ELECTRICAL NOTES:1.ALL WORK SHALL COMPLY WITH 2022 CALIFORNIA ELECTRICAL CODE AND LOCAL CODES. 1 200 AMP BREAKER PANEL
BP

PERPLAN HOME RUN TO BREAKER PANEL
PERPLAN 110 VAC DUPLEX RECEPTACLE, GROUND FAULT PROTECTEDMOUNTED MIN OF 15" TO MAX OF 48" ABOVE THE FLOORCONFIRM EXACT LOCATION & HEIGHT WITH OWNER OR OWNERSREPRESENTATIVE.5 SWITCH, SINGLE POLEMOUNTED A MAX OF 48" ABOVE THE FLOORS 17 48" LED VAPOR TIGHT CEILING/WALL MOUNT LIGHTLITHONIA CSVT L48 5000LM 40K 80CRI4,298LM 40K: (35.3 W) (.2942 A) 27 LIGHT FIXTURE, 6" WAFER-THIN LED DOWNLIGHTUL LISTED TO U.S. SAFETY STANDARDS FOR ALL WET LOCATIONS LF-2
6" LED SWITCHABLE WHITE COLOR TEMPERATURE, LITHONIA WF6: (14W) (.12A) ELECTRICAL SCHEDULE & SYMBOL LEGEND:QTYSYMBOLDESCRIPTION LF-1
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HD7 HAND DRYERFASTAIRE, HD-03: (900W) (120v) (7.5A)
7 OCCUPANCY SENSORWALL MOUNT ACUITY SENSOR SWITCH WVR PDT 16 WIDE VIEW SENSOR: 2 POLE(120/277,347 VAC 13 AMPS/POLE 347 VAC MUST BE SAME PHASE) 8 1 TANK WATER HEATER (ELECTRIC)
S&P, TD-100 - 4": (26W) (0.22A)INLINE DUCT EXHAUST FAN SYSTEMEF WH-1
50 GAL TANK 4.5KW, AO SMITH ENT-50: (4500 W) (18.75A) 240V PROVIDE A WATER HEATER DISCONNECT CAPABLE OF SIMULTANEOUSLY DISCONNECTING ALLUNGROUNDED CONDUCTORS. THE DISCONNECTING MEANS SHALL BE WITHIN SIGHT OF. WHERE THEDISCONNECTING MEANS IS OUT OF THE LINE OF SIGHT FROM ANY SECTION THAT IS ABLE TO BEENERGIZED, THE DISCONNECTING MEANS SHALL BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION. 1 A/C MULTI ZONE SPLIT SYSTEM(1) A/C OUTDOOR UNITPANASONIC CU-2E18SBU-5 (230V) (13.6A)(2) A/C INDOOR WALL HUNG UNITPANASONIC CS-ME7RKUA (230V) (15A)AC-1/1 AC-1
1 SWITCH, SINGLE POLE W/ OCCUPANCY SENSORMOUNTED A MAX OF 48" ABOVE THE FLOORSOS 211/01/2024CRUPDATING PER COMMENT LOG
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2 POWER SUPPLY FOR MAGNETIC LOCK SYSTEMHAGER: 2903 - (0.9A) 2 DIGITAL 7 DAY TIMER FOR MAGNETIC LOCK SYSTEMINTERMATIC: ST01 7 EXIT SWITCH (MANUAL EXIT SWITCH)HAGER: 2977
7 PIR EGRESS SENSOR (AUTOMATIC EXIT SWITCH)HAGER: 2-679-0612 7 MAGNET LOCKHAGER: 2942
1 AIR CURTAIN W/ AIR CURTAIN SWITCH (DOOR)GLOBAL INDUSTRIAL-MODEL 246608 (HIGH 345W) (2.85A)AIR-1 1 TIMER FOR EXTERIOR LIGHTS (LOCATED IN OFFICE ROOM 48"AFF)CURRENT: TOUCH SCREEN DIGITAL TIME CLOCK (nLIGHTnDTC),POWER/RELAY PACK (nLIGHT nPP16) & OUTDOORPHOTOCELL INTERFACE KIT (nLIGHT nIO PC Kit) T1PCL
CIP4609 DWG546-1A
Sheet 287 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE &
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2024 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHERDISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.CSHEET TITLE:

ELECTRICAL PLAN
NOTE: BREAKER PANEL MAY BERELOCATED AT THE DISCRETION OF THEINSTALLER, PANEL MUST MAINTAIN ALLAPPLICABLE CODE CLEARANCES.

ROMTEC HAS DESIGNED THIS ELECTRICAL SYSTEMTO MEET THE NEEDS OF THIS SPECIFIC FACILITY. SITE DESIGN AND ENGINEERING BY OTHERS. OWNER IS RESPONSIBLE TO PROVIDE ALL SERVICEAND/OR UTILITY ENTRANCE DESIGN. FIELD VERIFYTHAT SERVICE CONDUCTOR SIZE IS ADEQUATE FORVOLTAGE DROP. ANY ADDITIONAL POWER ORLIGHTING LOADS NOT SHOWN ON THESE PLANSSHALL BE ENGINEERED BY OTHERS. 1ELECTRICAL PLANSCALE: 1/4" = 1'-0"
ABCD
NOTE:SEE SHEETS A1.4, A2.1, & A2.2FOR LOCATIONS - HEIGHTS OFELECTRICAL FIXTURES.

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UNDERGROUND ELECTRICALSERVICE VERIFY REQUIREMENTSFOR TYING INTO SERVICE UTILITYEQUIPMENT BY OTHERS. 2024 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS.CWITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. 18240 NORTH BANK ROADROSEBURG, OR 97470(541)-496-3541 FAX (541)-496-0803 PROJECT:

PAGE TITLE:

DATEDESCRIPTIONREV BY

CARLSBAD, CALIFORNIA
DRAWN BY:12/08/2022VMP01DATE:

PLAN SET#
CRPAGE NO.

VETERANS MEMORIAL PARK
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ELECTRICAL SCHEDULE, PLAN, & DETAILSEDOUBLE 'E'ENGINEERING, LLCMyrtle Point, Oregonwww.ee-engineering.comE LF-1
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8'-9"
7'-6" MINIMUM8'-0" TO CENTER
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RECEPTACLE FOR AIR CURTAIN.ALL CONDUIT TO BE CONCEALED INWALLS, CEILING OR DOOR FRAME.

DOOR SWITCH WITH CONDUITAND CONTROL CONDUCTORSFOR AIR CURTAIN. FIELDCOORDINATE WITH DOORINSTALLER. SEE A5.1

HOMERUN TOPOWER PANEL
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Sheet 288 of 386
APPROVED: EMILY HASEGAWA
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TITLE 24 DOCUMENTS
303/06/2025CRUPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 289 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE

BUILDING ENERGY ANALYSIS REPORT TABLE OF CONTENTS
1 PROJECT: 2
3 21
29 35

CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Project Designer:

Nonresidential Performance Compliance Method (Page 1 of 18) (Page 2 of 18)Nonresidential Performance Compliance Method Project Name: 2302-005 Carlsbad Veterans Memorial - North Building A Date Prepared: 2024-11-12 B. PROJECT SUMMARY
A. General Information
2302-005 Carlsbad Veterans Memorial - North Building AProject Name1 Building Components Complying via Performance □Run Title Title 24 Analysis Performance Performance2 Nonres Report Prepared by: Envelope (See Table G)
□MultiFam Not Included Not Included
Faraday & Whitman Way3 Project Location
□Performance PerformanceNonres
Carlsbad Standards Version Compliance 2022City 4 5
Mechanical (See Table H)
HMultiFam Not Included Not Included Outdoor Lighting 140.7 & 170.2(e)Zip code Compliance Software (version) EnergyPro 9.36 92008 7 2<
Climate Zone Building Orientation (deg)8 7 9 0
□Performance Performance Sign Lighting 140.8 & 170.2(e)Nonres i'Building Type(s) • Nonresidential Weather File10 11 SAN-DIEGO-INTL_STYP20.epw □MultiFam Not Included Not Included EXP. 6-30-2027★ ★• New complete scope Number of Dwelling Units12 Project Scope 13 0 CIVI□Performance PerformanceNonres
Total # of hotel/motel rooms14 246.5 15 0
Fuel Type Natural gas16 1258 17 HMultiFam Not Included Not Included Electrical Power Distribution 110.11 Job Number:
□18 246.5 19 1 Performance Commissioning 120.8
2302-005 Battery (see Table F)
□20 0 Not Included Solar and Battery 110.10
Date:
11/12/2024
This program developed by EnergySoft, LLC - www.energysoft.com.

CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance

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Domestic Hot Water 0.3 0.1 0.2
0 C6. 'ABOVE CODE' QUALIFICATIONS Indoor Lighting 0.4 0.4 0 G1. ENVELOPE GENERAL INFORMATION (conditioned spaces only)□ This project is pursuing CalGreen Tier 1 □ This project is pursuing CalGreen Tier 2 Flexibility 01 02 03 04
EFFICIENCY TOTAL 12.5 6.1 6.4 0 0 0
Window to Wall Ratio (%)
Photovoltaics -1.2 0
,2 0 0 0East-Facing'Batteries
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PAGE NO.

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Solar Thermal Water
Heating (See Table 13)
The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2022 Building Energy Efficiency Standards.

R-30 Roof Attic29
R-O Roof No Attic49
SteepSlope
LowSlope
Margin
(MBtu)
Form NRCC/LMCC-PRF-E Certificate of Compliance
Form NRCC-LTO-E Outdoor Lighting
Form NRCC-PLB-E Domestic Water Heating System
HVAC System Heating and Cooling Loads Summary
Com-Floor 1 - Restrooms
Com-Floor 2 Office/IT Room
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Report Version: 2022.0.000
Schema Version: rev 20220601
Report Version: 2022.0.000
Schema Version: rev 20220601
Report Version: 2022.0.000
Schema Version: rev 20220601
Report Version: 2022.0.000
Schema Version: rev 20220601
Report Version: 2022.0.000
Schema Version: rev 20220601
Cover Page
Table of Contents
Report Version: 2022.0.000
Schema Version: rev 20220601
Report Version: 2022.0.000
Schema Version: rev 20220601
Report Version: 2022.0.000
Schema Version: rev 20220601
Report Version: 2022.0.000
Schema Version: rev 20220601
Report Version: 2022.0.000
Schema Version: rev 20220601
Margin
(MWh)
No air barrier
No air barrier
NRCC-LTI-E is
required

0.63 0.63
N/A
N/A

0.9 0.9
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
N/A
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Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
NRCC-ELC-E is
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1North-Facing is oriented to within 45 degrees of true north, including 45 00'00" east of north (NE), but excluding 45 00'00" west of north (NW), 2East-Facing is oriented to within 45 degrees of true east, including 45 00'00" south of east (SE), but excluding 45 00'00" north of east (NE), 3South-Facing is oriented to within 45 degrees of true south, including 45 00'00" west of south (SW), but excluding 45 00'00" east of south (SE), Table B shows which building components are included in the performance calculation. If indicated as not included, the project must show compliance prescriptively if within the permit application.

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Existing, Addition and Alteration Scope: Building complies when efficiency compliance margin is greater than or equal to zero and unmet load hour limits are not exceeded • The aged solar reflectance and aged thermal emittance must be listed in the Cool Roof Rating Council database of certified products. For projects where initial reflectance is used, the initial reflectance must be listed, and the aged reflectance is calculated by the software program and used in the compliance model. • PV/Battery Building Type has been modified from software defaults for one or more spaces. Review project's PV/Battery Building Type(s) with documentation author. Refer to Energy Code section 140.10 for Nonresidential or 170.2(g) for more information.

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Building Components Complying with Mandatory Measures
Electrical power systems, commissioning, solar ready, elevator and escalator requirements are mandatory and should be documented on the NRCCform listed if applicable (i.e. compliance will not be shown on the NRCC-PRF-E.)
Lighting (Indoor Conditioned,
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Proposed Design Site
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Matthew Weldon
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1878 Saltu
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530-275-3350
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541-850-6300
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(MWh)
Covered Process:

Laboratory Exhaust (see
Table J)
Building Components Complying Prescriptively
The following building components are ONLY eligible for prescriptive compliance and should be documented on the NRCCform listed if within the scope of the permit application (i.e. compliance will not be shown on the NRCC-PRF-E).

Indoor Lighting (Unconditioned) 140.6 &
170.2(e)Covered Process:

Commercial Kitchens (see
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87 12/08/2022
VMP01CR
JOB CREATED:
9/9/2025 - LAST SAVED BY: npittman ON 9/9/2025 - LAST PRINTED: 9/9/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP01-Veterans Memorial Park, CA\VMP01-Veterans Memorial Park, CA -North-A- CU-250328.dwg TITLE 24 ENERGY COMPLIANCE DOCUMENTS
E6
TITLE 24 DOCUMENTS
303/06/2025CRUPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 290 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE

CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 11 of 18) Nonresidential Performance Compliance Method (Page 12 of 18) (Page 13 of 18) Nonresidential Performance Compliance Method (Page 14 of 18)Nonresidential Performance Compliance Method G6A. OPAQUE DOOR SUMMARY (NONRESIDENTIAL)G5. OPAQUE SURFACE ASSEMBLY SUMMARY H5. GENERAL EXHAUST FAN SUMMARY HU. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY 01 02 03 04 05 06 07 08 09 10 01 02 03 04 01 02 03 04 05 06 07 08 01 02 03 04 05 06 07 08 09 10 11 12 Rated Capacity (kBtuh) Airflow (cfm)Continuous R-Value Area (ft2) Status1 FanOverall U-factorAssembly Name Status1System ID Qty CFM Power UnitsZone Name Power Area (ft2) Status1Surface Name Value Description of Assembly Layers Units System ID System Type Qty VSDWood Door22 21 0.5 NInterior Exterior Cooling CyclesHeating Design Mln. Min. Ratio PowerZone 1 IT Room3-EF 1-Zone 1 IT Room 1 100 0.2 BHP No N Metal Insulated Door32 21 1.45 N
□N/A N/A N/A N/A N/A N/AUncontrolled 1-Zone 1 IT Room-Trm1 600 0N/A N/A 1 200 0.2 BHP No NExterior Wall U-factor 1 Status: N - New, A - Altered, E - Existing290.5 0 11.74 0.0738 N QCCEXP. 6-30-2027 )
1 Status: N - New, A - Altered, E - Existing 11. WATER HEATER EQUIPMENT SUMMARYHl. DRY SYSTEM EQUIPMENT (FURNACES, AIR HANDLING UNITS, HEAT PUMPS, VRF, ECONOMIZERS ETC.) N/A N/AInterior Wall U-factor896.5 0 11.74 0.0711 N 01 02 03 04 05 06 07 08 09 10 12 13 11 1401 02 03 04 05 06 07 08 09 10 11 12 H8. SYSTEM SPECIAL FEATURES ★ ★
Heating Cooling
01 02 03 04
0 CIVIN/A N/A N/A F-factor Efficiency1,504.5 0 0.73 N Name Tank Type Qty Other Special Features and ControlsSystem Name Equipment TypeStatus1Equipment Name Equipment Type Qty Efficiency Efficiency A O Smith ENT-501 - SHW Fixed Temperature ControlService Hot Water N/A N/A N/A N/AElectricity kWStorage 1 50 1.76 0.93 UEF 21 N/A N/ARoof 246.5 Wood 30 U-factor 0.0375 N
1 21.66 0 16.51 N 1 Yes = interlocks are provided, No = interlocks are not provided, NA means no operable openings. K1. INDOOR CONDITIONED LIGHTING GENERAL INFO 01 02 03 04 05 06
1 Status: N - New, A - Altered, E - Existing H9. NONRESIDENTIAL / COMMON USE AREA & HOTEL/MOTEL VENTILATION Additional (Custom) Allowance
N/A N/A N/A8CMU Wall44 Exterior Wall U-factor1,929 0 0.3794 N 01 02 03 04 05 06 07 Occupancy Type1 Conditioned Floor Area2 (ft2)H3. NONRESIDENTIAL / COMMON USE AREA FAN SYSTEMS SUMMARY Mechanical Ventilation
Conditioned Area (sf)Zone Name01 02 03 04 05 06 07 08 09 10 11 12 13 Ventilation Function # of People Supply OA CFM Exhaust CFM 246.5 123.25 0 0 0N/A N/ARoof N/A U-factor Return / Relief Fan1,258 0 0.3876 N Supply Fan Status1 246.5 123.25 0 0 0N/AName or Item Tag Qty 1-Zone 1 IT Room 0.37 36.98 100 246.5 Power Units Control Power Units ControlCFM Power Fan Type CFM Power 241 Status: N - New, A - Altered, E - Existing Constant Vol N/A N/A N/A N/A N/A0 600 0.21 BHP N 3 1 Status: N - New, A - Altered, E - Existing
K4. INDOOR CONDITIONED LIGHTING MANDATORY LIGHTING CONTROL CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance O 2 OS (o (O ‘CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E O)
0Nonresidential Performance Compliance Method (Page 15 of 18) Nonresidential Performance Compliance Method (Page 16 of 18) (Page 17 of 18) Nonresidential Performance Compliance Method (Page 18 of 18)Nonresidential Performance Compliance Method Responsible Designer Signature: o •Building Level Controls M. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE Documentation Author's Declaration Statement O

1.1 certify that this Certificate of Compliance documentation is accurate and complete.

O0Documentation Author Name: Matthew Weldon
Form/Title & System Name(s) 2
Scope: Title:Area Level Controls (includes all lighting controls installed in conditioned space to meet mandatory requirements per 130.1) 03 City/State/Zip: Redding, Ca 96002Mechanical ©
Area Description
Restroom Mechanical
IT Room
N. DECLARATION OF REQUIRED CERTIFICATES OF VERIFICATION

3. L DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION

4. 5.

Form/Title

6. IResponsible Designer Signature:

Mechanical
H
Scope: LU
Responsible Designer Signature: LO
M. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE
C
Scope:
- y
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance LO

CALIFORNIA ENERGY COMMISSION
2302-005 Carlsbad Veterans Memorial- North Building A 2302-005 Carlsbad Veterans Memorial- North Building AProject Name: Project Name: 2302-005 Carlsbad Veterans Memorial- North Building A Project Name:
2302-005 Carlsbad Veterans Memorial- North Building A Report Page:

Faraday & Whitman Way Date Prepared:

H. OUTDOOR LIGHTING CONTROLS

C COMPLIANCE RESULTS
A. GENIRAL INTORMATIO
Carlsbad0)
Calcufasionsof Total ATowed Lighting Power (Watts) 1407/170 2e,6 or HI 0(b) n / 18 2[bMBu64 Total Illuminated Hardscape Area (ft2) 1269 Compliance Resuts 702
02 01 03 04 05 06 07 03 09
Outdoor Lighting Zone per Title 24 Part 110.114 or as designated by Authority Having Jurisdiction (AHJ):
| □ LZ-4: High - Must be reviewed by CA Energy Commission for ApprovalLZ-O: Very Low - Undeveloped Parkland □ LZ-2: Moderate - Urban Clusters 01 07 04 07 at 09 100% 03 04 0501 H LZ-3: Moderately High - Urban Areas 03LZ-1: Low - Rural Areas Toral Actual 07 must be >• 08 Field iespoctorShut OMOccupancy Types within Project 05 0 Area DescriptionNime or Item 130.2/]1/160.5/c)Complete I um naie Desrintin Design Watts Tag• Support Areas
Fail Prt
Entry Lighting Photocontrol Provided Provided210 OR 511 378 COMPLIES2 1 FOOTNOTE: Text has been abbreviated, please refer to Table 160.5-A to confirm compliance with the specific light source technologies listed. □ Linear □ □ □Mfr. SpecLF-1 14 27 378 New8. PROJECT SCQPE 2,2Authority having jurisdiction may ask for cutsheets or other documentation to confirm compliance of light source. 3 Recessed luminaires marked for use in fire-rated installations, and recessed luminaires installed in non-insulated ceilings are excepted from H and Hi.Total Design Watts: 378 <0. EXCEPTIONAL CONDITIONS
01 02 This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. 2 3
Vo o Yes No
C. ADDITIONAL REMARKS
03 0$
This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. 4% of Existing Luminaires Being Altered1 Sum Total of Luminaires Being Added or Altered Calculation Method Compliance with mandatory shielding requirements is required for luminaires with initial lumen output >= 6,200 unless exempted by 130.2(b)/ 160.5(c) O□ <10% □ >=10% and <50% □ >= 50%
0)
CD©a
LU
y
IGenerated Date/Time: Generated Date/Time: Generated Date/Time: Generated Date/Time:Documentation Software: EnergyPro Documentation Software: EnergyPro Documentation Software: EnergyPro Documentation Software: EnergyPro VCA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance PLAN SET#
DATE:

DRAWN BY:
(
SHEET NO.

PAGE NO.

Ed
Fleld
nspector
I
X
Continuous
Operation?
Slab On
Grade27
Power
Units
Cavity
R-Value
EER2
SEER2
COP
HSPF2
Economizer
Type (if
present)
2-Zone 3 - RR
Concession
R-30 Roof
Attic29
A O Smith
ENT-502
Rated
Input
Standby
Loss
Fraction
V0
Total
Heating
Output
(kBtu/h)
Supp Heat
Output
(kBtu/h)

10.85 16.5
Rated
Input
Unit
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101

3.85 8.8
Total
Cooling
Output
(kBtu/h)
Report Version: 2022.0.000
Schema Version: rev 20220101
Tank
Insulation
R-value
Int/Ext
8 CMU Wall
with 2 Foam20
R-O Roof No
Attic49
Framing
Type
Report Version: 2022.0.000
Schema Version: rev 20220601
Report Version: 2022.0.000
Schema Version: rev 20220601
Report Version: 2022.0.000
Schema Version: rev 20220601
Report Version: 2022.0.000
Schema Version: rev 20220601
Report Version: 2022.0.000
Schema Version: rev 20220601
Report Version: 2022.0.000
Schema Version: rev 20220601
Report Version: 2022.0.000
Schema Version: rev 20220601
Report Version: 2022.0.000
Schema Version: rev 20220601
Efficiency
Unit
Heat
Pump
Type
Compliance ID: EnergyPro-3895-1124-2313
Report Generated: 2024-11-12 11:30:16
Compliance ID: EnergyPro-3895-1124-2313
Report Generated: 2024-11-12 11:30:16
Compliance ID: EnergyPro-3895-1124-2313
Report Generated: 2024-11-12 11:30:16
Compliance ID: EnergyPro-3895-1124-2313
Report Generated: 2024-11-12 11:30:16

1. 2.
aIU
Zone 3 - RR
Concession38-EF
Tank
Vol
(gal)
0 I
Q
Efficiency
Unit
Responsible Person's Declaration statement
I certify the following under penalty of perjury, under the laws of the State of California:

CD
Q
Efficiency
Unit
Q
O
Project Name:

Project Address:

Report Page:

Date Prepared:

Report Page:

Date Prepared:

NRCC-LTO-E
(Page 3 of 8)
11/12/2024
Building Component
Indoor Lighting
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Building Component
Indoor Lighting
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Report Page:

Date Prepared:

Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Report Generated: 2024-11-12 11:26:19
Compliance ID: EnergyPro-3895-1124-0110
Fail
□
O LO
CO
Selections made by Documentation Author indicate which Certificates of Installation must be submitted for the features to be recognized for compliance. These documents must be retained and provided to the building inspector during construction and can be found online New Lighting System
Altered Lighting System
Design OA
CFM
for existing luminaires within the project scope that are not being altered and are remaining. Select "Existing Reinstalled" for existing luminaires which are being removed and reinstalled as part of the project scope.

Selections made by Documentation Author indicate which Certificates of Acceptance must be submitted for the features to be recognized for compliance. These documents must be provided to the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP). 8 CMU Wall
with 2
Foam201
Results in this table are automatically calculated from data input and calculations in Tables F through N. Note: If any cell on this table says "COMPLIES with Exceptional Conditions" refer to Table D. Exceptional Conditions for guidance or see applicable Table referenced below.

G. SHIELDING REQUIREMENTS (BUG)
This section does not apply to this project.

O Z
LU
— <
Q
This document is used to demonstrate compliance with requirements in 110.9,130.0,130.2,140.7, and 141.0(b)2L for outdoor lighting scopes using the prescriptive path for nonresidential and hotel/motel occupancies. It is also used to document compliance with requirements in 160.5,170.2(e)6,180.1(a) and 180.2(b)4Bv for outdoor lighting scopes using the prescriptive path for multifamily and mixed-use occupancies. Multifamily includes dormitory and senior living facilities.

E
□
Selections made by Documentation Author indicate which Certificates of Acceptance must be submitted for the features to be recognized for compliance. These documents must be provided to the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP).

OZ
(Page 1 of 8)
11/12/2024
For linear luminaires, wattage should be indicated as W/If instead of Watts/luminaire. Total linear feet should be indicated in column 05 instead of number of luminaires.

Select "New" for new luminaires in a new outdoor lighting project, or for added luminaires in an alteration. Select "Altered" for replacement luminaires in an alteration. Select "Existing to Remain" LU
Q
See NRCC-LTI-E for unconditioned spaces
3Lighting information for existing spaces modeled is not included in this table 1st Hr.

Rating or
Flow Rate
(gal)
The information provided on this Certificate of Compliance is true and correct.

I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer)
The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.

I understand that a registered copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections, and I will take the necessary steps to accomplish this requirement.

I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy, and I will take the necessary steps to accomplish these requirements.

Toti Number
Lun nA ires’
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A
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STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
Grramemal
140.710/2/
170.20)6
(See Table 1)

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
Shiedig Complance (See Table G for Details)
Controls Complance (See Table H for Details)
LU
LU
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OLU
C G LU
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Notes: This table includes controls related to the performance path only. For projects using the prescriptive path, mandatory and prescriptive controls requirements are documented on the NRCC-MCH-E.
0 83
Syes
Fromage
140.710/2
[See Tabe IQ
DCV or Occupant Sensor
Controls, or Both

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
Total Allowed
[Watts]
Tank Location or
Ambient
Condition
0 LU
C —
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3 U
C
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Motion Senser
130.20c]3 / 160.5(c)
S
CM
CO
Plumbing
Plumbing
Indoor Lighting
Indoor Lighting
0 iu
9 8
0 V

0. LU
2 IU
0 0 z
0 LU
F
X
0 V
Fxladed per
140 73)/
170.2eA
Exbtire
Power
AFowance
1610b/21/
180.2[b)4Ev
(See Table N]
o
LU
H
2 0 2
ID O
8 ©
0 This table includes outdoor lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.7/ 170.2(e)6 or 141.0(b)2L / 18O.2(b)4Bvfor alterations.

My Project Consists of:

City/State/Zip: Klamath Falls, Oregon 97601
Phone: 541-850-6300
This table demonstrates compliance with controls requirements for all new or altered luminaires installed as part of the permit application. For alteration projects, luminaires which are existing to remain (ie untouched) and luminaires which are removed and reinstalled (wiring only) do not need to be included in this table even if they are within the spaces covered by the permit application.

Outdoor lighting for nonresidential buildings, parking garages and common service areas in multifamily buildings must be documented separately from outdoor lighting attached to multifamily buildings and controlled from the inside of a dwelling unit Mandatory Controls for Nonresidential Occupancies, Parking Garages & Common Areas in Multifamily Buildings 0 4
1 I () III
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Please proceed to Table F. Outdoor Lighting Fixture Schedule to define the project's luminaires. 1 FOOTNOTES: % of Existing Luminaires Being Altered = (Sum Total of Luminaires Being Added or Altered/ Existing Luminaires within the Scope of the Permit Application) x 100.

Responsible Designer Name: Ralph Hall
Company: PSE Consulting Engineers, Inc.

Address: 250 Main St.

City/State/Zip: Klamath Falls, OR 97601
Phone: 541-850-6300
Responsible Designer Name: Ralph Hall
Company: PSE Consulting Engineers, Inc.

Address: 250 Main St.
85 < X
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Company: Regerfour LLC dba 5 Star Energy
Address: 1878 Saltu
Responsible Designer Name: Ralph Hall
Company: PSE Consulting Engineers, Inc.

Address: 250 Main St. Ste. A
City/State/Zip: Klamath Falls, OR 97601
Phone: 541-850-6300
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* NOTES: Selections with a * require a note in the space below explaining how compliance is achieved.

EX: Luminaire is lighting a statue; EXCEPTION 2 to 130.2(b) 1 FOOTNOTES: Authority Having Jurisdiction may ask for Luminaire cut sheets to confirm wattage used for compliance per 130.0(c) / 160.5(b) Now 4
Wattage
determined
Date Signed: 2024-11-12
License #: C87047
Title:
0 z
00 0 Z
Cl
2 E
Q
NRCI-ENV-Ol-E - Must be submitted for all buildings
NRCI-ENV-E - Envelope (for all buildings)
NRCI-MCH-01-E - Must be submitted for all buildings
NRCI-MCH-E - For all buildings with Mechanical Systems
NRCI-PLB-01-E - Must be submitted for all buildings
NRCI-PLB-E - For all buildings with Plumbing Systems
NRCI-LTI-Ol-E - Must be submitted for all buildings
NRCI-LTI-E - Indoor Lighting (for all buildings)
Date Signed: 2024-11-12
License#: C87047
Project Location (city)
Climate Zone
Underground
Floor
Slab Type =Unheated slab on grade
Insulation Orientation =None
Insulation R-Value=none
Metal Standing Seam -1/16 in.

Vapor permeable felt -1/8 in.

OSB - Oriented Strand Board - 5/8 in.

Air - Cavity - Wall Roof Ceiling - 4 in. or
more
Composite-1
Gypsum Board -1/2 in.

Concrete - Part Grouted and Empty -125
lb/ft3 - 8 in.

Metal Standing Seam -1/16 in.

Vapor permeable felt -1/8 in.

OSB - Oriented Strand Board - 5/8 in.

Air - Cavity - Wall Roof Ceiling - 4 in. or
more
Date Signed: 2024-11-12
License #: C87047
Title:

O
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LU
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Concrete - Solid Grout -105 lb/ft3 - 8 in.

Cellular polyisocyan urate (unfaced) - 2 in.

R12
Concrete - Solid Grout -105 lb/ft3 - 8 in.

Cellular polyisocyanurate (unfaced) - 2 in.

R12
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NRCA-LTI-03-A - Automatic Daylight Controls.

NRCA-MCH-02-A - Outdoor Air must be submitted for all newly installed HVAC units. Note: MCH-02-A can be performed in conjunction with MCH-07-A Supply Fan VFD Acceptance (if applicable) since testing activities overlap MiniSplit HP 1.5TSEER21
NRCA-MCH-03-A - Constant Volume Single Zone HVAC
MiniSplit HP 1.5TSEER21
Documentation Author Signature: Blattew-ledalow
Signature Date: 2024-11-12
CEA/HERS Certification Identification (if applicable):

Phone: 530-275-3350
AuScheduke
130.2/02 /160 5)
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Construction
Type
F. OUTDOOR LIGHTING FIXTURE SCHEDULE_______________________________________________________________________________________ For new or altered lighting systems demonstrating compliance with 140.7/170.2(e)6 all new luminaires being installed and any existing luminaires remaining or being moved within the spaces covered by the permit application are included in the Table below. For altered lighting systems using the Existing Power method per 141.0(b)2L only new luminaires being installed and replacement luminaires being installed as part of the project scope are included (ie, existing luminaires remaining or existing luminaires being moved are not included).

Designed Wattage:
di z
5 1

LU ID IU
No
Economizer
Wilts per
lurrinairel?
Cutelf 8q."
6,200 intial
lumen otpet
1302(b)/
160.5(c14
NA: < 6200
lumens
X
0 y
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Single Zone Heat
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System
0 Z
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0 z <
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Office (250 square feet)
Computer Room
0 iE
<
PerSprofit
Areo
140.710/2
170.21e)6
(Sec Table Ml
1 I 0) IU
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SEER2 1
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SEER2 1
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General
Hardscape
Allowarce
140 AW/
170 2^)6
See Table 11
301
Heater Element
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CALIFORNIA ENERGY COMMISSION

NRCC-LTO-E
(Page 4 of 8)
11/12/2024

CALIFORNIA ENERGY COMMISSION

NRCC-LTO-E

CALIFORNIA ENERGY COMMISSION

NRCC-LTO-E
(Page 2 of 8)
11/12/2024
09 N/A

COMPLIES
AlS
Building Component
Envelope
Envelope
Mechanical
Q+
Must Comply with Allowances from 140.7 / 170.2(e)6
Is your alteration increasing the connected lighting load (Watts)? 0 Installed Lighting Power
(Watts)
Mise - Computer (not
printing)
Lighting Control Credits
(Watts) Area Category Footnotes
(Watts)
01 □
Area Category Footnotes
(Watts)
— o
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9 0
87 E
F
UJ
0 < 0.

MEo O K5OOL O855.

O — O . X —
—-m -09
Lithonia WF6 6"LED Wafer
14w LED (LF-1)
Computer Room
Building Totals:
1See Table 140.6-C
< m
—
Selections made by Documentation Author indicate which Certificates of Verification must be submitted for the features to be recognized for compliance. These documents must be retained and provided to the building inspector during construction and can be found online There are no Certificates of Verification applicable to this project Restroom Lighting
Office
Form/Title & System Name(s)
NRCA-LTI-02-A - Occupancy Sensors and Automatic Time Switch Controls.

A m J
Por
Appicatin
140.7(d/2/
170 AW
(5eeTableJ]
— 0) T ( CO co
r] s E E o ©
lose
05 Area Controls 130.1(a) &
160.5(b)4A
Required
Required
Required
07 Shut-Off Controls 130.1(c)
& 160.5(b)4C
Required
Required
Required
Esog t c (o 0
CIA02
Shut-Off Controls 130.1(c) & 160.5(b)4C
Required
%Mlle SO CALY
04 Area Category Primary
Function Area
06 Multi-Level Controls
130.1(b) & 160.5(b)4B
Required
Required
Required
Interlocks per 140.4(n)x
N/A
08 Primary Daylighting
130.1(d) & 160.5(b)4D
Required
Required
Required
09 Secondary Daylighting
140.5(d) & 160.5(b)4D
Required
Required
Required
01 Mandatory Demand Response 110.12(c)
NA
12/08/2022
VMP01CR
JOB CREATED:
9/9/2025 - LAST SAVED BY: npittman ON 9/9/2025 - LAST PRINTED: 9/9/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP01-Veterans Memorial Park, CA\VMP01-Veterans Memorial Park, CA -North-A- CU-250328.dwg TITLE 24 ENERGY COMPLIANCE DOCUMENTS
E7
TITLE 24 DOCUMENTS
303/06/2025CRUPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 291 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE

CALIFORNIA ENERGY COMMISSION CALIFORNIA ENERGY COMMISSION 2302-005 Carlsbad Veterans Memorial- North Building A 2302-005 Carlsbad Veterans Memorial- North Building A 2302-005 Carlsbad Veterans Memorial- North Building A 2302-005 Carlsbad Veterans Memorial- North Building AProject Name: Project Name: Project Name: Report Page:

Faraday & Whitman Way Date Prepared:

M. LIGHTING ALLOWANCE: PER SPECIFIC AREA DOCUMENTATION AUTHOR'S DECLARATION STATEMENT P DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE I certify that this Certificate of Compliance documentation is accurate and complete.o:
" Use it er lost Allwarce (selott all that apply) Ivetoct all that apply) Documentation Author Signature:

Blatteco- CUelaosI01 03 CM 05 06 07 10 2
CALCULATED ALLOWANCE (Watls] DESIGN WAITS
FormTirie"pechr Ares Type per TahlAru Dprriptno if n140 7-I Design Wstts NRCA-LTO-02-A - Must be submitted for all outdoor lighting controls except for alterations where controls are added to <= 20 luminaires.(it3)1 Calculated General Hardscape Lighting Power Allowance per Table 140.7-Afor Nonresidential & Hotel/Motel Covered Patio SalesCanopy 441 0.6 274.3 LF-1 14 15 210 210 os 03 0902 01 04 05 07
Total Design Watts for this Area: 210Arca Wattoge AJlwarce INWWA) mage Nlowance ILWA)Ur <S>r [1Total Allowance (Watts) All Areas: 210Arta Descr plion II unrated Area Perimeter Lersth If)
-EXP. 6-30-2027★ ★Entrances Side Walk 1269 0.021 26.6 121 0.2 24.2 51 4. 250
CIVI5.
301 Responsible Designer Signature:

O. DICLARATION RI QU JR 10 C( R Tine ATI $ 01 INSTALLATIONJ, LIGHTING ALLOWANE: PER APPLICATDOX This section does not apply to this project.

FomTitleIC LIGHTING ALLOWANCE: SALES FRONTAGE
NRCI-LTO-E - Must be submitted for all buildingsThis section does not apply to this project.

L. LIGHTING ALLOWANCI : ORNAMI NTAl
This section does not apply to this project.

Generated Date/Time: Generated Date/Time: Generated Date/Time: Generated Date/Time:Documentation Software: EnergyPro Documentation Software: EnergyPro Documentation Software: EnergyPro Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance

CALIFORNIA ENERGY COMMISSION CALIFORNIA ENERGY COMMISSION

NRCC-PLB-E
2302-005 Carlsbad Veterans Memorial- North Building A 2302-005 Carlsbad Veterans Memorial- North Building A 2302-005 Carlsbad Veterans Memorial- North Building AProject Name: Project Name: Project Name:
2 O8 (o
(O A2302-005 Carlsbad Veterans Memorial- North Building A Report Page: ( O)
Faraday & Whitman Way Date Prepared: H. DOMESTIC HOT WATER CONTROLS 0VEo o — 5 O O LO O855.

OwO.8
E. ADNTIONAL REMARKS G DOMESTIC HOT WATER DISTRIBUTION STSTEM A. GENERAL INFORMATIN This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. o “ p2?C I I I
c •Carlsbad01 Project Location (city | 02 ClmteZone 7 o 8 fbquirementNoMl03 Occupncy Types With nP
systems BNiteowNlirg unis, pire insaltion must meet the mnmum noalytion requirmems in Table 160.4 A lce ble) exepti• Support Areas X □ □01rce of the froirg penetration. FipirgthatFiping thot penetrates framing members shal not be required to have pipe insultion for the 2

8. PROTECT SCOPE o □ X02
0%03 04 OX Piping intAiled in interis or ecterior wals shal net bey mcured in hive ppr inurtson f all cf the recurements are met for complance with QualtyTAe tsble cludts dsmestit w pe of the permt sppic odo aed ore democtroting cheotn 1yS21 thet ove wilho the 5. mpliance usig the prestriptie paths cutleed in 140, © □ □ Xi 70.2) 141.0(aJflS0.L of 1410 180.2 for oddtots or Mtranors. Solf woltr beatig syitets are dctmeted on the NCC SAB compliance docament. CombinedN 01 hyaronit water hretng syster LMTVA □A O Smith ENT-50
□ □ X02 03 04
System Typel 13 1410 11 11 duul dwelling uis deuign indude manual oroff corrrols M sperified in Arfevenge(Ji Cri 12 □ □ XOSIndividual System (serving nonresidential spaces) 14M nmam Mrom StanibDuigrs Standby LowIqulpret Tyre I foency Uii Lott
Required1 FOOTNOTES: Point of use water heaters, or other non-central systems used to serve nonresidential spaces, are considered individual systems. nuilston thall be probected from CJnge. including that d.e !n winighk. tun, equiprert mu nterance, and wind Inulrtion raposed tr wrather shal □ □ X062Dwelling units refers to hotel/motel guest rooms and units in a multifamily residential occupancy. 100A[") Ppe inur no buried teaw grade muj be irtaled in a wier pront andis50 6,000 18 <= FHR<51 0.93 0.93 UEF 3 DHWsystems serving 2 or more dwelling units are considered "Central Systems" for multifamily occupancies TAME 120 -A, 100.-A PIPI INSULATION THICKNISS The fan rrolur shilbe dritn by a warable sored dri CRC COMPLIANCE RESULTS □ □ X07Nominal Pipe Diameter [h) Islation Mean Ratifg Terp | 1.5 10 €4 Mubfanily &Fluid Terpersture Rarge (‘F) <4por hoar poor ft" Hotel/Mol"F)Y No Meqakerat0301 per *I) Mrimum sltion Pezured □ □ KI06Urfirid ilorage tank iroulation ihalhir Intrmal • Exborra >K-16OK Entirnal >"M-3.5. Label recured pet 110 3018Dirbu. on Syitets CentrosDotuslie Hol Wab upten! 1.0 in or R-7.7 11.5 in or R-12.51105-140 0.22-0.28 100 1.5 in or R-11 2.0 in or R-16Cempliare Results state b.idng 60- of enen foe strvice water heati-g from she solar mer or recoveredenerper ii03|eisTable F Table G Table H 20Yes Yes Yes COMPLIES HLU
ol buidrgs <,0001-and s 4 slot4 mull nul a heat sunp water heatifg wilem pet 140.5(a1. Waltr heatife□ □71 LOo. EXCEPTIONAL CONOITIDNS ving an indiidual bathre ccul thtint watet hebetP This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. (
Generated Date/Time: Generated Date/Time: Generated Date/Time: Generated Date/Time:Documentation Software: EnergyPro Documentation Software: EnergyPro Documentation Software: EnergyPro Documentation Software: EnergyPro - y
©
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance

CALIFORNIA ENERGY COMMISSION
LO
2 2302-005 Carlsbad Veterans Memorial- North Building A 2302-005 Carlsbad Veterans Memorial- North Building AProject Name: Report Page:

Faraday & Whitman Way Date Prepared:

ENGINEERING CHECKS SYSTEM LOAD
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1 COIL COOLING PEAK COIL HTG. PEAKI DECLARATION OP REQUIRED CERTIFICATES OF INSTALLATION I certify that this Certificate of Compliance documentation is accurate and complete. Sensible 20,800 4,835Total Room Loads
- 20,800 0
Form/Titi
24284.4 198
NRCI-PLB-E - Must be submitted for all buildings 0 0Return Fan 17,200 100 937 900 100 3,841Ventilation
J. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE 61417,200 -614 There are no forms required for this project. 1.4 198 242

69.8 IC DECLARATION OF REQUIRED CERTIFICATES OF VERIFICATION I 5,9041172.0 1,215 8,546TOTAL SYSTEM LOAD
There are no forms required for this project.
0600 HVAC EQUIPMENT SELECTIONCFM per System

4. 600 MiniSplit HP 1.5T SEER2 16.5 EER2 10.85 HSPF2 14,073 2,852 15,912

2.435.
418.6
Responsible Designer Signature:

16.7% 14,073 2,852 15,912

0.41 1 I <Jan 1 AMTIME OF SYSTEM PEAKNote: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34 oF 64 oF 65 °F 97 °F
o
Outside Air
Heating Coil100 cfm
O
97 oF
0)ROOM J CD70 oF70 °F
00men J
0)Generated Date/Time: Generated Date/Time:Documentation Software: EnergyPro Documentation Software: EnergyPro LLICOOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak)CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance 76/62 oF 55 / 54 °F83/67 °F
I
MH VOutside Air
100 cfm Cooling Coil
ROOM | PLAN SET#47.4%
74 / 61 °F74 / 61 °F
moa J LU
DATE:

DRAWN BY:
(
SHEET NO.

PAGE NO.

Ee
Consumer Rated
Electric Storage
Capacity-weighted
Average Efficiency %
System
Name
Arcitional
Allwa-ce
A O Smith
ENT-50
Total Adjusted System Output
(Adjusted for Peak Design conditions)
E General
Hardscape
Allowance
Table I (below)
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Supply Fan
600 cfm
penetrates metal framing shal use gomnets. plugs, wrapping or other irsulatirg raverial to assure that no contact s made with the metal framing Insulxton shal abut securely against all framing merbers Narre D
mor Tag
Supply Fan
600 cfm
0 o
Compliance ID: EnergyPro-3895-1124-2313
Report Generated: 2024-11-12 11:30:16
Compliance ID: EnergyPro-3895-1124-2313
Report Generated: 2024-11-12 11:30:16
Compliance ID: EnergyPro-3895-1124-2313
Report Generated: 2024-11-12 11:30:16
a Controls
□ Controls
N. EXISTING CONDITIONS POWER ALLOWANCE [alterations onyl This section does not apply to this project.

Project Name:

Project Address:

Compliance ID: EnergyPro-3895-1124-2313
Report Generated: 2024-11-12 11:30:16
Compliance ID: EnergyPro-3895-1124-2313
Report Generated: 2024-11-12 11:30:16
Compliance ID: EnergyPro-3895-1124-2313
Report Generated: 2024-11-12 11:30:16
Compliance ID: EnergyPro-3895-1124-2313
Report Generated: 2024-11-12 11:30:16
Compliance ID: EnergyPro-3895-1124-2313
Report Generated: 2024-11-12 11:30:16
Project Name:

Project Address:

Compliance ID: EnergyPro-3895-1124-2313
Report Generated: 2024-11-12 11:30:16
Compliance ID: EnergyPro-3895-1124-2313
Report Generated: 2024-11-12 11:30:16
Project Name:

Project Address:

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Report Page:

Date Prepared:

Report Page:

Date Prepared:

Report Page:

Date Prepared:

Report Page:

Date Prepared:

Report Page:

Date Prepared:

Report Page:

Date Prepared:

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Date Prepared:

Gas Service
Water Heating
System >=
IMMBtu/h1
Date Signed:
2024-11-12
Date Signed:
2024-11-12
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NRCC-LTO-E
(Page 5 of 8)
11/12/2024

NRCC-PLB-E
(Page 5 of 6)
11/12/2024

NRCC-LTO-E
(Page 8 of 8)
11/12/2024
(Page 1 of 6)
11/12/2024
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mJ
□ Per
Application
Table J

NRCC-PLB-E
(Page 4 of 6)
11/12/2024
Selections have been made based on information provided in this document. If any selection have been changed by permit applicant, an explanation should be included in Table E.

Additional Remarks. These documents must be provided to the building inspector during construction and can be found online Table C will indicate if the project data input into the compliance document is compliant with water heating requirements. If this table says "DOES NOT COMPLY" or "COMPLIES with Exceptional Conditions" refer to Table D. or the table indicated as not compliant for guidance.

1. 2.

3. Selections have been made based on information provided in this document. If any selection has been changed by permit applicant, an explanation should be included in Table E.

Additional Remarks. These documents must be provided to the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP). For more information visit: http://www.energy.ca.gov/title24/attcp/providers.html This table is used to demonstrate compliance for nonresidential occupancies with distribution requirements in 120.3 and 140.5. For multifamily and hotel/motel occupancies, compliance is demonstrated with requirements 110.3(c), 160.4,170.2(d).

Mandatory Pipe Insulation All Occuporcies
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1 FOOTNOTES: See Table 140.7-B/Table 170.2-S for rules for calculating the specific areas (ft2 for these additional lighting allowances. 2 For luminaires indicated in Table F as linear, wattage in column 07 is W/lf instead of Watts/luminaire. Total linear feet should be indicated in column 08 instead of number of luminaires.

This table includes areas using the wattage allowance per specific area from Table 140.7-B /Table 170.2-S. More than one specific area allowance may be taken in a single project, if applicable. However, multiple specific area allowances may not be taken for the exact same area on the site.

Contustty
Ringe IDtu-in
Selections have been made based on information provided in this document. If any selection has been changed by permit applicant, an explanation should be included in Table E.

Additional Remarks. These documents must be provided to the building inspector during construction and can be found online O Z
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The information provided on this Certificate of Compliance is true and correct.

I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.

I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy.

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This document is used to demonstrate compliance for nonresidential occupancies with requirements in 110.1,110.3,120.3, and 140.5, and with requirements in 141.0 for additions and alterations, for domestic water heating scopes using the prescriptive path. For high-rise residential and hotel/motel occupancies compliance is demonstrated with requirements in 110.1,110.3,160.4 and 170.2(d), and with requirements 180.1 for additions and 180.2 for alterations.

The information provided on this Certificate of Compliance is true and correct.

I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
u

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
Z
A

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
This table is used to demonstrate compliance with control requirements in 110.3 for all occupancies. For multifamily residential and hotel/motel occupancies, compliance is also demonstrated with requirements in 160.4(e)/ 170.2(d).

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[Watts]
Ieminure
Name Of
tern Tug
Phone:
530-275-3350

STATE OF CALIFORNIA
Domestic Water Heating System

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Domestic Water Heating System

CERTIFICATE OF COMPLIANCE
Phone:
530-275-3350

STATE OF CALIFORNIA
Domestic Water Heating System

CERTIFICATE OF COMPLIANCE
Airflow (cfm)
Airflow (cfm/sqft)
Airflow (cfm/Ton)
Outside Air (%)
Outside Air (cfm/sqft)
For recircelation wthens verving indi
Append * RA 4 9 per 170 25 •
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instiled with s cover ursble for cutdon: rvre per 120 35) s-cruthshi rUnor Uerw
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8 STATE OF CALIFORNIA
Domestic Water Heating System

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Domestic Water Heating System

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Domestic Water Heating System

CERTIFICATE OF COMPLIANCE
Responsible Designer Name:

Ralph Hall
Company:

PSE Consulting Engineers, Inc.

Address:
250 Main St.

City/State/Zip:

Klamath Falls OR 97601
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2 Responsible Designer Name:

Ralph Hall
Company:

PSE Consulting Engineers, Inc.

Address:
250 Main St.

City/State/Zip:

Klamath Falls OR 97601
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L LIGHTING POWER ALLOWANCE iper 140.7 / 1702[e»)
This table includes areas using allowance calculations per 140.7/ 170.2(e). General Hardscape Allowance is per Table 140.7-A/Table 170.2-R while "Use it or lose it" Allowances are per Table 140.7-B/Table 170.2-S. Indicate which allowances are being used to expand sections for user input. Luminaires that qualify for one of the "Use it or lose it" allowances shall not qualify for another "Use it or lose it" allowance.

Outdoor lighting attached to multifamily buildings and controlled from the inside of a dwelling unit are included in Table H. and are not included here. All other multifamily outdoor lighting is included here.
1FOOTNOTE: In systems >= IMMBtu/h with multiple units, gas water heaters with input capacity > 100,000 Btu/h may meet 90% Et requirements via an input capacity-weighted average.

Water Heating Equipment All Occupancies
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Table L
Kot
Asp ieazle
License:

C87047
Phone:
541-850-6300
License:

C87047
Phone:
541-850-6300
8 F DOMESTIC NOT WATER LQUIPMENT
This table is used to demonstrate compliance with mandatory equipment requirements in 110.1 and 110.3. Compliance with prescriptive requirements in 140.5(c)/ 170.2(d) must also be demonstrated and with 141.0/180.1/180.2for addition and alteration scopes.

Equipmert Schedale: Water Heating Efficiency ard Stancby loss Wats per
Luminaire
Con struston cocum-ts require marifacturer cert first in that yrvke watee-hewt’ng wterr ace erulppes with autonati verpersture controh copahe of adjuting temperature vetting: per 1 10. Ja J witemy with caparhy > 107,000 ITLH equipped wr” cutkt terrpersture controh per l ld J(c)l unIm cowered by Cal fora Plurhing Code‘11.0,
Control for crulsting pumps or electrical hew; trace TVerr are capab k of sutomatkaly turning off the witem per 11103//2 urlest witerm verves healthcare bal ty
for recirculation witemnt verving rubipe dwelling units deuign incuges auborrer c pump controls per 170.2[) or 110 ti^l for ad tims
Supply Fan
Supply Air Ducts
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Documentation Author Name:

Matthew Weldon
Company:

Regerfour LLC dba 5 Star Energy
Address:
1878 Saltu
City/State/Zip:

Redding Ca 96002

RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:

Documentation Author Name:

Matthew Weldon
Company:

Regerfour LLC dba 5 Star Energy
Address:
1878 Saltu
City/State/Zip:

Redding Ca 96002

RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:

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Number of Systems
Heating System
Output per System
Total Output (Btuh)
Output (Btuh/sqft)
Cooling System
Output per System
Total Output (Btuh)
Total Output (Tons)
Total Output (Btuh/sqft)
Total Output (sqft/Ton)
Air System
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Table K
5 %
Initial Wattage Allowance for Entire Site (Watts):

Instances of Initial Wattage Allowance (LZ 0 only)1
Total General Hardscape Allowance (Watts):

Signature Date:
2024-11-12
CEA/ HERS Certification Identification (if applicable):

Date
11/12/2024
Floor Area
247
Signature Date:
2024-11-12________________
CEA/ HERS Certification Identification (if applicable):

HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
Project Name
2302-005 Carlsbad Veterans Memorial- North Building A
System Name
MiniSplit HP 1.5T SEER2 16.5 EER2 10.85 HSPF2 7.90
X Per Specific
Area
Table M
Mx GPM Firyi
Hout R.uting
(FeR.)
Latent
316

CALIFORNIA ENERGY COMMISSION

NRCC-LTO-E
(Page 6 of 8)
11/12/2024

CALIFORNIA ENERGY COMMISSION

NRCC-LTO-E
(Page 7 of 8)
11/12/2024

CALIFORNIA ENERGY COMMISSION

NRCC-PLB-E
(Page 2 of 6)
11/12/2024

CALIFORNIA ENERGY COMMISSION

NRCC-PLB-E
(Page 6 of 6)
11/12/2024

CALIFORNIA ENERGY COMMISSION

NRCC-PLB-E
(Page 3 of 6)
11/12/2024
0 Z
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3,957
Combutns ak postive thut-off that be provided per 100.4[3) on al newly iestaird commedal bollers a folows; • flak tv wih input capachy >’ 25 MMIt/n, in which the boler is cetigned to operone with a rorposhive went static preare
• Bolers where one iLack servus two or more bulers with a tocaal corrbned irp.t captily pur stack of 2.5 MMB. -/h.

Bulef combustien ait faro with frole == 10 Ip shall mett ene cl th fullzwig 09 "I I
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Sy stens/spaces To Be AtW
Verifed
Entry Lighting;
gelatien valves for imtantaneos walar heater with inpat ratirg >68 MBTUH or 2 kW Man bei ipecfer per 110.3[e)6 me-per ~ 97 PnP—
at
♦ The fan motor shilinclade cortrots thot lime the fas moor demand to <-30% of the total dese wattage at 50% of the ___dessorvolume.___________ ________________ _____ ___________ Nemly installed bollors with an input capaoiy (d ge] SMMEuh and a steady state ful load combustion eft clency < 900 shal maitain espess (stack gas) avyzen concercrations ca 5% ty volame or* 1 dry bosis over firirg rates of 20 100% Corebastion air volume shall be controlled with respent to frirg rate or flue gas oxygen concentration Use of a common gas ard combust on ait cortrol Inkage or Hc shaft is prohibited.
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01 Sywem Corpanent
E Equipment E Distribution
□ Equipment □ Distribution
Arca Alowane
(wants)
Exception to 140.5(c)/
170.2(d)3
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My sroject coms ntt of [check all that applye
E New system (DHW system being installed for the first time) □ System Alteration (equipment, distribution or controls) 3 55 / 54 °F
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Imib,on inyslation (Qi) at worchfd in the Rxterence Resdeno Append AAJ‘ • Piig surrounded with a f it t mu of 1 inch of wal imulon, 2 inches of crawbpace irulation, of 4 inches of attic imulos, shall net be resured to have pipe iroulation.
for systerm servi-e for residertial spaces, pie nultion fer the folowirg applications d ipecied to comply with Table 120.3 A (ice below] per 120.3:
• Brcicelatig waltm p pr. including sapel and return plig cl the water heater • The first She# Mt ard cold outlet plpirg. nouding between storage tank and rext trap, for a notreorcuating storage system • Pipes that ar exernly hesbed
005 L — 5 3 — E C S Co E Mogdt0
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: 77/62 oF
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1. 2.

3. Allowed Duns ty
(wn
Jul 3 PM |
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Lireur Allwarce
(wazi)
12/06/2022
VMP02CR
JOB CREATED:
9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP02-Veterans Memorial Park, CA\VMP02-Veterans Memorial Park, CA -North-B- CU-250328.dwg

COVER SHEET
G0
COVER SHEETG1

GENERAL NOTES
G2

DESIGN CRITERIACODE SUMMARY
GPAGE
A1A2A3A4
S7S8aS8bS9
A5
PEa
RE9

DATEBYDESCRIPTION
311/14/24CRA3.1,S8.1,S8.5,S8.6,S8.7,S8.8,S9.1,S10.2,S10.3211/01/24CRG0,A4.1,A4.3,A5.1,S8.4E1,E2,E4REVISION SCHEDULE101/26/23CRG2,S7.2,S8.1,S8.2,S8.3,S8.6,S8.8,S9.1,S10.2,E1,E2,E4 PROJECT I.D. :PROJECT INFORMATIONCITY / STATE:SITE ADDRESS:PROJECT NAME:VETERANS MEMORIAL PARK - NORTH BLDG "B"VMP02FARADAY AVENUE AT WHITMAN WAYCARLSBAD, CA 92008

SHEET SCHEDULESHEETCONTENTS
A5.1DOOR SCHEDULE
G1GENERAL NOTES / SYMBOL LEGENDA1.1FLOOR PLAN
S7.1FOUNDATION PLANS8.2STRUCTURAL CMU REBAR LAYOUT
S10.1ROOF CONNECTION DETAILS
A5.2DOOR DETAILS
A2.1EXTERIOR ELEVATION VIEWSG2DESIGN CRITERIA AND CODE SUMMARY A3.1SECTION VIEWS
S7.2FOUNDATION DETAILS
S9.1ROOF FRAMING PLAN
A4.1WALL FINISH SCHEDULE (INTERIOR/EXTERIOR)
S7.3FOUNDATION DETAILSS8.1STRUCTURAL CMU PLANS8.3STRUCTURAL CMU DETAILS E1ELECTRICAL SCHEDULEE3ELECTRICAL RISER DETAILS
A2.2EXTERIOR ELEVATION VIEWS
S8.4STRUCTURAL CMU ELEVATION VIEWSS8.5STRUCTURAL CMU ELEVATION VIEWS E2ELECTRICAL PLANE4ELECTRICAL PANEL SCHEDULE
A4.2WALL FINISH DETAILS
S10.2ROOF CONNECTION DETAILSS10.3ROOF CONNECTION DETAILS G0TITLE PAGE, SHEET & REVISION SCHEDULE

CODES AND STANDARDS

SPECIAL INSPECTIONS

FREQUENCY OF INSPECTIONCONTINUOUS
-
---
-
-

PERIODIC
X
X
XXX
X
X
REFERENCE CRITERIAACI 530 /
-
-
-
-
ACI 530.1 /
ART. 2.1, 2.6A
ART. 3.4/ 3.6A
ART. 2.4, 3.4
-ART. 1.8C, 1.8D
ART. 3.2D, 3.2 F
ASCE5ASCE6
--
SEC. 1.16.4.3, 1.17.1

INSPECTION LOCATIONINHOUSEFIELD
-X
-X
-X -X -X
-X
-X
-X

1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS-X-ART. 1.5-X TMS 402 /TMS 602 /

2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE INCOMPLIANCE:

B. CONSTRUCTION OF MORTAR JOINTS-X-ART. 3.3 B-X D. LOCATION OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONSAND ANCHORAGES3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:

IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIEDMANUFACTURER'S CERTIFIED MILL TEST REPORTS

FREQUENCY OF INSPECTIONCONTINUOUS--

PERIODICXX
REFERENCE CRITERIAREFERENCED STANDARDAISC 360 SECTION A3.3CBC REFERENCE-- IN THE APPROVED CONSTRUCTION DOCUMENTS-X- X-

INSPECTION LOCATIONINHOUSEFIELD
SEISMIC DESIGN DATA:

DESIGN LOADS
ROOF:ROOF: DEAD LOADWALL DEAD LOADIBC SEISMIC DESIGN CATEGORYDESIGN WIND SPEED (ULTIMATE)ALLOWABLE SOIL BEARINGEXPOSURE MPHPSFPSFPSF PSF
LOADLIVE201581D100C2000WIND DESIGN :

OCCUPANCY CLASS.:CONSTRUCTION:AREA: ______ FT2 AREA ALLOWABLE: _______FT2 HEIGHT: _ STORYHEIGHT ALLOWABLE: _ STORYOCCUPANT LOAD: ___ CODE SUMMARY:UVB3805500113
2022 CALIFORNIA BUILDING CODE (CBC), TITLE 24 PART 2 (BASED ON 2021 IBC)2022 CALIFORNIA ELECTRICAL CODE, TITLE 24 PART 3 (BASED ON 2020 NFPA, NEC)2022 CALIFORNIA MECHANICAL CODE, TITLE 24 PART 4 (BASED ON 2021 UMC)2022 CALIFORNIA PLUMBING CODE, TITLE 24 PART 5 (BASED ON 2021 UPC)2022 CALIFORNIA BUILDING ENERGY CODE, TITLE 24 PART 62022 CALIFORNIA FIRE CODE, TITLE 24 PART 9, (BASED ON 2021 IFC)2022 CALIFORNIA GREEN BUILDING STANDARDS CODE2025 CARLSBAD MUNICIPAL CODE 1S10.1DETAILNAME

SYMBOL LEGEND

DETAIL REFERENCE

BUILDING SECTION
SHEET NO.DETAIL NO.
1A3.1
2 1

RECYCLERECYCLE ALL USED SHIPPINGMATERIALS AND LEFT OVERBUILDING MATERIALS 3 1A1.4DETAIL CALLOUT

GENERAL NOTES
ELEVATION VIEW1A2.1

VENT NUMBER ORWINDOW NUMBER - SEEAPPLICABLE SCHEDULEDOOR NUMBER - SEEAPPLICABLE SCHEDULE

WOOD FILLER WALL - SEEAPPLICABLE SCHEDULE

INTERIOR ELEVATIONREFERENCE
1S10.1DETAILNAME
ABANCHOR BOLTACTADULT CHANGING TABLEAFFABOVE FINISHED FLOORATSAUTOMATIC TRANSFER SWITCHBNBOUNDARY NAILBOTBOTTOMBPBREAKER PANELCJCONTROL JOINTCLCENTER LINECOCLEAN OUTCMUCONCRETE MASONRY UNITdbNOMINAL BAR DIAMETERDDDIAPER DECKDIADIAMETERDISCDISCONNECTEMELECTRIC METERENEND NAILEWEACH WAYFAFREE AIRFDFLOOR DRAINFFFINISHED FLOORFGFINISHED GRADEFNFIELD NAILFRPFIBERGLASS REINFORCED PANELGBGRAB BARGLBGLUE LAMINATED BEAMHBHOSE BIBBHDHAND DRYERHMHOLLOW METAL (DOOR)HSSHOLLOW STRUCTURAL SECTIONSHTRHEATERHYPHYPOTENUSEI.S.INSTALLER SUPPLIEDKSIKIPS PER SQUARE INCHLSTRUCTURAL STEEL ANGLELAVLAVATORYLFLIGHT FIXTUREMBPMAIN BREAKER PANELMDMAIN DISCONNECTMINMINIMUMMIRMIRROR MOMASONRY OPENINGMRMETAL ROOFINGMSMILD STEELNDNAPKIN DISPOSALNTSNOT TO SCALEOCON CENTEROCEWON CENTER EACH WAYOSBORIENTED STRAND BOARDPPHOTO EYEPCCPORTLAND CEMENT COMPANYPENPANEL EDGE NAILINGPLPLATEPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPTPRESSURE TREATEDPTDPAPER TOWEL DISPENSERPVPHOTO VOLTAICR4SROUGH FOUR SIDESREQDREQUIREDROROUGH OPENINGS4SSURFACED FOUR SIDESSCHSCHEDULESDSOAP DISPENSERSIPSTRUCTURAL INSULATED PANELSJSAW JOINTSMSHEET METALSNSHEAR NAILINGSSSTAINLESS STEELTBDTO BE DETERMINEDT&BTOP & BOTTOMT&GTONGUE & GROOVETLTTOILETTPTOILET PAPER DISPENSERTSTIMER SWITCHTSCDTOILET SEAT COVER DISPENSERTYPTYPICALUNOUNLESS NOTED OTHERWISEVBVAPOR BARRIERVTRVENT THROUGH ROOFWHWATER HEATERWWMWOVEN WIRE MESHW/WITH A2.3EXTERIOR ELEVATION VIEWSA2.4EXTERIOR ELEVATION VIEWS P1PLUMBING SCHEDULEP2PLUMBING PLAN
A6A6.1VENT SCHEDULEA6.2VENT DETAILSA5.3ROLL-UP DOOR SCHEDULEA5.4ROLL-UP DOOR DETAILS S8.4STRUCTURAL CMU DETAILSS8.6STRUCTURAL CMU ELEVATION VIEWSS8.7STRUCTURAL CMU ELEVATION VIEWS 101/26/2023CRSTRUCTURAL & ELECTRICAL REVIEW211/01/2024CRUPDATING PER COMMENT LOG311/14/2024CRUPDATING PER STRUCTURAL 403/04/24CRG0,G2,A1.1,A2.4,A5.3,A6.1,S7.1,S7.2,S7.3,S8.1,S8.7E5,E6 403/04/2025CRUPDATING PER COMMENTS
EbE5TITLE 24 ENERGY COMPLIANCE DOCUMENTSEcE6TITLE 24 ENERGY COMPLIANCE DOCUMENTS503/14/2025TYS7603/28/2025CRG0,S7.1 503/14/2025TYUPDATING PER COMMENTS603/28/2025CRUPDATING PER GEOTECH COMMENTS G3

DESIGN CRITERIACODE SUMMARY
G3DESIGN CRITERIA AND CODE SUMMARY
709/10/2025NPUPDATING PER COMMENT LOG
709/10/2025NPG2, P2, P3P3PLUMBING PLAN
09/10/2025
CIP4609 DWG546-1A
Sheet 292 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE O' O5 II.
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EXPOSURE: C Yes [7] N/A< 2 < 200 IDS1: 0.365
INTERNAL PRESSURE COEFE = ±0.18SITE CLASS: D
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or 18.21.050
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Energy Score:_____________
Efficiency Measures included in scope:

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JOB CREATED:
9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP02-Veterans Memorial Park, CA\VMP02-Veterans Memorial Park, CA -North-B- CU-250328.dwg

FLOOR PLAN
15'-4"
25'-4"11'-4" 14'-0"
12'-0"13'-4"
9'-4"6'-0"
R6'-0"
1FLOOR PLAN- BLDG. BSCALE: 1/4" = 1'-0"ABCD
AA2.1
CA2.3
BA2.2
1'-4"6'-0"5'-4"~5'-6" OPENING
DA2.4
A1.1

FLOOR PLAN
6'-0" CMU OPENING13'-4"
WALL TYPE SCHEDULE8" REINFORCED CONCRETEMASONRY BLOCK WALL WITHMORTAR JOINTS, GROUTED SOLIDALL CELLS RUNNING BOND PATTERN.6'-8"M.O.

HB-1
HB-1
BP
1'-4"12'-8"M.O.
1'-4"
FUTURE EV40 AMPS
ALPINE COMBI 3000VENDING MACHINE(BY OTHERS)72"H X 29.5"W X 38"D MVP10CPVENDING MACHINE(BY OTHERS)76"H X 46.5"W X 34.75"D MVP10CPVENDING MACHINE(BY OTHERS)76"H X 46.5"W X 34.75"D ELEC.

STORAGEGOLF CART &EQUIP. STORAGE

LOCKABLE STORAGECABINET, BY OTHERS
HB-1
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BP
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110/18/2024CRDESIGN COMMENTS (DATED 09/30/24)
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EXTERIOR LIGHTSENSOR/CONTROL
10'-0"M.O.
311/14/2024CRUPDATING PER STRUCTURAL
OCCUPANT LOADSPACEFUNCTION OF SPACE PERIBC TABLE 1004.1.1MAXIUMUM FLOOR AREAALLOWANCES PEROCCUPANT PER IBCTABLE 1004.5SPACE AREAPROPOSEDOCCUPANTSGOLF CART & EQUIP.STORAGESTORAGE & MECH ROOM300 GROSS177 FT²1OCCUPANT STORAGESTORAGE & MECH ROOM300 GROSS87 FT²1OCCUPANT ELEC. ROOMSTORAGE & MECH ROOM300 GROSS51 FT²1OCCUPANT 403/04/2025CRUPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 293 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE ±AN
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EXTERIOR ELEVATIONS
A2.1
EXERTIOR ELEVATIONSA2.2

EXTERIOR ELEVATIONS
30'-8"
30'-8"
15'-4"
CELEVATION VIEW- BLDG. BSCALE: 1/4" = 1'-0"
12'-0"
AELEVATION VIEW- BLDG. BSCALE: 1/4" = 1'-0"BELEVATION VIEW- BLDG. BSCALE: 1/4" = 1'-0" ~14'-4 7/8"
~10'-11 15/16"
8'-8" CMU~5'-6" OPENING~7'-7 7/8" OPENING
FG FG15'-4"
DELEVATION VIEW- BLDG. BSCALE: 1/4" = 1'-0"
A2.3
EXERTIOR ELEVATIONSA2.4

EXTERIOR ELEVATIONS
2 HB-1
6'-8"M.O.12'-8"M.O.
4 8"
12'-0" HB-18"
FG
FG
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24" O.H.
2"
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8'-11"
8'-8"
1SHIPLAP (9" EXPOSURE) SOFFIT FINISH, EXTERIOR ONLY
STONE VENEER SIDING OVER8" X 16" CMU CONCRETE BLOCKWALL FULLY REINFORCEDRUNNING BOND PATTERN VERTICAL HARDIE SHIPLAP (9" EXPOSURE)SIDING OVER 8" X 16" CMU CONCRETEBLOCK WALL FULLY REINFORCED RUNNINGBOND PATTERN VERTICAL HARDIE SHIPLAP (9" EXPOSURE)SIDING OVER 8" X 16" CMU CONCRETEBLOCK WALL FULLY REINFORCED RUNNINGBOND PATTERNSTONE VENEER SIDING OVER8" X 16" CMU CONCRETE BLOCKWALL FULLY REINFORCEDRUNNING BOND PATTERN STAND N' SEAM METAL ROOFING"ALL ROOFING SHALL HAVECLASS A FIRE CLASSIFICATION." 12'-8" X 6'-8" ROLL-UP GATE
STEEL W1045 I-BEAM
VERTICAL HARDIE SHIPLAP (9" EXPOSURE)SIDING OVER 8" X 16" CMU CONCRETEBLOCK WALL FULLY REINFORCED RUNNINGBOND PATTERNSTONE VENEER SIDING OVER8" X 16" CMU CONCRETE BLOCKWALL FULLY REINFORCEDRUNNING BOND PATTERN STEEL W1045 I-BEAM
DARK GRAY CONCEPTUAL SIGNTO BE DEVELOPED BY OTHERS,SEE C2/A2.3 13'-0 1/4" LF-1
LF-1
EXTERIOR DOWNLIGHTSMOUNTED IN SOFFIT, TYP.(6)
EXTERIOR DOWNLIGHTSMOUNTED IN SOFFIT, TYP.(4)
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EXTERIOR SIDING REMOVEDFOR CLARITY
3'-5 1/16"3'-3 7/8"5'-2 3/4"
1'-6 1/4"2'-10 5/8"
7'-6 9/16"7'-8 7/8"3'-11 1/16"1'-0 1/2"

VETERANSMEMORIALPARK

VETERANSMEMORIALPARK
110/18/2024CRDESIGN COMMENTS (DATED 09/30/24)
6'-0"
6'-0" 10'-0" X 6'-8" ROLL-UP DOOR
403/04/2025CRUPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 294 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 4Y
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—
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS.

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SECTION VIEWS
A3.1

SECTION VIEWS
25'-4"
1SECTION VIEW - BLDG. BSCALE: 1/4" = 1'-0"
FG FG13'-4 3/8"10'-0 3/4"
12'-8"
11'-10 13/16"STORAGEGOLF CART &EQUIP. STORAGE
10'-0"
1S7.2FOUNDATION DETAIL1S7.3THICKENEDSLAB @ WALL
GABLE FASCIAGLULAM 1 1/2" X 18"GABLE RIM BOARDGLULAM 1 1/2" X 14" 8" X 16" CMU CONCRETE BLOCKWALL FULLY REINFORCEDRUNNING BOND PATTERN 34'-10 1/16" ROOFING LENGTH
1S10.2PEAK CONNECTION1S10.3INTERIORBLOCKINGCONNECTION 1S10.1EAVECONNECTION 11'-8 7/16"34'-7 1/16" T&G LENGTH121
10'-5 1/2"
R761'-9 3/4"R765'-11 1/16"
311/14/2024CRUPDATING PER STRUCTURAL
09/10/2025
CIP4609 DWG546-1A
Sheet 295 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE -
/
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SHEET TITLE:

BYREV DATE DESCRIPTIONPROJECT:

VETERANS MEMORIAL PARK 5A
NORTH BLDG "5
II
R©MTEC
9 2
CARLSBAD, CALIFORNIA PSE Consulting Engineers, Inc.
(J
5559
PAGE TITLE: yROMTEC #223-005
*
© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS.

WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

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Phone: (541) 850-6300 'Fax: (541) 850-6233
info@structure1 .com
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JOB CREATED:
9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP02-Veterans Memorial Park, CA\VMP02-Veterans Memorial Park, CA -North-B- CU-250328.dwg

INTERIOR WALL FINISH PLAN
A4.1
WALL FINISH SCHEDULEA4.2

SIDING DETAILS
A4.3

SIDING DETAILS
ABCD 1WALL FINISH PLANSCALE: 1/4" = 1'-0"
FINISH SCHEDULENO.LOCATIONFINISHDETAIL EXTERIOR SIDEOF CMUAPPLY BLOCK SEALER TO CMUSURFACES. INSTALLER TO APPLY 2COATS OF RAIN GUARD BLOK LOKOR EQUAL PER MANUFACTURE'SINSTALL INSTRUCTIONS (INSTALLERSUPPLIED)EXTERIOR WALLSIDING OVER 8" SMOOTH FACEREINFORCED CONCRETE MASONRYBLOCK WALL W/ MORTAR JOINTS,GROUTED SOLID ALL CELLS RUNNINGBOND PATTERN.REFER TO EXTERIORELEVATIONS SHEETSA2.1-A2.4 FOR SIDINGTYPE & LOCATIONSINTERIOR WALLPRIMED & (2) COATS OF EPOXY PAINTCMU WALLS FLOOR TO CEILING(INSTALLER SUPPLIED)CEILING2X6 T&G TO BE SEALED WITH CLEARCOAT (INSTALLER SUPPLIED)FLOOR W/ 6"INTEGRAL COVEBASEAPPLY VAPOR CONTROL 1P PRIMERTHEN EPOXY FLOOR WITH COROTECHSOLID V440, COROTECH V155 ANDAGGREGATE V630 OR EQUAL. 1 23

GROUT AROUNDTRIMSTONE
6 5/8"
R.O.INSTALL (2) 6" x 8" x 2"
TRIMSTONE W/ 6 5/8" x 5 3/4"ROUGH OPENING (CENTEREDON BOTH TRIMSTONES) WALL HYDRANT LOCK BOXHB-1

SILICON AT EDGES OF THELOCK BOX
INSTALL (2) 6" x 8" x 2"TRIMSTONE W/ 6 5/8" x 5 3/4"ROUGH OPENING (CENTEREDON BOTH TRIMSTONES)WALL HYDRANT LOCK BOX HB-1MECH ROOM
2WALL HYDRANT STONE DETAILSCALE: 1 1/2" = 1'-0"
FUTURE EV40 AMPS
ALPINE COMBI 3000VENDING MACHINE(BY OTHERS)72"H X 29.5"W X 38"D MVP10CPVENDING MACHINE(BY OTHERS)76"H X 46.5"W X 34.75"D MVP10CPVENDING MACHINE(BY OTHERS)76"H X 46.5"W X 34.75"D ELEC.

STORAGEGOLF CART &EQUIP. STORAGE

LOCKABLE STORAGECABINET, BY OTHERS
HB-1
HB-1
BP
1 2
3 PUSH UP
4 1LOUVER
3 3
12 3
33 3
12 12
12 33
3 33
3 3 12
12 2" EXTERIOR WALL FURRING DETAILSCALE: 1/4" = 1'-0"
2A4.21x4 PT FURRING STRIPSVERTICAL @ 16" o.c. HORZ.TOP & BOTTOM FASTEN W/1/4" x 3" GALV. SPLITANCHOR BOLTS @ 16"OC MAX.SMOOTH FACE REINFORCEDCMU WALL. INSTALLER TO SEALCMU PER FINISH SCHEDULE ONSHEET A4.1 BEFOREINSTALLING FURRING STRIPS. 1 FIBER CEMENTVERTICAL SHIPLAPSIDING1x4 PTFURRING
15# BLDG.PAPEROVER7/16" OSBSHEATHING EXTERIOR FINISH CEMENT FIBER SHIPLAP SIDING1x4 FURRING STRIPS - ANCHORED TO CMU WALL W/ 1/4" x 3" GALV. SPLIT ANCHOR BOLTS @ 16"oc MAX.7/16" OSB SHEATHING - ATTACH W/ 1" STAPLES INTO FURRING STRIPS @ 12"oc MAX. COVER W/ 15# PAPERFIBER CEMENT VERTICAL SHIPLAP SIDING (9" EXPOSURE)- BLIND NAILING METHOD - ATTACH W/ 1" ROOFING NAIL(1" FROM FLAT EDGE) @ 24"oc W/ MAX. 2" FROM END.5/4x4 FIBER CEMENT TRIM - ATTACH WITH 2" GALV. 1 1/2" MIN.1 1/2" MIN.INTEGRAL OUTSIDECORNER - OC20 FASTENTO SHEATHING W/ #6 X 11/4" BUGLE SQ. DRIVE SS.SCREW @ 16" O.C. 2CMU CORNER FINISH DETAILSCALE: 3" = 1'-0"
1VERTICAL TRANSITION DETAILSCALE: 1 1/2" = 1'-0"APPLY FOAM BACKER RODAPPROX 1/4" BEAD OF SEALANT NOTE: INTERIOR &EXTERIOR SIDING,SEE SHEET A4.2
J-CHANNEL - T20 FASTEN TOSHEATHING W/ #6 X 1 1/4" BUGLESQ. DRIVE SS. SCREW @ 16" O.C.1x4 PT FURRING15# BLDG. PAPER OVER7/16" OSB SHEATHINGFIBER CEMENT VERTICALSHIPLAP SIDING2 11/01/2024CRUPDATING PER COMMENT LOG
09/10/2025
CIP4609 DWG546-1A
Sheet 296 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE —
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. \
© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS.

WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
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9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP02-Veterans Memorial Park, CA\VMP02-Veterans Memorial Park, CA -North-B- CU-250328.dwg STRUCTURAL PLAN & DETAILSS8.5

STRUCTURAL

CMU WALL ELEVATIONS
S8.6

STRUCTURAL

CMU WALL ELEVATIONS
S8.7

STRUCTURAL

CMU WALL ELEVATIONS
S8.8

STRUCTURAL

CMU WALL ELEVATIONS
15'-4"
B
CMU ELEVATION VIEW - BLDG. B
SCALE: 1/4" = 1'-0"
FG FG
15'-4"
D
CMU ELEVATION VIEW - BLDG. B
SCALE: 1/4" = 1'-0"
2 12'-8"
M.O.
3 9'-11 3/16" @ GABLE END
FGFG
8" X 16" CMU CONCRETE BLOCK WALL

FULLY REINFORCED RUNNING BOND

PATTERN
8" X 16" CMU CONCRETE BLOCK

WALL FULLY REINFORCED

RUNNING BOND PATTERN
12'-8" X 6'-8" ROLL-UP GATE
8'-8"
10'-0"
3 S8.3

CMU REBAR
PLACEMENT, TYP.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 2
A5.4
LINTEL

DETAIL,
TYP.
3 A5.4

DOOR CASING,
TYP.
12'-8"
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 1
A5.2

DOOR HEADER,
TYP.
2 A5.2

DOOR JAMB,
TYP.
2 S8.3

CMU END
DETAIL, TYP.
1 S8.3
8" CMU

CORNER,
TYP.
1 S8.3
8" CMU

CORNER,
TYP.
#5 VERTICAL BARS @ 16" O.C. AND
#4 HORIZONTAL BARS @ 16" O.C.
1 01/26/2023 CR STRUCTURAL & ELECTRICAL REVIEW
12'-6 1/4" CMU @ GABLE WALL
3 S8.3

CMU REBAR
PLACEMENT, TYP.
30'-8"
9'-11 3/16" CMU @ GABLE WALL
6'-0"
HB-1
FG
8'-8"
1 121
10'-0" X 6'-8" ROLL-UP DOOR

STEEL FRAMED WIRE WEAVE

MESH VENT
12'-11 1/2" CMU @ GABLE WALL
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 30'-8" 6'-0"
8'-8" CMU
~6'-0" M.O.

OPENING FGFG
121
1 S8.4

WING WALL
CAP, TYP.
2 S8.4

STEEL BEAM,
TYP.
12'-11 1/2" CMU @ GABLE WALL
8"
1 9'-11 3/16" CMU @ GABLE WALL
C
CMU ELEVATION VIEW - BLDG. B
SCALE: 1/4" = 1'-0"
1 A5.2

DOOR HEADER,
TYP.
2 A5.2

DOOR JAMB,
TYP.
2 S8.3

CMU END
DETAIL, TYP.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 1
S8.3
8" CMU

CORNER,
TYP.
3 S8.3

CMU REBAR
PLACEMENT, TYP.

HB-1
1 S8.4

PRIVACY WALL
CAP, TYP.
2 S8.4

STEEL BEAM,
TYP.
8"
2 A5.4
LINTEL

DETAIL,
TYP.
3 A5.4

DOOR CASING,
TYP.
6'-8"
M.O.
10'-0"
10'-0"
M.O.

A
CMU ELEVATION VIEW - BLDG. B
SCALE: 1/4" = 1'-0"
6'-8"
M.O.
3 11/14/2024 CR UPDATING PER STRUCTURAL
5 S8.3
8" CMU CONTROL
JOINT, TYP.
09/10/2025
CIP4609 DWG546-1A
Sheet 301 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
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II
ROMTEC
9 CARLSBAD, CALIFORNIA PSE Consulting Engineers, Inc.

PAGE TITLE: A
J33N0%
ROMTEC #223-005
»
© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

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WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
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ROOF CONNECTION DETAILS

ROOF FRAMING PLAN
S9.1

ROOF FRAMING PLAN
S10.1

ROOF FRAMING

DETAILS
S10.2

ROOF FRAMING

DETAILS
GABLE OUTLOOKERS VERSA-LAM LVL 1.8E 2400
1 1/2" X 11 7/8" @ 24" O.C. FASTEN TO GABLE
FASCIA & GABLE RIM BOARD W/ USP JL210IF-TZ
[USING (11)10d X 1 1/2" NAILS INTO HEADER & (2) 10d X 1 1/2" INTO JOIST] @ 24" O.C, TYP.
2X4 BLOCKING NAILED TO

BACKSIDE OF EAVE & PEAK

TRIM TO FASTEN FIBER
CEMENT SHIPLAP SOFFIT, TYP.

FASTEN RIM BOARD TO EAVE
FASCIA W/ USP JL28IF-TZ_SL07D
HANGER UPSIDE DOWN [USING (11) 10d
NAILS INTO HEADER & (6) 10dX 1 1/2"
NAILS INTO JOIST] , TYP.SECURE RIM BOARD & EAVE/PEAK

BLOCKING TO SILL PLATE W/ USP
RBC [USING (6)10d X 1 1/2" INTO EACH
MEMBER] @ 24" O.C, TYP.

FASTEN BLOCKING TO RIM
BOARD/RAFTER W/ USP MPA1
[USING (6) 8dX 1 1/2" NAILS INTO
EACH MEMBER] , TYP.

MAKE PEAK BLOCKING 1 1/2"

TALLER AFTER IT LEAVES THE
BLOCK AT THIS CORNER.
1 1/2" GLULAM BLOCKING FASTEN
TO RAFTER W/ USP JL210IF-TZ
[USING (11)10d X 1 1/2" NAILS INTO
HEADER & (6) 10d X 1 1/2" INTO JOIST]
@ 48" O.C, TYP.
2x6 V-EDGE TONGUE & GROOVE DECKING:

NAIL DECK BOARD TO GLULAMS & VERSA
LAMS W/ 16d x 3 1/2" NAILS (2) PER 2x6
DECK BOARD.
5/8" OSB SHEATHING:

ATTACH OSB TO DECKING w/ 16ga 1 1/2"
STAPLES @ 4"oc EDGE & 12"oc FIELD
19'-4" OVERALL
NOTE:

1. TWO-INCH (51 MM) DECKING SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 15 PERCENT. DECKING SHALL BE MACHINED WITH A SINGLE TONGUE-AND-GROOVE PATTERN. EACH DECKING PIECE
SHALL BE NAILED TO EACH SUPPORT.

2. EACH PIECE OF DECKING SHALL BE TOENAILED AT EACH SUPPORT WITH ONE 16d COMMON NAIL THROUGH THE TONGUE AND
FACE-NAILED WITH ONE 16d COMMON NAIL OR AS NOTED
OTHERWISE.

3. CONTROLLED RANDOM PATTERN THERE SHALL BE A MINIMUM
DISTANCE OF 24 INCHES (610 MM) BETWEEN END JOINTS IN
ADJACENT COURSES. THE PIECES IN THE FIRST AND SECOND

COURSES SHALL BEAR ON AT LEAST TWO SUPPORTS WITH END

JOINTS IN THESE TWO COURSES OCCURRING ON ALTERNATE
SUPPORTS. A MAXIMUM OF SEVEN INTERVENING COURSES SHALL
BE PERMITTED BEFORE THIS PATTERN IS REPEATED.
1 ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
A
B
C
D
PEAK
EAVE
GABLE FASCIA - 1 1/2" X
18" GLULAM, TYP. (2)
RIM BOARD - 1 1/2" X 14"
GLULAM, TYP. (2)
1 A3.1
1 S10.1
EAVE

CONNECTION
1 S10.2

PEAK CONNECTION
3'-5 3/4" BLOCKING1'-10 1/2"

OUTLOOKER
3'-5 3/4" BLOCKING 3'-10 1/2" BLOCKING

FASTEN GABLE FASCIA TO EAVE
FASCIA W/ USP JL28IF-TZ _SL07U
HANGER [USING (11) 10d NAILS INTO
HEADER & (6) 10dX 1 1/2" NAILS INTO
JOIST] , TYP.
3'-5 3/4" BLOCKING
GABLE FASCIA GLULAM 1 1/2" X 18"
FASTEN TO T&G W/ 10d X 3" NAILS
@ 12"OC
1 EAVE CONNECTION DETAIL
SCALE: 1 1/2" = 1'-0"

SECURE RIM BOARD & EAVE/PEAK

BLOCKING TO SILL PLATE W/ USP
RBC [USING (6)10D X 1 1/2" INTO EACH
MEMBER] @ 24" O.C, TYP.

GABLE OUTLOOKERS VERSA-LAM LVL

1.8E 2400 1 1/2" X 11 7/8" FASTEN TO

GABLE FASCIA & GABLE RIM BOARD W/
USP JL210IF-TZ [USING (11)10d X 1 1/2" NAILS
INTO HEADER & (2) 10d X 1 1/2" INTO JOIST] @
24" O.C, TYP.
2X4 SOFFIT BLOCKING
SHIPLAP (9" EXPOSURE) SOFFIT

FINISH, EXTERIOR ONLY
1 1/2" X 12" GLULAM BLOCKING

FASTEN TO RAFTER W/ USP
JL210IF-TZ [USING (11)10d X 1 1/2"
NAILS INTO HEADER & (6) 10d X 1 1/2"
INTO JOIST] @ 48" O.C, TYP.
1/2" X 10" GALVANIZED
J-BOLT W/ 3" SQ. WASHER
AT 24" O.C. TO FASTEN
2X8 P.T. SILL PLATE

EAVE BLOCKING
GLULAM 1 1/2" X 12"
ROOF SHEATHING, SEE PLAN S9.1

FASTEN DECKING TO GLULAM,
SEE PLAN S9.1

SECURE RAFTER TO SILL PLATE W/
USP MP34 EACH SIDE [USING (4) 8d X 1 1/2"
INTO EACH MEMBER], TYP.

FASTEN GABLE RIM BOARD

TO EAVE FASCIA W/ USP
JL28IF-TZ_SL07D [USING (11)10d X
1 1/2" NAILS INTO HEADER & (2)
10d X 1 1/2" INTO JOIST], TYP.

FASTEN GABLE FASCIA TO

EAVE FASCIA W/ USP
JL28IF-TZ_SL07U [USING (11)10d X
1 1/2" NAILS INTO HEADER & (2)
10d X 1 1/2" INTO JOIST], TYP.

FASTEN GABLE RIM BOARD TO PEAK
FASCIA W/ USP JL28IF-TZ_SL05U [USING
(11)10d X 1 1/2" NAILS INTO HEADER & (2) 10d
X 1 1/2" INTO JOIST], TYP.

FASTEN GABLE FASCIA TO PEAK
FASCIA W/ USP JL28IF-TZ_SL05D [USING
(11)10d X 1 1/2" NAILS INTO HEADER & (2) 10d
X 1 1/2" INTO JOIST], TYP.
1 PEAK CONNECTION DETAIL
SCALE: 1 1/2" = 1'-0"

GABLE FASCIA GLULAM
1 1/2" X 18" FASTEN TO
T&G W/ 10d X 3" NAILS
@ 12"OC

GABLE OUTLOOKERS VERSA-LAM LVL

1.8E 2400 1 1/2" X 11 7/8" @ 24" O.C.

FASTEN TO GABLE FASCIA & GABLE RIM
BOARD W/ USP JL210IF-TZ [USING (11)10d X
1 1/2" NAILS INTO HEADER & (2) 10d X 1 1/2"
INTO JOIST] @ 24" O.C, TYP.

SECURE RIM BOARD & EAVE/PEAK

BLOCKING TO SILL PLATE W/ USP
RBC [USING (6)10d X 1 1/2" INTO EACH
MEMBER] @ 24" O.C, TYP.
1/2" X 10" GALVANIZED
J-BOLT W/ 3" SQ. WASHER
AT 24" O.C. TO FASTEN
2X8 P.T. SILL PLATE
2X4 SOFFIT BLOCKING
SHIPLAP (9" EXPOSURE) SOFFIT

FINISH, EXTERIOR ONLY
1 1/2" X 13 1/2" GLULAM BLOCKING

FASTEN TO RAFTER W/ USP
JL210IF-TZ [USING (11)10d X 1 1/2" NAILS
INTO HEADER & (6) 10d X 1 1/2" INTO
JOIST] @ 48" O.C, TYP.

PEAK BLOCKING
GLULAM 1 1/2" X 10 1/2"
ROOF SHEATHING, SEE PLAN S9.1

FASTEN DECKING TO GLULAM,
SEE PLAN S9.1

SECURE RAFTER TO SILL
PLATE W/ USP MP34 EACH
SIDE [USING (4) 8d X 1 1/2"
INTO EACH MEMBER], TYP.

SECURE RAFTER TO SILL PLATE W/
USP MP34 EACH SIDE [USING (4) 8d X 1 1/2"
INTO EACH MEMBER], TYP.

INTERIOR WALL BLOCKING
GLULAM 1 1/2" X 12"
ROOF SHEATHING, SEE PLAN S9.1

FASTEN DECKING TO GLULAM,
SEE PLAN S9.1

INTERIOR WALL BLOCKING
GLULAM 1 1/2" X 13 1/2"
1 1/2" X 13 1/2" GLULAM BLOCKING

FASTEN TO RAFTER W/ USP
JL210IF-TZ [USING (11)10d X 1 1/2" NAILS
INTO HEADER & (6) 10d X 1 1/2" INTO
JOIST] @ 48" O.C, TYP.

SECURE INTERIOR WALL BLOCKING
TO SILL PLATE W/ USP RBC [USING
(6)10d X 1 1/2" INTO EACH MEMBER] @
24" O.C, TYP.
1/2" X 10" GALVANIZED
J-BOLT W/ 3" SQ. WASHER
AT 24" O.C. TO FASTEN
2X8 P.T. SILL PLATE
1 INTERIOR BLOCKING CONNECTION
SCALE: 1 1/2" = 1'-0"
S10.3

ROOF FRAMING

DETAILS
GLULAM 1 1/2" X 13 1/2" (13")
GLULAM 1 1/2" X 13 1/2" (13 1/2")
GLULAM 1 1/2" X 15" (13 11/16")
GLULAM 1 1/2" X 13 1/2" (13 5/8")
GLULAM 1 1/2" X 13 1/2" (13 3/8")
GLULAM 1 1/2" X 13 1/2" (12 13/16")
GLULAM 1 1/2" X 12"
GLULAM 1 1/2" X 16 1/2" (16 5/16")
GLULAM 1 1/2" X 12" (11 3/8")
GLULAM 1 1/2" X 16 1/2" (16 3/16")
GLULAM 1 1/2" X 10 1/2" (10 3/16")
1'-7 1/4"

BLOCKING
GLULAM 1 1/2" X 13 1/2" (13 1/8")
2x6 V-EDGE TONGUE & GROOVE

DECKING CENTERED OVER GLULAM
RAFTERS,TYP.
20'-0" T&G14'-6 13/16" T&G
14'-6 13/16" T&G
3'-10 1/2" BLOCKING
20'-0" T&G
3'-5 3/4" BLOCKING 2'-1 3/4"
BLOCKING 1
S10.3
GLULAM 1 1/2" X 12" (11 5/16")
1 01/26/2023 CR STRUCTURAL & ELECTRICAL REVIEW

FASTEN RIM BOARD TO PEAK
FASCIA W/ USP JL28IF-TZ_SL05U
HANGER UPSIDE DOWN [USING (11) 10d
NAILS INTO HEADER & (6) 10dX 1 1/2"
NAILS INTO JOIST] , TYP.

FASTEN GABLE FASCIA TO PEAK
FASCIA W/ USP JL28IF-TZ _SL05D
HANGER [USING (11) 10d NAILS INTO
HEADER & (6) 10dX 1 1/2" NAILS INTO
JOIST] , TYP.
2 GABLE CONNECTION DETAIL
SCALE: 1 1/2" = 1'-0"

SECURE RIM BOARD & EAVE/PEAK

BLOCKING TO SILL PLATE W/ USP
RBC [USING (6)10D X 1 1/2" INTO EACH
MEMBER] @ 24" O.C, TYP.
1/2" X 10" GALVANIZED
J-BOLT W/ 3" SQ. WASHER
AT 24" O.C. TO FASTEN
2X8 P.T. SILL PLATE

SECURE BLOCKING TO SILL PLATE W/
USP MP34 EACH SIDE [USING (4) 8d X 1 1/2"
INTO EACH MEMBER], TYP.

GABLE OUTLOOKERS VERSA-LAM
LVL 1.8E 2400 1 1/2" X 11 7/8"

FASTEN TO GABLE FASCIA & GABLE
RIM BOARD W/ USP JL210IF-TZ [USING
(11)10D X 1 1/2" NAILS INTO HEADER & (6)
10D X 1 1/2" INTO JOIST] @ 24" O.C, TYP.

SHIPLAP (9" EXPOSURE) SOFFIT

FINISH, EXTERIOR ONLY
5/8" OSB SHEATHING
OVER 2X6 T&G DECKING
RIM BOARD - 1 1/2" X 14" GLULAM
1 1/2" GLULAM BLOCKING FASTEN
TO RAFTER W/ USP JL210IF-TZ
[USING (11)10d X 1 1/2" NAILS INTO
HEADER & (6) 10d X 1 1/2" INTO JOIST]
@ 48" O.C, TYP.
2 S10.1
GABLE

CONNECTION
/12
SLOPE
1±
GLULAM 1 1/2" X 13 1/2" (12 1/4")
GLULAM 1 1/2" X 13 1/2" (12 13/16")
3 11/14/2024 CR UPDATING PER STRUCTURAL
09/10/2025
CIP4609 DWG546-1A
Sheet 302 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
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BYREV DATE DESCRIPTIONPROJECT:

C) VETERANS MEMORIAL PARK
NORTH BLDG "5
II
R©MTEC
9 2
1 s.CARLSBAD, CALIFORNIAC)
PAGE TITLE: A
J33N0%
ROMTEC #223-005 info@structure1 .com
*
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVES. THESE FLANS ANP DRAWINGS MAT NOT BE REPRODUCED, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAT BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE PLANS ANP DRAWINGS MAT NOT BE REFROPUCEP, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAT BE CONSTRUCTED FROM THESE FLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE PLANS ANP DRAWINGS MAT NOT BE REFROPUCEP, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAT BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE PLANS ANP DRAWINGS MAT NOT BE REFROPUCEP, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAT BE CONSTRUCTEP FROM THESE FLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
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09 18240 NORTH BANK ROAD
ROSEBURG, OR 97470
(541 )-496-3541 FAX (541 )-496-0803
PSE Consulting Engineers, Inc.
www.structurel .com
Klamath Falls Office
250 Main Klamath Falls, Oregon 97603
Phone: (541) 850-6300 Tax: (541) 850-6233
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PLUMBING SCHEDULE
GENERAL PLUMBING NOTES:

1. ALL PIPE ( WATER, SEWER, VENT), JOINTS, AND WORK SHALL CONFORM TO 2022 CALIFORNIA PLUMBING CODE AND LOCAL CODES.

2. CONTRACTOR TO CONFIRM LOCATIONS OF SEWER AND WATER TIE-INS

3. CONTRACTOR TO SOLIDLY BRACE ALL PIPING TIGHT AGAINST WALLS. FOR LONG OR COMPLICATED

RUNS, SECURELY MOUNT USING UNISTRUT, IN STRAIGHT AND UNIFORM MANNER FOR FINISHED APPEARANCE. PIPING SHOWN IS DIAGRAMMATIC ONLY AND ACTUAL DESIGN BY CONTRACTOR.

4. CONTRACTOR MAY CHANGE PIPE SIZING IN FIELD TO PROVIDE ADEQUATE WATER PRESSURE TO ALL PLUMBING FIXTURES AS APPROVED BY INSPECTOR. ROMTEC BUILDINGS ARE DESIGNED TO HAVE 40-60 PSI WATER PRESSURE FOR THE PLUMBING FIXTURES. IF THE SITE HAS A PRESSURE OTHER THAN

THIS, IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE THE PRESSURE REDUCER OR BOOSTER PUMP NECESSARY.

5. CONTRACTOR TO DETERMINE AND PROVIDE MEANS FOR GRAVITY DRAINING ALL PLUMBING FIXTURES TO SEPTIC OR SANITARY SEWER SYSTEM. INSTALLER TO PROVIDE A CLEAN-OUT BENEATH ALL SINKS AND LAVATORY AS REQUIRED BY CODE.

6. CONTRACTOR TO DETERMINE AND PROVIDE MEANS FOR SUPPLYING WATER TO ALL PLUMBING FIXTURES AND INSTALL WATER SERVICE SHUTOFF VALVE; TYPICALLY LOCATED WITHIN THE MECHANICAL ROOM.

7. IF THE SITE REQUIRES AN ACCESSIBLE BACK FLOW PREVENTER AND/OR PRESSURE REDUCER OR BOOSTER PUMP IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE.

8. WHEN INCLUDED WATER HEATERS ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ALL STATE, COUNTY, AND LOCAL CODES AND ORDINANCES.

9. PLUMBING FIXTURES SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION, SHALL COMPLY WITH 2022 CALIFORNIA PLUMBING CODE (CPC) SECTIONS 403 AND 408, AND SHALL COMPLY WITH 2022 CALIFORNIA GREEN BUILDING CODE (CGBC) SECTIONS 5.303.2 THRU 5.303.6. FLUSHOMETERS ASSOCIATED WITH TOILETS USE NO MORE THAN 1.28 GALLONS PER FLUSH. FLUSHOMETERS ASSOCIATED WITH URINALS USE NO MORE THAN 0.5 GALLONS PER FLUSH. BOTH FLUSHOMETERS ABOVE SHALL MEET PERFORMANCE STANDARDS BY ANSI A112.19.2 H&S CODE, SECTION 17921.3(B).

SINK FAUCET WILL USE NO MORE THAN 1.8 GPM MEASURED AT 60 PSI.

10. WHEN FIXTURES REQUIRE WALL CARRIERS THE WALL CARRIER SHALL BE SUPPLIED BY CONTRACTOR.

11. NON-REMOVABLE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON ALL HOSE BIBBS AND POTABLE WATER OUTLETS WITH HOSE ATTACHMENTS. CPC 603.5.7.

12. UNLESS SPECIFIED IN THE ROMTEC SUBMITTAL, ROMTEC DOES NOT SUPPLY INSULATION OR "FREEZE PROTECTION" FOR PLUMBING. "THE OWNER MAY NEED TO WINTERIZE THEIR BUILDING." MIXED
WATER

CALIFORNIA PLUMBING CODE (BASED OFF UPC)
SYMFIXTURE TYPESEWERVENTCOLDDR. FIXT
UNITS
TOTAL DR.

FIXT. UNITS WATER
HOT
WATER
TOTAL W.

FIXT UNITS
W. FIXT.

UNITS/EA
NO OF
FIXT.
4 03/04/2025 CR UPDATING PER COMMENTS
P2
PLUMBING SCHEDULE 1

SHUT OFF VALVE ASSEMBLY
SCALE: 3/4" = 1'-0"

COPPER TO COPPER
UNION

COPPER TEE

BALL VALVE

W/LEVER

BALL VALVE

W/LEVER

COPPER TEE
C x C x C

TYPE L COPPER

COPPER MIP

ADAPTER

HOSE BIB/TEST COCK

TYPE L COPPER

TYPE L COPPER TYPE L COPPER

MALE COPPER

ADAPTER

BALL VALVE W/

PADLOCK WING
*FIRE HOSE

FITTING
*FIRE HOSE FITTING CAN BE

REPLACED WITH A HOSE BIB, BY

INSTALLER
FLOW

TO BUILDING

LINE IN

PIPE SIZES AND COMPONENTS SIZED

AS NEEDED TO BUILDING UTILITY
REQUIREMENTS. LAYOUT CAN BE
HORIZONTAL OR VERTICAL.

BY INSTALLER
7 09/10/2025 NP UPDATING PER COMMENT LOG
09/10/2025
CIP4609 DWG546-1A
Sheet 303 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
□
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SHEET TITLE:

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SHEET TITLE:

BYREV DATE DESCRIPTIONPROJECT:

WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
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(541 )-496-3541 FAX (541 )-496-0803
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10/10/25

PLUMBING PLAN

CPC NOTES
NOTES:

1. WATER PIPE SIZE AND PRESSURE

REQUIREMENTS MUST BE CONFIRMED BY

PLUMBING CONTRACTOR BASED ON LOCAL
SUPPLY.

2. FIXTURE & FIXTURE CONNECTIONS ARE
SYMBOLIC IN NATURE ONLY.

REFER TO MANUFACTURER LITERATURE
FOR EXACT FIXTURE SPECIFICATIONS.

3. ALL SANITARY, DRAINAGE, WASTE, AND VENT
LINES SCHEDULE 40 PVC OR ABS.

4. ALL WATER LINES SHALL BE COPPER OR PER
LOCAL CODE. NO JOINTS IN OR UNDER THE
SLAB.

5. WATER PIPE SIZING IS A MINIMUM SUGGESTION.

PLUMBING CONTRACTOR WILL MAKE THE
FINAL DETERMINATION.

6. ALL FLOOR SINKS AND DRAINS SHALL HAVE

TRAP PRIMERS AS NOTED IN PLANS,
PER CPC 1007.0

7. INSULATION ON THE FIRST 8’ OF WATER

SUPPLY (INSTALLER SUPPLIED)
*FIXTURES ARE SYMBOLIC ONLY,

REFER TO SPECIFICATIONS &

PRODUCT LITERATURE FOR THE

FIXTURE ROUGH-IN MEASUREMENTS &
INSTALLATION DETAILS.
1 PLUMBING PLAN
SCALE: 1/4" = 1'-0"
A
B
C
D

COLD WATER

WATER-PLUMBING LEGEND

FUTURE EV
40 AMPS
ALPINE COMBI 3000

VENDING MACHINE
(BY OTHERS)
72"H X 29.5"W X 38"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
ELEC.

STORAGE

GOLF CART &
EQUIP. STORAGE

LOCKABLE STORAGE

CABINET, BY OTHERS
HB-1
HB-1
BP

PUSH UP
3/4" WATER PIPE

WATER SERVICE

INTO BUILDING FROM

NORTH BUILDING A

SHUT OFF VALVE
ASSEMBLY. SEE
1/P2 FOR DETAILS
7 09/10/2025 NP UPDATING PER COMMENT LOG
09/10/2025
CIP4609 DWG546-1A
Sheet 304 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
—
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BYREV DATE DESCRIPTIONPROJECT:

VETERANS MEMORIAL PARK 52NORTH BLDG "5
H
ROMTEC
9 2
“0 CARLSBAD, CALIFORNIA PSE Consulting Engineers, Inc.

PAGE TITLE: A
J33N0%
ROMTEC #223-005
»
© 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE FLANS AND DRAWINGS MAY NOT BE REPRODUCED, APAFTEP OR FURTHER PISTRIBUTEP, ANP NO BUILDINGS MAY BE CONSTRUCTEP FROM THESE FLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

WITHOUT THE WRITTEN PERMISSION PF ROMTEC, INP.
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Klamath Falls Office
250 Main Klamath Falls, Oregon 97603
Phone: (541) 850-6300 Tax: (541) 850-6233
info@structure1 .com
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10/10/25

C
WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
18240 NORTH BANK ROAD
ROSEBURG, OR 97470
(541)-496-3541 FAX (541)-496-0803
PROJECT:

PAGE TITLE:

DATE DESCRIPTIONREV BY

CARLSBAD, CALIFORNIA
DRAWN BY:
12/06/2022
VMP02
DATE:

PLAN SET#
CR
PAGE NO.

NORTH BLDG "B"
JOB CREATED: 03/05/25 - LAST SAVED BY: Cruport ON 03/05/25 - LAST PRINTED: ---- - LOCATION: D:\Double 'E' Engineering\_Projects\Romtec\_Alpha Projects\VMP02e Veterans Memorial Park\VMP02-Veterans Memorial Park, CA -North-B- CU-250304 Elec.dwg

VETERANS MEMORIAL PARK
Ea

ELECTRICAL SCHEDULE, PLAN, & DETAILS

E D OUBLE 'E'

E NGINEERING, LLC
Myrtle Point, Oregon
www.ee-engineering.com
E
SHEET NO.
2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

C
SHEET TITLE:

ELECTRICAL SCHEDULE
SHEET NO.
2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

C
SHEET TITLE:

ELECTRICAL PLAN
SHEET NO.
2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

C
SHEET TITLE:

ELECTRICAL DETAILS
SHEET NO.
2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

C
SHEET TITLE:

ELECTRICAL

PANEL SCHEDULE
1 200 AMP BREAKER PANEL
BP
PER

PLAN HOME RUN TO BREAKER PANEL
PER
PLAN
110 VAC DUPLEX RECEPTACLE, GROUND FAULT PROTECTED
MOUNTED MIN OF 15" TO MAX OF 48" ABOVE THE FLOOR

CONFIRM EXACT LOCATION & HEIGHT WITH OWNER OR OWNERS
REPRESENTATIVE.
3 SWITCH, SINGLE POLE
MOUNTED A MAX OF 48" ABOVE THE FLOORS
4 48" LED VAPOR TIGHT CEILING/WALL MOUNT LIGHT
LITHONIA CSVT L48 5000LM 40K 80CRI
4,298LM 40K: (35.3 W) (.2942 A)
6 LIGHT FIXTURE, 6" WAFER-THIN LED DOWNLIGHT
UL LISTED TO U.S. SAFETY STANDARDS FOR ALL WET LOCATIONS LF-2
6" LED SWITCHABLE WHITE COLOR TEMPERATURE, LITHONIA WF6: (14W) (.12A) ELECTRICAL SCHEDULE & SYMBOL LEGEND:

QTY SYMBOL DESCRIPTION

ROMTEC HAS DESIGNED THIS ELECTRICAL SYSTEM
TO MEET THE NEEDS OF THIS SPECIFIC FACILITY.

SITE DESIGN AND ENGINEERING BY OTHERS.

OWNER IS RESPONSIBLE TO PROVIDE ALL SERVICE
AND/OR UTILITY ENTRANCE DESIGN. FIELD VERIFY

THAT SERVICE CONDUCTOR SIZE IS ADEQUATE FOR
VOLTAGE DROP. ANY ADDITIONAL POWER OR

LIGHTING LOADS NOT SHOWN ON THESE PLANS
SHALL BE ENGINEERED BY OTHERS.

SURFACE MOUNTED
1-PHASE, 3-WIREMAIN BREAKER200 AMP
FEEDER SIZE:
120 / 240 VOLTS
1 R EV-CHARGER 3840 8 10 3/4 40 2 A 1 20 1/2 12 12 141 LTS-INTERIOR L 2 3 R 3840 B 1 20 1/2 12 12 84 LTS-EXTERIOR L 4
5 R REC-ELECT RM 360 12 12 1/2 20 1 A 1 20 1/2 12 12 1200 VENDING MACHINE R 6 7 R REC-STORAGE 540 12 12 1/2 20 1 B 1 20 1/2 12 12 1200 VENDING MACHINE R 8 9 R REC-EQUIP. STORAGE 540 12 12 1/2 20 1 A 1 20 1/2 12 12 1200 VENDING MACHINE R 10 11 B 12
13 A 14
15 B 16
17 A 18
19 B 20
21 A 22
23 B 24
25 A 26
27 B 28
29 A 30

PL T LOAD VA HP PHW GND CON BKR PH BKR CON GND PHW HP VA LOAD T PL =LOAD DISTRIBUTION LTG REC MOTOR DATA HEAT MISC PH-A PH-B TOTAL AMPS WITH SPARE 25% =CONNECTED VA 225 12720 0 0 0 0 7281 5664 12945 61 16182 76 =DIVERSITY FACTOR 125% 100% 100% 100% 100% 100%
=DIVERSIFIED VA 282 12720 0 0 0 0 7317 5685 13002 61 16252 76 ELECTRICAL WIRING: GROUNDED & BOND PER - CEC
ALUM: 3 #250 PH, #4 GRD, 2" C
31 B 32
33 A 34
35 B 36
37 A 38
39 B 40
41 A 42
BREAKER PANEL 25k AIC RATING
USE XHHW-2 CU CONDUCTORS
1 ELECTRICAL PANEL SCHEDULE
SCALE: NONE

NON-METALLIC PROTECTIVE SLEEVE

CONCRETE FOUNDATION IN

DIRECT CONTACT WITH EARTH

APPROVED (LISTED)

IRREVERSIBLE

CLAMP ENCASED

IN CONCRETE
# 4 AWG SOLID CU CONDUCTOR
CONNECT TO 20' LONG ELECTRODE

WITH APPROVED (LISTED)
IRREVERSABLE CLAMP OR CAD WELD.2 CEC
20' OF BARE OR ZINC GALVANIZED
ELECTRODE OR TIE TO 20' OF

ELECTRICALLY CONDUCTIVE COATED
STEEL REINFORCING BAR (REBAR).

ELECTRODE/REBAR SHALL BE NO
LESS THAN 1/2'' IN DIAMETER, LOCATED

NEAR THE BOTTOM OF THE CONCRETE

FOUNDATION AND ENCASED WITH A
MINIMUM OF 2'' CONCRETE. INSTALL
PER 250-52(A)(3).CEC
3 CONCRETE ENCASED SERVICE GROUND
SCALE: NONE

FOOTING
FF FG

APPROVED CONDUIT

UNDERGROUND FROM

POWER SOURCE

INDOOR BREAKER

PANEL WALL MOUNTED

CONCRETE ENCASED

ELECTRODE
SEE DETAIL 3/E3
8" CMU WALL
SCALE: NONE

RISER DIAGRAM
2 #4 CU MAIN BONDING JUMPER AND EQUIPMENT BONDING
JUMPER PER 250.28(D), 250.102(C) AND TABLE 250.66.

DO NOT BOND THE NEUTRAL TO THE GROUND BUS IF THIS IS

NOT A SERVICE ENTRANCE
#4 CU TO CONCRETE ENCASED ELECTRODE PER
250.52(A)(3) AND 250.66(B).

WHERE REQUIRED, BOND PIPING SYSTEMS AND EXPOSED
STRUCTURAL STEEL PER 250.104

KEYED NOTES
1 3
2 " ARTICLE 250 OR LOCAL

CODES MAY REQUIRE OR

ALLOW ADDITIONAL GROUNDING
CEC
CEC
CEC
CEC3
2 1
4 GROUNDING/BONDING DETAIL
SCALE: NONE

TO UTILITY

TRANSFORMER
M

BREAKER
PANEL

ONE-LINE DIAGRAM
SCALE: NONE
SEE
DETAIL 3/E3

SERVICE UTILITY

EQUIPMENT BY OTHERS

THE AIC VALUES SHOWN ON THESE ROMTEC

PLANS ARE TO BE MADE CLEARLY

AVAILABLE TO THE ELECTRICAL ENGINEER

THAT WILL DESIGN THE ELECTRICAL
SERVICE. THIS INFORMATION IS IMPORTANT

AND WILL HELP TO ENSURE THE NECESSARY

PROTECTION OF THE ELECTRICAL
EQUIPMENT PROPOSED BY ROMTEC.
120/240
VOLT
200 A
25k AIC
1 1. ALL WORK SHALL COMPLY WITH NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES.

2. OWNER TO PROVIDE TEMPORARY POWER AS REQUIRED DURING COURSE OF CONSTRUCTION.

3. ELECTRICAL SERVICE EQUIPMENT SUPPLIED BY OTHERS UNDER SEPARATE SUBMITTAL.

4. THE AIC VALUES SHOWN ON THESE ROMTEC PLANS ARE TO BE MADE CLEARLY AVAILABLE TO THE ELECTRICAL ENGINEER OF RECORD THAT WILL DESIGN THE MAIN SERVICE.

5. THE INSTALLER SHALL FURNISH & INSTALL SPECIFICATION GRADE CIRCUIT BREAKERS, WIRING, CONDUIT, SWITCHES AND GFI RECEPTACLES THROUGHOUT. INTERIOR RECEPTACLES &

SWITCHES SHALL HAVE STAINLESS STEEL COVERPLATES AND EXTERIOR RECEPTACLES SHALL BE INSTALLED WITH A WEATHERPROOF IN USE COVER.

6. ELECTRICAL CONDUIT IS TO BE RUN WITHIN THE WALL WHEN POSSIBLE, EXCEPT IN THE MECHANICAL ROOM.

7. FOR MECHANICAL ROOM ALL EXPOSED CONDUIT IS TO BE SURFACE MOUNTED AND RUN TIGHT TO CEILING AS REQUIRED.

8. COORDINATE AC OUTLET HEIGHTS WITH OWNER PRIOR TO ROUGH-IN.

GENERAL ELECTRICAL NOTES:

1. ALL WORK SHALL COMPLY WITH 2022 CALIFORNIA ELECTRICAL CODE AND LOCAL CODES.

NOTE: BREAKER PANEL MAY BE

RELOCATED AT THE DISCRETION OF THE

INSTALLER, PANEL MUST MAINTAIN ALL
APPLICABLE CODE CLEARANCES.

ROMTEC HAS DESIGNED THIS ELECTRICAL SYSTEM
TO MEET THE NEEDS OF THIS SPECIFIC FACILITY.

SITE DESIGN AND ENGINEERING BY OTHERS.

OWNER IS RESPONSIBLE TO PROVIDE ALL SERVICE
AND/OR UTILITY ENTRANCE DESIGN. FIELD VERIFY

THAT SERVICE CONDUCTOR SIZE IS ADEQUATE FOR
VOLTAGE DROP. ANY ADDITIONAL POWER OR

LIGHTING LOADS NOT SHOWN ON THESE PLANS
SHALL BE ENGINEERED BY OTHERS.
1 ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"
A
B
C
D
NOTE:

SEE SHEETS A2.1, & A2.2 FOR

LOCATIONS - HEIGHTS OF
ELECTRICAL FIXTURES.

FUTURE EV
40 AMPS
ALPINE COMBI 3000

VENDING MACHINE
(BY OTHERS)
72"H X 29.5"W X 38"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
ELEC.

STORAGE

GOLF CART &
EQUIP. STORAGE

LOCKABLE STORAGE

CABINET, BY OTHERS
BP

PUSH UP
LF-2
LF-2
LF-2
LF-2
S
2 S
2 S
LF-1
LF-1
LF-1
LF-1
LF-1
PCL
4 UNDERGROUND ELECTRICAL

SERVICE VERIFY REQUIREMENTS

FOR TYING INTO SERVICE UTILITY
EQUIPMENT BY OTHERS.
2 1 01/26/2023 CR STRUCTURAL & ELECTRICAL REVIEW
PCL
T1
T1
2 11/01/2024 CR UPDATING PER COMMENT LOG
LF-1
LF-1
6 8
10 9
9 9
5 7
7 7
5 5
1 TIMER FOR EXTERIOR LIGHTS (LOCATED IN ELEC. ROOM 48"AFF) CURRENT: TOUCH SCREEN DIGITAL TIME CLOCK (nLIGHT
nDTC),POWER/RELAY PACK (nLIGHT nPP16) & OUTDOOR
PHOTOCELL INTERFACE KIT (nLIGHT nIO PC Kit)
1,3
CIP4609 DWG546-1A
Sheet 305 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
9 ---- 9Q
9 X WSC — XI..X YYC..X Xe —X YGTC
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SKR 2222
/

PANEL NEUTRAL BUS
MBJ

PANEL GROUND BUS
OO*97
U
—

JESSE SANCHEZ

BUILDING OFFICIAL DATE
7 !
8 9/8 “G
00 E. 19431/2
10/10/25
10/10/25
12/06/2022
VMP02
CRJOB CREATED:
9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP02-Veterans Memorial Park, CA\VMP02-Veterans Memorial Park, CA -North-B- CU-250328.dwg TITLE 24 ENERGY COMPLIANCE DOCUMENTSE5
TITLE 24 DOCUMENTS
4 03/04/2025 CR UPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 306 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25

BUILDING ENERGY ANALYSIS REPORT
PROJECT:

CALIFORNIA ENERGY COMMISSION
Project Designer:

Project Name: 2301-019 VMP 01 Carlsbad Veterans Memorial Park (N. Bldg B)2301-019 VMP 01 Carlsbad Veterans Memorial Park (N. Bldg B)Project Name:
2<
22301-019 VMP 01 Carlsbad Veterans Memorial Park (N. Bldg B) Report Page: [1 Faraday & Whitman Way Date Prepared: F. INDOOR UIGHTINS FIXTURE SCHEDULE EXP. 6-30-2027C COMPLIANCE RI SUITS
If any cell on this table says "DOES NOT COMPLY" or "COMPLIES with Exceptional Conditions" refer to Table D. for guidance.A. GENERAL INFORMATION 0 C/VI gk/VVI-
oCALYC
Adjusted Lightifg Power per 160.6[a) / 170.2(e)01 Carlsbad 04 0 Allowed Lighting Power per 140.60)/ 170.2e) [Watts) Complance Results Report Prepared by: 02 0512 380 01 00 03 M N 06 07 00 to0401 03 Co02 OS Ct 09 Occupancy Types Withn Gufect all that applyk01 0ft 1 Firid Imperin:

Design Watts• Support Areas FadPuri
□ □Mfr. SpecLF-2 No NA 35.3 4 No 141.2
B. PROJECT SCOPE
Total Designed Watts: UNCONDITIONED SPACES 141
(See Table I] [See Tasle 0 [See Tasle K) [Sor Table PI w Tabk f)(See Lble j) 2Scope of Work Conditioned Spaces Unconditioned Spores
247 0 247 141 0 141 COMPLIES20401 02 05
COMPLIESMy Froject Congss cd [check a’l that app’ys Calulstion Method Calculation Methed Area Category Method Area Category Method
G. MODULAR UKHTING SYSTEMS
D. EXCEPTINAL CONNTIONS This section does not apply to this project.0 380 Job Number: This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. 2301-019 VMP 02 Carlsbad Veterans Memorial Park (N. Bldg B)

E ADDITIONAL REMARKS
Date: This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. 01 02 03
11/11/2024 Field inseecorManditcry Demand Arspone 110.12(c) Shut-oe contrcl 1301/), 160S|bMC ISee Area/Space Level ControlsNA < 4,000W subject to multilevel O 2 OS (o(O ‘
05 This program developed by EnergySoft, LLC-www.energysoft.com. 02MEq O — 5 O O LO O855.

O-O.8Generated Date/Time:Generated Date/Time: Documentation Software: EnergyProDocumentation Software: EnergyPro Generated Date/Time: Documentation Software: EnergyPro o $ p2 o •
O00CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential ComplianceCA Building Energy Efficiency Standards - 2022 Nonresidential Compliance O 5 o(o0
CIA
IO0
2 CALIFORNIA ENERGY COMMISSIONCALIFORNIA ENERGY COMMISSION CALIFORNIA ENERGY COMMISSION 2301-019 VMP 01 Carlsbad Veterans Memorial Park (N. Bldg B)Report Page:Project Name: 2301-019 VMP 01 Carlsbad Veterans Memorial Park (N. Bldg B) 2301-019 VMP 01 Carlsbad Veterans Memorial Park {N. Bldg B)Project Name: 2301-019 VMP 01 Carlsbad Veterans Memorial Park (N. Bldg B)Project Name:

Faraday & Whitman Way Date Prepared:

DOCUMENTATION AUTHOR’S DECLARATION STATEMENT
K. TAILORED METHOD GENERAL LIGHTING POWER ALLOWANCE I certify that this Certificate of Compliance documentation is accurate and complete.

This section does not apply to this project. Documentation Author Signature:06 07 DCM OS :« 10 n 12 hlattaw-lUeddor
V oL. ADDITIONAL LIGHTING ALLOWANCE: TAILORED WALL MS PLAY T. OWLLUNG UNIT LIGHTINGF ed Inspector 5 II.Area Description This section does not apply to this project. This section does not apply to this project. 149
PAU Fail . CD
0M. ADDITIONAL LIGHTING ALLOWANCE: TAILORED FLOOR AND TASK LIGHTING 0U DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION LU□ □Restroom Lighting Dimmer See Building Level Included IncludedRestroom No This section does not apply to this project.

FormTibe Q S’
X O) “NRCI-LTI-E - Must be submitted for all buildings LO4. — 0
X

1. LIGHTING POWER ALLOWANCE: COMPUTE BUILDING OR AREA CATEGORY METHOOS O5.

V. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE (u0. ADDITIONAL LIGHTING ALLOWANCE: TAILORED VERY VALUABLE MERCHANDISE Responsible Designer Signature:This section does not apply to this project. z
I
©
01 01 0) 04 OS 05 055SehermmSpones To Ty FiridForm/TitleAdditional Allowance f Adjuitment SVfted COOArco (ft1)Area Denptin O — coPAFAcea Category NRCA-LTI-O3-A - Must be submitted for automatic daylight controls. Restroom Lighting; Zone 1 - Restrooms Restroom 0.65 380 247 No No i 1 E (8.3N ( J Q RATED POWER REDUCTION COMPLIANCE FOR ONL-FOR-ONI ALTERATIONSSee Tables J, or P for detailTOTALS: 380 247 LO O0E O‘<
This section does not apply to this project.

1. ADDITIONAL ALLOWANCE- AREA CATEGORY METHOD QUALIFYING LIGHTING SYSTEM R, 50% LIGHTING POWER FOR ALL ALTERATIONS - CONTROLS EXCEPTIONSThis section does not apply to this project.

This section does not apply to this project.

IIDi
Generated Date/Time:Generated Date/Time: Documentation Software: EnergyProDocumentation Software: EnergyPro Generated Date/Time: Documentation Software: EnergyPro Generated Date/Time: Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential ComplianceCA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance 0- Q
%
0 2< 200
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a m
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00 /T0
LU
PLAN SET#
LU
DATE:

DRAWN BY:
(
SHEET NO.

PAGE NO.

JESSE SANCHEZ

BUILDING OFFICIAL DATE
Readily
Accessible
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2022 Building Energy Efficiency Standards.

Report Version: 2022.0.000
Schema Version: rev 20220101
Total
Allowed
[Watts)
Total Number
of Lumiaires
()
0)
Compliance ID: EnergyPro-3895-1124-2309
Report Generated: 2024-11-1114:00:05
Compliance ID: EnergyPro-3895-1124-2309
Report Generated: 2024-11-1114:00:05
Compliance ID: EnergyPro-3895-1124-2309
Report Generated: 2024-11-1114:00:05
Compliance ID: EnergyPro-3895-1124-2309
Report Generated: 2024-11-1114:00:05
Compliance ID: EnergyPro-3895-1124-2309
Report Generated: 2024-11-1114:00:05
Compliance ID: EnergyPro-3895-1124-2309
Report Generated: 2024-11-1114:00:05
X
0 y
Compliance ID: EnergyPro-3895-1124-2309
Report Generated: 2024-11-1114:00:05
[Watts]
or
Report Page:

Date Prepared:

Project Name:

Project Address:

Report Page:

Date Prepared:

Secondary
Daylighing
mwi /
160.5/bAD
Now U Wattage
determined
0 I
Q
Report Page:

Date Prepared:
m
>0
Report Page:

Date Prepared:

Conditioned
Unconditioned
0 V
Interlocked
Systems
140.6(a]1/
170.2)2A
Manual Area
Controls
130.1/a)/
160.5(b)4A
Report Page:

Date Prepared:
0 c
O LO
CO
This document is used to demonstrate compliance with requirements in 110.9,110.12(c), 130.0,130.1,140.6 and 141.0(b)2for indoor lighting scopes using the prescriptive path for nonresidential and hotel/motel occupancies. It is also used to document compliance with requirements in 160.5,170.2(e) and 180.2(b)4 for indoor lighting scopes using the prescriptive path for multifamily occupancies. Multifamily includes dormitory and senior living facilities.

This table includes any lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.6/ 170.2(e) or 141.0(b)2 / 180.2(b)4 for alterations.

NRCC-LTI-E
(Page 6 of 7)
11/11/2024
1FOOTNOTE: Design Watts for small aperture and color changing luminaires which qualify per 140.6(a)4B / 170.2(e)2D is adjusted to be 75%/80% of their rated wattage. Table F automatically makes this adjustment, the permit applicant should enter full rated wattage in column 05.

Authority Having Jurisdiction may ask for Luminaire cut sheets to confirm wattage used for compliance per 130.0(c)/160.5(b). Wattage used must be the maximum rated for the luminaire, not the lamp.

Q LU
Selections have been made based on information provided in this document. If any selections have been changed by permit applicant, an explanation should be included in Table E.

Additional Remarks. These documents must be provided to the building inspector during construction and can be found online Project Name:

Project Address:

LU — < Q
V
0 Selections have been made based on information provided in this document. If any selections have been changed by the permit applicant, an explanation should be included in Table E.

Additional Remarks. These documents must be provided to the building inspector during construction and any with "-A" in the form name must be completed through an Acceptance Test Technician Certification Provider (ATTCP). Formore information visit: http://www.energy.ca.gov/title24/attcp/providers.html Complete
Building
140/6/]1
LU
or
1— C
Q 5
O CQ
letal Conditioned floor Area (N2)
Setal Unconditioned Floor Ara 05)
• ce Stories Oubitasle Above Grade)

NRCC-LTI-E
(Page 5 of 7)
11/11/2024
Total
Deseed
(Watts)

NRCC-LTI-E
(Page 2 of 7)
11/11/2024
Z
A
Area
Category
140.60c/2/
170.20)4
The information provided on this Certificate of Compliance is true and correct.

I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.

Walls per
umrinake-
LULU
IW
(Page 1 of 7)
11/11/2024
05 must be >* 08
140.6/ 170.2/e)
83 C —
O y.
3 U
C
O
0 UJ
CO
0 2 2O o
Muti-Level
Controls
130.10)/
160.5[b)48
Shut Of Control
130.1[c)/7
160.5/bM4C
Phone:
541-850-6300

NRCC-LTI-E
(Page 7 of 7)
11/11/2024
This table includes all planned permanent and portable lighting other than dwelling unit/ hotel/ motel room lighting. Multifamily dwelling unit and hotel/motel room lighting is documented in Table T If using Table T to document lighting in multifamily common use areas providing shared provisions for living, eating, cooking or sanitation, those luminaires are not included here.

Designed Wattage: Unconditioned Spaces
in
O

STATE OF CALIFORNIA
Indoor Lighting

CERTIFICATE OF COMPLIANCE
Z
O
Phone:
530-275-3350
Each area complying using the Complete Building or Area Category Methods per 140.6(b) are included in this table. Column 06 indicates if additional lighting power allowances per 140.6(c) or adjustments per 140.6(a) are being used.

Unconditioned Spaces

STATE OF CALIFORNIA
Indoor Lighting

CERTIFICATE OF COMPLIANCE
0 z
E
Q

STATE OF CALIFORNIA
Indoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Indoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Indoor Lighting

CERTIFICATE OF COMPLIANCE
O 0Z z
Lighnrg in
concitloned and
orcordfoned
spoces must rot be
combined for
complance per
140.60/2/1702/e)

STATE OF CALIFORNIA
Indoor Lighting

CERTIFICATE OF COMPLIANCE
Tstal Adjasted
[Watts)
“Includes
Adjustments
Responsible Designer Name:

Ralph Hall
Company:

PSE Consulting Engineers, Inc.

Address:
250 Main St.

City/State/Zip:

Klamath Falls OR 97601

STATE OF CALIFORNIA
Indoor Lighting

CERTIFICATE OF COMPLIANCE
5E

0. CL
O 0)LU
Q
P. POWER ADJUSTMENT: LIGHTING CONTROL CREDIT (POWER ADJUSTMENT FACTOR (PAI)) This section does not apply to this project.

DAYUGHT DI SIGN POWI R ADJUSTMINT FACTOR (PAF)
This section does not apply to this project.

Allowed Derity
[w}1
Documentation Author Name:

Matthew Weldon
Company:

Regerfour LLC dba 5 Star Energy
Address:
1878 Saltu
City/State/Zip:

Redding Ca 96002
RESPONSIBLE PERSON’S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:

H. INDOOR LIGHTING CONTROLS (Not including PAFs)
This table includes lighting controls for conditioned and unconditioned spaces.

Building Level Controls
N. ADDITIONAL LIGHTING ALLOWANCE: TAILORED DECORATIVE /SPECIAL EFFECTS This section does not apply to this project.

Project Location (city)
Cime Zone
H INDOOR LIGHTING CONTROLS [Not including PAFs)
Area Level Controls
Area (ft?l
380
Date Signed:
2024-11-11
License:

C87047
CO
CO
C
m
Moculr
(Track) FixtureTaloned
100.(0/3/
170.2[c)4B
(•)
102I z 0
21%
09 —1
D-
Al owed Wattage
(Warts]
Compete lum naire
Description
Small
Aperture &
Colr Cangel
fal
Signature Date:
2024-11-11
CEA/ HERS Certification Identification (if applicable):
% iCl 0
Name or Item
Tag
2301-019 VMP 01 Carlsbad Veterans Memorial Park (N. Bldg B) Faraday & Whitman Way
Carlsbad, CA 92008

CALIFORNIA ENERGY COMMISSION

NRCC-LTI-E
(Page 4 of 7)
11/11/2024

CALIFORNIA ENERGY COMMISSION

NRCC-LTI-E
Area
Category
Additional
140.6/c2G/
170.2[e)44
<♦)

CALIFORNIA ENERGY COMMISSION

NRCC-LTI-E
(Page 3 of 7)
11/11/2024
V 0IU —
1 =
Z LU S
Controls Compliance (See Table H for Detais)
Rated Power Reduttion Complance (See Table Q for Detais | 19 42i 0 <
Patt
II IU
0 — ua O
PSE Consulting Engineers, Inc.
250 Main St. , Ste. A
Klamath Falls, Oregon 97601
541-850-6300
—
O
LU
Complete Buldng or Arca
Category Primary Function
Area
Matthew Weldon
Regerfour LLC dba 5 Star Energy
1878 Saltu
Redding, Ca 96002
530-275-3350
Primaryky
it
Dy ight ng
130.1/4)/
l605|bH0
E
F
LL
O
<

0. 21
. y
02 —0Y41
V 2
13 Mm Sheet Showing Duyit Zones:
03 Area 413]
0 Lithonia CSVT L48 35.3w
(LF-2)
3525
2 U-
□ New Lighting System
□ New Lighting System - Parking Garage
Total Area of Work (ft2)
W%
os
I arladed per
1406/33/
170.2[e]2C
2 C‘
52 1 F
O/ G . LiJ /
C '
I
z o O iu
V F Qo 0119
Complete Bulking or Area Ctrgcry Primary
Function Ares
ci 2 " 0
2 0 m II
20 E 2 2
I ()
J J

1. 2.

3. 8 9
Q coSOO)
ON
II OA 20
Z Q “1 o co —
Al54 g
92% IOcO
,2§5
iu IL %
FyS
60 V a F
Adjstmest
PF Ughtig
Control Credis
140.6(3)2/
170.2[eJ.B
(i
U- I-
y 2 02
Cl IL
1o
1 Z
< 01
2 0 1 0

O X IU V D IU
Cl'U1
o .
3 Z 0 <
y id (L IL
ul IU
2 0
IU iu
tn E
1 Z• Q
i — iu 0 F
( O
p d tn
I 2 0 Q
Ci ° 7 LU
4 CD
0 ) Z d
4 2
— 0) T ( CO co
r] s E E o @ — § c ( ‘ oYYCF
10/10/25
10/10/25

12/06/2022
VMP02
CRJOB CREATED:
9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP02-Veterans Memorial Park, CA\VMP02-Veterans Memorial Park, CA -North-B- CU-250328.dwg TITLE 24 ENERGY COMPLIANCE DOCUMENTSE6
TITLE 24 DOCUMENTS
4 03/04/2025 CR UPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 307 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
(CALIFORNIA ENERGY COMMISSION EXP. 6-30-2027CALIFORNIA ENERGY COMMISSIONCALIFORNIA ENERGY COMMISSIONCALIFORNIA ENERGY COMMISSION

NRCC-LTO-E
0 C/VI gy2301-019 VMP 01 Carlsbad Veterans Memorial Park (N. Bldg B)Project Name:2301-019 VMP 01 Carlsbad Veterans Memorial Park (N. Bldg B)Project Name: /VVI- oCALYC
2301-019 VMP 01 Carlsbad Veterans Memorial Park (N. Bldg B)Project Name:
2301-019 VMP 01 Carlsbad Veterans Memorial Park (N. Bldg B) Report Page:

H OUTDOOR LIGHTING CONTROLSF. OUTDOOR LIGHTING FIXTURE SCHEDULEFaraday & Whitman Way Date Prepared:

C COMPLIANCE RESULTS

A GENERAL INFORMATION
Carlsbad01 Calculations of Total Allowed Lighting Power (Watts) 140.7 / 170.2[e)s Of 1410(b]2L / 180.2[b]4Bv Compliance Resuts04 Total Illuminated Hardscape Area (ft2) 114612 01 0) 01 05 06 07 06 C Outdoor Lighting Zone per Title 24 Part 110.114 or as designated by Authority Having Jurisdiction (AHJ):
01 02 03 01 050706 09| □ |LZ-4: High - Must be reviewed by CA Energy Commission for Approval 01 03 04 05 UE 20LZ-O: Very Low - Undeveloped Parkland □ LZ-2: Moderate - Urban Clusters OR□ ILZ-3: Moderately High - Urban Areas I se’d Impector07 must be >■ 08170. Jo Area Description05 Compte lumi-aire Descript on Desgn Watts
• Support Areas FallPass Entry Lighting Photocontrol Provided Provided OR 297 84 COMPLIES 1 FOOTNOTE: Text has been abbreviated, please refer to Table 160.5-A to confirm compliance with the specific light source technologies listed. □ Linear □ □ □ 2Mfr. SpecLF-1 14 6 New 84 2Authority having jurisdiction may ask for cutsheets or other documentation to confirm compliance of light source.B PROJECT SCOPE 3Recessed luminaires marked for use in fire-rated installations, and recessed luminaires installed in non-insulated ceilings are excepted from ii and Hi.

Total Design Watts: 84
D. EXCEPTIONAL CONDITIONS
02 This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. 2 3
o oYes No E ADDITIONAL REMARKS
This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. 2 O4 Compliance with mandatory shielding requirements is required for luminaires with initial lumen output >= 6,200 unless exempted by 130.2(b)/ 160.5(c) 8 (o (O ‘Sum Total of Luminaires Being Added or Altered Calculation Method ( O)
□ <10% □ >=10% and <50% □ >= 50%
o“p
c •
o2
Generated Date/Time: Documentation Software: EnergyPro
Generated Date/Time: Generated Date/Time: Documentation Software: EnergyProGenerated Date/Time: Documentation Software: EnergyProDocumentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential ComplianceCA Building Energy Efficiency Standards - 2022 Nonresidential Compliance

CALIFORNIA ENERGY COMMISSION CALIFORNIA ENERGY COMMISSION CALIFORNIA ENERGY COMMISSION Project Name: 2301-019 VMP 01 Carlsbad Veterans Memorial Park (N. Bldg B) 2301-019 VMP 01 Carlsbad Veterans Memorial Park (N. Bldg B)Project Name: 2301-019 VMP 01 Carlsbad Veterans Memorial Park (N. Bldg B) Report Page:

Faraday & Whitman Way Date Prepared:

DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
M. LIGHTING ALLOWANCE: PER SPECIFIC AREA01 I certify that this Certificate of Compliance documentation is accurate and complete.

This section does not apply to this project.“Use A or lose h Allwance (select that apply) I select >11 that app’y) Documentation Author Signature:

HLU
LO
CCalculated General Hardscape Lighting Power Allowance per Table 140.7-Afor Nonresidential & Hotel/Motel O. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION I I02 0i 04 OS 07 08 09
Pta Wattage Allwance (AWA] Linear Wattage Allowance (LWA) - yArea Description Perimeter Length Form/Title
00 NRCI-LTO-E - Must be submitted for all buildingsEntrances 1146 0.021 24.1 115 0.2 22.9 47

4.250

5. LOP. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE 297 Responsible Designer Signature:

J. LIGHTING ALLOWANCE: PER APPLICATION System
FormTikThis section does not apply to this project.

NRCA-LTO-02-A - Must be submitted for all outdoor lighting controls except for alterations where controls are added to <= 20 luminaires. Entry Lighting; K. LIGHTING ALLOWANCE: SALES FRONTAGE
This section does not apply to this project.

L LIGHTING ALLOWANCE: ORNAMENTAL
This section does not apply to this project.

Generated Date/Time: Documentation Software: EnergyPro Generated Date/Time: Documentation Software: EnergyPro Generated Date/Time: Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance 0 CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance 0 a0)
CD00
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PLAN SET#
DATE:

DRAWN BY:
(
SHEET NO.

PAGE NO.

JESSE SANCHEZ

BUILDING OFFICIAL DATE
E General
Hardscape
Allowance
Table I (below)
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: EnergyPro-3895-1124-2308
Report Generated: 2024-11-1114:00:05
Compliance ID: EnergyPro-3895-1124-2308
Report Generated: 2024-11-1114:00:05
Compliance ID: EnergyPro-3895-1124-2308
Report Generated: 2024-11-1114:00:05
Compliance ID: EnergyPro-3895-1124-2308
Report Generated: 2024-11-1114:00:05
Watts per
kumnaire“2
Compliance ID: EnergyPro-3895-1124-2308
Report Generated: 2024-11-1114:00:05
Compliance ID: EnergyPro-3895-1124-2308
Report Generated: 2024-11-1114:00:05
Total General
AWA • LWA
(wants)
Compliance ID: EnergyPro-3895-1124-2308
Report Generated: 2024-11-1114:00:05
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Report Page:

Date Prepared:

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Project Name:

Project Address:

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Date Prepared:

Report Page:

Date Prepared:

NRCC-LTO-E
(Page 3 of 7)
11/11/2024
□ Per
Application
Table J
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to
Report Page:

Date Prepared:

G. SHIELDING REQUIREMENTS (BUG)
This section does not apply to this project.

Report Page:

Date Prepared:

Selections have been made based on information provided in this document. If any selection has been changed by permit applicant, an explanation should be included in Table E.

Additional Remarks. These documents must be provided to the building inspector during construction and can be found online Project Name:

Project Address:
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This document is used to demonstrate compliance with requirements in 110.9,130.0,130.2,140.7, and 141.0(b)2Lfor outdoor lighting scopes using the prescriptive path for nonresidential and hotel/motel occupancies. It is also used to document compliance with requirements in 160.5,170.2(e)6,180.1(a) and 180.2(b)4Bv for outdoor lighting scopes using the prescriptive path for multifamily and mixed-use occupancies. Multifamily includes dormitory and senior living facilities.

Results in this table are automatically calculated from data input and calculations in Tables F through N. Note: If any cell on this table says "COMPLIES with Exceptional Conditions" refer to Table D. Exceptional Conditions for guidance or see applicable Table referenced below.

NRCC-LTO-E
(Page 7 of 7)
11/11/2024
Fall
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Selections have been made based on information provided in this document. If any selection has been changed by permit applicant, an explanation should be included in Table E.

Additional Remarks. These documents must be provided to the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP). For more information visit: http://www.energy.ca.gov/title24/attcp/providers.html LU
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For linear luminaires, wattage should be indicated as W/lf instead of Watts/luminaire. Total linear feet should be indicated in column 05 instead of number of luminaires.

Select "New" for new luminaires in a new outdoor lighting project, or for added luminaires in an alteration. Select "Altered" for replacement luminaires in an alteration. Select "Existing to Remain" O Co lLU
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N. EXISTING CONDITIONS POWER ALLOWANCE (alterations only) This section does not apply to this project.

The information provided on this Certificate of Compliance is true and correct.

I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.

NRCC-LTO-E
(Page 4 of 7)
11/11/2024
Z
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□

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
Ornamental
140.3¥d)2 /

NRCC-LTO-E
(Page 2 of 7)
11/11/2024
for existing luminaires within the project scope that are not being altered and are remaining. Select "Existing Reinstalled" for existing luminaires which are being removed and reinstalled as part of the project scope.

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STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
LU
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STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
0 O0
a

NRCC-LTO-E
(Page 5 of 7)
11/11/2024
(Page 1 of 7)
11/11/2024

NRCC-LTO-E
(Page 6 of 7)
11/11/2024
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STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
Soul Allowed
[Wates)
C —O ,
For new or altered lighting systems demonstrating compliance with 140.7/ 170.2(e)6 all new luminaires being installed and any existing luminaires remaining or being moved within the spaces covered by the permit application are included in the Table below. For altered lighting systems using the Existing Power method per 141.0(b)2L only new luminaires being installed and replacement luminaires being installed as part of the project scope are included (ie, existing luminaires remaining or existing luminaires being moved are not included).

Designed Wattage:

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
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Phone:
541-850-6300
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141.00/21 /
180 2eat
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Please proceed to Table F. Outdoor Lighting Fixture Schedule to define the project's luminaires. 1 FOOTNOTES: % of Existing Luminaires Being Altered = (Sum Total of Luminaires Being Added or Altered/Existing Luminaires within the Scope of the Permit Application) x 100. z
0 This table demonstrates compliance with controls requirements for all new or altered luminaires installed as part of the permit application. For alteration projects, luminaires which are existing to remain (ie untouched) and luminaires which are removed and reinstalled (wiring only) do not need to be included in this table even if they are within the spaces covered by the permit application.

Outdoor lighting for nonresidential buildings, parking garages and common service areas in multifamily buildings must be documented separately from outdoor lighting attached to multifamily buildings and controlled from the inside of a dwelling unit Mandatory Controls for Nonresidential Occupancies, Parking Garages & Common Areas in Multifamily Buildings 0 0 z
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This table includes outdoor lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.7/ 170.2(e)6 or 141.0(b)2L/ 180.2(b)4Bv for alterations.

My Project Consists of:

Project Location (city)
Climate Zone
* NOTES: Selections with a * require a note in the space below explaining how compliance is achieved.

EX: Luminaire is lighting a statue; EXCEPTION 2 to 130.2(b) 1 FOOTNOTES: Authority Having Jurisdiction may ask for Luminaire cut sheets to confirm wattage used for compliance per 130.0(c)/ 160.5(b) Howi
Wattape
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Occupancy Types within Project
Responsible Designer Name:

Ralph Hall
Company:

PSE Consulting Engineers, Inc.

Address:
250 Main St.

City/State/Zip:

Klamath Falls OR 97601
Luminaire
Status?
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170.2116
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Documentation Author Name:

Matthew Weldon
Company:

Regerfour LLC dba 5 Star Energy
Address:
1878 Saltu
City/State/Zip:

Redding Ca 96002

RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:

1. LIGHTING POWER ALLOWANCE (per 140.7 / 170.2(c))
This table includes areas using allowance calculations per 140.7/ 170.2(e). General Hardscape Allowance is per Table 140.7-A/Table 170.2-R while "Use it or lose it" Allowances are per Table 140.7-B/Table 170.2-S. Indicate which allowances are being used to expand sections for user input. Luminaires that qualify for one of the "Use it or lose it" allowances shall not qualify for another "Use it or lose it" allowance.

Outdoor lighting attached to multifamily buildings and controlled from the inside of a dwelling unit are included in Table H. and are not included here. All other multifamily outdoor lighting is included here.
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Date Signed:
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License:

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Initial Wattage Allowance for Entire Site (Watts):

Instances of Initial Wattage Allowance (LZ 0 only)1
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Signature Date:
2024-11-11
CEA/ HERS Certification Identification (if applicable):
09 Allowed Dentty
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N/A

COMPLIES
1!
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Hardscape
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140.76)1 f
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(See Table n
297
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1. 2.

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12/06/2022
VMP03
CRJOB CREATED:
9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP03-Veterans Memorial Park, CA\VMP03-Veterans Memorial Park, CA -South- CU-250328.dwg COVER SHEETG0

COVER SHEET
G1

GENERAL NOTES
G2

DESIGN CRITERIA

CODE SUMMARY
G
PAGE
A1
A2
A3
A4
S7
S8a
S8b
S9
A5
P
Ea
RE9

DATE BYDESCRIPTION
311/14/24CRA1.4,A3.1,A5.1,A5.3,A5.4,S7.1,S8.1,S8.4,S88.5,S8.7,S8.8,S9.1 211/01/24CRG0,A1.3,A1.4,A4.1,A4.4,A5.1,P1,P2,E1,E2,E4

REVISION SCHEDULE
102/07/23CRG1,G2,S7.1,S7.2,S8.1,S8.2,S8.3,S8.5,S8.6,S8.7,S8.8,S9.1 PROJECT I.D. :

PROJECT INFORMATION
CITY / STATE:

SITE ADDRESS:

PROJECT NAME:VETERANS MEMORIAL PARK - SOUTH BLDG
VMP03

FARADAY AVENUE AT WHITMAN WAY
CARLSBAD, CA 92008

SHEET SCHEDULE

SHEET CONTENTS
A5.1DOOR SCHEDULE
G1GENERAL NOTES / SYMBOL LEGEND
A1.1FLOOR PLAN
S7.1FOUNDATION PLAN
S8.2STRUCTURAL CMU REBAR LAYOUT
S10.1ROOF CONNECTION DETAILS
A5.2DOOR DETAILS
A2.1EXTERIOR ELEVATION VIEWS
G2DESIGN CRITERIA AND CODE SUMMARY
A3.1SECTION VIEWS
S7.2FOUNDATION DETAILS
S9.1ROOF FRAMING PLAN
A4.1WALL FINISH SCHEDULE (INTERIOR/EXTERIOR)
S7.3FOUNDATION DETAILS
S8.1STRUCTURAL CMU PLAN
S8.3STRUCTURAL CMU DETAILS
E1ELECTRICAL SCHEDULE
E3ELECTRICAL RISER DETAILS
A2.2EXTERIOR ELEVATION VIEWS
S8.4STRUCTURAL CONCAVE WALL DETAILS
S8.5STRUCTURAL CMU ELEVATION VIEWS
E2ELECTRICAL PLAN
E4ELECTRICAL PANEL SCHEDULE
A4.2SIDING DETAILS
S10.2ROOF CONNECTION DETAILS
S10.3ROOF CONNECTION DETAILS
A5.3ROLL-UP DOOR SCHEDULE
G0TITLE PAGE, SHEET & REVISION SCHEDULE

CODES AND STANDARDS

SPECIAL INSPECTIONSSPECIAL INSPECTIONS, CONT'D
MASONRY CONSTRUCTION: LEVEL B QUALITY ASSURANCE (PER TABLE 1.19.2 IN TMS402/11)

INSPECTION TASK
A. PROPORTION OF SITE-PREPARED MORTAR
A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS
A. GROUT SPACE

FREQUENCY OF INSPECTION

CONTINUOUS
-
-
-
-
-
-

PERIODIC
X
X
X
X
X
X
X

REFERENCE CRITERIA
ACI 530 /
-
-
-
-
ACI 530.1 /
ART. 2.1, 2.6A
ART. 3.4/ 3.6A
ART. 2.4, 3.4
-
ART. 1.8C, 1.8D
ART. 3.2D, 3.2 F
ASCE5ASCE6
--
SEC. 1.16.4.3, 1.17.1

INSPECTION LOCATION

INHOUSE FIELD
-X
-X
-X
-X
-X
-X
-X
-X

1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS-X-ART. 1.5-X TMS 402 /TMS 602 /

2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:

B. CONSTRUCTION OF MORTAR JOINTS-X-ART. 3.3 B-X
D. LOCATION OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS

AND ANCHORAGES

3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:

X --X B. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS, AND

PRESTRESSING TENDONS AND ANCHORAGES
C. PLACEMENT OF REINFORCEMENT, CONNECTORS AND PRESTRESSING

TENDONS AND ANCHORAGES
SEC. 1.16
SEC. 1.16ART. 3.2E, 3.4, 3.6A
-X-X D. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONSART. 2.6B, 2.4G.1.b-
-X-X E. CONSTRUCTION OF MORTAR JOINTSART. 3.3B -

4. VERIFY DURING CONSTRUCTION:

ART. 3.3F
B. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF

ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION.

D. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F(4.4°C)) OR HOT WEATHER (TEMPERATURE ABOVE 90°F(32.2°C))

5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR

PRISMS-X
ART. 1.4B.2.a.3, 1.4B.2.b.3,

1.4B.2.c.3, 1.4B.3,1.4B.4
STEEL CONSTRUCTION (PER TABLE 1705.2.2 IN 2016 CBC)

VERIFICATION AND INSPECTION

IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED

MANUFACTURER'S CERTIFIED MILL TEST REPORTS

FREQUENCY OF INSPECTION

CONTINUOUS
-
-

PERIODIC
X
X

REFERENCE CRITERIA

REFERENCED STANDARD
AISC 360 SECTION A3.3

CBC REFERENCE
-
-

IN THE APPROVED CONSTRUCTION DOCUMENTS
-
X-
X-

INSPECTION LOCATION

INHOUSE FIELD
SEISMIC DESIGN DATA:DESIGN LOADS
ROOF:

ROOF: DEAD LOAD

WALL DEAD LOAD

IBC SEISMIC DESIGN CATEGORY

DESIGN WIND SPEED (ULTIMATE)

ALLOWABLE SOIL BEARING

EXPOSURE
MPH
PSF
PSF
PSF
PSF
LOAD LIVE20
15 81
D
100
C
2000
WIND DESIGN :

OCCUPANCY CLASS.:

CONSTRUCTION:

AREA: ______ FT2
AREA ALLOWABLE: _______FT2
HEIGHT: _ STORY
HEIGHT ALLOWABLE: _ STORY
OCCUPANT LOAD: ___
CODE SUMMARY:

U
VB
785
5500
1 1
11 2022 CALIFORNIA BUILDING CODE (CBC), TITLE 24 PART 2 (BASED ON 2021 IBC) 2022 CALIFORNIA ELECTRICAL CODE, TITLE 24 PART 3 (BASED ON 2020 NFPA, NEC) 2022 CALIFORNIA MECHANICAL CODE, TITLE 24 PART 4 (BASED ON 2021 UMC) 2022 CALIFORNIA PLUMBING CODE, TITLE 24 PART 5 (BASED ON 2021 UPC) 2022 CALIFORNIA BUILDING ENERGY CODE, TITLE 24 PART 6
2022 CALIFORNIA FIRE CODE, TITLE 24 PART 9, (BASED ON 2021 IFC) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
2025 CARLSBAD MUNICIPAL CODE
1 S10.1
DETAIL
NAME

ABBREVIATIONS
NOTE: ARCHITECT/ENGINEER IS NOT RESPONSIBLE FOR ANY SITE DESIGN OR

ENGINEERING AND WILL NOT BE HELD ACCOUNTABLE OR LIABLE FOR ANY ISSUES RELATED TO THIS SITE. IT IS THE OWNER'S RESPONSIBILITY TO

ACCURATELY LOCATE THIS BUILDING, SET FLOOR AND ADJACENT ELEVATIONS, DETERMINE SITE IS SUITABLE FOR CONSTRUCTION, VERIFY ALL UTILITIES, ETC.

SYMBOL LEGEND

DETAIL REFERENCE

BUILDING SECTION
SHEET NO.

DETAIL NO.
1 A3.1
2 1

RECYCLE

RECYCLE ALL USED SHIPPING

MATERIALS AND LEFT OVER

BUILDING MATERIALS
3 1
A1.4

DETAIL CALLOUT

1. THIS PROJECT SHALL COMPLY WITH ALL 2022 CALIFORNIA BUILDING CODES AND STANDARDS IDENTIFIED ON SHEET G2. ALL WORK SHALL MEET OR EXCEED INDUSTRY STANDARDS FOR MATERIALS, WORKMANSHIP, ETC.

2. CONTRACTOR SHALL REVIEW THE DRAWINGS THOROUGHLY BEFORE PROCEEDING WITH ANY WORK. ANY DISCREPANCIES FOUND WITHIN THESE DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF ROMTEC.

CONTRACTOR SHALL NOT PROCEED WITH ANY WORK HE KNOWS TO BE IN CONFLICT WITH OTHER WORK, OR IS NOT APPROVED BY CODE, UNTIL RESOLVED BY ROMTEC OR THE ENGINEER/ARCHITECT.

3. CONTRACTOR SHALL MAINTAIN GENERAL LIABILITY INSURANCE AND WORKER'S COMP. INSURANCE AS PER SPECIFIC STATE MINIMUM REQUIREMENTS.

4. FOOTINGS SHALL BE CONSTRUCTED ON UNDISTURBED NATIVE SOIL OR ENGINEER APPROVED FILL. CONTRACTOR TO VERIFY ASSUMED SOIL BEARING CAPACITY NOTED ON SHEET G2. SHOULD SOIL NOT MEET OR EXCEED THE ASSUMED

SOIL BEARING CAPACITY, CONTRACTOR TO MODIFY SOIL CONDITIONS TO SATISFY CRITERIA OR NOTIFY THE STRUCTURAL ENGINEER TO REVISE DESIGN PER CONDITIONS ENCOUNTERED. BACKFILL AROUND BUILDING TO PROVIDE SLOPE AWAY FROM BUILDING NOT LESS THAN A 5% SLOPE FOR A MINIMUM DISTANCE OF 10' FROM THE BUILDING, PER 2022 CBC 1804.3.

5. A. CAST-IN-PLACE CONCRETE: 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 4" +/- 1" SLUMP, WITH MAX 1" AGGREGATE, AND ALL MATERIALS IN ACCORDANCE WITH ACI 318 STANDARD. FINE BROOM FINISH INTERIOR SURFACES AND EXTERIOR SLABS. JOINTS REQUIRED IN FLAT WORK, SEE FOUNDATION DETAILS FOR REQUIREMENTS.

B. CMU BLOCKS “MEDIUM WEIGHT DENSITY” ARE MANUFACTURED TO ASTMC90-02 STANDARDS WITH A MIN COMPRESSIVE STRENGTH Fm = 1500 PSI. ALL CMU BLOCKS MUST BE FULLY GROUTED IN 5 FT MAXIMUM LIFTS (EXCEPTION - HIGH LIFT GROUTING FOR 8'-8" WALLS MAYBE USED AS LONG AS CLEANOUT OPENINGS ARE PROVIDED AT THE BOTTOM OF EVERY CELL FOR EACH POUR ABOVE 5 FT). THE MORTAR TO BE USED SHALL BE TYPE S 1800 PSI MORTAR CONFORMING TO ASTM C270. MASONRY (CONCRETE) GROUT: 2500 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 9" +/- 1" SLUMP, WITH MAX 1/2" AGGREGATE, AND TESTED IN ACCORDANCE TO MEET ACI 318. FINE OR COURSE GROUT MAY BE USED IN ACCORDANCE WITH 2022 CBC. CONSOLIDATE GROUT AT THE TIME OF PLACEMENT. CONSOLIDATE POURS EXCEEDING 12 IN. IN HEIGHT BY MECHANICAL VIBRATION, AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. CONSOLIDATION AND RECONSOLIDATION ARE NORMALLY ACHIEVED WITH A MECHANICAL VIBRATOR. A LOW VELOCITY VIBRATOR WITH A 3/4 IN. HEAD IS USED.

6. ANCHOR AND MACHINE BOLTS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE BOLTS SHALL BE INSTALLED PER TURN-OF-NUT INSTALLATION METHOD, REQUIRED TURNS FOR PRE-TENSIONING FROM SNUG-TIGHT, U.N.O. IN THIS PLAN SET OR BY ANCHOR BOLT OR FASTENER MANUFACTURER. SCREWS AND MACHINE BOLT CALLOUTS ARE MINIMUM SIZE SIZE ALLOWED, ACTUAL SIZE MAY VARY. HOLLOW STRUCTURAL SECTION (HSS) SHALL BE ASTM A500 GRADE B, Fy = 46 ksi.

WIDE FLANGE BEAMS SHALL BE ASTM A992, Fy = 50 ksi. STEEL PLATES & SHAPES SHALL BE ASTM A36, Fy = 36 ksi.

CONCRETE REINFORCING STEEL (REBAR): 60 ksi. (GRADE 60). WOOD FRAMING SHALL BE #2 & BETTER DOUGLAS FIR, UNO.

GLU-LAM BEAMS SHALL BE GRADE 24F-V4.

7. QUESTIONS CONCERNING MATERIALS OR CONSTRUCTION CONTACT ROMTEC TECHNICAL ASSISTANCE AT:
541-496-3541

8. ROMTEC SCOPE SUPPLY AND DESIGN SUBMITTAL (SSDS) IDENTIFY SPECIFIC MODEL, MANUFACTURER & BRAND OF ALL PLUMBING AND ELECTRICAL FIXTURES AND ACCESSORIES. REFER TO THE SSDS FOR SPECIFIC LIST OF ITEMS SUPPLIED BY ROMTEC, ANY ITEMS NOT LISTED IN THE SSDS IS ASSUMED SUPPLIED BY THE INSTALLER.

9. THE OWNER / CONTRACTOR MAY EXERCISE DISCRETION IN SELECTING THE FINAL LOCATION FOR NON-DIMENSIONED ACCESSORIES AND FIXTURES (E.G., LIGHTS, COMFORT HEATERS, ETC.)

GENERAL NOTES

ELEVATION VIEW
1 A2.1

VENT NUMBER OR

WINDOW NUMBER - SEE

APPLICABLE SCHEDULE

DOOR NUMBER - SEE

APPLICABLE SCHEDULE

WOOD FILLER WALL - SEE

APPLICABLE SCHEDULE

INTERIOR ELEVATION

REFERENCE
1 S10.1
DETAIL
NAME

ABANCHOR BOLT

ACTADULT CHANGING TABLE

AFFABOVE FINISHED FLOOR

ATSAUTOMATIC TRANSFER SWITCH

BNBOUNDARY NAIL

BOTBOTTOM

BPBREAKER PANEL

CJCONTROL JOINT

CLCENTER LINE

COCLEAN OUT

CMUCONCRETE MASONRY UNIT
dbNOMINAL BAR DIAMETER

DDDIAPER DECK

DIADIAMETER

DISCDISCONNECT

EMELECTRIC METER

ENEND NAIL

EWEACH WAY

FAFREE AIR

FDFLOOR DRAIN

FFFINISHED FLOOR

FGFINISHED GRADE

FNFIELD NAIL

FRPFIBERGLASS REINFORCED PANEL

GBGRAB BAR

GLBGLUE LAMINATED BEAM

HBHOSE BIBB

HDHAND DRYER

HMHOLLOW METAL (DOOR)

HSSHOLLOW STRUCTURAL SECTIONS

HTRHEATER

HYPHYPOTENUSE
I.S.INSTALLER SUPPLIED

KSIKIPS PER SQUARE INCH

LSTRUCTURAL STEEL ANGLE

LAVLAVATORY

LFLIGHT FIXTURE

MBPMAIN BREAKER PANEL

MDMAIN DISCONNECT

MINMINIMUM

MIRMIRROR

MOMASONRY OPENING

MRMETAL ROOFING

MSMILD STEEL

NDNAPKIN DISPOSAL

NTSNOT TO SCALE

OCON CENTER

OCEWON CENTER EACH WAY

OSBORIENTED STRAND BOARD

PPHOTO EYE

PCCPORTLAND CEMENT COMPANY

PENPANEL EDGE NAILING

PLPLATE

PSFPOUNDS PER SQUARE FOOT

PSIPOUNDS PER SQUARE INCH

PTPRESSURE TREATED

PTDPAPER TOWEL DISPENSER

PVPHOTO VOLTAIC
R4SROUGH FOUR SIDES

REQDREQUIRED

ROROUGH OPENING
S4SSURFACED FOUR SIDES

SCHSCHEDULE

SDSOAP DISPENSER

SIPSTRUCTURAL INSULATED PANEL

SJSAW JOINT

SMSHEET METAL

SNSHEAR NAILING

SSSTAINLESS STEEL

TBDTO BE DETERMINED

T&BTOP & BOTTOM

T&GTONGUE & GROOVE

TLTTOILET

TPTOILET PAPER DISPENSER

TSTIMER SWITCH

TSCDTOILET SEAT COVER DISPENSER

TYPTYPICAL

UNOUNLESS NOTED OTHERWISE

VBVAPOR BARRIER

VTRVENT THROUGH ROOF

WHWATER HEATER

WWMWOVEN WIRE MESH
W/WITH
A2.3EXTERIOR ELEVATION VIEWS
A2.4EXTERIOR ELEVATION VIEWS
P1PLUMBING SCHEDULE
P2PLUMBING PLAN
MM1MECHANICAL PLAN
A1.2ADA CLEARANCES
A1.3ADA RESTROOM FIXTURE DETAILS
A1.4INTERIOR ELEVATIONS VIEWS
S8.6STRUCTURAL CMU ELEVATION VIEWS
S8.7STRUCTURAL CMU ELEVATION VIEWS
S8.8STRUCTURAL CMU ELEVATION VIEWS
2 11/01/2024 CR UPDATING PER COMMENT LOG A4.3SIDING DETAILS A4.3SIDING DETAILS
A5.4ROLL-UP DOOR DETAILS
3 11/14/2024 CR UPDATING PER STRUCTURAL
403/05/25CRG0,G2,A1.3,A1.4,A2.3,A5.1,S7.1,S7.2,S7.3
M1,E5,E6
4 03/05/2025 CR UPDATING PER COMMENTS
EbE5TITLE 24 DOCUMENTS
EcE6TITLE 24 DOCUMENTS
503/28/25CRG0,S7.1
5 03/28/2025 CR UPDATING PER GEOTECH COMMENTS
G3

DESIGN CRITERIA

CODE SUMMARY
G3DESIGN CRITERIA AND CODE SUMMARY
609/10/25NPG3, P3, P4
P3PLUMBING PLAN
P4PLUMBING PLAN

OCCUPANT LOAD

SPACEFUNCTION OF SPACE PER
CPC TABLE 4-1

MAXIUMUM FLOOR AREA

ALLOWANCES PER

OCCUPANT PER CPC
TABLE 4-1

SPACE AREAPROPOSED

OCCUPANTS

ELECTRICAL METER
ROOMOFFICE150 GROSS13 FT²1 OCCUPANT
I.T. ROOM & ELECTRICAL
PANEL ROOMOFFICE300 GROSS41 FT²1 OCCUPANT

ALL GENDER SINGLE
USER RESTROOMWORKOUT AREAS50 GROSS41 FT²1 OCCUPANT

ADA ALL GENDER

SINGLE USER

RESTROOM
WORKOUT AREAS50 GROSS50 FT²1 OCCUPANT

ADA ALL GENDER

SINGLE USER

RESTROOM
WORKOUT AREAS50 GROSS50 FT²1 OCCUPANT

ADA ALL GENDER

FAMILY SINGLE USER

RESTROOM
WORKOUT AREAS50 GROSS59 FT²1 OCCUPANT

ADA ALL GENDER

FAMILY SINGLE USER

RESTROOM
WORKOUT AREAS50 GROSS59 FT²1 OCCUPANT
MECH ROOMSTORAGE ROOM300 GROSS147 FT²1 OCCUPANT
STORAGESTORAGE ROOM300 GROSS59 FT²1 OCCUPANT
STORAGE CLOSET STORAGE ROOM300 GROSS13 FT²1 OCCUPANT
6 09/10/2025 NP UPDATING PER COMMENT LOG
09/10/2025
CIP4609 DWG546-1A
Sheet 308 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
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3. ALTERNATIVE WATER HEATING SYSTEM APPLICABLE: • YES NOSS: 1.004 EXPOSURE: C < 2 < 200 IDS1: 0.365 18.30.020
/ Yes | | N/AINTERNAL PRESSURE COEFE = ±0.18SITE CLASS: D 0 SMS: 1.205
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00 SDS: 0.803 Yes | | No in«00 a 00
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ELECTRIC VEHICLE {EV) CHARGING APPLICABLE: • YES | | NO4. 00SEISMIC DESIGN CATEGORY: D
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[ I N/A18.21.030? Yes
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Required Provided
BEARING WALL SYSTEM: SPECIAL REINFORCED MASONRY SHEAR WALL PLAN SET# No
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PAGE NO.

JESSE SANCHEZ

BUILDING OFFICIAL DATE
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Yes
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No. of EV Ready Spaces:

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Hardship Approved
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Exception Requested
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CONCRETE SPECIAL INSPECTION NOT REQUIRED PER IBC 1705.3 EXCEPTION 2.3 [FOOTINGS]
EXCEPTION 3 [SLAB]
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1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
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18240 NORTH BANK ROAD - ROSEBURG, OR 97470
(541 )-496-3541 FAX (541 )-496-0803
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10/10/25

MOUNTING HEIGHTS & LOCATIONS FOR

ADA FIXTURES/ACCESSORIES ARE
DIMENSIONED ON A1.2, A1.3 & A1.4 SHEETS
1 FLOOR PLAN- SOUTH BLDG.

SCALE: 1/4" = 1'-0"
A
B
C
D
B
A2.2
A1.1

FLOOR PLAN
8'-0"8'-0" 9'-4" 7'-4"
32'-8" 6'-3 7/8"
WH-1
HB-1
DD
ALPINE COMBI 3000

VENDING MACHINE
(BY OTHERS)
72"H X 29.5"W X 38"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
12 HB-1 HB-1 HB-1
HB-1 HB-1
ADA

ALL GENDER

STORAGE

ELECTRICAL
PANEL
ROOM &

IT ROOM
MECH
BP
ADA

ALL GENDER
3 LOUVER
LV-1
HD
FD-2
WC-1
GB42
GB18
GB36
3" VTR
SD
2 LOUVER 1
LOUVER11
4 LOUVER
5 LOUVER
6 LOUVER
7 LOUVER
10 LOUVER
S-1
FD-1
FD-1
LV-1
HD
WC-1
GB42
GB18
GB36
SD
HB-2

ALL GENDER
WC-1
LV-1
HDSD
FD-2

ALL GENDER
WC-1
LV-1
HDSD
GB42
GB18
GB36
FD-2
WC-1
LV-1
HDSD
GB42
GB18
GB36
FD-2
FD-2
3" VTR3" VTR3" VTR
ADA

ALL GENDER
FAMILY

RESTROOM

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND
HB-1
WC-1
LV-1
HDSD
FD-2

RECESSED

TP/TSCD/ND
ADA

ALL GENDER
FAMILY

RESTROOM
DD

STORAGE

ELECTRICAL

METER ROOM
8 9
HB-1
4'-8"
8'-8"3'-4"
M.O.
8'-8"
C
A2.3

WALL TYPE SCHEDULE
8" REINFORCED CONCRETE

MASONRY BLOCK WALL WITH

MORTAR JOINTS, GROUTED SOLID
ALL CELLS RUNNING BOND PATTERN.

A
A2.1
PEAK
EAVE
1 A3.1
2'-0"3'-4"
M.O.
3'-4"6'-8"
M.O.
2'-8"3'-4"
M.O.
4'-8"3'-4"
M.O.
3'-4"
2'-0"3'-4"
M.O.
6'-0"3'-4"
M.O.
6'-0"3'-4"
M.O.
3'-4"3'-4"
M.O.
2'-0"
D
A2.4
A. THE ACCESSIBLE SINK SHALL BE MOUNTED WITH
THE COUNTER OR RIM NO HIGHER THAN 34” ABOVE
FINISH FLOOR. KNEE CLEARANCE THAT IS AT LEAST
27” HIGH, 30” SIDE AND 19” UNDERNEATH THE SINK
SHALL BE PROVIDED. HOT WATER AND DRAIN

SHALL BE INSULATED OR OTHERWISE CONFIGURED
SO AS TO PROTECT AGAINST CONTACT. THERE

SHALL BE NO SHARP OR ABRASIVE SURFACES
UNDER THE SINK. SECTION 11B- 606.

B. FAUCET CONTROLS AND OPERATING

MECHANISMS SHALL BE OPERABLE WITH ONE HAND

AND SHALL NOT REQUIRE TIGHT GRASPING,
PINCHING OR TWISTING OF THE WRIST. LEVER

OPERATED, PUSH-TYPE AND ELECTRONICALLY
CONTROLLED MECHANISMS ARE ACCEPTABLE.

SELF-CLOSING VALVES ARE ALLOWED IF THE
FAUCET REMAINS OPEN FOR AT LEAST 10
SECONDS. SECTION 11B-606.4.
1 1/4" TO 1 1/2"

NOMINAL DIAMETER
1 1/2"
WALL

FASTEN TO CMU
WALL W/ (2) 5/16"Ø
X 1 3/4" CONCRETE

ANCHORS

INSTALLED GRAB BARS MUST
MEET 250# MINIMUM LOAD &

GRAB BARS SHALL NOT ROTATE
WITHIN THEIR FITTINGS PER CODE.

GRAB BAR SECTION
SCALE: 1 1/2" = 1'-0"2
SIGN FASTENERS: CONCRETE/CMU
(4) 3/16" X 1 3/4" 410SS PHILLIPS FLAT

HEAD CONCRETE ANCHOR
A1.2

ADA CLEAR SPACE
A1.3

INTERIOR ELEVATIONS
A
B
C
D 1

ADA RESTROOM FIXTURE CLEAR FLOOR AREA
SCALE: 1/4" = 1'-0"
A1.4

INTERIOR ELEVATIONS
B
A2.2
WH-1
HB-1
DD
ALPINE COMBI 3000

VENDING MACHINE
(BY OTHERS)
72"H X 29.5"W X 38"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
12 HB-1 HB-1 HB-1
HB-1 HB-1
ADA

ALL GENDER

STORAGE

ELECTRICAL
PANEL
ROOM &

IT ROOM
MECH
BP
ADA

ALL GENDER
3 LOUVER
LV-1
HD
FD-2
WC-1
GB42
GB18
GB36
3" VTR
SD
2 LOUVER 1
LOUVER11
4 LOUVER
5 LOUVER
6 LOUVER
7 LOUVER
10 LOUVER
S-1
FD-1
FD-1
LV-1
HD
WC-1
GB42
GB18
GB36
SD
HB-2

ALL GENDER
WC-1
LV-1
HDSD
FD-2

ALL GENDER
WC-1
LV-1
HDSD
GB42
GB18
GB36
FD-2
WC-1
LV-1
HDSD
GB42
GB18
GB36
FD-2
FD-2
3" VTR3" VTR3" VTR
ADA

ALL GENDER
FAMILY

RESTROOM

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND
HB-1
WC-1
LV-1
HDSD
FD-2

RECESSED

TP/TSCD/ND
ADA

ALL GENDER
FAMILY

RESTROOM
DD

STORAGE

ELECTRICAL

METER ROOM
8 9
HB-1
A
A2.1
1 A3.1
D
A2.4
30"x36"
60"x60" 48"x48"
60"x56"
30"x48"
60"x60" 48"x48"
60"x56"
30"x48"
60"x60"48"x48"
30"x48"
60"x59"
60"x60"48"x48"
30"x48"
60"x56"
1 A1.4
GB18
GB42
36"
GB36
6"
18"
8'-8"

EXHAUST DUCT
REGISTER, TYP.

C
A2.3
HD
LV-1
SD
OS
8'-4"

ALL ROOF FRAMING MEMBERS,

SILL PLATE, BRACKETS,

HOLDDOWNS, CLIPS &

FASTENERS WILL BE VISIBLE
1X2 CEDAR TRIM TO COVER
EDGE OF P.T. SILL PLATE
LV-1
GB42
GB18
GB36
36"
40"
40"
REAR
WALL
12" MAX.1 1/2"
MIN
18"
6 1

ADA RESTROOM INTERIOR ELEVATION VIEWS
SCALE: 1/4" = 1'-0"
WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS,

URINALS AND WATER CLOSETS SHALL HAVE SMOOTH, HARD,
NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4
FEET ABOVE THE FLOOR OR PER LOCAL CODE.

FOR EXTERIOR/INTERIOR FINISH SCHEDULE REFER TO SHEET A4.1

VIEW AVIEW D VIEW C VIEW B
30"x48"
20'-8"
EAVE
5'-4"
12'-8" M.O.
6'-8 3/4"
6'-0 3/4"8'-8 3/8"
7'-4 3/8"7'-4 3/8"
6'-0 3/8" 6'-0 3/8"
8'-8 3/8" 8'-8 3/8"
31'-4 3/4"
4'-0"4'-0"

METER CABINET (BY
OTHERS), TYP. (2)
T

EXTERIOR LIGHT

SENSOR/CONTROL
2 10/18/2024 CR DESIGN COMMENTS (DATED 09/30/24 &10/09/24)

LAVATORY
(SINK)
SOAP

DISPENSER
40" MAX

BOTTOM OF

REFLECTIVE

SURFACE
18x36
MIR
40" MAX.

TO BUTTON
SD
LV-1
9"
MIN
6"
MAX
27" MIN
34" MAX
(RIM)
13"
8"
MIN
29" MIN
CLEAR
22"
17" MIN
25" MAX
16"
11" MIN
GB42
36"
40"
40"
REAR
WALL
GB18
GB36
GB18
GB42
36"
GB36
6"
18"

TOILET GRAB BARS
40" MAX
HAND
DRYER
HD
NOTE:

RESTROOM ACCESSORIES ARE
TO BE SUPPIED BY THE CITY.

ELEVATIONS
43 1/2" F.F.

RECESSED

TP DISPENSER, SEAT

COVER DISPENSER &

NAPKIN DISPOSAL
20 5/8"

FROM BACK WALL
33 1/4" CL OF

GRAB BAR

RECESSED

TP/TSCD/ND
17" - 19"

TO SEAT
WC-1 WC-1

RECESSED

TP/TSCD/ND
WC-1WC-1

ALL GENDER

RESTROOM
6"
NOTE:

ALL GENDER SANITARY FACILITIES

SIGN SHALL BE IDENTIFIED BY A
CIRCLE, 1/4” THICK AND 12” INCHES IN
DIAMETER WITH 1/4" THICK TRIANGLE

SUPERIMPOSED ON THE CIRCLE AND
WITHIN THE 12" DIAMETER

SIGNS WITH RAISED CHARACTERS &
BRAILLE SHALL BE LOCATED 48"

MINIMUM ABOVE THE FINISHED

FLOOR OR GROUND

SURFACE,MEASURED FROM THE

BASELINE OF THE LOWEST LINE OF
BRAILLE AND 60 INCHES MAXIMUM

ABOVE THE FINISHED FLOOR OR

GROUND SURFACE, MEASURED FROM

THE BASELINE OF THE HIGHEST LINE
OF RAISED CHARACTERS.
@KK FDMCDQ

RESTROOM

NOTE 'A'

NOTE 'B'
NOTES:

A) CHARACTERS ON SIGNS SHALL BE
RAISED 1/32“ INCH MINIMUM AND SHALL

BE 'SANS SERIF' UPPERCASE

CHARACTERS ACCOMPANIED BY GRADE II
BRAILLE (WHERE REQUIRED). RAISED

CHARACTERS SHALL BE A MINIMUM OF
5/8” INCH AND A MAXIMUM OF 2” INCHES
HEIGHT.

B) CONTRACTED GRADE II BRAILLE

SHALL BE USED WHENEVER BRAILLE IS
REQUIRED. DOTS SHALL BE 1/10”TH INCH
ON CENTERS IN EACH CELL WITH A 2/10TH

INCH SPACE BETWEEN CELLS, MEASURED

FROM THE SECOND COLUMN OF DOTS IN

THE FIRST CELL TO THE FIRST COLUMN
OF DOTS IN THE SECOND CELL. DOTS
SHALL BE A RAISED A MINIMUM OF 1/40TH
(0.025) INCH ABOVE THE BACKGROUND.
3/8" MIN.

ADA SIGNS DETAIL
SCALE: 1 1/2" = 1'-0"
6"

NOTE 'A'

NOTE 'B'
3/8" MIN.
3 30"
36 3/4"
34 3/4"
M.O.
21"
19"
M.O.

RECESSED

DIAPER DECK
12"
HB-1
2 1/2"
3 11/14/2024 CR UPDATING PER STRUCTURAL
1'-2 3/4"
3'-7 1/2"
54" MIN.
29 3/4"
24" MIN.

RECESSED

TP/TSCD/ND
12"
MIN.
24"
MIN.
12"
MIN.
24"
MIN.
12" MAX.1 1/2"
MIN
54" MIN.
29 3/4"
24" MIN.

WC-1

TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE
WALL WITHIN 7 TO 9 INCHES OF THE FRONT EDGE OF
THE TOILET SEAT, AT A MINIMUM HEIGHT OF 19 INCHES.

DISPENSERS THAT CONTROL DELIVERY OR DO NOT
PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED.

CBC 11B-604.7
7 13/16"
7" - 9"
7 13/16"
7" - 9"

FROM FRONT OF

WATER CLOSET

FROM FRONT OF

WATER CLOSET
4 03/05/2025 CR UPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 309 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
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EXERTIOR ELEVATIONS
A2.2

EXTERIOR ELEVATIONS
C
ELEVATION VIEW- SOUTH BLDG.

SCALE: 1/4" = 1'-0"
A
ELEVATION VIEW- SOUTH BLDG.

SCALE: 1/4" = 1'-0"
B
ELEVATION VIEW- SOUTH BLDG.

SCALE: 1/4" = 1'-0"
D
ELEVATION VIEW- SOUTH BLDG.

SCALE: 1/4" = 1'-0"
A2.3

EXERTIOR ELEVATIONS
A2.4

EXTERIOR ELEVATIONS

ALL GENDER

RESTROOM
60"
10"

GENDER NEUTRAL PICTORIAL ADA
SIGN PER CBC 2019 11B-703.7.2.6

GENDER NEUTRAL ISA WITH BRAILLE
SIGN PER ADA & CBC 2019 11B-703
~10'-11 15/16"

ALL GENDER

RESTROOM
32'-8"
20'-8"
FG
8'-8"
FG
FG

ALL GENDER

RESTROOM
~10'-11 15/16"

ALL GENDER

RESTROOM
32'-8" 6'-3 7/8"
20'-8"
FG
8'-8"
8'-8"
FG
FG

ALL GENDER

RESTROOM

ALL GENDER

RESTROOM
11 24" X24" SKYLIGHT, TYP. (6)

STONE VENEER SIDING OVER
8" X 16" CMU CONCRETE BLOCK

WALL FULLY REINFORCED

RUNNING BOND PATTERN

STONE VENEER SIDING

OVER CAST IN PLACE

CONCRETE WALLS

STONE VENEER SIDING OVER
8" X 16" CMU CONCRETE BLOCK

WALL FULLY REINFORCED

RUNNING BOND PATTERN

STONE VENEER SIDING

OVER CAST IN PLACE

CONCRETE WALLS
24" X24" SKYLIGHT, TYP. (6)
VERTICAL HARDIE SHIPLAP (9" EXPOSURE)
SIDING OVER 8" X 16" CMU CONCRETE

BLOCK WALL FULLY REINFORCED RUNNING

BOND PATTERN

STONE VENEER SIDING OVER
8" X 16" CMU CONCRETE BLOCK

WALL FULLY REINFORCED

RUNNING BOND PATTERN
24" X24" SKYLIGHT, TYP. (6)
3" VTR PIPE BOOT, TYP. (6)
LF-1

EXTERIOR DOWNLIGHTS
MOUNTED IN SOFFIT, TYP.(11)
LF-1
LF-1
LF-1
LF-1
LF-1

VERTICAL HARDIE SHIPLAP SOFFIT FINISH,

EXTERIOR ONLY
EXHAUST LOUVER @
SOFFIT,TYP. (2)
VERTICAL HARDIE SHIPLAP (9" EXPOSURE)
SIDING OVER 8" X 16" CMU CONCRETE

BLOCK WALL FULLY REINFORCED RUNNING

BOND PATTERN

STONE VENEER SIDING OVER CAST-IN

PLACE CONCRETE WALLS
VERTICAL HARDIE SHIPLAP (9" EXPOSURE)
SIDING OVER 8" X 16" CMU CONCRETE

BLOCK WALL FULLY REINFORCED RUNNING

BOND PATTERN

EXTERIOR DOWNLIGHTS
MOUNTED IN SOFFIT, TYP.(11)

PHOTOCELL UNDER

ROOF OVERHANG
LF-1
LF-1
LF-1
LF-1
VERTICAL HARDIE SHIPLAP (9" EXPOSURE)
SIDING OVER 8" X 16" CMU CONCRETE

BLOCK WALL FULLY REINFORCED RUNNING

BOND PATTERN

EXTERIOR DOWNLIGHTS
MOUNTED IN SOFFIT, TYP.(11)
121
121
24" O.H.
24" O.H.
24" O.H.
24" O.H.
12'-8"
M.O.
~10'-11 7/8"
~9'-7 3/16"

EXTERIOR DOWNLIGHTS
MOUNTED IN SOFFIT, TYP.(11)
LF-1
12 6'-3 7/8"
8'-8"
~10'-11 7/8"
~9'-7 3/16"
24" O.H.
24" O.H.
12'-8" X 6'-8" ROLL-UP GATE
6'-8"
M.O.
8 9
~14'-6 11/16"
5'-4"
5'-4"
~14'-6 11/16"
2 10/18/2024 CR DESIGN COMMENTS (DATED 09/30/24 &10/09/24) HB-1
8"
8"HB-1

STAND N' SEAM METAL ROOFING
"ALL ROOFING SHALL HAVE
CLASS A FIRE CLASSIFICATION."

ALL GENDER

RESTROOM

ALL GENDER

RESTROOM
09/10/2025
CIP4609 DWG546-1A
Sheet 310 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
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9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP03-Veterans Memorial Park, CA\VMP03-Veterans Memorial Park, CA -South- CU-250328.dwg SECTION VIEWSA3.1

SECTION VIEWS
1 SECTION VIEW- SOUTH BLDG.

SCALE: 1/4" = 1'-0"
32'-8" 5'-4"
8'-8"
FG

STONE VENEER SIDING

OVER CAST IN PLACE

CONCRETE WALLS
24" X24" SKYLIGHT, TYP. (6)
FG
10'-0" CMU
9'-11 3/16" CMU @ GABLE END

GABLE FASCIA
GLULAM 1 1/2" X 21"
1 S10.2

EAVE CONNECTION
8" X 16" CMU CONCRETE

BLOCK WALL FULLY

REINFORCED RUNNING

BOND PATTERN
2 S10.2

PEAK CONNECTION
3 S10.2

INTERIOR

BLOCKING

CONNECTION
36'-10 1/8" ROOFING LENGTH
1 S7.2

FOUNDATION DETAIL
1 S7.3
THICKENED SLAB @ WALL
36'-7 1/8" T&G LENGTH
12 1

GABLE RIM BOARD
GLULAM 1 1/2" X 16 1/2"
8'-0"
8'-0"
8'-0"
5'-8 3/8"
10'-7 3/4" CMU
11'-6 5/8" CMU
12'-5 1/2" CMU
12'-2 7/16" CMU
13'-1 3/8" CMUALL
GENDER
ALL
GENDER
ADA

ALL GENDER
8'-8 3/4"8'-8 3/8"6'-0 3/8"6'-0 3/8"
11'-6 5/8" CMU
ADA

ALL GENDER
10'-0"
10'-9 1/4" CMU
FG
3 11/14/2024 CR UPDATING PER STRUCTURAL
09/10/2025
CIP4609 DWG546-1A
Sheet 311 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
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4ROMTEC #223-007
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE FLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE FLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

VETERANS MEMORIAL PARK

SOUTH BLDG

WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
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FINISH SCHEDULE
NO.LOCATIONFINISHDETAIL

EXTERIOR SIDE

OF CMU BENEATH

SIDING & OVER

STONE VENEER
APPLY BLOCK SEALER TO CMU SURFACES. INSTALLER TO
APPLY 2 COATS OF RAIN GUARD BLOK LOK OR EQUAL PER

MANUFACTURE'S INSTALL INSTRUCTIONS (INSTALLER SUPPLIED)

EXTERIOR WALL
SIDING OVER 8" SMOOTH FACE REINFORCED CONCRETE

MASONRY BLOCK WALL W/ MORTAR JOINTS, GROUTED SOLID
ALL CELLS RUNNING BOND PATTERN.

REFER TO EXTERIOR ELEVATIONS
SHEETS A2.1-A2.4 FOR SIDING

TYPE & LOCATIONS
INTERIOR WALLPRIMED & (2) COATS OF EPOXY PAINT CMU WALLS FLOOR TO

CEILING (INSTALLER SUPPLIED)
CEILING2X6 T&G TO BE SEALED WITH CLEAR COAT (INSTALLER

SUPPLIED)
FLOOR W/ 6"

INTEGRAL COVE
BASE
APPLY VAPOR CONTROL 1P PRIMER THEN EPOXY FLOOR WITH
COROTECH SOLID V440, COROTECH V155 AND AGGREGATE
V630 OR EQUAL.

WH-1
HB-1
DD
ALPINE COMBI 3000

VENDING MACHINE
(BY OTHERS)
72"H X 29.5"W X 38"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
12 HB-1 HB-1 HB-1
HB-1 HB-1
ADA

ALL GENDER

STORAGE

ELECTRICAL
PANEL
ROOM &

IT ROOM
MECH
BP
ADA

ALL GENDER
3 LOUVER
LV-1
HD
FD-2
WC-1
GB42
GB18
GB36
3" VTR
SD
2 LOUVER 1
LOUVER11
4 LOUVER
5 LOUVER
6 LOUVER
7 LOUVER
10 LOUVER
S-1
FD-1
FD-1
LV-1
HD
WC-1
GB42
GB18
GB36
SD
HB-2

ALL GENDER
WC-1
LV-1
HDSD
FD-2

ALL GENDER
WC-1
LV-1
HDSD
GB42
GB18
GB36
FD-2
WC-1
LV-1
HDSD
GB42
GB18
GB36
FD-2
FD-2
3" VTR3" VTR3" VTR
ADA

ALL GENDER
FAMILY

RESTROOM

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND
HB-1
WC-1
LV-1
HDSD
FD-2

RECESSED

TP/TSCD/ND
ADA

ALL GENDER
FAMILY

RESTROOM
DD

STORAGE

ELECTRICAL

METER ROOM
8 9
HB-1
12/06/2022
VMP03
CRJOB CREATED:
9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP03-Veterans Memorial Park, CA\VMP03-Veterans Memorial Park, CA -South- CU-250328.dwg INTERIOR WALL FINISH PLANA4.1

WALL FINISH SCHEDULE
A4.2

SIDING DETAILS
A4.3

SIDING DETAILS
A
B
C
D 1

WALL FINISH PLAN
SCALE: 1/4" = 1'-0"
1 2
3 1
2 12
1 2
1 2
3 3333
3 3 3 3 3
333
3 3
33 3
3 333
3333
3 3
3 3
3 3
3 3
3 3
2"

EXTERIOR WALL FURRING DETAIL
SCALE: 1/4" = 1'-0"
2 A4.2
1x4 PT FURRING STRIPS
VERTICAL @ 16" o.c. HORZ.

TOP & BOTTOM FASTEN W/
1/4" x 3" GALV. SPLIT
ANCHOR BOLTS @ 16"OC MAX.

SMOOTH FACE REINFORCED
CMU WALL. INSTALLER TO SEAL

CMU PER FINISH SCHEDULE ON
SHEET A4.1 BEFORE
INSTALLING FURRING STRIPS.
1 FIBER CEMENT

VERTICAL SHIPLAP
SIDING
1x4 PT

FURRING
15# BLDG.

PAPER
OVER
7/16" OSB

SHEATHING

EXTERIOR FINISH CEMENT FIBER SHIPLAP SIDING
1x4 FURRING STRIPS - ANCHORED TO CMU WALL W/
1/4" x 3" GALV. SPLIT ANCHOR BOLTS @ 16"oc MAX.
7/16" OSB SHEATHING - ATTACH W/ 1" STAPLES INTO
FURRING STRIPS @ 12"oc MAX. COVER W/ 15# PAPER
FIBER CEMENT VERTICAL SHIPLAP SIDING (9" EXPOSURE)
- BLIND NAILING METHOD - ATTACH W/ 1" ROOFING NAIL
(1" FROM FLAT EDGE) @ 24"oc W/ MAX. 2" FROM END.
5/4x4 FIBER CEMENT TRIM - ATTACH WITH 2" GALV.
1 1/2" MIN.1 1/2" MIN.

INTEGRAL OUTSIDE
CORNER - OC20 FASTEN
TO SHEATHING W/ #6 X 1
1/4" BUGLE SQ. DRIVE SS.

SCREW @ 16" O.C.
2 CMU CORNER FINISH DETAIL
SCALE: 3" = 1'-0"
1 VERTICAL TRANSITION DETAIL
SCALE: 1 1/2" = 1'-0"

APPLY FOAM BACKER ROD
APPROX 1/4" BEAD OF SEALANT
NOTE: INTERIOR &

EXTERIOR SIDING,
SEE SHEET A4.2
J-CHANNEL - T2 FASTEN TO
SHEATHING W/ #6 X 1 1/4" BUGLE
SQ. DRIVE SS. SCREW @ 16" O.C.
1x4 PT FURRING
15# BLDG. PAPER OVER
7/16" OSB SHEATHING

FIBER CEMENT ARCHITECTURAL

PANEL SIDING
2 VERTICAL TRANSITION DETAIL
SCALE: 1 1/2" = 1'-0"
NOTE: INTERIOR &

EXTERIOR SIDING,
SEE SHEET A4.2
VERTICAL OFFSET - V41 FASTEN TO
SHEATHING W/ #6 X 1 1/4" BUGLE SQ.

DRIVE SS. SCREW @ 16" O.C.
1x4 PT FURRING
15# BLDG. PAPER OVER
7/16" OSB SHEATHING

FIBER CEMENT

ARCHITECTURAL PANEL SIDING

EXTERIOR FINISH CEMENT FIBER ARCHITECTURAL

PANELS SIDING
1x4 FURRING STRIPS - ANCHORED TO CMU WALL W/
1/4" x 3" GALV. SPLIT ANCHOR BOLTS @ 16"oc MAX.
7/16" OSB SHEATHING - ATTACH W/ 1" STAPLES INTO
FURRING STRIPS @ 12"oc MAX. COVER W/ 15# PAPER

FIBER CEMENT ARCHITECTURAL PANEL SIDING (GROOVE

RUNS HORIZONTIALLY) - FACE NAIL USING COUNTERSINK
& FILL METHOD - ATTACH W/ 16 GAUGE, 1 1/2" LONG
STAINLESS STEEL FINISH NAIL (3/8" FROM FLAT EDGE) @
4"oc @ PANEL EDGES & AT EACH FURRING STRIP (16"
O.C.) W/ MAX. 2" FROM END.
5/4x4 FIBER CEMENT TRIM - ATTACH WITH 2" GALV.
3 HORIZONTAL TRANSITION DETAIL
SCALE: 1 1/2" = 1'-0"
NOTE: INTERIOR &

EXTERIOR SIDING,
SEE SHEET A4.2
PANEL FLASHING - H11 FASTEN TO
SHEATHING W/ #6 X 1 1/4" BUGLE
SQ. DRIVE SS. SCREW @ 16" O.C.
1x4 PT FURRING
15# BLDG. PAPER OVER
7/16" OSB SHEATHING

FIBER CEMENT ARCHITECTURAL

PANEL SIDING

FLASHING TAPE
2 11/01/2024 CR UPDATING PER COMMENT LOG
A4.4

SIDING DETAILS

GROUT AROUND

TRIMSTONE
6 5/8"
R.O.

INSTALL (2) 6" x 8" x 2"
TRIMSTONE W/ 6 5/8" x 5 3/4"

ROUGH OPENING (CENTERED

ON BOTH TRIMSTONES)

WALL HYDRANT LOCK BOX
HB-1

SILICON AT EDGES OF THE

LOCK BOX
INSTALL (2) 6" x 8" x 2"
TRIMSTONE W/ 6 5/8" x 5 3/4"

ROUGH OPENING (CENTERED

ON BOTH TRIMSTONES)

WALL HYDRANT LOCK BOX
HB-1

MECH ROOM
1 WALL HYDRANT STONE DETAIL
SCALE: 1 1/2" = 1'-0"
09/10/2025
CIP4609 DWG546-1A
Sheet 312 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
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ROMTEC #223-007
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE FLANS ANP DRAWINGS MAT NOT BE REPRODUCED, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAT BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE PLANS ANP DRAWINGS MAT NOT BE REFROPUCEP, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAT BE CONSTRUCTED FROM THESE FLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE PLANS ANP DRAWINGS MAT NOT BE REFROPUCEP, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAT BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE PLANS ANP DRAWINGS MAT NOT BE REFROPUCEP, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAT BE CONSTRUCTEP FROM THESE FLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. oc8 ____
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VETERANS MEMORIAL PARK

SOUTH BLDG

WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
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www.structurel .com
Klamath Falls Office
250 Main Klamath Falls, Oregon 97603
Phone: (541) 850-6300 'Fax: (541) 850-6233
info@structure1 .com
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ROSEBURG, OR 97470
(541 )-496-3541 FAX (541 )-496-0803
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VMP03
CRJOB CREATED:
9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP03-Veterans Memorial Park, CA\VMP03-Veterans Memorial Park, CA -South- CU-250328.dwg DOOR SCHEDULE & DETAILSA5.1

DOOR SCHEDULE
A5.2

DOOR DETAILS

CONC SLAB & REBAR

AS PER SLAB PLAN

DEPRESSED STEMWALL
@ DOORWAY

STEMWALL REBAR

AS PER SLAB PLAN
#5 X 12" DOWELS @ 12" O.C.
(AT DOOR LOCATIONS)
(DRILL & DOWEL)
EQEQ
@ CONC EDGE

HM DOOR W/ CHANNEL
FILLER @ BOT
SLOPE 1/4":12"
1:2 SLOPEDOOR SWEEP

THRESHOLD DETAIL
SCALE: 3" = 1'-0"34ASTRAGAL DETAIL
SCALE: HALF

SCREW ASTRAGAL TO

INACTIVE DOOR LEAF
DOOR
EDGE

ASTRAGAL

FOR ADDITIONAL SIDING
& WALL FINISH DETAILS
REFER TO SHEET A4.2
7 3/4" x 4"
7'-4" 1/4"
1 15/16"

REBAR IN BOND BEAM
AS PER DETAIL 1/S8.2

EXTEND FULL WALL LENGTH

STEEL DOOR

GROUT SOLID
ADDITIONAL (1) 8'-0" #5 REBAR
EXTEND 24" BEYOND DOOR
(WRAP CORNER IF REQUIRED)
1 HEADER DETAILS
SCALE: 3" = 1'-0"

SEE SHEET
A4.1 FOR
FINISH

SEE SHEET
A4.1 FOR
FINISH
CAULK

GROUT SOLID
1/4"
1 15/16"
DOOR CLIP; LOCATE

IN MORTAR JOINT
NOTE A.

SINGLE DOOR 2" JAMB
DOUBLE DOOR 4" JAMB
2 JAMB DETAIL
SCALE: 3" = 1'-0"
1/2"-3/4" THICK BED OF

TYPE S GRAY MORTAR,

APPLIED DIRECTLY

OVER CLEAN, UNPAINTED
CMU BLOCKS.

INSTALL STONE VENEER

PER MANUFACTURER

DIRECTION

STONE VENEER
WHEN A SIGN IS REQUIRED:

STONE VENEER TO

SURROUND A CONCRETE OR

STONE BACKING FOR SIGN,
ATTACH 10" o.c. FROM
DOOR OPENING, TYP.

DOOR HARDWARE SCHEDULE (QTYS PER DOOR)
GROUP
DO-1
GROUP
DO-2
GROUP
DO-3
GROUP
DO-4
3 3 36 EACH HINGE 4.5" x 4.5" S.S. (NRP)
111 1DOOR CLOSER, (USE THRU BOLT ANCHORING OPTION)
-1- -
SCHLAGE B500 SERIES - DEADBOLT W/ OCCUPANCY INDICATOR -

SATIN FINISH - (THUMBTURN - INSIDE) - FINISH SATIN CHROMIUM PLATED (626) - 6 PIN KEYWAY TO BE INSTALLED BY THE CITY
-1- -

LEVER LOCKSET,

SCHLAGE ALX SERIES - CLASSROOM - (KEY - OUTSIDE / ALWAYS OPEN - INSIDE) - LEVER RHODES (RHO) - FINISH SATIN CHROME (626) - 6 PIN

KEYWAY TO BE INSTALLED BY THE CITY
1-1 1

LEVER LOCKSET,
SCHLAGE ND SERIES ND70PD - GRADE 1 - CLASSROOM - (KEY -

OUTSIDE / ALWAYS OPEN - INSIDE) - LEVER RHODES (RHO) - FINISH SATIN CHROME (626) - 6 PIN KEYWAY TO BE INSTALLED BY THE CITY 111 1 LATCH GUARD - HAGER
-1- -EACH POWER DOOR LOCK- ELECTROMAGNETIC LOCK W/ DELAYED

ACTION SWITCH, SHARED TIMER
111 2 SWEEP
11- 2 18"X18" LOUVER VENT
--- 1 FULL HEIGHT ASTRAGAL
--- 2FLUSH BOLTS
6 6 6 6 WIRE DOOR CLIPS

BOND BEAM EA

SIDE OF DOOR
HEADER
JAMB

THRESHOLD

DOOR CLIP, TYP
24" MIN

EA SIDE
REBAR @ JAMBS
AS PER DTL 2/S8.3
ADDITIONAL (1) HORIZONTAL
8'-0" #5 REBAR EXTEND 24"

BEYOND DOOR (BOTH SIDES)

REBAR IN BOND BEAM
AS PER DETAIL 1/S8.2
SHOWN EXTERIOR VIEW:

RIGHT HAND REVERSE BEVEL DOOR
(SWING OUT) LEFT HAND FRAME
16" 32" 32"
FF
3/4" SPACE
1 A5.2
2 A5.2
3 A5.2
44"
SCALE: 1/4' = 1'-0"

DOOR DETAILS
1a
2DOOR DETAIL
SCALE: 1/4" = 1'-0"
16" 32" 32"

DOOR HEADER
JAMB
24" MIN

EA SIDE
(2) #4 REBAR PER
DETAIL 2/S8.3 SIMILAR

ACTIVE INACTIVE

VIEW FROM OUTSIDE OF BUILDING
2 A5.2
4 A5.2
1 A5.2
(2) #4 REBAR IN BOND

BEAM ABOVE DOOR
PER DETAIL 1/S8.2

BOND BEAM EA

SIDE OF DOOR
3 A5.2
44"

THRESHOLD

DOOR CLIP, TYP
ADDITIONAL #5 REBAR X 11'-0" IN DOOR
HEADER, EXTEND 24" MIN EACH SIDE

SWING OUT

RIGHT HAND
LEFT HANDD0~

INTERIOR
(REVERSE) 1 36"x84"x1 3/4" SL18F161ALL DOOR ~

POWDERCOATED
NODOOR SIZE (WxHxT)SWING - DOOR / FRAMEFRAME
HARD-

WAREREMARKS

DOOR SCHEDULE
GROUP

SWING OUT

LEFT HAND
RIGHT HANDD0~ (REVERSE)

INTERIOR
RH
11 72"x84"x1 3/4"SL18F164DOUBLE DOOR

SWING OUT

RIGHT HAND
LEFT HANDD0~

INTERIOR
(REVERSE) 2 36"x84"x1 3/4" SL18F162ALL DOOR ~

POWDERCOATED

SWING OUT

RIGHT HAND
LEFT HANDD0~

INTERIOR
(REVERSE) 3 36"x84"x1 3/4" SL18F162ALL DOOR ~

POWDERCOATED

SWING OUT

LEFT HAND
RIGHT HANDD0~ (REVERSE)

INTERIOR
4 36"x84"x1 3/4" SL18F162ALL DOOR ~

POWDERCOATED

SWING OUT

LEFT HAND
RIGHT HANDD0~ (REVERSE)

INTERIOR
536"x84"x1 3/4"SL18F162ALL DOOR ~

POWDERCOATED

SWING OUT

LEFT HAND
RIGHT HANDD0~ (REVERSE)

INTERIOR
636"x84"x1 3/4"SL18F162ALL DOOR ~

POWDERCOATED

SWING OUT

LEFT HAND
RIGHT HANDD0~ (REVERSE)

INTERIOR
736"x84"x1 3/4"SL18F162ALL DOOR ~

POWDERCOATED

SWING OUT

LEFT HAND
RIGHT HANDD0~ (REVERSE)

INTERIOR
836"x84"x1 3/4"SL18F163ALL DOOR ~

POWDERCOATED

BOND BEAM EA

SIDE OF DOOR
HEADER
JAMB

THRESHOLD

DOOR CLIP, TYP
24" MIN

EA SIDE
REBAR @ JAMBS
AS PER DTL 2/S8.3
ADDITIONAL (1) HORIZONTAL
8'-0" #5 REBAR EXTEND 24"

BEYOND DOOR (BOTH SIDES)

REBAR IN BOND BEAM
AS PER DETAIL 1/S8.2
SHOWN EXTERIOR VIEW:

RIGHT HAND REVERSE BEVEL DOOR
(SWING OUT) LEFT HAND FRAME
16" 32" 32"
FF
3/4" SPACE
1 A5.2
2 A5.2
3 A5.2
36" 8"
44"
SCALE: 1/4' = 1'-0"

DOOR DETAILS
1b

INSTALL STONE VENEER

PER MANUFACTURER

DIRECTION
1/2"-3/4" THICK BED OF

TYPE S GRAY MORTAR,

APPLIED DIRECTLY OVER CLEAN,
UNPAINTED CMU BLOCKS.
3/8"± MORTAR JOINTS

STONE VENEER

SIDING TRIM FLASHING
ROMTEC FT-000-5049
2 11/01/2024 CR UPDATING PER COMMENT LOG
NOTE:

SEE DOOR MANUFACTURER'S

DETAILED INSTRUCTIONS

INSTALLATION MANUAL FOR
SCALE: 3/4" = 1'-0"

ROLL-UP DOOR SECTION
3 ROLL GUIDE

INSTALL PER

MANUFACTURER

CMU WALL

LINTEL POWDER COAT
FINISH SEE DETAIL 2/A5.4

ROLL-UP DOOR HOOD,

MOUNT TO WALL PER

MANUFACTURER

INSTALLATION MANUAL
FG
1/4" SLOPE @ DOORWAY
18 1/2"

FOR SIDING SEE DETAILS

AND DESCRIPTIONS
1 ROLLUP DOOR SCHEDULE
NO. SIZE (WxH)CURTAINSLAT PROFILEHOODGUIDESHARDWARE

GROUPREMARKS
12'-8" x 6'-8"ALUMINUM,

MILL FINISH

STRAIGHT

LATTICE
24 GA.

GALVANIZED
STEEL

THREE STRUCTURAL STEEL
ANGLES; POWDERGUARD

WEATHERED FINISH WITH

BLACK POWDER COAT
DO-5

DOOR HARDWARE SCHEDULE
2 A5.4 7"9"

PER SCHEDULE
1 A5.4
3 A5.4
1 ROLL-UP DOOR DETAIL
SCALE: 1/4" = 1'-0"

NOTCH CMU FOR

LINTEL BASE PLATE

NOTCH BOND BEAM

FOR LINTEL TOP
#3 REBAR STIRRUPS SHALL BE
ALTERNATED @ 16 O.C.
(2) #5 REBAR EXTEND

REBAR FULL WALL, UNO

NOTCH CMU FOR

LINTEL BASE PLATE
1/4
8"
4"
LINTEL ROMTEC BT-000-3041
SCALE: 1 1/2" = 1'-0"
LINTEL
4 (2) L 4" x 3" x 3/8" EXTEND
4" MIN PAST OPENING EA

SIDE POWDER COAT FINISH
128" LONG
A5.3

ROLL-UP DOOR

SCHEDULE
A5.4

ROLL-UP DOOR

DETAILS

NOTCH CMU TO FIT
#3 REBAR

STIRRUPS SHALL

BE ALTERNATED
@ 16" OC

REBAR AT TOP
COURSE PER 1/S8.2

REBAR BENDS PER
DETAIL 1/S8.2
6'-8"
LINTEL SEE 4/A5.4
(2) #5 BARS
3/8"± MORTAR JOINT
1/2"-3/4" THICK BED OF

TYPE S GRAY MORTAR,

APPLIED DIRECTLY

OVER CLEAN, UNPAINTED
CMU BLOCKS.

SCALE: 1/1/2" x 1'-0"

LINTEL DETAIL
2 1/2"-3/4" THICK BED OF

TYPE S GRAY MORTAR,

APPLIED DIRECTLY

OVER CLEAN, UNPAINTED
CMU BLOCKS.

TYP HORIZ REBAR PER
END WALL DETAIL 2/S8.3

USE ROLL-UP MANUFACTURER

DIRECTIONS FOR INSTALLATION

OF SLAT GUIDES & TYPE OF

FASTENERS NEEDED
(2) #4 VERTICAL REBAR
3/8"± MORTAR JOINT

ENDLOCKS, ALTERNATE MALLEABLE IRON
GUIDES, ANGLED WEATHERSTRIPPED 1 SIDE

BOTTOM BAR, DOUBLE STEEL ANGLE W/ WEATHERSEAL

HOOD, INTERIOR WEATHER BAFFLE

HOOD FINISH, GALVANIZED PRIMED

LOCKS, SLIDE BOLT (ON THE EXTERIOR)
OPERATION: PUSH-UP
GROUP 5 (QTYS PER DOOR)
12 SWING OUT

RIGHT HAND
LEFT HANDD0~

INTERIOR
(REVERSE) 9 36"x84"x1 3/4"SL18F163ALL DOOR ~

POWDERCOATED

SWING OUT

LEFT HAND
RIGHT HANDD0~ (REVERSE)

INTERIOR
10 36"x84"x1 3/4"SL18F161ALL DOOR ~

POWDERCOATED
3 11/14/2024 CR UPDATING PER STRUCTURAL
NOTE: THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS, WITH SUCH PULL

OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. WHEN FIRE DOORS ARE UTILIZED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO NOT EXCEED 15 POUNDS. SECTION 11B-404.2.9.

DOOR HARDWARE TO BE OPERABLE WITH ONE HAND AND TO NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING, PER CBC 11B-404.2.7 AND 11B-309.4.

DOOR OPENING HARDWARE IS MOUNTED 34" TO 44" ABOVE THE FINISH FLOOR PER CBC 11B-404.2.7
4 03/05/2025 CR UPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 313 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25

I I I I
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I I I I I I

FER SCHEDULE

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21 1 1/2'
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HEIGHT PER PLANA
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SHEET TITLE: SHEET TITLE:

BYREV DATE DESCRIPTIONPROJECT:

VETERANS MEMORIAL PARK
R©MTEC
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PAGE TITLE:
4ROMTEC #223-007
J33N0%*
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DOOR
FACE
© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAT NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAT BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE FLANS AND DRAWINGS MAT NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAT BE CONSTRUCTED FROM THESE FLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAT NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAT BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAT NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAT BE CONSTRUCTED FROM THESE FLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. 4' L

SOUTH BLDS

WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

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18240 NORTH BANK ROAD
ROSEBURG, OR 97470
(541)496-3541 FAX (541)496-0803
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www.structurel .com
Klamath Falls Office
250 Main Klamath Falls, Oregon 97603
Phone: (541) 850-6300 'Fax: (541) 850-6233
info@structure1 .com
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VMP03
CRJOB CREATED:
9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP03-Veterans Memorial Park, CA\VMP03-Veterans Memorial Park, CA -South- CU-250328.dwg

FOUNDATION PLAN & DETAILSA
B
C
D 1

FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
S7.1

FOUNDATION PLAN
S7.2

FOUNDATION DETAILS
S7.3

FOUNDATION DETAILS

RECYCLE

RECYCLE ALL USED SHIPPING

MATERIALS AND LEFT OVER

BUILDING MATERIALS
6" RECESSED STEM WALL
@ THRESHOLD, TYP.
3 A5.2

THRESHOLD
DETAIL, TYP.
1 A3.1
8'-0"8'-0" 9'-4" 7'-4"
38'-0" 11 7/8"
8'-8"3'-4"
M.O.
8'-8"
2'-0"3'-4"
M.O.
3'-4"6'-8"
M.O.
2'-8"3'-4"
M.O.
4'-8"3'-4"
M.O.
3'-4"
2'-8"3'-4"
M.O.
6'-0"3'-4"
M.O.
6'-0"3'-4"
M.O.
3'-4"3'-4"
M.O.
2'-0"
20'-8"
12'-8" M.O. 4'-0"
24"
TYP
1 S7.3
THICKENED SLAB @
INTERIOR WALL, TYP.

FD-2
FD-1
FD-2
FD-1
1 S8.4

CAST IN
PLACE
WALL, TYP.
1'-4"

SHEATHING
#15 BLDG. PAPER

OVER FURRING

PT FURRING

ARCHITECTURAL PANEL SIDING
FLASHING ROMTEC FT-000-5049

TOOL JOINT AT SLAB
1/2" x 3/8"W & FILL

W/ SELF LEVELING

POLYURETHANE SEALANT
30# FELT BOND

BREAKER, HOLD
DOWN 1/2" FROM

TOP OF SLAB
REBAR PER DETAIL 1/S8.2

EXTERIOR SLAB
SLOPE AWAY 1/4":1'-0"
SEE DETAIL 3/A5.2 FOR

SLAB THRESH HOLD DETAILS

FINISH GRADE
SEE NOTE #4 SHEET G1

WALL-SLAB CONNECTION - STEM
SCALE: 3" = 1'-0"

REBAR IN FOOTING
AS PER SHEET S7.1
REBAR PER DETAIL 1/S8.2

ALTERNATE HOOKS INTO SLAB
APPROX. 3/8" LEVELING

MORTAR BED
2 11 7/8"3'-4"
M.O.
5'-4"
10'-0"9'-4"6'-8"6'-8"
3'-4"
M.O.
1 S7.2

FOUNDATION
DETAIL, TYP.
4'-0"
FD-2 FD-2 FD-2FD-2
24"
TYP
R26'-0"
3 11/14/2024 CR UPDATING PER STRUCTURAL
FOUNDATION NOTES:

1. FINISH FLOOR SLOPE IS 2% (1/4" PER FT) MAX & 1% (1/8" PER FT) MIN

2. VERIFY SIDEWALKS W/ OWNER

3. PROVIDE BLOCK-OUTS FOR PLUMBING, MECHANICAL, & ELECTRICAL AS REQD. CO-ORDINATE W/ SUBS.

4. REBAR MIN. BEND SHALL BE NOT LESS THAN 6db INSIDE DIA. AS PER TMS TMS 402-16 SECTION 6.1.8.2.

5. SAW JOINTS BY CONTRACTOR. SLAB APPEARANCE IS A PRIORITY.

LOCATE JOINTS AT 10' O.C. MAX. SEE 2/S7.3.

6. MAXIMUM SLOPE OF EXCAVATION MAY BE LIMITED BY LOCAL SOIL CONDITIONS. INCREASE DEPTH OF FORMED CONCRETE AS REQD.

7. CONCRETE SLAB BENEATH FLOOR MOUNTED FIXTURES ARE TO BE GROUTED LEVEL AND SMOOTH.

8.UNDER FOOTINGS: MINIMUM 36" STRUCTURAL FILL COMPACTED TO 90% ASTM D 1557 TO MEET OR EXCEED ALLOWABLE BEAR PRESSURE ON SHEET G2.

9.UNDER SLAB: STRUCTURAL FILL EXTENDING TO A DEPTH OF AT LEAST 3 FEET BELOW FINISHED PAD GRADE, COMPACTED TO 90% ASTM D 1557 TO MEET OR EXCEED ALLOWABLE BEAR PRESSURE ON SHEET G2.
6" CONC SLAB W/ #4
REBAR @ 16" OC EW OVER
36" ENGINEERED FILL
MAKE SAWCUT 1 1/2" DEEP WITHIN 24
HRS OF POUR "DO NOT CUT BARS".

FILL W/ EXPANDING JOINT COMPOUND.

MAXIMUM JOINT SPACING = 10'-0". AT

INSTALLER'S OPTION, CONTROL JOINT

MAY BE TOOLED DURING CONCRETE
FINISHING.

COMPACTED FILL
SCALE: 1" = 1'-0"
SAWCUT JOINT2
24"

CMU BLOCK WALL
REBAR PER DETAIL 1/S8.2

ALTERNATE HOOKS INTO SLAB
TO MATCH VERTICAL REBAR.

LAP PER WALL SCHEDULE
(3) #5 OR (4) #4

REBAR CONTINUOUS

FILL COMPACTED AS
NOTED ON SHEET S7.1
APPROX. 3/8" LEVELING

MORTAR BED
SCALE: 1" = 1'-0"

THICKENED SLAB AT WALL
6" CONC SLAB W/ #4 REBAR @ 16" OC

EW OVER ENGINEERED FILL

EXTENDING TO A DEPTH OF AT LEAST
3 FEET BELOW FINISHED PAD GRADE
REBAR PER DETAIL 4/S8.2

CENTERED IN WALL
6 MIL VAPOR

BARRIER
1 (3) #5 CONTINUED
SCALE: N.T.S.

CMU BLOCK

MONOLITHIC SLAB OPTIONCONCRETE STEM WALL FOOTING OPTION 8"
1 24"

FOUNDATION DETAILCOMPACTED FILL
12" MIN
SIM
2 S7.2
24"
(3) #5 REBAR CONT.

REBAR PER

CMU BLOCK
REBAR PER DETAIL 1/S8.2
(3) #5 CONTINUED

CMU STEM WALL OPTION
12"
24"

CMU BLOCK

REBAR PER

COMPACTED FILL
#5 HORZ REBAR
@ T&B & 16" OC

REBAR PER DETAIL
1/S8.2 ALTERNATE

HOOKS INTO

FOOTING LAP PER

WALL SCHEDULE
#5 HORIZ REBAR
@ T&B IN BOND
BEAM @ 16" OC

REBAR PER DETAIL
1/S8.2 ALTERNATE

HOOKS INTO

FOOTING LAP PER

WALL SCHEDULE
6" CONC SLAB W/ #4 REBAR @
16" OC EW OVER ENGINEERED

FILL EXTENDING TO A DEPTH OF
AT LEAST 3 FEET BELOW FINISHED

PAD GRADE
6" CONC SLAB W/ #4 REBAR @
16" OC EW OVER ENGINEERED

FILL EXTENDING TO A DEPTH
OF AT LEAST 3 FEET BELOW

FINISHED PAD GRADE
6" CONC SLAB W/ #4
REBAR @ 16" OC EW

OVER ENGINEERED FILL

EXTENDING TO A DEPTH
OF AT LEAST 3 FEET

BELOW FINISHED PAD
GRADE
DETAIL 1/S8.2

BLOCK FOR STEM WALL SUPPLIED BY INSTALLER

REBAR PER DETAIL
1/S8.2 ALTERNATE

HOOKS INTO

FOOTING LAP PER

WALL SCHEDULE
DETAIL 1/S8.2
6 MIL VAPOR

BARRIER
6 MIL VAPOR

BARRIER
#5 x 12"
DOWEL
@ 12" O.C.
(DRILL &
DOWEL)
EQEQ

EQEQEQEQ
(2)- #5 CONTINUOUS
REBAR @ TOP OF

STEMWALL
(2)- #5 CONTINUOUS
REBAR @ TOP OF

STEMWALL
4 03/05/2025 CR UPDATING PER COMMENTS
5 03/28/2025 CR UPDATING PER GEOTECH COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 314 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
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RECOMMENDATIONS IN THE GEOTECHNICAL REPORT

PREPARED BY SOUTHERN CALIFORNIA GEOTECHNICAL,
REPORT # 19G109—2, DATED AUGUST 7, 2020
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10/10/25
12/06/2022
VMP03
CRJOB CREATED:
9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP03-Veterans Memorial Park, CA\VMP03-Veterans Memorial Park, CA -South- CU-250328.dwg STRUCTURAL PLAN & DETAILSS8.1

STRUCTURAL

CMU PLAN
S8.2

STRUCTURAL

CMU DETAILS
S8.3

STRUCTURAL

CMU DETAILS
REBAR
#4
#5
MIN. LAP
24"
30"

CMU REBAR SCHEDULE

BEND DIAMETER
3" MIN.
3-3/4" MIN.

CMU REBAR NOTES:
- BENDS: MIN. INSIDE BEND DIAMETER
SHALL BE NOT LESS THAN 6d AS PER TMS
602-13/ACI 530.1-13/ASCE 6-13 TABLE 1.16.6
- SPLICES: LAP SPLICES ARE PERMITTED
AS PER TMS 602-13/ACI 530.1-13/ASCE 6-13
SECTION 2.1.7.3
PIPES INSTALLED THROUGH CMU WALL NOTES:
- SUPPLY: THE FIXTURE SUPPLY LINE SHOULD
BE BORED A 1/2" LARGER THAN REQUIRED

Carlsbad City CouncilOctober 21, 2025

Carlsbad City Council
October 21, 2025