sheet information

Job No.: 63659 2/18/2015 3:26:37 PM

of 2Sheet Size:

Header Information

Project Name:

Date:

Mission Gorge

2/18/2015

Description:

Scope:

A 90 Unit Apartment Complex

Location: San Diego, San Diego, CA

Architect:

Contact:

McKinley Associates

Kirk McKinley

Developer:

Contact:

Chelsea Investment Corporation

Ron Brockoff

Client: Chelsea Investment Corporation (2318)<===== * * *

Technical Information

Code: 2013 CBC Seismic Category: D

Wind Exposure:

Site Class:

Wind Speed:

Occupancy Category:

C 110

D

SS 0.9: SDS:: 0.69 S1: 0.35 SD1: 0.42

Snow Load: Snow Reduction:0 0

Roofing Material:

Roof Framing: Truss

Tile 10 psf at slope areas and Flat 6 psf at flat areas

Roof Sheathing: 15/32" APA Rated Sheathing with Panel Index of 32/16

Floor Framing: 14" TJI's

F.F.L.W.: 1 1/4" Gypcrete

Floor Sheathing:

Floor Total Finished WT:

23/32" APA Rated Sheathing with Panel Index of 24"

Floor Joists L/L Deflection: Floor Beams L/L Deflection:L/480 L/480

65 PSF

Floor Live Load: 40 PSF Floor Dead Load: 25 PSF

Floor Beams Total Deflection: L/280

Corridor Framing: Conv. 2 x 12

Corridor F.F.L.W.: 1" Gypcrete

Corridor Sheathing:

Corridor Total Finished WT:


Corridor Joists Deflection: Corridor Beams Deflection:L/480 L/480

Corridor Live Load: 100 PSF

125 PSF

Corridor Dead Load: 25 PSF

Corridor Beams Total Deflection: L/280

Deck Framing: Conv. 2 x 12

Deck F.F.L.W.:

Deck Sheathing:

Deck Total Finished WT:


Deck Joists L/L Deflection: Deck Beams L/L Deflection:L/480 L/480

Deck Live Load: 40 PSF

0 PSF

Deck Dead Load: 0 PSF

Deck Beams Total Deflection: L/280

Floor Resilient: Resilient channels will be used at ceilings for this project

Floor Sprinkler: Sprinkler system will be used for this project

Floor Shthing Continue: Floor sheathing will continue through the party walls

Masonry: Steel: A9921500 PSI

Exterior Framing:

Exterior Finish Type:

2x4 @ 16" o/c for Max. Ht. of 10'

Interior Framing:

Interior Finish Type:

2x4 @ 16" o/c for Max. Ht. of 10'

7/8" Stucco

1/2" Gypsum Board

Soil Bearing Pressure: 1500 PSF

Job No.: 63659 2/18/2015 3:26:37 PM

of 2

Soils Engineer:

SoilsReport No.:

Footing Reinforcing:

Foundation:

Foundation Criteria:

Southern Calif. Soil & Testing, Inc.

Per design

Elevated Slab

N/A

140607N (1/15/2015)

Concrete Strength: 2500 PSI

Framing Hardware:

Prefabricated Shear Wall:

Simpson Strong-Tie

Simpson Strong-Wall

Wood Grade: Maximum 19% moisture content

prior to Installation of Finish Material

4X Members: No. 2 or Better

6X, 8X Beams and Headers: No.1 or Better

2X Joists and Rafters: No. 2 or Better

Plates and Blocking: Standard Grade or Better

Studs: Stud Grade or Better

Mud Sills: Pressure Treated Utility Grade or Better

Primary Species: DFL

Scope of Work

Work ID Description

63659100 Full Mechanical, Electrical and Plumbing Design for Three level, 90 unit stacked apartments with up to 4 plan

types ranging from 500 to 1100 S. F. over one level parking structure

63659101 Title 24 Calculation Analysis and Design for Three level, 90 unit stacked apartments with up to 4 plan types

ranging from 500 to 1100 S. F. over one level parking structure

63659102 Design and Layouts of Site Lighting and Photometric Study for Three level, 90 unit stacked apartments with up to

4 plan types ranging from 500 to 1100 S. F. over one level parking structure

63659200 Structural Engineering for Three level, 90 unit stacked apartments with up to 4 plan types ranging from 500 to

1100 S. F. over one level parking structure

63659500 CA Phase: Includes Meetings, Shop Drawing Reviews, 15 site visits & Response to RFI's for Apartments

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