Activity 11-1
Referring to section 11 on sheet S3.1, what is the vertical reinforcing specified and what type of column/post is being supported?
#4 vertical @ each corner of CMU post Wood post 8x8
What is used to connect the framing members of the trellis work above the outside sales area to the columns/post?
(3) 5/8" bolts
What is specified for the typical metal roofing decking, and the hard lines and loading/shipping areas?
1 1/2" x 22 gauge metal decking
What are the steel joys designated for the mezzanine floor framing?
12K1 and 14K3
What are the main steel joys designated for the roof framing above the hardlines area?
26K9 and 26KSP2
What size slab is specified for the mezzanine and what are the reinforcement requirements?
3" concrete slab with 6x6 - W2.9xW2.9 mesh at mid-depth
What is the base plate size for columns and how are the base plates anchored to the concrete?
3/4"x12"x12" anchored using (4) 3/4" bolts
What is the total dimension from Griddine F to the typical column sets on F5 footings?
38' 1/2"
Give the column mark and size specification for the column, supporting the beam referred to in question two
5"x5"x1/4"
What is the main roof beam specified in the hardlines area
8" bond beam
On which sheets are the plan in detail drawings for the mezzanine framing?
Del-19 (S2.2) and S5.1
What size steel angle is required for the HVAC curb over the opening of the checkout area and what is the load limit on the support?
L4"x4"x1/4" ; 600 lbs
Referring to section 5 on sheet S4.1 where is the section cut?
On sheet S2.1 column line B and column line 4.9
What are the main horizontal framing members for the trellis work above the outside sales area?
Purlins, girders 2x12 @ 12" OC
What detail is referenced on the east wall for the steel joist?
Section one on S4.1
What does the Mark L1 indicate? Give the size specification, and describe how members are set in the masonry.
The lintel -> L5 x 3 1/2 x 1/4 (4" each end) is 4" CMU
What types of supporting members are supporting The entrance canopy?
W18x46 beams, glulam truss, purlins at 4" OC
Referring to section 2 on sheet S5.1, how is the metal deck supported?
With a 3x3x1/4 constinous angle with 5/8" sleeve anchors @ 48" OC
On the detail referenced in question 13 how is the steel joist supported?
With a bond beam and a 3/8" x 6" x 8 bearing plate with (2) 3/8" x 5" head stud
