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WAREHOUSE
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MARKFUNCTIONHEIGHTWIDTH
D001Exterior7' 0"6' 0"D1 F
D002Exterior7' 0"6'
D010Exterior7' 0"3' 0"D2
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D036Exterior10' 0"9' 0"D4 PNT HW-2E
D037Exterior10' 0"9' 0"D4
D038Exterior10' 0"9' 0"D4
D101Interior9' 0"3' 0"D5NONE
D102Interior9' 0"3' 0"D5NONE
D103Interior9' 0"3' 0"D5NONE
D104Interior9' 0"3' 0"D6
D105Interior9' 0"3' 0"D5NONE
D106Interior9' 0"3' 0"D6
D107Interior9' 0"2' 10 3/4"D6
D108Interior9' 0"3' 0"D6
D109Interior9' 0"2' 10 3/4"D6
D110Interior9' 0"3' 0"D5NONE
D111Interior9' 0"3' 0"D5NONE
D112Interior9' 0"3' 0"D5NONE
D113Interior9' 0"3' 0"D5NONE
D114Interior9' 0"3' 0"D5NONE
D115Interior9' 0"3' 0"D5NONE
D116Interior9' 0"3' 0"D5NONE
D117Interior9' 0"3' 0"D5NONE
D118Interior9' 0"3' 0"D5NONE
D119Interior9' 0"3' 0"D5NONE
D120Interior9' 0"3' 0"D5NONE
D201Interior9' 0"3' 0"D6
D202Interior9' 0"3' 0"D5NONE
D203Interior9' 0"2' 10 3/4"D6
D204Interior9' 0"3' 0"D6
D205Interior9' 0"3' 0"D6
D206Interior9' 0"3' 0"D5NONE
D207Interior9' 0"3' 0"D5NONE
D208Interior9' 0"3' 0"D5NONE
D209Interior9' 0"3' 0"D5NONE
NOTE
G29' - 0"34' 6 1/2"
G39' - 0"23' 7"
G49' - 0"7' 11 1/4"
G49' - 0"10' 0"
- 0"20' 9 1/8" G86' - 0"8' 6"
G86' - 0"8' 6"
G86' - 0"8' 9 1/2"
G86' - 0"8' 6"
G96' - 0"18' 8"
G96' - 0"31' 8"
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1.
DISTRIBUTION.
8. AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION. SUPERIMPOSED LOADS ARE GIVEN IN POUNDS
2.
3.
4.
5. EXCAVATION, BACKFILLING & FOUNDATIONS
A.
c. NEGATIVE PRESSURES ARE PRESSURES ACTING AWAY FROM THE BUILDING. d. VALUES ABOVE ARE FOR ULTIMATE WIND PRESSURES. THE ASD FACTOR FOR NOMINAL
HSS8X8X3/8
HSS8X8X3/8
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"J" AND
"jj"
PLATE "F" AND "ff"
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"W"AND
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3/8"
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GRADE BEAM SCHEDULE
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3.
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