HomeMy WebLinkAboutTRUSS LAYOUT - 19-00287 - 163 W Main St Suite 101-103 - New Commercial Lease SpacesAGAGA1A2A3A3A4A4A5A5AAA2A8(2) A1 (2) A6(5) A6(15) A6(13) A6 (6) A7(3) A7 (6) A8(3) A8
E1
E2
E3
E4
E5
36
'8"
134'6"
1'3"
2'11"1'8"
14'8"54'4"14'8"13'8"37'2"
39'4"10'4"58'8"10'4"15'10"
TRUSS SPACING 2'-0" O.C.SHEAR WALLS FRAMED TO TOP OF ROOF
(TRUSSES TO BE MOVED AS NEEDED)
CENTER 6'-0" SECTION OF A-TRUSSES OVER EACH
SPACE LOADED FOR MECH. EQUIPMENT
(ACTUAL LOCATION TO BE VERIFIED)
Roof Plane Sheathing Area = 4745 sq. ft
Gable Sheathing Area = 54 sq. ft
Total Sheathing Area = 4799 sq. ft
Fascia Material = 135 linear ft
E1 'BLOCKING' TRUSSES BETWEEN
TRUSSES AT LOWER PARAPET END
E2 'BLOCKING' TRUSSES BETWEEN
TRUSSES AT HIGHER PARAPET END
E3 'BLOCKING' TRUSSES BETWEEN
TRUSSES AT RECESSED ENTRY WALL
E 4
& E 5
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AA
E3 'BLOCKING' TRUSSES BETWEEN
TRUSSES AT RECESSED ENTRY WALL
AREA BETWEEN SHEAR WALL & AA GIRDER
FOR ROOF ACCESS PANEL
MECHANICAL LOAD ZONE MECHANICAL LOAD ZONE MECHANICAL LOAD ZONE
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