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  • FRONT ELEVATIONSCALE 1 : 25

    SECTION A-ASCALE 1 : 15

    ISOMETRIC VIEWSCALE 1 : 30

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    1 2 3 54 6 7 8 9 10 11 12 13 14 15 16 17

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    NO. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: Drawing Number:

    DESIGN CRITERIA: 2012 EDITION OF THE INTERNATIONAL BUILDING CODE, WITH LOCAL AMENDMENTS. LOADS: MODULE DEAD LOAD = UP TO 2.79 PSF Is = 1.0 Ce = 0.9 Ct = 1.2 Cs = 0.73 DESIGN BASED UPON WIND TUNNEL TEST REPORT # RC 1127/0510-e EXPOSURE: C RISK CATEGORY = II BASIC WINDSPEED MAXIMUM GROUND SNOW LOAD 165 MPH 40 PSF 150 MPH 45 PSF 135 MPH 45 PSF INSTALLATION TOLERANCES: LATERAL POST PLACEMENT IS 5.0" TOTAL LATERAL DEVIATION OF POSTS WITHIN AN ARRAY IS 5.0" POST HEIGHT VARIATION TOLERANCE IS 0.40" POST VERTICALITY TOLERANCE

  • SUPPORT TRIANGLESCALE 1 : 12

    ISOMETRIC VIEWSCALE 1 : 25

    DETAIL BSCALE 1 : 5

    DETAIL CSCALE 1 : 5

    DETAIL DSCALE 1 : 5

    DETAIL ESCALE 1 : 5

    PARTS LISTMASSMATERIALDESCRIPTIONQTYPART NUMBERITEM

    57.251 kgStruc. Steel Gr. 50 G210 Galv Spec

    Post, Univ, 8, Galv, L=421cm, A=127cm2143008-008-421-127

    1

    17.524 kg6105-T5Rail, S1.8, Profile, 6.2m4124307-0620029.180 kg Hardware, Standard Rack, FS, Kit1000017-088354.404 kg Girder, Standard Rack, FS, High Load, Assembly1000016-7574

    B C

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    2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

    B

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    1 2 3 54 6 7 8 9 10 11 12 13 14 15 16 17

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    B

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    NO. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: Drawing Number:

    DESIGN CRITERIA: 2012 EDITION OF THE INTERNATIONAL BUILDING CODE, WITH LOCAL AMENDMENTS. LOADS: MODULE DEAD LOAD = UP TO 2.79 PSF Is = 1.0 Ce = 0.9 Ct = 1.2 Cs = 0.73 DESIGN BASED UPON WIND TUNNEL TEST REPORT # RC 1127/0510-e EXPOSURE: C RISK CATEGORY = II BASIC WINDSPEED MAXIMUM GROUND SNOW LOAD 165 MPH 40 PSF 150 MPH 45 PSF 135 MPH 45 PSF INSTALLATION TOLERANCES: LATERAL POST PLACEMENT IS 5.0" TOTAL LATERAL DEVIATION OF POSTS WITHIN AN ARRAY IS 5.0" POST HEIGHT VARIATION TOLERANCE IS 0.40" POST VERTICALITY TOLERANCE