HomeMy WebLinkAboutA010.11 Solar Canopy Preliminary Engineering Drawing1. STEEL COLUMN PER PLAN.
2. CONCRETE POLE FOOTING
3. (2) #7 BARS EACH SIDE OF
STEEL COLUMN (4 -TOTAL).
WELD TO EACH SIDE OF
COLUMN AS INDICATED.
4. FINISHED GRADE, ASPHALT
OR SLAB AS OCCURS.
5. CENTERLINE OF STEEL
COLUMN AND CONCRETE
FOOTING.
6. ALL STEEL BELOW GRADE
SHALL BE ENCASED IN 3"
MINIMUM CONCRETE.
7. PROVIDE 6" EXPOSED PIER AT
LOCATIONS OUTSIDE PAVED
AREAS.
8. PROVIDE SLOPPED SURFACE
AT TOP TO PREVENT
ACCUMULATION OF WATER.
2
3
1
1'-0" MAX3" MIN.5
4
1/4 6
TYP EACH
BAR
6
7
8
3" CLEAR
1
2
4'-0" MINIMUMSEE SECTIONS AND PLANS FOR DIMENSIONSSEE SECTIONS AND PLANS FOR DIMENSIONSUNO
2' - 0" DIA
NOTE:
AT CONTRACTORS
OPTION, EXTEND STEEL
COLUMN TO BOTTOM OF
FOOTING IN LIEU OF THE
WELDED REBAR.
1. STEEL JOIST PURLIN PER
PLANS.
2. STEEL BEAM.
3. STEEL PLATE AND SCREWS
PER SCHEDULE THIS DETAIL.
4. PURLIN SPLICE AT INTERIOR
BEAMS ONLY.
5. 2"x14 GAUGE FLANGE
BRACE STRAP WHERE
SHOWN ON PLANS.
6. AT CONTRACTORS OPTION,
SCREW STRAP TO PURLIN
WITH (2) #12 SELF TAPPING
SCREWS ILO WELD.
7. PROVIDE (2) HILTI 0.157" DIA.
XU POWDER ACTUATED
FASTENERS ILO WELD.
1/8
1
2
5
4
3
6
7
PURLIN DEPTH PLATE DIMENSIONS NUMBER OF SCREWS
9"3/16"x8"x6" (LSH)(6) #12 SCREWS
10"3/16"x8"x8"(6) #12 SCREWS
12"1/4"x8"x10" (LSV)(8) #12 SCREWS
*LSH -LONG SIDE HORIZONTAL
*LSV -LONG SIDE VERTICAL
WIDTH
DEPTHLIPLIP1
2
3
4
5
3
1
1. STEEL PURLIN, SEE PLANS
AND GSN FOR SIZE, GAUGE
AND FINISH.
2. SOLAR PANELS BY OTHERS.
3. THRU BOLT BY PANEL MFR
(1/4" OR M6 DIAMETER
MINIMUM).
4. SPACING BETWEEN PANELS,
TYPICAL. CONTRACTOR TO
VERIFY PURLIN SPACING WITH
PANEL AND BRACKET
SPECIFICATIONS PRIOR TO
INSTALLATION.
5. MINIMUM LIP LENGTH SHALL
MEET OR EXCEED THE
FOLLOWING:
C-SHAPES
• 16 GAUGE -0.773 INCHES
• 14 GAUGE -0.800 INCHES
• 12 GAUGE -0.885 INCHES
1/2"
1. COLD FORMED STEEL
PURLIN.
2. SOLAR PANELS BY OTHERS.
3. THRU BOLT PER PANEL MFR.
(1/4" OR M6 DIAMETER
MINIMUM).
4. L2"x2"x16 GAUGE STEEL SAG
ANGLE WHERE SHOWN ON
PLANS. ATTACH WITH (2) #12
SELF DRILLING SCREWS AT
EACH PURLIN.
5. AT CONTRACTORS OPTION,
USE 1 1/2"x1 1/4"x18 GAUGE
STEEL HAT CHANNEL SAG
ROD IN LIEU OF L2"x2"x16
GAUGE STEEL SAG ROD.
12
2
3
4
3
4, 5
1
3
3 2" 2"
X
SECTION X
TYPICAL SAG ROD
1. STEEL BEAM PER PLAN.
2. STEEL PURLIN, ATTACH TO
BEAM PER OTHER DETAILS.
3. SOLAR PANELS BY OTHERS.
4. THRU BOLT PER PANEL
MFR.(1/4" OR M6 DIAMETER
MINIMUM).
5. OPTIONAL MITERED END CUT.1
2
45°3 4
5
1. COLD FORMED STEEL PURLIN.
2. END CAP PER PLANS.
3. (1) #12 SELF DRILLING SCREWS
TOP AND BOTTOM AT EACH
PURLIN (2 -TOTAL EACH
PURLIN). 1
3
2
THICKNESSLENGTH
FOOTING SCHEDULE
STRUCTURE FOOTING SIZE (LENGTH
x WIDTH x THICKNESS)
FOOTING
ECCENTRICITY "e"
FOOTING
REINFORCING
"e", NOTE 7
6
1
2 4
5
CONCRETE
STRENGTH
9
5
1. STEEL COLUMN PER PLAN.
2. CONCRETE SPREAD FOOTING,
SEE SCHEDULE THIS DETAIL
FOR SIZE AND REINFORCING.
3. (3) #9 x 5'-0" BARS AT 6" O.C.
VERTICAL WELDED TO EACH
SIDE OF COLUMN FLANGE (6
TOTAL PER COLUMN).
4. FINISHED GRADE OR SLAB AS
OCCURS.
5. CENTERLINE OF STEEL
COLUMN AND CONCRETE
FOOTING WIDTH.
6. CENTERLINE OF FOOTING
LENGTH.
7. OFFSET COLUMN PER
FOOTING SCHEDULE. WHERE
FOOTING ECCENTRICITY
EXISTS, LONGER FOOTING TOE
SHALL OCCUR ON THE SIDE OF
THE LARGEST CANTILEVER.
8. PROVIDE SLOPPED SURFACE
AT COLUMN TO PREVENT
ACCUMULATION OF WATER
AGAINST STEEL.
9. PROVIDE 6" EXPOSED PIER AT
LOCATIONS OUTSIDE PAVED
AREAS.
3/8
TYP EACH
BAR 7"6"6"3
6 PANEL Y 10'-6"x6'-0"x2'-0"0'-0"#6 AT 10" O.C. EACH WAY
TOP AND BOTTOM 4,500 PSI
*THIS DETAIL MAY BE USED IN LIEU OF DETAIL 2/S4.1
6
"e", NOTE 7
8
CLR3"STEEL DECK 10'-0"x5'-6"x2'-0"1'-6"#6 AT 10" O.C. EACH WAY
TOP AND BOTTOM 4,500 PSI
1. STEEL PURLIN, SEE PLANS
AND GSN FOR SIZE, GAUGE
AND FINISH.
2. SOLAR PANELS BY OTHERS.
3. THRU BOLT BY PANEL MFR.
(1/4" OR M6 DIAMETER
MINIMUM).
4. SPACING BETWEEN LONG
SIDE OF PANELS, TYPICAL.
5. SPACING BETWEEN SHORT
SIDE OF PANELS, TYPICAL.
CONTRACTOR TO VERIFY
PURLIN SPACING WITH PANEL
AND BRACKET
SPECIFICATIONS PRIOR TO
INSTALLATION.
6. END CAP.
34
1/2"1/2"5
2 1
6
C/L MOUNTING HOLESSEE PANEL SPECS1/2 TYP 3 SIDES
1/2
1. STEEL BEAM, FOR TILT
DIRECTION SEE SECTIONS
AND ELECTRICAL DRAWINGS.
2. STEEL COLUMN.
3. 1" X WIDTH COLUMN (OR
BEAM, WHICH EVER IS
GREATER) STEEL PLATE, Fy =
50 KSI MINIMUM.
4. 3/4" FULL DEPTH WEB
STIFFENERS EACH SIDE OF
COLUMN, ALIGNED WITH
BEAM FLANGES AND AT TOP
OF COLUMN AS SHOWN.
5. (4) 1" DIA. ASTM A325 BOLTS
EACH SIDE OF BEAM,
CENTERED ON BEAM GAUGE
(8 TOTAL). TENSION BOLTS
SNUG TIGHT.
6. STEEL PURLINS PER PLANS.
7. SOLAR PANELS BY OTHERS.2"3"4"3"3"4"3"3"
76
1
2
3 4
5
SHEET NAME
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
DATE:2058 S. Dobson Rd. Suite 10Mesa, AZ 85202(480) 454-6408www.unitedstr.comS4.1
SOLAR CANOPY
DETAILS
23375
KS
JE
08/28/2023USD #:23375NO SCALE2STEEL COLUMN AT POLE FOOTING CONNECTION
NO SCALE6TYPICAL PURLIN TO STEEL BEAM CONNECTION
NO SCALE9TYPICAL COLD FORMED STEEL PURLIN SECTION
NO SCALE10SAG ROD AT STEEL PURLINS ATTACHMENT
NO SCALE11TYPICAL PURLIN TO STEEL BEAM CONNECTION
NO SCALE12TYPICAL PURLIN END CAP DETAIL
NO SCALE8STEEL COLUMN AT CONCRETE SPREAD FOOTING
NO SCALE13TYPICAL PANEL ATTACHMENT
No. Description Date
NO SCALE5STEEL BEAM TO STEEL COLUMN CONNECTION