HomeMy WebLinkAboutA010.10 Solar Canopy Preliminary Engineering DrawingSHEET NOTES
a. FOR STRUCTURE LOCATIONS REFERENCE PROJECT SITE PLAN.
COLUMN SPACING AND LOCATIONS SHALL BE COORDINATED WITH
PROJECT ARCHITECT OR PROFESSIONAL RESPONSIBLE FOR SITE PLAN.
b. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DIMENSIONS,
ELEVATIONS WHERE SHOWN ARE TO BE USED AS AN AID AND SHALL BE
COORDINATED WITH THE GENERAL CONTRACTOR PRIOR TO
CONSTRUCTION.
c. FOR ADDITIONAL INFORMATION, REFERENCE GENERAL STRUCTURAL
NOTES.
PV PANEL INFORMATION
A. CONTRACTOR TO VERIFY PANEL INFORMATION PRIOR TO FABRICATION
AND ERECTION.
B. THE PANEL INFORMATION BELOW AND IN THE PLANS WAS PROVIDED BY
THE OWNER DURING THE DESIGN PHASE AND PRIOR TO THE START OF
CONSTRUCTION. ALL PANEL INFORMATION INDICATED IN THESE
DRAWINGS IS FOR REFERENCE ONLY AND SHALL BE VERIFIED WITH THE
OWNER, THE ELECTRICAL DRAWINGS AND THE GENERAL CONTRACTOR
PRIOR TO FABRICATION AND PRIOR TO CONSTRUCTION.
C. THE OWNER IS TO PROVIDE A PANEL CAPABLE OF SUPPORTING IN
MANOR IN WHICH IS INTENDED BY THESE DRAWINGS (I.E. SUPPORTED
BY SHORT END, DUAL SUPPORTS, ETC). SUBMIT PANEL SPEC SHEETS
FOR REVIEW PRIOR TO PURCHASING ANY PANELS.
D. THE PANEL MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF THE
PANELS INCLUDING ALL IT'S COMPONENTS. PHOTOVOLTAIC PANELS AND
IT'S COMPONENTS SHALL BE DESIGNED TO SUPPORT PANEL WEIGHT
PLUS SNOW, WIND, OR SEISMIC LOADING, WHICHEVER COMBINATION
PRODUCES THE MOST SEVERE CONDITION IN ACCORDANCE WITH THE
BUILDING CODE
6T
1 2
12' - 6" MAX 27' - 0" MAX
EQ EQ
TYP
EQ
TYP
6' - 0"
TYP
EQ
6
4 310
S4.1
10
S4.1
2
S2.6
27'-0" MAX
2W7
5
5
12
S4.1 SLOPE DOWN 5°W WW
W14X38W14X387
FOUNDATION PLAN
0' -0"
BOTTOM OF FOOTING
-12' -0"
BOTTOM OF COLUMN
-4' -0"
6T
24' - 7 3/4"
S4.1
2
S4.1
11
S4.1
11
S4.1
5
6
S4.1
1
9
7
SLOPE 5°
19 1/8"
58 5/8"
38 13/16"58 5/8"
38 13/16"58 5/8"
19 1/8"
W
6"
1 9 1 /8 "
5 8 5 /8 "3 8 1 3 /1 6 "5 8 5 /8 "3 8 1 3 /1 6 "5 8 5 /8 "1 9 1 /8 "2 4 ' - 7 7 /8 "9' - 0" CLEARS L O P E 5 °
88
BOTTOM OF FOOTNG 2
-10' -6"SHEET NAME
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
DATE:2058 S. Dobson Rd. Suite 10Mesa, AZ 85202(480) 454-6408www.unitedstr.comS2.6
6 PANEL STRUCTURE
PLANS
23375
KS
JE
08/28/2023USD #:23375KEYNOTES
1DRILLED CONCRETE POLE FOOTING. FOR DIAMETER AND EMBEDMENT OF
FOOTING SEE FOUNDATION PLAN AND SECTION ON THIS SHEET. SEE
DETAIL 2/S4.1 FOR REINFORCING AND STEEL COLUMN ANCHORAGE.
2C10"x3"x14 GAUGE COLD FORMED STEEL PURLINS, TYPICAL. COORDINATE
EXACT LOCATION WITH SOLAR PANEL MANUFACTURER SPECIFICATIONS.
SEE DETAIL 9/S4.1 FOR MORE INFORMATION ON SECTION.
3SAG ROD AS SHOWN ON PLANS, (1) MINIMUM AT SPANS LESS THAN 18'-0"
AND (2) MINIMUM AT SPANS LESS THAN 27'-0". REFERENCE DETAIL 10/S4.1.
4(1) SAG ROD REQUIRED BETWEEN SUPPORT AND CANTILEVER END AS
SHOWN. REFERENCE DETAIL 10/S4.1. SAG ROD NOT REQUIRED WHERE
CANTILEVER IS LESS THAN 5'-0".
5DO NOT SPLICE PURLINS AT SUPPORT AT CANTILEVER ENDS.
616 GAUGE END CAP WITH 2" LEGS EACH END OF STRUCTURE.
7BEAM FLANGE BRACES AS SHOWN ON PLANS. REFERENCE DETAIL 6/S4.1
FOR MORE INFORMATION.
8PV MODULE BY OTHERS. ATTACH PER DETAILS.
9FINISHED GRADE. FINISHED GRADE IS DEFINED AS THE LOWEST
ADJACENT FINISHED GRADE WITHIN 5 FEET OF THE STRUCTURAL
COLUMN.
PANEL MODEL LENGTH WIDTH
Q.PEAK DUO XL-G11S 96.93" 44.65"
3/16" = 1'-0"1 6 PANEL Y - FRAMING PLAN
1/4" = 1'-0"2 6 PANEL 5 DEG Y SECTION
NO SCALE36 PANEL Y - 5 DEG
No. Description Date