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De— & © tO 4Lx10C SUB—ARRAY DESIGN DATA SITE DESIGN CONDITIONS BASIC WIND SPEED: 102 MPH MAXIMUM PILE AXIAL BEARING: 5,935 LBS QTY OF MODULES/SUB—ARRAY: 40 (RISK CATEGORY |) BASIC WIND SPEED: 110 MPH MAXIMUM PILE UPLIFT: 3,080 LBS sO 26 1 QTY OF SUB—ARRAYS: Oo = (RISK CATEGORY 11) PANEL COLUMNS/SUB—ARRAY: 10 EXPOSURE CATEGORY: C MAXIMUM LATERAL RESISTANCE: 2,300 LBS 5oOs 82° QTY OF PANEL ROWS: 4 GROUND SNOW LOAD: (RISK CATEGORY |) 69 PSF TOP RAIL MAXIMUM LOADING: 176.6 PLF O PANEL ORIENTATION: LANDSCAPE GROUND SNOW LOAD: 84 PSF GROUND SCREW DEPTH: 60” MIN PANEL COLUMN SPACING: 3” (RISK CATEGORY Il) GROUND SNOW LOAD: 50 PSF SITE CONTOUR: <5 DEG SLOPE PANEL LAYOUT PANEL ROW SPACING: 4," (NYS FIGURE 1608.2(5)) LL. =o N.TSS. PANEL MODEL: TSM—DEG21C.20 FLAT ROOF SNOW LOAD: N/A —_ On PANEL SIZE: 51.3” x 93.86" ALL DESIGN WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE 2025 BUILDING ra an PANEL POWER RATING: 660 WATTS CODE OF NEW YORK STATE EFFECTIVE DECEMBER 31, 2025, INCLUDING BUT NOT LIMITED TO, THE 2024 INTERNATIONAL BUILDING CODE WITH STATE DIRECTED Oo or SUB ARRAY POWER RATING: 26.4 KW MODIFICATIONS. % » zm TOTAL POWER RATING: 26.4 KW NET DESIGN PRESSURES WERE CALCULATED IN ACCORDANCE WITH ASCE 7-22 SECTION y re oven Ose QTY RAIL PER PANEL: 2 27.3.2, "OPEN BUILDINGS WITH MONOSLOPE, PITCHED, OR TROUGHED ROOFS". ALL LOAD CASES WERE EVALUATED IN DETERMINING THE LIMITING DESIGN CONDITIONS. THE \ ae DATA TABLE ABOVE PROVIDES THE RESULTS FOR THE LIMITING LOAD CASE. MAXIMUM PILE REACTION FORCES REPRESENT THE HIGHEST LOAD CONDITION APPLIED TO ANY PILE IN THE STRUCTURE. ALL PILES IN THE STRUCTURE ARE DESIGNED TO MEET THE MAXIMUM LOAD CONDITIONS. OQ ae panel a| 3 S uv oer </ORRA aa eiAous ZiIOM<«O S| MERS S<| (A O8% = "& QA; 6vi & 'S) = Ja mes C Digitally signed by James C Douglas Date: 2026.04.08 Douglas 025237-0400 ISOMETRIC VIEW N.T.S. NOTE: PANEL PLACEMENT IS FOR ILLUSTRATIVE PURPOSES ONLY DATE REVISION 03/26/2026 ORIGINAL