FINDINGS & CONCLUSIONS Clause Samples
The Findings & Conclusions clause sets out the results and determinations reached at the end of an investigation, audit, or review. It typically summarizes the key facts established, the reasoning behind any decisions, and the final outcomes or recommendations. This clause ensures that all parties have a clear, documented understanding of what was discovered and decided, thereby promoting transparency and providing a basis for any subsequent actions or responses.
FINDINGS & CONCLUSIONS. FMP CONDITIONS OF APPROVAL
CMP 1. Approval is based upon the application, site plan, specifications, and supporting documentation submitted by the Applicant. Any substantial change in this approved use will require review through a new land use application. PRIOR TO FINAL PLAT
FINDINGS & CONCLUSIONS. TABLE 7 – STRESS RESULTS Legs 101.1% 220-230 Pass Bottom Legs at 84.8% Diagonals 91.1% 40-60 Pass Horizontals 86.8% 100-120 Pass 2nd Horizontals 89.2% 220-230 Pass Red. Horizontal 1 74.6% 100-120 Pass Red. Horizontal 2 101.2% 0-20 Pass See Note 2 Red. Sub. Horiz. 48.2% 180-200 Pass Red. Diagonal 1 51.6% 160-180 Pass Red. Diagonal 2 53.6% 20-40 Pass Girt 0.7% 400 Pass Hip 1.7% 20-40 Pass All Bolts 83.4% 60 Pass Diagonal Member Bearing Notes:
1. The Maximum Stress Ratio is the ratio oft the maximum actual force in the member is relative to the ultimate force as determined by the code requirements expressed as a percentage.
2. A maximum stress ratio between 100% and 105% may be considered as acceptable according to the industry standard practice. The results of the structural analysis on the existing tower indicate the maximum stressed tower member is at 101.2% of its design capacity. Based on conservative simplifications and assumptions made in the analysis, stress ratios up to 105% are considered acceptable. Therefore, the existing tower has the design capacity to support the existing and proposed loading. This finding is only valid based on the coaxial cable layout shown on Sheets E-7 & E-7.1 and the assumptions previously listed. Additionally the criteria for twist, sway, and horizontal displacement should be met to ensure that the antennas function correctly during the 60 mph service wind loading events. This tower under these conditions does meet the twist, sway, and horizontal displacement requirements. FORT BEND COUNTY - OEM MISSOURI CITY TOWER MARCH 7, 2011 PAGE 8 OF 9 The foundation reactions from CTS’s structural analysis were found to be less than or equal the reactions from the previous design. Therefore, it was concluded that the foundation has the design capacity to support the existing and proposed loading. This finding is valid based on the assumptions previously listed.