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 <br /> <br /> <br /> <br />PROJECT SPECIFICATIONS <br />Roof Height (ft)35 <br />Wind Speed ASCE 7-16 (MPH)95 <br />Ground Snow Load (PSF)0 <br />Seismic Design Value (S DS)1.05 <br />Exposure Factor B <br />Azimuth (deg.)180.00 <br />Ave. Parapet Height (ft)3 <br />Module Model MSESX9Z <br />Module Count (#)316 <br />Module Wattage (W)430 <br />Module Length (in)82.13 <br />Module Width (in)41.50 <br />Module Thickness (in)1.57 <br />Module Weight (lbs)51.60 <br />System Size (kW-DC)135.88 <br />Total FastRacks (#)437 <br />Roof Anchors (#)0 <br />Row Spacing (in)53.91 <br />Tilt Angle (DEG)10 <br />Total CMU Blocks (#)890 <br />Total Non-ballast Weight (lbs)18,381 <br />Total Ballast Weight (lbs)28,925 <br />Total System Weight (lbs)47,306 <br />Total Load / Array Area (psf)4.900 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Location 3600 West Segerstrom <br />Avenue,Santa Ana,CA 92704 <br />Installer Solirvine <br />Contact Derek Robert <br />Email derek@solirvine.com <br />Phone 562.484.8351 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Sheet Name <br />RACKING LAYOUT <br /># <br />S1.0 <br /> <br /> <br /> <br /> <br /> <br /> SETBACK LINES <br /> ASCE 7-16 <br />SEISMIC SETBACK <br /> FIRE SETBACK <br /> <br />1. DUE TO THE DIFFICULTY OF ANTICIPATING EVERY UNSATISFACTORY CONDITION THAT MIGHT BE <br />FOUND IN EXISTING CONSTRUCTION, IF ANY EXISTING CONDITION SUCH AS PV ARRAY SETBACKS BE <br />DISCOVERED WHICH IS NOT COVERED BY OR IS IN CONFLICT WITH, THE CONTRACT DOCUMENTS <br />WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH THE 2022 CBC, A CHANGE ORDER, OR A <br />SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK, <br />SHALL BE ISSUED. <br />2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, SITE CONDITIONS INCLUDING <br />PARAPET HEIGHT, PV ARRAY SETBACKS, AND FIRE PATHWAYS BEFORE STARTING WORK AND SHALL <br />NOTIFY PZSE OF ANY DISCREPANCIES. <br />3.ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING <br />DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF PZSE AND <br />RESOLVED PRIOR TO PROCEEDING WITH THE WORK SO INVOLVED. <br />REENIIGER <br />LARUTCURTS AINROFILACFOETATS <br />GNELANOISSEFORPDERETSEHCAZHTENEKL <br />N <br />AP <br />Exp. 3-31-25 <br />No. S3878 <br />R <br />U3600 WEST SEGERSTROM AVESANTA ANA, CA 92704 <br />Δ tnemecalpsiD cimsieS ngiseD 25.4 in (ASCE 7-16 13.6.12) <br />Minimum Separation <br />1.06 ft <br />2.12 ft <br />2.12 ft <br />4.23 ft <br />4) <br />5) <br />Design To Accommodate Seismic Displacement per ASCE 7-16 <br />Between a solar array and a roof edge with a qualifying parapet <br />Between a solar array and a roof edge without a qualifying parapet <br />Condition <br />The array is designed to move (displace) when subjected to earthquake forces. Therefore, the design displacement distance is <br />calculated to provide room for the array to move without aecting other rooftop installations. After an earthquake, the array shall be <br />returned to compliance with the separation distances listed above, and damaged anchors (if any) shall be repaired. <br />The minimum allowable friction factor required for use of the prescriptive displacement method is μ = 0.4, which should be measured <br />under wet conditions per ASTM G115. If positive attachments are provided for lateral resistance of seismic forces, then the minimum <br />A parapet is "qualifying" if the top of the parapet is not less than 12 inches in height. <br />Between separate solar arrays of similar construction <br />Between a solar array and a xed object on the roof, <br /> or solar array of dierent construction <br />The contractor shall eld verify all dimensions and site conditions before starting work and shall notify PZSE, Inc- Structural Engineers, <br />(PZSE, Inc) of any discrepancies. <br />All omissions and conicts regarding the seismic setback specications shall be brought to the attention of PZSE, Inc and resolved <br />prior to proceeding with work so involved. <br />Lorem ipsum <br />BEAM (GLUELAM) - 3.5' X 8" @24' OC CONT. <br />PURLIN (GLUELAM) - 4" X 18" @ 8' OC CONT. <br />RAFTERS 2"X6" @24" OC ALL BAYS <br />.5" PLYWOOD SHEETING <br />= 8" X 8" STEEL COLUM <br />3600 W Segerstrom Ave - <br />101117310 & 201813801/11/2024