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Sht # 4 of 4 <br />F x (3.9') + R1y (2.25') = Fy (0.76') <br />Moment at support 2 = 0 <br />R1y <br />F y=R1y + R2y <br />R2y <br />= 60 lbs <br />= 1,640 lbs <br />F x=R1x + R2x <br />P=2 ( R1x ) <br />R1x <br />;R1x = R2x <br />=Fx / 2=677 lbs / 2 = 339 lbs <br />2015­1203 Halcyon Solar Fairfield Motel 6 Date: June 11, 2015 <br /> 9924 Universal Boulevard #224­406 Orlando, FL 32819 Tel:1.310.464.1804 <br /> Email: loydwmartin@gmail.com www.loydwmartin.com <br />Loyd W. Martin Professional Engineer, Inc. <br />2017­3507 Richard Scherer Solar Sakura Gardens Date: November 7, 20182017­3507 Richard Scherer Solar Sakura Gardens Date: November 7, 2018 <br />Load per bolt (for withdrawal and tension): <br />P =R1y / 2 <br />P =388 lbs / 2 <br />Determine allowable load per 3/4" anchor bolt w/ 5" min. into concrete pad below <br />according to the 2012 NDS. <br />W ' = W x Cd x Ct Table 10.3.1 2005 NDS <br />where: <br />W = 513 lbs / in. of embedment per Table 11.2a <br />Cd = 1.6 per Table 2.3.2 of 2005 NDS <br />Ct = 1.0 per Table 10.3.4 of 2005 NDS <br />W ' = 513 lbs/ in. x 5 in. x 1.6 x 1.0 = 4,104 lbs > 194 lbs OK <br />P =194 lbs <br />Check for withdrawal of each bolt: <br />Fy = R1y + R2y ; R1y = R2y = 388 lbs <br />Summation forces Y (Assume C.G. at center) <br />F x =R1x + R2x ;R1x = R2x = 515 lbs <br />Check Shear Load per 5/8" Concrete Screws: <br />Shear Strength per screw = 834.6 lbs / 4 = 209 lbs < 1,470 lbs OK <br />OK. Use 1/2” diameter all­threaded steel rod on all <br />8 mounting points, with 5” embedment into <br />concrete, as per plans to manufacturer's instructions <br />Check Tensile Load per 5/8" Concrete Screws: <br />Fx (3.7') ­ Ray (2.5') = 0 <br />ΣMB =0 <br />Fx = 834.6 lbs (Seismic Load) <br />Ray = (834.6 lbs x 3.7') / 2.5' <br />Simpson Set­XP Epoxy Allowable Tension Loads for Anchorage in 3,000 psi concrete <br />2017­3507 Richard Scherer Solar Sakura Gardens Date: November 13, 20182017­3507 Richard Scherer Solar Sakura Gardens Date: June 4, 2019 <br />C.G. <br />2. <br />5 <br />' <br />Total Fx <br />Total Fy <br />Rax Rbx Rcx Rdx <br />Ray Rby Rcy Rdy <br />4.8' <br />1.9'1.4'1.4'1"1" <br />2017­3507 Richard Scherer Solar Sakura Gardens Date: June 10, 20192019­4063 ElectroThermal Vista Del Mar ­ Tank Pad Date: December 4, 2019 <br />Check Tensile Load per 1/2" All-Threaded Steel Rod: <br />ΣMD=0 <br />Exp <br />No. <br />DYO <br />REGISTEREDPRO <br />L <br />FOETATSC <br />Note: Assume Outer Bolts carry all tension load due to <br />seismic forces in tension. <br />(Fx x 2.5 ft) - 2 bolts x 4.75 ft x Fy = 0 <br />Fx = 1793 # (Seismic Load) <br />Fy = (1793 # x 2.5 ft ) / (2 bolts x 4.75 ft) <br />Fy = 471 lbs < 2181 lbs OK <br />Use Simpson SET-XP Epoxy with Deputy Inspection <br />with 7 inch embedment, Special Inspection Required. <br />Use 1/2" or 5/8" diameter A307 Threaded Rod. <br />Note: <br />Assume Outer Bolts carry all tension <br />load due to seismic forces in tension. <br />Ray = 1,235 lbs / 2 sides = 350 lbs <br />16"16" <br />6-7/8"6-7/8" <br />(N) (4) 1/2" A <br />CONCRETE <br />EPOXY & PE <br />MATERIALS <br />Total Fx <br />Total Fy <br />4' <br />Rax <br />Ray <br />Rbx <br />Rby <br />3.4' <br />(N) (4) 1/2" A307 ROD W/ 5" EMBED TO (E) CONCRETE <br />SLAB W/SIMPSON SET XP EPOXY & PERIODIC <br />INSPECTION FOR MATERIALS & INSTALLATION <br />2020­2455 Solar Rite Far West Meats ­ Concrete Pad Date: October 12, 20202021­4546 HPM Solar MIL–SPEC Magnetics ­ Concrete Pad Date: March 30, 2022 <br />Ray = 617.6 lbs / 2 bolts = 309 lbs < 2,857 lbs OK <br />(N) 8 ANGLE BRACKETS, WELDED TO THE <br />CONTAINER, BOLTED TO THE SLAB WITH (2) 1/2" <br />A307 ROD EACH, WITH 8 INCH EMBEDMENT, W/ <br />SIMPSON SET XP EPOXY & PERIODIC INSPECTION <br />FOR MATERIALS & INSTALLATION <br />2022­4994 Westech Systems Quien Sabe Cabins 2 and 9 Date: December 20, 2022 <br />DIM Z <br />COG <br />1028[40.5] <br />OVERALL WIDTH <br />1754 <br />[69.0] <br />OVERALL <br />HEIGHT <br />1552 <br />[61.1] <br />940[37.0] <br />AIR INTAKE <br />Total Fx <br />Total Fy <br />Rax <br />Ray <br />Rbx <br />Rby <br />33 <br />" <br />2023­3267 Sunrise Energy Solar Atkinson Date: June 4, 20232023­5174 Urban Design Solar Wayne Tilley ­ Generator Date: October 20, 20232023­5201 High Line Designs Clinicas del Camino Real ­ BESS Date: October 24, 20232023­5261 High Line Designs Rail Road Flats Store ­ BESS Date: October 25, 20232023­5649 High Line Designs Mammoth Lakes Fire Dept 1 ­ BESS Date: November 29, 20232023-5672 High Line Designs Lundy Mutual Water Company Date: December 1, 20232024-0816 High Line Designs Blanchard Community Library - BESS Date: March 25, 20242024-0817 High Line Designs Kittyhawk Products Inc - BESS Date: March 25, 20242024-0817 High Line Designs Kittyhawk Products Inc - BESS Date: April 1, 20242024-3350 Barrier Vintage Gardens Date: November 29, 20242024-3689 LA Solar Andreoli Office Building January 27, 2025 <br />Exp. 3-31-19 <br />No. C58724 NITRAMW.DYO <br />REGISTEREDPROFESSIONALENGINEER <br />C <br />V <br />L <br />FOETATS <br />ALIFORNIAICIL <br />­2187 <br />2025-0319 Six Rivers Solar Tindle February 26, 2025 <br />ort to Concrete Pad for <br /> (Consider 1 tank) <br />8' <br />- <br />1 <br />" <br />4' <br />- <br />0 <br />" <br />Rbx <br />Rby <br />Rax <br />Ray <br />Total Fx <br />Total Fy <br />7' <br />- <br />5 <br />" <br />3' <br />- <br />8 <br />" <br />2'-6" <br />USE: <br />2025-1937 Magic Solar MVAP October 29, 2025 <br />3.25" EFFECTIVE <br />2026-0084 Carlsbad Solar 3080 S Harbor Blvd February 18, 2026