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Sht # 4 of 7
<br />2'-0"
<br />5'-9"
<br />20173570 Quick Solar Systems Kevin Costello 15049 Residence Date: September 16, 2017
<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 />20182670 Divine Power USA Ronald Howard Residence Date: September 7, 201820183631 Solar Survey Pro Itzel Lopez Residence Date: November 21, 201820183702 Precis Solar Barbara Cervera Residence Date: November 30, 201820183831 ESD 18795 Pacheco Residence Date: December 12, 201820183831 ESD 18795 Pacheco Residence Date: January 23, 201920183831 ESD 18795 Pacheco Residence Date: January 23, 20192019292 Axis Solar Design Stephen Skjelvik Residence Date: February 5, 2019
<br />Load per lag screw = 609 lbs / 1 = 609 lbs
<br />Determine allowable load per 5/16" lag screw w/ 2.5" embedment into wood below
<br />according to the 2015 NDS.
<br />W ' = W x Cd x Ct Table 10.3.1 2015 NDS
<br />where:
<br />W = 266 lbs / in. of embedment per Table 12.2a
<br />Cd = 1.6 per Table 2.3.2 of 2015 NDS
<br />Ct = 1.0 per Table 10.3.4 of 2015 NDS
<br />W ' = 266 lbs/ in. x 2.5 in. x 1.6 x 1.0 = 1,064 lbs > 609 lbs OK
<br />Use Support connected to 2x Min. Roof Member
<br />w/ (1) 5/16" x 3.5" lag screws per connection minimum.
<br />Design (Factored) Uplift at each support = 0.6 x 1,016 lbs = 609 lbs
<br />Tributary Area to Each Solar Mount = 6 ft. x 2.75 ft. = 16.5 sq. ft. ( Max )
<br />Calculate Uplift at each support:
<br />Eq'n 30.51 ASCE 710
<br />Wind Speed 129 mph Exposure C
<br />Nominal (Unfactored) Uplift at each support = 61.56 psf x 16.5 sq. ft. = 1,016 lbs
<br />pnet =
<br /> λ
<br />Kzt I pnet30 λ
<br />=1.35
<br />Kzt =1.0
<br />I = 1.0
<br />pnet30 =45.6 psf
<br />pnet =1.35 x 1.0 x 1.0 x (45.6 psf) = 62.8 psf
<br />Note: Section 2.4.1 of ASCE 710, Basic Load Combinations for Allowable Stress
<br />Design. Note: Applicable Load Combination #5 (D + 0.6W)
<br />2019489 Axis Solar Design Ecoforce 6 Peachtree Date: February 22, 20192019489 Axis Solar Design Ecoforce 6 Peachtree Date: March 12, 201920192865 Axis Solar Design Jacobs 18 Tanglewood Date: August 29, 201920193009 Axis Solar Design Applebaum Date: September 11, 201920193922 Axis Solar Design Fitzpatrick Residence Date: November 7, 20192020053 Axis Solar Ryerson Residence Date: November 9, 20192020126 Axis Solar Mark Reynolds Residence Date: January 16, 20202020131 Axis Solar Law Residence Date: January 16, 20202020268 Axis Solar Yragui Ecoforce Residence Date: January 31, 20202020279 Penguin Solar Dan Wampole Residence Date: February 3, 20202020450 Penguin Solar Louis Sebulsky Residence Date: February 21, 20202020473 Penguin Solar Laura Caballero Residence Date: February 24, 20202020602 Penguin Solar Kevin Dodd Residence Date: March 5, 20202020640 Penguin Solar Thomas Vasquez Residence Date: March 11, 20202020678 ESD 20119 Barile Residence Date: March 16, 20202020678 ESD 20119 Barile Residence Date: March 16, 20202020780 ESD 20136 Gutierrez Residence Date: April 1, 20202020844 ESD 20164 Azim Residence Date: April 14, 20202020844 ESD 20164 Azim Residence Date: April 14, 202020201052 ESD 20206 Sarkissian Residence Date: May 15, 202020201088 ESD 20216 Yocum Residence Date: May 22, 202020201096 UniverCity Solar Rebecca Baxter Residence Date: May 26, 202020201102 Papke Designs Olvera Residence Date: May 27, 202020201100 HPM Solar Oscar Residence Date: May 27, 202020201110 ilum Solar Enrique Escontrias Residence Date: May 28, 2020
<br />qh
<br />Exp. 3-31-19
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<br />Tributary Area to Each Solar Mount = 6 ft. x 2.75 ft. = 16.5 sq. ft. ( Max )
<br />Calculate Design Wind Pressure at each support (Wind Speed 130 mph Exposure C):
<br />Eq'n 29.47 ASCE 716
<br />Kz = velocity pressure coefficient
<br />p=qhðGCpÞðγEÞðγaÞð
<br />=0.00256 Kz Kzt Kd Ke V2
<br />Note:
<br />Section 29.10.1 ASCE 716
<br />Kz = 0.9 (Exposure C, Height = 20 ft or less)
<br />Kzt = Topographical Factor = 1.0
<br />Kd = Wind Directionality Factor = 0.85
<br />Ke = Ground Elevation Factor = 1.0
<br />V = 130 mph ; VASD = 101 mphTable 1609.3.1 2019 CBC
<br />qh=0.00256 (0.9) (1.0) (0.85) (1.0) (101)2
<br />p=qhðGCpÞðγEÞðγaÞð
<br />qh=20 psf
<br />p = 20 psf (2.0) (1.5) (0.7) = 42 psf
<br />Eq'n 26.101 ASCE 716
<br />GCp = 2.0 (Zone 2 ; Effective Area = 15 sq. ft. )
<br />GCp = Exposure Factor = 1.5ðγE
<br />GCp = Solar Array Pressure Equalization Factor = 0.7ðγaFig. 29.48 ASCE 716
<br />Nominal (Unfactored) Uplift at each support = 42 psf x 16.5 sq. ft. = 693 lbs
<br />Note: Section 2.4.1 of ASCE 716 , Basic Load Combinations for Allowable Stress
<br />Design. Note: Applicable Load Combination #5 : D + 0.6W
<br />Dead Load = 03 psf
<br />Wind Load = 42 psf
<br />Snow Load = 20.0 psf
<br />Check attachment of Support to Existing Structure for Wind Uplift Cont'd
<br />20201119 ilum Solar Aaron Gonzalez Residence Date: May 29, 202020201119 ilum Solar Aaron Gonzalez Residence Date: June 9, 202020201286 ilum Solar David Harski Residence Date: June 18, 202020201408 ilum Solar Antonio Escarzaga Residence Date: June 30, 202020201438 ilum Solar Thomas Aucoin Residence Date: July 2, 202020201437 ilum Solar Heliezer Espinoza Residence Date: July 2, 202020201626 ilum Solar Josh TobarHanavan Residence Date: July 25, 202020201626 ilum Solar Josh TobarHanavan Residence Date: July 25, 202020201643 Grid Alt IE Enrique Munoz Residence Date: July 28, 202020201667 UniverCity Solar Jenny Swanson Residence Date: July 30, 202020201674 Sunrise Solar Jose Munoz Residence Date: July 31, 2020
<br />qh
<br />Check attachment of Support to Existing Structure for Wind Uplift Cont'd
<br />Exp. 3-31-19
<br />No. C58724 NITRAMW.DYO
<br />REGISTEREDPROFESSIONALENGINEER
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<br />Tributary Area to Each Solar Mount = 6 ft. x 1.65 ft. = 9.9 sq. ft. ( Max )
<br />Calculate Design Wind Pressure at each support (Wind Speed 130 mph Exposure C):
<br />Eq'n 29.47 ASCE 716
<br />Kz = velocity pressure coefficient
<br />p =qh ðGCp ÞðγE Þðγa Þð
<br />=0.00256 Kz Kzt Kd Ke V2
<br />Note:
<br />Section 29.10.1 ASCE 716
<br />Kz = 0.9 (Exposure C, Height = 20 ft or less)
<br />Kzt = Topographical Factor = 1.0
<br />Kd = Wind Directionality Factor = 0.85
<br />Ke = Ground Elevation Factor = 1.0
<br />V = 130 mph ; VASB = 101 mph Table 1609.3.1 2019 CBC
<br />qh =0.00256 (0.9) (1.0) (0.85) (1.0) (101)2
<br />p =qh ðGCp ÞðγE Þðγa Þð
<br />qh =20 psf
<br />p = 20 psf (2.0) (1.5) (0.7) = 42 psf
<br />Eq'n 26.101 ASCE 716
<br />GCp = 2.0 (Zone 2 ; Effective Area = 15 sq. ft. )
<br />GCp = Exposure Factor = 1.5ðγE
<br />GCp = Solar Array Pressure Equalization Factor = 0.7ðγa Fig. 29.48 ASCE 716
<br />Design (Factored) Uplift at each support = 0.6 x 416 lbs = 249 lbs
<br />Nominal (Unfactored) Uplift at each support = 42 psf x 9.9 sq. ft. = 416 lbs
<br />Note: Section 2.4.1 of ASCE 716, Basic Load Combinations for Allowable Stress
<br />Load per lag screw = 249 lbs / 1 = 249 lbs
<br />Design. Note: Applicable Load Combination #5 (D + 0.6W)
<br />20201696 ACS Workman Residence Date: August 3, 202020201694 ACS Sing Residence Date: August 3, 202020201691 SunLectric Randy & Lynn Reeves Residence Date: August 3, 202020201689 New Power Joel Garcia Residence Date: August 3, 202020201704 Solar Journey Nisal Samarasena Residence Date: August 4, 202020201724 Grid Alt IE Efren Salgado Residence Date: August 5, 202020201723 Grid Alt IE Sandra West Residence Date: August 5, 202020201722 HPM Solar Xavier Monge Residence Date: August 5, 202020201722 HPM Solar Xavier Monge Residence Date: August 5, 202020201718 ilum Solar Mejia Emerson Residence Date: August 5, 202020201806 ilum Solar Justice Lloyd Residence Date: August 13, 202020201804 ilum Solar Joshua Gould Residence Date: August 13, 202020201803 ilum Solar Lloyd Harmon Residence Date: August 13, 202020201958 ilum Solar Deane Martinez Residence Date: August 27, 202020202114 ilum Solar Mike Rich Residence Date: September 10, 202020202159 ilum Solar Norman Allen Residence Date: September 13, 202020202269 UniverCity Solar Jeffrey Smilen Residence Date: September 20, 202020202392 UniverCity Solar Debra Enriquez Residence Date: September 29, 202020202390 UniverCity Solar Ricky Hofmann Residence Date: September 29, 202020202437 Grid Alt IE Jocelyn Hernandez Residence Date: October 1, 2020
<br />qh=
<br />Note:
<br />qh=
<br />qh=
<br />ðγE
<br />ðγa
<br />Check attachment of Support to Existing Structure for Wind Uplift Cont'd
<br />Tributary Area to Each Solar Mount = 4 ft. x 2.75 ft. = 11 sq. ft. ( Max )
<br />Calculate Design Wind Pressure at each support (Wind Speed 110 mph Exposure C):
<br />Eq'n 29.47 ASCE 716
<br />Kz = velocity pressure coefficient
<br />p=qhðGCpÞðγEÞðγaÞð
<br />0.00256 Kz Kzt Kd Ke V2
<br />Section 29.10.1 ASCE 716
<br />Kz = 0.9 (Exposure C, Height = 20 ft or less)
<br />Kzt = Topographical Factor = 1.0
<br />Kd = Wind Directionality Factor = 0.85
<br />Ke = Ground Elevation Factor = 1.0
<br />V = 110 mph ; VASD = 85 mphTable 1609.3.1 2019 CBC
<br />0.00256 (0.9) (1.0) (0.85) (1.0) (85)2
<br />p=qhðGCpÞðγEÞðγaÞð
<br />14.15 psf
<br />p = 14.15 psf (2.0) (1.5) (0.7) = 29.7 psf
<br />Eq'n 26.101 ASCE 716
<br />GCp = 2.0 (Zone 2 ; Effective Area = 15 sq. ft. )
<br />GCp = Exposure Factor = 1.5
<br />GCp = Solar Array Pressure Equalization Factor = 0.7Fig. 29.48 ASCE 716
<br />Nominal (Unfactored) Uplift at each support = 29.7 psf x 11 sq. ft. = 327 lbs
<br />Note: Section 2.4.1 of ASCE 716 , Basic Load Combinations for Allowable Stress
<br />Design. Note: Applicable Load Combination #5 : D + 0.6W
<br />Dead Load = 03 psf
<br />Wind Load = 29.7 psf
<br />Snow Load = 20.0 psf
<br />Exp. 3-31-19
<br />No. C58724NITRAMW.DYO
<br />REGISTEREDPROFESSIONALENGINEER
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<br />ALIFORNIAICIL
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<br />20202436 Grid Alt IE Otoniel Villegas Residence Date: October 1, 202020202434 Mohr Power Thurin Residence Date: October 1, 202020202450 ESD 20579 Sanchez Residence Date: October 2, 202020202466 Solar Deployed Jose Bautista Residence Date: October 3, 202020202472 Solar Deployed Sava Knezevich Residence Date: October 5, 202020202493 Sunrise Solar Luis Avila Residence Date: October 6, 202020202491 Effect Energy Ana Lopez Residence Date: October 6, 202020202495 Penguin Solar German Rios Residence Date: October 6, 202020202498 Penguin Solar Lisa Bishop Residence Date: October 6, 202020202510 Sasha Intl Mayra Davila Residence Date: October 6, 202020202510 Sasha Intl Mayra Davila Residence Date: October 7, 202020202507 ESD 20593 So Residence Date: October 7, 202020202515 Penguin Solar Black Annette Residence Date: October 7, 202020202531 Solar Journey Charlie Zheng Residence Date: October 8, 202020202525 New Power William Fuller Residence Date: October 8, 202020202545 Grid Alt IE Francisco Guerrero Residence Date: October 9, 202020202565 Grid Alt IE Luis Aguiniga Residence Date: October 11, 202020202564 Grid Alt IE Claudia Rodriguez Residence Date: October 11, 202020202576 Sunrise Solar Derrick Darland Residence Date: October 12, 202020202591 ESD 20590 Supulveda Residence Date: October 13, 202020202603 New Power John Yager Residence Date: October 14, 202020202603 New Power William Fuller Residence Date: October 14, 202020202601 TG Roofing Michael Seffintger Residence Date: October 14, 202020202652 Axis Solar Marcus Residence Date: October 15, 202020202652 Axis Solar Freimanis Residence Date: October 15, 202020202674 Complete Solar Dorado Residence Date: October 16, 202020202699 Solar Deployed Daniel Rivera Residence Date: October 17, 202020202694 ESD 20648 Barrera Residence Date: October 17, 202020202836 Penguin Solar Kalup Residence Date: October 26, 202020202832 Grid Alt IE Ana Hernandez Residence Date: October 26, 202020202841 Sunrise Solar Lathan Williams Residence Date: October 26, 202020202862 Sunrise Solar Eduardo Vilchis Residence Date: October 27, 202020202861 New Power Susan Bakken Residence Date: October 27, 202020202859 Grid Alt IE Terry McDonnell Residence Date: October 27, 202020202856 Solar Deployed Azsa Villalobos Residence Date: October 27, 2020
<br />qh
<br />Check attachment of Support to Existing Structure for Wind Uplift Cont'd
<br />Exp. 3-31-19
<br />No. C58724 NITRAMW.DYO
<br />REGISTEREDPROFESSIONALENGINEER
<br />C
<br />V
<br />L
<br />FOETATS
<br />ALIFORNIAICIL
<br />21
<br />Tributary Area to Each Solar Mount = 6 ft. x 2.75 ft. = 16.5 sq. ft. ( Max )
<br />Calculate Design Wind Pressure at each support (Wind Speed 130 mph Exposure C):
<br />Eq'n 29.47 ASCE 716
<br />Kz = velocity pressure coefficient
<br />p =qh ðGC p ÞðγE Þðγa Þð
<br />=0.00256 Kz Kzt Kd Ke V2
<br />Note:
<br />Section 29.10.1 ASCE 716
<br />Kz = 0.9 (Exposure C, Height = 20 ft or less)
<br />Kzt = Topographical Factor = 1.0
<br />Kd = Wind Directionality Factor = 0.85
<br />Ke = Ground Elevation Factor = 1.0
<br />V = 130 mph ; VASB = 101 mph Table 1609.3.1 2019 CBC
<br />qh =0.00256 (0.9) (1.0) (0.85) (1.0) (101)2
<br />p =qh ðGC p ÞðγE Þðγa Þð
<br />qh =20 psf
<br />p = 20 psf (2.0) (1.5) (0.7) = 42 psf
<br />Eq'n 26.101 ASCE 716
<br />GCp = 2.0 (Zone 2 ; Effective Area = 15 sq. ft. )
<br />GCp = Exposure Factor = 1.5ðγE
<br />GCp = Solar Array Pressure Equalization Factor = 0.7ðγa Fig. 29.48 ASCE 716
<br />Design (Factored) Uplift at each support = 0.6 x 693 lbs = 416 lbs
<br />Nominal (Unfactored) Uplift at each support = 42 psf x 16.5 sq. ft. = 693 lbs
<br />Note: Section 2.4.1 of ASCE 716, Basic Load Combinations for Allowable Stress
<br />Load per lag screw = 416 lbs / 1 = 416 lbs
<br />Design. Note: Applicable Load Combination #5 (D + 0.6W)
<br />20202854 Solar Deployed Deilar Aguilera Residence Date: October 27, 202020202853 TG Roofing Brown Robert Residence Date: October 27, 202020202875 Trinity Power John Mendel Residence Date: October 28, 202020202874 Solar Deployed Jesse Haynes Residence Date: October 28, 202020202873 Solar Deployed Elward Beyerle Residence Date: October 28, 202020202887 Solar Deployed Dipika Kadakia 2 Residence Date: October 28, 202020202907 Solar Deployed Rudy Valdez Residence Date: October 29, 202020202905 Sasha Intl Susan Driggs Residence Date: October 29, 202020202904 HPM Solar Leona Sankhla Residence Date: October 29, 202020202904 HPM Solar Leona Fisher Residence Date: October 29, 202020202918 Precis Solar Humberto Lemus Residence Date: October 29, 202020202915 Complete Solar Ojeda Residence Date: October 29, 202020202936 ESD 20614 2892 Walker Residence Date: October 29, 202020202936 ESD 20614 2892 Falcon Services Date: October 29, 202020202936 ESD 20614 2892 Falcon Walker Date: October 29, 202020202940 Axis Solar Shook Date: October 30, 2020
<br />qh
<br />Check attachment of Support to Existing Structure for Wind Uplift Cont'd
<br />Exp. 3-31-19
<br />No. C58724 NITRAMW.DYO
<br />REGISTEREDPROFESSIONALENGINEER
<br />C
<br />V
<br />L
<br />FOETATS
<br />ALIFORNIAICIL
<br />21
<br />Tributary Area to Each Solar Mount = 5.33 ft. x 2.75 ft. = 14.7 sq. ft. ( Max )
<br />Calculate Design Wind Pressure at each support (Wind Speed 130 mph Exposure C):
<br />Eq'n 29.47 ASCE 716
<br />Kz = velocity pressure coefficient
<br />p =qh ðGC p ÞðγE Þðγa Þð
<br />=0.00256 Kz Kzt Kd Ke V2
<br />Note:
<br />Section 29.10.1 ASCE 716
<br />Kz = 0.9 (Exposure C, Height = 20 ft or less)
<br />Kzt = Topographical Factor = 1.0
<br />Kd = Wind Directionality Factor = 0.85
<br />Ke = Ground Elevation Factor = 1.0
<br />V = 130 mph ; VASB = 101 mph Table 1609.3.1 2019 CBC
<br />qh =0.00256 (0.9) (1.0) (0.85) (1.0) (101)2
<br />p =qh ðGC p ÞðγE Þðγa Þð
<br />qh =20 psf
<br />p = 20 psf (2.0) (1.5) (0.7) = 42 psf
<br />Eq'n 26.101 ASCE 716
<br />GCp = 2.0 (Zone 2 ; Effective Area = 15 sq. ft. )
<br />GCp = Exposure Factor = 1.5ðγE
<br />GCp = Solar Array Pressure Equalization Factor = 0.7ðγa Fig. 29.48 ASCE 716
<br />Design (Factored) Uplift at each support = 0.6 x 616 lbs = 369 lbs
<br />Nominal (Unfactored) Uplift at each support = 42 psf x 14.7 sq. ft. = 616 lbs
<br />Note: Section 2.4.1 of ASCE 716, Basic Load Combinations for Allowable Stress
<br />Load per lag screw = 369 lbs / 3 = 123 lbs
<br />Design. Note: Applicable Load Combination #5 (D + 0.6W)
<br />20202963 Axis Solar Luke Ding Residence Date: October 31, 202020202959 Penguin Solar Stevens Residence Date: October 31, 202020202954 Solar Deployed Edith Vigil Residence Date: October 31, 202020202939 Mohr Power Pappillion Residence Date: October 31, 202020202983 Infinity Solar Gernazio Residence Date: November 3, 202020202982 Infinity Solar Luna Residence Date: November 3, 202020203021 TG Roofing Jeff Costa Residence Date: November 4, 202020203033 Penguin Solar Christina Cvek Residence Date: November 5, 202020203062 UniverCity Solar Mantri Residence Date: November 6, 202020203059 Solar Deployed Joshua Bethmann Residence Date: November 6, 202020203058 Guasti Const Anthony Guastadisegni Residence Date: November 6, 202020203057 Future Energy Rebecca Jamison Residence Date: November 6, 202020203056 Penguin Solar David Esqueda Residence Date: November 6, 202020203055 Solar Journey Darren Misaresh Residence Date: November 6, 202020203052 ESD 20747 Perez Residence Date: November 6, 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Residence Date: April 20, 2021
<br />qh
<br />Check attachment of Support to Existing Structure for Wind Uplift - Cont'd
<br />Tributary Area to Each Solar Mount = 6 ft. x 2.75 ft. = 16.5 sq. ft. ( Max )
<br />Calculate Design Wind Pressure at each support (Wind Speed 130 mph Exposure C):
<br />Eq'n 29.4-7 ASCE 7-16
<br />Kz = velocity pressure coefficient
<br />p =qh ðGC p ÞðγE Þðγa Þð
<br />=0.00256 Kz Kzt Kd Ke V2
<br />Note:
<br />Section 29.10.1 ASCE 7-16
<br />Kz = 0.9 (Exposure C, Height = 20 ft or less)
<br />Kzt = Topographical Factor = 1.0
<br />Kd = Wind Directionality Factor = 0.85
<br />Ke = Ground Elevation Factor = 1.0
<br />V = 130 mph ; VASB = 101 mph Table 1609.3.1 2022 CBC
<br />qh =0.00256 (0.9) (1.0) (0.85) (1.0) (101)2
<br />p =qh ðGC p ÞðγE Þðγa Þð
<br />qh =20 psf
<br />p = 20 psf (-2.0) (1.5) (0.7) = 42 psf
<br />Eq'n 26.10-1 ASCE 7-16
<br />GCp = -2.0 (Zone 2 ; Effective Area = 15 sq. ft. )
<br />GCp = Exposure Factor = 1.5ðγE
<br />GCp = Solar Array Pressure Equalization Factor = 0.7ðγa Fig. 29.4-8 ASCE 7-16
<br />Design (Factored) Uplift at each support = 0.6 x 693 lbs = 416 lbs
<br />Nominal (Unfactored) Uplift at each support = 42 psf x 16.5 sq. ft. = 693 lbs
<br />Note: Section 2.4.1 of ASCE 7-16, Basic Load Combinations for Allowable Stress
<br />Load per lag screw = 416 lbs / 1 = 416 lbs
<br />Design. Note: Applicable Load Combination #5 (D + 0.6W)
<br />2021-1409 Better Earth Steve Katz Residence Date: April 27, 2021 2021-1453 Better Earth Kyle Scott Residence Date: April 29, 2021 2021-1801 Better Earth June Webb Residence Date: May 21, 2021 2021-2568 Better Earth Bryce Blake Residence Date: July 5, 2021 2021-3488 Better Earth Juan Garcia Residence Date: August 27, 2021 2021-4627 Better Earth Gary Krogstad Residence Date: October 26, 2021 2022-2248 ESD 22-171 Schoennauer Residence Date: May 25,2022 2022-3226 A1 Sun Inc Gary Wiskind Residence Date: August 10, 2022 2022-3230 BVI Solar Bart Cooper Residence Date: August 10, 2022 2022-3237 Solar Deployed Mario Giampa Residence Date: August 10, 2022 2022-3260 Solar Deployed Cort Collins Residence Date: August 11, 2022 2022-3814 Measure The Sun Rachel Edwards Residence Date: September 21, 2022 2022-3819 Solar Draft Jean Pak Residence Date: September 21, 2022 2022-3896 PowerTown Solar Chantelle Ho Residence Date: September 27, 2022 2022-3913 Pure Gold Solar Rick Jill Burgess Residence Date: September 27, 2022 2022-3935 Solar Outsource David Ross Residence Date: September 28, 2022 2022-3950 Solar Plan Design Kiera Woodson Residence Date: September 29, 20222022-4007 Solar Depoyed Nathan Dean Wilder Residence Date: October 4, 20222022-4041 Sun Green Systems Kiera James Kingdom Residence Date: October 5, 20222022-4082 BVI Solar Bill Faust Residence Date: October 6, 20222022-4423 Sun Dollar Solar Norm Fort Residence Date: October 27, 20222022-4521 Solar Survey Pro 11918 Lambert Ave Residence Date: November 2, 20222023-2023-102 HPM Solar Duke Draeger Residence Date: January 10, 20232023-104 Solar Deployed Emilio Romero Residence Date: January 10, 20232023-160 Green Road Solar Sonny Pulley Residence Date: January 12, 20232023-180 Solar Outsource Joven Tolentino Residence Date: January 13, 20232023-243 ESD 23-032 Thomas Chaiping Residence Date: January 18, 20232023-523 ESD 23-077 Richard Soliven Residence Date: February 2, 20232023-831 Solar Deployed Francisco Arreola Residence Date: February 17, 2023
<br />Exp. 3-31-19
<br />No. C58724 NITRAMW.DYO
<br />REGISTEREDPROFESSIONALENGINEER
<br />C
<br />V
<br />L
<br />FOETATS
<br />ALIFORNIAICIL
<br />-25
<br />2023-906 Devil Dog Energy Daniel Noblitt Residence Date: February 21, 20232023-911 Sun Dollar Solar Visant Sanathara Residence Date: February 21, 20232023-983 Devil Dog Energy Tim Garcia Residence Date: February 23, 20232023-1030 LA Solar Atlean Stepney Residence Date: February 24, 20232023-1149 Axis Solar Coffey Residence Date: March 1, 20232023-1271 ESD 23-200 Eva Boyd Residence Date: March 6, 20232023-1837 ESD 23-278 Marlene Hurtado Residence Date: March 23, 20232023-4155 ESD 23-592 Anni Zhou Residence Date: July 18, 20232023-4181 Solar Deployed Marciano Duran Residence Date: July 19, 20232023-4219 Devil Dog Energy Jorge Calvillo Residence Date: July 21, 20232023-4643 Mohr Angle Gee Residence Date: August 25, 20232023-5143 Green Mile Energy Sandra Michaels Residence Date: October 14, 20232023-5313 Jarco Roofing Solar Clearwater Building Date: October 28, 20232023-5446 Solar Deployed Francisco Garcia Date: November 7, 20232023-5446 Solar Deployed Francisco Garcia Residence Date: November 7, 20232023-5581 Super Solar Anne Romero Residence Date: November 18, 20232023-5699 Precis Solar Michael Lucas Residence Date: December 6, 20232023-5743 Diamond Solar Jason Juae Kim Residence Date: December 7, 20232023-5832 LA Solar Deployed Tony Ara Residence Date: December 15, 2023 2024-0062 Energy Planner Srivats Ravichandran Residence Date: January 9, 2024 2024-0100 Solar Deployed Hadi Janbakhzadeh Residence Date: January 11, 2024 2024-0199 Solar Outsource Rosa Fonseca Residence Date: January 20, 2024
<br />3717 S Olive St- 101118640 &
<br />201823884/2/2024
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