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2044 S Orange Ave & 2044 S Orange Ave Unit# 2 - Plan
2044 S Orange Ave - 101117921 & 201818526/13/2024 The scope of the plans is for the installation of the solar photovoltaic system only and the approval is subject to compliance with all applicable city and state codes and regulations regarding construction. The approval of the plans does not constitute any certification of the accuracy, completeness, or building permit status of the existing buildings and structures as shown. Bldg# 101117921 Elec#: 20181852 Approvals: Bldg:JLo Elec: MSmith 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 FLUSH MOUNT SOLAR MODULES ATTACHED TO ROOF SURFACE Rolled Comp 48" 2x6 RAFTER @24" O.C. SOLAR MODULES 7/16 X 3/4" NUT, FLANGE UNIRAC STANDARD RAIL 3/8" BOLT(E) ROLLED COMPOSITION (E) ROOF SHEATHING TYP. PLACE SEALANT AROUND LAG BOLT AND UNDER STANDOFF BASE PREDRILLED 3/16" HOLE (1) 5/16" STAINLESS STEEL LAG BOLT W/ 2-1/2" MIN. EMBEDMENT (E) ROOF FRAMING TYP. 6" M A X UNIRAC COMP SHINGLE ATTACHMENT 14' METER/MSP I OF 3 PV MODULES POWER SOURCE DISCONNECT SCHEDULE DISCONNECT NUMBER 1 OF 3 2 OF 3 3 OF 3 TYPE OF DISCONNECT UTILITY PV RAPID SHUTDOWN DC DISCONNECT INVERTER 2 OF 3 DC DISCONNECT 3 OF 3BATTERY WINDOW 2x6 RA F T E R TYPICA L SOLAR MODULES DESIGNER: TAYLOR BICKFORD NEW PV SYSTEM: 4860 DC / 3800 AC Jose Sandoval 2044 Orange Ave, Santa Ana, CA 92707 APN: 40316211 DATE: 5/21/2024 TIME: 03:26 PM DRAWING TITLE: DRAWING PAGE: SCALE:DESIGNER SIGNATURE: RACKING & FRAMING DETAILS 005 RF1 TYPICAL ROOF ATTACHMENT PLAN ATTACHMENT DETAILFRONT VIEW TYP FRAMING DETAIL JURISDICTION STAMPS: ELEVATION DETAIL BETTER EARTH ELECTRIC INC. 16720 MARQUARDT AVE CERRITOS CERRITOS, CA 90703 PHONE #: (888) 373-9379 LIC #: C10-1024460 INSTALLER NOTES: MAXIMUM HEIGHT OF THE MODULES ABOVE ROOF = 6" 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 2044 S Orange Ave - 101117921 & 201818526/13/2024 Digitally sealed by RJM on Date: Job #:23‐16498 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave Jurupa Valley, CA 92509 Mobile: (909) 566‐0066 Email: SE@mcpe.group 12/5/23 Structural Analysis Report For Photovoltaic System Addition to Existing Structure At The Sandoval Residence 2044 Orange Ave Santa Ana, CA 92707 12/5/23 Designed in Accordance with CBC 2022, ASCE 7‐16 12/5/2023 9:03 AM 1 of 7 ©McPherson Engineering 2044 S Orange Ave - 101117921 & 201818526/13/2024 By: J.R. Date: 12/5/23 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Table Of Contents *Note: This engineering report is limited to the information presented to Engineer via plans, site information, photos, and written correspondence as provided by Client. On‐site structural observations and verification of site conditions are not included herein. Engineering for manufactured products such as photovoltaic modules or racking systems is excluded from this report. Please refer to the manufacturer's specifications, certifications, and pre‐engineered packages for product engineering. Installations of solar modules and related equipment must be performed in accordance with manufacturer recommendations, local codes, local regulations, industry best practices, and applicable safety standards. Owner and/or Contractor shall notify Engineer should any damage, deterioration, or descrepancies between current condition of the structure or otherwise as this letter describes before proceding with construction. This letter applies only to regions of the structure where solar modules will be supported and the supporting elements. 12/5/2023 9:03 AM 2 of 7 ©McPherson Engineering 2044 S Orange Ave - 101117921 & 201818526/13/2024 By: J.R. Date: 12/5/23 Location: 2044 Orange Ave Santa Ana, CA 92707 Existing Structure Info: Number of Stories = 1 Aroof =3400 sq. ft.Roof Square Footage A3rd_flr =0 sq. ft.Third Floor Square Footage (if applicable) A2nd_flr =0 sq. ft.Second Floor Square Footage (if applicable) Site Properties: Lattitude = Longitude = Ss = 1.280 S1 = 0.458 Exposure Category = C Ult. Wind Speed = 130 m.p.h. P.V. Array Info: Model = HANWHA Q.PEAK DUO BLK ML‐G10+405 Height of Panel = 74.00 in. Width of Panel = 41.10 in. Area of Panel = 21.1 ft.2 Number of New Panels = 12 Number of Exis. Panels = 0 Total Area of Array = 253.5 ft.2 Spacing of Anchors =4.0 ft. max. on cente rows of racks per panel =2 Panel Tilt = 7‐27 deg 33.720685 ‐117.865526 Project Info 12/5/2023 9:03 AM 3 of 7 ©McPherson Engineering 2044 S Orange Ave - 101117921 & 201818526/13/2024 By: J.R. Date: 12/5/23 Existing Loads: Roof Design Loads: Roofing = 4.0 p.s.f.Rolled Composition roofing Sheathing = 1.5 p.s.f.1/2" Plywood Framing = 1.5 p.s.f.2x Framing Misc = 1.0 p.s.f. DLr1 =8.0 p.s.f.Roofing Dead Load (applied to top of rafters/trusses only) Ceiling = 2.0 p.s.f.Drywall and framing DLr2 =10.0 p.s.f.Total Existing Roof Dead Load LLr = 20.0 p.s.f.Roof Live Load (Per C.B.C, Table 1607.1) SL = 0.0 p.s.f.Snow Load Floor Design Loads: (if applicable) Flooring = 10.0 p.s.f.Weight of floor finish Sheathing = 2.2 p.s.f.3/4" plywood Framing = 2.0 p.s.f.2x framing or manufactured floor truss Interior Partitions = 15.0 p.s.f.2x framed walls with drywall finish each side Ceiling = 5.0 p.s.f.Drywall ceiling finish below Misc. = 0.8 p.s.f. DLf = 35.0 p.s.f.Total Existing Floor Dead Load Proposed Loads: Panels = 2.8 p.s.f.weight of panels including rack system DLr1_proposed =10.8 p.s.f.Proposed Roof Dead Load (applied to top only) DLr2_proposed =12.8 p.s.f.Total Proposed Roof Dead Load LLr_proposed = 0.0 p.s.f. Check Proposed Gravity Loads: Total Existing Roof Load Wex = (DLr1 + LLr) (Aroof) =95.2 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) =90.8 kips Proposed Load Demand Gravity Loads Roof Live Loads need not be applied to the area covered with by PV panel where the clear space between the panels and the roof sureface is 24in or less, 1607.13.5.1 item 1 Exception Wprop - W ex =‐4.58% TOTAL DECREASE IN GRAVITY LOADS, PANELS OK!Wex 12/5/2023 9:03 AM 4 of 7 ©McPherson Engineering 2044 S Orange Ave - 101117921 & 201818526/13/2024 By: J.R. Date: 12/5/23 Seismic Design Parameters Risk Category = 2 Per Table 1‐5‐1 R = 6.5 Response Modification Factor (Table 12‐2.1) Site Class = D Per 11.4.2 Ie =1 Seismic Importance Factor (Table 1.5‐2) Ss =1.28 Short Period P.G.A. S1 =0.46 1‐Sec Period P.G.A. S.D.C. = D Seismic Design Category Per 11.6 Fa =1.20 Site Coefficient per Table 11.4‐1 ASCE 7‐16 Supplement #1 Tables used for Fa and Fv Fv =1.70 Site Coefficient per Table 11.4‐2 (note: section 11.4.8 Exception #2 calc used) SMS = SDS Fa =1.54 Short Period M.C.E. Per Eq. 11.4‐1 SM1 = SD1 Fv =0.78 1‐Sec Period M.C.E. Per Eq. 11.4‐2 SDS = 2/3 (SMS) =1.02 Short Period Design Parameter Per Eq 11.4‐3 SD1 = 2/3 (SM1) =0.52 1‐Sec Period Design Parameter Per Eq 11.4‐4 Approximate Fundamental Period (Per 12.8.2.1 per Eq. 12.8‐7 hn = 15 ft Ct =0.02 (per table 12.8‐2) x = 0.75 (per table 12.8‐2) T = 0.15 sec Approximate Fundamental Period TL =8 sec Long‐Period Transition Period per Figure 22‐12 Seismic Response Coefficient (Per 12.8.1.1) CS = (SDS Ie)/R = 0.16 Seismic Response Coefficient Per Eq. 12.8‐2 Cs1 = 1.5*(SD1 Ie)/R T = 0.79 Max. Seismic Response Coefficient Per Eq. 12.8‐3 if T ≤ TL Cs2 =0.01 Min. Seismic Response Coefficient Per Eq. 12.8‐5 Cs2 = 0.044 SDS Ie =0.05 Min. Seismic Response Coefficient Per Eq. 12.8‐5 Cs3 = 0.5 S1 Ie/R =0.04 Min. Seismic Response Coefficient Per Eq. 12.8‐6 if S 1 ≥ 0.6g CS =0.16 Design Seismic Coefficient Check Additional Base Shea Wexisting =34.0 kips Weight of Existing Structure Wpanels =0.7 kips Weight of Proposed Panels Vexisting = Cs W existing =5.4 kips Roof Level Shear of Existing Structure Vpanels = Cs W panels =0.1 kips Additional Roof Level Shear of Proposed Panels Vpanels Vexisting Lateral Loads T = Ct (hn)x = 2.08% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! 12/5/2023 9:03 AM 5 of 7 ©McPherson Engineering 2044 S Orange Ave - 101117921 & 201818526/13/2024 By: J.R. Date: 12/5/23 Rooftop Solar Panels Wind Pressures (Section 29.4, ASCE 7‐16) Vult =130 mph Kzt =1.00 (sec 26.8.2)h = 15 ft Exposure Category = C Kz = 0.85 (sec 26.10.1) Roof Zone = 2 Kd =0.85 (sec 26.6) Roof θ = 7‐27 deg Ke =1.00 (sec 26.9) qh = 0.00256 Kz Kzt Kd Ke V2 qh =31.26 (eq. 26.10‐1) GPp =‐2 uplift γE =1.5 (sec 29.4.4) γa =0.76 (fig 29.4‐8) γE =1.5 FIG 29.4‐7)γc =0.97 (fig 29.4‐7)hpt =0 γa =0.76 (fig 29.4‐8)γp =0.9 (fig 29.4‐7)ω =0.00 deg (panel tilt) GPp =‐2 uplift GCrm =1.4 uplift p = qh (GPp) γE γa (eq 29.4‐7)p = qh (GCrn) γE γC γp (eq 29.4‐6) p =‐71.6 p.s.f.p =57.3 p.s.f. Check Anchorage to Existing Structur 0.6DL ‐ 0.6W controlling load combination (eq. 16‐15 for ASD) DL = 2.8 p.s.f.dead load of panel (inlcuding rack system) W = 71.6 p.s.f.wind load normal to face of panel Arealag =12.3 sq. ft.area tributary to each anchor SPanc =4.0 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) =509.2 lbs total uplift on anchor Material = DFL lumber anchor material Dialag =5/16 in.diameter of screw Penlag = 2.5 in.min. penetration to existing framing W lag =266 lb/in.withdrawal load per in. of penetration per NDS Table 11.2A CD = 1.6 load duration factor for wind per NDS Table 2.3.2 Ct = 0.8 temperature factor per NDS Table 2.3.3 Noscrews =2 number of screws in withdrawal Pallow = Penlag (Wlag CD Ct) * Noscrews =1702.4 lbs total allowable withrawal on anchor Puplift Pallow Anchorage =USE (2) 5/16IN. DIA. LAG SCREW(S) AT 4FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Wind Uplift Anchorage Flush Mounted Panels ‐ ASCE Section 29.4.4 (where applicable) Flat Roof Panels ‐ ASCE Section 29.4.3 (where applicable) =0.30 < 1.00 Anchor is OK! 12/5/2023 9:03 AM 6 of 7 ©McPherson Engineering 2044 S Orange Ave - 101117921 & 201818526/13/2024 By: J.R. Date: 12/5/23 Gravity Loads: DEMAND DECREASED BY 4.58% = OK! Lateral Loads: DEMAND INCREASED BY 2.08% < 10% = OK! Anchorage: DEMAND OF 509.2LB. < CAPACITY OF 1702.4LB. = OK! USE (2) 5/16IN. DIA. LAG SCREW(S) AT 4FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Summary: STRUCTURE IS ADEQUATE FOR THE PROPOSED PV ARRA ANCHORS ON EAVES/OVERHANGS ARE OK! Summary 12/5/2023 9:03 AM 7 of 7 ©McPherson Engineering 2044 S Orange Ave - 101117921 & 201818526/13/2024 McPherson Engineering Battery/Stud Wall Check By: T.C. PROPERTIES: h max 9ftmax. stud height Wpwrwl 300lbmax weight of baƩery pack SP 16inspacing of studs SEISMIC LOADS: ASCE 7-16 Seismic Ground MoƟon Values Site_Class DSite Class (SecƟon 11.4.2) Ss 1.28Short-period Spectral Response AcceleraƟon S1 0.4581-Sec Period Spectral Response AcceleraƟon Fa 1.2TABLE 11.4-1 Fv 1.7TABLE 11.4-2 SDS 2 3 FaSsSDS 1Short Period Design Spectral AcceleraƟon Parameter (Eq. 11.4-3) SD1 2 3 FvS1SD1 0.51-Sec Period Design Spectral AcceleraƟon Parameter (Eq. 11.4-4) ASCE 7-16 SecƟon 13.6 Mechanical and Electrical Components: ap 1Rp 2.5Ω0 1.5Table 13.6-1 Ip 1SecƟon 13.1.3 z 4.5 4.5h 15 15Wp Wpwrwl 300 lb Fp 0.4 apSDSWp Rp Ip 1 2 z h Fp_max 1.6 SDSIpWpwrwl491.5 lb Fp_min 0.3 SDSIpWpwrwl92.2lb Fp 92.2 lbdesign seismic force STUD LOADING: DLr 10psfroof dead load trib_w 12.50ftmaximum tributary width of framing on wall LLr 20psfroof live load DL 0psffloor dead load LL 0psffloor live load DLw 15psfwall dead load maximum lateral seismic force (2 studs required for mounƟng)wdl_r DLr trib_wSP166.7 lbVmax Fp 2 46.1lb wll_r LLr trib_wSP333.3 lb wdl DL trib_wSP0 wll LL trib_wSP0 wwl DLw 2h max SP360 lbwwl wdlwdl_r526.7 lb(ENERCALC INPUT - STUD CHECK) 12/06/2023 ©McPherson Engineering 1 of 4 2044 S Orange Ave - 101117921 & 201818526/13/2024 McPherson Engineering Battery/Stud Wall Check By: T.C. ATTACHMENT TO WOOD WALL: D 1 4 indiam. of screw Nolags 4number of lags Fp Nolags 23lbwithdrawl force of 4 lag bolts W 258 lb inpounds per inch of thread penetraƟon (Table 12.2A NDS) p 1.5inthr'd length of screw reduce lag shear capacity by for embed. depthZll150lbp D 6Fa W p387 lb Fa Nolags Fp 16.8> 1.0 Zll p 8 DNolags Wp 1.5> 1.0 USE (4) 1/4" LAG BOLTS WITH 1.5" MIN. PENETRATION TO (E) STUDS, combined withdrawal and shear loading condiƟon is OK by inspecƟon UNLOADED EDGE DISTANCE: Lagdiam 1 4 indiam. of screw Dedge 1.5 LagdiamDedge 0.4 inRequired edge distance PER NDS 2018 TABLE 12.5.1E 2 DedgeLagdiam1 inTotal width required Unloaded edge condiƟon based on drywall, plaster, or plywood walls uƟlized for stabilizing weak axis bending on studs USE 2x STUD MINIMUM STUD CONNECTION @ TOP/BOTTOM PLATE: Z 141lbNDS Table 11-N, for 1in Side Member PenetraƟon w/ 16d Common Toe-Nails Ctn 0.83Toe-Nail factor (NDS 11.5.4)Z' Z CtnZ' 117 lb Nonails 2Typical number of nails used for stud to top/boƩom plate Za Z' NonailsZa 234.1 lbShear capacity for (2) 16d common toenails Rstud 16lbReacƟon per enercalc stud check Rstud Za 0.07< 1.0 12/06/2023 ©McPherson Engineering 2 of 4 2044 S Orange Ave - 101117921 & 201818526/13/2024 Wood Column LIC# : KW-06013840, Build:20.23.11.13 McPherson Engineering (c) ENERCALC INC 1983-2023 DESCRIPTION:stud check Project File: wall stud check.ec6 .Code References Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Wood Section Name 2x4Analysis Method : 9Overall Column Height ft Allowable Stress Design ( Used for non-slender calculations )Allow Stress Modification Factors End Fixities Top Fixed, Bottom Fixed Wood Species Douglas Fir - Larch Wood Grade No.2 Fb +900.0 900.0 psi 1,350.0 625.0 180.0 575.0 31.20 psi Fv psi Fb -Ft psi Fc - Prll psi psi Density pcf Fc - Perp E : Modulus of Elasticity . . . 1,600.0 580.0 1,600.0 580.0 Cfu : Flat Use Factor 1.0 Cf or Cv for Tension 0.0 Use Cr : Repetitive ? Kf : Built-up columns 1.0 Exact Width 1.50 in Exact Depth 3.50 in Area 5.250 in^2 Ix 5.359 in^4 Iy 0.9844 in^4 Wood Grading/Manuf.Graded Lumber Wood Member Type Sawn Ct : Temperature Factor 1.0 Cf or Cv for Compression 0.0 1,600.0 Axial Cm : Wet Use Factor 1.0 Cf or Cv for Bending 0.0 x-x Bending y-y Bending ksi No Minimum Basic Fully braced against buckling ABOUT Y-Y Axis Fully braced against buckling ABOUT X-X Axis Column Buckling Condition: .Service loads entered. Load Factors will be applied for calculations.Applied Loads Column self weight included : 10.238 lbs * Dead Load Factor AXIAL LOADS . . . Gravity: Axial Load at 9.0 ft, D = 0.5270, Lr = 0.3330 k BENDING LOADS . . . Battery: Lat. Point Load at 4.50 ft creating Mx-x, E = 0.04610 k .DESIGN SUMMARY PASS PASS Max. Axial+Bending Stress Ratio =0.0 Location of max.above base 0.0 ft Applied Axial 0.0 k Applied Mx 0.0 k-ft Load Combination 0.0 Load Combination 0.0 Bending & Shear Check Results Maximum Shear Stress Ratio = Applied Design Shear 0.0 psi 0.0Allowable Shear psi 0.0 : 1 Bending Compression Tension Location of max.above base 0.0 ft : 1 At maximum location values are . . . Applied My 0.0 k-ft Maximum SERVICE Lateral Load Reactions . . Top along Y-Y 0.02305 k Bottom along Y-Y 0.02305 k Top along X-X 0.0 k Bottom along X-X 0.0 kGoverning NDS Forumla 0.0 Maximum SERVICE Load Lateral Deflections . . . Along Y-Y 0.03527 in at 4.530 ft above base for load combination :E Only Along X-X 0.0 in at 0.0 ft above base Fc : Allowable 0.0 psi Other Factors used to calculate allowable stresses . . . for load combination :n/a . Maximum Axial + Bending Stress Ratios Maximum Shear RatiosCDCLoad Combination Stress Ratio Location Stress Ratio Status LocationPStatus Load Combination Results 0.000 PASS PASS0.0 0.0 0.0 ft0.000 ft0.0 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base@ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top My - End Moments Mx - End Moments D Only 0.537 +D+Lr 0.870 +D+0.750Lr 0.787 +D+0.70E 0.016 0.5370.016 0.036 -0.036 12/06/2023 ©McPherson Engineering 3 of 4 2044 S Orange Ave - 101117921 & 201818526/13/2024 Wood Column LIC# : KW-06013840, Build:20.23.11.13 McPherson Engineering (c) ENERCALC INC 1983-2023 DESCRIPTION:stud check Project File: wall stud check.ec6 k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base@ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top My - End Moments Mx - End Moments +D+0.5250E 0.012 0.5370.012 0.027 -0.027 +0.60D 0.322 +0.60D+0.70E 0.016 0.3220.016 0.036 -0.036 Lr Only 0.333 E Only 0.0230.023 0.052 -0.052 .Maximum Deflections for Load Combinations Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +D+Lr 0.0000 0.000 0.000 ftftinin0.000 +D+0.750Lr 0.0000 0.000 0.000 ftftinin0.000 +D+0.70E 0.0000 0.025 4.530 ftftinin0.000 +D+0.5250E 0.0000 0.019 4.530 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 +0.60D+0.70E 0.0000 0.025 4.530 ftftinin0.000 Lr Only 0.0000 0.000 0.000 ftftinin0.000 E Only 0.0000 0.035 4.530 ftftinin0.000 .Sketches 12/06/2023 ©McPherson Engineering 4 of 4 2044 S Orange Ave - 101117921 & 201818526/13/2024 16720 Ma「qua「dt. Cerritos, CA 90703 (888) 373-9379 110412024 -fo Whom It May Concem: The foIIowing persons a「e hereby authorized to act on behaIf of Beter Ea軸Electric inciuding, but not limited to, Submitting and 「eceIVIng Pe「mits and business licenses. Approved Pe「SOnne=nclude: MaggieMatthews MadisonDarsow Ma「kHe=sund KatherineDeI Carmen MariaOrozco VictoriaGRuiz NikkiF「ancISCO ManueICo「ona Xavie「McKee JessicaHam冊on MikeGomez Val’forres Danie=eDeI Ca「men Diore=aJohnson LisaSchroeder Daniel Roundy, Better Ea軸EIectric inc. 図四四 C-10 1024460 C-10 1024460 Bette「 Ea軸Electric lnc., 16720 Marqua「dt Ave.’Cer「itos, CA 90703 (888) 373-9379言垣⊇@betterearthl宣Q垣[ 2044 S Orange Ave - 101117921 & 201818526/13/2024 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC CHECKLIST SOL-01 CBC 2019 Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required. Project Address: Contractor Company Name: Contractor License Number: YES NO Are the following applicable to the proposed project? 1. Will the PV system layout provide the required three-foot wide clear access pathways per Section 605.11 of the California Fire Code, and is this shown on the roof plan? 2. Will the PV system be installed on a roof having only one roofing layer with no overlays? 3. Will the PV array be flush mounted to the existing roof so that the plane of the modules (panels) are parallel to the plane of the roof? 4. Will the PV system weigh maximum 4 pounds per square feet or less? 5. Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? 6. Will the PV system be installed with a space of 2” minimum to 10” maximum between the underside of modules and the surface of the roof? 7. Will the PV system be installed without using any ballast system or counter-weight system? 8. Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet and is this maximum horizontal spacing shown on the plans? 9. Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch embedment into roof rafters (with pre-drilled holes) and is this minimum embedment shown on the plans? 10. Are ALL the structural pages of the plans stamped and signed by a California licensed professional engineer? (including project specific site plan, PV layout, anchorage spacing, anchorage details and manufacturer’s PV support information.) I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Phone Number: Date: Email Address: Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org Better Earth 1024460 x x x x x x x x x x Mark Hellsund Mark Hellsund 661-470-2108 12/12/2023 Mark.H@Betterearth.solar 2044 Orange Ave, Santa ana, 92707 2044 S Orange Ave - 101117921 & 201818526/13/2024 Date_____________ To Whom it May Concern, I ______________________________ , the owner of the property located at, Property Owner Name ADDRESS:_________________________________________ Signature 11/07/2023 Jose Sandoval 2044 Orange Ave, Santa Ana I Have hired, Better Earth Electric Inc, State Lic #1024460, to install a PV Solar System: Roof mounted solar, 12 panels, 1 inverter, 3.8 KW __________________________________________________________________ __________________________________________________________________ __________________________________________________________________ Kind Regards , ________________________________ , 1 battery 2044 S Orange Ave - 101117921 & 201818526/13/2024 Signature Certificate Reference number: 4KRK4-Y7REA-R5BH9-57VEH Document completed by all parties on: 07 Nov 2023 04:13:51 UTC Page 1 of 1 Signer Timestamp Signature Jose Sandoval Email: patrocinio.rodriguez@icloud.com Recipient Verification: Sent:07 Nov 2023 03:46:16 UTC Viewed:07 Nov 2023 03:50:31 UTC Signed:07 Nov 2023 04:13:51 UTC ✔Email verified 07 Nov 2023 03:50:31 UTC IP address: 107.208.199.190 Location: Santa Ana, United States Signed with PandaDoc PandaDoc is a document workflow and certified eSignature solution trusted by 40,000+ companies worldwide. 2044 S Orange Ave - 101117921 & 201818526/13/2024 1815 E Wilshire Blvd Ste 908/909 Santa Ana, CA 92705 (888) 373-9379 July 14, 2022 To Whom It May Concern: The following persons are hereby authorized to act on behalf of Beter Earth Electric including, but not limited to, submitting and receiving permits and business licenses. Approved Personnel Include: Jeffrey Beck Angel Fernandez Maggie Matthews Victoria Ruiz Arthur Hays Ognjen Cvjeć Katherine Del Carmen Danielle Del Carmen Madison Darsow Catherine Garcia Angelina Argabright Sabrina Hasnaen LaNetra Barnes April Carrier Derrick Nyborg Andrea Mendieta Maria Orozco LoriEllen Burnham Mark Hellsund By: _________________________ ____________________ Daniel Roundy, Better Earth Electric Inc. Date C-10 1024460 Better Earth Electric Inc., 1815 E Wilshire Blvd, Ste 908/909, Santa Ana, CA 92702 (888) 373-9379,info@betterearth.solar C-10 1024460 07/14/2022 2044 S Orange Ave - 101117921 & 201818526/13/2024 ALL-PURPOSE ACKNOWLEDGMENT On __________________ before me, __________________________________________, ) ) personally known to me -- OR -- proved to me on the basis of the oath of _____________________________ -- OR -- proved to me on the basis of satisfactory evidence: _________________________________ Type of ID Presentedto be the individual(s) whose name(s) is (are) subscribed to the within instrument, and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and by proper authority, and that by his/her/their signature(s) on the instrument, the individual(s), or the person(s) or entity upon behalf of which the individual(s) acted, executed the instrument for the purposes and consideration therein stated. Date Notary Name personally appeared ________________________________________________________ Name(s) of Signer(s) DESCRIPTION OF ATTACHED DOCUMENT Title or Type of Document: _______________________________________________________ Document Date: _________________________ Number of Pages (w/ certificate): ___________ Signer(s) Other Than Named Above: _______________________________________________ Capacity(ies) Claimed by Signer(s) Signer’s Name: _______________________ Capacity(ies) Claimed by Signer(s) Signer’s Name: _______________________ q Corporate Officer Title: _____________ q Partner – q Limited q General q Individual q Attorney in Fact q Trustee q Guardian of Conservator q Other: ___________________________ Signer Is Representing: _________________ _____________________________________ q Corporate Officer Title: _____________ q Partner – q Limited q General q Individual q Attorney in Fact q Trustee q Guardian of Conservator q Other: ___________________________ Signer Is Representing: _________________ _____________________________________ State/Commonwealth of _______________________ City County of _______________________ WITNESS my hand and official seal. Notary Public Signature: _________________________ Notary Name:__________________________________ Notary Commission Number:______________________ Notary Commission Expires:______________________ Notarized online using audio-video communication ) Name of Credible Witness ( ) Harris Authorization Letter Daniel Roundy driver_license 2 2 08/16/2025 133272545 Albert Garrett Lee Jr Albert Garrett Lee Jr07/14/2022 TEXAS 07/14/2022 Daniel Roundy 2044 S Orange Ave - 101117921 & 201818526/13/2024 DESIGNER: TAYLOR BICKFORD NEW PV SYSTEM: 4860 DC / 3800 AC Jose Sandoval 2044 S Orange Ave Unit # 2, Santa Ana, CA 92707 APN: 40316211 DATE: 9/10/2024 TIME: 02:37 PM DRAWING TITLE: DRAWING PAGE: SCALE:DESIGNER SIGNATURE: NOTES SHEET 002 NS1 JURISDICTION NOTES ELECTRICAL NOTES CONSTRUCTION NOTES UTILITY NOTES 1.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.ALL OUTDOOR EQUIPMENT SHALL BE RAIN TIGHT WITH MINIMUM NEMA 3R RATING. 3.ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 4.THE SOLAR INSTALLATION SHALL NOT OBSTRUCT ANY PLUMBING OR MECHANICAL VENTS. 5.A LADDER WILL BE IN PLACE FOR INSPECTIONS IN COMPLIANCE WITH OSHA REGULATIONS. 6.MODULE MOUNTING STRUCTURE WILL BE TIED DIRECTLY INTO STRUCTURAL ELEMENTS OF SINGLE FAMILY DWELLING ROOF TRUSSES / RAFTERS OR BEAMS ACCORDING TO MOUNTING STRUCTURE DIRECTIONS. 7.ROOF COVERING PENETRATIONS SHALL BE DESIGNED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH BUILDING CODE AND THE APPROVED MANUFACTURER'S INSTRUCTIONS SUCH THAT THE ROOF COVERINGS SHALL SERVE TO PROTECT THE BUILDING STRUCTURE. 8.CONDUIT, WIRING SYSTEMS, AND RACEWAYS FOR PHOTOVOLTAIC CIRCUITS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE RIDGE, HIP, OR VALLEY. THIS EQUIPMENT SHALL ALSO BE LOCATED AS CLOSE AS POSSIBLE TO AN OUTSIDE WALL TO REDUCE TRIP HAZARDS AND MAXIMIZE VENTILATION OPPORTUNITIES. 9.MODULES MUST HAVE 6" CLEARANCE FROM ALL VENTS AND OBSTRUCTIONS. CODE REFERENCES GENERAL NOTES JURISDICTION STAMPS: 1.PV SOURCE CIRCUIT(S) ARE TO BE SUNLIGHT-RESISTANT PV-WIRE AS PERMITTED BY CEC 690.31(B). 2.ALL DIRECT CURRENT CIRCUITS ARE TO BE INSTALLED IN METAL RACEWAY FROM THE POINT OF PENETRATION OF THE SURFACE OF THE BUILDING OR STRUCTURE TO THE MAIN SERVICE PANEL AS MANDATED BY CEC 690.31(E). 3.WEATHERPROOF J-BOX – NEMA 3R. 4.ROOFTOP CONDUIT SHALL BE A MINIMUM OF 7/8" ABOVE THE ROOF SURFACE. 5.ALL WORK SHALL COMPLY WITH THE 2022 CALIFORNIA ELECTRICAL CODE (C.E.C.) AND ALL OTHER LOCAL CODES AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1.RESIDENTIAL ROOF MOUNTED PHOTOVOLTAIC SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES SPECIFICATIONS AND THE 2022 CALIFORNIA RESIDENTIAL CODE, SECTIONS R314, R909 AND R918, 2022 CALIFORNIA ELECTRICAL CODE AND 2022 CALIFORNIA FIRE CODE. 2.CONTRACTORS SHALL BE PRESENT DURING ALL INSPECTIONS. 3.THE ROOF ACCESS POINT REQUIRING A LADDER SHALL NOT BE LOCATED OVER A WINDOW, DOOR OR LOCATED WHERE IT CONFLICTS WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS [CRC 324.7.1]. 4.A LADDER SHALL BE PROVIDED AND SECURED TO THE STRUCTURE AT THE APPROVED ROOF ACCESS POINT PER NOT "C" ABOVE WITH A CAL OSHA APPROVED DEVICE DURING ALL INSPECTIONS. 5.EXISTING PLUMBING VENTS, SKYLIGHTS, EXHAUST OUTLETS, VENTILATION'S INTAKE AIR OPENINGS SHALL NOT BE COVERED BY THE SOLAR PHOTOVOLTAIC SYSTEM. 6.ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURER'S INSTRUCTIONS. [NEC 690.4(D)] 7.ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED, INCLUDING ALL ROOF MOUNTED TRANSITION BOXES AND SWITCHES. 8.CONTACT THE SERVICING UTILITY BEFORE POWERING ON THE PHOTOVOLTAIC SYSTEM 9.ALL WORK SHALL COMPLY WITH APPLICABLE, LOCAL, MUNICIPAL CODES, AND TO MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. THE PV SOLAR SYSTEM WILL BE INTERCONNECTED AND OPERATED IN PARALLEL WITH THE UTILITY ELECTRICAL GRID PER THE REQUIREMENTS OF THE UTILITY AND APPLICABLE CODES. THE PV SOLAR SYSTEM IS DESIGNED IN COMPLIANCE WITH CEC 690.12 (RAPID SHUTDOWN). BETTER EARTH ELECTRIC INC. 16720 MARQUARDT AVE CERRITOS CERRITOS, CA 90703 PHONE #: (888) 373-9379 LIC #: C10-1024460 INSTALLER NOTES: 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA RESIDENTIAL CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA GREEN CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ENERGY CODE 26 This item has been digitally signed and sealed on Oct 09, 2024 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 BETTER EARTH ELECTRIC INC. 16720 MARQUARDT AVE CERRITOS CERRITOS, CA 90703 PHONE #: (888) 373-9379 LIC #: C10-1024460 DESIGNER: TAYLOR BICKFORD NEW PV SYSTEM: 4860 DC / 3800 AC Jose Sandoval 2044 S Orange Ave Unit # 2, Santa Ana, CA 92707 APN: 40316211 DATE: 9/10/2024 TIME: 02:37 PM DRAWING TITLE: DRAWING PAGE: SCALE:DESIGNER SIGNATURE: COVER SHEET 001 CS TABLE OF CONTENTS PAGE NUMBER: PAGE TITLE: 001 CS COVER SHEET and INDEX 002 NS1 NOTES SHEET 003 SP1 SITE PLAN 004 RP1 ROOF PLAN 005 RF1 RACKING & FRAMING 006 LD1 LINE DIAGRAM & DESIGN TABLES 007 PP1 PLACARDS & PLACARD MAP 008 OM1 OPTIMIZER MAP 009 JH1 JOB HAZARD ANALYSIS 010 EL1 ELEC. LOAD CALCS SS SPECIFICATION PAGES JURISDICTION STAMPS: Jose Sandoval 2044 S Orange Ave Unit # 2, Santa Ana, CA 92707 APN: 40316211 SYSTEM SIZE: 4860 DC SYSTEM SIZE 3800 AC CEC POWER OUTPUT: 4515.6 CEC ADDITIONAL SCOPE OF WORK MAIN PANEL UPGRADE: N/A DERATE MAIN BREAKER: N/A EV CHARGER: N/A ESS: OUTDOORS ON EXTERIOR WALL - (1) SOLAREDGE ENERGY BANK AT 10kWh EACH BATTERY TO BE INSTALLED AT LEAST 3' FROM EDGES, WINDOWS, DOORS, VENTS, GAS, AND OTHER EQUIPMENT. ESS IS NOT SUBJECT TO VEHICLE IMPACT. DISCONNECTS MINIMUM NUMBER OF DISCONNECTS REQUIRED TO TURN OFF POWER SOURCES FEEDING THE HOME 1. UTILITY AC DISCONNECT 2. PV RAPID SHUTDOWN INTEGRATED WITH INVERTER 3. DC DISCONNECT ALL WORK SHALL COMPLY WITH THE MOST CURRENT LOS ANGELES COUNTY FIRE CODE AND ITS SECTIONS. PROJECT SHALL COMPLY WITH THE CURRENT VERSION OF THE LOS ANGELES COUNTY FIRE DEPARTMENT ELECTRICAL POWER SOURCE DISCONNECT PLACARDING SYSTEM. UPSIZE MAIN BREAKER: N/A INSTALLER NOTES: MODULE QTY: MODULE MFG: MODULE TYPE: INVERTER QTY: INVERTER MODEL: OPTIMIZER QTY: 12 OPTIMIZER MFG: SOLAREDGE OPTIMIZER TYPE: S440 RAILING MFG: UNIRAC RAILING TYPE: UNIRAC SM LIGHT RAILING INFORMATION MOUNT FLASHING QTY: MOUNT FLASHING MFG: UNIRAC MOUNT FLASHING TYPE: 26 UNIRAC FLASHLOC - MILL MOUNTING INFORMATION 3800H-US (ENERGY HUB) 12 QCELLS NORTH AMERICA Q.PEAK DUO BLK ML-G10+ 405 EXISTING SOLAR INFORMATION - N/A PROJECT DETAILS INVERTER MFG: 1 SOLAREDGE INVERTER TYPE: RGM MODULE INFORMATION INVERTER INFORMATION POWER OPTIMIZER INFORMATION INVERTER VOLTAGE: 240V BATTERY QTY: BATTERY MFG: BATTERY TYPE: 1 SOLAREDGE ENERGY BANK 10kWh BAT-10K1P ENERGY STORAGE SYSTEM INFORMATION PROPERTY INFORMATION OWNER:Jose Sandoval PHONE:1714-277-6293 EMAIL:patrocinio.rodriguez@icloud.com CONTRACTOR:BETTER EARTH ELECTRIC INC. PHONE:(888) 373-9379 AUTHORITIES HAVING JURISDICTION BUILDING: SANTA ANA (CA) UTILITY: SOUTHERN CALIFORNIA EDISON DESIGN SPECIFICATIONS OCCUPANCY: R-3/U CONSTRUCTION: V-B NAME: RESIDENTIAL SNOW LOAD: 0 PSF WIND EXPOSURE: C WIND SPEED: 130 MPH ROOF SURFACE: 1568 SQ.FT. PV SQ FOOTAGE: 253.5 SQ.FT. PV COVERAGE: 16.17 % WEIGHT OF EQUIPMENT: 572.3 LBS WEIGHT PER ATTACHMENT: 22.01 LBS DISTRIBUTED WEIGHT: 2.26 PSF NO. OF STORIES: 1 FIRE SPRINKLERS: NO LOT INFORMATION APN: 40316211 LOT AREA: 9583 LIVING AREA: 1140 26 This item has been digitally signed and sealed on Oct 09, 2024 The scope of the plans is for the installation of the solar photovoltaic system only and the approval is subject to compliance with all applicable city and state codes and regulations regarding construction. The approval of the plans does not constitute any certification of the accuracy, completeness, or building permit status of the existing buildings and structures as shown. Bldg#: 101121203 Elec#: 20184268 Rev to Bldg#: 101117921 Elec#: 20181852 Approvals: Bldg: J Lo Elec: M Smith 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 MSP INV BSUBDC SITE PLAN N 003 SP1 DESIGNER: TAYLOR BICKFORD NEW PV SYSTEM: 4860 DC / 3800 AC Jose Sandoval 2044 S Orange Ave Unit # 2, Santa Ana, CA 92707 APN: 40316211 DATE: 9/10/2024 TIME: 02:37 PM DRAWING TITLE: DRAWING PAGE: SCALE:DESIGNER SIGNATURE:1" = 17' JURISDICTION STAMPS: NOTES: BETTER EARTH ELECTRIC INC. 16720 MARQUARDT AVE CERRITOS CERRITOS, CA 90703 PHONE #: (888) 373-9379 LIC #: C10-1024460 (E) 200A MAIN SERVICE PANEL (N) SOLAREDGE 3800H-US (ENERGY HUB) RGM INVERTER DRIVEWAY PROPERTY LINE (N) BATTERY ROOF ACCESS POINT PER CRC 2022 (R324.6)(N) 30A DC DISCONNECT (E) 125A SUB PANEL (E) ADU 26 This item has been digitally signed and sealed on Oct 09, 2024 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 MSP INV BSUBDC CONDUIT RUN TO BE DETERMINED IN FIELD DESIGNER: TAYLOR BICKFORD NEW PV SYSTEM: 4860 DC / 3800 AC Jose Sandoval 2044 S Orange Ave Unit # 2, Santa Ana, CA 92707 APN: 40316211 DATE: 9/10/2024 TIME: 02:37 PM DRAWING TITLE: DRAWING PAGE: SCALE:DESIGNER SIGNATURE:1" = 7.3' N ARRAY 1: MODULE QTY:12 TILT: 23° AZIMUTH: 271° MATERIAL: Comp Asphalt Shingles ROOF PLAN 004 RP1 ROOF DETAILS:JURISDICTION STAMPS: FIRE CODE SETBACK BACKUP GATEWAY JB JUNCTION BOX LEGEND: (E)200A MAIN SERVICE PANEL PV METER MSP PV SUB PANELSUB AC DISCONNECT AC COMBINER PANELACL EV CHARGER BATTERY EV B UM UTILITY METER (IF SEPARATED) (N) SOLAREDGE 3800H-US (ENERGY HUB) RGM INVERTERINV DC DISCONNECT BG 3/4" EMT CONDUIT 1 1/4" PVC TRENCH DC AC BETTER EARTH ELECTRIC INC. 16720 MARQUARDT AVE CERRITOS CERRITOS, CA 90703 PHONE #: (888) 373-9379 LIC #: C10-1024460 ARRAY 1 3' 3' 26 This item has been digitally signed and sealed on Oct 09, 2024 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 FLUSH MOUNT SOLAR MODULES ATTACHED TO ROOF SURFACE Comp Asphalt Shingles 48" 2x6 RAFTER @24" O.C. SOLAR MODULES 7/16 X 3/4" NUT, FLANGE UNIRAC STANDARD RAIL 3/8" BOLT(E) ROLLED COMPOSITION (E) ROOF SHEATHING TYP. PLACE SEALANT AROUND LAG BOLT AND UNDER STANDOFF BASE PREDRILLED 3/16" HOLE (1) 5/16" STAINLESS STEEL LAG BOLT W/ 2-1/2" MIN. EMBEDMENT (E) ROOF FRAMING TYP. 6" M A X UNIRAC COMP SHINGLE ATTACHMENT 14' METER/MSP 1 OF 3 PV MODULES POWER SOURCE DISCONNECT SCHEDULE DISCONNECT NUMBER 1 OF 3 2 OF 3 3 OF 3 TYPE OF DISCONNECT UTILITY PV RAPID SHUTDOWN DC DISCONNECT INVERTER 2 OF 3 DC DISCONNECT 3 OF 3 BATTERYSUB PANEL 2x6 RAFTER TYPICAL SOLA R M O D U L E S DESIGNER: TAYLOR BICKFORD NEW PV SYSTEM: 4860 DC / 3800 AC Jose Sandoval 2044 S Orange Ave Unit # 2, Santa Ana, CA 92707 APN: 40316211 DATE: 9/10/2024 TIME: 02:37 PM DRAWING TITLE: DRAWING PAGE: SCALE:DESIGNER SIGNATURE: RACKING & FRAMING DETAILS 005 RF1 TYPICAL ROOF ATTACHMENT PLAN ATTACHMENT DETAILFRONT VIEW TYP FRAMING DETAIL JURISDICTION STAMPS: ELEVATION DETAIL BETTER EARTH ELECTRIC INC. 16720 MARQUARDT AVE CERRITOS CERRITOS, CA 90703 PHONE #: (888) 373-9379 LIC #: C10-1024460 INSTALLER NOTES: MAXIMUM HEIGHT OF THE MODULES ABOVE ROOF = 6" 26 This item has been digitally signed and sealed on Oct 09, 2024 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 (E) 2x STUDS @ 16" O.C. W/ MIN. (2) 16d COMMON TOENAILS TO TOP/BOTTOM PLATE 9' - 0 " M A X . H E I G H T 2x4 BLK'G WHERE REQ'D W/ SIMPSON 'A35' CLIP EA. SIDE (E) SILL PLATE (E) DBL 2x TOP PLATE (N) BATTERY (MAX.WT.: 300#) (4) 1 4" LAG SCREWS W/ 11 2" MIN. EMBED 1" M I N . T Y P . (E) WALLS SHALL HAVE 1 2" PLYWOOD, 1 2" DRYWALL OR 7 8" STUCCO 12'-6" MAX. TRIBUTARY WIDTH OF ROOF & FLOOR ABOVE 2x4 BLK'G WHERE REQ'D W/ SIMPSON 'A35' CLIP EA. SIDE (4) 1 4" LAG SCREWS W/ 11 2" MIN. EMBED (E) 2x4 STUDS @ 16" O.C., TYP. (N) BATTERY (MAX.WT.: 300# (4) 1 4" LAG SCREWS W/ 11 2" MIN. EMBED9' - 0 " M A X . H E I G H T N.T.S. SCALE:TYP. NOTES & SPECS 1N.T.S. SCALE: DETAILS PROJECT LOCATION: McPHERSON ENGINEERING RYAN JAMES McPHERSON, P.E. 9240 LIMONITE AVE, JURUPA VALLEY, CA 92509 (909) 566-0066 SE@MCPE.GROUP E.O.R. SHEET #: SCALE: DATE: PROJECT #: THE SANDOVAL RESIDENCE 2044 S ORANGE AVE UNIT #2, SANTA ANA, CA 92707 10/9/24 N.T.S 24-16498 PROJECT DESCRIPTION: BATTERY WALL MOUNT SHEET DESCRIPTION: S-1 EQUIPMENT WALL MOUNT 2 OPTION 1: HANGER DIRECTLY TO STUD OPTION 2: HANGER INSTALLED BETWEEN STUDS W/ BLKG 26 This item has been digitally signed and sealed on Oct 09, 2024 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 STRING 1: (12x) Qcells North America Q.PEAK DUO BLK ML-G10+ 405 PV MODULES WITH 12 S440 SE POWER OPTIMIZERS 1 JUNCTION BOX - NEMA 3R AS REQUIRED 2 (N) INVERTER SOLAREDGE SE3800H-US (ENERGY HUB) RGM (240V) [SL1] 3+- +- +- +- +- +-1221 = DC AC METER NUMBER: 222013-000656 TO UTILITY GRID OVERHEAD (E) 100A M M (E)200A GROUPEDMETERING CABINET 240/120v 1-PH, 3-W POINT OF INTERCONNECTION LOAD SIDE 705.12(B)(3)(3) (1) (N) SOLAREDGE ENERGY BANK BAT-10K1P 5.0kW, 9.7kWh4 DC DISCONNECT 600V, 30A 4 (N)20A (E)125A SUB PANEL 120/240V NEMA 3R UL LISTED E (E) GROUNDING ELECTRODE (COPPER) GROUND ROD ROOFTOP CONDUIT SHALL BE A MINUMUM OF 7/8" ABOVE THE ROOF SURFACE CONDUCTOR AND CONDUIT SCHEDULE W/ELECTRICAL CALCULATIONS ID CONDUCTOR (CU)CONDUIT CONDUCTORS IN CONDUIT EGC TEMP. CORR. FACTOR CONT. CURRENT MAX. CURRENT (125%)BASE AMP.DERATED AMP. TERM. TEMP. RATING 2 3/4" EMT 2 & (1)G #8 15 18.75 40 36.4 900.91#10 THWN-2, in conduit 1 #10 PV Wire, in open air N/A N/A #6 15 18.75 40 36.4 900.91 #10 THWN-2, in conduit 3/4" EMT 3 & (1)G #8 0.91 16 20 40 38.4 903 4 0.91#10 THWN-2, in conduit 3/4" EMT #8 40 36.4 902 & (1)G 12.5 15.625#10 THWN-2, in conduit DESIGN TEMPERATURES ASHRAE 2% HIGH 30°C 2°C ASHRAE EXTREME LOW INVERTER 1 SPECS SE3800H-US (ENERGY HUB)_RGM AC VOLTAGE 240V GROUND 0.99 MAX OCPD 20A RATED POWER 3800W MAX OUTPUT 16A MAX INPUT 11A MAX INPUT 480V EFFICIENCY 0.99CEC POWERBOX MAX OUTPUT CURRENT OPTIMIZERS IN SERIES NOMINAL STRING VOLTAGE ARRAY OPERATING CURRENT STRING DETAILS STRING CALCULATIONS - INVERTER 1 STRING 1 15A 12 380V 16A SYSTEM SUMMARY ARRAY STC POWER 4860W ARRAY PTC POWER 4515.6W MAX AC CURRENT 16A MAX AC POWER 3800W MODULE SPECS QCELLS NORTH AMERICAQ.PEAK DUO BLK ML-G10+ 405 PMAX 405W PTC 376.3W ISC 11.17A IMP 10.83A VOC 45.34V VMP 37.39V TEMP. COEFF. OF VOC -0.122 POWER OPTIMIZERS RATED INPUT MAX ISC WEIGHTED EFFICIENCY MAX OUTPUT MAX DC SOLAREDGES440 OPTIMIZER 440W 15A 98.6 15A 60V AHJ/UTILITY NOTES: SOLAREDGE INVERTER EQUIPPED WITH RSD PER 690.12 INSTALLER NOTES: DESIGNER: TAYLOR BICKFORD NEW PV SYSTEM: 4860 DC / 3800 AC Jose Sandoval 2044 S Orange Ave Unit # 2, Santa Ana, CA 92707 APN: 40316211 DATE: 9/10/2024 TIME: 02:37 PM DRAWING TITLE: DRAWING PAGE: SCALE:DESIGNER SIGNATURE: LINE DIAGRAM & DESIGN TABLES 006 LD1 JURISDICTION STAMPS: BETTER EARTH ELECTRIC INC. 16720 MARQUARDT AVE CERRITOS CERRITOS, CA 90703 PHONE #: (888) 373-9379 LIC #: C10-1024460 26 This item has been digitally signed and sealed on Oct 09, 2024 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 7/12/2024 City of Santa Ana Engineering building plan review Re: Plan Review Comments Project Address: 2044 Orange Ave, Santa Ana, CA 92707 Dear Plan Reviewer, This letter is intended to address the request for the changes that occurred on our Planset. 1. Updated location of MSP, Inverter, DC disconnect and Battery. If you have any additional questions or concerns, please do not hesitate to reach out to us. Sincerely, Alexis Arellano Jr. PV Designer Permits@betterearth.solar 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 9/11/2024 City of Santa Ana Engineering building plan review Re: Plan Review Comments Project Address: 2044 S orange Ave Unit # 2, Santa Ana, CA 92707 Dear Plan Reviewer, This letter is intended to address the request for the changes that occurred on our Planset. 1. I have updated Project Address to reflect ADU address on our Planset. If you have any additional questions or concerns, please do not hesitate to reach out to us. Sincerely, Alexis Arellano Jr. PV Designer Permits@betterearth.solar 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 Q.PEAK DUO BLK ML-G10+ Q.PEAK DUO BLKML-G10+ SERIES MODEL 385 - 410 Wp | 132 Cells 20.9 % Maximum Module Efficiency PV MODULERELIABILITY SCORECARD 2022TOP P RMER TOP BRAND PV MODULES USA 2022 1 See data sheet on rear for further information. ² APT test conditions according to IEC / TS 62804-1:2015, method A (−1500 V, 96 h) The ideal solution for: Rooftop arrays on residential buildings Qcells is the first solar module manufacturer to pass the most comprehensive quality programme in the industry: The new “Quality Controlled PV” of the independent certification institute TÜV Rheinland. The most thorough testing programme in the industry Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20.9 %. Breaking the 20 % efficiency barrier Innovative all-weather technology Optimal yields, whatever the weather with excellent low-light and temperature behaviour.6 busbar cell technology 12 busbar cell technology High-tech aluminium alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa). Extreme weather rating Inclusive 25-year product warranty and 25-year linear performance warranty1. A reliable investment Long-term yield security with Anti LeTID Technology, Anti PID Technology2 and Hot-Spot Protect. Enduring high performance 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 NA DETAIL A 0.63" (16 mm) 0.33" (8.5 mm)0.96" (24.5 mm) 42.8" (1088 mm) 74.0" (1879 mm) 4 × Mounting slots (DETAIL A) Frame 41.1" (1045 mm) 39.2" (996 mm) 1.26" (32 mm) 8 × Drainage holes 15.6" (395.5 mm) 4 × Grounding points ø 0.18" (4.5 mm) Label ≥49.2" (1250 mm) ≥49.2" (1250 mm) Format 74.0 in × 41.1 in × 1.26 in (including frame) (1879 mm × 1045 mm × 32 mm) Weight 48.5 lbs (22.0 kg) Front Cover 0.13 in (3.2 mm) thermally pre-stressed glass with anti-reflection technology Back Cover Composite film Frame Black anodised aluminium Cell 6 × 22 monocrystalline Q.ANTUM solar half cells Junction box 2.09-3.98 in × 1.26-2.36 in × 0.59-0.71 in (53-101 mm × 32-60 mm × 15-18 mm), IP67, with bypass diodes Cable 4 mm² Solar cable; (+) ≥ 49.2 in (1250 mm), (−) ≥ 49.2 in (1250 mm) Connector Stäubli MC4; IP68 Mechanical Specification Qcells pursues minimizing paper output in consideration of the global environment. Note: Installation instructions must be followed. Contact our technical service for further information on approved installation of this product. Hanwha Q CELLS America Inc. 400 Spectrum Center Drive, Suite 1400, Irvine, CA 92618, USA | TEL +1 949 748 59 96 | EMAIL hqc-inquiry@qcells.com | WEB www.qcells.com Q.PEAK DUO BLK ML-G10+ SERIES Sp e c i f i c a t i o n s s u b j e c t t o t e c h n i c a l c h a n g e s © Q c e l l s Q. P E A K _ D U O _ B L K _ M L - G 1 0 + _ s e r i e s _ 3 8 5 - 4 1 0 _ 2 0 2 3 - 0 1 _ R e v 0 3 _ N A Properties for System Design Maximum System Voltage VSYS [V]1000 (IEC) / 1000 (UL)PV module classification Class II Maximum Series Fuse Rating [A DC]20 Fire Rating based on ANSI / UL 61730 TYPE 2 Max. Design Load, Push / Pull3 [lbs / ft2]75 (3600 Pa) / 55 (2660 Pa)Permitted Module Temperature on Continuous Duty −40 °F up to +185 °F (−40 °C up to +85 °C)Max. Test Load, Push / Pull3 [lbs / ft2]113 (5400 Pa) / 84 (4000 Pa) 3 See Installation Manual UL 61730, CE-compliant, Quality Controlled PV - TÜV Rheinland, IEC 61215:2016, IEC 61730:2016, U.S. Patent No. 9,893,215 (solar cells), Qualifications and Certificates 200 400 600 800 1000 90 100 80 110 10 251520005 86 98 95 80 100 85 Electrical Characteristics TEMPERATURE COEFFICIENTS Temperature Coefficient of ISC α [% / K]+0.04 Temperature Coefficient of VOC β [% / K]−0.27 Temperature Coefficient of PMPP γ [% / K]−0.34 Nominal Module Operating Temperature NMOT [°F]109 ± 5.4 (43 ± 3 °C) POWER CLASS 385 390 395 400 405 410 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC1 (POWER TOLERANCE +5 W / −0 W) Mi n i m u m Power at MPP1 PMPP [W]385 390 395 400 405 410 Short Circuit Current1 ISC [A]11.04 11.07 11.10 11.14 11.17 11.20 Open Circuit Voltage1 VOC [V]45.19 45.23 45.27 45.30 45.34 45.37 Current at MPP IMPP [A]10.59 10.65 10.71 10.77 10.83 10.89 Voltage at MPP VMPP [V]36.36 36.62 36.88 37.13 37.39 37.64 Efficiency1 η [%]≥ 19.6 ≥ 19.9 ≥ 20.1 ≥ 20.4 ≥ 20.6 ≥ 20.9 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT2 Mi n i m u m Power at MPP PMPP [W]288.8 292.6 296.3 300.1 303.8 307.6 Short Circuit Current ISC [A]8.90 8.92 8.95 8.97 9.00 9.03 Open Circuit Voltage VOC [V]42.62 42.65 42.69 42.72 42.76 42.79 Current at MPP IMPP [A]8.35 8.41 8.46 8.51 8.57 8.62 Voltage at MPP VMPP [V]34.59 34.81 35.03 35.25 35.46 35.68 1Measurement tolerances PMPP ± 3 %; ISC; VOC ± 5 % at STC: 1000 W/m2, 25 ± 2 °C, AM 1.5 according to IEC 60904-3 • ²800 W/m2, NMOT, spectrum AM 1.5 RE L A T I V E E F F C I E N C Y [ % ] Qcells PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98 % of nominal power during first year. Thereafter max. 0.5 % degradation per year. At least 93.5 % of nominal power up to 10 years. At least 86 % of nominal power up to 25 years. All data within measurement tolerances. Full warranties in accordance with the warranty terms of the Qcells sales organisation of your respective country. Typical module performance under low irradiance conditions in comparison to STC conditions (25 °C, 1000 W/m2). YEARS IRRADIANCE [W/m²] Qcells Industry standard of p-mono* *Standard terms of guarantee for the 5 PV companies with the highest production capacity in 2021 (February 2021) Certified UL 61730 RE L A T I V E E F F C I E N C Y CO M P A R E D T O N O M I N A L P O W E R [ % ] 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 solaredge.com SolarEdge Home Hub Inverter For North America SE3800H-US / SE6000H-US / SE7600H-US / SE10000H-US / SE11400H-US(1) Optimized battery storage with HD-Wave technology Record- 200% DC oversizing Small, lightweight, and easy to install Modular design, future ready with optional upgrades to: DC- backup Built-in consumption monitoring Direct connection to the SolarEdge Multi-inverter, scalable storage solution Integrated arc fault protection and rapid 2020, per article 690.11 and 690.12 Embedded revenue grade production data, ANSI C12.20 Class 0.5 12-25 YEAR WARR HO M E B A C K U P SolarEdge Home Hub Inverter For North America SE3800H-US / SE6000H-US / SE7600H-US / SE10000H-US / SE11400H-US(1) Applicable to inverters with part number SEXXXXH-USSNBBXX4 SE11400H – XXXXXBXX5 SE3800H-US SE6000H-US SE7600H-US SE10000H-US SE11400H-US Units OUTPUT – AC ON GRID Rated AC Power 3800 @ 240V 3300 @ 208V 6000 @ 240V 5000 @ 208V 7600 10000 W 7600 10000 W Yes OUTPUT – AC BACKUP(3) (4)6000 10300 10300 W 25 43 43 A OUTPUT – SOLAREDGE HOME EV CHARGER AC 40 INPUT – DC (PV AND BATTERY) Ω Sensitivity INPUT – DC (PV) 12000 22000 22800 W (5) @ 240V 16.5 27 31 99 % * Supported with PN SExxxxH-USMMxxxxxx or SExxxxH-USMNxxxxxx. (1)These specifications apply to inverters with part numbers SExxxxH-USSMxxxxx or SExxxxH-USSNxxxxxx and connection unit model number DCD-1PH-US-PxH-F-x. (2)For other regional settings please contact SolarEdge support. (3)Not designed for standalone applications and requires AC for commissioning. Backup functionality is only supported for 240V grid. (4)Rated AC power in Backup Operation is valid for installations with multiple inverters. For a single backup inverter operation, rated AC power in Backup is 90% of the value stated. (5)A higher current source may be used; the inverter will limit its input current to the values stated. 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 SolarEdge Home Hub Inverter For North America SE3800H-US / SE6000H-US / SE7600H-US / SE10000H-US / SE11400H-US(1) Applicable to inverters with part number SEXXXXH-USSNBBXX4 SE11400H – XXXXXBXX5 SE3800H-US SE6000H-US SE7600H-US SE10000H-US SE11400H-US Units OUTPUT – DC (BATTERY) Supported Battery Types SolarEdge Home Battery, LG RESU Prime(6) Number of Batteries per Inverter Up to 3 SolarEdge Home Battery, up to 2 LG RESU Prime Continuous Power(7)7600 10000 W Peak Power(7)7600 10000 W Max Input Current 20 26.5 Adc 2-pole Disconnection Yes SMART ENERGY CAPABILITIES Consumption Metering Built-in(8) Backup & Battery Storage With Backup Interface (purchased separately) for service up to 200A; up to 3 inverters EV Charging Direct connection to SolarEdge Home EV Charger ADDITIONAL FEATURES Supported Communication Interfaces RS485, Ethernet, Cellular(9), Wi-Fi (optional), SolarEdge Home Network (optional) Revenue Grade Metering, ANSI C12.20 Built-in(8) Integrated AC, DC and Communication Connection Unit Yes STANDARD COMPLIANCE INSTALLATION SPECIFICATIONS 1'' maximum / 14-4 AWG 1'' maximum / 14-6 AWG 17.7 x 14.6 x 6.8 / 450 x 370 x 174 21.06 535 21.06x 14.6 x 535 x 370 x 208 in 26 / 11.8 41.7 / 18.9 44.9 / 20.3(10)/ < 25 < 50 ˚F /˚C (6)The part numbers SExxxxH-USxMxxxxx only support the SolarEdge Home Battery. The part numbers SExxxxH-USxNxxxxx support both SolarEdge Home Battery and LG RESU Prime batteries. Requires supporting inverter firmware. (7)Discharge power is limited up to the inverter rated AC power for on-grid and backup applications. (8)For consumption metering current transformers should be ordered separately: SECT-SPL-225A-T-20 or SEACT0750-400NA-20 units per box. Revenue grade metering is only for production metering. (9)Information concerning the Data Plan's terms & conditions is available in the following link: SolarEdge Communication Plan Terms and Conditions.) (10) SE11400H-USxxxBxx5 is the updated PN, though SE11400H-USxxxBxx4 will still be available. All specifications are similar for both models, E the weight and dimensions [HxWxD]; The weight and dimensions of SE11400H-USxxxBxx4 are 17.6 [kg] and 21.06-14.6-7.3 / 535-370-185 [in/mm], accordingly. (11) Full power up to at least 50°C / 122°F; for power de-rating information refer to the Temperature De-Rating Technical Note for North America. solaredge.com SolarEdge is a global leader in smart energy technology. By leveraging world- e PV system. solaredge.com © SolarEdge Technologies, Ltd. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. All other trademarks mentioned herein are trademarks of their respective owners. Date: February 23, 2023 DS-000189-NAM to change without notice. -party sources. This information ket data is accurate or that any such 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 solaredge.com Power Optimizer )RU1RUWK$PHULFD S440 / S500 / S500B / S650B Enabling PV power optimization at the module level Specifically designed to work with SolarEdge residential inverters preventing potential safety issues* Module- and firefighter safety Superior efficiency (99.5%) Mitigates al manufacturing tolerance to partial shading Faster installations with simplified cable Flexible system design for maximum space utilization Compatible with bifacial PV modules PO W E R O P T I M I Z E R 25 YEAR WARR * Functionality subject to inverter model and firmware version © SolarEdge Technologies, Ltd. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. All other trademarks mentioned herein are trademarks of their respective owners. Date: August 21, 2023 DS-000091-ENG. Subject to change without notice. Power Optimizer For Residential Installations S440 / S500 / S500B / S650B S440 S500 S500B S650B UNIT INPUT Rated Input DC Power(1)440 500 650 W Absolute Maximum Input Voltage (Voc)60 125 85 Vdc MPPT Operating Range 8 – 60 12.5 – 105 12.5 - 85 Vdc Maximum Short Circuit Current (Isc) of Connected PV Module 14.5 15 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.6 % Overvoltage Category II OUTPUT DURING OPERATION Maximum Output Current 15 Adc Maximum Output Voltage 60 80 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 ± 0.1 Vdc STANDARD COMPLIANCE(2) EMC FCC Part 15 Class B, IEC61000-6-2, IEC61000-6-3, CISPR11, EN-55011 Safety IEC62109-1 (class II safety), UL1741 Material UL94 V-0, UV Resistant RoHS Yes Fire Safety VDE-AR-E 2100-712:2018-12 INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Dimensions (W x L x H)129 x 155 x 30 129 x 165 x 45 mm Weight 720 790 gr Input Connector MC4(3) Input Wire Length 0.1 m Output Connector MC4 Output Wire Length (+) 2.3, (-) 0.10 m Operating Temperature Range(4)-40 to +85 ˚C Protection Rating IP68 Relative Humidity 0 – 100 % (1)Rated power of the module at STC will not exceed the Power Optimizer Rated Input DC Power. Modules with up to +5% power tolerance are allowed. (2)For details about CE compliance, see Declaration of Conformity – CE. (3)For other connector types please contact SolarEdge. (4)Power de-rating is applied for ambient temperatures above +85°C for S440 and S500, and for ambient temperatures above +75°C for S500B. Refer to the Power Optimizers Temperature De-Rating Technical Note for details. PV System Design Using a SolarEdge Inverter(5 Wave Minimum String Length (Power Optimizers) S440, S500 8 9 16 18 S500B, S650B 6 8 14 Maximum String Length (Power Optimizers)25 20 50 Maximum Continuous Power per String 5700 5625 11,250 12,750 W Maximum Allowed Connected Power per String(6) (In multiple string designs, the maximum is permitted only when the difference in connected power between strings is 2,000W or less) 6800(7)See(6)13,500 15,000 (5)It is not allowed to mix S-series and P-series Power Optimizers in new installations in the same string. 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(' $$" & $#$ "# #$ $ #&" $ $$$ $$#$#'" "" %$ 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 FOR QUESTIONS OR CUSTOMER SERVICE CONTACT: 505-242-6411 | SALES@UNIRAC.COM | WWW.UNIRAC.COM PUB2024JAN01-V1 UL2703AUL2703CONFORMS TOCONFORMS TO • High strength, waterproof attachment. • No more lifting, prying or damaging shingles. • With an outer shield contour- conforming gasket, and pressurized sealant chamber the Triple Seal Technology delivers a 100% waterproof connection. • Simply drive the lag bolt and inject sealant into the port to create a permanent pressure seal. • Faster Installation in just 3 steps; pre-install, secure, and seal. PROTECT THE ROOF LOCK OUT WATER HIGH-SPEED INSTALLATION FLASHLOC™ COMP KIT Available in Dark and Mill WHY FLASHLOC™ COMP? FLASHLOC™ is the ultimate attachment for composition shingle and rolled comp roofs. The all-in-one mount installs fast — no kneeling on hot roofs to install flashing, no prying or cutting shingles, no pulling nails. Simply drive the lag bolt and inject sealant into the base. FLASHLOC’s patented TRIPLE SEAL Technology preserves the roof and protects the penetration with a permanent pressure seal. Don’t just divert water, LOC it out! KITTED WITH • TEN (10) Flashloc Attachments • TEN (10) Lag bolts with sealing washer Inject sealantinto the port to create permanent preassureseal Countour-conforminggasket Triple Seal Technology100% waterproof connection Pressurizedsealant chamber • T-Bolt rail attachment hardware • ONE (1) tube of approved Sealant R BETTER SOLAR STARTS HERE 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 UL2703CONFORMS TOFOR QUESTIONS OR CUSTOMER SERVICE CONTACT: 505-242-6411 | SALES@UNIRAC.COM | WWW.UNIRAC.COM PUB2024JAN01-V1 • Designed for Unirac’s Solarmount rail systems and certified to UL2703A for low- slope AND steep-slope roofs • One-step butyl application for easy install and reliable waterproofing FEATURING SOLARMOUNT • Universal AF mid clamps and end clamps adjust to module heights from 30-46mm in a great looking, easy to install fastener • Pro-series clamps feature hidden fasteners for fantastic aesthetics • Standard clamps feature tight row spacing and various clamps to accommodate module frames up to 51mm in height • Solarmount Standard and Solarmount Light rails profiles for installations across the country, including Puerto Rico • Huge selection of attachments for any roof form comp shingle to tile • Adjustable tilt legs certified to UL2703 to dial in your system just right DIFFERENT CLAMPS FOR DIFFERENT NEEDS OPTIONS FOR ANY APPLICATION SOLARMOUNT WHY SOLARMOUNT? SOLARMOUNT is the professionals’ choice for residential PV mounting applications. Every aspect of the system is designed for an easier, faster installation experience. SOLARMOUNT is a complete solution with universal clamps, tons of attachment options, full system UL 2703 certification, and 25-year warranty. Sleek rails for both light and heavy duty applications, with optional trim, make for a reliable, cost-effective, great looking racking solution. OPTIONALFRONT TRIM Two rail profiles for light and heavy duty applications Components available in Mill and Dark finishes for any aesthetic and any budget SM PRO SERIESMID CLAMPUNIVERSAL MID CLAMP CONCEALED SM END CLAMPUNIVERSAL END CLAMP SOLARMOUNT BUTYL SOLARMOUNT PROFILEAND LIGHT PROFILE R BETTER SOLAR STARTS HERE 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 POWER TO THIS BUILDING ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN CAUTION: MULTIPLE SOURCES OF POWER SERVICE BY QUALIFIED PERSONNEL ONLY N2044 S ORANGE AVE UNIT # 2, SANTA ANA, CA 92707 DESIGNER: TAYLOR BICKFORD NEW PV SYSTEM: 4860 DC / 3800 AC Jose Sandoval 2044 S Orange Ave Unit # 2, Santa Ana, CA 92707 APN: 40316211 DATE: 9/10/2024 TIME: 02:37 PM DRAWING TITLE: DRAWING PAGE: SCALE:DESIGNER SIGNATURE: ROOFTOPPV ARRAY UTILITY METER ANDMAIN SERVICE PANELSUB PANEL YOU ARE HERE PLACARD & PLACARD MAP 007 PP1 LABELING PLAN PROPERTY MAP NOTES: FORMAT 1. WHITE LETTERING ON A RED BACKGROUND 2. MINIMUM 3/8 INCHES LETTER HEIGHT 3. ALL LETTERS SHALL BE CAPITALIZED 4. ARIAL OR SIMILAR FONT (NON-BOLD) 6"X6" DISCONNECT DIRECTORY PLAQUE INSTALL AT MAIN SERVICE PANEL MATERIAL REFLECTIVE, WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT (USE UL-969 AS STANDARD FOR WEATHER RATING). DURABLE ADHESIVE MATERIALS JURISDICTION STAMPS: BETTER EARTH ELECTRIC INC. 16720 MARQUARDT AVE CERRITOS CERRITOS, CA 90703 PHONE #: (888) 373-9379 LIC #: C10-1024460 INSTALLER NOTES: DC DISCONNECT BATTERY INVERTER THIS PANEL IS FED BY MULTIPLE SOURCES (UTILITY & SOLAR)6 [690.64(B)(4)] PLACE LABEL ON ALL EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES 9 [705.12(B)(3)(3)] PLACE THIS LABEL AT P.O.C. TO SERVICE DISTRIBUTION EQUIPMENT WARNING! THIS EQUIPMENT FED BY MULTIPLE SOURCES. TOTAL RATING OF ALL OVERCURRRENT DEVICES, EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR [690.14(C)(2)] PLACE ON AC DISCONNECT AC DISCONNECT8AC PHOTOVOLTAIC POWER SOURCE 7 WARNING INVERTER OUTPUT CONNECTION DON'T RELOCATE THIS OVERCURRENT DEVICE PLACE THIS LABEL AT P.O.C. TO SERVICE DISTRIBUTION EQUIPMENT (I.E. MAIN PANEL AND SUBPANEL IF APPLICABLE) WARNING! ELECTRIC SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION 3 [690.13(B)] PLACE THIS LABEL ON ALL DISCONNECTING MEANS WHERE ENERGIZED IN AN OPEN POSITION 1 WARNING: PHOTOVOLTAIC POWER SOURCE [690.31(D)(2)] PLACE ON JUNCTION BOXES AND CONDUIT EVERY 10' RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM4 [690.56(C)(2)] PLACE ON INVERTER AC DISCONNECT AC PHOTOVOLTAIC POWER SOURCE5MAX AC OPERATING CURRENT: AC OPERATING VOLTAGE: MAX VAC240 [690.54] PLACE LABEL AT "INTERACTIVE POINT OF INTERCONNECTION" (AT MAIN SERVICE PANEL AND SUBPANEL IF APPLICABLE) LABELING NOTES: 1.1 LABELING REQUIREMENTS BASED ON THE CALIFORNIA ELECTRICAL CODE, INTERNATIONAL FIRE CODE 605.11, OSHA STANDARD 1910.145, ANSI Z535. 1.2 MATERIAL BASED ON THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 1.3 LABELS TO BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. 1.4 LABELS TO BE A MINIMUM LETTER HEIGHT OF 3/8” AND PERMANENTLY AFFIXED. TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN SOLAR ELECTRIC PV PANELS 10 FOR PV SYSTEMS THAT SHUT DOWN THE ARRAY AND CONDUCTORS LEAVING THE ARRAY: SIGN TO BE LOCATED ON OR NO MORE THAN 3 FT AWAY FROM SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED AND SHALL INDICATE THE LOCATION OF ALL IDENTIFIED RAPID SHUTDOWN SWITCHES IF NOT AT THE SAME LOCATION. [690.56(C)] PV SOLAR BREAKER DO NOT RELOCATE THIS OVERCURRENT DEVICE 11 LABEL LOCATED INSIDE PANEL NEXT TO PV BREAKER 16A DC DISCONNECT DC PHOTOVOLTAIC POWER SOURCE 2 MAXIMUM SYSTEM VOLTAGE: MAXIMUM CIRCUIT CURRENT: [690.53] AT EACH DC DISCONNECT MEANS (INVERTER 1) MAX RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER OR DC-DC CONVERTER (IF INSTALLED) AMPS15 480 VDC 16 AMPS SUB PANEL 5 6JUNCTION BOX METER MAIN SERVICE PANEL1 7 6 8 10 9 INVERTER INTEGRATED DC DISCONNECT 4 2 3 1 WHEN APPLICABLE AC DISCONNECT PRODUCTION METER AC DISCONNECT ROOFTOP ARRAY AC LOAD CENTER 735835835 5 11 WHEN APPLICABLE WHEN APPLICABLE WHEN APPLICABLE WHEN APPLICABLE PRODUCTION METER WHEN APPLICABLE MINIMUM 2-INCH BY 3.5-INCHENGRAVED ALL-WEATHER PLASTIC F.D. - ELECTRICAL BLDG DISCONNECT #1 OF 3 MINIMUM 2-INCH BY 3.5-INCHENGRAVED ALL-WEATHER PLASTIC F.D. - ELECTRICAL BLDG DISCONNECT #2 OF 3 EXTERIOR PLACARDS FOR PLACEMENT OUTSIDE ENCLOSURES SMALL SECONDARY PLACARDS FOR PLACEMENT INSIDEELECTRICAL ENCLOSURES #1 MINIMUM 2-INCH BY 3.5-INCH ENGRAVED ALL-WEATHER PLASTIC F.D. - ELECTRICAL BLDG DISCONNECT #3 OF 3 #2 #3 FIRE DEPARTMENT PLACARDS ENERGY STORAGE SYSTEM DISCONNECT CAUTION THIS PANEL HAS SPLICED FEED- THROUGH CONDUCTORS. LOCATION OF DISCONNECT AT ENERGY STORAGE BACK UP LOAD PANEL. [312.8(A)(3)] PLACE ON MAIN PANEL IF POINT OF INTERCONNECTION IS SUPPLY SIDE CAUTION TRI POWER SOURCE. SECOND SOURCE IS PHOTOVOLTAIC SYSTEM THIRD SOURCE IS ENERGY STORAGE SYSTEM ENERGY STORAGE SYSTEM ON SITE LOCATED WITHIN LINE OF SIGHT PLACE ON MAIN PANEL IF ESS IS IN LINE OF SIGHT ENERGY STORAGE SYSTEM ON SITE LOCATED ON ADJACENT WALL PLACE ON MAIN PANEL IF ESS IS ON ADJACENT WALL ENERGY STORAGE SYSTEM ON SITELOCATED ON OPPOSITE WALL PLACE ON MAIN PANEL IF ESS IS ON OPPOSITE WALL ADDITIONAL PLACARDS FOR ENERGY STORAGE SYSTEM PLACE ON ACCESSIBLE ESS DISCONNECT ONLY 1 REQUIRED [705.12(D)(3)] PLACE ON MAIN PANEL IF PV SYSTEM IS ALSO CONNECTED TO PANEL 26 This item has been digitally signed and sealed on Oct 09, 2024 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 H HAZARD A ANCHOR POINT LEGEND L LADDER E ENTRY / EXIT WORK ANGLE WORK ZONE JOB HAZARD ANALYSIS Use the space below to draft a JHA. Be sure to include all indicators found in the Legend. (E) DRIVEWAY (E) ENTRANCE NEAREST MEDICAL FACILITY: NAME: PHONE: ADDRESS: 1 14" PVC TRENCH DESIGNER: TAYLOR BICKFORD NEW PV SYSTEM: 4860 DC / 3800 AC Jose Sandoval 2044 S Orange Ave Unit # 2, Santa Ana, CA 92707 APN: 40316211 DATE: 9/10/2024 TIME: 02:37 PM DRAWING TITLE: DRAWING PAGE: SCALE:DESIGNER SIGNATURE: JOB HAZARD ANALYSIS 009 JH1 CREW LEAD: CREW: ELECTRICAL ZONE INSTALLER NOTES: BETTER EARTH ELECTRIC INC. 16720 MARQUARDT AVE CERRITOS CERRITOS, CA 90703 PHONE #: (888) 373-9379 LIC #: C10-1024460 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 H HAZARD A ANCHOR POINT LEGEND L LADDER E ENTRY / EXIT WORK ANGLE WORK ZONE JOB HAZARD ANALYSIS Use the space below to draft a JHA. Be sure to include all indicators found in the Legend. (E) DRIVEWAY (E) ENTRANCE NEAREST MEDICAL FACILITY: NAME: PHONE: ADDRESS: 1 14" PVC TRENCH DESIGNER: TAYLOR BICKFORD NEW PV SYSTEM: 4860 DC / 3800 AC Jose Sandoval 2044 S Orange Ave Unit # 2, Santa Ana, CA 92707 APN: 40316211 DATE: 9/10/2024 TIME: 02:37 PM DRAWING TITLE: DRAWING PAGE: SCALE:DESIGNER SIGNATURE: JOB HAZARD ANALYSIS 009 JH1 CREW LEAD: CREW: ELECTRICAL ZONE INSTALLER NOTES: BETTER EARTH ELECTRIC INC. 16720 MARQUARDT AVE CERRITOS CERRITOS, CA 90703 PHONE #: (888) 373-9379 LIC #: C10-1024460 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 Digitally sealed by RJM on Date: Job #: 9/16/24 Structural Analysis Report For Photovoltaic System Addition to Existing Structure At The Sandoval Residence 2044 S Orange Ave Unit #2 Santa Ana, CA 92707 9/16/24 Designed in Accordance with CBC 2022, ASCE 7-16 23-16498 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave Jurupa Valley, CA 92509 Mobile: (909) 566-0066 Email: SE@mcpe.group 09/16/2024 ©McPherson Engineering 1 of 11 26 This item has been digitally signed and sealed on Sep 16, 2024 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 By:F.V. Date:9/16/24 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Battery Mounting 8 Table Of Contents *Note: This engineering report is limited to the information presented to Engineer via plans, site information, photos, and written correspondence as provided by Client. On-site structural observations and verification of site conditions are not included herein. Engineering for manufactured products such as photovoltaic modules or racking systems is excluded from this report. Please refer to the manufacturer's specifications, certifications, and pre-engineered packages for product engineering. Installations of solar modules and related equipment must be performed in accordance with manufacturer recommendations, local codes, local regulations, industry best practices, and applicable safety standards. Owner and/or Contractor shall notify Engineer should any damage, deterioration, or descrepancies between current condition of the structure or otherwise as this letter describes before proceding with construction. This letter applies only to regions of the structure where solar modules will be supported and the supporting elements. 09/16/2024 ©McPherson Engineering 2 of 11 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 By:F.V. Date:9/16/24 Location: 2044 S Orange Ave Unit #2 Santa Ana, CA 92707 Existing Structure Info: Number of Stories =1 Aroof =1500 sq. ft.Roof Square Footage A3rd_flr =0 sq. ft.Third Floor Square Footage (if applicable) A2nd_flr =0 sq. ft.Second Floor Square Footage (if applicable) Site Properties: Lattitude = Longitude = Ss = 1.280 S1 = 0.458 Exposure Category =C Ult. Wind Speed =130 m.p.h. P.V. Array Info: Model = HANWHA Q.PEAK DUO BLK ML-G10+405 Height of Panel =74.00 in. Width of Panel =41.10 in. Area of Panel = 21.1 ft.2 Number of New Panels =12 Number of Exis. Panels =0 Total Area of Array = 253.5 ft.2 Spacing of Anchors =4.0 ft. max. on center rows of racks per panel =2 Panel Tilt =7-27 deg Project Info 33.720685 -117.865526 09/16/2024 ©McPherson Engineering 3 of 11 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 By:F.V. Date:9/16/24 Existing Loads: Roof Design Loads: Roofing = 4.0 p.s.f.Rolled Composition roofing Sheathing =1.5 p.s.f.1/2" Plywood Framing =1.5 p.s.f.2x Framing Misc =1.0 p.s.f. DLr1 =8.0 p.s.f.Roofing Dead Load (applied to top of rafters/trusses only) Ceiling =2.0 p.s.f.Drywall and framing DLr2 =10.0 p.s.f.Total Existing Roof Dead Load LLr = 20.0 p.s.f.Roof Live Load (Per C.B.C, Table 1607.1) SL = 0.0 p.s.f.Snow Load Floor Design Loads: (if applicable) Flooring =10.0 p.s.f.Weight of floor finish Sheathing = 2.2 p.s.f.3/4" plywood Framing =2.0 p.s.f.2x framing or manufactured floor truss Interior Partitions =15.0 p.s.f.2x framed walls with drywall finish each side Ceiling =5.0 p.s.f.Drywall ceiling finish below Misc. = 0.8 p.s.f. DLf = 35.0 p.s.f.Total Existing Floor Dead Load Proposed Loads: Panels =2.8 p.s.f.weight of panels including rack system DLr1_proposed =10.8 p.s.f.Proposed Roof Dead Load (applied to top only) DLr2_proposed =12.8 p.s.f.Total Proposed Roof Dead Load LLr_proposed = 0.0 p.s.f. Check Proposed Gravity Loads: Total Existing Roof Load Wex = (DLr1 + LLr) (Aroof) =42.0 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) =37.6 kips Proposed Load Demand Gravity Loads Roof Live Loads need not be applied to the area covered with by PV panel where the clear space between the panels and the roof sureface is 24in or less, 1607.13.5.1 item 1 Exception Wprop - Wex =-10.38% TOTAL DECREASE IN GRAVITY LOADS, PANELS OK! Wex 09/16/2024 ©McPherson Engineering 4 of 11 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 By:F.V. Date:9/16/24 Seismic Design Parameters Risk Category =2 Per Table 1-5-1 R =6.5 Response Modification Factor (Table 12-2.1) Site Class = D Per 11.4.2 Ie =1 Seismic Importance Factor (Table 1.5-2) Ss =1.28 Short Period P.G.A. S1 =0.46 1-Sec Period P.G.A. S.D.C. =D Seismic Design Category Per 11.6 Fa =1.20 Site Coefficient per Table 11.4-1 ASCE 7-16 Supplement #1 Tables used for Fa and Fv Fv =1.70 Site Coefficient per Table 11.4-2 (note: section 11.4.8 Exception #2 calc used) SMS = SDS Fa =1.54 Short Period M.C.E. Per Eq. 11.4-1 SM1 = SD1 Fv =0.78 1-Sec Period M.C.E. Per Eq. 11.4-2 SDS = 2/3 (SMS) =1.02 Short Period Design Parameter Per Eq 11.4-3 SD1 = 2/3 (SM1) =0.52 1-Sec Period Design Parameter Per Eq 11.4-4 Approximate Fundamental Period (Per 12.8.2.1) per Eq. 12.8-7 hn = 15 ft Ct =0.02 (per table 12.8-2) x = 0.75 (per table 12.8-2) T =0.15 sec Approximate Fundamental Period TL =8 sec Long-Period Transition Period per Figure 22-12 Seismic Response Coefficient (Per 12.8.1.1) CS = (SDS Ie)/R = 0.16 Seismic Response Coefficient Per Eq. 12.8-2 Cs1 = 1.5*(SD1 Ie)/R T = 0.79 Max. Seismic Response Coefficient Per Eq. 12.8-3 if T ≤ TL Cs2 =0.01 Min. Seismic Response Coefficient Per Eq. 12.8-5 Cs2 = 0.044 SDS Ie =0.05 Min. Seismic Response Coefficient Per Eq. 12.8-5 Cs3 = 0.5 S1 Ie/R =0.04 Min. Seismic Response Coefficient Per Eq. 12.8-6 if S 1 ≥ 0.6g CS =0.16 Design Seismic Coefficient Check Additional Base Shear Wexisting =15.0 kips Weight of Existing Structure Wpanels =0.7 kips Weight of Proposed Panels Vexisting = Cs Wexisting =2.4 kips Roof Level Shear of Existing Structure Vpanels = Cs W panels =0.1 kips Additional Roof Level Shear of Proposed Panels Vpanels Vexisting Lateral Loads T = Ct (hn)x = 4.72% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! 09/16/2024 ©McPherson Engineering 5 of 11 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 By:F.V. Date:9/16/24 Rooftop Solar Panels Wind Pressures (Section 29.4, ASCE 7-16) Vult =130 mph Kzt =1.00 (sec 26.8.2)h = 15 ft Exposure Category = C Kz = 0.85 (sec 26.10.1) Roof Zone = 2 Kd =0.85 (sec 26.6) Roof θ = 7-27 deg Ke =1.00 (sec 26.9) qh = 0.00256 Kz Kzt Kd Ke V2 qh =31.26 (eq. 26.10-1) GPp =-2 uplift γE =1.5 (sec 29.4.4) γa =0.76 (fig 29.4-8) γE =1.5 FIG 29.4-7)γc =0.97 (fig 29.4-7)hpt =0 γa =0.76 (fig 29.4-8)γp =0.9 (fig 29.4-7)ω =0.00 deg (panel tilt) GPp =-2 uplift GCrm =1.4 uplift p = qh (GPp) γE γa (eq 29.4-7)p = qh (GCrn) γE γC γp (eq 29.4-6) p =-71.6 p.s.f.p =57.3 p.s.f. Check Anchorage to Existing Structure 0.6DL - 0.6W controlling load combination (eq. 16-15 for ASD) DL =2.8 p.s.f.dead load of panel (inlcuding rack system) W = 71.6 p.s.f.wind load normal to face of panel Arealag =12.3 sq. ft.area tributary to each anchor SPanc =4.0 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) =509.2 lbs total uplift on anchor Material =DFL lumber anchor material Dialag =5/16 in.diameter of screw Penlag =2.5 in.min. penetration to existing framing W lag =266 lb/in.withdrawal load per in. of penetration per NDS Table 11.2A CD =1.6 load duration factor for wind per NDS Table 2.3.2 Ct = 0.8 temperature factor per NDS Table 2.3.3 Noscrews =1 number of screws in withdrawal Pallow = Penlag (Wlag CD Ct) * Noscrews =851.2 lbs total allowable withrawal on anchor Puplift Pallow Anchorage =USE (1) 5/16IN. DIA. LAG SCREW(S) AT 4FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Wind Uplift Anchorage Flush Mounted Panels - ASCE Section 29.4.4 (where applicable) Flat Roof Panels - ASCE Section 29.4.3 (where applicable) =0.60 < 1.00 Anchor is OK! 09/16/2024 ©McPherson Engineering 6 of 11 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 By:F.V. Date:9/16/24 Gravity Loads: DEMAND DECREASED BY 10.38% = OK! Lateral Loads: DEMAND INCREASED BY 4.72% < 10% = OK! Anchorage: DEMAND OF 509.2LB. < CAPACITY OF 851.2LB. = OK! USE (1) 5/16IN. DIA. LAG SCREW(S) AT 4FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Summary: STRUCTURE IS ADEQUATE FOR THE PROPOSED PV ARRAY ANCHORS ON EAVES/OVERHANGS ARE OK! Summary 09/16/2024 ©McPherson Engineering 7 of 11 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 McPherson Engineering Battery/Stud Wall Check PROPERTIES: h max 14ftmax. stud height Wpwrwl 300lbmax weight of baƩery pack SP 16inspacing of studs SEISMIC LOADS: ASCE 7-16 Seismic Ground MoƟon Values Site_Class DSite Class (SecƟon 11.4.2) Ss 1.28Short-period Spectral Response AcceleraƟon S1 0.4581-Sec Period Spectral Response AcceleraƟon Fa 1.2TABLE 11.4-1 Fv 1.7TABLE 11.4-2 SDS 2 3 FaSsSDS 1Short Period Design Spectral AcceleraƟon Parameter (Eq. 11.4-3) SD1 2 3 FvS1SD1 0.51-Sec Period Design Spectral AcceleraƟon Parameter (Eq. 11.4-4) ASCE 7-16 SecƟon 13.6 Mechanical and Electrical Components: ap 1Rp 2.5Ω0 1.5Table 13.6-1 Ip 1SecƟon 13.1.3 z 4.5 4.5h 15 15Wp Wpwrwl 300 lb Fp 0.4 apSDSWp Rp Ip 1 2 z h Fp_max 1.6 SDSIpWpwrwl491.5 lb Fp_min 0.3 SDSIpWpwrwl92.2lb Fp 92.2 lbdesign seismic force STUD LOADING: DLr 10psfroof dead load trib_w 12.50ftmaximum tributary width of framing on wall LLr 20psfroof live load DL 0psffloor dead load LL 0psffloor live load DLw 15psfwall dead load maximum lateral seismic force (2 studs required for mounƟng)wdl_r DLr trib_wSP166.7 lbVmax Fp 2 46.1lb wll_r LLr trib_wSP333.3 lb wdl DL trib_wSP0 wll LL trib_wSP0 wwl DLw h max SP280 lbwwl wdlwdl_r446.7 lb(ENERCALC INPUT - STUD CHECK) 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 McPherson Engineering Battery/Stud Wall Check ATTACHMENT TO WOOD WALL: D 1 4 indiam. of screw Nolags 4number of lags Fp Nolags 23lbwithdrawl force of 4 lag bolts W 258 lb inpounds per inch of thread penetraƟon (Table 12.2A NDS) p 1.5inthr'd length of screw reduce lag shear capacity by for embed. depthZll150lbp D 6Fa W p387 lb Fa Nolags Fp 16.8> 1.0 Zll p 8 DNolags Wp 1.5> 1.0 USE (4) 1/4" LAG BOLTS WITH 1.5" MIN. PENETRATION TO (E) STUDS, combined withdrawal and shear loading condiƟon is OK by inspecƟon UNLOADED EDGE DISTANCE: Lagdiam 1 4 indiam. of screw Dedge 1.5 LagdiamDedge 0.4 inRequired edge distance PER NDS 2018 TABLE 12.5.1E 2 DedgeLagdiam1 inTotal width required Unloaded edge condiƟon based on drywall, plaster, or plywood walls uƟlized for stabilizing weak axis bending on studs USE 2x STUD MINIMUM STUD CONNECTION @ TOP/BOTTOM PLATE: Z 141lbNDS Table 11-N, for 1in Side Member PenetraƟon w/ 16d Common Toe-Nails Ctn 0.83Toe-Nail factor (NDS 11.5.4)Z' Z CtnZ' 117 lb Nonails 2Typical number of nails used for stud to top/boƩom plate Za Z' NonailsZa 234.1 lbShear capacity for (2) 16d common toenails Rstud 35lbReacƟon per enercalc stud check Rstud Za 0.15< 1.0 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 Wood Column LIC# : KW-06013840, Build:20.23.08.30 McPherson Engineering (c) ENERCALC INC 1983-2023 DESCRIPTION:stud check Project File: wall stud check_backup_1.ec6 Project Title: Engineer: Project ID: Project Descr:McPherson Engineering .Code References Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combinations Used : IBC 2012 General Information Wood Section Name 2x4Analysis Method : 14Overall Column Height ft Allowable Stress Design ( Used for non-slender calculations )Allow Stress Modification Factors End Fixities Top Fixed, Bottom Fixed Wood Species Douglas Fir - Larch Wood Grade No.2 Fb +900.0 900.0 psi 1,350.0 625.0 180.0 575.0 31.20 psi Fv psi Fb -Ft psi Fc - Prll psi psi Density pcf Fc - Perp E : Modulus of Elasticity . . . 1,600.0 580.0 1,600.0 580.0 Cfu : Flat Use Factor 1.0 Cf or Cv for Tension 1.50 Use Cr : Repetitive ? Kf : Built-up columns 1.0 Exact Width 1.50 in Exact Depth 3.50 in Area 5.250 in^2 Ix 5.359 in^4 Iy 0.9844 in^4 Wood Grading/Manuf.Graded Lumber Wood Member Type Sawn Ct : Temperature Factor 1.0 Cf or Cv for Compression 1.150 1,600.0 Axial Cm : Wet Use Factor 1.0 Cf or Cv for Bending 1.50 x-x Bending y-y Bending ksi No Minimum Basic Fully braced against buckling ABOUT Y-Y Axis Fully braced against buckling ABOUT X-X Axis Column Buckling Condition: .Service loads entered. Load Factors will be applied for calculations.Applied Loads Column self weight included : 15.925 lbs * Dead Load Factor AXIAL LOADS . . . Gravity: Axial Load at 14.0 ft, D = 0.4470, Lr = 0.3330 k BENDING LOADS . . . Battery: Lat. Point Load at 4.50 ft creating Mx-x, E = 0.0460 k .DESIGN SUMMARY PASS PASS Max. Axial+Bending Stress Ratio =0.2327 Location of max.above base 0.0 ft Applied Axial 0.4629 k Applied Mx -0.06672 k-ft Load Combination +D+0.70E Load Combination +D+0.70E Bending & Shear Check Results Maximum Shear Stress Ratio = Applied Design Shear 10.439 psi 180.0Allowable Shear psi 0.03866 : 1 Bending Compression Tension Location of max.above base 4.416 ft : 1 At maximum location values are . . . Applied My 0.0 k-ft Maximum SERVICE Lateral Load Reactions . . Top along Y-Y 0.01120 k Bottom along Y-Y 0.03480 k Top along X-X 0.0 k Bottom along X-X 0.0 kGoverning NDS Forumla Comp + Mxx, NDS Eq. 3.9-3 Maximum SERVICE Load Lateral Deflections . . . Along Y-Y 0.09852 in at 6.013 ft above base for load combination :E Only Along X-X 0.0 in at 0.0 ft above base Fc : Allowable 1,552.50 psi Other Factors used to calculate allowable stresses . . . for load combination :n/a . Maximum Axial + Bending Stress Ratios Maximum Shear RatiosCDCLoad Combination Stress Ratio Location Stress Ratio Status LocationPStatus Load Combination Results D Only 1.000 PASS PASS0.0 0.0 14.0 ft1.000 ft0.05680 +D+Lr 1.000 PASS PASS0.0 0.0 14.0 ft1.000 ft0.09765 +D+0.750Lr 1.000 PASS PASS0.0 0.0 14.0 ft1.000 ft0.08744 +D+0.70E 1.000 PASS PASS0.0 0.03866 4.416 ft1.000 ft0.2327 +D+0.5250E 1.000 PASS PASS0.0 0.0290 4.416 ft1.000 ft0.1753 +0.60D 1.000 PASS PASS0.0 0.0 14.0 ft1.000 ft0.03408 +0.60D+0.70E 1.000 PASS PASS0.0 0.03866 4.416 ft1.000 ft0.2306 . 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024 Wood Column LIC# : KW-06013840, Build:20.23.08.30 McPherson Engineering (c) ENERCALC INC 1983-2023 DESCRIPTION:stud check Project File: wall stud check_backup_1.ec6 Project Title: Engineer: Project ID: Project Descr:McPherson Engineering k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base@ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top My - End Moments Mx - End Moments D Only 0.463 +D+Lr 0.796 +D+0.750Lr 0.713 +D+0.70E 0.008 0.4630.024 0.067 -0.032 +D+0.5250E 0.006 0.4630.018 0.050 -0.024 +0.60D 0.278 +0.60D+0.70E 0.008 0.2780.024 0.067 -0.032 Lr Only 0.333 E Only 0.0110.035 0.095 -0.045 .Maximum Deflections for Load Combinations Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +D+Lr 0.0000 0.000 0.000 ftftinin0.000 +D+0.750Lr 0.0000 0.000 0.000 ftftinin0.000 +D+0.70E 0.0000 0.069 6.013 ftftinin0.000 +D+0.5250E 0.0000 0.052 6.013 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 +0.60D+0.70E 0.0000 0.069 6.013 ftftinin0.000 Lr Only 0.0000 0.000 0.000 ftftinin0.000 E Only 0.0000 0.099 6.013 ftftinin0.000 .Sketches 2044 S Orange Ave & 2044 S Orange Ave Unit# 211/25/2024