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Home My WebLink About1821 E Newport Cir - Plan (2)Job#C24-0548 Roof Top Unit Design Criteria: 1-Code: CALIFORNIA BLDG CODE 2022 2-Wind: 95 MPH, Exposure: C 3- SITE CLASS D - code default, SEISMIC DESIGN CATEGORY D 4- ꞏ Douglas Fir Larch with Max 19% Moisture Content prior to installation of finish Materials. ꞏ 4x Members use No.2 or better ꞏ 6x, 8x members use No.1 or better ꞏ Studs, plates and blocking stud grade or better ꞏ 2x joists and rafters No.2 or better ꞏ Mud sills pressure treated utility grade or betterꞏ 5-Ultimate strength concrete: 2500 PSI (min) 6-Soils Min. Bearing Pressure: 1500 psf per CBC 2022. CH.18. Per approval of Bldg Dept. Soils and Geology: Soils Report by: N/A Notice: Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon, photocopy is void. Contractor/Client to verify existing dimensions/conditions prior to construction. The use of these calculations is solely intended for the above mentioned project. (909) 569-1886 | info@getstructural.com 3000 E. BIRCH STREET, SUITE 201, BREA, CA 92821 1821 Newport Circle Santa Ana, CA 92705 3/27/2025 Commercial Tenant Improvements at: STRUCTURAL CALCULATIONS FOR 1 Design Loads Component Weight (psf) Roof Load Comp Roofing 4.00 Plywood Sheathing -1/2" 1.50 Roof Framing 2.50 Miscellaneous (Lighting, Mechanical, etc.)2 Dead Load = 10.00 (psf) Roof Live Load = 20.00 (psf) Snow Load =0.00 (psf) 2 Wood Beam LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 DESCRIPTION:R.R. Check (Dehumidifier) Project File: Member Check.ec6 Project Title: Engineer: CODE REFERENCES Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.010, Lr = 0.020 ksf, Tributary Width = 2.0 ft, (Roof) Point Load : D = 0.090 k @ 4.0 ft, (dehumidifier) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.685: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 4.000 ft 39.68 psi= = 1,940.63 psi 2-2x4Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 2-2x4 Maximum Shear Stress Ratio 0.176 : 1 7.737 ft= = 1,328.73 psi Maximum Deflection 0 <180 221 Ratio =0 <120 Max Downward Transient Deflection 0.216 in 444Ratio =>=180 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.434 in Ratio =>=120 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 8.0 ft 1 0.502 0.113 0.90 1.500 1.151.00 1.00 0.36 701.8 1,397.3 0.13 162.018.31.00 1.00+D+Lr 1.500 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 8.0 ft 1 0.685 0.176 1.25 1.500 1.151.00 1.00 0.68 1,328.7 1,940.6 0.28 225.039.71.00 1.00+D+0.750Lr 1.500 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 8.0 ft 1 0.604 0.153 1.25 1.500 1.151.00 1.00 0.60 1,172.0 1,940.6 0.24 225.034.31.00 1.00+0.60D 1.500 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 8.0 ft 1 0.170 0.038 1.60 1.500 1.151.00 1.00 0.21 421.1 2,484.0 0.08 288.011.01.00 . 3 Wood Beam LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 DESCRIPTION:R.R. Check (Dehumidifier) Project File: Member Check.ec6 Project Title: Engineer: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.4339 4.029 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.294 0.294 Max Upward from Load Combinations 0.294 0.294 Max Upward from Load Cases 0.160 0.160 D Only 0.134 0.134 +D+Lr 0.294 0.294 +D+0.750Lr 0.254 0.254 +0.60D 0.080 0.080 Lr Only 0.160 0.160 4 General Beam Analysis LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 DESCRIPTION:2x4 w hangering Project File: Member Check.ec6 Project Title: Engineer: General Beam Properties Elastic Modulus ksi29,000.0 100.0Span #1 in^4Area =in^2 Moment of Inertia =Span Length =10.08.0 ft .Service loads entered. Load Factors will be applied for calculations.Applied Loads Uniform Load : D = 0.010, Lr = 0.020 ksf, Tributary Width = 2.0 ft, (roof) Point Load : D = 0.090 k @ 1.50 ft, (Dehumidifier 2 rafters) .DESIGN SUMMARY Maximum Bending = Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 3.720 ft 0.3131 k Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+Lr Maximum Shear = 0.000 ft 0.550 k-ft Maximum Deflection Max Downward Transient Deflection 0.001 in 74921 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 0.002 in 42996 Max Upward Total Deflection 0.000 in 6186299 .Maximum Forces & Stresses for Load Combinations Span # Max Stress Ratios M V Mmax -Mmax +Rm VnxMa - Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length Overall MAXimum Envelope Dsgn. L = 8.00 ft 1 0.55 0.55 0.31 1 0.23 0.23 0.15 1 0.55 0.55 0.31 1 0.47 0.47 0.27 1 0.14 0.14 0.09 Overall Maximum Deflections 1 0.0022 3.960 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.313 0.257 Overall MINimum D Only 0.153 0.097 +D+Lr 0.313 0.257 +D+0.750Lr 0.273 0.217 +0.60D 0.092 0.058 Lr Only 0.160 0.160 5 General Beam Analysis LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 DESCRIPTION:2x4 W/O hangering Project File: Member Check.ec6 Project Title: Engineer: General Beam Properties Elastic Modulus ksi29,000.0 100.0Span #1 in^4Area =in^2 Moment of Inertia =Span Length =10.08.0 ft .Service loads entered. Load Factors will be applied for calculations.Applied Loads Uniform Load : D = 0.010, Lr = 0.020 ksf, Tributary Width = 2.0 ft, (roof) .DESIGN SUMMARY Maximum Bending = Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 4.000 ft 0.240 k Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+Lr Maximum Shear = 0.000 ft 0.480 k-ft Maximum Deflection Max Downward Transient Deflection 0.001 in 74921 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 0.002 in 49947 Max Upward Total Deflection 0.000 in 9440104 .Maximum Forces & Stresses for Load Combinations Span # Max Stress Ratios M V Mmax -Mmax +Rm VnxMa - Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length Overall MAXimum Envelope Dsgn. L = 8.00 ft 1 0.48 0.48 0.24 1 0.16 0.16 0.08 1 0.48 0.48 0.24 1 0.40 0.40 0.20 1 0.10 0.10 0.05 Overall Maximum Deflections 1 0.0019 4.040 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.240 0.240 Overall MINimum D Only 0.080 0.080 +D+Lr 0.240 0.240 +D+0.750Lr 0.200 0.200 +0.60D 0.048 0.048 Lr Only 0.160 0.160 6 Wood Beam LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 DESCRIPTION:Purlin Check (No Units) Project File: Member Check.ec6 Project Title: Engineer: CODE REFERENCES Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-Larch No.1 & Better 1,200.0 1,200.0 1,550.0 625.0 1,800.0 660.0 180.0 800.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Loads on all spans... Point Load : D = 0.160, Lr = 0.320 k, Starting at : 2.0 ft and placed every 2.0 ft thereafter .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.920: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 10.238 ft 67.73 psi= = 1,500.00 psi 4.0 X 14.0Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 4.0 X 14.0 Maximum Shear Stress Ratio 0.301 : 1 20.797 ft= = 1,380.51 psi Maximum Deflection 0 <180 330 Ratio =0 <120 Max Downward Transient Deflection 0.504 in 521Ratio =>=180 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.795 in Ratio =>=120 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCV rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 21.917 ft 1 0.467 0.153 0.90 1.000 1.151.00 1.00 5.50 504.7 1,080.0 0.92 162.024.71.00 1.00+D+Lr 1.000 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 21.917 ft 1 0.920 0.301 1.25 1.000 1.151.00 1.00 15.03 1,380.5 1,500.0 2.53 225.067.71.00 1.00+D+0.750Lr 1.000 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 21.917 ft 1 0.774 0.253 1.25 1.000 1.151.00 1.00 12.65 1,161.5 1,500.0 2.13 225.057.01.00 1.00+0.60D 1.000 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 21.917 ft 1 0.158 0.051 1.60 1.000 1.151.00 1.00 3.30 302.8 1,920.0 0.55 288.014.81.00 . 7 Wood Beam LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 DESCRIPTION:Purlin Check (No Units) Project File: Member Check.ec6 Project Title: Engineer: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.7952 11.038 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 2.524 2.542 Max Upward from Load Combinations 2.524 2.542 Max Upward from Load Cases 1.594 1.606 D Only 0.930 0.936 +D+Lr 2.524 2.542 +D+0.750Lr 2.125 2.141 +0.60D 0.558 0.562 Lr Only 1.594 1.606 8 Wood Beam LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 DESCRIPTION:Purlin Check (Dehumidifier Only) Project File: Member Check.ec6 Project Title: Engineer: CODE REFERENCES Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.1 & Better 1,200.0 1,200.0 1,550.0 625.0 1,800.0 660.0 180.0 800.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Loads on all spans... Point Load : D = 0.160, Lr = 0.320 k, Starting at : 2.0 ft and placed every 2.0 ft thereafter Point Load : D = 0.140 k @ 18.0 ft, (Hangering rafter (2 each side @ 18ft and 20ft)) Point Load : D = 0.140 k @ 20.0 ft, (Hangering rafter (2 each side @ 16ft and 18ft)) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.947: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 11.998 ft 74.23 psi= = 1,500.00 psi 4.0 X 14.0Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 4.0 X 14.0 Maximum Shear Stress Ratio 0.330 : 1 20.797 ft= = 1,419.78 psi Maximum Deflection 0 <180 320 Ratio =0 <120 Max Downward Transient Deflection 0.504 in 521Ratio =>=180 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.820 in Ratio =>=120 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 21.917 ft 1 0.504 0.193 0.90 1.000 1.001.00 1.00 5.93 544.8 1,080.0 1.17 162.031.21.00 1.00+D+Lr 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 21.917 ft 1 0.947 0.330 1.25 1.000 1.001.00 1.00 15.46 1,419.8 1,500.0 2.77 225.074.21.00 1.00+D+0.750Lr 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 21.917 ft 1 0.801 0.282 1.25 1.000 1.001.00 1.00 13.08 1,201.0 1,500.0 2.37 225.063.51.00 1.00+0.60D 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 21.917 ft 1 0.170 0.065 1.60 1.000 1.001.00 1.00 3.56 326.9 1,920.0 0.70 288.018.71.00 . 9 Wood Beam LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 DESCRIPTION:Purlin Check (Dehumidifier Only) Project File: Member Check.ec6 Project Title: Engineer: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.8202 11.038 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 2.561 2.785 Max Upward from Load Combinations 2.561 2.785 Max Upward from Load Cases 1.594 1.606 D Only 0.967 1.179 +D+Lr 2.561 2.785 +D+0.750Lr 2.163 2.383 +0.60D 0.580 0.707 Lr Only 1.594 1.606 10 Wood Beam LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 DESCRIPTION:GLB purlin check 1 Project File: Member Check.ec6 Project Title: Engineer: CODE REFERENCES Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design DF/DF 24F-V4 2,400.0 1,850.0 1,650.0 650.0 1,800.0 950.0 265.0 1,100.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity 1,600.0 ksi 850.0 ksi Ebend- yy Eminbend - yy Ebend- xx ksi Density pcf Load Combination :IBC 2021 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Loads on all spans... Point Load : D = 0.940, Lr = 1.610 k, Starting at : 0.0 ft and placed every 8.0 ft thereafter Point Load : D = 0.30 k @ 14.167 ft, (Condensor) Point Load : D = 0.30 k @ 19.167 ft, (Condensor) Point Load : D = 0.30 k @ 24.167 ft, (Condensor) Point Load : D = 0.30 k @ 29.167 ft, (Condensor) Point Load : D = 0.30 k @ 34.167 ft, (Condensor) Point Load : D = 0.30 k @ 39.167 ft, (Condensor) Point Load : D = 0.230 k @ 8.0 ft, (Purlin w/hangering (1st purlin)) Point Load : D = 0.230 k @ 16.0 ft, (Purlin w/hangering (2nd purlin)) Point Load : D = 0.230 k @ 24.0 ft, (Purlin w/hangering (3rd purlin)) .DESIGN SUMMARY Design N.G. Maximum Bending Stress Ratio 1.134: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 24.027 ft 96.86 psi= = 2,569.09 psi 5.125x24Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 331.25 psi== Section used for this span 5.125x24 Maximum Shear Stress Ratio 0.292 : 1 0.000 ft= = 2,914.10 psi Maximum Deflection 0 <180 121 Ratio =0 <120 Max Downward Transient Deflection 2.544 in 233Ratio =>=180 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 4.874 in Ratio =>=120 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCV rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 49.50 ft 1 0.757 0.192 0.90 0.856 1.001.00 1.00 57.44 1,400.9 1,849.7 3.75 238.545.71.00 See attached Plate reinforcement of purlin 1 on pages 13-14 11 Wood Beam LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 DESCRIPTION:GLB purlin check 1 Project File: Member Check.ec6 Project Title: Engineer: Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCV rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00+D+Lr 0.856 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 49.50 ft 1 1.134 0.292 1.25 0.856 1.001.00 1.00 119.48 2,914.1 2,569.1 7.94 331.396.91.00 1.00+D+0.750Lr 0.856 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 49.50 ft 1 0.987 0.254 1.25 0.856 1.001.00 1.00 103.97 2,535.8 2,569.1 6.89 331.384.11.00 1.00+0.60D 0.856 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 49.50 ft 1 0.256 0.065 1.60 0.856 1.001.00 1.00 34.46 840.5 3,288.4 2.25 424.027.41.00 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 4.8736 24.750 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 10.493 9.847 Max Upward from Load Combinations 10.493 9.847 Max Upward from Load Cases 5.806 5.464 D Only 4.687 4.383 +D+Lr 10.493 9.847 +D+0.750Lr 9.041 8.481 +0.60D 2.812 2.630 Lr Only 5.806 5.464 12 Existing Wood beam with Bottom Steel Plate (Girder 1) Beam Length L =49.5 ft Tributary Width tb =22.5 ft Moment Demand See Enercalc =119.478 lb-ft Load Durantion CD =1.25 Wood Bending Stress fb =2400 psi Steel Yield Stress fy =36 ksi Steel Modulus Elasticity Es =29000 ksi Wood Modulus Elasticity Ew =1800 ksi Ratio =16.1 Wood Beam wdith b =5.125 in Wood Beam depth d =24 in Steel Plate Width bs =5.125 in Steel Plate Thickness t =0.25 in Steel Area As = bst =1.28 in2 Wood Area Aw = bd =123.0 in2 Wood Transform Moment of Inertia =5904 in4 Steel Plate Moment of Inertia =0.007 in4 Centroid =10.51 in Composite Moment of Inertia =8503 in4 =619 in3 =50.2 in3 Wood Moment Capacity =154680 lb-ft OK Steel Moment Capacity =135611 lb-ft OK Deflection =0.327 in Allowable L/180 =3.300 in n =E E I =bd 12 I =b t 12 = A t +d 2 + nA t 2 A + nA I = I + A t +d 2 − y + n I + A y −t 2 S =I d + t − y S =I yn Δ =5wL 384EI M = C f S M = 0.9S f 13 Lag Screw Diameter d =3/4 in Lateral Design Value Z =1060 lbs Adjusted Design Value Z' = CDZ =1325 lbs Number of Screw =32 Number of Screw Rows r =1 Minimum Spacing Req smin = 4d =3 in Shear Flow =26.13714228 lb/in Maximum Spacing per Shear Flow smax = Z'/qb =40.55531353 in Max moment of Wood Beam Me,wood =105332.69 lb-ft Location of Max Wood moment Capacity Lcapst =16.44 ft Plate Start x =15 ft Max Moment Location Lmom =24.027 ft Use =3 in OK Location of Max Wood moment Capacity Lcapend =32.88 ft Plate end x =34 ft Max Moment Location Lmom =24.027 ft Use =3 in OK n =0.9f A Z′ q = wL 2 A y −t 2 I s =L − x n r s =x − L n r 14 Wood Beam LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 DESCRIPTION:GLB purlin check 2 Project File: Member Check.ec6 Project Title: Engineer: CODE REFERENCES Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design DF/DF 24F-V4 2,400.0 1,850.0 1,650.0 650.0 1,800.0 950.0 265.0 1,100.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity 1,600.0 ksi 850.0 ksi Ebend- yy Eminbend - yy Ebend- xx ksi Density pcf Load Combination :IBC 2021 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Loads on all spans... Point Load : D = 0.940, Lr = 1.610 k, Starting at : 0.0 ft and placed every 8.0 ft thereafter Point Load : D = 0.30 k @ 5.50 ft, (Condensor) Point Load : D = 0.30 k @ 10.50 ft, (Condensor) Point Load : D = 0.30 k @ 15.50 ft, (Condensor) Point Load : D = 0.30 k @ 20.670 ft, (Condensor) Point Load : D = 0.30 k @ 25.670 ft, (Condensor) Point Load : D = 0.30 k @ 30.670 ft, (Condensor) .DESIGN SUMMARY Design N.G. Maximum Bending Stress Ratio 1.253: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 24.007 ft 104.28 psi= = 2,547.23 psi 5.125x24Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 331.25 psi== Section used for this span 5.125x24 Maximum Shear Stress Ratio 0.315 : 1 0.000 ft= = 3,191.82 psi Maximum Deflection 0 <180 100 Ratio =0 <120 Max Downward Transient Deflection 3.595 in 179Ratio =<180 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 6.418 in Ratio =<120 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCV rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 53.917 ft 1 0.772 0.200 0.90 0.849 1.001.00 1.00 58.06 1,416.2 1,834.0 3.91 238.547.61.00 1.00+D+Lr 0.849 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 53.917 ft 1 1.253 0.315 1.25 0.849 1.001.00 1.00 130.86 3,191.8 2,547.2 8.55 331.3104.3 15 See attached Plate reinforcement of purlin 2 on pages 17-18 Wood Beam LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 DESCRIPTION:GLB purlin check 2 Project File: Member Check.ec6 Project Title: Engineer: Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCV rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00+D+0.750Lr 0.849 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 53.917 ft 1 1.079 0.272 1.25 0.849 1.001.00 1.00 112.66 2,747.9 2,547.2 7.39 331.390.11.00 1.00+0.60D 0.849 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 53.917 ft 1 0.261 0.067 1.60 0.849 1.001.00 1.00 34.84 849.7 3,260.5 2.34 424.028.61.00 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 6.4176 26.958 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 11.101 8.549 Max Upward from Load Combinations 11.101 8.549 Max Upward from Load Cases 6.253 5.017 D Only 4.847 3.533 +D+Lr 11.101 8.549 +D+0.750Lr 9.537 7.295 +0.60D 2.908 2.120 Lr Only 6.253 5.017 16 Existing Wood beam with Bottom Steel Plate (Girder 2) Beam Length L =53.9167 ft Tributary Width tb =22.5 ft Moment Demand See Enercalc =119.478 lb-ft Load Durantion CD =1.25 Wood Bending Stress fb =2400 psi Steel Yield Stress fy =36 ksi Steel Modulus Elasticity Es =29000 ksi Wood Modulus Elasticity Ew =1800 ksi Ratio =16.1 Wood Beam wdith b =5.125 in Wood Beam depth d =24 in Steel Plate Width bs =5.125 in Steel Plate Thickness t =0.25 in Steel Area As = bst =1.28 in2 Wood Area Aw = bd =123.0 in2 Wood Transform Moment of Inertia =5904 in4 Steel Plate Moment of Inertia =0.007 in4 Centroid =10.51 in Composite Moment of Inertia =8503 in4 =619 in3 =50.2 in3 Wood Moment Capacity =154680 lb-ft OK Steel Moment Capacity =135611 lb-ft OK Deflection =0.460 in Allowable L/180 =3.594 in n =E E I =bd 12 I =b t 12 = A t +d 2 + nA t 2 A + nA I = I + A t +d 2 − y + n I + A y −t 2 S =I d + t − y S =I yn Δ =5wL 384EI M = C f S M = 0.9S f 17 Lag Screw Diameter d =3/4 in Lateral Design Value Z =1060 lbs Adjusted Design Value Z' = CDZ =1325 lbs Number of Screw =32 Number of Screw Rows r =1 Minimum Spacing Req smin = 4d =3 in Shear Flow =28.4692618 lb/in Maximum Spacing per Shear Flow smax = Z'/qb =37.23313964 in Max moment of Wood Beam Me,wood =104436.43 lb-ft Location of Max Wood moment Capacity Lcapst =14.561 ft Plate Start x =14 ft Max Moment Location Lmom =24.007 ft Use =3 in OK Location of Max Wood moment Capacity Lcapend =38.371 ft Plate end x =39 ft Max Moment Location Lmom =24.007 ft Use =5 in OK n =0.9f A Z′ q = wL 2 A y −t 2 I s =L − x n r s =x − L n r 18 Wood Beam LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 DESCRIPTION:GLB purlin check 3 Project File: Member Check.ec6 Project Title: Engineer: CODE REFERENCES Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design DF/DF 24F-V4 2,400.0 1,850.0 1,650.0 650.0 1,800.0 950.0 265.0 1,100.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity 1,600.0 ksi 850.0 ksi Ebend- yy Eminbend - yy Ebend- xx ksi Density pcf Load Combination :IBC 2021 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Loads on all spans... Point Load : D = 0.940, Lr = 1.610 k, Starting at : 0.0 ft and placed every 8.0 ft thereafter Point Load : D = 0.30 k @ 7.0 ft, (Condensor) .DESIGN SUMMARY Design N.G. Maximum Bending Stress Ratio 1.115: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 24.007 ft 97.37 psi= = 2,547.23 psi 5.125x24Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 331.25 psi== Section used for this span 5.125x24 Maximum Shear Stress Ratio 0.294 : 1 48.013 ft= = 2,840.70 psi Maximum Deflection 0 <180 112 Ratio =0 <120 Max Downward Transient Deflection 3.595 in 179Ratio =<180 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 5.754 in Ratio =<120 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCV rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 53.917 ft 1 0.581 0.152 0.90 0.849 1.001.00 1.00 43.67 1,065.1 1,834.0 2.97 238.536.21.00 1.00+D+Lr 0.849 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 53.917 ft 1 1.115 0.294 1.25 0.849 1.001.00 1.00 116.47 2,840.7 2,547.2 7.98 331.397.41.00 1.00+D+0.750Lr 0.849 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 53.917 ft 1 0.941 0.248 1.25 0.849 1.001.00 1.00 98.27 2,396.8 2,547.2 6.73 331.382.11.00 1.00+0.60D 0.849 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 53.917 ft 1 0.196 0.051 1.60 0.849 1.001.00 1.00 26.20 639.1 3,260.5 1.78 424.021.71.00 . 19 Wood Beam LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 DESCRIPTION:GLB purlin check 3 Project File: Member Check.ec6 Project Title: Engineer: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 5.7543 26.958 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 10.165 7.985 Max Upward from Load Combinations 10.165 7.985 Max Upward from Load Cases 6.253 5.017 D Only 3.912 2.968 +D+Lr 10.165 7.985 +D+0.750Lr 8.602 6.730 +0.60D 2.347 1.781 Lr Only 6.253 5.017 20 Existing Wood beam with Bottom Steel Plate (Girder 3) Beam Length L =53.9167 ft Tributary Width tb =22.5 ft Moment Demand See Enercalc =119.478 lb-ft Load Durantion CD =1.25 Wood Bending Stress fb =2400 psi Steel Yield Stress fy =36 ksi Steel Modulus Elasticity Es =29000 ksi Wood Modulus Elasticity Ew =1800 ksi Ratio =16.1 Wood Beam wdith b =5.125 in Wood Beam depth d =24 in Steel Plate Width bs =5.125 in Steel Plate Thickness t =0.25 in Steel Area As = bst =1.28 in2 Wood Area Aw = bd =123.0 in2 Wood Transform Moment of Inertia =5904 in4 Steel Plate Moment of Inertia =0.007 in4 Centroid =10.51 in Composite Moment of Inertia =8503 in4 =619 in3 =50.2 in3 Wood Moment Capacity =154680 lb-ft OK Steel Moment Capacity =135611 lb-ft OK Deflection =0.460 in Allowable L/180 =3.594 in n =E E I =bd 12 I =b t 12 = A t +d 2 + nA t 2 A + nA I = I + A t +d 2 − y + n I + A y −t 2 S =I d + t − y S =I yn Δ =5wL 384EI M = C f S M = 0.9S f 21 Lag Screw Diameter d =3/4 in Lateral Design Value Z =1060 lbs Adjusted Design Value Z' = CDZ =1325 lbs Number of Screw =32 Number of Screw Rows r =1 Minimum Spacing Req smin = 4d =3 in Shear Flow =28.4692618 lb/in Maximum Spacing per Shear Flow smax = Z'/qb =37.23313964 in Max moment of Wood Beam Me,wood =104436.43 lb-ft Location of Max Wood moment Capacity Lcapst =18.497 ft Plate Start x =16 ft Max Moment Location Lmom =24.007 ft Use =3 in OK Location of Max Wood moment Capacity Lcapend =35.42 ft Plate end x =36 ft Max Moment Location Lmom =24.007 ft Use =4 in OK n =0.9f A Z′ q = wL 2 A y −t 2 I s =L − x n r s =x − L n r 22 !"##$ %&'()*+,-.(/'01.,67#68 9 9:#!;<5 >>!6:67!69"66!7?#7@@6!@ #;#?";<"6<67F6>F;!@?#G5 K.)N/&,05 !"6@(J5 QQR" 0&(4V'BN& M&4)(1E01.,6#!6 W XY K Z [;#\;?<< W XY K Z [6;\6<#< "K ] ^ "K ] 6;6! 8K K Y] ;#^ 8K K Y] 6;66?7-.(/'01.,V'BN& M&4)(1E01.,^ K Y Y 6# K ;#^ K 6;;:>> Z;#\;:#7 Z6;\;<>< W ` Y 6# K `;@?> K Y 7 Y" Z\6#!6 " Y Y K Z;#\6>@> $ K" Z#b c <; \6@@ $ K ] Z;#\;?<< " Y Y K Z6;\;?: $ K" Z#b c <; \;@ $ K ] Z6;\;@!: $ K ] Z`\66?7mnlopkfnefgfqrsrdgftjfokpmuhkpkfvgjvopjpwfmnwfmkhkvkefxpjifhvgpmunfjlmfpklvmjlmfhwpnfniglmykefziljnlmyovnfpnv{klvm{gvofhh|}hfghhevijnovmtlgwpmufntgvwkelhkvvj~lkekefjvopjikevglku€pxlmy iglhnloklvmzftvgf{gvoffnlmy~lkenfhlym| Œ Ž ‘’“‘”‘•–—–˜™šš›œšžŸ ¡™Ÿ¢š’š£”‘¤‘’š££š£ 23 !" ! # !" $ # % & ' 24 !"##$ %&'()*+,-.(/'01.,67#68 9 9:#!;<5 >>!6:67!69"66!7?#7@@6!@ #;#?";<"6<67F6#F?66:<G5 K@@T!6T!!T76TR 7:TRR :<TRRR 6;#TRV 6;@T 2%=ALMNWPQR6;"S !#TPQR#<"S !:TPQR<;"S 7<TPQR6;;"S :6TQ U R 6;;TQ U RR 66;TQ U RRR"RV 66<T 2%=ALMWX !";<K 7<T bcade`[cZ[\[fghgY\[i_[d`ebj]`e`[k\_kde_el[bcl[b`]`k`Z[me_^[]k\ebjc[_ab[e`akb_ab[]lec[c^\abn`Z[o^a_cabndkc[eckp`akbp\kd[]]qr][\]]Zk^_cdkbia\lebj[ci\kl`Za]`kk_sa`Z`Z[_kde_t^`Zk\a`juemabnv^\a]cad`akbo[ik\[p\kd[[cabnsa`Zc[]anbq`Ze``Z[tYxueye\c]ojzkde`akbs[o]a`[sa__bk`o[^pce`[c`k]^ppk\`t{x|}~q€abck^`sZjq T ‚ ! U !9 ƒ T 9 „ 9 ‚ U U 8… F " U 9 U T ‚ UT " 9U U 9 T 9 U „T T ‚ 9 T T T „T ‚ 9 U T ‡UT T 9‚U „ U † UU ‚ ˆ T TT U T ˆ T ‚ U ‚ UU U ‚ U ‰ U Š‹Œ Ž ‘ ’ “”•”–—˜˜™š›œšžŸ—š › ˜¡’ ¢ ›¡¡˜¡ 25 Roof Equipment (Condensor Unit) Unit Width b =43.125 in Unit height h =44.5 in Unit Depth d =17.0625 in Unit Weight Wp =288 lbs Seismic Component Amplification Factor ap =1.0 Spectral Acceleration, Short period SDS =1.017 Componet Importance Factor Ip =1.0 Component Response Modification Factor Rp =2.5 Height of attachment z =15 ft Roof Height h =15 ft Weight of Component Wp =288 lbs =0.488 Wp Controls Fp,max =1.6 SDSIpWp =1.63 Wp Fp,min = 0.3SDSIpWp =0.305 Wp Fp =0.488 Wp Seismic Load VE = Fp * Wp =141 lbs Overturn Moment Mo = 0.7Fp * h/2 =2190 lb-in Resisting Moment Mr = 0.6D * d/2 =1474 lb-in Uplift Force =199 lbs Wind F =qz G Cf Af qz =.00256 z Kzt Kd V I Ht. z at the centroid of area Af =15 ft Exposure Categorey Exp =C Exposure coefficient Kz =0.85 Topography factor Kzt =1 Directionality factor Kd =0.85 Wind Speed V =110 mph Importance factor Iw =1.0 qz qz =22.38 psf Gust Effect factor G =0.85 Horizontal Force coeff (GCrh)=1.9 Horizontal Design wind pressure F/Afh =42.5 psf Horizontal Area Af =13.3 ft2 Horizontal Wind Load Fh =567 lbs Verticla Force Coeff (GCrv)=1.5 Vertical Design wind pressure F/Afv =33.6 psf Vertical Area Afv =5.1 psf Uplift Load Fv = 171.539 lbs Overturn Moment Mo = 0.6(Fv*h/2 + Fv*b/2)=1359 lb-in Resisting Moment Mr = 0.6D * b/2 =3726 lb-in Uplift Force =-659 lbs Mr > Mo No Uplift Forces Seimic Design Force F .4a S W 1 2z h R I 26 Roof Condensor Anchor check Horizontal Force Fh =567 lbs (Wind Load) Vertical Force Fv =199 lbs Wood Screw D =0.3125 in Specified Gravity G =0.5 DF Withdrawal W = 1800G3/2D3/4 =266 lb/in Embedment lem =2.5 in Number of Screws n =4 Tension Per screw T =665 lbs Requred Shear per screw Vr = Fh/n =141.8 lbs Tension per screw required Tr = Fv/n =50 lbs Resultant Force =150 lbs Adjusted Latera Design Z'=200 lbs NDS Table 12K OK Resultant Angle =6.7 ° =323 lbs OK α TAN T V ZoN WNp ZN WNp cos α ZNsin α V T 27 DH - 1 Unit Weight Wp =180 lbs Seismic Component Amplification Factor ap =1.0 Spectral Acceleration, Short period SDS =1.017 Componet Importance Factor Ip =1.0 Component Response Modification Factor Rp =2.5 Height of attachment z =20 ft Roof Height h =25 ft Weight of Component Wp =180 lbs =0.423 Wp Controls Fp,max =1.6 SDSIpWp =1.63 Wp Fp,min = 0.3SDSIpWp =0.305 Wp Fp =0.423 Wp Seismic Load VE = 0.7 * Fp * Wp =53 lbs 12 ga Bracing Wire Check Diameter d =0.1875 in Area A= p *d2 4 =0.0276 in2 Yielding stress fy =36 ksi Number of wires n =1 (on each side of Unit, Opposite Directi Allowable Tension T = Afyn / 2 =497 lbs Horizontal AllowedTension TH = T * COS 45 =351 lbs Demand Capacity Ratio DCR = VE / TH =0.15 < 1 [OKAY] Bolt Hangers Vertical Load Wp =180.00 lbs Number of hangers n =4 Load per bolt Ta = Wp / n =45 lbs Bolt Diameter db =0.50 in Area of bolt ab =0.20 in2 Yield Stress fy =36.00 ksi Tensile allowable T = abfyn =3.53 kips Demand Cacacity Ratio DCR = Ta / T =0.01 < 1 OK 5/16" Lag Screw Load per Screw T =45 lbs Lateral Design Z =180 lbs NDS 2018 Table 12K Load Durantion Factor CD =1 Adjusted Lateral Capacity Z' = Z * CD =180 lbs Demand Capacity Ratio DCR = T / Z'=0.25 < 1 OK Seimic Design Force 𝐹.4𝑎𝑆𝑊1 2𝑧 ℎ 𝑅 𝐼 28 DH - 2 Unit Weight Wp =360 lbs Seismic Component Amplification Factor ap =1.0 Spectral Acceleration, Short period SDS =1.017 Componet Importance Factor Ip =1.0 Component Response Modification Factor Rp =2.5 Height of attachment z =20 ft Roof Height h =25 ft Weight of Component Wp =360 lbs =0.423 Wp Controls Fp,max =1.6 SDSIpWp =1.63 Wp Fp,min = 0.3SDSIpWp =0.305 Wp Fp =0.423 Wp Seismic Load VE = 0.7 * Fp * Wp =107 lbs 12 ga Bracing Wire Check Diameter d =0.1875 in Area A= p *d2 4 =0.0276 in2 Yielding stress fy =36 ksi Number of wires n =1 (on each side of Unit, Opposite Directi Allowable Tension T = Afyn / 2 =497 lbs Horizontal AllowedTension TH = T * COS 45 =351 lbs Demand Capacity Ratio DCR = VE / TH =0.30 < 1 [OKAY] Bolt Hangers Vertical Load Wp =360.00 lbs Number of hangers n =4 Load per bolt Ta = Wp / n =90 lbs Bolt Diameter db =0.50 in Area of bolt ab =0.20 in2 Yield Stress fy =36.00 ksi Tensile allowable T = abfyn =3.53 kips Demand Cacacity Ratio DCR = Ta / T =0.03 < 1 OK 5/16" Lag Screw Load per Screw T =90 lbs Lateral Design Z =180 lbs NDS 2018 Table 12K Load Durantion Factor CD =1 Adjusted Lateral Capacity Z' = Z * CD =180 lbs Demand Capacity Ratio DCR = T / Z'=0.50 < 1 OK Seimic Design Force 𝐹.4𝑎𝑆𝑊1 2𝑧 ℎ 𝑅 𝐼 29 Company JOB TITLE Address City, State JOB NO.SHEET NO. Phone CALCULATED BY DATE CHECKED BY DATE Seismic Loads:CBC 2022 Strength Level Forces Risk Category : I Importance Factor (I) : 1.00 Site Class : D - code default Ss (0.2 sec) = 127.10 %g S1 (1.0 sec) = 45.50 %g Fa = 1.200 Sms = 1.525 SDS =1.017 Design Category = E Fv = 1.700 Sm1 = 0.774 SD1 =0.516 Design Category = E Seismic Design Category =E 30 Weight of Coil Unit # of Battery per Mount = Panel Weight =lbs Total Weight, W =lbs Assume 1/4" Thickness Check Concrete Screw Lateral Design Values for Shear Number of Screws Simpson 3/16" Titen Turbo Concrete Screw Shear Capacity per Screw lbs Strength Reduction Factor Shear Capacity per Screw lbs Seismic Load Per Screw N = V = ϕ = V' = V*ϕ= S = W/N =lbs V'=285 lbs >S =101 lbs [OKAY] 2 475 0.6 5/28/2024 CONCRETE SCREW ADEQUACY CHECK FOR SINGLE SHEAR CONNECTIONS 285 100.50 1 201 201 31 Seismic Loading Based on ASCE 7-16 Site Classification:D Seismic Design Category:E Ss = S1 = Sds = Sd1 = Weight of Coil Unit Total # of Batteries =battery Panel Weight =lbs Total Weight, Wt =lbs Seismic Design Force ap = R = Ip = z = h = Fp = 0.4*ap*Sds*Ip (1+2*z/h)(W)/R =W [GOVERNS] Fp ≤ 1.6*Sds*Ip*W =W [OK] Fp ≥ 0.3*Sds*Ip*W =W [OK] Seismic Load, Fp (horiz)=lbs Check Concrete Screw Withdrawal Values for Lateral Loads Number of Screws N =Simpson 3/16" Titen Turbo Concrete Screw Min Embedment E =in Concrete Screw Capacity V =lbs Strength Reduction Facto ϕ = Concrete Screw Reduced Capacity V' =lbs Seismic Load Per Screw S = Fp/N =lbs V =984.8 lbs >S =46 lbs [OKAY] Check Concrete Screw Withdrawal Values for Unit weight Unit Width w =in Moment Demand M =w/2 * Wt =lb*in Bracket length b =in (length between arms and bolt) Total Tension at screw T = M / b =lb Number of Screws N =Simpson 3/16" Titen Turbo Concrete Screw Tension Per Screw St = T/N =lbs V =984.8 lbs >T =95 lbs [OKAY] 5/28/2024 CONCRETE SCREW WITHDRAWAL CHECK FOR LATERAL LOADS DUE TO SEISMIC FORCES 1.271 0.455 201 1 2.5 1.5 62 140 2 46.25 1.75 1515 24.6875 2481.094 13 1.017 0.516 1 201 95.43 190.85 2 0.4602 2.4403 0.4576 92.50 0.65 984.75 32 C- A - 2 0 2 3 © 2 0 2 3 S I M P S O N S T R O N G - T I E C O M P A N Y I N C . 130 Me c h a n i c a l An c h o r s Simpson Strong-Tie® Anchoring, Fastening, Restoration and Strengthening Systems for Concrete and Masonry *See p. 14 for an explanation of the load table icons. Titen Turbo™ Concrete and Masonry Screw Anchor 1 Characteristic Symbol Units Nominal Anchor Diameter (in.) 3/16 1/4 Installation Information Drill Bit Diameter d in.5/32 3/16 Minimum Baseplate Clearance Hole Diameter dc in.1/4 5/16 Minimum Hole Depth hhole in.2 1/4 2 1/4 Embedment Depth hnom in.1 3/4 1 3/4 Effective Embedment Depth hef in.1.25 1.20 Critical Edge Distance cac in.3 3 Minimum Edge Distance cmin in.1 3/4 1 3/4 Minimum Spacing smin in.1 2 Minimum Concrete Thickness hmin in.3 1/4 3 1/4 Additional Data Yield Strength fya psi 100,000 Tensile Strength futa psi 125,000 Minimum Tensile and Shear Stress Area Ase in.2 0.0131 0.0211 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318-19 Chapter 17, ACI 318-14 Chapter 17 or ACI 318-11 Appendix D. IBC * 1 33 C- A - 2 0 2 3 © 2 0 2 3 S I M P S O N S T R O N G - T I E C O M P A N Y I N C . 131 Me c h a n i c a l An c h o r s SD Simpson Strong-Tie® Anchoring, Fastening, Restoration and Strengthening Systems for Concrete and Masonry *See p. 14 for an explanation of the load table icons. Titen Turbo™ Concrete and Masonry Screw Anchor 1 Characteristic Symbol Units Nominal Anchor Diameter (in.) 3/16 1/4 Anchor Category 1, 2 or 3 —1 Embedment Depth hnom in.1 3/4 1 3/4 Steel Strength in Tension Tension Resistance of Steel Nsa lb.1,640 2,640 Strength Reduction Factor — Steel Failure2 φsa —0.65 Concrete Breakout Strength in Tension Effective Embedment Depth hef in.1.25 1.20 Critical Edge Distance cac in.3 3 Effectiveness Factor — Uncracked Concrete kuncr —24 Modification Factor Ψc,N —1.0 Strength Reduction Factor — Concrete Breakout Failure3 φcb —0.65 Pullout Strength in Tension Pullout Resistance Uncracked Concrete (f’c = 2,500 psi)5 Np,uncr lb.1,515 1,515 Strength Reduction Factor — Pullout Failure4 φp —0.65 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318-19 Chapter 17, ACI 318-14 Chapter 17 or ACI 318-11 Appendix D. The tabulated value of φsa applies when the load combinations of Section 1605.1 of the 2021 IBC, Section 1605.2 of the 2018, 2015, 2012, and 2009 IBC, ACI 318-19, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2 are used. If the load combinations of ACI 318-11 Appendix C are used, the appropriate value of φ must be determined in accordance with ACI 318-11 Section D.4.4. The tabulated value of φcb applies when both the load combinations of Section 1605.1 of the 2021 IBC, Section 1605.2 of the 2018, 2015, 2012, and 2009 IBC, ACI 318-19, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2 are used and the requirements of ACI 318-19 Section 17.5.3, ACI 318-14 Section 17.3.3 (c) or ACI 318-11 Section D.4.3, as applicable, for Condition B are met. If the load combinations of ACI 318-11 Appendix C are used, the appropriate value of φ must be determined in accordance with ACI 318-11 Section D.4.4 for Condition B. The tabulated value of φp applies when both the load combinations of Section 1605.1 of the 2021 IBC, Section 1605.2 of the 2018, 2015, 2012, and 2009 IBC, ACI 318-19, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2 are used and the requirements of ACI 318-19 Section 17.5.3, ACI 318-14 Section 17.3.3 (c) or ACI 318-11 Section D.4.3 (c) for Condition B are met. If the load combinations of ACI 318-11 Appendix C are used, the appropriate value of φ must be determined in accordance with ACI 318-11 Section D.4.4 for Condition B. The characteristic pullout resistance for greater compressive strengths may be increased by multiplying the tabular value by (f'c/2500)0.23 for 1/4" screw anchors. No increase in the characteristic pullout resistance for greater compressive strengths is permitted for 3/16" screw anchors. IBC * 1 34 C- A - 2 0 2 3 © 2 0 2 3 S I M P S O N S T R O N G - T I E C O M P A N Y I N C . 132 Me c h a n i c a l An c h o r s Simpson Strong-Tie® Anchoring, Fastening, Restoration and Strengthening Systems for Concrete and Masonry *See p. 14 for an explanation of the load table icons. IBC *Titen Turbo Shear Strength Design Data Into Concrete1 Characteristic Symbol Units Nominal Anchor Diameter (in.) 3/16 1/4 Anchor Category 1, 2 or 3 —1 Embedment Depth hnom in.1 3/4 1 3/4 Steel Strength in Shear Shear Resistance of Steel Vsa lb.475 720 Strength Reduction Factor — Steel Failure φsa —0.602 Concrete Breakout Strength in Shear Outside Diameter da in.0.129 0.164 Load Bearing Length of Anchor in Shear le in.1.25 1.20 Strength Reduction Factor — Concrete Breakout Failure φcb —0.703 Concrete Pryout Strength in Shear Coefficient for Pryout Strength kcp —1.0 Strength Reduction Factor — Concrete Pryout Failure φcp —0.703 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318-19 Chapter 17, ACI 318-14 Chapter 17 or ACI 318-11 Appendix D. The tabulated value of φsa applies when the load combinations of Section 1605.1 of the 2021 IBC, Section 1605.2 of the 2018, 2015, 2012, and 2009 IBC, ACI 318-19 and ACI 318-14 Section 5.3, or ACI 318-11 Section 9.2 are used. If the load combinations of ACI 318-11 Appendix C are used, the appropriate value of φ must be determined in accordance with ACI 318-11 Section D.4.4. The tabulated values of φcb and φcp apply when both the load combinations of Section 1605.1 of the 2021 IBC, Section 1605.2 of the 2018, 2015, 2012 and 2009 IBC, ACI 318-19, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2 are used and the requirements of ACI 318-19 Section 17.5.3, ACI 318-14 Section 17.3.3 (c) or ACI 318-11 Section D.4.3, as applicable, for Condition B are met. If the load combinations of ACI 318-11 Appendix C are used, the appropriate value of φ must be determined in accordance with ACI 318-11 Section D.4.4 for Condition B. Concretedust screw anchor Torque channel Serratedthreads Patented Torque Reduction Channel Displaces Dust for Trouble-Free Installation Torque Reduction Channel to trap drilling dust where it can’t obstruct thread action. Titen Turbo™ Concrete and Masonry Screw Anchor 1 35 C- A - 2 0 2 3 © 2 0 2 3 S I M P S O N S T R O N G - T I E C O M P A N Y I N C . 133 Me c h a n i c a l An c h o r s Simpson Strong-Tie® Anchoring, Fastening, Restoration and Strengthening Systems for Concrete and Masonry *See p. 14 for an explanation of the load table icons. Titen Turbo™ Concrete and Masonry Screw Anchor 1,2,3 Anchor Diameter (in.) Embedment Depth (in.) Minimum Dimensions (in.)Allowable Load (lb.)4SpacingEdgeEnd 3/16 1 1/4 3 3 7/8 3 7/8 117 1/4 1 1/4 4 3 7/8 3 7/8 117 1. The tabulates values are for screw anchors installed in minimum 8"-wide hollow masonry walls having reached a minimum f'm of 1,500 psi at time of installation. Embedment is the thickness of the face shell. Screw anchors may be installed at any location in the wall face provided the minimum edge and end distances are maintained. Allowable loads are based on a safety factor of 5.0 for installations under the IBC and IRC. *IBC Allowable Shear Load for Titen Turbo Screw Anchor Installed in Hollow CMU Wall Faces1,2,3 Anchor Diameter (in.) Embedment Depth (in.) Minimum Dimensions (in.)Direction of Loading Allowable Load (lb.)4 Spacing Edge End 3/16 1 1/4 3 3 7/8 3 7/8 Toward edge, parallel to wall end 164 1/4 1 1/4 4 3 7/8 3 7/8 Toward edge, parallel to wall end 190 1. The tabulates values are for screw anchors installed in minimum 8"-wide hollow masonry walls having reached a minimum f'm of 1,500 psi at time of installation. Embedment is the thickness of the face shell. Screw anchors may be installed at any location in the wall face provided the minimum edge and end distances are maintained. Allowable loads are based on a safety factor of 5.0 for installations under the IBC and IRC. *IBC Allowable Tension Load for Titen Turbo Screw Anchor Installed in Face of Grouted CMU1,2,3 Anchor Diameter (in.) Embedment Depth (in.) Minimum Dimensions (in.)Allowable Load (lb.)4 Spacing Edge End 3/16 2 3 3 7/8 3 7/8 267 3/16 2 3 1 1⁄2 3 7/8 267 1/4 2 4 3 7/8 3 7/8 393 1/4 2 4 1 1⁄2 3 7/8 343 1. The tabulates values are for screw anchors installed in minimum 8"-wide grouted concrete masonry walls having reached a minimum f'm of 1,500 psi at time of installation. Embedment is measured from the masonry surface to the embedded end of the screw anchor. Screw anchors must be installed in grouted cell. The minimum edge and end distances must be maintained. Allowable loads are based on a safety factor of 5.0 for installations under the IBC and IRC. *IBC Allowable Shear Load for Titen Turbo Screw Anchor Installed in Face of Grouted CMU1,2,3 Anchor Diameter (in.) Embedment Depth (in.) Minimum Dimensions(in.)Direction of Loading Allowable Load (lb.)4 Spacing Edge End 3/16 2 3 3 7/8 3 7/8 Toward edge, parallel to wall end 218 3/16 2 3 1 1⁄2 3 7/8 Toward wall end, parallel to wall edge 218 1/4 2 4 3 7/8 3 7/8 Toward edge, parallel to wall end 342 1/4 2 4 1 1⁄2 3 7/8 Toward wall end, parallel to wall edge 283 1. The tabulates values are for screw anchors installed in minimum 8"-wide grouted concrete masonry walls having reached a minimum f'm of 1,500 psi at time of installation. Embedment is measured from the masonry surface to the embedded end of the screw anchor. Screw anchors must be installed in grouted cell. The minimum edge and end distances must be maintained. Allowable loads are based on a safety factor of 5.0 for installations under the IBC and IRC. *IBC 1 36 SHEET NO.TITLE ACS.0 COVER SHEET AFF ABOVE FINISH FLOOR AD ACCESS DOOR AP ACCESS PANEL ACOUSE (ACST)ACOUSTIC A/L ALTERNATE A/C AIR CONDITIONING ALLUM (AL)ALLUMINUM APPD APPROVED APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT AUTO AUTOMATIC BOW BACK OF WALL BATT INSUL BATTEN INSULATION BM BEAM BD, BRD BOARD BLDG BUILDING CAB CABINET CLG CEILING CTR CENTER CL CENTER LINE CC CENTER TO CENTER CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED CT CIRCULAR TILE CIR CIRCULAR CLR CLEAR, COLOR CLO CLOSET COL COLUMN CONC CONCRETE CONN CONSTRUCTION CONT CONTINUOUS CJ CONTROL JOINT CORR CORRIDOR CNTR COUNTER DET (DETI.)DETAIL DIAG DIAGONAL DIA DIAMETER DIM DIMENSION DISP DISPENSER DR DOOR DBL DOUBLE DN DOWN DWR DRAWER DWG DRAWING DF DRINKING FOUNTAIN EA EACH ELEC ELECTRICAL OR ELECTRIC EL, ELEV ELEVATION EMERG EMERGENCY ENCL ENCLOSURE EQUIP (EQPT)EQUIPMENT EQ EQUAL EW EACH WAY EXH EXHAUST EXIST.EXISTING EXT EXTERIOR FOC FACE OF CONCRETE FOF FACE OF FINISH FOS FACE OF STUDS FOW FACE OF WALL FT FEET FIN FINISH FE (FEXT)FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FES FIRE EXTINGUISHER SURFACE MOUNTED FIXT FIXTURE FLR OR FL FLOOR FD FLOOR DRAIN FLOUR FLOURESCENT FR FRAME FURG FURRING GA GAGE OR GUAGE GALV GALVINIZED GI GALVINIZED IRON G GAS GL GLASS GB GRAB BAR GR GRADE GND GROUND GYP GYPSUM GYP BD GYPSUM WALLBOARD GC GENERAL CONTRACTOR HDR HANDRAIL HBD HARDBOARD HDW (HW)HARDWARE HDWD HARDWOOD H/C HANDICAPPED HD HEAD HDR HEADER HTR HEATER HT (HGT)HEIGHT H.P.HIGH POINT HC HOLLOW CORE H.M. HOLLOW METAL HMI HOLLOW METAL INSULATED HORIZ HORIZONTAL HR HOUR IN.INCH I.D. INSIDE DIAMETER IDENT IDENTIFICATION INSUL INSULATION INT (INTR)INTERIOR JAN JANITOR JT JOINT JST JOIST K KEY KL KEY LOCK KP KICK PLATE KIT KITCHEN LAB LABORATORY LAM LAMINATE LAV LAVATORY LT LIGHT LTG LIGHTING LT WT LIGHT WEIGHT LIN LINEAR LONG LONGITUDINAL LP LOW POINT LKR LOCKER LVR LOUVER MACH MACHINE MAINT MAINTENANCE MFR MANUFACTURE MFG MANUFACTURING MSTC MASIC MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MTL METAL MT METAL THRESHOLD MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MLDG MOLDING MTD MOUNTING MUL MULLION N NORTH NIC NOT IN CONTRACT NO. (#)NUMBER NTS NOT TO SCALE OFF.OFFICE OFCI OWNER FURNISHED CONTRACTOR INSTALLED OC ON CENTER OPP OPPOSITE O.H.OVERHEAD O/OVER PR PAIR PNL PANEL PTD PAPER TOWEL DISPENSER PTD/R PAPER TOWEL DISPENSER & RECEPTACLE PTR PAPER TOWEL RECEPTACLE PRTN PARTITION PERF PERFORATED PLAST PLASTER PLAS PLASTIC PL PLATE PLBG PLUMBING PLYWD PLYWOOD PT POINT LBS POUNDS PSF POUND/SQUARE FOOT PSI POUND/SQUARE INCH PRECST PRECAST PREFAB PREFABRICATED PROJ PROJECTION Q.T. QUARRY TILE ¼ RD QUARTER ROUND QTRS QUARTERS RAD RADIUS RECP RECEPTABLE REF REFERENCE REFR REFRIGERATOR REINF REINFORCEMENT REQD REQUIRED REV REVISIONS R RISER RM ROOM RND ROUND RUB RUBBER RB RUBBER BASE SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTICLE SCH SCHEDULE SCD SEAT COVER DISPENSER SECT SECTION SSK SERVICE SINK SHTHG SHEATHING SHT SHEET SHWR SHOWER SIM SIMILAR SD SOAP DISPENSER SC SEPARATE CIRCUIT S.M. SHEET METAL S SOUTH SPKR SPEAKER SPEC SPECIFICATION SQ SQUARE STD STANDARD STA STATION STL STEEL STOR STORAGE STRL STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL TEL TELEPHONE TV TELEVISION TEMP TEMPERATURE TER TERRAZZO THERMO THERMOSTAT THK THICK TH THRESHOLD TOIL TOILET TPD TOILET PAPER DISPENSER TOC TOP OF CONCRETE TC TOP OF CURB TOS TOP OF STEEL TS TUBULAR STEEL TW TOP OF WALL TB TOWEL BAR TRANS TRANSVERSE TYP TYPICAL UL UNDERWRITERS LABORATORIES UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL VERT VERTICAL VEST VESTIBULE VCT VINYL COMP TILE VT VINYL TILE VWC VINYL WALL COVERING WNSCT WAINSCOT WC WATER CLOSET WP WATER PROOF W/R WATER RESISTANT WT WEIGHT WDT WIDTH WDW WINDOW W/ WITH W/O WITHOUT WD WOOD T E N A N T I M P R O V E M E N T O F 1 8 2 1 E .N E W P O R T C I R C L E S A N T A A N A , C A STRUCTURAL ENGINEER GET STRUCTURAL ENGINEERING 3000 E. BIRCH STREET, SUITE 203 BREA, CA 92821 PROJECT SCOPE OF WORK:TENANT IMPROVEMENT OF AN EXISTING 1-STORY COMMERCIAL BUILDING. CONVERSION OF ALL EXISTING RETAIL AREA TO TWO NEW CANNABIS FLOWER ROOMS AND ONE NEW VEG ROOM. ADDRESS:1821 NEWPORT CIRCLE, SANTA ANA, CA 92705 APN:403-071-04 OCCUPANCY TYPE: F-1 (SEE FLOOR PLAN FOR TABULATIONS) TOTAL GROSS FLOOR AREA:10,400 S.F. CONSTRUCTION CONSTRUCTION TYPE:IIIB FIRE SPRINKLERS:NO FIRE ALARM:NO PROPERTY OWNER NAME SANTA ANA VENTURES, INC. ADDRESS:1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 ZONING EXISTING USE:CANNABIS DISPENSARY AND CANNABIS CULTIVATION PROPOSED USE:CANNABIS CULTIVATION. A 1 COLUMN GRID XXX X REVISION CLOUD & DELTA 1 ALIGN FACE OF NEW CONSTRUCTION WITH EXISTING NIC (NOT IN CONTRACT) BUILDING STANDARD DOOR 100.1 DOOR NUMBER, REFER TO DOOR SCHEDULE OFFICE ROOM NAME ROOM NUMBER DETAIL NUMBER SHEET NUMBER ELEVATION NUMBER SHEET NUMBER ENLARGED PLAN AREA TO BE ENLARGED SHEET NUMBER +9'-0" INDICATES CEILING HEIGHT, AFF (E) (N) (R) INDICATES EXISTING ITEM TO REMAIN INDICATES NEW ITEM INDICATES RELOCATED ITEM XXX X CT-3 1 4" Radius Cove INDICATES FINISH CODE, REFERENCE FINISH LEGEND INDICATES SPECIAL INSTRUCTIONS FOR FINISHES5 A.X.X PARKING (NO CHANGE TO PARKING) EXISTING STANDARD PARKING SPACES :14 EXISTING ACCESSIBLE PARKING SPACES: 1 SHEET NUMBER: REVISIONS COVER SHEET SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 CONSULTANT: DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba INTREPID GROUP AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF PD&C, INC. dba INTREPID GROUP. SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 ACS.1 NOTES AND CAL GREEN A.1.1 ROOF PLAN A.1.3 FLOOR PLAN A.2.0 CEILING PLAN A5.0 SCHEDULES A.1.4 EXIT ANALYSIS A6.0 DETAILS A6.1 DETAILS A.1.0 SITE PLAN T-24.0 TITLE-24 DOCUMENTS T-24.1 TITLE-24 DOCUMENTS A FOR PERMIT A.1.2 AS-BUILT DEMOLITION PLAN ·CITY OF SANTA ANA PLANNING DIVISION ·CITY OF SANTA ANA BUILDING DEPARTMENT ·ORANGE COUNTY FIRE AUTHORITY ·ORANGE COUNTY SANITATION CO2 GAS DETECTION SYSTEM UNDER SEPARATE APPLICATION AND PERMIT. CO2 STORAGE AND DISTRIBUTION / ENRICHMENT PLAN UNDER SEPARATE APPLICATION AND PERMIT. THE PROPOSED GROW MEDIA (POTTING MATERIAL) FOR THIS FACILITY IS ROCK WOOL ONLY. NOT SOIL OR PARTICULATE WILL BE INCLUDED IN THE RUN-OFF LIQUID. T W O N E W F L O W E R R O O M S A N D O N E N E W V E G R O O M THE PURPOSE OF THIS PROPOSED FACILITY WILL BE TO GROW AND TRIM BULK CANNABIS FLOWER ONLY AND THE RETAIL SALES OF CANNABIS. BUILDING AREA A.CONSTRUCTION TYPE (CHAPTER 6): III-B B.FULLY SPRINKLERED (CHAPTER 9): NO C.ALLOWABLE (CHAPTER 5) C.A.ALLOWABLE STORIES (TABLE 504.4)2 C.B.ALLOWABLE HEIGHT (TABLE 504.3)55 FT. C.C.ALLOWABLE FLOOR AREA (TABLE 506.2) F-1 OCC: 12,000 SF D.ACTUAL: D.A.ACTUAL STORIES 1 D.B.ACTUAL HEIGHT 19'-2" AFG D.C.ACTUAL FLOOR AREA (TOTAL) F-1 OCC.:10,400 SF. NOTE: SEE A.1.3 FOR SF TOTALS, OCCUPANCIES AND FIRE SEPARATION ANALYSIS. NOTE: DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTED DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING DIVISION. T W O N E W F L O W E R R O O M S A N D O N E N E W V E G R O O M 1 8 2 1 E . N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net MEP ENGINEER BF CONSULTING 12200 STAGG STREET NORTH HOLLYWOOD, CA 91605 818-795-3487 A.1.0a (E) FIRE MASTER PLAN (FOR REFERENCE ONLY) A6.2 DETAILS ACS.0 S0 STRUCTURAL NOTES TENANT IMPROVEMENT. CONVERSION OF ALL OF EXISTING RETAIL USE TO TWO CANNABIS FLOWER ROOMS AND ONE VEG ROOM. E1-0 ELECTRICAL LEGEND-NOTES-SYMBOLS E2-0 ELECTRICAL POWER PLAN E3-0 ELECTRICAL LIGHTING PLAN E3-1 ELECTRICAL GROW LIGHTING PLAN E4-0 ELECTRICAL ROOF PLAN E5-0 ELECTRICAL FIXTURE SCHEDULE E6-0 ELECTRICAL SINGLE LINE DIAGRAM E7-0 ELECTRICAL PANEL SCHEDULE E8-0 ELECTRICAL SPECIFICATIONS E9-0 ELECTRICAL DETAILS E10-0 ELECTRICAL TITLE-24 M1-0 MECHANICAL LEGEND-NOTES-SYMBOLS M1-1 MECHANICAL EQUIPMENT SCHEDULES M2-0 MECHANICAL FLOOR PLAN M2-1 MECHANICAL EQUIPMENT PLAN M3-0 MECHANICAL ROOF PLAN M4-0 MECHANICAL DETAILS M4-1 MECHANICAL DETAILS P1-0 PLUMBING LEGEND NOTES SCHEDULES P2-0 PLUMBING WASTE AND VENT P2-1 PLUMBING WATER PLAN P3-0 PLUMBING DETAILS B PCC-1 GROW ROOM RACKING SYSTEM UNDER SEPARATE APPLICATION AND PERMIT. 1 PERMIT REVISION GENERAL NOTES GEN. FIRE DEPARTMENT NOTES ACCESSIBILITY NOTES FIRE DEPT. NOTES (CONT.)ACCESSIBILITY NOTES (CONT.) CITY PUBLIC WORKS NOTES SEPARATE PERMIT SHALL FIRST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO PLACEMENT OF ANY CONSTRUCTION MATERIALS OR EQUIPMENT IN THE PUBLIC WAY. STATE REQUIREMENTS 1.AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL SHOW THEIR VALID WORKERS' COMPENSATION INSURANCE CERTIFICATE. 2.ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO ENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO REQUESTING INSPECTION. 3.EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 4.SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) SHALL NOTIFIED IN ACCORDANCE WITH CALIFORNIA STATE LAW PRIOR TO START OF ANY DEMOLITION, ADDITION, AND/OR REMODEL WORK. THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT OFFICE IS LOCATED AT 21865 COPLEY DRIVE, DIAMOND BAR, CA. PHONE NO. (909) 396-2000. BE ADVISED, SCAQMD MAY REQUIRE A 10 DAY WAIT PERIOD PRIOR TO START OF WORK. 5.SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST STABILIZE SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 6.STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY FORCES OF WIND OR WATER. 7.TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 8.FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. CITY BUILDING DEPT. NOTES 1.THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS. 2.PLUMBING FIXTURES SHALL HAVE THE FOLLOWING MAX. FLOW RATES: LAVATORY FAUCETS - 0.4 GPM; KITCHEN FAUCETS - 1.8 GPM; WATER CLOSETS - 1.28 GPF. 1.GENERAL CONTRACTOR (G.C.) TO VERIFY AND REVIEW ALL JOB CONDITIONS, DIMENSIONS AND DETAILS PRIOR TO BIDDING, PRICING AND CONSTRUCTION TO DETERMINE WHICH NOTES APPLY DIRECTLY TO HIS RESPONSIBILITY. G.C. TO MAKE NOTE OF AND SUBMIT IN WRITTEN FORM TO PD&C, INC. dba RAND KRUSE ANY DAMAGES OR DEFICIENCIES ON PREMISES AND ANY CONFLICTS AND DISCREPANCIES REGARDING DIMENSIONS, NOTES OR SPECIFICATIONS. 2.ALL WORK SHOWN OR IMPLIED, UNLESS SPECIFICALLY QUESTIONED, SHALL BE CONSIDERED FULLY UNDERSTOOD IN ALL RESPECTS BY THE GENERAL CONTRACTOR AND WILL BE SOLELY RESPONSIBLE FOR ANY MISINTERPRETATIONS OR CONSEQUENCES THEREOF FOR ALL WORK ON DRAWINGS. 3.DRAWINGS ARE NOT TO BE SCALED. DIMENSIONS GOVERN. LARGE SCALE DRAWINGS GOVERN OVER SMALL SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS @ JOB SITE PRIOR TO START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, PD&C, INC. dba RAND KRUSE SHALL BE NOTIFIED FOR CLARIFICATION. 4.ALL DRAWINGS AND NOTES ARE COMPLEMENTARY TO ANY WORK SHOWN OR REFERENCED TO ON ANY ONE DRAWING SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS. 5.GENERAL CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF BUILDING MANAGEMENT IN ALL RESPECTS. IT IS THE G.C. RESPONSIBILITY TO OBTAIN SUCH REGULATIONS FROM THE BUILDING OWNER AND PROVIDE FOR REVIEW BY ALL SUBTRADES. G.C. TO NOTIFY PD&C, INC. dba RAND KRUSE OF ANY CONFLICT BETWEEN REGULATIONS AND OTHER CONTRACTUAL DOCUMENTS, PRIOR TO PROCEEDING WITH ANY OTHER WORK. 6.ALL WORK TO BE PERFORMED IN OCCUPIED AREAS OR IN OTHER TENANT SPACES SHALL BE PERFORMED ON OVERTIME, AS REQUIRED, AND BY BUILDING RULES AND REGULATIONS. 7.GENERAL CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK REQUIRED TO MAKE ALL PARTS COME TOGETHER PROPERLY AND FIT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER CONTRACTORS IMPLIED BY DRAWING OR NOTES. 8.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR USE, SCHEDULING AND FEES INCURRED BY HOISTING FACILITIES/ELEVATORS. 9.ALL WORK IS TO CONFORM TO PD&C, INC. dba RAND KRUSE DRAWINGS AND SPECIFICATIONS AND SHALL BE NEW AND OF THE BEST QUALITY OF KINDS SPECIFIED. ALL MANUFACTURED ARTICLES TO BE INSTALLED, CONNECTED AND CONDITIONED AS DIRECTED BY MANUFACTURER. ALL WORK TO BE PERFORMED IN A GOOD WORKMANSHIP MANNER. 10.ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REVIEWING ENTIRE SET OF DRAWINGS AND NOTING THEIR WORK AS APPLICABLE. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO PD&C, INC. dba RAND KRUSE FOR APPROVAL THROUGH G.C. PRIOR TO COMMENCEMENT OF ANY WORK. 11.GENERAL CONTRACTOR TO BE SOLELY RESPONSIBLE FOR REMOVAL, REPLACEMENT AND RECTIFICATION OF ALL DAMAGED AND DEFECTIVE MATERIAL AND/OR WORKMANSHIP IN CONNECTION WITH THE CONTRACT WORK. ANY COSTS CAUSED BY DEFECTIVE OR ILL-TIMED WORK, POOR WORKMANSHIP, MATERIALS, POOR SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE GENERAL CONTRACTOR. 12.DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION ALL REQUIRED EXITS SHALL BE MAINTAINED. EXIT LIGHTING AND FIRE PROTECTIVE SERVISES SHALL BE PROPERLY MAINTAINED. ALL WAYS OF TRAVEL FROM EXITS TO THE STREET SHALL BE MAINTAINED FREE FROM ALL OBSTRUCTIONS. 13.GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE BUILDING AND ANY OTHER ADJOINING PROPERTY OR WORK AND PROTECT ALL EXISTING SURFACED OR FINISHED TO REMAIN DURING DEMOLITION AND CONSTRUCTION. ANY DAMAGE TO THE SAME SHALL BE REPAIRED BY G.C. AT HIS EXPENSE TO “LIKE NEW” CONDITION. 14.GENERAL CONTRACTOR SHALL VERIFY ALLOWED WORKING HOURS FOR ALL WORK DONE TO THE CORE (INCLUDING DRILLING, PATCHING, AND ELECTRICAL HOOKUPS) AND IS RESPONSIBLE FOR ALL WORK NECESSARY TO COMPLETE WORK TO THE CORE AND IN NON-LEASE SPACE. 15.GENERAL CONTRACTOR IS RESPONSIBLE TO CLEAN UP AND REMOVE ALL WASTE MATERIALS FROM PREMISES AS GENERATED BY CONSTRUCTION DEMOLITION, WOODWORK AND ALL TRADES EMPLOYED BY CONTRACTUAL WORK. 16. ALL WORK NOTED N.I.C. OR “BY TENANT” IS TO BE ACCOMPLISHED BY PERSONS OTHER THAN G.C. AND IS NOT PART OF CONSTRUCTION AGREEMENT. 17.GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS FROM BUILDING DEPARTMENT AND FORWARD COPIES TO PD&C, INC. dba RAND KRUSE. 18.GENERAL CONTRACTOR TO PROVIDE CONSTRUCTION SCHEDULE BY THE START OF CONSTRUCTION AND A LIST OF A LONG LEAD ITEMS BY THE END OF THE FIRST WEEK OF CONSTRUCTION. 19.GENERAL CONTRACTOR TO SUBMIT IN WRITING ALL CHANGE ORDERS FOR ADDITIONAL WORK TO OWNER FOR REVIEW AND APPROVAL. NO WORK IS TO PROCEED UNTIL A SIGNED PROPOSAL IS RETURNED TO G.C. UNLESS OTHEWISE NOTED. ALL CHANGES IN THIS FIELD SHALL BE SIGNED BY THE CLIENT OR AUTHORIZED REPRESENTATIVE. 20. UPON COMPLETION OF THE WORK, THE G.C. SHALL SUBMIT TO OWNER: A.COPY OF INSPECTIONS AND FINAL SIGN-OFF. B.CERTIFICATE OF SUBSTANTIAL COMPLETION (AIA DOCUMENT #G704). C.COPY OF PERMIT CARD. D.BUILDING DEPARTMENT APPROVED DRAWINGS. E.WARRANTIES FOR SPECIFIED MATERIALS. F.RECORD/AS-BUILT DOCUMENTS. 21.ALL WORK SHALL COMPLY WITH THE REGULATIONS OF THE GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. THE SPECIFICATIONS SHALL BE SUPPLEMENTAL TO ALL LAWS AND CODES OF GOVERNMENTAL REGULATING BODIES RELATING TO BUILDINGS, AND ALL APPLICABLE REQUIREMENTS SPECIFIED IN THESE REGULATIONS SHALL BE FOLLOWED AS THOUGH SPECIFICALLY NOTED BY SUCH CODES AS LAWS. IT IS THE G.C. RESPONSIBILITY TO NOTIFY PD&C, INC. dba RAND KRUSE OF ANY CONFLICTS BETWEEN THESE DRAWINGS AND LOCAL BUILDING CODES. G.C. TO PROVIDE A SEPARATE PRICE IN THE BID FOR EACH ITEM THAT REQUIRES CHANGING MODIFYING OR REMOVAL. 22. APPLICABLE CODES THIS PROJECT SHALL CONFORM TO: 2022 CALIFORNIA ADMINSTRATIVE CODE - (PART 1, TITLE 24 CCR) 2022 CALIFORNIA BUILDING CODE - (PART 2, TITLE 24, CCR) 2022 CALIFORNIA ELECTRICAL CODE - (PART 3 TITLE 24, CCR) 2022 CALIFORNIA MECHANICAL CODE - (PART 4, TITLE 24, CCR) 2022 CALIFORNIA PLUMBING CODE - (PART 5, TITLE 24, CCR) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE 2022 CALIFORNIA ELEVATOR SAFETY CONSTRUCTION CODE - (PART 7, TITLE 24 CCR) 2022 CALIFORNIA HISTORICAL CODE - (PART 8, TITLE 24) 2022 CALIFORNIA FIRE CODE - (PART 9, TITLE 24, CCR) 2022 CALIFORNIA EXISTING BUILDING CODE - (PART 10, TITLE 24 CCR) 2022 CALIFORNIA REFERENCED STANDARDS - (PART 12, TITLE 24, CCR) 23. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS BEFORE PROCEEDING WITH WORK. 24. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR CONFORMING TO ALL APPLICABLE LOCAL CODES AND TRADE STANDARDS. 25. CONTRACTOR TO REWORK SPRINKLERS, FIRE SAFETY SYSTEM REQUIREMENTS, SWITCHING, EXIT SIGNS AND HVAC SYSTEM AS REQUIRED. 26. PD&C, INC. dba INTREPID GROUP IS UNAWARE OF ANY EXISTING ASBESTOS WITHIN THE AREA OF NEW WORK. IT IS THE OWNER'S RESPONSIBILITY TO ADVISE THE GENERAL CONTRACTOR AND HIS SUBS OF ANY ASBESTOS WITHIN THE FACILITY. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED BY LAW TO PROTECT ALL WORKERS AND OCCUPANTS IF ANY ASBESTOS IS IDENTIFIED AND NOTIFY THE OWNER IMMEDIATELY. 1.EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. 2.THE MAIN EXIT DOOR (DOOR #100.0) SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. (2022 CBC) EXCEPTION: THIS REQUIREMENT SHALL NOT APPLY TO EXTERIOR EXIT DOORS IN A GROUP “B” OCCUPANCY IF THERE IS A VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING “THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS.” THE LETTERS SHALL BE NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND. THE LOCKING DEVICE MUST BE A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. 3.PANIC HARDWARE, WHEN INSTALLED, SHALL COMPLY WITH ALL APPLICABLE BUILDING CODE REQUIREMENTS. THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 30 INCHES NOR MORE THAN 44 INCHES ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF EXIT TRAVEL. 4.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE WALKING SURFACE LEVEL (2022 CBC) 5.EXIT ILLUMINATION SHALL COMPLY WITH 2019 CBC CHAPTER 10. 6.EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 50 OR MORE. EXCEPTION: MAIN EXTERIOR DOORS WHICH OBVIOUSY AND CLEARLY ARE IDENTIFIABLE AS EXITS NEED TO BE SIGNED WHEN APPROVED BY THE BUILDING OFFICIAL. 7.WHEN NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGNS SHALL BE DETERMINED BY THE FIRE DEPARTMENT PRIOR TO CONSTRUCTION OF ANY WORK. 8.THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON EXIT SIGN SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND (NOT LESS THAN .75” X 6” LETTERS) (2019 CBC) 9.ALL RATED COORIDOR DOORS SHALL HAVE A THRESHOLD WITH A SMOKE AND DRAFT SEAL AT HEAD AND JAMBS. 10.INTERIOR WALL AND CEILING FINISHES SHALL BE NON-COMBUSTIBLE OR HAVE A FLAME SPREAD RATING OF 0 TO 25 FEET. 11.ALL DRAPES, HANGING CURTAINS AND OTHER DECORATIVE MATERIALS SHALL BE TREATED AND MAINTAINED IN FLAME RETARDANT CONDITION. 12.IF REQUIRED BY CODE OR PLAN CHECK, CONSTRUCTION DOCUMENTS FOR THE CITY OF SANTA ANA TO INCLUDE PLANS FOR FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS, MAY BE SUBMITTED TO AND APPROVED BY THE STATE FIRE MARSHALL PRIOR TO ANY EQUIPMENT BEING INSTALLED. EXTEND OR MODIFY EXISTING SYSTEM AS REQUIRED TO ACCOMMODATE THIS PROJECT. (TITE 19, PART 3, TITLE 24). 13. FIRE DAMPERS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILINGS AS PER 2016 CBC CHAPTER 7. SMOKE DAMPERS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILINGS AS PER 2016 CBC CHAPTER 7. 14. EXTEND/MODIFY FIRE/LIFE SAFETY SYSTEM AS REQUIRED. (IF APPLICABLE) 15. EXTEND FIRE SPRINKLER SYSTEMS AS REQUIRED. (IF APPLICABLE) 16. FIRE SPRINKLER/OR LIFE SAFETY PLANS MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. 17. A PORTALBE FIRE EXTINGUISHER WITH A MINUMUM 2A 1 OBC RATING SHALL BE PROVIDED EVERY 75' OF TRAVEL DISTANCE FROM ANY POINT WITHIN THE AREA DEFINED AS SCOPE OF WORK PER THESE PLANS. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. 18. ALL EMERGENCY LIGHTING SOURCES SHALL EMIT A MINIMUM VALUE OF ONE FOOT CANDLE MEASURED AT FLOOR LEVEL. 19. PROVIDE EMERGENCY NOTIFICATION SYSTEM FOR THE HEARING AND VISUALLY IMPAIRED PER A.D.A. REQUIREMENTS. 20. ADDRESS SHALL BE VISIBLE FROM STREET. 21. KNOX BOX REQUIRED TO BE INSTALLED. 22. FIRE EXTINGUISHERS REQUIRED - 2A 1 OBC EVERY 50' TRAVEL DISTANCE. 23. EMERGENCY EVACUATIONS SIGNAGE REQUIRED TO BE POSTED AT LOCATIONS APPROVED BY FIRE DEPT. 24. EXIT HARDWARE SHALL COMPLY WITH CBC CHAPTER ON EXITING. 25. DO NOT UNDERCUT FIRE RATED DOORS. EXIT DOORS MUST BE TIED IN TO THE FIRE SAFETY SYSTEM. 26.ALL MANUALLY OPERATED EDGE OR SURFACE-MOUNTED FLUSH BOLTS ARE PROHIBITED ON EXIT DOORS. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLDS ARE USED, THE DOOR LEAD HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE-MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. ENTRANCES & EXITS 1.ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. (2019 CBC 11B-206.4) 2.ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 3.ALL GATES, INCLUDING TICKET GATES, SHALL MEET ALL APPLICABLE ACCESSIBILITY SPECIFICATIONS OF DOORS. (2019 CBC 11B-206.5) 4.EVERY REQUIRED EXIT DOORWAYS WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES, SHALL HAVE A MINIMUM CLEAR OPENING OF 32”, AND SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3' IN WIDTH AND NOT LESS THAN 6'-8” IN HEIGHT. (2016 CBC 11B-404.2.3) 5.WHERE PAIR OF DOORS IS UTILIZED AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32-INCHES WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. (2019 CBC 11B-404.2.2, 404.2.3) 6.LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE. (2019 CBC 11B-404.2.7, 309-4). 7.OPERABLE PARTS OF DOOR HARDWARE HARDWARE MOUNTED BETWEEN 34-INCHES AND 44-INCHES ABOVE FINISHED FLOOR. (2019 CBC 11B-404.2.7) 8.THE FLOOR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60 - INCHES AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 44 - INCHES AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 9.THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24-INCHES PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18-INCHES PAST THE STRIKE EDGE FOR THE INTERIOR DOORS. WHERE A DOOR IS REQUIRED TO BE ACCESSIBLE IS LOCATED IN A RECESS OR ALCOVE WHERE THE DISTANCE FROM THE FACE OF THE WALL TO THE FACE OF THE DOOR IS GREATER THAN 8 INCHES, STRIKE SIDE CLEARANCE PER SECTION 11B-404.2.4 SHALL BE PROVIDED. (2016 CBC 11B-404.2.4, 11B-404.2.4.3). 10.THE FLOOR OR LANDING SHALL BE NOT MORE THAN ½ - INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN ¼ - INCH AND ½ - INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. (CBC 2019 404.2.5). 11.THE BOTTOM 10-INCHS OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNITERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10-INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. (2019 CBC 11B-404.2.10). 12.MAXIMUM EFFORT TO OPERATE INTERIOR AND EXTERIOR DOORS SHALL NOT EXCEED 5 LBS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWED BY THE APPROPRIATE ADMINSTRATIVE AUTHORITY, NOT TO EXCEED 15 LBS. (2019 CBC 11B-404.2.9). 13.FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITION AT AN ANGLE OF 90 DEGREES FROM THE CLOSED POSITION. (2019 CBC 11B-404.2.3) 27.ALL EXIT DOOR HARDWARE SHALL BE OF AN APPROVED TYPE AND TESTED IN ACCORDANCE WITH PROCEDURES ESTABLISHED BY SFM 33.2 AND SFM 33.3 AS SHOWN IN CHAPTER 2-60 OF TITLE 24. 28.ALL HOLLOW METAL DOOR FRAMES SHALL BE PROVIDED WITH STEEL FRAMES.FIRE EXTINGUISHERS HAVING A GROSS WEIGHT NOT EXCEEDING 40 POUNDS SHALL BE INSTALLED SO THAT THE TOP OF THE FIRE EXTINGUISHER IS NOT MORE THAT 5 FEET ABOVE THE FLOOR. FIRE EXTINGUISHERS HAVING A GROSS WEIGHT GREATER THAN 40 POUNDS (EXCEPT WHEELED TYPES) SHALL BE SO INSTALLED THAT THE TOP OF THE FIRE EXTINGUISHER IS NOT MORE THAN 3 1 2 FEET ABOVE THE FLOOR. IN NO CASE SHALL THE CLEARANCE BETWEEN THE BOTTOM OF THE EXTINGUISHER AND THE FLOOR BE LESS THAN 4 INCHES. 29.WHEELED FIRE EXTINGUISHER SHALL BE CONSPICUOUSLY LOCATED IN A DESIGNATED LOCATION. 30.PORTABLE FIRE EXTINGUISHER SHALL NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. IN ROOMS OR AREAS IN WHICH VISUAL OBSTRUCTION CANNOT BE COMPLETELY AVOIDED, MEANS SHALL BE PROVIDED TO INDICATE THE LOCATIONS OF EXTINGUISHERS. 31.CABINETS USED TO HOUSE PORTABLE FIRE EXTINGUISHERS SHALL NOT BE LOCKED. 32.ONLY A CONTRACTORS STATE LICENSING BOARD LICENSED C-16 CONTRACTOR SHALL INSTALL A FIRE SPRINKLER SYSTEM. 33.THE CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL COMPLY WITH CHAPTER 33 "FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION," AND CHAPTER 35 "WELDING AND OTHER HOT WORK" OF THE 2016 CALIFORNIA FIRE CODE. 34.COMBUSTIBLE SCRAP MATERIALS AND SCRAP LUMBER SHALL BE PICKED UP ON A DAILY BASIS, OR MORE FREQUENTLY, AS REQUIRED BY THE FIRE DEPARTMENT. COMBUSTIBLE DEBRIS SHALL NOT BE ACCUMULATED WITH BUILDINGS (CFC 3304.2) 35.OPEN BURNING IS PROHIBITED ANYWHERE ON THE SITE DURING CONSTRUCTION, ALTERATION OR DEMOLITION (CFC 3304.3) 36.A FIRE DEPARTMENT FINAL INSPECTION IS REQUIRED. CONTACT ORANGE COUNTY FIRE AUTHORITY A MINIMUM OF 72 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS AND TESTS. 14.WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. (2019 CBC 11B-404.2.2, 404.2.3) 15.MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN FIGURE 11B-404.2.4.1. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. (2019 CBC 11B-404.2.4, 404.2.4.4)PROVIDE CLEAR SPACE OF 12" PAST STRIKE EDGE OF THE DOOR ON THE OPPOSITE SIDE TO WHICH THE DOOR SWINGS IF THE DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER. 16.WHERE THE DOOR OPENS INTO A STAIR OF A SMOKE PROOF ENCLOSURE, THE LANDING NEED NOT HAVE A LENGTH OF 60". 17.WHEN THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. (2022 CBC 11B-404.2.8.1) 18.ALL DOORS AND ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES. 19.PROVIDE TACTILE EXIT SIGN PER SECTION 11B-202.4 20.ACCESSIBLE STALL IN MULTI-ACCOMMODATION TOILET FACILITIES SHALL BE A MINIMUM OF 60" WIDE PER (2022 CBC 11B-213.2) 21. PROVIDE TACTILE EXIT SIGN PER SECTION 11B-202.4. 22.ACCESSIBLE STALL IN MULTI-ACCOMMODATION TOILET FACILITIES SHALL BE A MINIMUM OF 60” WIDE PER (2022 CBC 11B-213.2). AISLES 1.EVERY CORRIDOR SHALL BE AS SHOWN ON THE PLANS AND SHALL BE DETERMINED AS PER CBC CHAPTER 10. 2.EVERY PORTION OF EVERY BUILDING IN WHICH ARE INSTALLED SEATS, TABLES, MERCHANDISE, EQUIPMENT OR SIMILAR MATERIALS SHALL BE PROVIDED WITH AISLES LEADING TO AN EXIT. (2019 CBC CHAPTER 10, SECTION 1017) NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED 1.APPROVED NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF NFPA 72 AND CBC, CHAPTER 9, SECTION 907.9.1 AND 907.9.2 2.STROBE SIGNALING DEVICES REQUIRED FOR THE HEARING IMPAIRED SHALL BE STATE FIRE MARSHALL, NFPA 72: PER CHAPTER 6, SECTION 6-4, VISIBLE CHARACTERISTICS, PUBLIC MODE. 3.THE FLASH RATE SHALL NOT EXCEED 3 FLASHES PER SECOND NORBE LESS THAN 1 FLASH EVERY THREE SECONDS NFPA 72: PER CHAPTER 6, SECTION 6-4.2, LIGHT PULSE CHARACTERISTICS. 4.AUDIBLE SIGNALS INTENDED FOR OPERATION IN THE PUBLIC MODE SHALL HAVE A SOUND LEVEL OF NOT LESS THATN 75 dBA AT 10' OR MOREE THAN 130 dBA AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. NFPA 72: PER CHAPTER 6, SECTION 6-3, AUDIBLE CHARACTERISTICS, PUBLIC MODE. ACCESSIBLE DOORS 1.ACCESSIBLE ENTRANCES AND EXITS FROM A BUILDING MUST BE PROVIDED, ACCORDING TO 2016 CBC. 2.MANEUVERING CLEARANCES AT DOORS SHALL BE LEVEL (1:50 MAX. SLOPE) AND CLEAR IF DOORS ARE NOT AUTOMATIC OR POWER ASSISTED. 3.GATES MUST MEET ACCESSIBLE REQUIREMENTS FOR DOORS. 4.PROVIDE ACCESSIBLE DOORS OR GATES ADJACENT TO REVOLVING DOORS OR TURNSTILES. 5.DOUBLE LEAF DOORS SHALL HAVE AT LEAST THE ACTIVE LEAF MEET ALL DOOR REQUIREMENTS. 6.ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES. ABBREVIATIONS PROJECT INFORMATION SHEET INDEX CONSULTANTS JURISDICTIONAL APPROVAL PARKING CALCULATIONS DEFERRED SUBMITTALS CANNABIS PROD. STATEMENT CO2 ENRICHMENT NOTES 1.THE CO2 ENRICHMENT AND ALARM SYSTEM CURRENTLY EXISTS AND IS OPERATIONAL. ADDITIONS/ALTERATIONS WILL BE MADE TO THE EXISTING SYSTEM TO ACCOMMODATE THE REQUIREMENTS OF THIS PROJECT UNDER A DEFERRED SUBMITTAL. SEE SHEET A1.0 FOR LOCATION OF EXISTING CO2 STORAGE TANK. 2.CO2 ENRICHMENT WILL BE CONDUCTED ON THESE PREMISES WITHIN THE CULTIVATION ROOMS. CO2 WILL BE STORED AT THE EXTERIOR OF THE BUILDING IN LIQUID FORM WITHIN A FIXED TANK DESIGNED FOR THIS PURPOSE (SEE A.1.0 SITE PLAN, KEYNOTE 'F'). LIQUID CO2 IS CONVERTED TO GAS AT THE EXTERIOR OF THE BUILDING AND DISTRIBUTED TO THE CULTIVATION ROOMS WITHIN THE BUILDING. THE CO2 ENRICHMENT OPERATIONS WILL BE CONTROLLED USING A MONITORING AND CONTROL SYSTEMS DESIGNED FOR THIS PURPOSE. A SEPARATE CO2 DETECTION AND ALARM SYSTEM IS PROVIDED PER FIRE CODE REQUIREMENTS. 3.THE STORAGE, USE AND HANDLING OF COMPRESSED GASSES IN COMPRESSED GAS CONTAINERS, CYLINDERS, TANKS AND SYSTEMS SHALL COMPLY WITH THE FIRE CODE CHAPTER 53 AND NFPA 55. 4.COMPRESSED GAS CYLINDERS SHALL BE CLEARLY MARKED WITH THE NAME OF THE GAS CONTAINED THEREIN. FIRE CODE 5301.1 CYLINDERS CONTAINING CARBON DIOXIDE SHALL BEAR GRAY COLOR MARKINGS AND LABELS. 5.A GAS DETECTION SYSTEM SHALL BE PROVIDED TO MONITOR AREAS WHERE CO2 CAN ACCUMULATE. THE SYSTEM SHALL BE SESIGNED TO INITIATE A LOCAL AUDIBLE AND VISIBLE ALARM IN THE ROOM OR AREA IN WHICH THE SENSOR IS INSTALLED WHEN THE LEVEL OF CO2 EXCEEDS 5,000 PPM. FIRE CODE 5307.5.2 6.INDOOR STORAGE AND USE AREAS AND STORAGE BUILDINGS SHALL BE PROVIDED WITH VENTILATION IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 5004.3. WHERE MECHANICAL VENTILATION IS PROVIDED, THE SYSTEMS SHALL BE OPERATIONAL DURING SUCH TIME AS THE BUILDING OR SPACE IS OCCUPIED. EXCEPTION: A GAS DETECTION SYSTEM COMPLYING WITH SUBSECTION (I.5) SHALL BE PERMITTED IN LIEU OF MECHANICAL VENTILATION. FIRE CODE 5307.5.1 HAZARDOUS MATERIALS DECLARATION THIS BUILDING WILL USE CARBON DIOXIDE IN THE AMOUNT OF 6000 LBS. (MAX.), WHICH IS IN EXCESS OF NON-REPORTABLE AMOUNTS OF HAZARDOUS MATERIALS. CULT. RUN-OFF STATEMENT SCOPE OF WORK AREA MAP SYMBOLS S1 STRUCTURAL PLAN SD1 STRUCTURAL DETAILS 1 1 DELTA 1 SCOPE OF WORK NARRATIVE 1.DEMOLISH THE BALANCE OF THE EXISTING RETAIL OPERATIONS. 2.CONSTRUCT AN ADDITIONAL CANNABIS FLOWER ROOM (FLOWER-4) AND ADDITIONAL VEG ROOM (VEG 2). 3.PROPOSED HVAC CONDENSING UNITS RELOCATED TO ROOF. 1 2 PERMIT REV. PCC SHEET NUMBER: REVISIONS NOTES A SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 CONSULTANT: ADDITIONAL FIRE DEPARTMENT NOTES 1.EMERGENCY RESPONSE REPORTING OF EMERGENCIES, COORDINATION WITH EMERGENCY RESPONSE FORCES, EMERGENCY PLAN AND PROCEDURES FOR MANAGING OR REPOSNDING TO EMERGENCIES SHALL COMPLY WITH THE PROVISIONS OF CFC SECTION 401. 2."DRY ROOMS' SHALL MEET CFC CHAPTER 9. 3.NO SMOKING IS ALLOWED IN THIS FACILITY, CFC SECTION 310. 4.HANGING PLASTIC FILMS SHALL NOT BE USED TO CREATE WALLS, CEILINGS, OR ROOMS. WHERE PLASTIC FILMS ARE APPLIED TO THE WALLS OR CEILINGS AS AN INTERIOR FINISH, MATERIAL INSTALLATION SHALL COMPLY WITH THE CBC CHAPTER 8 INTERIOR FINISHES. PLASTIC FILM, FOAM PLASTIC INSULATION AND THE PAPER FACING ON FIBERGLASS INSULATION MUST BE RATED AND COVERED WITH AN APPROVED THERMAL BARRIER. 5.ALL INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE LISTED AS CLASS A, CLASS B OR C.ASS C IN ACCORDANCE WITH ASTM E84 OR UL723, INCLUDING FLAME SPREAD AND SMOKE-DEVELOPED INDEXES, AND EXCLUDING MATERIALS </= 0.036" THICK APPLIED DIRECTLY TO THE SURFACE OF WALLS AND CEILINGS, CBC SECTIONS 803.1.1 AND 803.2 6.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE IS OCCUPIED IN ACCORDANCE WITH THE CBC SECTION 1008. AN 8 1 2" X 11" MAP DISPLAYING THE GENERAL FLOOR PLAN OF THE FACILITY SHALL BE POSTED NEAR THE MAIN ENTRANCE IN A CLEAR PROTECTIVE COVER. 7.STORAGE OF COMBUSTIBLE MATERIALS IN BUILDING SHALL BE ORDERLY AND SHAALL BE SEPARATED FROM HEATERS OR HEATING DEVICES BY DISTANCE OR SHIELDING SO THAT IGNITION CANNOT OCCUR PER CFC SECTION 315.3. 8.ANY SECURITY DEVICE OR SYSTEM THAT EMITS ANY MEDIUM THAT COULD OBSCURE A MEANS OF EGRESS IN ANY BUILDING, STRUCTURE OR PREMISE SHALL BE PROHIBITED PER CFC SECTION 316.5. 9.THE PROVISIONS OF THE CFC SECTIONS 407.2 THROUGH 407.7 SHALL BE APPLICABLE WHERE HAZARDOUS MATERIALS ARE SUBJECT TO PERMITS UNDER CFC SECTIONS 105.6 AND 105.7 AND ARE LOCATED ON THE PREMISES OR WHERE REQUIRED BY THE FIRE CODE OFFICIAL. 10.ELECTRONIC ACCESS CONTROL SYSTEMS ON EGRESS DOORS SHALL COMPLY WITH CBC SECTION 1010.1.9. 11.SMOKE AND HEAT VENTS SHALL BE INSTALLED PER CFC SECTION 910.2 IN THE ROOFS OF ONE-STORY BUILDINGS OR PORTIONS THEREOF OCCUPIED IN GROUP F-1 HAVING MORE THATN 50,000 SF OF UNDIVIDED AREA. 12.SAFETY DATA SHEETS (SDS) FOR ALL CHEMICALS/HAZARDOUS MATERIALS MUST BE KEPT AT THE FACILITY. 13.THE STORAGE USE AND HANDLING OF ALL HAZARDOUS MATERIALS SHALL BE IN ACCORDANCE WITH CFC CHAPTER 50. THE MAXIMUM ALLOWABLE QUANTITY OF HAZARDOUS MATERIALS PER CONTROL AREA WILL BE ESTABLISHED USING CFC SECTION 5003.1.A. THE MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA SHALL BE AS SPECIFIED IN CFC TABLES 5003.1.1 (1) THROUGH 5003.1.1 (4). 14.THE INSTALLATION OF SECURITY GATES ACROSS A FIRE APPARATUS ACCESS ROAD SHALL BE APPROVED BY THE FIRE CHIEF. WHERE SECURITY GATES ARE INSTALLED, THEY SHALL HAVE AN APPROVED MEANS OF EMERGENCY OPERATION. THE SECURITY GATES AND THE EMERGENCY OPERATION SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES. ELECTRIC GATE OPERATORS, WHERE PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE DESIGNED , CONSTRUCTED AND INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F2200 (2016 CFC 503.6 SECURITY GATES). 15.ANY GATE SECURING ANY DRIVEWAY SHALL COMPLY WITH THE FOLLOWING CRITERIA: 15.1.A KNOX BOX WITH A KNOX MASTER KEY SHALL BE ON OR NEXT TO THE GATE. 15.2.GATE WIDTH SHALL NOT BE LESS THAN 20 FT. 15.3.GATES SHALL NOT BE OF THE SWINGING OR SLIDING TYPE. 15.4.CONSTRUCTION OF THE GATE SHALL BE OF MATERIALS THAT ALLOW MANUAL OPERATION BY ONE PERSON. 15.5.GATE COMPONENTS SHALL BE MAINTAINED IN A OPERATIVE CONDITION AT ALL TIMES AND REPLACED OR REPAIRED WHEN DEFECTIVE. 15.6.ELECTRIC GATES SHALL BE EQUIPPED WITH A MEANS OF OPENING THE GATE BY FIRE DEPARTMENT PERSONNEL FOR EMERGENCY ACCESS. EMERGENCY OPENING DEVICES SHALL BE APPROVED BY THE FIRE CODE OFFICIAL. 15.7.METHOD OF LOCKING SHALL BE SUBMITTED FOR APPROVAL BY THE FIRE CODE OFFICIAL. 15.8.METHOD OF LOCKING SHALL BE SUBMITTED FOR APPROVAL BY THE FIRE CODE OFFICIAL. ELECTRIC GATE OPERATORS, WHERE PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. 15.9.GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE DESIGNED , CONSTRUCTED AND INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F2200. 16.FIRE APPARATUS ACCESS ROAD SHALL BE MARKED WITH PERMANENT "NO PARKING -- FIRE LANE" SIGNS COMPLYING WITH CFC FIGURE D103.6. 17.PROVIDE A 20 -LB, CLASS 4-A:80-B:C UL RATED PORTABLE FIRE EXTINGUISHER WITHIN 10 FEET OF EACH EXTERIOR EXIT; IN GROWING ROOMS, EXTRACTION LAB, DRYING ROOM, PROCESSING ROOM, AND PACKAGING ROOM WITHIN 10 FEET FROM THE EXIT ACCESS DOORS; AND ELSEWHERE SUCH THAT THE DISTANCE FROM ANY POINT IN THE BUILDING TO A FIRE EXTINGUISHER WILL NO EXCEED 50 FEET. CLASS A FRO TRASH, WOO AND PAPER; CLASS B FOR FLAMMABLE LIQUIDS AND GASES; CLASS C FOR ELECTRICAL FIRE. THE FIRE EXTINGUISHERS SHAALL BE LOCATED SUCH THAT THEY ARE VISIBLE AND READILY AVAILABLE CFC SECTION 906.3. 18.PROVIDE A MANUAL FIRE ALARM BOX NOT MORE THAN 5 FEET FROM EACH ENTRANCE ON THE FIREST FLOOR, AND NOT MORE THAN 5 FEET FROM EACH STAIRWAY LANDING ON THE SECOND FLOOR (CBC 907.4.2). DENOTE THE HEIGHT OF THE FIRE ALARM BOX SHALL BE BETWEEN 42" AND 48" AFF, SHALL BE RED IN COLOR, AND INSTALL A PERMANENT SIGN ADJACENT TO EACH MANUAL FIRE ALARM BOX THAT READS: WHEN ALARM SOUNDS CALL FIRE DEPARTMENT (907.4.2.2) DENOTE EACH FIRE ALARM BOX SHALL BE TRANSPARENT OR RED IN COLOR WITH A TRANSPARENT FACE TO PERMIT VISIBILITY OF THE MANUAL FIRE ALARM BOX (907.4.2.5). 19.PROVIDE A 20-LB MULTIPURPOSE 4-A:80-B:C PORTABLE FIRE EXTINGUISHER NEAR EACH FIRE ALARM. FIRE EXTINGUISHERS SHALL BE LOCATED SUCH THAT THEY ARE VISIBLE AND READILY AVAILABLE. CFC SECTION 906.3. 20.WET LOCATIONS: GROW ROOMS WILL BE CONSIDERED DAMP/WET LOCATIONS AS THEY ARE SUBJECT TO WASH DOWN AND SUBJECTED TO HIGH HUMIDITY. INDOOR WET LOCATION WIRING METHODS SHALL MEET THE REQUIREMENTS OF THE CEC ARTICLE 300.3 (D) WHEN HUMIDITY IS LEFT UNCONTROLLED >50%. 21.2.CIRCUIT INTERRUPTERS: GROUND FAULT INTERRUPTERS ARE REQUIRED FOR PERSONNEL PROTECTION IN THE WET LOCATIONS. CO2 GAS DETECTION SYSTEM NOTES 1.CO2 GAS DETECTION SYSTEM PLANS AND SPECIFICATIONS SHALL BE DEVELOPED AND SUBMITTED TO THE APPROPRIATE JURISDICTIONS UNDER SEPARATE APPLICATION AND PERMIT. 2.PRESSURE RELIEF, VENT PIPING, FILL INDICATORS, FILL CONNECTIONS, VENT TERMINATIONS, PIPING SYSTEM AS WELL AS THE STORAGE, USE AND HANDLING OF THE CARBON DIOXIDE SHALL BE IN ACCORDANCE WITH CHAPTER 53 OF THE CALIFORNIA FIRE CODE AND NFPA 55. 3.A CONTINUOUS GAS DETECTION SYSTEM SHALL BE PROVIDED IN THE ROOM OR INDOOR AREA IN WHICH THE CARBON DIOXIDE ENRICHMENT PROCESS IS LOCATED. IN THE ROOM OR INDOOR AREA IN WHICH THE CONTAINER SYSTEMS ARE LOCATED AND IN OTHER AREAS WHERE CARBON DIOXIDE IS EXPECTED TO ACCUMULATE, INCLUDING ROOMS OR AREAS DIRECTLY ADJACENT TO THE ENRICHMENT AREA CONNECTED BY DOORS OR OTHER MEANS OF TRAVEL. CARBON DIOXIDE SENSORS SHALL BE PROVIDED WITHIN 12 INCHES OF THE FLOOR IN THE AREA WHERE THE GAS IS EXPECTED TO ACCUMULATE OR WHERE LEAKS ARE MOST LIKELY TO OCCUR. THE SYSTEM SHALL BE DESIGNED AS FOLLOWS: 3.1.ACTIVATE A LOW-LEVEL ALARM UPON DETECTION OF A CARBON DIOXIDE CONCENTRATION NOT TO EXCEED 5,000 PPM. 3.2.ACTIVATE A HIGH-LEVEL ALARM UPON DETECTION OF A CARBON DIOXIDE CONCENTRATION NOT TO EXCEED 30,000 PPM. 4.A GAS DETECTION SYSTEM SHALL BE PROVIDED TO MONITOR AREAS WHERE CARBON DIOXIDE CAN ACCUMULATE. THE SYSTEM SHALL BE DESIGNED TO INITIATE A LOCAL AUDIBLE AND VISUAL ALARM IN THE ROOM OR AREA IN WHICH THE SENSOR IS INSTALLED WHEN THE LEVEL OF CARBON DIOXIDE EXCEEDS 5,000 PPM. 5.ACTIVATION OF THE LOW-LEVEL GAS DETECTION SYSTEM ALARM SHALL AUTOMATICALLY: 5.1.STOP THE FLOW OF CARBON DIOXIDE TO THE PIPING SYSTEM. 5.2.ACTIVATE THE MECHANICAL EXHAUST VENTILATION SYSTEM. 5.3.ACTIVATE AN AUDIBLE AND VISIBLE SUPERVISORY ALARM SIGNAL AT AN APPROVED LOCATION WITH THE BUILDING. 6.ACTIVATION OF TGHE LOW-LEVEL GAS DETECTION SYSTEM ALARM SHALL AUTOMATICALLY: 6.1.STOP THE FLOW OF CARBON DIOXIDE TO THE PIPING SYSTEM. 6.2.ACTIVATE THE MECHANICAL EXHAUST VENTILATION SYSTEM. 6.3.ACTIVATE AN AUDIBLE AND VISIBLE EVACUATION ALARM, BOTH INSIDE AND OUTSIDE OF THE CARBON DIOXIDE ENRICHMENT AREA AND THE AREA IN WHICH THE CARBON DIOXIDE CONTAINERS ARE LOCATED. 7.GAS DETECTION SYSTEM FAILURE: FAILURE OF THE CARBON DIOXIDE GAS DETECTION SYSTEM SHALL RESULT IN IMMEDIATE ACTIVATION OF THE VENTILATION SYSTEM AND THE SHUTDOWN OF THE CARBON DIOXIDE ENRICHMENT SYSTEM. 8.PRESSURIZATION AND VENTILATION IN ROOMS OR INDOOR AREAS IN WHICH CARBON DIOXIDE ENRICHMENT IS PROVIDED SHALL MAINTAIN AT A NEGATIVE PRESSURE IN RELATION TO THE SURROUNDING AREAS OF THE BUILDING. SEE SEQUENCE OF OPERATION. A MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH THE MECHANICAL CODE THAT COMPLIES WITH THE FOLLOWING: 8.1.MECHANICAL VENTILATION IN THE ROOM OR AREA SHALL BE AT A RATE OF NOT LESS THAN ONE CUBIC FOOT PER MINUTE PER SQUARE FOOT. 8.2.WHEN ACTIVATED BY THE GAS DETECTION SYSTEM ALARM EVENT OR FAILURE, THE MECHANICAL VENTILATION SYSTEM SHALL REMAIN ON UNTIL MANUALLY RESET. 8.3.THE EXHAUST SYSTEM INTAKES SHALL BE TAKEN FROM POINTS WITHIN 12 INCHES OF THE FLOOR. 8.4.THE VENTILATION SYSTEMS' PIPING SHALL TERMINATE OUTDOORS IN AN APPROVED LOCATION. 8.5.THE PRESSURE DIFFERENTIAL SYSTEM SHALL BE INTERLOCKED TO THE CARBON DIOXIDE ENRICHMENT SYSTEM. FAILURE OF EITHER THE PRESSURE DIFFERENTIAL SYSTEM OR THE VENTILATION SYSTEM SHALL IMMEDIATELY RESULT IN THE SHUTDOWN OF THE CARBON DIOXIDE ENRICHMENT SYSTEM. 9.HAZARD IDENTIFICATION SIGNS SHALL BE POSTED AT ALL ENTRANCES TO THE ROOM AND INDOOR AREAS WHERE THE CARBON DIOXIDE ENRICHMENT PROCESS IS LOCATED AND AT ALL ENTRANCES TO THE ROOMS OR INDOOR AREAS WHERE THE CARBON DIOXIDE CONTAINERS ARE LOCATED. THE SIGN SHALL BE A MINIMUM OF EIGHT INCHES WIDE AND SIX INCHES HIGH AND INDICATE: CAUTION - CARBON DIOXIDE GAS VENTILATE THE AREA BEFORE ENTERING A HIGH CARBON DIOXIDE (CO2) GAS CONCENTRATION IN THIS AREA CAN CAUSE ASPHYXIATION 10.ALL CARBON DIOXIDE ENRICHMENT SYSTEMS SHALL BE EQUIPPED WITH AN EMERGENCY SHUT-OFF SWITCH THAT SHALL STOP THE ENRICHMENT PROCESS AND ACTIVATE THE AREA'S VENTILATION SYSTEM. ROOM DIFF. PRESS. SEQUENCE OF OP. ROOM PRESSURE CONTROL SEQUENCE OF OPERATION FOR ALL CO2 ENRICHED ROOMS NEGATIVE ROOM PRESSURE IS ACHIEVED BY REMOVING AIR FROM THE CO2 ENRICHED ROOMS USING POWERED EXHAUST FANS. THE POWER EXHAUST FANS SHALL MODULATE BASED ON DIFFERENTIAL PRESSURE BETWEEN THE CO2 ENRICHED ROOM AND THE SURROUNDING AREA. THE AIR BALANCE CONTRACTOR WILL ATTAIN THE FAN SPEED FOR THE GIVEN OPERATING MODES. 1.DIFFERENTIAL PRESSURE IS MONITORED AND CONTROLLED USING A DWYER DHII DIFFERENTIAL PRESSURE (DP) CONTROLLER, AND POWER EXHAUST FAN WITH A VARIABLE SPEED DRIVE (VFD). 2.A NEGATIVE ROOM DP SETPOINT IS TO BE MAINTAINED AT ALL TIMES WHILE THE CO2 ENRICHMENT SYSTEM IS ACTIVATED. 3.THE DIFFERENTIAL PRESSURE CONTROLLER (SYSTEM) SHALL BE INTERLOCKED TO THE CO2 ENRICHMENT SYSTEM. FAILURE OF THE SYSTEM SHALL IMMEDIATELY RESULT IN THE SHUTDOWN OF THE CO2 ENRICHMENT SYSTEM. 4.THIS SYSTEM IS TO BE USED IN CONJUNCTION WITH A PROPERLY BALANCED HVAC SYSTEM. CANNABIS ODOR CONTROL NOTES 1.CONTROL OF ODOR EMITTED BY THE CULTIVATION OF CANNABIS PLANTS WILL BE CONTROLLED BY OZONE GENERATORS. 2.OZONE GENERATORS SHALL BE INSTALLED ON ALL EXHAUST SYSTEMS USED IN THE CULTIVATION ROOMS. 3.OZONE GENERATORS ARE DESIGNATED AS EQUIPMENT NUMBER SBR-1 IN THE CONTRACT DOCUMENTS. FOR PERMIT N/A A.1.0 A.1.0 N/A N/A T-24 SHEETS N/A N/A N/A A.CS.1 CALGREEN NOTES #1 N/A N/A N/A N/A N/A N/A N/A N/A A.1.2 CONST. WASTE NOTES N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A A.CS.1 1821 E. NEWPORT CIRCLE, SANTA ANA, CA TENANT IMPROVEMENT SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 KEYNOTE 'E' OCFA NOTES CalGreen Notes. #2 A.CS.1 A.CS.1 A.CS.1 A.CS.1 A.CS.1 A.CS.1 A.CS.1 A.CS.1 A.CS.1 A.CS.1 A.CS.1 A.CS.1 A.CS.1 A.CS.1 A.CS.1 A.CS.1 A.CS.1 A.CS.1 CalGreen Notes. #4 CalGreen Notes. #8 CalGreen Notes. #9 CalGreen Notes. #9.1 CalGreen Notes. #10 CalGreen Notes. #12 CalGreen Notes. #14 CalGreen Notes. #15 CalGreen Notes. #16 CalGreen Notes. #17 CalGreen Notes. #18 CalGreen Notes. #19 CalGreen Notes. #20 CalGreen Notes. #20 CalGreen Notes. #20 CalGreen Notes. #22 CalGreen Notes. #23 CalGreen Notes. #24 KEYNOTE 'D' 1.WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING: 1.1.WATER CLOSETS. THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR TANK-TYPE TOILETS. NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. 1.2.URINALS. 1.2.1.WALL-MOUNTED URINALS. THE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED URINALS SHALL NOT EXCEED 0.125 GALLONS PER FLUSH. 1.2.2.FLOOR-MOUNTED URINALS. THE EFFECTIVE FLUSH VOLUME OF FLOOR-MOUNTED OR OTHER URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH. 1.3.FAUCETS AND FOUNTAINS. 1.3.1.LAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.5 GALLONS PER MINUTE AT 60 PSI. 1.3.2.KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. 1.3.3.WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN1.8 GALLONS PER MINUTE/20 [RIM SPACE (INCHES) AT 60 PSI]. 1.3.4.METERING FAUCETS SHALL NOT DELIVER MORE THAN 0.20 GALLONS PER CYCLE. 1.3.5.METERING FAUCETS FOR WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.20 GALLONS PER MINUTE/20 [RIM SPACE (INCHES) AT 60 PSI]. NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION. 2.COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY COLLECT IN THE SYSTEM. 3.POLLUTANT CONTROL 3.1.TEMPORARY VENTILATION. THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING OR AREAS OF ADDITION OR ALTERATION WITHIN THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8, BASED ON ASHRAE 52.2-1999, OR AN AVERAGE EFFICIENCY OF 30% BASED ON ASHRAE 52.1-1992 REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE BUILDING IS OCCUPIED DURING ALTERATION, AT THE CONCLUSION OF CONSTRUCTION. 4.FINISH MATERIAL POLLUTANT CONTROL. FINISH MATERIALS SHALL COMPLY WITH THE FOLLOWING: 4.1.ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS: 4.2.ADHESIVES, ADHESIVE BONDING PRIMERS ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS AS SPECIFIED IN SUBSECTION 2, BELOW. 4.3.AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507. 5.PAINTS AND COATINGS. ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, AS SHOWN IN CALGREEN TABLE 5.504.4.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 5.504.4.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36 AND 4.37 OF THE 2007 CALIFORNIA AIR RESOURCES BOARD SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 5.504.4.3 SHALL APPLY. 6.AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL MEET THE PWMIR LIMITS FOR ROC IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(C)(2) AND (D)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8 RULE 49. 7.VERIFICATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING: 7.1.MANUFACTURER'S PRODUCT SPECIFICATION 7.2.FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS 8.CARPET SYSTEMS. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET AT LEAST ONE OF THE TESTING AND PRODUCT REQUIREMENTS: 8.1.CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. 8.2.COMPLIANT WITH THE VOC-EMISSION LIMITS AND TESTING REQUIREMENTS SPECIFIED IN THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS, VERSION 1.1, FEBRUARY 2010 (ALSO KNOWN AS CDPH STANDARD METHOD V1.1 OR SPECIFICATION 01350). 8.3.NSF/ANSI 140 AT THE GOLD LEVEL OR HIGHER; 8.4.SCIENTIFIC CERTIFICATIONS SYSTEMS SUSTAINABLE CHOICE; OR 8.5.COMPLIANT WITH THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS CALIFORNIA (CA-CHPS) CRITERIA INTERPRETATION FOR EQ 7.0 AND EQ 7.1 (FORMERLY EQ 2.2) DATED JULY 2012 AND LISTED IN THE CHPS HIGH PERFORMANCE PRODUCT DATABASE. CALGREEN NOTES 9.CARPET CUSHION. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. 9.1.CARPET ADHESIVE. ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS CALGREEN TABLE 5.504.4.1. 10.COMPOSITE WOOD PRODUCTS. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDINGS SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.). THOSE MATERIALS NOT EXEMPTED UNDER THE ATCM MUST MEET THE SPECIFIED EMISSION LIMITS, AS SHOWN IN CALGREEN TABLE 5.504.4.5. 11.DOCUMENTATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING: 11.1.PRODUCT CERTIFICATIONS AND SPECIFICATIONS. 11.2.CHAIN OF CUSTODY CERTIFICATIONS. 11.3.PRODUCT LABELED AND INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION (SEE CCR, TITLE 17, SECTION 93120, ET SEQ.). 11.4.EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS-1 OR PS-2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN AS/NZS 2269 OR EUROPEAN 636 3S STANDARDS. 11.5.OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY. 12.RESILIENT FLOORING SYSTEMS. FOR 80 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING, INSTALLED RESILIENT FLOORING SHALL MEET AT LEAST ONE OF THE FOLLOWING: 12.1.CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM; 12.2.COMPLIANT WITH THE VOC-EMISSION LIMITS AND TESTING REQUIREMENTS SPECIFIED IN THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S 2010 STANDARD METHOD FOR THE TESTING AND EVALUATION CHAMBERS, VERSION 1.1, FEBRUARY 2010; 12.3.COMPLIANT WITH THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS CALIFORNIA (CA-CHPS) CRITERIA INTERPRETATION FOR EQ 7. AND EQ 7.1 (FORMERLY EQ 2.2) DATED JULY 2012 AND LISTED IN THE CHPS HIGH PERFORMANCE PRODUCT DATABASE; OR 12.4.PRODUCTS CERTIFIED UNDER UL GREENGUARD GOLD (FORMERLY THE GREENGUARD CHILDREN'S & SCHOOLS PROGRAM). 13.VERIFICATION OF COMPLIANCE. DOCUMENTATION SHALL BE PROVIDED VERIFYING THAT RESILIENT FLOORING MATERIALS MEET THE POLLUTANT EMISSION LIMITS. 14.FILTERS. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8. MERV 8 FILTERS SHALL BE INSTALLED PRIOR TO OCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. 14.1.EXCEPTIONS: 14.1.1.AN ASHRAE 10% TO 15% EFFICIENCY FILTER SHALL BE PERMITTED FOR AN HVAC UNIT MEETING THE 2013 CALIFORNIA ENERGY CODE HAVING 60,000 BTU/H OR LESS CAPACITY PER FAN COIL, IF THE ENERGY USE OF THE AIR DELIVERY SYSTEM IS 0.4 W/CFM OR LESS AT DESIGN AIR FLOW. 14.1.2.EXISTING MECHANICAL EQUIPMENT. 14.2.LABELING. INSTALLED FILTERS SHALL BE CLEARLY LABELED BY THE MANUFACTURER INDICATING THE MERV RATING. 15.ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, PROHIBIT SMOKING WITHIN 25 FEET OF BUILDING ENTRIES, OUTDOOR AIR INTAKES AND OPERABLE WINDOWS AND WITHIN THE BUILDING AS ALREADY PROHIBITED BY OTHER LAWS OR REGULATIONS; OR AS ENFORCED BY ORDINANCES, REGULATIONS OR POLICIES OF ANY CITY, COUNTY, CITY AND COUNTY, CALIFORNIA COMMUNITY COLLEGE, CAMPUS OF THE CALIFORNIA STATE UNIVERSITY, OR CAMPUS OF THE UNIVERSITY OF CALIFORNIA, WHICHEVER ARE MORE STRINGENT. WHEN ORDINANCES, REGULATIONS OR POLICIES ARE NOT IN PLACE, POST SIGNAGE TO INFORM BUILDING OCCUPANTS OF THE PROHIBITIONS. 16.INDOOR MOISTURE CONTROL. BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF CALIFORNIA BUILDING CODE, CCR, TITLE 24, PART 2, SECTIONS 1203 (VENTILATION) AND CHAPTER 14 (EXTERIOR WALLS). FOR ADDITIONAL MEASURES NOT APPLICABLE TO LOW-RISE RESIDENTIAL OCCUPANCIES, SEE SECTION 5.407.2 OF THE CALGREEN CODE. 17.OUTSIDE AIR DELIVERY. FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS, MEET THE MINIMUM REQUIREMENTS OF SECTION 120.1 (REQUIREMENTS FOR VENTILATION) OF THE CALIFORNIA ENERGY CODE, OR THE APPLICABLE LOCAL CODE, WHICHEVER IS MORE STRINGENT, AND DIVISION 1, CHAPTER 4 OF CCR, TITLE 8. 18.CARBON DIOXIDE (CO2) MONITORING. FOR BUILDINGS OR ADDITIONS EQUIPPED WITH DEMAND CONTROL VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CALIFORNIA ENERGY CODE, SECTION 120(C)(4). 19.ACOUSTICAL CONTROL. EMPLOY BUILDING ASSEMBLIES AND COMPONENTS WITH SOUND TRANSMISSION CLASS (STC) VALUES DETERMINED IN ACCORDANCE WITH ASTM E 90 AND ASTM E 413, OR OUTDOOR-INDOOR SOUND TRANSMISSION CLASS (OITC) DETERMINED IN ACCORDANCE WITH ASTM E 1332, USING EITHER THE PRESCRIPTIVE OR PERFORMANCE METHOD IN CALGREEN SECTION 5.507.4.1 OR 5.507.4.2. 19.1.EXCEPTION: BUILDINGS WITH FEW OR NO OCCUPANTS OR WHERE OCCUPANTS ARE NOT LIKELY TO BE AFFECTED BY EXTERIOR NOISE, AS DETERMINED BY THE ENFORCEMENT AUTHORITY, SUCH AS FACTORIES, STADIUMS, STORAGE, ENCLOSED PARKING STRUCTURES AND UTILITY BUILDINGS 19.2.EXCEPTION: [DSA-SS] FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES, THE REQUIREMENTS OF THIS SECTION AND ALL SUBSECTIONS APPLY ONLY TO NEW CONSTRUCTION. 20.EXTERIOR NOISE TRANSMISSION, PRESCRIPTIVE METHOD. WALL AND ROOF-CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE MAKING UP THE BUILDING OR ADDITION ENVELOPE OR ALTERED ENVELOPE SHALL MEET A COMPOSITE STC RATING OF AT LEAST 50 OR A COMPOSITE OITC RATING OF NO LESS THAN 40, WITH EXTERIOR WINDOWS OF A MINIMUM STC OF 40 OR OITC OF 30 IN THE FOLLOWING LOCATIONS: 20.1.WITHIN THE 65 CNEL NOISE CONTOUR OF AN AIRPORT. 20.1.1.EXCEPTIONS: 20.1.1.1.LDN OR CNEL FOR MILITARY AIRPORTS SHALL BE DETERMINED BY THE FACILITY AIR INSTALLATION COMPATIBLE LAND USE ZONE (AICUZ) PLAN. 20.1.1.2.LDN OR CNEL FOR OTHER AIRPORTS AND HELIPORTS FOR WHICH A LAND USE PLAN HAS NOT BEEN DEVELOPED SHALL BE DETERMINED BY THE LOCAL GENERAL PLAN NOISE ELEMENT. 20.1.1.3.WITHIN THE 65 CNEL OR LDN NOISE CONTOUR OF A FREEWAY OR EXPRESSWAY, RAILROAD, INDUSTRIAL SOURCE OR FIXED-GUIDEWAY SOURCE AS DETERMINED BY THE NOISE ELEMENT OF THE GENERAL PLAN. 20.2.NOISE EXPOSURE WHERE NOISE CONTOURS ARE NOT READILY AVAILABLE. BUILDINGS EXPOSED TO A NOISE LEVEL OF 65 DB L/EQ - 1-HR DURING ANY HOUR OF OPERATION SHALL HAVE BUILDING, ADDITION OR ALTERATION EXTERIOR WALL AND ROOF-CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE MEETING A COMPOSITE STC RATING OF AT LEAST 45 (OR OITC 35), WITH EXTERIOR WINDOWS OF A MINIMUM STC OF 40 (OR OITC 30). 21.PERFORMANCE METHOD. FOR BUILDINGS LOCATED AS DEFINED IN SECTION 5.507.4.1 OR 5.507.4.1.1, WALL AND ROOF-CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE MAKING UP THE BUILDING OR ADDITION ENVELOPE OR ALTERED ENVELOPE SHALL BE CONSTRUCTED TO PROVIDE AN INTERIOR NOISE ENVIRONMENT ATTRIBUTABLE TO EXTERIOR SOURCES THAT DOES NOT EXCEED AN HOURLY EQUIVALENT NOISE LEVEL (LEQ-1HR) OF 50 DBA IN OCCUPIED AREAS DURING ANY HOUR OF OPERATION. 21.1 SITE FEATURES. EXTERIOR FEATURES SUCH AS SOUND WALLS OR EARTH BERMS MAY BE UTILIZED AS APPROPRIATE TO THE BUILDING, ADDITION OR ALTERATION PROJECT TO MITIGATE SOUND MIGRATION TO THE INTERIOR. 21.2 DOCUMENTATION OF COMPLIANCE. AN ACOUSTICAL ANALYSIS DOCUMENTING COMPLYING INTERIOR SOUND LEVELS SHALL BE PREPARED BY PERSONNEL APPROVED BY THE ARCHITECT OR ENGINEER OF RECORD. 22.INTERIOR SOUND TRANSMISSION. WALL AND FLOOR-CEILING ASSEMBLIES SEPARATING TENANT SPACES AND TENANT SPACES AND PUBLIC PLACES SHALL HAVE AN STC OF AT LEAST 40. NOTE: EXAMPLES OF ASSEMBLIES AND THEIR VARIOUS STC RATINGS MAY BE FOUND AT THE CALIFORNIA OFFICE OF NOISE CONTROL: WWW.TOOLBASE.ORG/PDF/CASESTUDIES/STC_ICC_RATINGS.PDF. 23.OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS. INSTALLATIONS OF HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL COMPLY WITH CALGREEN SECTIONS 5.508.1.1 AND 5.508.1.2. 23.1 CHLOROFLUOROCARBONS (CFCS). INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN CFCS. 23.2 HALONS. INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN HALONS. 24.SUPERMARKET REFRIGERANT LEAK REDUCTION. NEW COMMERCIAL REFRIGERATION SYSTEMS SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION WHEN INSTALLED IN RETAIL FOOD STORES 8,000 SQUARE FEET OR MORE CONDITIONED AREA, AND THAT UTILIZE EITHER REFRIGERATED DISPLAY CASES, OR WALK-IN COOLERS OR FREEZERS CONNECTED TO REMOTE COMPRESSOR UNITS OR CONDENSING UNITS. THE LEAK REDUCTION MEASURES APPLY TO REFRIGERATION SYSTEMS CONTAINING HIGH-GLOBAL-WARMING POTENTIAL (HIGH-GWP) REFRIGERANTS WITH A GWP OF 150 OR GREATER. NEW REFRIGERATION SYSTEMS INCLUDE BOTH NEW FACILITIES AND THE REPLACEMENT OF EXISTING REFRIGERATION SYSTEMS IN EXISTING FACILITIES. INSPECTIONS 1.OCFA FINAL INSPECTION REQUIRED. PLEASE SCHEDULE ALL FIELD INSPECTIONS AT LEAST 48 HOURS IN ADVANCE. INSPECTIONS CANCELED AFTER 1 P.M. ON THE DAY BEFORE THE SCHEDULED DATE WILL BE SUBJECT TO A REINSPECTION FEE. PHASING OF INSPECTIONS MAY REQUIRE ADDITIONAL FEES, ALSO. CALL OCFA INSPECTION SCHEDULING AT 714-573-6150. 2.BUILDINGS UNDER CONSTRUCTION OR DEMOLITION SHALL CONFORM TO CFC CHAPTER 33. NO SMOKING OR COOKING IS ALLOWED IN STRUCTURES WHERE COMBUSTIBLE MATERIALS ARE EXPOSED OR WITHIN 25 FEET OF COMBUSTIBLE MATERIALS STORAGE AREAS. CUTTING, WELDING, OR OTHER HOT WORK SHALL BE IN CONFORMANCE WITH CFC CHAPTER 35. 3.IN BUILDINGS FOUR OR MORE STORIES IN HEIGHT, STANDPIPES SHALL BE PROVIDED DURING CONSTRUCTION WHEN THE HEIGHT REACHES 40 FEET ABOVE THE LOWEST POINT OF FIRE DEPARTMENT ACCESS. A FIRE DEPARTMENT CONNECTION SHALL BE NO MORE THAN 100 FEET FROM AVAILABLE FIRE DEPARTMENT VEHICLE ACCESS ROADWAYS. A HYDRANT SHALL BE LOCATED ALONG THE ACCESS ROADWAY WITHIN 150 FEET OF THE LOCATION(S) THAT THE FDC CAN BE ACCESSED FROM. CFC 3310, 3313 4.ADDRESS NUMBERS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS, BE A MINIMUM OF 4 INCHES HIGH FOR INDIVIDUAL DWELLING UNITS AND 6 INCHES HIGH FOR ALL OTHER INSTALLATIONS AND STRUCTURES, CONTRAST WITH THEIR BACKGROUND, AND BE PLAINLY VISIBLE FROM THE ROADWAY THE BUILDING IS ADDRESSED ON. TEMPORARY ADDRESS NUMBERS SHALL BE PROVIDED ON CONSTRUCTION FENCING OR THE BUILDING UNTIL PERMANENT NUMBERS CAN BE PROVIDED. CBC 501.2, CFC 505.1 5.LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 AND CCR TITLE 19. AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED DURING CONSTRUCTION ON EACH FLOOR AT EACH STAIRWAY, IN EACH STORAGE AND CONSTRUCTION SHED, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED, OR WHERE SIMILAR HAZARDS ARE PRESENT PER CFC 3315.1. BEFORE FINAL OCCUPANCY, AT LEAST ONE 2A:10B:C EXTINGUISHER SHALL BE PROVIDED SO THAT NO POINT IS MORE THAN 75 FEET TRAVEL DISTANCE FROM THE EXTINGUISHER. EXTINGUISHERS SHALL BE LOCATED ALONG THE PATH OF EGRESS TRAVEL AND IN A READILY VISIBLE AND ACCESSIBLE LOCATION, WITH THE BOTTOM OF THE EXTINGUISHER AT LEAST 4 INCHES ABOVE THE FLOOR. ADDITIONAL EXTINGUISHERS MAY BE REQUIRED BY OCFA INSPECTORS DEPENDING ON PROJECT OR SITE CONDITIONS AND FINAL PLACEMENT IS SUBJECT TO THEIR APPROVAL. 6.WALL, FLOOR AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11. DECORATIVE MATERIALS SHALL BE PROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIRE MARSHAL WITH APPROPRIATE DOCUMENTATION PROVIDED TO THE OCFA. SUCH ITEMS SHALL BE APPROVED AND INSPECTED BY THE OCFA PRIOR TO INSTALLATION. 7.KNOX BOXES/KEY CABINETS SHALL BE PROVIDED FOR ALL HIGH-RISE BUILDINGS, POOL ENCLOSURES, GATES IN THE PATH OF FIREFIGHTER TRAVEL TO STRUCTURES, SECURED PARKING LEVELS, DOORS GIVING ACCESS TO ALARM PANELS AND/OR ANNUNCIATORS, AND ANY OTHER STRUCTURES OR AREAS WHERE IMMEDIATE ACCESS IS REQUIRED OR IS UNDULY DIFFICULT. AN OCFA INSPECTOR CAN ASSIST WITH LOCKING GATE KEYS IN KNOX BOXES, CONTACT YOUR LOCAL FIRE STATION TO ARRANGE AN APPOINTMENT TO SECURE MASTER BUILDING KEYS IN THE KNOX BOX. 8.APPROVAL OF THESE PLANS SHALL NOT PERMIT THE VIOLATION OF ANY CODE OR LAW. REQUIREMENTS OR FEATURES NOT IDENTIFIED ON THE PLAN MAY APPLY AND OCFA INSPECTORS MAY REQUIRE ADDITIONAL INFORMATION OR ITEMS FROM THOSE SHOWN ON THE PLAN DEPENDING ON ACTUAL OR ANTICIPATED FIELD CONDITIONS. SUCH CHANGES MAY NECESSITATE SUBMITTAL OF REVISED OR AS-BUILT PLANS TO THE OCFA AND THE CITY/COUNTY WHERE THE PROJECT IS LOCATED. GENERAL REQUIREMENTS 9.THE PROJECT SHALL COMPLY WITH 2019 CALIFORNIA BUILDING CODE, 2019 CALIFORNIA FIRE CODE, AND OTHER CURRENTLY ADOPTED CODES, STANDARDS, REGULATIONS AND REQUIREMENTS AS ENFORCED BY THE OCFA. 10.APPROVAL OF THIS PLAN IS CONTINGENT UPON A CERTIFICATE OF OCCUPANCY BEING ISSUED UPON COMPLETION OF ALL CONSTRUCTION ON THE ENTIRE PROJECT. PHASED OCCUPANCY SHALL BE PERMITTED ONLY WITH PRIOR APPROVAL FROM OCFA AND THE BUILDING OFFICIAL. REQUESTS FOR PHASED OCCUPANCY SHALL BE SUBMITTED TO OCFA FOR EVALUATION AS AN ALTERNATE MATERIALS AND METHODS PROPOSAL ACCOMPANYING THE ARCHITECTURAL SUBMITTAL. SUCH REQUESTS SHALL BE MADE PRIOR TO START OF CONSTRUCTION ONLY. 11.DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN APPROVED SPRINKLER SYSTEM OR LOCATED IN A TYPE I OR IIA STRUCTURE SEPARATED BY 10 FEET FROM OTHER STRUCTURES. CONTAINERS LARGER THAN 1 CUBIC YARD SHALL BE OF NON- OR LIMITED-COMBUSTIBLE MATERIALS OR SIMILARLY PROTECTED OR SEPARATED. CFC 304.3 12.EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHER LOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL. 13.THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN AISLES. 14.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOORS SHALL NOT BE PROVIDED WITH THUMB-TURN LOCKS OR DEADBOLTS THAT DO NOT UNLATCH IN TANDEM WITH THE NORMAL OPERATING LEVER. THE OPENING FORCE FOR INTERIOR DOORS WITHOUT CLOSERS SHALL NOT EXCEED 5 POUNDS. THE UNLATCHING AND OPENING FORCE FOR OTHER DOORS, INCLUDING FIRE DOORS, SHALL NOT EXCEED 15 POUNDS. CBC 1010 15.THE EXIT PATH SHALL BE CLEARLY IDENTIFIED WITH EXIT SIGNS CONFORMING TO CBC 1013. ILLUMINATED EXIT SIGNS MUST HAVE 90-MINUTE EMERGENCY POWER BACK-UP. 16.TACTILE SIGNS SHALL BE PROVIDED IN COMMERCIAL BUILDINGS, PUBLIC BUILDINGS/ACCOMMODATIONS, AND PUBLICLY FUNDED HOUSING SUBJECT TO CBC CHAPTERS 11A AND B AND CONFORM TO 1143A OR 11B-703.1, -703.2, -703.3, AND 703.5, BE MOUNTED WITH THE BOTTOM OF THE LOWEST LINE OF BRAILLE CHARACTERS AT LEAST 4 FEET ABOVE THE FLOOR BUT THE BOTTOM OF THE HIGHEST LINE OF RAISED TEXT CHARACTERS NO MORE THAN 5 FEET ABOVE THE FLOOR AND, WHENEVER POSSIBLE, ON THE STRIKE SIDE OF THE DOOR. LETTERING SHALL BE BETWEEN 5/8 INCHES AND 2 INCHES HIGH. CBC 1013.4 17.STAIRS SERVING 4+ STORIES SHALL HAVE STAIRWELL SIGNS CONFORMING TO CBC 1023.9 AND OCFA GUIDELINE E-02. 18.THE EXIT PATH SHALL BE ILLUMINATED AT ALL TIMES IN ACCORDANCE WITH CBC 1006. EMERGENCY LIGHTING SHALL BE PROVIDED WITH 90-MINUTE BACK-UP. 19.RATED ASSEMBLIES SHALL CONFORM TO APPROVED METHODS AND MATERIALS OF CONSTRUCTION. PENETRATIONS THROUGH RATED WALLS, CEILINGS, OR FLOORS SHALL BE PROTECTED IN AN APPROVED MANNER COMPLYING WITH CBC/CFC CHAPTER 7. 20.RATED DOORS SHALL BE SELF-CLOSING AND LATCHING; SUCH DOORS SHALL NOT BE EQUIPPED WITH DOOR STOPS OR OTHERWISE PROPPED OPEN. RATED DOORS SHALL BE EQUIPPED WITH RATED HARDWARE. CFC 703 PROJECT-SPECIFIC REQUIREMENTS ASSEMBLY OCCUPANCIES 21.OCCUPANT LOAD SIGN, WITH MINIMUM ONE-INCH LETTERS AND NUMBERS CONTRASTING WITH THEIR BACKGROUND, SHALL BE POSTED IN A CONSPICUOUS LOCATION NEAR THE MAIN EXIT PER CBC 1004.3 AND TITLE 19 3.30. WHERE MULTIPLE SEATING CONFIGURATIONS OR USES ARE ANTICIPATED, SEATING DIAGRAMS AND THEIR RESPECTIVE OCCUPANT LOADS MAY ALSO BE REQUIRED TO BE POSTED. 22.PANIC HARDWARE SHALL BE PROVIDED FOR ALL EXIT AND EXIT ACCESS DOORS IN ASSEMBLY OCCUPANCIES. SUCH DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL. DOORS EQUIPPED WITH PANIC HARDWARE SHALL HAVE NO OTHER LOCK OR LATCH EXCEPT PANIC HARDWARE. IF PANIC HARDWARE IS OMITTED ON THE MAIN DOOR WHEN PERMITTED BY CBC 1010.1.9.3, A SIGN STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS -INCH LETTERS CONTRASTING WITH THEIR BACKGROUND SHALL BE POSTED IN A OCCUPIED? CONSPICUOUS LOCATION ON OR ADJACENT TO THE DOOR AND THE DOOR SHALL BE EQUIPPED ONLY WITH A KEY-OPERATED LOCK THAT VISUALLY INDICATES WHETHER IT IS OPEN OR LOCKED. 23.TABLES SHALL BE SPACED AT LEAST 50 INCHES APART WHERE SEATING IS BACK TO BACK AND AISLE ACCESSWAYS SERVE MORE THAN 4 OCCUPANTS OR ARE LONGER THAN 6 FEET. AISLE WIDTHS SHALL BE A MINIMUM OF 36 INCHES WHERE SEATING IS ONLY ON ONE SIDE OF THE AISLE OR 42 INCHES FOR SEATING ON BOTH SIDES. WHERE SEATS BACK UP INTO AISLES, SEAT BACKS SHALL BE LOCATED AT 19 INCHES FROM THE TABLE EDGE AND THE CLEAR AISLE WIDTH SHALL BE MEASURED FROM THE BACK OF THE SEAT. CBC 1029.12 24.OPEN FLAME IN ASSEMBLY AREAS IS PROHIBITED EXCEPT AS SPECIFICALLY PERMITTED BY OCFA IN COMPLIANCE WITH CFC CHAPTER 3. EXTINGUISHING SYSTEMS 25.AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT THE BUILDING IN COMPLIANCE WITH CFC 903 AND THE APPLICABLE 2016 NFPA SPRINKLER STANDARD. REVIEW AND APPROVAL OF A SPRINKLER PLAN IS REQUIRED PRIOR TO INSTALLATION OR MODIFICATION. 26.AN AUTOMATIC EXTINGUISHING SYSTEM SHALL BE PROVIDED TO PROTECT COMMERCIAL-TYPE FOOD HEATING EQUIPMENT THAT PRODUCES GREASE-LADEN VAPORS AND SHALL COMPLY WITH 2016 CFC AND CMC AND 2009 NFPA 17A. REVIEW AND APPROVAL OF A HOOD AND DUCT EXTINGUISHING SYSTEM PLAN IS REQUIRED PRIOR TO INSTALLATION OR USE OF COOKING EQUIPMENT. ALARM AND MONITORING SYSTEMS 27.A FIRE ALARM SYSTEM SHALL BE PROVIDED IN COMPLIANCE WITH CBC/CFC 907 AND 2016 NFPA 72. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR APPROVAL PRIOR TO INSTALLATION OR MODIFICATION. 28.AUTOMATIC FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, WITH THE EXCEPTION OF THOSE LISTED IN CFC 903.4, SHALL BE MONITORED BY A UL LISTED CENTRAL ALARM STATION. HAZARDOUS MATERIALS, EQUIPMENT, AND PROCESSES 29.STORAGE, DISPENSING, OR USE OF ANY HAZARDOUS MATERIALS SHALL COMPLY WITH CBC 414 AND 415 AND CFC REGULATIONS. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE REVIEWED AND APPROVED BY THE OCFA PRIOR TO SUCH MATERIALS BEING BROUGHT ON SITE. APPROPRIATE HAZARDOUS MATERIALS WARNING SIGNS SHALL BE PROMINENTLY PLACED IN THE VICINITY/ENTRANCES TO AREAS WHERE HAZARDOUS MATERIALS ARE STORED IN QUANTITIES SUFFICIENT TO REQUIRE A CFC PERMIT. 30.HAZARDOUS PROCESSES AND EQUIPMENT (E.G., STORAGE TANKS, REFRIGERATION, VAPOR RECOVERY, SPRAY BOOTHS AND DRYING ROOMS, DIP TANKS, INDUSTRIAL OVENS, DUST COLLECTION SYSTEMS, MEDICAL/INDUSTRIAL GAS SYSTEMS, ETC) SHALL BE REVIEWED AND APPROVED BY THE OCFA PRIOR TO INSTALLATION. SUCH EQUIPMENT AND PROCESSES MAY REQUIRE SPECIFIC BUILDING FEATURES AND PROTECTION BEYOND WHAT IS IDENTIFIED ON THIS PLAN. 31.BATTERY SYSTEMS WITH MORE THAN 50 GALLONS OF ELECTROLYTE (AGGREGATE QUANTITY) REQUIRE REVIEW AND APPROVAL BY OCFA PRIOR TO INSTALLATION. 32.HIGH-PILED COMBUSTIBLE STORAGE SHALL BE IN ACCORDANCE WITH CFC CHAPTER 32. HIGH HAZARD MATERIALS CANNOT BE STORED HIGHER THAN 6 FEET AND OTHER MATERIALS CANNOT BE STORED HIGHER THAN 12 FEET WITHOUT FIRST SUBMITTING PLANS TO AND OBTAINING APPROVAL FROM THE OCFA. OTHER REQUIREMENTS 33.AT LEAST ONE EMERGENCY ESCAPE AND RESCUE WINDOW SHALL BE PROVIDED FOR EVERY SLEEPING ROOM BELOW THE FOURTH STORY IN R OCCUPANCIES, EXCEPT IN R-1/R-2 OF TYPE I, IIA, IIIA, OR IV CONSTRUCTION. ACCESS TO RESCUE OPENINGS SHALL BE IN ACCORDANCE WITH OCFA GUIDELINES B-09 AND E-04. VEGETATION, TOPOGRAPHY, FENCES/WALLS AND OTHER OBSTRUCTIONS SHALL NOT IMPEDE LADDERING OF RESCUE OPENINGS OR THE PATH OF FIREFIGHTER TRAVEL FROM THE FIRE LANE TO SUCH OPENINGS. CBC 1030, CFC 504.1 34.THE SMOKE CONTROL SYSTEM SHALL COMPLY WITH CBC/CFC 909 AND CFC REGULATIONS. REVIEW AND APPROVAL OF A RATIONAL ANALYSIS REPORT IS REQUIRED PRIOR TO COMMENCING CONSTRUCTION. ACCEPTANCE TESTING SHALL BE PERFORMED BY A QUALIFIED THIRD PARTY AND VERIFIED BY AN OCFA INSPECTOR PRIOR TO OCCUPANCY. 35.PROJECTS LOCATED WITHIN A D.O.G.G.R. FIELD BOUNDARY, NEAR AN OIL/GAS WELL OR SEEP, OR OTHER LOCATIONS WITH A POTENTIAL FOR COMBUSTIBLE SOIL GAS SHALL UNDERGO EVALUATION AND POSSIBLE MITIGATION AS DESCRIBED IN OCFA GUIDELINE C-03. 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net ACS.1 B PCC-1 DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba INTREPID GROUP AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF PD&C, INC. dba INTREPID GROUP. 1 PERMIT REVISION T W O N E W F L O W E R R O O M S A N D O N E N E W V E G R O O M 1 8 2 1 E . N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 2 PERMIT REV. PCC 105'-1" 89'-6" 54'-6" 111'-2" 26'-8" 18' 2' TYP.9' TYP. NO PARKING 18' 12'5' 9' 38' 3 2 1 4567891011121314 17-E A.6.1 28-B A.6.1 22 A.6.1 26 A.6.1 21 A6.1 4'-8" J LANDSCAPE J LANDSCAPE NOTE: THE STORAGE, USE AND HANDLING OF COMPRESSED GASSES IN COMPRESSED GAS CONTAINERS, CYLINDERS, TANKS AND SYSTEMS SHALL COMPLY WITH THE FIRE CODE CHAPTER 53 AND NFPA 55. COMPRESSED GAS CYLINDERS SHALL BE CLEARLY MARKED WITH THE NAME OF THE GAS CONTAINED THEREIN. FIRE CODE 5301.1 CYLINDERS CONTAINING CARBON DIOXIDE SHALL BEAR GRAY COLOR MARKINGS AND LABELS. 9' 4' 4' 5' EQ EQ 28-A A.6.1 6' 9'-8"14'-4" LOADING & UNLOADING OF SHIPMENTS MAIN ENTRANCE COMMON EXIT COMMON EXIT 16 8 . 5 0 ' 21 0 . 7 5 ' 125.00' 25 A.6.1 (E) FIRE HYDRANT. DISTANCE FROM WEST PROPERTY LINE TO HYDRANT = 20' HYDRANT SIZE: 6" X 4" X 2.5" DISTANCE TO ADJACENT HYDRANT: 260' (E) FIRE HYD R A N T . D I S T A N C E F R O M E A S T P R O P E R T Y L I N E T O HYDRANT = 1 0 8 ' HYDRANT SI Z E : 6 " X 4 " X 2 . 5 " (LOCATION O F H Y D R A N T I S A T N O R T H C O R N E R O F E . N E W P O R T C L . AND RITCHE Y S T . ) (N) MSB E 4400 lb Perma-Max Microbulk Tank & Skid T T 13' 11'-9" SITE PLAN NOTES PERIMETER CMU BLOCK WALL, 7'H. A.ALL WALKS AND SIDEWALKS SHALL BE 48" MIN. WIDTH. B.ALL WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60"X60" AT DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THATN 48" WIDE BY 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM WALK. C.THRESHOLDS AND CHANGES IN ELEVATION AT DOORWAYS SHALL COMPLY WITH SECTIONS 11B-303 & 11B-404.2.5. D.WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS ONE VERTICAL TO 20 UNITS HORIZONTAL. (5% GRADIENT), IT SHALL COMPLY WITH THE PROVISIONS OF SECTION 11B-405. E.LEVEL AREA OF WALKS SHALL EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK PER 11B-404 F.ALL ENTRANCE AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDING AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES PER 11B-402 G.ALL BUILDING AND FACILITY ENTRANCE THAT ARE ACCESSIBLE TO AND USABLE BY PERSON WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION PATHS PER 11B-402 H.WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND FUNCTIONAL SPACES OF BUILDING OR SITE, THEY SHALL COMPLY WITH 2016 CBC SECTION 11B-703. MEANS OF EGRESS SIGNS AND IDENTIFICATION FOR VISUAL EXIT SIGNS, GRAPHICS, ILLUMINATION, POWER SOURCE, TACTILE EXIT SIGNAGE, TACTILE STAIR LEVEL IDENTIFICATION AND SPECIAL EGRESS CONTROL DEVISES SHALL COMPLY WITH 2016 CBC SECTIONS 1013 &11B-216. A (E) SECURITY FENCING B (E) HVAC CONDENSING UNIT ON EXISTING UTILITY PAD SERVICING AT&T CELLULAR EQUIPMENT ROOM. C (E) ACCESSIBLE PARKING. SITE PLAN KEYNOTES CENTER LINE PROPERTY LINE A SHEET NUMBER: REVISIONS SITE PLAN SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 CONSULTANT: ACCESSIBLE PATH OF TRAVEL 1.A COMMON BARRIER FREE ACCESSIBLE ROUTE FROM THE PUBLIC SIDEWALK AND FROM THE NEAREST DISABLED PARKING SPACES THROUGH THE PRIMARY ENTRANCE OF THE BUILDING TO THE SPECIFIC AREA OF ALTERATION OR ADDITION AND INTO THE ACCESSIBLE TOILETS SERVING THE ALTERATION OR ADDITION. 2.AT LEAST 48" WIDE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1 2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1 4" VERTICAL. 3.THE PATH SURFACE IS SLIP RESISTANT, STABLE, FIRM AND SMOOTH. 4.PASSING SPACES AT LEAST 60"X60" ARE LOCATED NOT MORE THAN 200' APART. 5.CONTINUOUS GRADIENTS HAVE 60" LEVEL AREAS NOT MORE THAN 400' APART. 6.CROSS SLOPE DOES NOT EXCEED 2%. 7.SLOPE IN DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED AS A RAMP. 8.MAINTAIN PATH OF TRAVEL FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM, PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL OR EDGE AND 27" ABOVE FINISH GRADE. ARCHITECT PATH OF TRAVEL STATEMENT SITE PLAN LEGEND D (E) SHORT-TERM BICYCLE PARKING. PROVIDE BOLLARD STYLE ANCHORED RACK TO ACCOMMODATE 2 BICYCLES. E (E) LONG TERM BICYCLE STORAGE ENCLOSURE. MFG: CYCLESAFE OR APPROVED EQUAL. TO ACCOMMODATE 1 BICYCLE A E F F (E) EXTERIOR LED WALL PACK, TYP., MFG: RAB, MODEL: SLIM 10%. PAINT TO MATCH BUILDING. G (E) EXTERIOR RATED ELECTRICAL J-BOX FOR LANDSCAPE / UPLIGHTING. TYP. OF 2 I (E) CO2 TANK AND ASSOCIATED EQUIPMENT. I SITE PLAN SCOPE OF WORK A.NO SITE WORK. FOR PERMIT B C D G H (E) ROOF ACCESS LADDER. H SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 SITE PLAN SHOWN FOR REFERENCE ONLY. NO SITE WORK 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net A1.0 B PCC-1 SCALE: 1 8" = 1'-0" SITE PLAN N 1 PERMIT REVISION DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba INTREPID GROUP AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF PD&C, INC. dba INTREPID GROUP. T W O N E W F L O W E R R O O M S A N D O N E N E W V E G R O O M 1 8 2 1 E . N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 2 PERMIT REV. PCC 35'-3" EF 1 EF 1 EF 1 EF 1 SBR 1 SBR 1 SBR 1 SBR 1 EF 1 SBR 1 (N) 5-TON CONDENSING UNITS, SERVICE AREA: FLOWER-3 & 4 460V 3-PHASE. 8 COOLING ONLY, 1 HEAT PUMP OPER. WT. = 300 LBS. EA. 1 SD1 TYP. 10'-0 " M I N . EF 1 SBR 1 1 SD1 TYP. (N) 5-TON CONDENSING UNITS, SERVICE AREA: FLOWER-3 & 4 460V 3-PHASE. 8 COOLING ONLY, 1 HEAT PUMP OPER. WT. = 300 LBS. EA. (N) 5-TON HEAT PUMP, SERVICE AREA: VEG-2 460V 3-PHASE. OPER. WT. = 300 LBS. EA. 0 A 21 B C D E F A B C D E F 0 21 14'-2"5'-0"5'-0"5'-0"5'-0"5'-0" 7'-0" 1 SD1 TYP. 5 SD1 5 SD1 5 SD1 1.EXISTING ROOF INSULATION MEETS TITLE-24 PRESCRIPTIVE. 2.PER CITY OF SANTA ANA MUNICIPAL CODE, ROOF-MOUNTED MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE IN ANY DIRECTION FROM A PUBLIC RIGHT-OF-WAY OR ADJACENT RESIDENTIAL PROPERTY, AS MAY BE SEEN FROM A POINT SIX FEET ABOVE GROUND LEVEL. PROVIDE SCREENING AS REQUIRED BY THIS CODE. ROOF PLAN NOTES ROOF SCOPE OF WORK 1.(N) CO2 EXHAUST FANS WITH OZONE BASED ODOR CONTROL. AND ASSOCIATED MAKE-UP AIR INTAKE. SEE MECHANICAL DRAWINGS. 2.(N) ROOF MOUNTED CONDENSING UNITS. ROOF KEYNOTES (E) ROOF MOUNTED 12.5 TON HEAT PUMP PACKAGE UNITS TO REMAIN. UNIT TO BE USED TO CONDITION (N) VEG-2 ROOM. A (E) T.O. PARAPET 19'-10" A.F.S. A (E) ROOF ACCESS.B B SHEET NUMBER: REVISIONS ROOF PLAN SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 CONSULTANT: A C (E) TPO ROOFING INSTALLED DURING PHASE 1 CONSTRUCTION. (E) RIGID INSULATION MEETS TITLE-24 PRESCRIPTIVE. ANY NEW PHASE 2 ROOF PENETRATION/FLASHING/WATERPROOFING TO BE PERFORMED BY ORIGINAL INSTALLER IN ORDER TO MAINTAIN WARRANTY. C FOR PERMIT (N) CO2 EXHAUST FAN WITH OZONE BASED ODOR CONTROL, TYP. SEE MECHANICAL DRAWINGS. D D SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net AREA OF WORK AT ROOF AREA OF WORK AT ROOF A1.1 B PCC-1 SCALE: 3 16" = 1'-0" ROOF PLAN N 1 PERMIT REVISION DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba INTREPID GROUP AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF PD&C, INC. dba INTREPID GROUP. T W O N E W F L O W E R R O O M S A N D O N E N E W V E G R O O M 1 8 2 1 E . N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 AREA OF WORK AT ROOF AREA OF WORK AT ROOF 1 1 (N) ROOF MOUNTED HVAC CONDENSING UNITS, TYP.E E 1 E 2 PERMIT REV. PCC D 0 A 103'-5" 28 ' - 0 " 89 ' - 5 " 53'-4" 31'-5" 24 ' - 6 " 28'-5" 21 B C D E F 3'-0"22'-5"3'-0"46'-6" 3' - 0 " 10 ' - 6 " 50 ' - 1 1 " 9'-10"14'-2"12'-0" HB102.1 103.0 A B C D E F 0 21 1' - 1 1 " 17 ' - 2 " 2' - 1 " AT & T ELECTRICAL 109 38 ' - 0 " 67'-1" 5'-0" 30'-7" 23 ' - 7 " 14 ' - 0 " 32 ' - 5 " 5' - 2 " 32 ' - 5 " 16'-2" (E) LOBBY / CHECK-IN 100 350 SF (E) CANNABIS SHOWROOM 101 XXXX SF (N) TRIM ROOM 113 433 SF (N) STORAGE 112 299 SF (E) HALLWAY 1 107 146 SF (E) BREAKROOM 110 273 SF (E) HALLWAY 3 104 339 SF (E) WOMEN'S 105 80 SF (E) MEN'S 106 66 SF (E) SECURE STORAGE / B.O.H. 108 527 SF1-HR RATED CORRIDOR 1-HR RATED CORRIDOR 16 ' - 8 " 8'-5"7'-4"5'-0"10'-8"19'-11" 25'-0"6'-10" 8' - 4 " 8' - 1 " 5' - 3 " 24 ' - 1 0 " 7' - 0 " 17 ' - 1 1 " 17 ' - 0 " 13 ' - 5 " 2'-10"4'-0" 5' - 6 " 5'-4"10'-0"52'-11" 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 0101010101 01 01 0101010101 34'-0" (E) DRY ROOM 115 264 SF (E) VEG ROOM 116 817 SF (E) HALLWAY 4 103 460 SF 1-HR RATED CORRIDOR (E) FLOWER ROOM 2 118 1,690 SF (E) FLOWER ROOM 1 119 1,378 SF WH 1 MS 1 7'-4"FD 1 TYP. FD 1 TYP. (E) GROW SUPPORT 117 227 SF 105.0 100.2100.1 106.0 108.0 107.0 110.0 112.0 113.1 119.1 119.0 101.1 118.0 116.0 115.0 101.0 01 01 01 01 01 01 01 01 HB 1 2- T I E R R O W O F R A C K I N G 117.0 104.0 33 ' - 0 " 16'-01 2" 22 ' - 5 " 22 ' - 6 " 22 ' - 6 " 22 ' - 0 " 6'-1"5'-11" REF 109.0 DP 1 DP 1 DP 1 AC 1 AC 1 AC 1 AC 1 HB 1 1 HB 1 +18" GFI +18" GFI +18" GFI +18" GFI +18" GFI +18" GFI +18" GFI +18" GFI EF 1 EF 1 +18" GFI +18" GFI CU 1 CU 1 CU 1 CU 1 TYP. OF 12 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKING 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G GR 1 TYP. OF 14 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 14 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 14 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 14 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 14 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 14 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 14 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 14 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 14 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 14 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 DH 1 DH 1 DH 1 DH 1 F 1 F 1 F 1 F 1 F 1 F 1 AF 1 AF 1 EF 1 28 ' - 0 " 4'-5" 2-TIER ROW OF RACKING TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 10 PER 2-TIER ROW OF RACKING GL 1 4' - 0 " 26'-0" AF 1 AF 1 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 12 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 12 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 12 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 12 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 12 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 12 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 10 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 10 PER 2-TIER ROW OF RACKING GL 1 DH 1 DH 1 DH 1 F 1 F 1 F 1 F 1 2- T I E R R O W O F R A C K I N G GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 TYP. OF 3-TIER OF RACKINGGR 1 DH 1 DH 1 F 1 F 1 AC 1 F 1 F 1 F 1 DH 1 TYP. OF ONE, 3-TON UNIT FOR DRY ROOM. MOUNT TO EXTERIOR WALL. TYP. OF FOUR, 5-TON UNITS FOR VEG ROOM. MOUNT TO EXTERIOR WALL. TYP. OF SIX, 5-TON UNITS FOR FLOWER ROOM 1. MOUNT TO EXTERIOR WALL. TYP. OF 10, 5-TON UNITS FOR FLOWER ROOM 2. MOUNT TO EXTERIOR WALL. FD TYP. 1 D D D FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 CU 1 TYP. OF ONE, 1.5-TON UNIT FOR CLONE ROOM. MOUNT TO EXTERIOR WALL. 1-HR RATED CORRIDOR 1-HR RATED CORRIDOR 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 41 ' - 6 " CO2c 1 CO2c 1 CO2c 1 DP 1 CO2c 1 4'-2" +18" GFI +18" GFI +18" GFI +18" GFI +18" GFI +18" GFI +18" GFI F 1 TYP. OF 3-TIER OF RACKING TYP. OF 3-TIER OF RACKING TYP. OF 3-TIER OF RACKING TYP. OF 3-TIER OF RACKING TYP. OF 15 PER 3-TIER ROW OF RACKING TYP. OF 3-TIER OF RACKING TYP. OF 3-TIER OF RACKING TYP. OF 15 PER 3-TIER ROW OF RACKING TYP. OF 15 PER 3-TIER ROW OF RACKING TYP. OF 15 PER 3-TIER ROW OF RACKING TYP. OF 15 PER 3-TIER ROW OF RACKING TYP. OF 15 PER 3-TIER ROW OF RACKING TYP. OF 15 PER 3-TIER ROW OF RACKING FC 1 131 SF 2- T I E R R O W O F R A C K I N G TYP. OF 12 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 118.1 5' - 2 " FS 2 PROVIDE 2"H BERM AT FLOOR SINK. FS 2 PROVIDE 2"H BERM AT FLOOR SINK. FS 1 PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM AT FLOOR DRAIN. FS 1 PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM AT FLOOR DRAIN. PROVIDE 2"H BERM AT FLOOR DRAIN. PROVIDE 2"H BERM AT FLOOR DRAIN. 01 01 SHEET NUMBER: REVISIONS AS-BUILT / DEMO PLAN AS-BUILT / DEMOLITION PLAN LEGEND SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 07.02.24 CONSULTANT: AS-BUILT / DEMOLITION PLAN KEY NOTES (E) BUILDING SHELL TO REMAIN. (E) PARTITION WALLS TO REMAIN. AS-BUILT / DEMOLITION PLAN NOTES 1.PRIOR TO BID, CONTRACTOR SHALL VISIT THE SITE TO ADEQUATELY DETERMINE ALL PRE-EXISTING CONDITIONS AND THE FULL EXTENT OF ALL REQUIRED DEMOLITION. BY THE ACT OF SUBMITTING A BID, THE CONTRACTOR WILL BE DEEMED TO HAVE COMPLIED WITH FORGOING, TO HAVE ACCEPTED SUCH CONDITIONS, AND TO HAVE MADE ALLOWANCES THEREFORE IN PREPARING HIS BID. 2.CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 3.ELECTRICAL, MECHANICAL AND PLUMBING TO BE REMOVED TO THE FURTHEST TERMINATION POINT ON THE FLOOR. REMOVE ALL UNUSED DISCONNECTED HVAC, ELECTRICAL, PLUMBING AND PHONE/DATA CABLING ABOVE CEILING AND REMOVE TO THE FURTHEST POINT ON THE FLOOR. 4.CONTRACTOR TO COORDINATE REMOVAL AND STORAGE OF ALL EQUIPMENT AND FIXTURES WITH OWNER. 5.WHERE ANY PLUMBING, MECHANICAL, OR ELECTRICAL ITEMS, LINES, CONDUITS, PIPES, FIXTURES, ETC., HAVE BEEN REMOVED; PLUG AND CAP AS NECESSARY TO CONCEAL ABANDONED ITEMS, PATCH AND REPAIR AS NECESSARY. 6.CONTRACTOR TO PATCH AND REPAIR ANY DAMAGED PORTIONS OF THE BUILDING TO REMAIN. 7.THIS PLAN INDICATES A GENERAL DEMOLITION SCOPE OF WORK TO BE PERFORMED AND DOES NOT RELIEVE THE CONTRACTOR FROM OTHER INCIDENTAL DEMOLITION WORK REQUIRED TO COMPLETE THE BUILDING MODIFICATIONS AS SHOWN AND REQUIRED BY THE CONTRACT DOCUMENTS. 8.ANY ITEMS SALVAGED BY THE CONTRACTOR SHALL BE DISPOSED OF PROPERLY OFF-SITE AND IN AN EXPEDITIOUS MANNER. 9.PROTECT ALL PEDESTRIAN TRAFFIC AFFECTED BY THE DEMOLITION AND CONSTRUCTION WORK, AS SET FORTH IN THE BUILDING CODE. HEIGHT AND BARRICADE CONSTRUCTION, IF ANY TO BE DETERMINED BY THE LOCAL PUBLIC AGENCY. 10.IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION OR CONSTRUCTION, HE SHALL IMMEDIATELY STOP WORK AND NOTIFY OWNER. 11.DURING REMOVAL OF OVERHEAD ELEMENTS, PROVIDE PROPER PROTECTION FROM FALLING OBJECTS. 12.COMPLETE DEMOLITION IN AN ORDERLY AND CAREFUL MANNER. ENSURE THAT NO EXISTING CONSTRUCTION IS DISMANTLED, DEMOLISHED OR REMOVED WITHOUT KNOWING SPECIFICALLY WHAT IT IS, HOW IT SHOULD BE HANDLED, AND WHAT IMPACT ITS REMOVAL OR DEMOLITION MAY HAVE ON EXISTING CONSTRUCTION, STRUCTURE, AND BUILDING SERVICES. IF THERE ARE ANY QUESTIONS CONCERNING THE DEPOSITION OF EXISTING CONSTRUCTION ENCOUNTERED, NOTIFY ARCHITECT IN WRITING BEFORE PROCEEDING. ASSUME ALL RESPONSIBILITY AND LIABILITY, INCLUDING RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF ALL WORK. CONSEQUENTIAL DAMAGES RESULTANT OF FAILURE TO PROCEED WITHOUT REASONABLE CAUTION. 13.CEASE OPERATIONS AND NOTIFY OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS ENDANGERED. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED AND ASSURED. 14.THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED BY CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. 15.UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL PROVIDE THAT ALL AREAS ARE LEFT BROOM CLEAN. 16.MAINTAIN A FULLY CHARGED FIRE EXTINGUISHER READILY AVAILABLE DURING ALL DEMOLITION OPERATIONS. EXISTING NON-BEARING/NON-SHEAR WALLS TO BE REMOVED. CONTRACTOR TO VERIFY NON-BEARING STATUS OF WALLS. EXISTING DISPLAY SHELVING TO BE REMOVED. EXISTING DOOR TO REMAIN. EXISTING DOOR TO BE REMOVED. A CONSTRUCTION WASTE NOTES 1.CONSTRUCTION WASTE MANAGEMENT PLAN. WHERE A LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN THAT: 1.1.IDENTIFIES THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY EFFICIENT USAGE, RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE. 1.2.DETERMINES IF CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON-SITE (SOURCE-SEPARATED) OR BULK MIXED (SINGLE STREAM). 1.3.IDENTIFIES DIVERSION FACILITIES WHERE CONSTRUCTION AND DEMOLITION WASTE MATERIAL COLLECTED WILL BE TAKEN. 1.4.SPECIFIES THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATERIALS DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. 2.WASTE MANAGEMENT COMPANY. UTILIZE A WASTE MANAGEMENT COMPANY THAT CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION AND DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH THIS SECTION. 3.THE OWNER OR CONTRACTOR SHALL MAKE THE DETERMINATION IF THE CONSTRUCTION AND DEMOLITION WASTE MATERIAL WILL BE DIVERTED BY A WASTE MANAGEMENT COMPANY. 4.EXCEPTIONS TO CALGREEN SECTIONS 5.408.1.1 AND 5.408.1.2: 4.1.EXCAVATED SOIL AND LAND-CLEARING DEBRIS. 4.2.ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST. 4.3.DEMOLITION WASTE MEETING LOCAL ORDINANCE OR CALCULATED IN CONSIDERATION OF LOCAL RECYCLING FACILITIES AND MARKETS. 5.WASTE STREAM REDUCTION ALTERNATIVE. THE COMBINED WEIGHT OF NEW CONSTRUCTION DISPOSAL THAT DOES NOT EXCEED TWO POUNDS PER SQUARE FOOT OF BUILDING AREA MAY BE DEEMED TO MEET THE 65% MINIMUM REQUIREMENT AS APPROVED BY THE ENFORCING AGENCY. 6.DOCUMENTATION. DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH CALGREEN SECTIONS 5.408.1.1, THROUGH 5.408.1.3. THE WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND SHALL BE ACCESSIBLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. 6.1.SAMPLE FORMS FOUND IN "A GUIDE TO THE CALIFORNIA GREEN BUILDING STANDARDS CODE (NONRESIDENTIAL)" LOCATED AT WWW.BSC.CA.GOV/HOME/CALGREEN.ASPX MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THE WASTE MANAGEMENT PLAN. 6.2.MIXED CONSTRUCTION AND DEMOLITION DEBRIS PROCESSORS CAN BE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING AND RECOVERY (CALRECYCLE). FOR PERMIT SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net (E) DISPLAY SHELVING AND FIXTURES TO BE REMOVED. (E) SINGLE USER RESTROOM TO BE REMOVED. CAP ALL PLUMBING PER CODE. (E) REFRIGERATED DISPLAY TO BE REMOVED AND RELOCATED. PROTECT ITEM FROM DAMAGE. (E) ALTERNATE ENTRANCE TO BE REMOVED. PREPARE OPENING TO BE FILLED. A1.2 B PCC-1 SCALE: 3 16" = 1'-0" AS-BUILT / DEMO FLOOR PLAN N 1 PERMIT REVISION (E) CEILING MOUNTED ITEMS TO BE REMOVED. TO INCLUDE BUT NOT LIMITED TO "COOKIES" SIGN, DUCTWORK, LIGHTING, SOFFITS, ETC. AREA OF WORK AR E A O F W O R K AR E A O F W O R K AR E A O F W O R K AR E A O F W O R K AREA OF WORK DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba INTREPID GROUP AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF PD&C, INC. dba INTREPID GROUP. T W O N E W F L O W E R R O O M S A N D O N E N E W V E G R O O M 1 8 2 1 E . N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 1 1 2 PERMIT REV. PCC 0 A 103'-5" 28 ' - 0 " 89 ' - 5 " 53'-4" 24'-8" 24 ' - 6 " 28'-5" 21 B C D E F 3'-0"13'-5"5'-4"34'-0" 3' - 0 " 10 ' - 6 " 50 ' - 1 1 " 9'-10"14'-2"12'-0" HB102.1 103.0 A B C D E F 0 21 1' - 1 1 " 17 ' - 2 " 2' - 1 " AT & T (E) ELECTRICAL 109 38 ' - 0 " 23'-111 8" 5'-0"30'-7" 23 ' - 7 " 14 ' - 0 " 32 ' - 5 " 5' - 2 " 32 ' - 5 " 16'-2" (N) FLOWER ROOM 4 101 1,244 SF (E) HALLWAY 1 107 201 SF (E) BREAKROOM 110 273 SF (E) HALLWAY 3 104 339 SF (E) WOMEN'S 105 80 SF (E) MEN'S 106 66 SF (E) SECURE STORAGE / B.O.H. 108 527 SF(E) 1-HR RATED CORRIDOR (E) 1-HR RATED CORRIDOR 8'-5"7'-4"5'-0"10'-8"19'-11" 25'-5"6'-10" 8' - 4 " 8' - 1 " 5' - 3 " 24 ' - 1 0 " 7' - 0 " 17 ' - 1 1 " 17 ' - 0 " 13 ' - 5 " 2'-10" 4'-0" 5' - 6 " 5'-4"10'-0"44'-10"34'-0" (E) DRY ROOM 1 115 264 SF (E) HALLWAY 4 103 642 SF (E) 1-HR RATED CORRIDOR (E) FLOWER ROOM 2 118 1,781 SF (E) FLOWER ROOM 1 119 1,355 SF 3C 1 WH 1 MS 1 FS2 39'-2" TYP. FS 1 FS 1 (E) GROW SUPPORT 117 330 SF 101.1 105.0 106.0 108.0 107.0 110.0 112.0 119.1 119.0 120.0 116.0115.0 102.0 HB 1 117.0 104.0 33 ' - 0 " 24'-7" 22 ' - 5 " 22 ' - 6 " 22 ' - 6 " 22 ' - 0 " REF FS 2 DP 1 DP 1 DP 1 AC 1 AC 1 HB 1 1 HB 1 EF 1 EF 1 CU 1 CU 1 CU 1 CU 1 F 1 F 1 F 1 F 1 F 1 AF 1 AF 1 EF 1 28 ' - 0 " 6'-9" 4' - 0 " 24'-0" AF 1 AF 1 F 1 AC 1 F 1 F 1 F 1 FS 2 TYP. OF ONE, 5-TON UNIT FOR DRY ROOM. MOUNT TO EXTERIOR WALL. TYP. OF FOUR, 5-TON UNITS FOR VEG ROOM. MOUNT TO EXTERIOR WALL. TYP. OF SIX, 5-TON UNITS FOR FLOWER ROOM 1. MOUNT TO EXTERIOR WALL. TYP. OF 8, 5-TON UNITS FOR FLOWER ROOM 2. MOUNT TO EXTERIOR WALL. FD 1 D D D FC 1 (E) 1-HR RATED CORRIDOR (E) 1-HR RATED CORRIDOR 41 ' - 6 " CO2c 1 CO2c 1 CO2c 1 DP 1 CO2c 1 4'-2" F 1 TYP. OF 3-TIER OF RACKING 131 SF 5' - 2 " TYP. OF 3/ROW OF RACKING (E) DRY ROOM 2 / HARVEST STORAGE AREA 120 257 SF TYP. OF 2/ROW OF RACKING F 2 F 2 TYP. OF 2/ROW OF RACKING F 2 118.0 FD 1 FD PROVIDE 2"H BERM SURROUNDING FLOOR DRAIN. 1 8' - 5 " DH 1 NOTE: TANKS LOCATED WITHIN THIS ROOM ARE REQUIRED TO BE SURROUNDED BY A CONTAINMENT CURB. F 1 F 1 F 1 F 1 PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM SURROUNDING FLOOR DRAIN. PROVIDE 2"H BERM SURROUNDING FLOOR DRAIN. PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM AT FLOOR SINK. 23 ' - 7 " 7'-7" T 1 T 1 T 2 T 2 T 2 P 1 P 1 P 1 P 1 P 1 5'-0" 7" F 1 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKINGGL 1 F 1 DH 1 2- T I E R R O W O F R A C K I N G GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 TYP. OF 3-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G TYP. OF 3-TIER OF RACKING TYP. OF 3-TIER OF RACKING TYP. OF 3-TIER OF RACKING TYP. OF 5 PER 2-TIER ROW OF RACKING TYP. OF 2-TIER OF RACKING F 2 TYP. OF 3/ROW OF RACKING F 220 ' - 0 " TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKINGGL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKINGGL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKINGGL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKINGGL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKINGGL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKINGGL 1 TYP. OF 5 PER 2-TIER ROW OF RACKING TYP. OF 5 PER 2-TIER ROW OF RACKING TYP. OF 5 PER 2-TIER ROW OF RACKING TYP. OF 5 PER 2-TIER ROW OF RACKING CU 1 TYP. OF 1, 5-TON UNITS FOR DRY ROOM 2. MOUNT TO EXTERIOR WALL. DH 1 DH 1 FC 1 FC 1 DH 2 DH 1 DH 1 FC 1 FC 1 FC 1 7'-7"10'-0" (E) HALLWAY 4 103 1-HR RATED CORRIDOR 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKINGGL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKINGGL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKINGGL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKINGGL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKINGGL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKINGGL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKINGGL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKINGGL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKINGGL 1 TYP. OF 2-TIER OF RACKINGGR 1 21 ' - 1 1 " FC 1 FC 1 FC 1 DH 2 FC 1 DH 1 FC 1 FC 1 DH 2 FC 1 DH 2 FC 1 FC 1 FC 1 DH 1 DH 1 DH 1 FC 1 FC 1 DH 1 DH 2 FC 1 (N) TRIM ROOM 113 433 SF AF 1 DH 1 (E) VEG ROOM 116 817 SF (E) MSB (E) T (E) T DP 1 CO2c 1 (N) FLOWER ROOM 3 114 1,246 SF 114.0 FD 1 24'-8" 4'-3" 7' - 4 " FS 1 PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM AT TRENCH DRAIN. 2 S1 TYP. 4 S1 TYP. 7' - 4 " (N) VEG 2 102 841 SF 3- T I E R R O W O F RA C K I N G 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 FD 1 PROVIDE 2"H BERM AT TRENCH DRAIN. 4'-2" EF 1 EF 1 EF 1 18 LIGHTS PER 3-TIER ROW OF RACKINGGL 1 GR 1 3- T I E R R O W O F RA C K I N G 18 LIGHTS PER 3-TIER ROW OF RACKINGGL 1 GR 1 3- T I E R R O W O F RA C K I N G 18 LIGHTS PER 3-TIER ROW OF RACKINGGL 1 GR 1 FS 1 PROVIDE 2"H BERM AT FLOOR SINK. FS 1 PROVIDE 2"H BERM AT FLOOR SINK. 6' - 1 " (N) STORAGE 112 299 SF 16'-8" FD 1 PROVIDE 2"H BERM AT TRENCH DRAIN. FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 DH 2 DH 1 DH 1 DH 1 DH 1 DH 1 DH 1 DH 1 DH 2 DH 2 DH 2 F 1 F 1 F 1 F 1 F 2 DH 1 DH 1 DH 1 4'-10" AF 1 AF 1 (E) 1-HR RATED CORRIDOR 4 SD1 TYP. (N) (N) (N) 1 A6.2 6, 8 A6.1 6, 8 A6.1 6, 8 A6.1 113.0 107.1 101.0 114.1 30 ' - 0 " 17 A6.0 4 A6.0 11 A6.017 A6.0 2 A6.2 2 A6.2 4 SD1 TYP. 4 SD1 TYP. MAIN ENTRANCE SHEET NUMBER: REVISIONS FLOOR PLAN FLOOR PLAN LEGEND FLOOR PLAN KEY NOTES EXISTING ELECTRICAL MAIN SWITCHBOARD. TO ACCOMMODATE ELECTRICAL REQUIREMENTS FOR THIS SCOPE OF WORK. SEE ELECTRICAL DRAWINGS. SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 CONSULTANT: SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 (E) BUILDING SHELL TO REMAIN. (E) EXIT SIGN. BATTERY BACKED. (E) PARTITION WALL TO REMAIN. 10X.X DOOR NUMBER (SEE DOOR SCHEDULE SHEET A.5.0) NEW EMERGENCY LIGHT FIXTURE. BATTERY BACKED. WALL OR CEILING MOUNT. MFG: EELP MODEL: EM20-E-LED OR APPROVED EQUAL. SEE ELECTRICAL DRAWINGS. (E) 1-HOUR FIRE RATED CORRIDOR. 11/A.6.0 FOR EXISTING CONDITION. RATED CORRIDOR TO BE MAINTAINED DURING CONSTRUCTION. (E) FIRE EXTINGUISHER, 20 LB., 2A20BC, UL RATED FIRE EXTINGUISHER. K (E) FIRE DEPARTMENT KNOX BOX. INSTALLED 5'-6" A.F.G. A FIRE SEPARATION ANALYSIS PER 2022 CBC TABLE 508.4 EXISTING ALTERATIONS INTERIOR SUITE SEPARATION WALLS: N/A N/A EXTERIOR WALLS:1-HOUR 1-HOUR PARTITION WALL WITHIN OCCUPANCIES:NON-RATED NON-RATED DEMISING WALLS BETWEEN OCCUPANCIES:N/A N/A EGRESS CORRIDORS (SEE 1-HR RATED CORRIDORS ON PLANS):1-HOUR 1-HOUR (N) MODIFICATION OF EXISTING 1-HOUR RATED CORRIDOR. SEE DETAIL 11/A6.0 PLUMBING FIXTURE ANALYSIS (2022 CPC) TYPE OF OCCUPANCY TOTAL SQUARE FOOTAGE OCCUPANT LOAD FACTOR OCCUPANT LOAD PLUMBING FIXTURE EXISTING PLUMBING FIXTURE REQUIRED LAVATORY WATER CLOSET URINAL DRINKING FOUNTAIN SERVICE SINK LAVATORY WATER CLOSET URINAL DRINKING FOUNTAIN SERVICE SINK M W M W M W M W - F 10,400 1 / 500 21 1 1 1 1 --1 1 1 1 1 0 0 1 XXX X PROCESS EQUIPMENT NUMBER. SEE SHEET A.5.0 EQUIPMENT SCHEDULE. HB (N) CITY WATER HOSE BIB. SEE PLUMBING DRAWINGS. DOOR REQUIRING CARD KEY ACCESS. FLOOR PLAN SCOPE OF WORK 1.PHASE 3 CONVERSION OF EXISTING RETAIL SPACE INTO CANNABIS CULTIVATION. (N) CULTIVATION ELECTRICAL POWER AND LIGHTING SUBPANEL. SEE ELECTRICAL DRAWINGS. REFRIGERATED DISPLAY TO BE RELOCATED TO LOCATION SHOWN. PROVIDE GYP. BD. OVER METAL STUD SURROUND TO MATCH EXISTING. FOR PERMIT FIRE DEPARTMENT NOTES 1.FIRE DEPARTMENT VEHICULAR ACCESS ROADS MUST BE INSTALLED AND MAINTAINED IN A SERVICEABLE MANNER PRIOR TO AND DURING THE TIME OF CONSTRUCTION. 2.APPROVED BUILDING ACCESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR ALPHABET LETTERS, AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCHES. FIRE CODE 505.1. 3.AN APPROVED KEY BOX, LISTED IN ACCORDANCE WITH UL 1037 SHALL BE PROVIDED AS REQUIRED BY FIRE CODE 506. THE LOCATION OF EACH KEY BOX SHALL BE DETERMINED BY THE FIRE INSPECTOR. 4.PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM AS SET FORTH BY CBC 903 AND FIRE CODE 903. PLANS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION REASON:_______EXISTING BUILDING SPRINKLERED__________________________ TYPE OF FIRE SPRINKLER SYSTEM: 903.3.1.1. 5.THE MEANS OF EGRESS, AND EXIT DISCHARGE, SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH A LIGHT INTENSITY NOT LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL. CBC 1006.2. 6.EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. CBC 1008.1.9. 7.PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN LOCATIONS REQUIRED BY FIRE CODE 906. 8.THE STORAGE, USE AND HANDLING OF COMPRESSED GASSES IN COMPRESSED GAS CONTAINERS, CYLINDERS, TANKS AND SYSTEMS SHALL COMPLY WITH THE FIRE CODE CHAPTER 53 AND NFPA 55. 9.COMPRESSED GAS CYLINDERS SHALL BE CLEARLY MARKED WITH THE NAME OF THE GAS CONTAINED THEREIN. FIRE CODE 5301.1 CYLINDERS CONTAINING CARBON DIOXIDE SHALL BEAR GRAY COLOR MARKINGS AND LABELS. 10.CO2 SYSTEMS SHALL BE INSTALLED SO THE STORAGE TANKS, CYLINDERS, PIPING, AND FITTINGS ARE PROTECTED FROM DAMAGE BY OCCUPANTS DURING NORMAL FACILITY OPERATIONS. FIRE CODE 5307.3.1. 11.OPERATIONAL PERMITS SHALL BE OBTAINED FOR ANY CO2 ENRICHMENT SYSTEMS UTILIZING MORE THAN 100 POUNDS (874 CUBIC FEET AT NTP) OF CO2 AND CO2 ENRICHMENT SYSTEMS WITH ANY QUANTITY OF CO2 HAVING A REMOTE FILL CONNECTION. FIRE CODE 105.6.4.1 12.A CONSTRUCTION (BUILDING) PERMIT IS REQUIRED FOR THE INSTALLATION OF THE GAS DETECTION SYSTEM. FIRE CODE 105.7.19. 13.WET LOCATIONS: GROW ROOMS WILL BE CONSIDERED DAMP/WET LOCATIONS AS THEY ARE SUBJECT TO WASH DOWN AND SUBJECTED TO HIGH HUMIDITY. INDOOR WET LOCATION WIRING METHODS SHALL MEET THE REQUIREMENTS OF THE CEC ARTICLE 300.3 (D) WHEN HUMIDITY IS LEFT UNCONTROLLED >50%. 14.CIRCUIT INTERRUPTERS: GROUND FAULT INTERRUPTERS ARE REQUIRED FOR PERSONNEL PROTECTION IN THE WET LOCATIONS. 15.NM CABLES: NM CABLE (ROMEX) IS NOT ALLOWED FOR THE USE IN WET LOCATIONS (I.E., GROW ROOMS) PER THE CEC ARTICLE 334.10. 16.PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN LOCATIONS AS REQUIRED BY FIRE CODE 906. 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net (N) 4 1 2 " INSULATED PANEL. SEE 2/A6.2 FOR DETAILS. (N) FULL HEIGHT DEMISING WALL. SEE 4/A6.0 FOR DETAIL. OCCUPANT LOAD CALCULATION (TOTAL BUILDING) ROOM NO.ROOM USE OCC. TYPE LOAD FACTOR GROSS FLOOR AREA OCC. LOAD 100 ----- 101 (N) FLOWER ROOM 4 F-1 100 1,244 13 102 (N) VEG ROOM 2 F-1 100 841 9 103 (E) HALLWAY 4 F-1 100 642 SF 7 104 (E) HALLWAY 3 F-1 100 339 SF 4 105 (E) WOMEN'S RESTROOM -N/A 80 SF - 106 (E) MEN'S RESTROOM -N/A 66 SF - 107 (E) HALLWAY 1 F-1 100 201 SF 3 108 (E) SECURE STORAGE / BACK OF HOUSE F-1 100 527 SF 6 109 (E) ELECTRICAL ROOM F-1 100 131 SF 2 110 (E) BREAK ROOM F-1 15 NET 273 SF 18 112 (E) STORAGE F-1 100 299 SF 3 113 (N) TRIM ROOM F-1 100 433 SF 5 114 (N) FLOWER ROOM 3 F-1 100 1,246 SF 13 115 (E) DRY ROOM F-1 100 264 SF 3 116 (E) VEG ROOM F-1 100 817 SF 9 117 (E) GROW SUPPORT ROOM F-1 100 330 SF 4 118 (E) FLOWER ROOM 2 F-1 100 1,642 SF 17 119 (E) FLOWER ROOM 1 F-1 100 1,274 SF 13 120 (E) DRY ROOM 2 F-1 100 257 SF 3 TOTALS:10,400 SF 132 THIS SCOPE OF WORK ROOM #ROOM NAME ROOM VOLUME (CUBIC FT.)AT GRADE LEVEL 116 VEG 1 14,229 YES 102 VEG 2 8,820 YES 118 FLOWER - 2 29,563 YES 119 FLOWER - 1 22,372 YES 114 FLOWER - 3 25,249 YES 101 FLOWER - 4 12,840 YES AIR MOVEMENT IN CORRIDORS CORRIDORS SHALL NOT SERVE AS SUPPLY, RETURN, EXHAUST, RELIEF OR VENTILATION AIR DUCT WHEN REQUIRED TO BE FIRE RESISTIVE RATED IN ACCORDANCE WITH TABLE 1017.1. ROOM NAME UNIT OF CANOPY MEASURE IN SQ. FT. (A) NUMBER OF ROWS (B) NUMBER OF TIERS (C) SQUARE FOOT OF CANOPY (A x B x C) FLOWER - 1 24' x 4' = 96 SF 8 2 1,536 FLOWER - 2 28' x 4' = 112 SF 9 2 2,016 FLOWER - 3 40' x 4' = 160 SF 5 2 1,600 FLOWER - 4 44' x 4' = 160 SF 5 2 1,600 TOTALS:7,168 SF CANOPY CULTIVATION CALCULATIONS ROOM NAME LIGHTS PER UNIT OF CANOPY MEASURE (A) NUMBER OF ROWS (B) NUMBER OF TIERS (C) TOTAL NUMBER OF LIGHTS (A x B x C) AGGREGATE WATTAGE (645 WATTS EA. LIGHT) WATTS / SF CANOPY FLOWER - 1 6 9 2 108 69,660 40.31 FLOWER - 2 7 10 2 140 90,300 40.31 FLOWER - 3 10 5 2 100 65,000 40.63 FLOWER - 4 10 5 2 100 65,000 40.63 TOTALS:380 289,960 CANOPY LIGHTING CALCULATIONS ROOM NAME LIGHTS PER ROW NUMBER OF ROWS (B) NUMBER OF TIERS (C) TOTAL NUMBER OF LIGHTS (A x B x C) AGGREGATE WATTAGE (345 WATTS EACH) - VEG 1 5 7 2 70 24,150 - VEG 2 6 3 3 54 35,100 TOTALS:133 59,250 VEG LIGHTING CALCULATIONS CO2 ENRICHMENT ROOM SCHEDULE FLOOR PLAN NOTES A.ALL FINISHED PARTITIONS SHALL BE PLUMB, STRAIGHT AND TRUE AND SHALL HAVE TAPED JOINTS, FLUSH AND SMOOTH. B.PROVIDE BACKING IN WALLS FOR WALL HUNG FIXTURES AND CABINETS AS REQUIRED. C.CONTRACTOR TO SUBMIT SUBMITTALS OF ALL (FINISHES, PLUMBING FIXTURES, ELECTRICAL COMPONENTS, DOOR HARDWARE AND LIGHT FIXTURES) TO ARCHITECT FOR WRITTEN APPROVAL PRIOR TO ORDERING MATERIAL. IF SUBMITTALS ARE NOT SUBMITTED AND APPROVED IN WRITING THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPLACEMENT. D.SUBMIT CUT-SHEET OR ACTUAL DOOR SAMPLE FOR APPROVAL PRIOR TO PURCHASE OR FABRICATION OF DOORS, HARDWARE SCHEDULE. E.MAXIMUM DOOR OPERATION PRESSURE FOR INTERIOR DOORS SHALL BE 5LBS. F.DOOR HARDWARE SHALL BE PUSH-PULL OR OTHER TYPE WITH DOES NOT REQUIRE GRASPING AND TURNING. G.CONTRACTOR SHALL FURNISH AND INSTALL ALL DOORS, HARDWARE AND FRAMES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. H.ALL DOORS SHALL HAVE WALL OR FLOOR STOPS TO PREVENT DAMAGE TO DOOR, HARDWARE OR ADJACENT WALL SURFACES. I.CONTRACTOR TO VERIFY ALL KEY REQUIREMENTS WITH LANDLORD/OWNER AND SHALL COORDINATE BUILDING STANDARD CYLINDERS AND KEYWAYS AS REQUIRED. J.ALL DOORS SPECIFIED SHALL BE FINISHED ON BOTH FACES AND ON THE HINGED AND STRIKE EDGES, TOP AND BOTTOM EDGES UNFINISHED. K.ALL PARTITIONS ARE DIMENSIONED FINISH TO FINISH. L.EVERY REQUIRED EXIT DOORWAY MUST BE OF A SIZE TO PERMIT THE INSTALLATION OF A 3'-0" BY 6'-8" DOOR MINIMUM. A MINIMUM CLEAR WIDTH OF 32" MUST BE PROVIDED. (2022 CBC 1008.1.1) M.CONTRACTOR/TENANT MUST COMPLY WITH (2022 CBC 1011.5, AND 1011.6) FOR EXIT SIGN GRAPHICS, ILLUMINATION, AND POWER SOURCE. N.CONTRACTOR TO PROVIDE EXIT SIGNS READILY VISIBLE TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. EXIT SIGNS SHALL BE PROPERLY ILLUMINATED. (2022 CBC 1011.5, 1011.6) O.ALL DIMENSIONS ARE TO BE VERIFIED ON SITE BY ALL VENDORS AND CONTRACTORS. THIS SCOPE OF WORK -DELETED- A1.3 B PCC-1 FLOOR MOUNTED DRAINS TO RECEIVE 2"H FLEXIBLE BERM TO PREVENT UNWANTED SUBSTANCES FROM ENTERING THE SANITARY SEWER. GROW RACKS UNDER DEFERRED SUBMITTAL. THIS SCOPE OF WORK THIS SCOPE OF WORK THIS SCOPE OF WORK THIS SCOPE OF WORK SCALE: 3 16" = 1'-0" FLOOR PLAN N AREA OF WORK AR E A O F W O R K AR E A O F W O R K AR E A O F W O R K AR E A O F W O R K AREA OF WORK DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba INTREPID GROUP AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF PD&C, INC. dba INTREPID GROUP. (N) DOOR. SEE A5.0 DOOR SCHEDULE. 1 1 1 PERMIT REVISION 1 1 1 1 1 2 PERMIT REV. PCC 0 A 103'-5" 28 ' - 0 " 89 ' - 5 " 53'-4" 24'-8" 24 ' - 6 " 28'-5" 21 B C D E F 3'-0"13'-5"5'-4"34'-0" 3' - 0 " 10 ' - 6 " 50 ' - 1 1 " 9'-10"14'-2"12'-0" HB102.1 103.0 A B C D E F 0 21 1' - 1 1 " 17 ' - 2 " 2' - 1 " AT & T (E) ELECTRICAL 109 38 ' - 0 " 5'-0"30'-7" 23 ' - 7 " 14 ' - 0 " 32 ' - 5 " 5' - 2 " 32 ' - 5 " 16'-2" (N) FLOWER ROOM 4 101 1,244 SF (E) HALLWAY 1 107 201 SF (E) BREAKROOM 110 273 SF (E) HALLWAY 3 104 339 SF (E) WOMEN'S 105 80 SF (E) MEN'S 106 66 SF (E) SECURE STORAGE / B.O.H. 108 527 SF(E) 1-HR RATED CORRIDOR (E) 1-HR RATED CORRIDOR 8'-5"7'-4"5'-0"10'-8"19'-11" 25'-5"6'-10" 8' - 4 " 8' - 1 " 5' - 3 " 24 ' - 1 0 " 7' - 0 " 17 ' - 1 1 " 17 ' - 0 " 13 ' - 5 " 2'-10" 4'-0" 5' - 6 " 5'-4"10'-0"44'-10"34'-0" (E) DRY ROOM 1 115 264 SF (E) HALLWAY 4 103 642 SF (E) 1-HR RATED CORRIDOR (E) FLOWER ROOM 2 118 1,781 SF (E) FLOWER ROOM 1 119 1,355 SF 39'-2" (E) GROW SUPPORT 117 330 SF 101.1 105.0 106.0 108.0 107.0 110.0 112.0 119.1 119.0 120.0 116.0115.0 102.0 117.0 104.0 33 ' - 0 " 24'-7" 22 ' - 5 " 22 ' - 6 " 22 ' - 6 " 22 ' - 0 " REF (E) 1-HR RATED CORRIDOR (E) 1-HR RATED CORRIDOR 41 ' - 6 " 4'-2" 131 SF 5' - 2 " (E) DRY ROOM 2 / HARVEST STORAGE AREA 120 257 SF 118.0 8' - 5 " 23 ' - 7 " 7'-7" 5'-0" 7" 7'-7"10'-0" (E) HALLWAY 4 103 1-HR RATED CORRIDOR 21 ' - 1 1 " (N) TRIM ROOM 113 433 SF (E) VEG ROOM 116 817 SF (E) MSB (E) T (E) T (N) FLOWER ROOM 3 114 1,246 SF 114.0 35'- 8 " 125 ' - 4 " 73'-8" 69'- 1 0 " 93'- 8 " 47'-6" (N) VEG 2 102 841 SF (N) STORAGE 112 299 SF 4'-10" (E) 1-HR RATED CORRIDOR MA X I M U M D I A G O N A L D I S T A N C E = 5 6 ' - 6 " EX I T S E P A R A T I O N D I S T . = 3 1 ' - 6 " EX I T S E P A R A T I O N O F 1 2 O F 5 6 ' - 6 " = 2 8 ' - 3 " R E Q . S E P A R A T I O N MA X I M U M D I A G O N A L D I S T A N C E = 5 6 ' - 6 " EX I T S E P A R A T I O N D I S T . = 5 1 ' - 0 " EX I T S E P A R A T I O N O F 1 2 O F 5 6 ' - 6 " = 2 8 ' - 3 " R E Q . S E P A R A T I O N (N) (N) (N) 113.0 107.1 101.0 114.1 30 ' - 0 " SHEET NUMBER: REVISIONS EXIT ANALYSIS FLOOR PLAN LEGEND SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 CONSULTANT: COMMON PATH OF EGRESS TRAVEL REQUIRED EXIT WIDTH NUMBER OF OCC. STAIR WIDTH REQ. (OCC X 0.3) DOOR WIDTH (OCC. X 0.2) 2022 CBC SECTION 1005.3.2 STAIR WIDTH PROVIDED NUMBER OF EXITS PROVIDED DOOR WIDTH PROVIDED 132 N/A 26.4"N/A 5 160" EXIT ANALYSIS NOTES A.PER 2022 CBC TABLE 1017.2, TRAVEL DISTANCE SHALL NOT EXCEED 200' TO AN EXIT DOOR. B.COMMON PATH OF EXIT TRAVEL SHALL NOT EXCEED 75' FOR 'F' OCCUPANCIES. C.PROVIDE MEANS OF EGRESS LIGHTING WITH EMERGENCY POWER SUPPLY. CBC 1008.3. SPECIFY 0.2 FOOT CANDLE DURING THE PERFORMANCE AND THAT THE ILLUMINATION IS AUTOMATICALLY LIT TO 1 FOOT CANDLE WHEN ACTIVATED. CBC 1008.2 D.EXIT SIGNS TO BE PROVIDED WITH AUXILIARY POWER SOURCE OR BATTERY BACKUP. E.PROJECT ELECTRICAL PLANS SHALL INDICATE THAT THE MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 FOOT CANDLE AT THE WALKING SURFACE. CBC SECTION 1008.2.1 A FOR PERMIT FLOOR PLAN KEY NOTES (E) TACTILE EGRESS SIGN. SEE 8/A.6.1 SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net (E) BUILDING SHELL TO REMAIN. (E) EXIT SIGN. BATTERY BACKED. (E) PARTITION WALLS. 10X.X DOOR NUMBER (SEE DOOR SCHEDULE SHEET A.5.0) (E) EMERGENCY LIGHT FIXTURE. BATTERY BACKED. WALL OR CEILING MOUNT. MFG: EELP MODEL: EM20-E-LED OR APPROVED EQUAL. SEE ELECTRICAL DRAWINGS. (E) 1-HOUR FIRE RATED CORRIDOR. 11/A.6.0 FOR EXISTING CONDITION. RATED CORRIDOR TO BE MAINTAINED DURING CONSTRUCTION. (E) FIRE EXTINGUISHER, 20 LB., 2A20BC, UL RATED FIRE EXTINGUISHER. K (E) FIRE DEPARTMENT KNOX BOX. INSTALLED 5'-6" A.F.G. (N) MODIFICATION OF EXISTING 1-HOUR RATED CORRIDOR. SEE DETAIL 11/A.6.0 (N) PATCH AND REPAIR INFILL. TO MATCH EXISTING. SEE DETAIL 17/A.6.0 (N) 4 1 2 " INSULATED PANEL. (E) FULL HEIGHT DEMISING WALL. A1.4 B PCC-1 OCCUPANT LOAD CALCULATION (TOTAL BUILDING) ROOM NO.ROOM USE OCC. TYPE LOAD FACTOR GROSS FLOOR AREA OCC. LOAD 100 ----- 101 (N) FLOWER ROOM 4 F-1 100 1,244 13 102 (N) VEG ROOM 2 F-1 100 841 9 103 (E) HALLWAY 4 F-1 100 642 SF 7 104 (E) HALLWAY 3 F-1 100 339 SF 4 105 (E) WOMEN'S RESTROOM -N/A 80 SF - 106 (E) MEN'S RESTROOM -N/A 66 SF - 107 (E) HALLWAY 1 F-1 100 201 SF 3 108 (E) SECURE STORAGE / BACK OF HOUSE F-1 100 527 SF 6 109 (E) ELECTRICAL ROOM F-1 100 131 SF 2 110 (E) BREAK ROOM F-1 15 NET 273 SF 18 112 (E) STORAGE F-1 100 299 SF 3 113 (N) TRIM ROOM F-1 100 433 SF 5 114 (N) FLOWER ROOM 3 F-1 100 1,246 SF 13 115 (E) DRY ROOM F-1 100 264 SF 3 116 (E) VEG ROOM F-1 100 817 SF 9 117 (E) GROW SUPPORT ROOM F-1 100 330 SF 4 118 (E) FLOWER ROOM 2 F-1 100 1,642 SF 17 119 (E) FLOWER ROOM 1 F-1 100 1,274 SF 13 120 (E) DRY ROOM 2 F-1 100 257 SF 3 TOTALS:10,400 SF 132 THIS SCOPE OF WORK THIS SCOPE OF WORK SCALE: 3 16" = 1'-0" EXIT ANALYSIS N 1 PERMIT REVISION AREA OF WORK AR E A O F W O R K AR E A O F W O R K AR E A O F W O R K AR E A O F W O R K AREA OF WORK DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba INTREPID GROUP AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF PD&C, INC. dba INTREPID GROUP. T W O N E W F L O W E R R O O M S A N D O N E N E W V E G R O O M 1 8 2 1 E . N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 1 1 1 2 PERMIT REV. PCC 0 A 103'-5" 28 ' - 0 " 89 ' - 5 " 53'-4" 24'-8" 24 ' - 6 " 28'-5" 21 B C D E F 3'-0"13'-5"5'-4"34'-0" 3' - 0 " 10 ' - 6 " 50 ' - 1 1 " 9'-10"14'-2"12'-0" A B C D E F 0 21 1' - 1 1 " 17 ' - 2 " 2' - 1 " AT & T (E) ELECTRICAL 109 38 ' - 0 " 23'-111 8" 5'-0"30'-7" 23 ' - 7 " 14 ' - 0 " 32 ' - 5 " 5' - 2 " 32 ' - 5 " 16'-2" (N) FLOWER ROOM 4 101 1,244 SF (E) HALLWAY 1 107 201 SF (E) BREAKROOM 110 273 SF (E) HALLWAY 3 104 339 SF (E) WOMEN'S 105 80 SF (E) MEN'S 106 66 SF (E) SECURE STORAGE / B.O.H. 108 527 SF(E) 1-HR RATED CORRIDOR (E) 1-HR RATED CORRIDOR 8'-5"7'-4"5'-0"10'-8"19'-11" 25'-5"6'-10" 8' - 4 " 8' - 1 " 5' - 3 " 24 ' - 1 0 " 7' - 0 " 17 ' - 1 1 " 17 ' - 0 " 13 ' - 5 " 2'-10" 4'-0" 5' - 6 " 5'-4"10'-0"44'-10"34'-0" (E) DRY ROOM 1 115 264 SF (E) HALLWAY 4 103 642 SF (E) 1-HR RATED CORRIDOR (E) FLOWER ROOM 2 118 1,781 SF (E) FLOWER ROOM 1 119 1,355 SF 39'-2" (E) GROW SUPPORT 117 330 SF 33 ' - 0 " 24'-7" 22 ' - 5 " 22 ' - 6 " 22 ' - 6 " 22 ' - 0 " REF (E) 1-HR RATED CORRIDOR (E) 1-HR RATED CORRIDOR 41 ' - 6 " 4'-2" 131 SF 5' - 2 " (E) DRY ROOM 2 / HARVEST STORAGE AREA 120 257 SF 8' - 5 " 23 ' - 7 " 7'-7" 5'-0" 7" 7'-7"10'-0" (E) HALLWAY 4 103 1-HR RATED CORRIDOR 21 ' - 1 1 " +15'-6" OPEN TO ROOF STRUCTURE (N) TRIM ROOM 113 433 SF +15'-6" OPEN TO ROOF STRUCTURE 01 0101 010101 01 01 01 01 01 01 2 22 2 2222 (E)(E)(E) (E) (E) (E) (E) (E) (N) AF 1 DH 1 (E) VEG ROOM 116 817 SF (E) MSB (E) T (E) T DP 1 CO2c 1 (N) FLOWER ROOM 3 114 1,246 SF (N)(N) (N)(N) +9'-0" +9'-0" +9'-0" +9'-0" 1 (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) 24'-8" 2 S1 TYP. 4 S1 TYP. (N) VEG 2 102 841 SF +15'-6" OPEN TO ROOF STRUCTURE EF 1 EF 1 EF 1 (N) STORAGE 112 299 SF 16'-8" FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 FC 1 DH 2 DH 1 DH 1 DH 1 DH 1 DH 1 DH 1 DH 1 DH 2 DH 2 DH 2 F 1 F 1 F 1 F 1 F 2 DH 1 DH 1 DH 1 4'-10" (N)(N) (N)(N) (N) (N) 1 1 AF 1 AF 1 (E) 1-HR RATED CORRIDOR 4 SD1 TYP. (N) (N) (N) (E) (E) 30 ' - 0 " 4 SD1 TYP. CEILING LEGEND SCALE: 3 16" = 1'-0" REFLECTED CEILING PLAN N (E) EXIT SIGN. BATTERY BACKED. +X'-X"CEILING HEIGHT NOTE: CONTRACTOR TO REFER TO GENERAL NOTES AND BASIC PROJECT GUIDELINES, KEYNOTES AND LEGENDS TO PROVIDE SPECIFIC SCOPE OF WORK. CONTACT INTREPID GROUP FOR ANY PROJECT SCOPE CLARIFICATIONS. CEILING KEYNOTES (N) GYP BD. CEILING. SEE 1/A.6.0. (E) OPEN PLENUM CEILING. OPEN TO ROOF STRUCTURE. SEE FINISH SCHEDULE FOR NEW FINISHES. SHEET NUMBER: REVISIONS REFLECTED CEILING PLAN SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 CONSULTANT: SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 (E) GYP BD. CEILING AS PART OF 1-HOUR RATED CORRIDOR. MODIFICATIONS PER DETAIL 11/A6.0. CONTRACTOR TO REPAIR IF NEEDED. A LINEAR LED LIGHT FIXTURE, 4000K, SEE ELECTRICAL DRAWINGS. WALL MOUNT "GREEN LIGHT" FIXTURE. FIXTURE TO BE NEMA RATED FOR WET ENVIRONMENT. PROVIDE SWITCHING IN ROOM. XXX X PROCESS EQUIPMENT NUMBER. SEE SHEET A.5.0 EQUIPMENT SCHEDULE. CEILING PLAN SCOPE OF WORK 1.CEILING WORK IS LIMITED TO THE AREA OF WORK SHOWN. (N) FAN COIL UNIT, TYP. MOUNTING PER STRUCTURAL PLANS FOR PERMIT 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net (E) BUILDING SHELL TO REMAIN. (E) PARTITION WALLS. (E) 1-HOUR FIRE RATED CORRIDOR. 11/A6.0 FOR EXISTING CONDITION. RATED CORRIDOR TO BE MAINTAINED DURING CONSTRUCTION. (N) MODIFICATION OF EXISTING 1-HOUR RATED CORRIDOR. SEE DETAIL 11/A.6.0 (N) PATCH AND REPAIR INFILL. TO MATCH EXISTING. SEE DETAIL 17/A.6.0 (N) 4 1 2 " INSULATED PANEL. (E) FULL HEIGHT DEMISING WALL. AREA OF WORK AR E A O F W O R K AR E A O F W O R K AR E A O F W O R K AR E A O F W O R K A2.0 B PCC-1 AREA OF WORK 1 PERMIT REVISION DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba INTREPID GROUP AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF PD&C, INC. dba INTREPID GROUP. T W O N E W F L O W E R R O O M S A N D O N E N E W V E G R O O M 1 8 2 1 E . N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 1 1 2 PERMIT REV. PCC CULTIVATION EQUIPMENT SCHEDULE TAG DESCRIPTION MFG. / MODEL NO.QTY. ELECTRICAL PLUMBING / MECHANICAL LOAD PH A S E CO N N . COMMENTS WATER WA S T E GA S MB T U COMMENTS VO L T S HP KW AM P S HO T CO L D AIR FILTER W/ FAN 12" MAX FAN WITH CAN FAN FILTER 2 120 .489 SEE MECHANICAL DRAWINGS. CONSULT OWNER ON LOCATION. CO2 MONITOR/ALARM/CONTROLLER SEE CO2 ALARM DRAWINGS 2 110 -----------PROVIDE 110 POWER AT LOCATION ON PLAN DEHUMIDIFIER QUEST / 335 11 277 --9.2 --------- DEHUMIDIFIER QUEST / 746 4 208-24 0 --19.6 -------- HVAC CONDENSING UNIT (COOLING ONLY) ARCOAIRE / N4X460ALA 17 460V, 3PH -----------SEE MECHANICAL DRAWINGS. HVAC CONDENSING UNIT (HEAT PUMP)ARCOAIRE / N4H460ALA 3 460V, 3PH EXHAUST FAN (ROOF MOUNTED)COOK 3 ------CO2 EXHAUST FAN.-----INSTALL PER FIRE CODE SECTION 5307 & REGULATION 30. SEE MECHANICAL DRAWINGS. 20" CIRCULATING FAN SCHAEFER / SCFVK20 16 ------------- 12" CIRCULATING FAN SCHAEFER / SCFVK12 8 HVAC FAN COIL UNIT CARRIER / FJ4DNXD60L00 20 ------------SEE MECHANICAL DRAWINGS. FLOOR DRAIN - TRENCH ZURN / Z886 3 ---------YES --SEE PLUMBING DRAWINGS 12" X 12" FLOOR SINK ZURN / Z1901 3 ---------YES --SEE PLUMBING DRAWINGS GROW LIGHT GAVITA / 1900e 254 ------------- GROW RACK GROW GLIDE / PIPP PER PLAN ------NO ELECTRICAL REQUIREMENTS ------ ODOR SCRUBBER 12" UVONAIR OZONE IN-DUCT ODOR ELIMINATOR 1 120 --.489 --SEE ELECTRICAL DRAWINGS -----TO BE INSTALLED IN DUCT, UP STREAM OF THE CO2 EXHAUST FAN. DH 1 GR 1 GL 1 AF 1 F 1 EF 1 FD 1 FS 1 CU 1 FCU 1 SBR 1 CO2c 1 DH 2 CU 2 F 2 DOOR TYPES DOOR SCHEDULE DOOR NO.ROOM DOOR FRAME HA R D W A R E GR O U P OP E R A T I N G HA R D W A R E PR E - H U N G GA S K E T COMMENTS TYPE MANUFACTURER MODEL WIDTH HEIGHT THICK MATERIAL FINISH RATING MATERIAL FINISH RATING FLOWER ROOM - 4 A TRUDOOR FLUSH DOOR 3'-0"8'-0"1-3/4"HOLLOW STEEL PAINT 20 MIN.STEEL PAINT 20 MIN.SET-1 YES YES YES - FLOWER ROOM - 4 A TRUDOOR FLUSH DOOR 3'-0"8'-0"1-3/4"HOLLOW STEEL PAINT 20 MIN.STEEL PAINT 20 MIN.SET-1 YES YES YES - FLOWER ROOM - 3 A TRUDOOR FLUSH DOOR 3'-0"8'-0"1-3/4"HOLLOW STEEL PAINT 20 MIN.STEEL PAINT 20 MIN.SET-1 YES YES YES - FLOWER ROOM - 3 A TRUDOOR FLUSH DOOR 3'-0"8'-0"1-3/4"HOLLOW STEEL PAINT 20 MIN.STEEL PAINT 20 MIN.SET-1 YES YES YES - HALLWAY - 1 A TRUDOOR FLUSH DOOR 3'-0"8'-0"1-3/4"HOLLOW STEEL PAINT 20 MIN.STEEL PAINT 20 MIN.SET-1 YES YES YES - TRIM ROOM A TRUDOOR FLUSH DOOR 3'-0"8'-0"1-3/4"HOLLOW STEEL PAINT 20 MIN.STEEL PAINT 20 MIN.SET-1 YES YES YES - DOOR HARDWARE A 8' 101.0 FINISH SHEDULE SPACE FLOOR WALL BASE WALLS CEILING MILLWORK DOORS AND JAMBS COMMENTS NORTH EAST SOUTH WEST ROOM #ROOM NAME MATERIAL MATERIAL MAT.FIN.MAT.FIN.MAT.FIN.MAT.FIN.MAT.FIN.` CABINET FACE / MILLWORK FINISH 114 FLOWER 3 FF-001 WB-001 GYP BD M-001 GYP BD M-002 CONCRETE PANEL M-002 CONCRETE PANEL M-002 WOOD STRUCTURE M-001 --PF-001 - 101 FLOWER 4 FF-001 WB-001 GYP BD M-001 M-002 M-002 CONCRETE PANEL M-002 M-002 M-002 WOOD STRUCTURE M-001 --PF-001 - 102 VEG 2 FF-001 WB-001 GYP BD M-001 GYP BD M-001 GYP BD M-001 M-002 M-002 WOOD STRUCTURE M-001 --PF-001 - 107 HALLWAY 1 FF-001 WB-001 GYP BD PF-001 GYP BD PF-001 GYP BD PF-001 GYP BD PF-001 GYP BD PF-001 --PF-001 - FINISH LEGEND CODE DESCRIPTION MANUFACTURER MODEL #COLOR FINISH TYPE NOTES FF-000 EPOXY FLOORING REDRHINO OR EQUAL -LIGHT GREY -HEALTH DEPARTMENT APPROVED EPOXY M-001 MODULAR FREEZER PANEL DPS 2"WHITE SMOOTH M-002 MODULAR FREEZER PANEL DPS 4 1 2"WHITE SMOOTH PF-001 PAINT SHERWIN WILLIAMS -PURE WHITE SW 7005 SEMIGLOSS - WB-001 6"H, 3/8" RADIUS INTEGRAL EPOXY COVE BASE REDRHINO OR EQUAL -LIGHT GREY -HEALTH DEPARTMENT APPROVED EPOXY ------- SET-1 LOCKSET HAGAR, SERIES 3800 , HEAVY DUTY, MORTISE LOCKSET, ACCESSIBLE LEVER. BRUSHED CHROME. HINGE 4-1/2” X 4-1/2” HAGER BB-1279 (STANLEY AND MCKINNEY ARE ACCEPTABLE ALTERNATES), BUTT HINGES, QUANTITY OF 3. ELECTRIC STRIKE (IF APPLICABLE) SETUP FOR CARD-KEY ACCESS. ELECTRIC STRIKE. SEE COMMENTS FOR EACH DOOR. STOPS QUALITY US26D, #331, FLOOR STOP FOR DOORS WITHOUT THRESHOLDS. CLOSER LCN 4040XT-EDA HEAVY DUTY DOOR CLOSER. FINISH TO MATCH LEVER. DEAD BOLT PROVIDE ACCESSIBLE DEADBOLT OR MORTISED COMBINATION FOR EXTERIOR DOORS. CONSULT OWNER ON INTERIOR LOCATIONS. DOOR NOTES 1.EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. CBC 1008.1.9. 2.CONTRACTOR TO CONSULT ARCHITECT ON KEYING AND SECURITY REQUIREMENTS. 101.1 114.0 114.1 107.0 113.0 SHEET NUMBER: REVISIONS SCHEDULES PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 SHEET NAME: CONSULTANT: A FOR PERMIT SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 A5.0 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net B PCC-1 1 PERMIT REVISION DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba INTREPID GROUP AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF PD&C, INC. dba INTREPID GROUP. T W O N E W F L O W E R R O O M S A N D O N E N E W V E G R O O M 1 8 2 1 E . N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 1 1 NOTE: ALL DOORS LOCATED WITHIN THE 1-HOUR CORRIDOR SHALL BE 20-MINUTE RATED. 2 PERMIT REV. PCC 1 SCALE NTS3 TYPICAL JOIST CEILING FRAMING (GYP. BD.) A B B A DETAIL 'A'DETAIL 'B' CEILING JOIST FRAMING PLAN DETAIL 'C'BALLOONED FRAMED WALL CONDITION SCALE NTS7 TYP. GP. BD. CEILING FRAMING TO FULL HT. STEEL STUD WALL SCALE NTS9 TYPICAL CEILING JOIST STUD SCHEDULE DETAIL 'B'DETAIL 'A'DETAIL 'C' SCALE NTS1 TYP. GP. BD. CLNG FRAMING ((E) FULL HT WOOD STD WALL) DETAIL 'A'DETAIL 'C' SCALE NTS4 TYPICAL NON-BEARING METAL STUD WALL SCALE NTS TYPICAL METAL STUD SCHEDULE INTERIOR 6 SCALE NTS WALL BACKING TYPE "2" END CONDITION INTERMEDIATE CONDITION SPLICE CONDITION NOTES: 1.WHEN INSTALLING FIXTURES OR CABINETRY, PROVIDE STEEL SLEEVES AT ALL FASTENERS. 2.EXTEND BACKING ONE STUD BAY BEYOND BEYOND EDGE OF CABINET OR EQUIPMENT. 3.COORDINATE WITH TENANT ON LOCATIONS AND QUANTITY. FOR LOADS UP TO 100 LBS. OF SHEAR FIELD CONFIRM MAX LOAD TO STUD WALL SCALE NTS8 SCALE NTS10 SCALE NTS16SCALE NTS TYPICAL INTERIOR HEADER DETAIL @ DEMISING/PARTITION WALLS MULTIPLE JAMB STUD SUPPORT DETAIL SCALE NTS WALL BACKING TYPE "1" END CONDITION INTERMEDIATE CONDITION SPLICE CONDITION NOTES: 1.WHEN INSTALLING FIXTURES OR CABINETRY, PROVIDE STEEL SLEEVES AT ALL FASTENERS. 2.EXTEND BACKING ONE STUD BAY BEYOND BEYOND EDGE OF CABINET OR EQUIPMENT. 3.COORDINATE WITH TENANT ON LOCATIONS AND QUANTITY. FOR LOADS UP TO 400 LBS. OF SHEAR FIELD CONFIRM MAX LOAD TO STUD WALL 2 5 DETAIL '8A'DETAIL '12'MAX STUD HEIGHT SCALE NTS12 TYP. FULL HT. STUD WALL PERPENDICULAR / PARALLEL TO SUBPURLINS SCALE NTS14 DUCT SCALE NTS 1 HR. RATED CORRIDOR11 DOOR HEAD DETAIL DOOR JAMB DETAIL DOOR JAMB DETAILS INSTALL ALL COMPONENTS PER HILTI FIRESTOP SYSTEM NO. BW-S-0001 1 HR. RATED ASSEMBLIES15SCALE NTS SCALE NTS17 1-HR. RATED CEILING ASSEMBLY PER CBC 708.4 EXCEPTION 3 NOT USED INFILL AT OPENINGS MTL STUD TO (E) GLULAM BEAM13 NOTES: 1.SEE DETAIL 12/A.6.0 AND 13/A.6.0 FOR TOP OF WALL CONNECTION. SELECT FOR CONDITION. TOP OF WALL FRAMING CONNECTION PER 12/A.6.0 CEILING FRAMING CONNECTION PER 7-A/A.6.0 NATIONAL GYPSUM DETAIL CR-102 SHEET NUMBER: REVISIONS DETAILS PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 SHEET NAME: CONSULTANT: A FOR PERMIT SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 A6.0 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net B PCC-1 1 PERMIT REVISION DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba INTREPID GROUP AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF PD&C, INC. dba INTREPID GROUP. T W O N E W F L O W E R R O O M S A N D O N E N E W V E G R O O M 1 8 2 1 E . N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 2 PERMIT REV. PCC 4 max 100 X ³ 8 0 20 3 0 X > 2 7 68 5 MEN 6" M I N . PICTOGRAM FIELD §11B-703.6.1 48" MIN. CLR. 36" MIN. CLR. UNREASONABLE HARDSHIP ONLY 48" MIN. CLR. 36" MIN. CLR. UNREASONABLE HARDSHIP ONLY (TYP.) (TYP.) OBSTRUCTION CURB STREET SIDE WALK SIDE WALK NOTE:-SIDEWALKS SHALL COMPLY WITH CBC §11B-302 & 11B-403.5.1 EXCEPTION 3 (TYP.) (TYP.) CURB STREET 32" MIN. CLR. FOR A MAX. OF 24" PER SECTION 11B-403.5.1 EXCEPTION 1 32" MIN. CLR. FOR A MAX. OF 24" PER SECTION 11B-403.5.1 EXCEPTION 1 . . . . THRESHOLD BELOW THRESHOLD A THRESHOLDB C LEVEL CHANGES 1 2 1/2"MAX. 1/4" MAX. 3. 2. 1. PILE HEIGHT 1/2" MAX. COMPRESSED CARPET 1/4" MAX. TRANSITION BETWEEN FLOOR FINISHES FIN. FLOOR LEVEL 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE AT EDGE. 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VERITCAL LEVEL CHANGE. 1/4" MAXIMUM VERTICAL LEVEL CHANGE. NOTE:-TRANSITIONS SHALL COMPLY WITH CBC §11B-302, 11B-303, & 11B-404.2.5 NOTES: 1/ 4 " MA X . . DETAILB HANDLE OR U SHAPED 34" TO 44" LEVER DETAILA 3. 2. 1. 1. HARDWARE: DOOR AND GATES: PROVIDE A SMOOTH SURFACE WITHIN 10" OF THE FINISH FLOOR 10 " PROVIDE A SMOOTH SURFACE WITHIN 10" OF THE FINISH FLOOR. EXCEPTIONS: A.TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT 60 DEGREES MINIMUM FROM THE HORIZONTAL B.DOORS AND GATES THAT DO NOT EXTEND TO WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND OPENABLE BY SINGLE EFFORT LEVER-TYPE DEVICE (NOT REQUIRING GRASPING). MOUNTED 34" TO 44". MAXIMUM 5 LBS. EFFORT TO OPERATE EXTERIOR DOOR AND 5 LBS. FOR INTERIOR. SEE EXCEPTION FOR FIRE DOORS OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. NOTE: -DOORS SHALL COMPLY WITH CBC §11B-404 FLOOR SURFACE PROVIDE A SMOOTH SURFACE WITHIN 10" OF THE FINISH FLOOR 2. 15 " MI N . 48 " M A X . 48 " M A X . 20" MAX. 30 " 48"48" 30 " 48 " M A X . 15 " M I N . 46 " M A X . 34 " M A X . > 10"-24" MAX. DAC FE 10" MAX. 34 " M A X . 10" MAX. 48 " M A X . NOTES: 1. FOR PARALLEL APPROACH, ACCESSIBLE PORTION OF SERVICE COUNTER TO BE 36" IN LENGTH AND 34" MAX HEIGHT. B HIGH AND LOW FORWARD REACH LIMITS HIGH AND LOW SIDE REACH LIMITS 44 " M A X . > 20" - 25" MAX. MAXIMUM FORWARD REACH OVER AN OBSTRUCTION MAXIMUM SIDE REACH OVER AN OBSTRUCTION CLEAR FLOOR SPACE PARALLEL APPROACH CLEAR FLOOR SPACE FRONT APPROACH DOOR WIDTH DOOR WIDTH PLUS 18" MIN. INTERIOR 24" MIN. EXTERIOR SIDE OF DOOR VA R I E S , 4 4 " M I N . - D E P E N D S ON A P P R O A CH D I R E C T I O N 60 " M I N . 32" CLR. MIN.. . 48 " M I N . DOOR WIDTH PLUS 42" . DO O R W I D T H P L U S 4 2 " 48" MIN. CLR. 32" MIN. CLR. 48 " M I N . C L R . G FVESTIBULE PLANEC 18" MIN. A SINGLE DOOR 32" CLEAR B DOUBLE DOOR 32" CLEAR 90° D 60 " M I N . . 18" MIN. 24" MIN. AT EXT. SIDE OF EXT. DOOR 18" MINIMUM BEYOND STRIKE EDGE OF A GATE OR DOOR, TYP. 24" MIN. AT THE EXT. SIDE OF EXT. GATE OR DOORS NOTES:-DOORS AND DOOR CLEARANCES SHALL COMPLY WITH CBC §11B-404 -REQUIRED DOOR CLEAR SPACE SHALL NOT SLOPE STEEPER THAN 1:48 IN ANY DIRECTION -DOORS SHALL NOT SWING INTO THE CLEAR FLOOR OR CLEARANCE AREA FOR ANY FIXTURE -DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES §11B-304.4, EXCEPT AT TOILET ROOMS WHERE THE MAXIMUM ENCROACHMENT IS 12" §11B-603.2.3 18" MIN. INTERIOR 24" MIN. EXT. SIDE OF EXT. DOOR REQUIRED CLEAR SPACE ADD'L 12" MIN. IF DOOR HAS BOTH LATCH AND CLOSER GENERAL PLAN FOR FRONT APPROACH DOOR IN RECESS 60 " M I N . . 18" MIN. 24" MIN. AT EXT. SIDE OF EXT. DOOR REQUIRED CLEAR SPACE FOR FRONT APPROACH REQUIRED CLEAR SPACE FOR FRONT APPROACH REQUIRED CLEAR SPACE RAMP LANDING AT DOORWAY PLAN DOORS IN SERIES 48 " M I N . 48 " M I N . H MANEUVERING CLEARANCES (CONT.) MIN. DOOR CLEAR SPACE 60" MIN. 18 " M I N . 24 " @ E X T . O F EX T . D O O R MIN. DOOR CLEAR SPACE 48" MIN. 12 " PROVIDE ADD'L 12" WHEN DOOR HAS BOTH A LATCH & CLOSER FRONT APPROACH PULL SIDE PUSH SIDE MIN. DOOR CLEAR SPACE MIN. DOOR CLEAR SPACE 60" MIN. 48" WHEN DOOR HAS BOTH LATCH & CLOSER 44" TYP. PROVIDE ADD'L 4" WHEN DOOR HAS BOTH A LATCH & CLOSER HINGE APPROACH PULL SIDE PUSH SIDE MIN. DOOR CLEAR SPACE 36 " M I N . 22 " M I N . MIN. DOOR CLEAR SPACE 48" WHEN DOOR HAS BOTH LATCH & CLOSER 44" TYP. 60" MIN. PROVIDE ADD'L 4" WHEN DOOR HAS BOTH A LATCH & CLOSER 24 " M I N . LATCH APPROACH PULL SIDE PUSH SIDE 24 " M I N . MIN. CLEAR SPACE 42" MIN.48" MIN. MIN. CLEAR SPACE DOORWAY (NO DOOR) SIDE APPROACHFRONT APPROACH MIN. DOOR CLEAR SPACE 32 " M I N . C L R . MIN. DOOR CLEAR SPACE 42" MIN. 22 " M I N . 42" MIN. 24 " M I N . SLIDING DOOR (POCKET DOOR) POCKET OR HINGE APPROACH STOP OR LATCH APPROACH .VA R I E S , 4 4 " M I N . - D E P E N D S ON A P P R O A CH D I R E C T I O N FOR FRONT APPROACH REQUIRED CLEAR SPACE 12" MIN. RECESS 8" DEEP OR LESS RECESS OVER 8" DEEP . VA R I E S , 4 4 " M I N . - D E P E N D S ON A P P R O A CH D I R E C T I O N FOR FRONT APPROACH REQUIRED CLEAR SPACE 12" MIN. PROVIDE ADD'L 12" WHEN DOOR HAS BOTH A LATCH & CLOSER OBSTRUCTION PERMITTED WHEN DOOR DOES NOT HAVE A LATCH OR DOES NOT HAVE A CLOSER 8" O R L E S S MO R E T H A N 8 " SIGNAGE TITLE NOTE:-SIGNS SHALL COMPLY WITH CBC §11B-703 -REFER TO DETAIL 11 FOR ADDITIONAL INFORMATION - REFER TO TITLE 24 ADA ACCESSIBILITY REQUIREMENTS NOTES SHEET 1 FOR ADD'L INFORMATION ACCESSIBLE NOTE:-SIGNS SHALL COMPLY WITH CBC §11B-703 -REFER TO DETAIL 11 & 16 FOR ADDITIONAL INFORMATION - REFER TO TITLE 24 ADA ACCESSIBILITY REQUIREMENTS NOTES SHEET 2 FOR ADD'L INFORMATION § NOTE:-SIGNS SHALL COMPLY WITH CBC §11B-703.1, 11B-703.2, 11B-703.3, & 11B-703.5 -REFER TO DETAIL 11 & 16 FOR ADDITIONAL INFORMATION - REFER TO TITLE 24 ADA ACCESSIBILITY REQUIREMENTS NOTES SHEET 2 FOR ADD'L INFORMATION NOTE:-SIGNS SHALL COMPLY WITH CBC §11B-703 -REFER TO DETAIL XX & XX FOR ADDITIONAL INFORMATION - REFER TO TITLE 24 ADA ACCESSIBILITY REQUIREMENTS NOTES SHEET 2 FOR ADD'L INFORMATION § TRANSFER SIDE 112"Ø GRAB BAR, TYP. W/ PEENED FINISH & 250 LBS. CAP. FEMININE NAPKIN DISPOSAL, WHERE OCCURS TOILET TISSUE DISPENSER (WITHOUT STOPS)WATER CLOSET, TYP. MEASURED TO TOP OF TOILET SEAT TO BOTTOM EDGE OF REFLECTING SURFACE INSULATE WASTE PIPE, TYP. 24" NOTE: - REQUIREMENTS SHALL COMPLY WITH CBC §11B-306, 11B-309, 11B-602, 11B-604, 11B-605, 11B-606, 11B-609, AND 11B-902 REFER TO TITLE 24 ADA ACCESSIBILITY REQUIREMENTS, NOTES SHEET 1 FOR ADDITIONAL INFORMATION 2' - 4 " ± 17" MIN. 25" MAX. 11" MIN. 8" MIN. 17 " M I N . 19 " M A X . TOILET SEAT HEIGHT WATER CLOSET, TYP. 19 " M I N 40 " M A X . URINAL SCREEN OF HANDLE 17" MIN. TO 19" MAX. @ AMBULATORY STALLS EXIT SURFACE MOUNTED - SOAP DISPENSER TOILET SEAT COVER DISPENSER - RECESSED MULTI-ROLL TOILET TISSUE DISPENSER RECESSED - PAPER TOWEL DISPENSER TYP. SEAT COVER & TOILET TISSUE DISPENSER SANITARY NAPKIN DISPOSAL SEAT COVER, TOILET TISSUE & SANITARY NAPKIN DISPENSER GRAB BARS HAND DRYER VENDING MACHINE EMERGENCY TELEPHONE W / SCREAM ALERT KOALA KARE DIAPER CHANGING STATION KOALA KARE CHILD HARNESS NOTE: REFER TO DETAIL 3 FOR ADD'L INFO. ALL IN ONE PAPER TOWEL DISPENSER / TRASH RECEPTACLE SIDE ELEVATION OF URINAL 42" MIN.12" MAX. 19 " M I N . 24" MIN. 7" MIN. 9" MAX. SIDE ELEVATION OF WATER CLOSET MIN. MAX. 6" 12" FLUSH VALVE HANDLE SHALL BE ON SIDE AWAY FROM WALL (WIDE SIDE), TYP. MIN. 17" MIN. 18" MAX. FRONT ELEVATION OF WATER CLOSET GRAB BAR, TYP. 9" M I N . SIDE ELEVATION OF LAVATORY 36" MIN. TOILET - STANDARD TOILET - CHILD 12" HIGH TYP. TOILET - ACCESSIBLE DRINKING FOUNTAIN URINAL - STANDARD / ACCESSIBLE URINAL - CHILD / ADA COMPLIANT LAVATORY - ACCESSIBLE TOTO TOTO SCALE NTS1 NOT USED 7 SCALE NTS 9 SCALE NTS 10 SCALE NTS SCALE NTS11 SCALE NTS12 13 SCALE NTS SCALE NTS SCALE NTS14 15 SCALE NTS16 GENDER NEUTRAL SYMBOL 1'-0 " 1'-0 " MEN'S RESTROOM SYMBOL 1' - 0 " 1' - 0 " 1'-0" NOTES: 1.SIGNS SHALL HAVE 1 4" THICK TRIANGLE SUPER IMPOSED ON 1 4" THICK CIRCLE. 2.INSTALL 58"-60" ABOVE FINISHED FLOOR. MEASURED FROM HORIZONTAL CENTERLINE OF THE SYMBOL. AND WITHIN 1 INCH OF THE VERTICAL CENTERLINE OF THE DOOR. LEGEND: BLACK PEARL GREY PICTOGRAMS 19 SCALE NTS SCALE NTS20 SCALE NTS SCALE NTS 232221SCALE NTSACCESS. SURFACE IDENT. LEGEND: BLUE WHITE B A SCALE NTS SCALE NTS2417 SCALE NTS25 SCALE NTS SCALE NTS2829SCALE NTS26 SCALE NTS27 90° SCALE NTS2 ACCESSIBLE DOOR AND GATE CLEARANCES H MANEUVERING CLEARANCES 3 SCALE NTS 6 SCALE NTS ACCESSIBLE TRANSITIONS NOT USED 4 SCALE NTS RESTROOM DOORS SYMBOLS 5 SCALE NTS ACCESSIBLE SIGNAGE ACC. SIGN REQUIREMENTS 8 SCALE NTS TACTILE EGRESS SIGN SIDEWALK CLEARANCE NOT USED DOOR AND GATE REQUIREMENTS ACCESS. REACH REQUIREMENTS NOT USED WOMEN'S RESTROOM SYMBOL TOILET SEAT COVER DISPENSER (WHERE OCCURS) TOILET SEAT COVER DISPENSER - RECESSED MULTI-ROLL TOILET TISSUE DISPENSER SEAT COVER & TOILET TISSUE DISPENSER SANITARY NAPKIN DISPOSAL SEAT COVER, TOILET TISSUE & SANITARY NAPKIN DISPENSER GRAB BARS FIXTURE MOUNTING DIMENSIONS REFLECTORIZED SIGN PANEL MIN. OF 16 GA. GALV. STL. W/ PORCELAIN ENAMEL FIN. WHITE LETTERING ON BLUE FIELD BEADED REFLECTORIZED TEXTURE. COLOR #15090 FED. STANDARD 595B. INTERNATIONAL SYMBOL ACCESSIBILITY SIGN W/ LETTERING NO LESS THAN 1" HIGH. BOLTED TO GLAV. 2" SQ. STEEL POST CONTRACTOR SHALL CONTACT THE APPROPRIATE AUTHORITY HAVING JURISDICTION, OBTAIN REQUIRED INFORMATION, AND SHALL HAVE THE BLANK SPACES FILLED-IN AS A PERMANENT PART OF THE SIGN 2" SQ. GALV. POST SET IN MIN. 18" DEEP CONC. 24" FOOTING NOTE: - PARKING STALL ADDITIONAL SIGNAGE SHALL COMPLY WITH CBC §11B-502.8 - THIS SIGN SHALL BE PLACED: 1) IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO AN OFF-STREET PARKING FACILITY OR 2) IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE. 17" MINIMUM 22 " M I N I M U M 80 " M I N . F R E E S T A N D I N G 60 " M I N . F O R W A L L M O U N T E D REFLECTORIZED SIGN PANELMIN. OF 16GA. GALV. STL W/ PORCELAIN ENAMEL FINISH WHITE IMAGE ON BLUE FIELD BEADED REFLECTORIZED TEXTURE. COLOR #15090 FED. STANDARD 595B. INTERMATIONAL SYMBOL ACCESSIBILITY SIGN W/ LETTERING NO LESS THAN 1" HIGH BOLTED TO GALV. STL PIPE 11/2"Ø GLAV. STEEL PIPE 5" STD. CONC. FILLED STEEL PIPE SET IN CONC. FOOTING, PAINT TRAFFIC YELLOW FINISH SURFACE CONCRETE FOOTING PROVIDE ADD'L. "VAN ACCESSIBLE" TEXT AT VAN STALLS MINIMUM $250 FINE ACCESSIBLE PARKING MINIMUM $250 FINE ACCESSIBLE PARKING VAN ACCESSIBLEPICTOGRAM SHALL BE A MINIMUM OF 6" HIGH PROVIDE MINIMUM FINE TEXT ON SIGN SIGN SHALL BE A MINIMUM OF 70 SQUARE INCHES SLOPE TOP1/2" FOR DRAINAGE NOTE: - PARKING STALL SIGNAGE SHALL COMPLY WITH CBC §11B-502.6 & 11B-703 - A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE. SIGNS SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE 18" 3' - 0 " N . T . S . 80 " M I N . T O U N D E R S I D E O F S I G N ( P O S T M O U N T E D ) 60 " M I N . F O R A W A L L M O U N T E D S I G N ST E E L P I P E A N D F O O T I N G D O E S N O T OC C U R W H E N S I G N I S W A L L M O U N T E D 1' - 0 " 7" 2' - 6 " 6" 1' - 2 " 7" REFLECTORIZED SIGN PANEL MIN. OF 16GA. GALV. STL W/ PORCELAIN ENAMEL FINISH WHITE IMAGE ON BLUE FIELD BEADED REFLECTORIZED TEXTURE. COLOR #15090 FED. STANDARD 595B. INTERMATIONAL SYMBOL ACCESSIBILITY SIGN W/ LETTERING NOT LESS THAN5/8" HIGH BOLTED TO GALV. STL PIPE 1 1/2 " Ø GLAV. STEEL PIPE CONTRACTOR HAS THE OPTION TO USE A PRE-SET SLEEVE AND FILL SOLID W/ GROUT FINISH SURFACE CONCRETE FOOTING WALL MOUNTED FINISH SURFACE NOTE:-DIRECTIONAL SIGNAGE SHALL COMPLY WITH CBC §11B-703 SLOPE TOP 1/2" FOR DRAINAGE ACCESSIBLE ROUTE ACCESSIBLE ROUTE 1'-0" 1' - 6 " 40 " M I N . T O B O T T O M O F S I G N 1' - 0 " 7" 40 " M I N . T O B O T T O M O F S I G N 1' - 0 " 7" REFER TO DETAIL 28 FOR ACCESS AISLE REQUIREMENTS NOTE: - PASSENGER DROP-OFF AND LOADING ZONES SHALL COMPLY WITH CBC §11B-503 - THE PARKING STALL AND ACCESS AISLE SHALL HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION (§11B-502.3 & 11B-302) - ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND SHALL NOT OVERLAP THE VEHICULAR WAY - ACCESS AISLE SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE - ACCESS AISLE, PULL-UP SPACES THEY SERVE, AND THE VEHICULAR ROUTE TO THE LOADING ZONE SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 114 INCHES (9'-6") §11B-503.5 9' - 0 " 5' - 0 " M I N . 20'-0" MINIMUM 36" O.C. -ROUTE OF TRAVEL -PASS. DROP-OFF AND LOADING ZONE A -PARKING STALL ACCESS AISLEB 4" WIDE DIAGONAL STRIPING AT 3'-0" O.C. MAX., TWO COATS (TYP) COLOR TO BE WHITE OR BLUE REFLECTIVE HIGHWAY PAINT ALL PRIMARY AND CROSS SLOPE CONDITIONS SHALL COMPLY WITH ACCESSIBLE ROUTE OF TRAVEL PER §11B-206 & 11B DIVISION 4 NOTE:-ACCESSIBLE PATH AND ACCESS AISLE SHALL COMPLY WITH §11B-206, 11B DIVISION 4, AND 11B-502.3 PERIMETER 4" WIDE STRIPING, TWO COATS (TYP) COLOR TO BE BLUE REFLECTIVE HIGHWAY PAINT PAINT "NO PARKING", MIN. 12" HIGH LETTERS W/ (2) COATS OF 4'-0" MIN. TYP. 5'-0" MIN. @ LOADING ZONE 36"MAX. (TY P) 5'-0" MIN. TYP. 36"MAX.(TY P) 8" MA X . PARKING NO TRUNCATED DOME PLAN VIEWTRUNCATED DOME SPACINGTRUNCATED DOME SECTION - DETECTABLE WARNINGS SHALL COMPLY CBC §11B-247 & 11B-705 - REFER TO TITLE 24 ADA REQUIREMENTS NOTES SHEET 1 FOR ADDITIONAL INFORMATION - DETECTABLE WARNINGS AT CURB RAMPS SHALL SHALL BE LOCATED SO THAT THE NEAREST EDGE OF THE CURB IS 6" MIN. AND 8" MAXIMUM FROM THE LINE AT THE FACE OF THE CURB MARKING THE TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET, OR HIGHWAY. (EXCEPT AT PARALLEL CURB RAMPS) - COLOR: DETECTABLE WARNING SURFACES SHALL BE YELLOW PER FS 33538, FEDERAL STANDARD 595C. EXCEPT THAT DETECTABLE SURFACES AT CURB RAMPS, ISLANDS, AND CUT-THROUGH MEDIANS DO NOT NEED TO COMPLY. - DETECTABLE WARNING SURFACE SHALL CONTRAST WITH THE ADJACENT WALKING SURFACE MI N . 3 ' - 0 " T Y P . SE E P L A N S F O R D E P T H 2. 3 " - 2 . 4 " 2.3"-2.4" 0. 1 8 " - 0 . 2 2 " WIDTH AS OCCURS - SEE PLANS 0.45"-0.47" 0.9"-0.92" 0. 6 5 " MI N . A B C D E F SINGLE STANDARD ACCESSIBLE PARKING STALL CONFIGURATION AND BASIC ACCESSIBLE STALL REQUIREMENTS ACCESSIBLE PARKING STALL IN PARKING FIELD DUAL REGULAR ACCESSIBLE PARKING STALL CONFIGURATION SINGLE VAN ACCESSIBLE PARKING STALL CONFIGURATION SINGLE VAN AND REGULAR ACCESSIBLE PARKING STALL ALTERNATE CONFIGURATION SINGLE VAN AND REGULAR PARKING STALL CONFIGURATION SIDE SLOPE 1:10 MAX. TOP OF EDGE OF CURB AT ACCESSIBLE RAMP SHALL BE FLUSH WITH THE DRIVEWAY PAVING TAPER CURB ON BOTH SIDES OF ACCESSIBLE RAMP 4" WIDE STRIPING, TWO COATS (TYP) COLOR TO MATCH EXISTING SITE STRIPING COLOR CONCRETE SIDEWALK BROOM FINISH CONCRETE CURB A.6.2 - -- SIDE SLOPE 1:10 MAX. RA M P S L O P E 1: 1 2 M A X . 20 -- PAINT "NO PARKING", MIN. 12" HIGH LETTERS W/ (2) COATS OF TRAFFIC WHITE REFER TO DETAIL 11 FOR ACCESS AISLE REQUIREMENTS AN AN ACCESSIBLE STALL, PROVIDE 4" WIDE STRIPING WITH (2) COATS OF TRAFFIC BLUE, TYP. STALL SIGN SHALL PLACED AT THE END OF AND MAY PROJECT INTO THE STALL AT THE STALL'S CENTERLINE NOTE: - PARKING STALLS SHALL COMPLY WITH CBC §11B-208 AND 11B-502 - THE PARKING STALL AND ACCESS AISLE SHALL HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION (§11B-502.4) - THE ACCESSIBLE STALL ACCESS AISLE MAY BE ON EITHER SIDE OF THE ACCESSIBLE STALL (§11B-502.3.4) 9'-0" ACCESSIBLE 5'-0"PER SITE PLAN 4'-6"4'-6" 36" ( T YP) 18 ' - 0 " ( M I N ) 6' - 0 " ( T Y P ) 8" M A X . 9'-0"5'-0"9'-0" 18 ' - 0 " 9'-0"8'-0"PER SITE PLAN 18 ' - 0 " 12'-0"5'-0"9'-0" 18 ' - 0 " 48 " M I N . 9'-0"8'-0"9'-0" 18 ' - 0 " 2' - 0 " 4' - 3 " M I N . 9'-0"ACCESS AISLE 18 ' - 0 " NO PARKING NO PARKING NO PARKING NO PARKING A B C D E VAN ACCESSIBLE EVCS STALL CONFIGURATION WITH ADJACENT NON-REGULATED CHARGING STALL AMBULATORY EVCSSTALL CONFIGURATION PARALLEL EVCS STALL CONFIGURATION SINGLE STANDARD ACCESSIBLE EVCS STALL CONFIGURATION AND BASIC STALL REQUIREMENTS IDENTIFICATION SIGN ACCESSIBLE ROUTE CLEAR FLOOR SPACE EV CHARGER ACCESSIBLE EV STALL PAINT "EV CHARGING ONLY" WITH MIN. 12" HIGH LETTERS W/ (2) COATS OF TRAFFIC WHITE PAINT "NO PARKING", MIN. 12" HIGH LETTERS W/ (2) COATS OF TRAFFIC WHITE REFER TO DETAIL 11 FOR ACCESS AISLE REQUIREMENTS AISLE BORDER LINES, HATCH LINES, AND LETTERS SHALL CONTRAST WITH THE PARKING SURFACE AND THEY SHALL NOT BE PAINTED THE BLUE COLOR USED FOR ACCESSIBLE PARKING STALLS THIS STALL MAY OR MAY NOT BE REGULATED BY SECTION 11B-812 - -- SIDE SLOPE 1:10 MAX. SIDE SLOPE 1:10 MAX. RA M P S L O P E 1: 1 2 M A X . CURB AS OCCURS CURB RAMP AS OCCURS IDENTIFICATION SIGN WITH THE SYMBOL OF ACCESSIBILITY MAY BE REQUIRED. ACCESSIBLE ROUTE, TYP. REFLECTORIZED SIGN PANELMIN. OF 16GA. GALV. STL W/ PORCELAIN ENAMEL FINISH WHITE IMAGE ON BLUE FIELD BEADED REFLECTORIZED TEXTURE. COLOR #15090 FED. STANDARD 595B. INTERMATIONAL SYMBOL ACCESSIBILITY SIGN BOLTED TO GALV. STL PIPE 2" DIA. GLAV. STEEL PIPE PROVIDE ADD'L. "VAN ACCESSIBLE" TEXT AT VAN ACCESSIBLE EVCS STALLS VAN ACCESSIBLE PICTOGRAM SHALL BE A MINIMUM OF 6" HIGH SIGN SHALL BE A MINIMUM OF 70 SQUARE INCHES EVCS NOT REGULATED BY §11B-812 SIGN NOTES (§11B-812.8) : - WHERE FOUR OR FEWER TOTAL EVCS STALLS ARE PROVIDED ON THE SITE, IDENTIFICATION SIGN IS NOT REQUIRED - WHERE FOR FIVE TO 25 TOTAL EVCS STALLS ARE PROVIDED, ONE VAN ACCESSIBLE EVCS SHALL BE IDENTIFIED. STANDARD ACCESSIBLE EVCS STALLS SHALL NOT BE REQUIRED TO BE IDENTIFIED BY THIS SIGN. - WHERE FOR 26 OR MORE EVCS STALLS ARE PROVIDED, ALL REQUIRED VAN ACCESSIBLE AND ALL REQUIRED STANDARD ACCESSIBLE EVCS STALLS SHALL BE IDENTIFIED BY THIS SIGN. - AMBULATORY EVCS STALLS SHALL NOT BE REQUIRED TO BE IDENTIFIED BY A SIGN. NOTES: - ACCESSIBLE ELECTRICAL VEHICLE CHARGING STATIONS (EVCS) SHALL COMPLY WITH §11B-228.3 AND 11B-812 - THESE STALLS ARE NOT AND SHOULD NOT BE ACCESSIBLE PARKING STALLS PER §11B-208 & 11B-502 - THE STALL SHALL BE DESIGNED SO THAT THE ACCESSIBLE ROUTES ARE NOT OBSTRUCTED BY CABLES OR OTHER ELEMENTS (§11B-812.5.5) - THE STALL AND ACCESS AISLE SHALL HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION (§11B-812.3) - THE ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE. TWO VEHICLES MAY SHARE A COMMON AISLE (§11B-812.7) - THE STALL ACCESS AISLE MAY BE ON EITHER SIDE OF THE STALL EXCEPT FOR VAN STALLS WHICH SHALL BE LOCATED ON THE PASSENGER SIDE OF THE STALL (§11B-812.7.1) - THE OPERABLE PARTS OF THE CHARGER SHALL COMPLY WITH (§11B-309) 9'-0"5'-0"PER SITE PLAN 18 ' - 0 " M I N . EQ.EQ. PER SITE PLAN 12'-0"5'-0" 18 ' - 0 " 10'-0" 18 ' - 0 " 9'-0"5'-0" 20 ' - 0 " 80 " M I N . T O U N D E R S I D E OF S I G N ( P O S T M O U N T E D ) 60 " M I N . F O R A W A L L MO U N T E D S I G N ST E E L P I P E A N D F O O T I N G DO E S N O T OC C U R W H E N S I G N I S WA L L M O U N T E D 10 " 7" 6" 10 " 7" NO PARKING EV CHARGING ONLY NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY NO PARKING SINGLE ACCESS. PARKING STALL ACCESS. EVCS PARKING STALL DETECTABLE WARNING NOTES: TRAFFIC WHITE ACCESSIBLE PATH AND AISLEACCESS. PATH DIRECTIONAL SIGNACCESSIBLE PARKING SIGNSSITE ACCESSIBLE ADDITIONAL SIGN ACC. DROP-OFF & LOADING ZONES WALL MOUNTED DEVICES 5" DIA. NOTE: - PARKING STALLS MARKING SHALL COMPLY WITH CBC §11B-502.6.4.1 - PAINT SYMBOL AND PERIMETER STRIPE WITH (2) COATS OF TRAFFIC WHITE - PAINT SYMBOL BACKGROUND WITH (2) COATS OF TRAFFIC BLUE (COLOR #15090 IN FED. STD. 595B) 11/2" R 10 "41/2" 45/8" 30 " 5" 11/2" 3" 31/2" 5" 93.00° 3'-0" MIN. 3' - 0 " M I N . 3" 3" 68.00° 3" 3"3" 3" ACCESS. PARKING SYMBOL ACCESS. OBSTRUCTIONS NO PARKING NO PARKING PROVIDE STOP AS NEEDED 28 A.6.2 28 NOT USED 2. REACH REQUIREMENTS SHALL COMPLY WITH CBC §11B-308 SEE NOTE 1 BELOW AND SHALL EXTEND THE SAME DEPTH AS THE SALES OR SERVICE COUNTER TOP. CBC 11B-904.4.1 CL SHEET NUMBER: REVISIONS DETAILS PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 SHEET NAME: CONSULTANT: A FOR PERMIT SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 A6.1 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net B PCC-1 1 PERMIT REVISION DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba INTREPID GROUP AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF PD&C, INC. dba INTREPID GROUP. T W O N E W F L O W E R R O O M S A N D O N E N E W V E G R O O M 1 8 2 1 E . N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 2 PERMIT REV. PCC NOTE: ALL REBAR CALLOUTS INDICATE (2) LAYERS 1 1/2" COVER EA FACE 30" 4" EMBED W/ SIMPSON SET 36 EPOXY EA DOWEL (2) #4x30" (2) #4 x 2'-6" (6) LOCATIONS AS SHOWN (12) TOTAL f'c= 4000 psi MIN CONCRETE FILL BACK OVERCUT, TYP 1'-0" FINAL ROUGH OPENING SCALE NTS1 (N) DOOR DETAIL SCALE NTS2 DPS PANELS DETAIL SCALE NTS-NOT USED SCALE NTS-NOT USED SCALE NTS-NOT USED SHEET NUMBER: A6.2 REVISIONS DETAILS PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 SHEET NAME: CONSULTANT: A FOR PERMIT SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net B PCC-1 1 PERMIT REVISION DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba INTREPID GROUP AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF PD&C, INC. dba INTREPID GROUP. T W O N E W F L O W E R R O O M S A N D O N E N E W V E G R O O M 1 8 2 1 E . N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 2 PERMIT REV. PCC TV P CR TV REGIS T R I RNATC CEOF A L I FO NEER S GGTEE No. 17760 ELSTE Exp. RO ALC IA TI I PED ER O FERO LI ASSION QU LEN N B. 6-30-26 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t E-1.0 REF 2 22 2 2222 REGIS T R I RNATC CEOF A L I FO NEER S GGTEE No. 17760 ELSTE Exp. RO ALC IA TI I PED ER O FERO LI ASSION QU LEN N B. 6-30-26 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t E-2.0 REF 2 22 2 2222 R EGIS T R I RNATC CEOF A L I FO NEER S GGTEE No. 17760 ELSTE Exp. RO ALC IA TI I PED ER O F ERO LI ASSION QU LEN N B. 6-30-26 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t E-3.0 REF D D D REGIS T R I RNATC CEOF AL I FO NEER S GGTEE No. 17760 ELSTE Exp. RO ALC IA TI I PED ER O F ERO LI ASSION QU LEN N B. 6-30-26 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t E-3.1 REGIS T R I RNATC CEOF A L I FO NEER S GGTEE No. 17760 ELSTE Exp. RO ALC IA TI I PED ER O FERO LI ASSION QU LEN N B. 6-30-26 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t E-4.0 R EGIS T R I RNATC CEOF AL I FO NEER S GGTEE No. 17760 ELSTE Exp. RO ALC IA TI I PED ER O FERO LI ASSION QU LEN N B. 6-30-26 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t Red Vio Vi o Gr y Vi o Gr y Earth Ground Grn Lighting Load (1) Neutral Wht Unswitched Hot Blk 120/277 CAT 5 CABLE Red Vi o Gr y Vio Vi o Gr y Vi o Earth Ground Grn Lighting Load (1) Neutral Wht Unswitched Hot Blk 120/277 Vi o Gr y Gr y CAT 5 CABLE (TYPICAL) Red Vi o Gr y Vio Vio Gry Vi o Gr y Vi o Gr y 0-10VDC Dimming Ballast required. Earth Ground Grn Lighting Load (1) Lighting Load (2) Lighting Load (3) Yel Blu Vio Gry Vi o Gr y Earth Ground Grn Lighting Load (2) Lighting Load (3) Class 2 0-10 Volt Control Wiring Neutral Wht Unswitched Hot Blk 120/277 CAT 5 CABLE Yel Blu Vio Gry Class 2 0-10 Volt Control Wiring Neutral Wht Unswitched Hot Blk 120/277 CAT 5 CABLE (TYPICAL) Red Vi o Gr y Vio Vio Gry Vi o Gr y 0-10VDC Dimming Ballast required. Lighting Load (1) FUTURE CAT 5 CABLE INSTALLATION FOR DEMAND RESPONSE CONTROLS (VIA FUTURE ENERGY MANAGEMENT SYSTEM CAPABILITY AND INSTALLATION). FUTURE CAT 5 CABLE INSTALLATION FOR DEMAND RESPONSE CONTROLS (VIA FUTURE ENERGY MANAGEMENT SYSTEM CAPABILITY AND INSTALLATION). CONFIGUATION BUTTONS 6.5" (165 m m ) 6.5" ( 1 6 5 m m ) LMRC-212 Dimming Controller LMSW-102 2 Button LOAD ON/OFF/DIM BUTTONS CONFIGUATION: RED LED 6.5" (165 m m ) Rear Housing Front Cover Ceiling LMDC 100 Ceiling Mt Occ Sensor LMSW-108 8 Button Switch 4.100 2.625" (67 mm) REMOVABLE 0-10 VOLT TERMINALS Ceiling Hole Ceilng lock clip Ceiling RJ-45 Ceiling Hole 1.3004.100 1.700 1.3004.100 1.700 CONFIGUATION BUTTONS 6.5" ( 1 6 5 m m ) REMOVABLE 0-10 VOLT TERMINALS RJ-45 Rear Housing Front Cover LMRJ Series Pre-Terminated Cables or CAT5e. LMRJ Series Pre-Terminated Cables or CAT5e. 1.300 1.700 1.3004.100 1.700 1.5 " 3.9 " 1.2 " PHOTOCELL LENS 1.6 Wrap Bare Shield with Tape for strain relief 1.2 " 0.62"-1.25" (LMLS-400-L) ADJUSTABLE FOR MOUNTING MATERIAL PHOTOCELL LENS Include at least 1 LMCT on every project. LMLS-400 INDOOR PHOTO SENSOR Segment Network LM-MSTP, 3/#22 AWG Twisted Pair w/Shield Linear Topology (S) Green/White Wrap Bare Shield with Tape for strain relief From Previous Device To Next Device LMCT-100 Wireless Configuration Tool 2.5 2.0 Twist & Wrap Shield Together S + - CEILING OR FIXTURE WALL 1.5 " 3.9 " 0;0"-0.62" (LMLS-400) SEGMENT MANAGER LMLS-201NETWORK BRIDGE LMBC-300 2.5 1.6 2.0 DLM Terminal block for MS/TP Segment Network MS/TP LOAD STATUS: BLUE LEDS Wrap Bare Shield with Tape for strain relief (S) Green/White Wrap Bare Shield with Tape for strain relief From Previous Device To Next Device Twist & Wrap Shield Together S + - DLM Terminal block for MS/TP Segment Network MS/TP E-5.0 REGIS T R I RNATC CEOF AL IFO NEER S GGTEE No. 17760 ELSTE Exp. RO ALC IA TI I PED ER O F ERO LI ASSION QU LEN N B. 6-30-26 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t M J J SINGLE LINE DIAGRAM E-6.0 SINGLE LINE DIAGRAM KEYED NOTES REGIS T R I RNATC CEOF AL IFO NEER S GGTEE No. 17760 ELSTE Exp. RO ALC IA TI I PED ER O F ERO LI ASSION QU LEN N B. 6-30-26 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t E-7.0 ELECTRICAL SPECIFICATIONS REGIS T R I RNATC CEOF A L I FO NEER S GGTEE No. 17760 ELSTE Exp. RO ALC IA TI I PED ER O FERO LI ASSION QU LEN N B. 6-30-26 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t E-8.0 A AA B B o 1 1 2 3 4 1 2 3 4 6" 4" REGIS T R I RNATC CEOF AL I FO NEER S GGTEE No. 17760 ELSTE Exp. RO ALC IA TI I PED ER O F ERO LI ASSION QU LEN N B. 6-30-26 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t E-9.0 REGIS T R I RNATC CEOF AL I FO NEER S GGTEE No. 17760 ELSTE Exp. RO ALC IA TI I PED ER O F ERO LI ASSION QU LEN N B. 6-30-26 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t E-10.0 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t MECHANICAL LEGENDS, NOTES AND SYMBOLS M-1.0 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t MECHANICAL EQUIPMENT SCHEDULE M-1.1 REF BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t MECHANICAL FLOOR PLAN M-2.0 1 MECHANICAL FLOOR PLAN REF BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t 1 MECHANICAL FLOOR PLAN MECHANICAL FLOOR PLAN M-2.1 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t 1 MECHANICAL ROOF PLAN MECHANICAL ROOF PLAN M-3.0 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t MECHANICAL DETAILS M-4.0 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t M-4.1 MECHANICAL DETAILS BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t MECHANICAL T-24 ENERGY COMPLIANCE FORMS A M-5.0 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t MECHANICAL T-24 ENERGY COMPLIANCE FORMS B M-5.1 2026-05-04 2026-05-04 SHEET NUMBER: REVISIONS SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 CONSULTANT: DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba RAND KRUSE AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dba RAND KRUSE. SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 A FOR PERMIT 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net N E W FLOW ER R O O M 1 8 2 1 N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 SHEET NUMBER: REVISIONS SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 CONSULTANT: DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba RAND KRUSE AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dba RAND KRUSE. SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 A FOR PERMIT 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net N E W FLOW ER R O O M 1 8 2 1 N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t STAMP: P-1.0 LEGENDS, NOTES AND SCHEDULES SER V I C E ABS P L A S T I C P I P E C.I. S O I L P I P E & F I T T I N G S , S . W . CPV C S D R 1 1 S C H . 4 0 & 8 0 COP P E R , T Y P E " L " COP P E R , T Y P E " K " MAT E R I A L SCH E D . 4 0 B L A C K S T E E L COP P E R , T Y P E " M " DW V C O P P E R REM A R K S PLUMBING WATER REDUCTION (FIXTURE FLOW RATES) TABLE 5.303.2.3 WATER REDUCTION (FIXTURE FLOW RATES) TABLE 4.303.4 1 PERMIT REVISION HB102.1 103.0 AT & T (E) ELECTRICAL 109 (N) FLOWER ROOM 4101 1,244 SF (E) HALLWAY 1 107 201 SF (E) BREAKROOM 110 273 SF (E) HALLWAY 3 104 339 SF (E) WOMEN'S 105 80 SF (E) MEN'S 106 66 SF (E) SECURE STORAGE / B.O.H. 108 527 SF (E) 1-HR RATED CORRIDOR (E) 1-HR RATED CORRIDOR (E) DRY ROOM 1 115 264 SF (E) HALLWAY 4 103 642 SF(E) 1-HR RATED CORRIDOR (E) FLOWER ROOM 2 118 1,781 SF (E) FLOWER ROOM 1 119 1,355 SF 3C 1 WH 1 MS 1 FS2 TYP. FS 1 FS 1 (E) GROW SUPPORT 117 330 SF 101.1 105.0 106.0 108.0 107.0 110.0 112.0 119.1 119.0 120.0 116.0115.0 102.0 HB 1 117.0 104.0 REF FS 2 DP 1 DP 1 DP 1 AC 1 AC 1 HB 1 1 HB 1 EF 1 EF 1 CU 1 CU 1 CU 1 CU 1 F 1 F 1 F 1 F 1 F 1 AF 1 AF 1 EF 1 28 ' - 0 " 6'-9" 4' - 0 " 24'-0" AF 1 AF 1 F 1 AC 1 F 1 F 1 F 1 FS 2 TYP. OF ONE, 5-TON UNIT FOR DRY ROOM. MOUNT TO EXTERIOR WALL. TYP. OF FOUR, 5-TON UNITS FOR VEG ROOM. MOUNT TO EXTERIOR WALL. TYP. OF SIX, 5-TON UNITS FOR FLOWER ROOM 1. MOUNT TO EXTERIOR WALL. TYP. OF 8, 5-TON UNITS FOR FLOWER ROOM 2. MOUNT TO EXTERIOR WALL. FD 1 D D D FC 1 (E) 1-HR RATED CORRIDOR (E) 1-HR RATED CORRIDOR CO2c 1 CO2c 1 CO2c 1 DP 1 CO2c 1 F 1 TYP. OF 3-TIER OF RACKING 131 SF TYP. OF 3/ROW OF RACKING (E) DRY ROOM 2 / HARVEST STORAGE AREA120 257 SF TYP. OF 2/ROW OF RACKING F 2 F 2 TYP. OF 2/ROW OF RACKINGF 2 118.0 FD 1 FD PROVIDE 2"H BERM SURROUNDING FLOOR DRAIN. 1 DH 1 NOTE: TANKS LOCATED WITHIN THIS ROOM ARE REQUIRED TO BE SURROUNDED BY A CONTAINMENT CURB. F 1 F 1 F 1 F 1 PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM SURROUNDING FLOOR DRAIN. PROVIDE 2"H BERM SURROUNDING FLOOR DRAIN. PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM AT FLOOR SINK. T 1 T 1 T 2 T 2 T 2 P 1 P 1 P 1 P 1 P 1 F 1 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKING GL 1 F 1 DH 1 2- T I E R R O W O F R A C K I N G GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 TYP. OF 3-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G TYP. OF 3-TIER OF RACKING TYP. OF 3-TIER OF RACKING TYP. OF 3-TIER OF RACKING TYP. OF 5 PER 2-TIER ROW OF RACKING TYP. OF 2-TIER OF RACKING F 2 TYP. OF 3/ROW OF RACKING F 220 ' - 0 " TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 5 PER 2-TIER ROW OF RACKING TYP. OF 5 PER 2-TIER ROW OF RACKING TYP. OF 5 PER 2-TIER ROW OF RACKING TYP. OF 5 PER 2-TIER ROW OF RACKING CU 1 TYP. OF 1, 5-TON UNITS FOR DRY ROOM 2. MOUNT TO EXTERIOR WALL. DH 1 DH 1 FC 1 FC 1 DH 2 DH 1 DH 1 FC 1 FC 1 FC 1 (E) HALLWAY 4 1031-HR RATED CORRIDOR 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 FC 1 FC 1 FC 1 DH 2 FC 1 DH 1 FC 1 FC 1 DH 2 FC 1 DH 2 FC 1 FC 1 FC 1 DH 1 DH 1 DH 1 FC 1 FC 1 DH 1 DH 2 FC 1 (N) TRIM ROOM 113 433 SF (E) VEG ROOM 116 817 SF (E) MSB (E) T (E) T (N) FLOWER ROOM 3 114 1,246 SF 114.0 FD 1 4'-3" 7' - 4 " FS 1 PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM AT TRENCH DRAIN. 7' - 4 " (N) VEG 2 102 841 SF 3- T I E R R O W O F RA C K I N G 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 FD 1 PROVIDE 2"H BERM AT TRENCH DRAIN. 4'-2" 18 LIGHTS PER 3-TIER ROW OF RACKINGGL 1 GR 1 3- T I E R R O W O F RA C K I N G 18 LIGHTS PER 3-TIER ROW OF RACKINGGL 1 GR 1 3- T I E R R O W O F RA C K I N G 18 LIGHTS PER 3-TIER ROW OF RACKINGGL 1 GR 1 FS 1 PROVIDE 2"H BERM AT FLOOR SINK. FS 1 PROVIDE 2"H BERM AT FLOOR SINK. 6' - 1 " (N) STORAGE 112 299 SF FD 1 PROVIDE 2"H BERM AT TRENCH DRAIN. (E) 1-HR RATED CORRIDOR (N) (N) (N) 1 A6.2 6, 8 A6.1 6, 8 A6.1 6, 8 A6.1 113.0 107.1 101.0 114.1 17 A6.0 4 A6.0 11 A6.017 A6.0 2 A6.2 2 A6.2 1 SCALE : 3/16" = 1'-0" PLUMBING WASTE AND VENT FLOOR PLAN SHEET NUMBER: REVISIONS SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 CONSULTANT: DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba RAND KRUSE AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dba RAND KRUSE. SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 A FOR PERMIT 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net N EW FL OWE R R O O M 1 8 2 1 N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 SHEET NUMBER: REVISIONS SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 CONSULTANT: DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba RAND KRUSE AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dba RAND KRUSE. SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 A FOR PERMIT 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net N EW FL OWE R R O O M 1 8 2 1 N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t STAMP: PLUMBING WASTE AND VENT FLOOR PLAN P-2.0 1 PERMIT REVISION HB102.1 103.0 AT & T (E) ELECTRICAL 109 (N) FLOWER ROOM 4101 1,244 SF (E) HALLWAY 1 107 201 SF (E) BREAKROOM 110 273 SF (E) HALLWAY 3 104 339 SF (E) WOMEN'S 105 80 SF (E) MEN'S 106 66 SF (E) SECURE STORAGE / B.O.H. 108 527 SF (E) 1-HR RATED CORRIDOR (E) 1-HR RATED CORRIDOR (E) DRY ROOM 1 115 264 SF (E) HALLWAY 4 103 642 SF(E) 1-HR RATED CORRIDOR (E) FLOWER ROOM 2 118 1,781 SF (E) FLOWER ROOM 1 119 1,355 SF 3C 1 WH 1 MS 1 FS2 TYP. FS 1 FS 1 (E) GROW SUPPORT 117 330 SF 101.1 105.0 106.0 108.0 107.0 110.0 112.0 119.1 119.0 120.0 116.0115.0 102.0 HB 1 117.0 104.0 REF FS 2 DP 1 DP 1 DP 1 AC 1 AC 1 HB 1 1 HB 1 EF 1 EF 1 CU 1 CU 1 CU 1 CU 1 F 1 F 1 F 1 F 1 F 1 AF 1 AF 1 EF 1 28 ' - 0 " 6'-9" 4' - 0 " 24'-0" AF 1 AF 1 F 1 AC 1 F 1 F 1 F 1 FS 2 TYP. OF ONE, 5-TON UNIT FOR DRY ROOM. MOUNT TO EXTERIOR WALL. TYP. OF FOUR, 5-TON UNITS FOR VEG ROOM. MOUNT TO EXTERIOR WALL. TYP. OF SIX, 5-TON UNITS FOR FLOWER ROOM 1. MOUNT TO EXTERIOR WALL. TYP. OF 8, 5-TON UNITS FOR FLOWER ROOM 2. MOUNT TO EXTERIOR WALL. FD 1 D D D FC 1 (E) 1-HR RATED CORRIDOR (E) 1-HR RATED CORRIDOR CO2c 1 CO2c 1 CO2c 1 DP 1 CO2c 1 F 1 TYP. OF 3-TIER OF RACKING 131 SF TYP. OF 3/ROW OF RACKING (E) DRY ROOM 2 / HARVEST STORAGE AREA120 257 SF TYP. OF 2/ROW OF RACKING F 2 F 2 TYP. OF 2/ROW OF RACKINGF 2 118.0 FD 1 FD PROVIDE 2"H BERM SURROUNDING FLOOR DRAIN. 1 DH 1 NOTE: TANKS LOCATED WITHIN THIS ROOM ARE REQUIRED TO BE SURROUNDED BY A CONTAINMENT CURB. F 1 F 1 F 1 F 1 PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM SURROUNDING FLOOR DRAIN. PROVIDE 2"H BERM SURROUNDING FLOOR DRAIN. PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM AT FLOOR SINK. T 1 T 1 T 2 T 2 T 2 P 1 P 1 P 1 P 1 P 1 F 1 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING 2-TIER ROW OF RACKING TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKING GL 1 F 1 DH 1 2- T I E R R O W O F R A C K I N G GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 GR 1 GL 2 TYP. OF 3-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G 2- T I E R R O W O F R A C K I N G TYP. OF 3-TIER OF RACKING TYP. OF 3-TIER OF RACKING TYP. OF 3-TIER OF RACKING TYP. OF 5 PER 2-TIER ROW OF RACKING TYP. OF 2-TIER OF RACKING F 2 TYP. OF 3/ROW OF RACKING F 220 ' - 0 " TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 TYP. OF 6 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 5 PER 2-TIER ROW OF RACKING TYP. OF 5 PER 2-TIER ROW OF RACKING TYP. OF 5 PER 2-TIER ROW OF RACKING TYP. OF 5 PER 2-TIER ROW OF RACKING CU 1 TYP. OF 1, 5-TON UNITS FOR DRY ROOM 2. MOUNT TO EXTERIOR WALL. DH 1 DH 1 FC 1 FC 1 DH 2 DH 1 DH 1 FC 1 FC 1 FC 1 (E) HALLWAY 4 1031-HR RATED CORRIDOR 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 2- T I E R R O W O F R A C K I N G TYP. OF 7 PER 2-TIER ROW OF RACKING GL 1 TYP. OF 2-TIER OF RACKINGGR 1 FC 1 FC 1 FC 1 DH 2 FC 1 DH 1 FC 1 FC 1 DH 2 FC 1 DH 2 FC 1 FC 1 FC 1 DH 1 DH 1 DH 1 FC 1 FC 1 DH 1 DH 2 FC 1 (N) TRIM ROOM 113 433 SF (E) VEG ROOM 116 817 SF (E) MSB (E) T (E) T (N) FLOWER ROOM 3 114 1,246 SF 114.0 FD 1 4'-3" 7' - 4 " FS 1 PROVIDE 2"H BERM AT FLOOR SINK. PROVIDE 2"H BERM AT TRENCH DRAIN. 7' - 4 " (N) VEG 2 102 841 SF 3- T I E R R O W O F RA C K I N G 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 20 LIGHTS PER 2-TIER ROW OF RACKINGGL 1 2- T I E R R O W O F RA C K I N G GR 1 FD 1 PROVIDE 2"H BERM AT TRENCH DRAIN. 4'-2" 18 LIGHTS PER 3-TIER ROW OF RACKINGGL 1 GR 1 3- T I E R R O W O F RA C K I N G 18 LIGHTS PER 3-TIER ROW OF RACKINGGL 1 GR 1 3- T I E R R O W O F RA C K I N G 18 LIGHTS PER 3-TIER ROW OF RACKINGGL 1 GR 1 FS 1 PROVIDE 2"H BERM AT FLOOR SINK. FS 1 PROVIDE 2"H BERM AT FLOOR SINK. 6' - 1 " (N) STORAGE 112 299 SF FD 1 PROVIDE 2"H BERM AT TRENCH DRAIN. (E) 1-HR RATED CORRIDOR (N) (N) (N) 1 A6.2 6, 8 A6.1 6, 8 A6.1 6, 8 A6.1 113.0 107.1 101.0 114.1 17 A6.0 4 A6.0 11 A6.017 A6.0 2 A6.2 2 A6.2 SHEET NUMBER: REVISIONS SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 CONSULTANT: DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba RAND KRUSE AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dba RAND KRUSE. SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 A FOR PERMIT 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net N EW F L OWE R R O O M 1 8 2 1 N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 SHEET NUMBER: REVISIONS SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 CONSULTANT: DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba RAND KRUSE AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dba RAND KRUSE. SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 A FOR PERMIT 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net N EW F L OWE R R O O M 1 8 2 1 N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t STAMP: 11 PLUMBING WATER FLOOR PLAN PLUMBING WATER FLOOR PLAN P-2.1 1 PERMIT REVISION SHEET NUMBER: REVISIONS SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 CONSULTANT: DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba RAND KRUSE AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dba RAND KRUSE. SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 A FOR PERMIT 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net N E W FLOW ER R O O M 1 8 2 1 N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 SHEET NUMBER: REVISIONS SHEET NAME: PREPARED BY: OWNER: PROJECT: STAMP:JOB NUMBER: XXXXX DATE: 00.00.00 CONSULTANT: DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. dba RAND KRUSE AND MAY NO BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dba RAND KRUSE. SANTA ANA VENTURES, INC. 1821 E. NEWPORT CIRCLE SANTA ANA, CA 92705 A FOR PERMIT 3419 Via Lido, Ste. 225 Newport Beach, CA 92663 949.500.9416 www.intrepid-group.net N E W FLOW ER R O O M 1 8 2 1 N E W P O R T C I R C L E S A N T A A N A , C A 9 2 7 0 5 BF Co n s u l t i n g D e s i g n Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t BF Co n s u l t i n g D e s i g n FA X ( 8 1 8 ) 5 7 9 - 7 7 5 1 TE L . ( 8 1 8 ) 7 9 5 - 3 4 8 7 Co n s u l t i n g M e c h a n i c a l E l e c t r i c a l 12 2 0 0 S t a g g S t r e e t No r t h H o l l y w o o d , C A . 9 1 6 0 5 an d P l u m b i n g E n g i n e e r s MO B I L E ( 8 1 8 ) 7 9 5 - 3 4 8 7 EM A I L b e n . b f c o n s u l t i n g @ a t t . n e t STAMP: PLUMBING DETAILS P-3.0 1 PERMIT REVISION STRUCTURAL NOTES S0 RE S T R I C T I V E N O T I C E DA T E RE V I S I O N S SHEET SHEET DESCRIPTION STAMP NO : 3/27/25 RO O F T O P U N I T DATE: 18 2 1 N E W P O R T C I R C L E SA N T A A N A , C A 9 2 7 0 5 TH E S E D E S I G N S , D R A W I N G S , A N D SP E C I F I C A T I O N S A R E E X C L U S I V E T O GE T S T R U C T U R A L T H E S E D R A W I N G S CA N N O T B E C O P I E D , T R A N S F E R R E D , O R RE P R O D U C E D N O R C A N A N Y O T H E R ST R U C T U R E S B E B U I L T F R O M T H E M WI T H O U T W R I T T E N C O N S E N T RE V I S I O N S 30 0 0 E . B I R C H S T R E E T SU I T E 2 0 3 BR E A , C A 9 2 8 2 1 TE L : ( 9 0 9 ) 5 6 9 - 1 8 8 6 in f o @ G e t S t r u c t u r a l . c o m JOB: C24-0548 PHONG TR UONG STATE OF CALIFORNIA REGISTERED PROFESSIONAL ENGINEER NO. C70784 EXP. 06/30/2025 CIV IL 3/ 1 7 / 2 5 CL I E N T R E V I S I O N SHEET INDEX: SHEET TITLE S0 STRUCTURAL NOTES S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN SD1 FOUNDATION DETAILS SD2 FRAMING DETAILS 1.THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING ANY WORK. THE ENGINEER ( GET STRUCTURAL ) SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES. 2.ARCHITECT/DESIGNER SHALL VERIFY ALL DIMENSIONS AND PLAN LAYOUT PRIOR TO CITY SUBMITTAL. THE ENGINEER ( GET STRUCTURAL ) SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES. 3.DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 4.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 5.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE (CBC), AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 6.APPROVAL BY THE INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS AND/OR SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ENGINEER ( GET STRUCTURAL ) FOR INTERPRETATION OR CLARIFICATION. 7.SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR PITS, TRENCHES, ROOF OPENINGS, DEPRESSIONS ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. 8.VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY ENGINEER. 9.THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ENGINEER ( GET STRUCTURAL ). THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE/SHE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. STRUCTURAL OBSERVATION JOBSITE VISITS BY THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 10.CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER ( GET STRUCTURAL ) AND THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. 11.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 12.CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO THE ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN NO "BID SET" DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ARE NOT CONSTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH. 13.ALL GUARD AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A POINT LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AND AT ANY POINT TO TOP RAIL. A 50 PLF LOAD IS REQUIRED AT 3-STORY AND MULTI-FAMILY PROJECTS. IF OCCUPANT LOAD IS LESS THAN 50, A 20 PLF LOAD MAY BE USED. 14.THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION. 15.SLAB-ON-GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS RECOMMENDATIONS SOLELY, U.N.O. THE SLAB-ON-GRADE IS A NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER, UNLESS NOTED OTHERWISE. 16.IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL GENERAL NOTES AND THE STRUCTURAL GENERAL NOTES (SHT SGN), THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 1.ALL REINFORCING SHALL BE ASTM A-615 GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING SHALL BE ASTM A-615 GRADE 60 FOR #5 BARS AND LARGER. WELDED WIRE FABRIC TO BE ASTM A-185, LAP 1-1/2 SPACES, 9" MIN. FOR STRUCTURAL SLABS ALL REINFORCING #5 AND LARGER TO BE ASTM A-615 GRADE 60 2.ALL BARS SHALL BE DEFORMED AS PER ASTM A615 / A615M. 3.ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 4.ALL BENDS SHALL BE MADE COLD. 5.SPLICING OF #3-#6 BARS SHALL HAVE A MIN. LAPPING OF 30 DIA. OR 2'-0" MIN. IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, EXCEPT AS NOTED ON PLANS. MASONRY REINFORCEMENT SHALL HAVE LAPPINGS OF 40 DIA. FOR GRADE 40 AND 48 DIA. FOR GRADE 60 OR 2'-0" MIN., U.N.O. 6.ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE. 7.CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BARS. COVER SHALL BE AS FOLLOW: CONCRETE MASONRY A.POURED AGAINST EARTH 3"2" B.POURED AGAINST FORM BELOW GRADE 2"2" #6 AND LARGER 2"2' #5 AND SMALLER 1 1 2"1 1 2" C.FORMED SLABS 1"1" D.SLABS ON GRADE (FROM TOP OF SLAB) 1"1" E.COLUMNS AND BEAMS TO MAIN BARS 1 1 2"2" F.WALLS EXPOSED TO WEATHER 1 1 2"1 1 2" NOT EXPOSED TO WEATHER, #11 AND SMALLER 3 4"3 4" #14 AND #18 1 1 2"1 1 2" 1.ALL SITE PREPARATION, EXCAVATION AND COMPACTION SHALL BE DONE UNDER THE SUPERVISION OF THE LICENSE CONTRACTOR AND THE SOIL ENGINEER (IF APPLICABLE) 2.SEPARATE PERMITS SHALL BE OBTAINED FOR ALL FENCES, PLANTERS AND WALLS, AS REQUIRED. 3.PROVIDE NON-EXPANSIVE FILL AS REQUIRED TO LEVEL PAD. 4.SURFACE WATER WILL DRAIN AWAY FROM BUILDING. DRAINAGE SHALL BE 2% (MIN.) FROM BUILDING TO SWALE LINE. SWALE SHALL DRAIN AT 1% (MIN.) FROM REAR OF BUILDING TO STREET. 5.THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FROM THE BOTTOM OUTSIDE CORNER OF ANY FOOTING. 6.SLAB SUBGRADE REQUIREMENTS ARE NOT WITHIN THE SCOPE OF WORK AND/OR LIABILITY OF ENGINEER OF RECORD ( GET STRUCTURAL ). 7.ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION. 8.PLACE 20'-0" REBAR IN FOUNDATION AT SERVICE LOCATIONS. STUB UP REBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS. 9.FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION PLAN. (ZIP STRIP OR EQUAL). MINIMUM OF 20'-0" O.C. EACH WAY IS RECOMMENDED. 10.DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE (5 SACKS MIN.), U.N.O. 11.FOR POST-TENSION SLAB, REFER TO APPROVED PLANS PREPARED BY OTHERS (WHEN OCCURS). 12.MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL CONFORM TO THE LOCAL AHJ REQUIREMENTS OR THE SOILS ENGINEER'S RECOMMENDATIONS (IF APPLICABLE) FOUNDATION/SITEWORK REINFORCING STEEL GENERAL NOTES EXPOSURE REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS (ACI 318-19, Table 19.3.2.1) CLASS MAX. W/C MIN. F'c (PSI) ADDITIONAL REQUIREMENTS AIR CONTENT LIMITS ON CEMENT. MAT'L. F0 N/A 2,500 N/A N/A F1 0.45 4,500 ACI 318-19 TABLE 19.3.3.1 N/A F2 0.45 4,500 N/A F3 0.45 4,500 ACI 318-19 TABLE 19.2.1.1 EXPOSURE CLASS 1 1 FREEZING/THAWING SULFATE LOW PERMEABILITY CORROSION ACI 318-19 TABLE 19.3.3.1 ACI 318-19 TABLE 19.3.3.1 NOTES: 1. FOR LIGHT WEIGHT CONCRETE, SEE ACI 318-19, SECTION 19.2.4.2 2.ALTERNATIVE COMBINATIONS OF CEMENTITIOUS MATERIAL OF THOSE LISTED IN TABLE 19.3.2.1 SHALL BE PERMITTED WHEN TESTED FOR SULFATE RESISTANCE AND MEETING THE CRITERIA IN SECTION 19.3.1.1 3.FOR SEAWATER EXPOSURE, OTHER TYPES OF PORTLAND CEMENTS WITH TRICALCIUM ALUMINATE (C3A) CONTENTS UP TO 10% ARE PERMITTED IF THE W/C DOES NOT EXCEED 0.40 4.OTHER AVAILABLE TYPES OF CEMENT SUCH AS TYPE III OR TYPE I ARE PERMITTED IN EXPOSURE CLASSES S1 or S2 IF C3A CONTENTS ARE LESS THAN 8% or 5%, RESPECTIVELY 5.THE AMOUNT OF THE SPECIFIC SOURCE OF POZZOLAN or SLAG TO BE USED SHALL NOT BE LESS THAN THE AMOUNT DETERMINED BY SERVICE RECORD TO IMPROVE SULFATE RESISTANCE WHEN USED IN CONCRETE CONTAINING TYPE V CEMENT. ALT: THE AMOUNT OF THE SPECIFIC SOURCE OF THE POZZOLAN or SLAG TO BE USED SHALL NOT BE LESS THAN THE AMOUNT TESTED PER ASTM C1012 AND MEETING CRITERIA OF ACI 318-19, SECTION 19.3.1.1 6.WATER SOLUBLE CHLORIDE ION CONTENT THAT IS CONTRIBUTED FROM THE INGREDIENTS INCLUDING WATER, AGGREGATES, CEMENT AND ADMIXTURES SHALL BE DETERMINED PER ASTM C1218 BETWEEN 28 AND 42 DAYS. 1.ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA RESIDENTIAL CODE (CRC 2022) 2.CONCRETE SHALL CONFORM TO "EXPOSURE CLASS" REQUIREMENTS OF ACI 318-19 REFER TO SOILS REPORT FOR SOIL CONDITIONS. 3.ALL CEMENT SHALL CONFORM TO ASTM C-150, C-595 OR C-1157. USE CEMENT TYPE TYPE II 4.FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT CONCRETE. 5.CONCRETE FOR SLAB-ON-GRADE SHALL HAVE A MAX. SLUMP OF 5" PER ASTM C-143 AND MAX. SLUMP OF 4" FOR FOOTINGS AND GRADE BEAMS, U.N.O. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED PER ASTM C-94. 6.DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 7.ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURED INTO PLACE AND INSPECTED PRIOR TO POURING CONCRETE. 8.CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10-DAYS OR BY AN APPROVED CURING COMPOUND. 9.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR STEPS, DEPRESSIONS, PITS, CURBS, ETC. 10.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS, A/C PADS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS. 11.ALL STRUCTURAL CONCRETE f'c = 2500 PSI ALL SLAB-ON-GRADE f'c = 2500 PSI ALL CONTINUOUS FOOTINGS AND PADS f'c = 2500 PSI ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH 28 - DAYS (MIN. W/C RATIO=0.5). CONCRETE LUMBER/CARPENTRY DESIGN LOADS 1.ALL GLUED LAMINATED MEMBERS SHALL BE MADE OF 1-1/2" DOUGLAS-FIR LARCH (DF) LAMINATIONS, COMBINATION 24F-V4 PER AITC/APA (U.N.O.). 2.DESIGN VALUES: Fb=2400 PSI; Fv=240 PSI; E=1.8X106 PSI 3.INDUSTRIAL APPEARANCE GRADE PER APA-EWS SHALL BE USED, WITH A MOISTURE CONTENT BETWEEN 7 - 14 PERCENT, UNLESS NOTED OTHERWISE. 4.FABRICATOR SHALL BE A MEMBER OF AITC AND ALL FABRICATION SHALL BE PERFORMED IN ACCORDANCE WITH AITC-A190.1 & ASTM-3737. LUMBER SHALL BE MARKED WITH AN AITC or APA-EWS GRADE STAMP INDICATING CONFORMANCE WITH ALL APPLICABLE SPECIFICATIONS AND REQUIREMENTS. 5.GLUED LAMINATED MEMBERS SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION. CONTRACTOR SHALL BEAR EXPENSES OF INSPECTION AND TESTS. A CERTIFICATE OF INSPECTION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO INSTALLATION. 6.ALL GLUED LAMINATED BEAMS WILL HAVE A STANDARD CAMBER BASED ON A RADIUS = 3500, UNLESS NOTED OTHERWISE. PARALLAM PSL 2.2E BY I-LEVEL PER ESR-1387 f b = 2900 PSI; f v = 290 PSI; E = 2.2x106 PSI TIMBERSTRAND LSL 1.55E BY I-LEVEL PER ESR-1387 f b = 2250 PSI; f v = 310 PSI; E = 1.55x106 PSI MICROLAM LVL BY I-LEVEL PER ESR-1387 f b = 2600 PSI; f v = 285 PSI; E = 2.0x106 PSI 7.ALTERNATE ENGINEERED WOOD PRODUCTS MUST BE APPROVED IN WRITING BY ENGINEER ( GET STRUCTURAL ) PRIOR TO INSTALLATION. 8.REFER TO LSL, LVL, AND PSL MANUFACTURER SPECIFICATIONS FOR DRILLING OF HOLES 9.PROVIDE MULTIPLE 2x4 SQUASH BLOCKS UNDER BEARING POINT LOAD (POST) (OR MSB) FROM ABOVE TO TOP PLATES BELOW AT FLOOR LEVEL. 10.I-LEVEL I-JOISTS PER ICC ESR#1533 11.LOUISIANA PACIFIC I-JOISTS PER ICC ESR#1130 12.BOISE CASCADE I-JOISTS PER ICC ESR#1336 13.ROSEBURG I-JOISTS PER ICC ESR#1251 14.PROVIDE DOUBLE I-JOISTS OR DOUBLE I-JOIST BLOCKS WHEN 16d SOLE PLATE NAILING (SPN) IS LESS THAN 4" O.C. AT SHEAR WALL ABOVE. 15.REFER TO I-JOIST MANUFACTURER SPECIFICATION FOR DRILLING OF HOLES THRU I-JOIST WEB. NOTCHING OF I-JOIST FLANGE IS PROHIBITED. GLULAMS/MFR. WD. PROD. SIMPSON ICC - ESR REPORTS 1.CONTINUOUS AND PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE WORK AS DESCRIBED IN CBC 2022 CHAPTER 17, SEE INSPECTION SCHEDULE BELOW ONLY CHECKED ITEMS ARE REQUIRED 2.APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OF FAILURE TO COMPLY WITH THE PLANS OR SPECIFICATIONS. ANY DETAIL THAT FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE STRUCTURAL ENGINEER FOR INTERPRETATION OR CLARIFICATION 3.FOR VERIFICATION AND INSPECTION OF SOILS SEE SOILS REPORT 4.CONTINUOUS SPECIAL INSPECTION PER AWS D1.1 IS REQUIRED FOR ALL STRUCTURAL STEEL WELDING, EXCEPT FOR SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE WELDING INSPECTORS SHALL BE AWS Q.C.-1 CERTIFIED 5.STRUCTURAL WOOD. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS, AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER FASTENING OF COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS, AND HOLDOWNS EXCEPTION: SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO OTHER COMPONENTS OF THE SEISMIC-FORCE-RESISTING SYSTEM, WHERE THE FASTENER SPACING OF THE SHEATHING IS MORE THAN 4 INCHES ON CENTER (O.C.) INSPECTIONS SHALL BE PERFORMED BEFORE COVERING 6.CONTRACTORS RESPONSIBLE FOR CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING SYSTEM/COMPONENT LISTED IN THIS STATEMENT OF SPECIAL INSPECTION SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE LADBS INSPECTORS AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON SUCH A SYSTEM OR COMPONENT PER SEC 1704.4. 7.WHERE FABRICATION OF MEMBERS AND ASSEMBLIES IS PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED BY THIS SECTION, UNLESS THE FABRICATOR IS REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE OF VERIFYING APPROVAL OF FABRICATOR. TYPE OF WORK CONCRETE WORK SHOTCRETE WORK DRIVEN DEEP FOUND. ELEMENT COLD FORMED STEEL STRUCTURAL WOOD HIGH LOAD DIAPHRAGMS MASONRY WORK HIGH STRENGTH BOLTING STRUCTURAL STEEL WELDING STRUCTURAL STEEL POST INSTALLED ANCHORS CAST IN PLACE DEEP FOUND. REINFORCING STEEL SOIL CONDITION CODE REFERENCE CBC TABLE 1705.3 CBC TABLE 1705.3 CBC 1705.3.1 CBC TABLE 1705.3 CBC 1705.2 CBC 1705.2 CBC 1705.2 CBC 1705.4 CBC 1705.5.1 CBC 1705.12.1 CBC 1705.12.2 SEE NOTE 5 ABOVE SEE ALSO ICC APPROVAL REMARKS INSPECTION SCHEDULE CBC 1705.7 CBC TABLE 1705.8 CBC TABLE 1705.6 SEE SOILS REPORT FOR COMPLIANCE SPECIAL INSPECTION SEISMIC DESIGN DATA IMPORTANCE FACTOR 1.0 SITE CLASS D SS 1.271 S1 0.455 SDS 1.017 SD1 0.560 SDC D LATERAL FORCE RESISTING SYSTEM A.15 BASE SHEAR CS 0.156 R 6.5 W 2.50 PROCEDURE USED ELF REDUNDANCY FACTOR 1.3 WIND DESIGN PROCEDURE USED MWFRS BASIC WIND SPEED 95 MPH RISK CATEGORY II WIND EXPOSURE C SOIL 1500 PSF PER CBC 2022 ROOF DL =10 PSF LL =20 PSF VAULTED ROOF DL =15 PSF LL = 20 PSF FLOOR DL =15 PSF LL =40 PSF CEILING DL =5 PSF LL =10 PSF EXTERIOR WALL DL =15 PSF INTERIOR WALL DL =10 PSF IP(MS), IS(<70), (MS) IP(HS), IS(<70), (HS) IP(HS)+POZ.orSLAG5 IS(<70), (HS)+POZ.5 HS+POZZOLAN or SLAG5 NOT PERMITTED NOT PERMITTED V+POZZOLAN or SLAG5 CEMENTITIOUS MATERIAL TYPE2 HS MS --------- --- --- V4 II3 N/AS0 2,500 S1 0.50 4,000 S2 0.45 4,500 4,5000.45S3 P1 P0 N/A 0.50 4,000 2,500 NONE NONE MAX. W/C1 MIN. F'c (PSI) MAX. CHLORIDE ION CONTENT % BY WT.6 MAX. W/C1 MIN. F'c (PSI)ADDITIONAL REQUIREMENTSEXPOSURE CLASS EXPOSURE CLASS MAX. W/C1 MIN. F'c (PSI) CALCIUM CHLORIDEASTM C1157ASTM C595ASTM C150 C0 N/A 2,500 1.00 0.06 --- C1 N/A 2,500 0.30 0.06 --- C2 0.40 5,000 0.15 0.06 ACI 19.3.2.1 & 20.6.1.4.2 RELATED PROVISIONSREINFORCED CONC.PRESTRESSED CONC. 1.ALL STRUCTURAL SAWN LUMBER SHALL BE GRADED BY ONE OF THE FOLLOWING: W.C.L.I.B., W.W.P.A., N.L.G.A, or PS 20. 2.ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR (PTDF), U.N.O 3.HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. 4.ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO APPLICATION OF FINISH MATERIALS (PLYWOOD, PLASTER, DRYWALL, INSULATION, ETC.) 5.STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. CONTACT ENGINEER IF NOT SHOWN. 6.CROSS-BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAX. FOR ALL 2X FLOOR JOISTS OVER 10" IN DEPTH AND ALL 2X ROOF RAFTERS OVER 10" DEPTH. USE SOLID BLOCKING OR AN APPROVED METAL TYPE BRIDGING. 7.ALL STRUCTURAL PLYWOOD SHALL BE A.P.A. RATED SHEATHING (OR OSB) EXPOSURE 1 OR EXTERIOR UNLESS NOTED OTHERWISE AND CONFORM TO DOC PS1 OR PS2. EACH SHEET SHALL BE IDENTIFIED BY GRADE MARK OF D.F.P.A OR A.P.A. 8.ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 9.ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM "SIMPSON STRONG-TIE" (TM). SUBSTITUTIONS MUST BE ICC-ESR PRODUCTS AND PRE-APPROVED IN WRITING BY ENGINEER ( GET STRUCTURAL ). 11. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH (OR BTR.), 19% MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES, U.N.O.: 12.FLOOR SHEATHING TO BE NAILED AND GLUED TO THE JOISTS. USE ADHESIVES PER A.P.A. AFG-01 OR ASTM D3498. 13.FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS, AND HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL CONTRACTOR. 14.WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL COVERING, PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS BETWEEN SOLE PLATE AND ANY TOP PLATE. "Z" BAR METAL SHALL BE USED AT EXTERIOR HORIZONTAL JOINTS. 15.INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIREBLOCKS SHALL BE OF 2 INCH NOMINAL THICKNESS. LOCATION OF FIREBLOCKS SHALL INCLUDE: A.STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS. B.AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKET DOORS C.BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS. 22.FASTENING OF MULTIPLE MEMBERS: DOUBLE & TRIPLE JOISTS; 16d NAILS AT 12" O.C STAGGERED (BOTH SIDES FOR TRIPLES). FOUR OR MORE JOISTS; 1/2" DIA. M.B's AT 18" O.C STAGGERED. 4X OR LARGER BEAMS; 1/2" DIA. M.B's AT 12" O.C STAGGERED. 23.ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE OF HEART CENTER (FOHC). 24.ALL HANGING 2X JOISTS SHALL UTILIZE SIMPSON "LUS" HANGERS, U.N.O. AND SIMPSON "IUS" FOR I-JOISTS, U.N.O. 25.ALL WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED WITH DOUBLE JOISTS OR SOLID BLOCKING, UNLESS NOTED OTHERWISE. 26.ALL BEAMS TO BE SUPPORTED WITH FULL BEARING STUDS OR POSTS & ALL POST TO BE SUPPORTED BY SOLID BLOCKING BETWEEN FLOOR JOISTS. 27.ROOF SHEATHING IS TO CONTINUE UNDER "CALIFORNIA FRAMING", TYP. 28.APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX-OUTS, FUR-OUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY INTERRUPT CONTINUITY OF PLYWOOD. 29.PROVIDE FURRING AS NEEDED TO ALIGN NON-SHEAR WALLS WITH SHEAR WALLS. 30.PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE NAILING LESS THAN 4 in. O.C., U.N.O. 31.TOP PLATE BREAKS AND SPLICES SHALL OCCUR OVER A STUD OR POST. 32.PROVIDE SOLID BLK'G BETWEEN PERPENDICULAR JOIST AT BEARING AND AT SHEAR WALLS. 33.ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF HEART CENTER (FOHC). 34.ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER SECTION 2308 OF THE CALIFORNIA BUILDING CODE (CBC), U.N.O. 35.ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE GENERAL CONTRACTOR AND THE ARCHITECT PRIOR TO SUBMITTAL FOR ENGINEER ( GET STRUCTURAL ) REVIEW. 36.COMMON NAILS SHALL BE USED FOR ALL SHEATHING AND TOP PLATE SPLICES. BOX NAILS MAY BE USED AT SOLE PLATE NAILING. ALL HARDWARE SHALL BE INSTALLED WITH NAILS PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 37.FASTENERS FOR PRESERVATIVE-TREATED OR FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A 153 SINGLE/REPTITIVE 2X4 #2: Fb = 1350/1552 PSI ; Fv=180 PSI, E=1.6x106 2X6 #2: Fb = 1170/1345 PSI 2X8 #2: Fb = 1080/1242 PSI 2X10 #2: Fb = 990/1138 PSI 2X12 #2: Fb = 900/1150 PSI 2X14 #2: Fb = 810/ 931 PSI 4X4 #2: Fb = 1350 PSI 4X6 #2: Fb = 1170 PSI 4X8 #2: Fb = 1170 PSI 4X10 #2: Fb = 1080 PSI 4X12 #1: Fb = 1100 PSI ; Fv=180 PSI, E= 1.7x106 4X14 #1: Fb = 1000 PSI 4X16 #1: Fb = 1000 PSI 6X10 #1: Fb = 1350 PSI ; Fv=170 PSI, E=1.6x106 6X12 #1: Fb = 1350 PSI WALLS 2X4 STUDS (UP TO 8')"STANDARD" OR BETTER 2X4 STUDS (OVER 8')NO.2 OR BETTER 2X PLATES & 3X PLATES "CONSTRUCTION GRADE" OR BETTER 2X6 STUDS NO.2 2X JOIST NO.2 BEAMS AND STRINGERS 4X10 AND SMALLER NO.2 4X12 AND LARGER NO.1 6X AND 8X NO.1 4x POST/TIMBERS AND LARGER NO.1 ROOF PLANKING AND DECKING COM.DEX. BOARD SHTG. AND STRIPPING SUITABLE FOR INTENDED USE. 2018 NDS STRESS VALUES FOR DOUGLAS FIR-LARCH: TABLE 2304.10.1 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (Table reflects CBC 2022 options see code for more options) ITEM DESCRIPTION OF BUILDING ELEMENTS Roof 1 Blocking between ceiling joists, rafters or trusses to top 2 3 4 5 6 8 10 Ceiling joists not attached to parallel rafter, laps over partitions (no thrust) Ceiling joist attached to parallel rafter (heel joint) Collar tie to rafter Rafter or roof truss to top plate Wall Stud to stud (not at braced wall panels) 9 Built-up header (2" to 2" header) 11 12 13 14 15 16d 16d 16d 4-8d 16d 8-16d 16d Bottom plate to joist, rim joist, band joist or blocking at braced wall panels 16 17 18 19 20 Floor 21 22 23 24 2" subfloor to joist or girder 25 26 27 28 3-8d 8d 2-8d 2-16d 2-16d 20d 3-16d 3-16d Toenail 6″ o.c., toenail Face nail Face nail Each bearing, face nail 32" o.c., face nail at top and End nail 2-16d 4-8d 2-16d 2-16d 2-8d 3-8d Face nail Face nail 24″ o.c. face nail 16” o.c. face nail 16″ o.c. each edge, face nail Toenail 16" o.c. face nail Each side of end joint, face nail 16" o.c. face nail 16" o.c. face nail Toenail Face nail Face nail 3-8d 3-8d 3-16d XX 3-10d 3-10d Each end, toenail Each joist, toenail Face nail Face nail Face nail Toenail,c NUMBER AND TYPE OF FASTENER SPACING OF FASTENERS Ceiling joists to top plate Stud to stud and abutting studs at intersecting wall Continuous header to stud Top plate to top plate Top plate to top plate, at end joints Bottom plate to joist, rim joist, band joist or blocking Stud top or bottom plate Top plates, laps at corners and intersections 1" brace to each stud and plate 1" x 6" sheathing to each bearing 1" x 8" and wider sheathing to each bearing For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1ksi = 6.895 MPa. a. Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. b. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist is fastened to the top plate d. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. Joist to sill, top plate, or girder Rim joist, band joist, or blocking to top plate 1" x 6" subfloor or less to each joist 2" planks (plank & beam - floor & roof) Built-up girders and beams, 2" lumber layers Ledger strip supporting joists or rafters Joist to band joist or rim joist Each joist or rafter, face nail plate or other framing below Blocking between rafters or truss not at the wall top plate, to rafter or truss 2-8d Each end, toenail Flat blocking to truss and web filler 16d @ 6" o.c.Face nail 2-16d End nail 7 Roof rafters to ridge valley or hip rafters; or roof rafter 2-16d End nail to 2-inch ridge beam 3-10d Toe nail corners (at braced wall panels) (minimum 24" lap splice length each side of end joint) (not at braced wall panels) 2-16d End nail bottom staggered on opposite sides 29 2-8d Each end, toenailBridging or blocking to joist, rafter or truss Wood structural panels (WSP), subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing,a EDGES (INCHES) INTERMEDIATE SUPPORTS (INCHES) 30 6d common nail (subfloor and wall)3/8"-1/2"6 12 8d common nail (roof) 31 8d common nail19/32"-3/4"6 12 32 10d common nail or 8d deformed7/8"-1 1/4"6 12 Other exterior wall sheathing 33 1 1/2" galvanized roofing nail (7/16" head diameter);1/2" fiberboard sheathing, b 3 6 1 1/4" 16 gage staple with 7/16" or 1" crown 34 1 3/4" galvanized roofing nail (7/16" head diameter);25/32" fiberboard sheathing, b 3 6 1 1/2" 16 gage staple with 7/16" or 1" crown Wood structural panels, combination subfloor underlayment to framing 35 8d common nail3/4" and less 6 12 6d deformed nail 36 8d common nail7/8"-1"6 12 8d deformed nail 37 10d common nail1 1/8"-1 1/4"6 12 8d deformed nail Panel siding to framing 38 6d corrosion-resistant siding1/2" or less 6 12 6d corrosion-resistant casing 39 8d corrosion-resistant siding5/8"6 12 8d corrosion-resistant casing Interior paneling 40 4d casing1/4" 4d finish 6 12 41 6d casing3/8" 6d finish (Panel supports at 24 inches) 6 12 Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). in accordance with this schedule, the number of toenails in the rafter shall be permitted to be reduced by one nail. ESR-1056 TITEN HD SCREW ANCHOR ESL-1168 SET-3G EPOXY ADHESIVE ANCHORS IN CRACKED AND UNCRACKED CONCRETE ESR-1622 POST BASE CONNECTORS FOR WOOD CONSTRUCTION ESR-1679 STEEL STRONG-WALL SHEAR PANELS ESR-2105 STRAPS ESR-2236 STRONG-DRIVE SDS SCREWS ESR-2330 SCREW HOLD-DOWN (HOLDOWN) CONNECTORS ESR-2523 INDEX OF SIMPSON STRONG-TIE STAMPED AND WELDED COLD-FORMED STEEL PRODUCTS FOR WOOD OR COLD-FORMED STEEL CONSTRUCTION ESR-2551 ADJUSTABLE HANGERS AND HIP CONNECTORS FOR WOOD FRAMING ESR-2552 SIMPSON STRONG-TIE® FACE-MOUNT HANGERS FOR SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER (SCL), PREFABRICATED WOOD I-JOISTS AND GLULAM BEAMS (ENGINEERED WOOD PRODUCTS) ESR-2553 TOP-FLANGE HANGERS FOR SAWN LUMBER ESR-2604 COLUMN CAPS FOR WOOD CONSTRUCTION ESR-2608 STUD SHOES, PLATE TIES, WALL BRACING, AND JOIST BRIDGING FOR WOOD CONSTRUCTION ESR-2611 SSTB SERIES AND SB SERIES CAST-IN-PLACE ANCHOR BOLTS ESR-2613 HURRICANE AND SEISMIC STRAPS AND TIES FOR WOOD FRAMING ESR-2615 TOP-FLANGE HANGERS FOR ENGINEERED WOOD PRODUCTS (EWP) ESR-2616 CONNECTORS ATTACHING WOOD MEMBERS TO CONCRETE CONSTRUCTION ESR-2652 STRONG-WALL WOOD SHEARWALL PANELS (WSWS) STRONG-WALL SB SHEARWALL PANELS (SWSBS) ESR-2920 CAST-IN-PLACE STRAP STYLE HOLDOWNS AND PURLIN ANCHORS IN CONCRETE ESR-3006 STRONG-DRIVE X AND FPHSD SELF-DRILLING TAPPING SCREWS ESR-3046 STRONG-DRIVE SD AND SDWF SERIES SCREWS ESR-3050 EMBEDDED COLUMN BASES IN CONCRETE ESR-3096 CONNECTORS USING SD-SERIES SCREWS ESR-4057 SET-3G EPOXY ADHESIVE ANCHORS IN CRACKED AND UNCRACKED CONCRETE NO. C70784 EXP. 06/30/2027 (N) CONDENSING UNIT TYP. (N) DH-1 BELOW (N) DH-1 BELOW (N) DH-2 BELOW (N) DH-1 BELOW (N) DH-1 BELOW 1 SD14 SD1 TYP. 4 - TYP. TYP. 14'-2"5'-0"5'-0"5'-0"5'-0"5'-0" 1 5.125"W X 0.25"D STEEL PLATE SPAN L = 19'-0", LAG SCREW SPACING @ 3" O.C. 5.125"W X 0.25"D STEEL PLATE SPAN L = 19'-0", LAG SCREW SPACING @ 3" O.C. 15'-0" 15'-6" 15'-0"15'-6" 1 (E) UNIT MOUNTED ON STEEL TOWER. NOT PART OF ROOF FRAMING (E) UNIT MOUNTED ON STEEL TOWER. NOT PART OF ROOF FRAMING (E) UNIT MOUNTED ON STEEL TOWER. NOT PART OF ROOF FRAMING 5'-6"5'-0"5'-0"5'-2" 5'-0"5'-0"23'-5" 5.125"W X 0.25"D STEEL PLATE SPAN L = 25'-0", LAG SCREW SPACING @ 3" O.C. 2 14'-0"14'-11" 3 7'-0" 5.125"W X 0.25"D STEEL PLATE SPAN L = 20'-0", LAG SCREW SPACING @ 3" O.C. 3 16'-0"17'-11" 5 SD1 5 SD1 5 SD1 5 SD1 ROOF TOP UNIT PLAN RE S T R I C T I V E N O T I C E DA T E RE V I S I O N S SHEET SHEET DESCRIPTION STAMP NO : 3/27/25 RO O F T O P U N I T DATE: 18 2 1 N E W P O R T C I R C L E SA N T A A N A , C A 9 2 7 0 5 TH E S E D E S I G N S , D R A W I N G S , A N D SP E C I F I C A T I O N S A R E E X C L U S I V E T O GE T S T R U C T U R A L T H E S E D R A W I N G S CA N N O T B E C O P I E D , T R A N S F E R R E D , O R RE P R O D U C E D N O R C A N A N Y O T H E R ST R U C T U R E S B E B U I L T F R O M T H E M WI T H O U T W R I T T E N C O N S E N T RE V I S I O N S 30 0 0 E . B I R C H S T R E E T SU I T E 2 0 3 BR E A , C A 9 2 8 2 1 TE L : ( 9 0 9 ) 5 6 9 - 1 8 8 6 in f o @ G e t S t r u c t u r a l . c o m JOB: C24-0548 PHONG TR UONG STATE OF CALIFORNIA REGISTERED PROFESSIONAL ENGINEER NO. C70784 EXP. 06/30/2025 CIV IL 3/ 1 7 / 2 5 CL I E N T R E V I S I O N Scale: 3/16" = 1'-0" PARTIAL FRAMING PLAN1 S1 1.THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING ANY WORK. THE ENGINEER ( GET STRUCTURAL ) SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES. 2.ARCHITECT/DESIGNER SHALL VERIFY ALL DIMENSIONS AND PLAN LAYOUT PRIOR TO CITY SUBMITTAL. THE ENGINEER ( GET STRUCTURAL ) SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES. 3.DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 4.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 5.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE (CBC), AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 6.APPROVAL BY THE INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS AND/OR SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ENGINEER ( GET STRUCTURAL ) FOR INTERPRETATION OR CLARIFICATION. 7.SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR PITS, TRENCHES, ROOF OPENINGS, DEPRESSIONS ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. 8.VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY ENGINEER. 9.THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ENGINEER ( GET STRUCTURAL ). THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE/SHE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. STRUCTURAL OBSERVATION JOBSITE VISITS BY THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 10.CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER ( GET STRUCTURAL ) AND THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. 11.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 12.CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO THE ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN NO "BID SET" DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ARE NOT CONSTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH. 13.ALL GUARD AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A POINT LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AND AT ANY POINT TO TOP RAIL. A 50 PLF LOAD IS REQUIRED AT 3-STORY AND MULTI-FAMILY PROJECTS. IF OCCUPANT LOAD IS LESS THAN 50, A 20 PLF LOAD MAY BE USED. 14.THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION. 15.SLAB-ON-GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS RECOMMENDATIONS SOLELY, U.N.O. THE SLAB-ON-GRADE IS A NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER, UNLESS NOTED OTHERWISE. 16.IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL GENERAL NOTES AND THE STRUCTURAL GENERAL NOTES (SHT SGN), THE MORE STRINGENT REQUIREMENT SHALL GOVERN. GENERAL NOTES DESIGN LOADS SEISMIC DESIGN DATA IMPORTANCE FACTOR 1.0 SITE CLASS D SS 1.271 S1 0.455 SDS 1.017 SD1 0.560 SDC D WIND DESIGN PROCEDURE USED MWFRS BASIC WIND SPEED 95 MPH RISK CATEGORY II WIND EXPOSURE C ROOF DL =10 PSF LL =20 PSF NO. C70784 EXP. 06/30/2027 STRUCTURAL DETAILS SD1 RE S T R I C T I V E N O T I C E DA T E RE V I S I O N S SHEET SHEET DESCRIPTION STAMP NO : 3/27/25 RO O F T O P U N I T DATE: 18 2 1 N E W P O R T C I R C L E SA N T A A N A , C A 9 2 7 0 5 TH E S E D E S I G N S , D R A W I N G S , A N D SP E C I F I C A T I O N S A R E E X C L U S I V E T O GE T S T R U C T U R A L T H E S E D R A W I N G S CA N N O T B E C O P I E D , T R A N S F E R R E D , O R RE P R O D U C E D N O R C A N A N Y O T H E R ST R U C T U R E S B E B U I L T F R O M T H E M WI T H O U T W R I T T E N C O N S E N T RE V I S I O N S 30 0 0 E . B I R C H S T R E E T SU I T E 2 0 3 BR E A , C A 9 2 8 2 1 TE L : ( 9 0 9 ) 5 6 9 - 1 8 8 6 in f o @ G e t S t r u c t u r a l . c o m JOB: C24-0548 PHONG TR UONG STATE OF CALIFORNIA REGISTERED PROFESSIONAL ENGINEER NO. C70784 EXP. 06/30/2025 CIV IL 3/ 1 7 / 2 5 CL I E N T R E V I S I O N 1 2 3 5 4 BEAM W/ STEEL PLATES 1.1/4" A36 PLATE 2.[E] CEILING BEAM PER PLAN 3.3/4"Ø X 7" LONG LAG SCREWS (LAG SCREW SPACING PER PLAN) 2 1 35.125" 2 3 PER PLAN PER PLAN PER PLAN1 FAN COIL CONNECTION TO WALL 3 1.CONDENSING UNIT BRACKET BY MANUFACTURER FOR CONDENSOR UNIT 2.(2) 3 16" SIMPSON TITEN TURBO @ MOUNTING LOCATIONS, MIN 1.75" EMBEDMENT. SEE MANUFACTURER INSTALL MANUAL FOR MOUNTING LOCATIONS. 3.[E] CONCRETE WALL 1 2 16d NAILS @ 12" O.C., TOP & BOT, STAGGER 2x SISTER JOIST [E] CEILING JOIST [E] TOP PLATE OR BEAM PER PLAN [E] JOIST [E] JOIST 12" 6" SISTER REINFORCEMENT 3" MAX. 11 2" 3" MAX. (3) 16d @ END (3) 16d @ END [E] TOP PLATE OR BEAM PER PLAN C - VERTICAL COMPONET ATTACHMENT SUBSTRATE ATTACHMENT UNISTRUT BY OTHERS 12 GA WIRES ON EACH HANGER, BOTH DIRECTIONS 2 1 2" X 2 1 2" X 1 4" ANGLE 1 2" THREADED BOLT 5/16" LAG BOLT [E] 2X RAFTER 4X BLK'G (FOR EITHER LATERAL BRACE OR VERTICAL ATTACHMENT) [E] 2X RAFTER [E] ROOF SHEATHING (2) A34, BOTH SIDES PERPENDICULAR 2 1 2" X 2 1 2" X 1 4" ANGLE W/ 5/16" LAG BOLT VERTICAL PARALLEL SISTER REINFORCE, SIM. DETAIL 3 12 GA WIRES ON EACH HANGER, BOTH DIRECTIONS 12 GA WIRES ON EACH HANGER, BOTH DIRECTIONS MECH. EQUIPMENT PER PLAN 1 2" A36 THREADED BOLT 12 GA WIRES ON EACH HANGER, BOTH DIRECTIONS 1 2" A36 THREADED BOLT HANGING ATTACHMENT SISTER REINFORCE, SIM. DETAIL 3 STEEL CURB BY MANUFACTURER 5/16" LAG SCREW, 2.5" MIN. EMBEDMENT MECHANICAL UNIT ANCHORS JOIST PER PLAN SHEATHING NO. C70784 EXP. 06/30/2027