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8/ <br />1 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />1 <br />2 <br />: <br />5 <br />3 <br /> <br />P <br />M <br />MO <br />O <br />N <br />S <br />H <br />O <br />T <br />CO <br />N <br />S <br />U <br />L <br />T <br />A <br />N <br />C <br />Y <br />.c <br />o <br />m <br />PR <br />E <br />M <br />I <br />U <br />M <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />S <br />E <br />R <br />V <br />I <br />C <br />E <br />S <br />IR <br />V <br />I <br />N <br />E <br /> <br />| <br /> <br />C <br />A <br /> <br />| <br /> <br />7 <br />1 <br />4 <br /> <br /> <br />5 <br />2 <br />0 <br /> <br />1 <br />2 <br />4 <br />3 <br />SHEET #: <br />SEAL: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br />20 <br />2 <br />3 <br /> <br />E <br />. <br /> <br />F <br />R <br />U <br />I <br />T <br /> <br />S <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />1 <br />RESTRICTIVE NOTICE: <br />THE RECIPIENT <br />ACKNOWLEDGES THAT <br />INFORMATION, PLANS, <br />SPECIFICATIONS, AND DESIGNS <br />CONTAINED IN THESE <br />DRAWINGS ARE THE <br />CONFIDENTIAL PROPERTY OF <br />MOONSHOT CONSULTANCY LLC <br />AND THE CONTENTS SHALL NOT <br />BE DISCLOSED TO OTHERS, <br />USED OR REPRODUCED IN <br />WHOLE OR IN PART FOR ANY <br />PURPOSE WITHOUT THE PRIOR <br />WRITTEN CONSENT OF <br />MOONSHOT CONSULTANCY LLC. <br />SH <br />E <br />E <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />T <br />TI <br />T <br />L <br />E <br /> <br />2 <br />4 <br />DO <br />C <br />U <br />M <br />E <br />N <br />T <br />A <br />T <br />I <br />O <br />N <br />1TITLE 24 DOCUMENTATION <br />2FASTENING SCHEDULE <br />REQUIRED SPECIAL FEATURES <br />The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. <br />HERS FEATURE SUMMARY <br />The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. <br />Additional details provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in HERS Registry <br />CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E <br />Project Name: 2023 Calculation Date/Time: 8/1/2024 12:50 PM (Page 1 OF 2) <br />Calculation Description: TITLE 24 ANALYSIS Input File Name: 2023.ribd22 <br />GENERAL INFORMATION <br />01 Project Name 2023 <br />02 Run Title Title 24 Analysis <br />03 Project Location 2023 E. Fruit St. <br />04 City Santa Ana 05 Standards Version 2022 <br />06 Zip Code 92701 07 Software Version CBECC-Res 2022.3.1 <br />08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90 <br />10 Building Type Single-Family 11 Number of Dwelling Units 1 <br />12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 2 <br />14 Addition Cond. Floor Area 158 ft²15 Number of Stories 1 <br />16 Existing Cond. Floor Area 1,512 ft²17 Fenestration Average U-factor 1 <br />18 Total Cond. Floor Area 1,670 ft²19 Glazing Percentage (%)42.23% <br />20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a <br />22 Fuel Type NATURAL GAS 23 No Dwelling Unit:No <br />COMPLIANCE RESULTS <br />01 Building Complies with Computer Performance <br />02 Building does not require field testing or HERS verification <br />03 This building incorporates one or more Special Features shown below. <br />ENERGY USE SUMMARY <br />Energy Use Standard Design Source <br />Energy (EDR1) (kBtu/ft2-yr) <br />Standard Design TDV Energy <br />(EDR2) (kTDV/ft2 -yr) <br />Proposed Design Source <br />Energy (EDR1) (kBtu/ft2-yr) <br />Proposed Design TDV Energy <br />(EDR2) (kTDV/ft2 -yr) <br />Compliance <br />Margin (EDR1) <br />Compliance <br />Margin(EDR2) <br />Space Heating 0 1.49 0 1.57 0 -0.08 <br />Space Cooling 0 23.21 0 21.3 0 1.19 <br />IAQ Ventilation 0 0 0 0 0 0 <br />Water Heating 0 39.35 0 39.35 0 0 <br />Self Utilization / <br />Flexibility Credit 0 0 <br />Compliance Energy <br />Total 0 64.05 0 62.22 0 1.83 <br />Photovoltaics 0 0 <br />Battery 0 <br />Flexibility <br />Indoor Lighting 0 6.67 0 6.67 <br />Appl. & Cooking 0 22.4 0 22.34 <br />Plug Loads 0 38.96 0 38.96 <br />Outdoor Lighting 0 1.64 0 1.64 <br />TOTAL COMPLIANCE 0 133.72 0 131.83 <br />BUILDING - FEATURES INFORMATION <br />01 02 03 04 05 06 07 <br />Project Name Conditioned Floor Area (ft2)Number of Dwelling <br />Units Number of Bedrooms Number of Zones Number of Ventilation <br />Cooling Systems <br />Number of Water <br />Heating Systems <br />2023 1,670 1 2 1 1 1 <br />ZONE INFORMATION <br />01 02 03 04 05 06 07 <br />Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System Status <br />MDU Conditioned HVAC 1,512 8 DHW Existing <br />OPAQUE SURFACES <br />01 02 03 04 05 06 07 08 09 10 11 <br />Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and <br />Door Area (ft2)Tilt (deg)Wall Exception Status Verified Existing <br />Condition <br />Floor MDU Interior Floor n/a n/a 1,670 n/a n/a Existing No <br />Ceiling MDU R0 ClgBlwAttic Cons n/a n/a 1,670 n/a n/a Existing No <br />Front MDU R15/4 Exterior Wall 90 FRONT 186 16 90 none Existing No <br />Right MDU R15/4 Exterior Wall 180 RIGHT 352 106 90 none Existing No <br />Back MDU R15/4 Exterior Wall 270 BACK 186 18 90 none Existing No <br />Left MDU R15/4 Exterior Wall 0 LEFT 352 54 90 none Existing No <br />ATTIC <br />01 02 03 04 05 06 07 08 09 10 <br />Name Construction Type Roof Rise <br />(x in 12)Reflectance Emittance Radiant Barrier Cool Roof Status Verified Existing <br />Condition <br />Attic Asphalt Shingle Roof Ventilated 5 0.25 0.85 No No Existing No <br />FENESTRATION / GLAZING <br />01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 <br />Name Type Surface Orientation Azimuth Width <br />(ft) <br />Height <br />(ft)Mult.Area <br />(ft2)U-factor Source SHGC Source Exterior <br />Shading Status Verified Existing <br />Condition <br />1 Window FRONT FRONT 90 4.00 4.00 1 16 0.3 NFRC 0.23 NFRC Bug Screen Existing No <br />2 Window BACK BACK 270 3.00 8.66 1 26 0.3 NFRC 0.23 NFRC Bug Screen Existing No <br />CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E <br />Project Name: 2023 Calculation Date/Time: 8/1/2024 12:50 PM (Page 2 OF 2) <br />Calculation Description: TITLE 24 ANALYSIS Input File Name: 1.ribd22 <br />BUILDING ENVELOPE - HERS VERIFICATION <br />01 02 03 04 05 <br />Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 <br />Not Required Not Required N/A n/a n/a <br />OPAQUE SURFACE CONSTRUCTIONS <br />01 02 03 04 05 06 07 08 <br />Construction Name Surface Type Construction Type Framing Total Cavity <br />R-value <br />Interior / Exterior <br />Continuous U-factor Assembly Layers <br />R15/4 Exterior Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C.R-15 None / 4 0.64 <br />Inside Finish: Gypsum Board <br />Cavity / Frame: R-15 / 2x4 <br />Sheathing / Insulation: R-4 Sheathing <br />Exterior Finish: 3 Coat Stucco <br />R0 ClgBlwAttic Cons Ceiling (below <br />attic)Wood Framed Ceiling 2x4 Roof Truss <br />@ 16 in. O.C.R-30 None / None 0.032 <br />Over Eiling Joist: R-30 insul. <br />Cavity / Frame: R-30 / 2x6 <br />Inside Finish: Gypsum Board <br />Asphalt Shingle Roof Attic Roof Wood Framed Ceiling <br />2x4 Top Chord <br />of Roof Truss <br />@ 16 in. O.C. <br />R-0 None / None 0.21 <br />Roofing: Light Roof (Asphalt Shingles) <br />Roof Deck: Wood <br />Siding/sheathing/decking <br />Cavity / Frame: no insul. / 2x6 <br />WATER HEATING SYSTEMS <br />01 02 03 04 05 06 07 08 09 10 11 12 <br />Name System Type Distribution <br />Type <br />Water Heater <br />Name <br />Number of <br />Units <br />Solar Heating <br />System <br />Compact <br />Distribution <br />HERS <br />Verification <br />Water Heater <br />Name (#)Status <br />Verified <br />Exisitng <br />Condition <br />Existing Water <br />Heating <br />System <br />DHW Domestic Hot <br />Water (DHW)Standard WH 1 n/a None n/a WH (1)Existing No YES <br />WATER HEATERS <br />01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 <br />Name <br />Heating <br />Elememt <br />Type <br />Tank Type # of <br />Units <br />Tank <br />Vol. <br />(gal) <br />Heating <br />Efficiency <br />Type <br />Efficiency Rated <br />Input Type <br />Input <br />Rating or <br />Pilot <br />Tank <br />Insulation <br />R-value <br />(Int/Ext) <br />Standby <br />Loss or <br />Recovery <br />Eff <br />1st Hr. <br />Rating or <br />Flow Rate <br />Tank <br />Location Status <br />Verified <br />Existing <br />Condition <br />WH Gas Consumer <br />Storage 1 50 UEF 0.56 Btu/Hr 75000 0 78 80 Per <br />Plans Existing No <br />SPACE CONDITIONING SYSTEMS <br />01 02 03 04 05 06 07 08 09 10 11 12 <br />Name System Type Heating Unit <br />Name <br />Heating <br />Equipment <br />Count <br />Cooling Unit <br />Name <br />Cooling <br />Equipment <br />Count <br />Fan Name Distribution <br />Name <br />Required <br />Thermostat <br />Type <br />Status <br />Verified <br />Existing <br />Condition <br />Existing HVAC <br />System <br />HVAC <br />Heat Pump <br />heating <br />cooling <br />t4- <br />SplitHeatPu <br />mp <br />1 <br />t4- <br />SplitHeatPu <br />mp <br />1 t24-Fan- <br />Furnace <br />t24-Ducts- <br />CondSpace n/a Exisitng No Yes <br />HVAC HEAT PUMP - HEAT PUMPS <br />01 02 03 05 06 07 08 09 10 11 11 11 <br />Name System Type Number of <br />Units <br />Heating Cooling Zonally <br />Controlled Compressor Type HERS VerificationHSPF / <br />HSPF2 / COP Cap 47 Cap 17 Backup Heat <br />AFUE SEER/SEER2 EER / EER2 / <br />CEER <br />HP Central split HP 1 18 32000 25000 80 20 12.2 Not Zonal Single Speed t24-SplitHeatPump- <br />user-hers-htpump <br />HVAC HEAT PUMP - HERS VERIFICATION <br />01 02 03 04 05 06 07 08 09 <br />Name Verified Airflow Airflow Target Verified EER/EER2 Verified <br />SEER/SEER2 <br />Verified Refrigerant <br />Charge <br />Verified <br />HSPF/HSPF2 <br />Verified Heating <br />Cap 47 <br />Verified Heating <br />Cap 17 <br />HVAC - DISTRIBUTION SYSTEMS <br />01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 <br />Name Type Design <br />Type <br />Duct Ins. <br />R-value Duct Location Surface Area Bypass <br />Duct <br />Duct <br />Leakage <br />HERS <br />Verification Status <br />Verified <br />Existing <br />Condition <br />Existing <br />Distribution <br />system <br />New <br />Ducts <br />>= 25 ftSupplyReturnSupplyReturnSupplyReturn <br />Ducts Unconditi <br />oned Attic Non-Verified R-6 R-6 Attic Attic n/a n/a <br />No <br />Bypass <br />Duct <br />Existing <br />(not <br />Specified) <br />t24-Ducts- <br />CondSpace- <br />hers-dist <br />Existing No n/a <br />HVAC - FAN SYSTEMS <br />01 02 03 04 <br />Name Type Fan power (Watts/CFM)Name <br />t24-Fan-Furnace HVAC Fan 0.45 t24-Fan-Furnace-fan <br />DOCUMENTATION AUTHOR'S DECLARATION STATEMENT <br />1. I certify that this Certificate of Compliance documentation is accurate and complete. <br />Documentation Author Name: <br />Kevin Kamishin <br />Documentation Author Signature: <br />KEVIN KAMISHIN <br />Company: <br />Moonshot Consultancy <br />Signature Date: <br />8/1/2024 <br />Address: <br />949 W. Carol Ave <br />CEA/HERS Certification Identification (If applicable): <br />n/a <br />City/State/Zip: <br />Santa Ana, CA 92707 <br />Phone: <br />(714) 520-1243 <br />RESPONSIBLE PERSON'S DECLARATION STATEMENT <br />I certify the following under penalty of perjury, under the laws of the State of California: <br />1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. <br />2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California <br />Code of Regulations. <br />3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance <br />documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. <br />Responsible Designer Name: <br />Kevin Kamishin <br />Responsible Designer Signature: <br />KEVIN KAMISHIN <br />Company: <br />Moonshot Consultancy <br />Date Signed: <br />8/1/2024 <br />Address: <br />949 W. Carol Ave <br />License: <br />n/a <br />City/State/Zip: <br />Santa Ana, CA 92707 <br />Phone: <br />(714) 520-1243 <br />Registration Number: 419-P010055585A-000-000-0000000-0000 Registration Date/Time: 8/1/2024 12:50 PM HERS Provider: CHEERS <br />CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version - 2022.0.000 / rev 20220901 Report Generated at: 8/1/2024 <br />FASTENING SCHEDULE (TABLE R602.3(1)) <br />ITEM BUILDING ELEMENTS NUMBER & TYPE OF FASTENER a,b,c SPACING & LOCATION <br />ROOF <br />1 BLOCKING BETWEEN CEILING JOISTS / RAFTERS TO TOP PLATE (4) 8D BOX / (3) 8D COMMON / (3) 10D BOX / (3) 3"x 0.131"TOE NAIL <br />2 CEILING JOISTS TO TOP PLATE PER JOIST, TOE NAIL <br />3 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITION (R802.5.2)(4) 10D BOX / (3) 16D COMMON / (4) 3" x0.131"FACE NAIL <br />4 CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) (R802.5.2)TABLE R802.5.2 FACE NAIL <br />5 COLLAR TIE TO RAFTER, FACE NAIL OR 1-1/4" x20GA RIDGE STRAP TO RAFTER (4) 10D BOX / (3) 10D COMMON / (4) 3" x0.131"FACE NAIL EACH RAFTER <br />6 RAFTER OR ROOF TRUSS TO PLATE (3) 16D BOX NAILS / 3-10D COMMON NAILS / 4-10d BOX / 4-3" x0.131"2 TOE NAILS EACH SIDE & 1 OPPOSITE SIDE EACH RAFTER / TRUSSI <br />7 ROOF RAFTERS TO RIDGE, VALLEY / HIP RAFTER / ROOF RAFTER TO MINIMUM 2" RIDGE BEAM 4-16D / 4-10D COMMON / 4-10D BOX / 4-3" x0.131"TOE NAIL <br />3-16D BOX / 2-16D COMMON / 3-10D BOX / 3-3" x0.131"END NAIL <br />WALL <br />8 STUD TO STUD (NOT AT BRACED WALL PANELS)16D COMMON 24" O.C. FACE NAIL <br />10D BOX / 3" x0.131" NAILS 16" O.C. FACE NAIL <br />9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS & BRACED PANELS 16D BOX / 3" x0.131" NAILS 12" O.C. FACE NAIL <br />16D COMMON 16" O.C. FACE NAIL <br />10 BUILT-UP HEADER (2" TO 2" HEADER WITH 1/ 2" SPACER)16D COMMON 16" O.C. EACH EDGE FACE <br />16D BOX 12" O.C. EACH EDGE FACE <br />11 CONTINUOUS HEADER TO STUD 5-8D BOX / 4-8D COMMON / 4-10D BOX TOE NAIL <br />12 TOP PLATE TO TOP PLATE 16D COMMON 16" O.C. FACE NAIL <br />10D BOX / 3" x0.131"12" O.C. FACE NAIL <br />13 DOUBLE TOP PLATE SPLICE 8-16D COMMON / 12-16D BOX / 12-10D BOX / 12-3" x0.131"FACE NAIL ON EACH SIDE OF END JOINT (MIN 24" LAP) <br />14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT BRACED PANELS)16D COMMON 16" O.C. FACE NAIL <br />16D BOX / 3" x0.131 12" O.C. FACE NAIL <br />15 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (AT BRACED PANEL)3-16D BOX / 2-16D COMMON / 4-3" x0.131"16" O.C. FACE NAIL <br />16 TOP OR BOTTOM PLATE TO STUD 4-8D BOX / 3-16D BOX / 4-8D COMMON / 4-10D BOX / 4-3" x0.131"TOE NAIL <br />3-16D BOX NAILS / 2-16D COMMON / 3-10D BOX / 3-3" x0.131"END NAIL <br />17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 3-10D BOX / 2-16D COMMON / 3-3" x0.131"FACE NAIL <br />18 1" BRACE TO EACH STUD AND PLATE 3-8D BOX / 2-8D COMMON / 2-10D BOX / 2-1.75" STAPLES FACE NAIL <br />19K 1" x 6" SHEATHING TO EACH BEARING 3-8D BOX / 2-8D COMMON / 2-10D BOX / 2-1.75" x16 GA STAPLES, 1" CROWN FACE NAIL <br />20K 1" x 8" AND WIDER SHEATHING TO EACH BEARING <br />3-8D BOX / OR 3-8D COMMON / 3-10D BOX / 3-1.75" x16 GA STAPLES, 1" CROWN <br />FACE NAIL4-8D BOX / 3-8D COMMON / 3-10D BOX / 4-1.75" x16 GA STAPLES, 1" CROWN <br />21 JOIST TO SILL, TOP PLATE OR GIRDER 4-8D BOX / 3-8D COMMON / 3-10D BOX / 3-3" x0.131"TOE NAIL <br />22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE (ROOF APPLICATIONS ALSO)8D BOX 4" O.C. TOE NAIL <br />8d COMMON / 10d BOX / 3" x 0.131"6" O.C. TOE NAIL <br />23K 1" x 6" SUBFLOOR OR LESS TO EACH JOIST 3-8D BOX / 2-8D COMMON / 3-10D BOX / 2-1.75" x16GA STAPLES, 1" CROWN FACE NAIL <br />24 2" SUBFLOOR TO JOIST OR GIRDER 3-16D BOX / 2-16D COMMON BLIND AND FACE NAIL <br />25 2" PLANKS (PLANK & BEAM-FLOOR & ROOF)3-16D BOX / 2-16D COMMON AT EACH BEARING, FACE NAIL <br />26 BAND OR RIM - JOIST TO JOIST 3-16D COMMON / 4-10D BOX / 4-3" x0.131" NAILS / 4-3" x14GA STAPLES, 7/16" CROWN END NAIL <br />27 BUILT-UP GIRDERS & BEAMS, 2" LUMBER LAYERS <br />20D COMMON 32"O.C. TOP & BOTTOM EACH LAYER <br />10D BOX / 3" x0.131"24"O.C. TOP & BOTTOM STAGGERED <br />2-20D COMMON / 3-10D BOX / 3-3" x0.131"FACE NAIL AT ENDS & EACH SPLICE <br />28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16D BOX / 3-16D COMMON / 4-10D BOX / 4-3" x0.131"EACH JOIST OR RAFTER, FACE NAIL <br />29 BRIDGING OR BLOCKING TO JOIST 2-10D BOX / 2-8D COMMON / 2-3" x0.131"EACH END, TOE NAIL <br />WOOD STRUCTURAL PANEL, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING (T-R602.3(3))EDGESH INTERMEDIATE SUPPORTS C,E <br />INTERMEDIATE SUPPORTS C,E (INCHES)SUBFLOOR & WALLI: 6D COMMON. ROOF: 8D COMMON / RSRS-01 6"12" F <br />31 19/ 32" - 1"ROOF: 6D COMMON / RSRS-01 6"12" F <br />32 1-1/8" - 1-1/4"10D COMMON / 8D DEFORMED NAIL 6"12" F <br />OTHER WALL SHEATHINGG <br />33K 1/2" STRUCTURAL CELLULOSIC FIBERBOARD SHEATING 1.5" ROOF NAIL (7/16" HEAD) / 1.25" x16GA STAPLE w/ 7/16" / 1" CROWN (GALVANIZED)3"6" <br />34K 25/32" STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING 1.75" ROOF NAIL (7/16" HEAD) / 1.5" x16GA STAPLE w/ 7/16" / 1" CROWN (GALVANIZED)3"6" <br />35K 1/2" GYPSUM SHEATHINGD 1.5" ROOFING NAIL / STAPLE / TYPE: W / S 1.25" SCREWS (GALVANIZED)7"7" <br />36K 5/8" GYPSUM SHEATHINGD 1.75" ROOFING NAIL / 1.625" STAPLE / TYPE: W / S 1.625" SCREWS (GALVANIZED)7"7" <br />WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING <br />37 3/4" AND LESS 6D DEFORMED / 8D COMMON 6"12" <br />38 7/8" - 1"8D COMMON / 8D DEFORMED 6"12" <br />39 1-1/8" - 1-1/4"10D COMMON / 8D DEFORMED 6"12" <br />a. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER <br />OS 0.192 INCH (20d COMMON NAIL), 90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 KSI FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. <br />b. STAPLES ARE 16 GAGE WIRE AND HAVE MINIMUM 7/16-INCH ON DIAMETER CROWN WIDTH. <br />c. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER <br />d. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. <br />e. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). <br />f. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL BE SPACED AT 6 INCHES ON CENTER WHERE THE ULTIMATE <br />DESIGN WIND SPEED IS LESS THAN 130 MPH AND SHALL BE SPACED 4 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER BUT LESS THAN 140 MPH. <br />g. GYPSUM SHEATHING SHALL CONFORM TO ASTM C1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C208. <br />h. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT THE FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES <br />APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING, BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER <br />PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS PR SOLID BLOCKING. <br />i. WHERE A RAFTER IS FASTENED TO AND ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RATER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH <br />THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. <br />j. RSRS-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATION IN ASTM F1667. <br />k. USE OF STAPLES IN ROOF, FLOOR , SUBFLOOR & BRACED WALL PANELS SHALL BE PROHIBITED IN SEISMIC DESIGN CATEGORY D0, D1, D2 <br />ENERGY USE INTENSITY <br />StandardDesign (kBtu/ft2 - yr)ProposedDesign(kBtu/ft2 - yr)ComplianceMargin(kBtu/ft2 - yr)Margin Percentage <br />Gross EUI1 23 22.76 0.24 1.04 <br />Net EUI2 23 22.76 0.24 1.04 <br />Notes <br /> 1. Gross EUI is Energy Use Total (not including PV) / Total Building Area. <br /> 2. Net EUI is Energy Use Total (including PV) / Total Building Area. <br />WATER HEATER - HERS VERIFICATION <br />01 02 03 04 05 06 07 <br />Name Pipe Insulation Parallel Piping Compact <br />Distribution <br />Compact Distribution <br />Type Recirculation Control Shower Drain Water Heat <br />Recovery <br />DHW - 1/1 Not Required Not Required Not Required None Not Required Not Required <br />HVAC FAN SYSTEMS - HERS VERIFICATION <br />01 02 03 <br />Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) <br />t24-Fan-Furnace-fan Not Required 0 <br />COOLING VENTALATION <br />01 02 03 04 05 06 07 08 09 <br />Name Airflow Rate <br />(CFM/ft2)Cooling Vent CFM Cooling Vent <br />Watts/CFM Total Watts Number of Fans CFVCS Type Exhaust to HERS Verification <br />Whole House Fan 1.5 2505 0.14 350.7 1 Not a CFVCS Attic No <br />Registration Number: 419-P010055585A-000-000-0000000-0000 Registration Date/Time: 8/1/2024 12:50 PM HERS Provider: CHEERS <br />CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version - 2022.0.000 / rev 20220901 Report Generated at: 8/1/2024 <br />2023 E Fruit St - <br />10111958511/21/2024