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B16-2308 062-640-010 (3)
Title 24 Energy Calculations _T- ��� 2oi6'• ' 60REEN THOMAS - WM n�'u�JIJa�[�a uvariup YY ^ f . ' 1�a3� STARCREST LANE BERRY CREEK, C.A. 95916 ., - . APN'#062-640-010 & 062-640-011 M •,r. `'° Job Number: 16185- '! PERMIT# -1 (o' 3 n$S-- • BUTTE COUNTY DEVELOPMENT SERVICES . REVIEWED FOR Date: X10/12/2016 CODE COMPLIANCE DATE BY r TItIe Z;9C'on�siltant�and'Diorurnentatl�onyfiuth:rt Fasidecil.alb'antlCorr(,nerlalfEnergy�Rudito HERRate�r'f�Je+n� Constructron,teratlons;,HV�tC, En?Iope;Folar;,f�ro both e5idenfialzand C'ommerrlal Pro�ectsr Mery Martin 6356 Oak Way Paradise, Ca. 95969 Tel. 530.513.1508 Ref. - Title 24 energy calculations for your project. To Whom It May Concern: Provided in this package is an original set of energy documents. This original may be reproduced as necessary to facilitate completion of the project at the address contained within the documents. The building department will require two copies, and it is suggested that you provide a copy to all sub -contractors working on your project. Please be sure to sign these energy calculations where indicated. Read the signature requirements and determine who is most qualified, or willing to accept responsibility as explained in the paragraph above the signature block. A "Mandatory Measures" checklist is contained within the energy documents. These requirements pertain to all construction and should be considered minimum code requirements. Any specific increases in efficiencies noted in the Title -24 Energy Documentation supercede "Mandatory Measures". Energy features that must be incorporated into this structure are indicated on the summary sheet included. This information should be copied and presented to all sub -contractors to ensure proper installation of these energy features per Title -24 requirements. Any questions will be gladly answered. If I may be of any assistance, now, or in the future, please don't hesitate to call. Thank you for your business. Mery Martin ENERGY ANALYSIS REPORT Project: Thomas Residence For: Doreen Thomas Star Crest Lane Berry Creek, Ca.95916 Project Designer: Sierra Design Group 3650 Morrow Lane Chico, Ca. 95928 Report Prepared By: Mery Martin 6356 Oak Way Paradise, Ca. 95969 (530) 513-1508 T24Mery@Gmail.Com Job Number: 16185 Date: 10/10/2016 Title 24 Energy Analyst for Residential and Non Residential Buildings HERS Rater for New and Existing Construction, Residential and Non Residential, Energy Star 3 Projects, Solar Photo -Voltaic Projects, New Solar Homes Projects TABLE OF CONTENTS Table of Contents 1 Form CF-1 R-PRF-01-E Certificate of Compliance 2 Form RMS-1 Residential Measures Summary 9 Form MF-1 R Mandatory Measures Summary 10 HVAC System Heating and Cooling Loads Summary 14 Zone Load Summary 15 Room Load Summary 16 Room Heating Peak Loads 17 Room Cooling Peak Loads 18 EnergyPro 6. by EnergySoft Job Number: ID: 16185 User Number: 20487 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Thomas Residence Calculation Date/Time: 08:24, Wed, Oct 12, 2016 Calculation Description: Title 24 Analysis Input File Name: 16185 Thomas SDG.ribdx CF1 R -PRF -01 Page 1 of 7 GENERAL INFORMATION 01 Building Complies with Computer Performa ce 01 Project Name Thomas Residence 03 This building incorporates one o more Spec�al—F eatturesshow�;,below 05 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ft2-yr) 03 Project Location Star Crest Lane Compliance Margin Percent Improvement 04 City Berry Breek 05 Standards Version Compliance 2015 06 Zip Code 95916 07 Compliance Manager Version BEMCmpMgr 20134b (433) 08 Climate Zone CZ11 09 Software Version EnergyPro 6.8 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 90 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft) 384 15 Number of Zones 1 16 Slab Area (ft2) 384 17 Number of Stories 1 18 Addition Cond. Floor Area N/A 19 Natural Gas Available No 20 Addition Slab Area (ft2) N/A 21 Glazing Percentage (%) 27.0% COMPLIANCE RESULTS 1-1~' 01 Building Complies with Computer Performa ce s� � e� 02 This building incorpdrates 'feature%that require field4esting��'and/or verification by a certified HERS Paterunderc;the supervision of a CEC-approved HERS provider. .. 41* -14i it.. ._!K �" " nr�._ _ 0s _- Ikea a8 At ij at W+ 03 This building incorporates one o more Spec�al—F eatturesshow�;,below 05 06 07 Registration Number: 216-N0381967A-000000000-0000 Registration Date/Time: 2016-10-12 09:19:21 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-10-12 08:24:56 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 65.32 98.18 -32.86 -50.3% Space Cooling 101.23 99.42 1.81 1.8% IAQ Ventilation 4.10 4.10 0.00 0.0% Water Heating 127.68 67.01 60.67 47.5% Photovoltaic Offset — 0.00 0.00 — Compliance Energy Total 298.33 268.71 29.62 9.9% Registration Number: 216-N0381967A-000000000-0000 Registration Date/Time: 2016-10-12 09:19:21 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-10-12 08:24:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Thomas Residence Calculation Daterrime: 08:24, Wed, Oct 12, 2016 Page 2 of 7 Calculation Description: Title 24 Analysis Input File Name: 16185 Thomas SDG.ribdx REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Window overhangs and/or fins HERS FEATURE SUMMARY 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. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: — None -- HVAC Distribution System Verifications: • Duct Sealing • Ducts located entirely in conditioned space } Domestic Hot Water System Verifications: { — None -- ENERGY DESIGN RATING �- - `�- - --. • =— This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated°by Title 24, Part 6 (such as•domestic-appliances,and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. /", Referenc eEnergy Use Energy Design Rating Margin Percent Improvement -f— Total Energy (kTDV/f2-yr)* �' % 466.14 s 427.04' 39.10 8.4% • includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Thomas Residence 384 1 3 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ftZ) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Residence Zone Conditioned Wall Heaterl 384 9 DHW Sys 1 Registration Number: 216-N0381967A-000000000-0000 Registration Date/Time: 2016-10-12 09:19:21 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-10-12 08:24:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Thomas Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 08:24, Wed, Oct 12, 2016 Input File Name: 16185 Thomas SDG.ribdx CF1 R -PRF -01 Page 3 of 7 OPAQUE SURFACES 01 02 03 04 05 06 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft) Window & Door Area (ft) Tilt (deg) FW1 Residence Zone 6log 90 Front 216 44 90 LW1 Residence Zone 6log 180 Left 216 40.692 90 BW1 Residence Zone 6 log 270 Back 216 15 90 RW1 Residence Zone 6 log 0 Right 216 24 90 OPAQUE SURFACES - Cathedral Ceilings 01 02 03 04 05 06 07 08 09 10 11 Name Zone Type Orientatio n Area (ft) Skylight Area (ft2) Roof Rise (x in 12) Roof Pitch Roof Tilt (deg) Roof Reflectance Roof Emittance Framing Factor Roof 1 Residence Zone 1 R-38 Roof Cathedral Front 289 0 14 1.17 49.4 0.1 0.85 0.1 RooF 2 Residence Zone ' R-38 Roof Cathedral Back 289 0 14 1.17 49.4 0.1 0.85 0.1 WINDOWS 01 02 03 K 1 P Q4 OS 064 -07 08 09 10 Name Type Surface (Oiieritation-Aiimuth)" P Widtt (ft) f Height (ft)` Multiplii 6' Area (ft2) U -factor SHGC Exterior Shading FG1 - 6040 F Window FW1 (Front -90) 6.0 4.0 1 24.0 0.32 0.25 Insect Screen (default) LG1 - 3630 O Window LW1 (Left -180) - - 1 10.5 0.32 0.25 Insect Screen (default) LG2 - 4060 TRP Window LW1 (Left -180) 4.0 6.0 0.629 15.1 0.32 0.25 Insect Screen (default) LG3 - 4060 TRP Window LW1 (Left -180) 4.0 6.0 0.629 15.1 0.32 0.25 Insect Screen (default) BG1 - 3030 O Window BW1 (Back -270) 3.0 3.0 1 9.0 0.32 0.25 Insect Screen (default) BG2 - 2030 O Window BW1 (Back -270) 2.0 3.0 1 6.0 0.32 0.25 Insect Screen (default) RG1 - 3030 O Window RW1 (Right -0) - - 1 9.0 0.32 0.25 Insect Screen (default) RG2 - 3050 O Window RW1 (Right -0) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) DOORS 01 02 03 04 Name Side of Building Area (ft2) U -factor FD1 - 3068 Door FW1 20.0 0.50 Registration Number: 216-N0381967A-000000000-0000 Registration Date/Time: 2016-10-12 09:19:21 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-10-12 08:24:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Thomas Residence Calculation DatelTime: 08:24, Wed, Oct 12, 2016 Calculation Description: Title 24 Analysis Input File Name: 16185 Thomas SDG.ribdx CF1 R -PRF -01 Page 4 of 7 OVERHANGS AND FINS 01 02 03 04 05 06 07 __ Total Cavity 01 02 03 04 05 06 07 08 09 10 11 12 13 14 r, 0.120 Mass Layer. 6 in. Log Overhang 1if Left Fin Inside Finish: Gypsum Board Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up FG1 - 6040 F 1 0.5 15.25 3 0 0 0 0 0 0 0 0 0 LG2 - 4060 TRP 1 0.1 9 2 0 0 0 0 0 0 0 0 0 LG3 - 4060 TRP 1 0.1 2 9 0 0 0 0 0 0 0 0 0 BG1 - 3030 O 1 0.5 17 3.75 0 0 0 0 0 0 0 0 0 BG2-20300 1 0.5 3.25 3 0 0 0 0 0 0 0 0 0 RG2 - 3050 O 1 3.4 6.5 6.5 0. 0 0 0 0 0 0 0 0 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 __ Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers 6 log Exterior -Walls Adobe / StrauGbale / Log t r, 0.120 Mass Layer. 6 in. Log 1if Inside Finish: Gypsum Board 1L Cavity / Frame: R-38 / 2x 12 R-38 Roof Cathedral Cathedral Ceilings 4A"'2—x Wood Framek iling 2x12 @ 16in. O C. Jlr R 38 030 Roof Deck: Wood Siding/sheathing/decking Roofing: Light Roof (Asphalt Shingle) SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Heated Slab -on -Grade Residence Zone 384 70 None 0.8 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required — Registration Number: 216-N0381967A-000000000-0000 Registration Date/Time: 2016-10-12 09:19:21 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-10-12 08:24:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Thomas Residence Calculation Date/Time: 08:24, Wed, Oct 12, 2016 Calculation Description: Title 24 Analysis Input File Name: 16185 Thomas SDG.ribdx CF1 R -PRF -01 Page 5 of 7 WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 - 1/1 DHW Standard DHW Heater 1 1 .0% WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Propane Small Instantaneous 0 0.85 100000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION JI 01 °. 02 03 04 05 06 07 Name �~ Pipe Insulation w . " 4 Parallel Piping Compact Distribution Point -of Use Recirculation Control Central DHW Distribution DHW Sys 1 - 1/1 — ,trA ,tea ., #F — R Y T! ii �R to it 11E 1 N � 4! -`at WE " IF, w SPACE CONDITIONING SYSTEMS J U t� a U 0 0 0 01 { �` 02 � 0 04 I 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name Wall Heater1 Other Heating and Cooling System Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 HVAC - HEATING UNIT TYPES 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 78 AFUE HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 Name System Type Efficiency EER SEER Zonally Controlled Multi -speed Compressor HERS Verification Cooling Component 1 NoCooling — — — — — Registration Number: 216-N0381967A-000000000-0000 Registration Date/Time: 2016-10-12 09:19:21 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-10-12 08:24:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Thomas Residence Calculation Date/Time: 08:24, Wed, Oct 12, 2016 Calculation Description: Title 24 Analysis Input File Name: 16185 Thomas SDG.ribdx CFI R -PRF -01 Page 6 of 7 HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuctslnAll Sealed and tested 8 Conditioned zone None Air Distribution System 1 -hers -dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 .05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried : Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1 -hers -dist Required 6.0 Required Not Required Not Required Not Required — FW HVAC -FAN SYSTEMSr,t 01 1 02 03 04 Name ti -"-`� --.—Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 •� y-' - 'Single Speed PSC��F„urnace F,an 0.58 — r .- aer _r au me " w, ao � � IAQ (Indoor Air Quality) FANS 01r' f 02 L- 10 � 03',n� n e-% I r.24 C> 05 06 Dwelling Unit • 4 * IAQ CFM V e . r V a. x '%_� w . w..- V_ Y IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 33.84 0.25 Default 0 Required Registration Number: 216-N0381967A-000000000-0000 Registration Date/Time: 2016-10-12 09:19:21 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-10-12 08:24:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Thomas Residence Calculation DatefTime: 08:24, Wed, Oct 12, 2016 Calculation Description: Title 24 Analysis Input File Name: 16185 Thomas SDG.ribdx CF1 R -PRF -01 Page 7 of 7 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Mervyn Martin Company: Signature Date: Mery Martin 2016-10-12 08:27:10 Address: CEA/HERS Certification Identification (If applicable): 6356 Oak Way City/State/Zip: Phone: Paradise, CA 95969 530-966-2985 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under,the laws of the State of California: 11. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 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 Code of Regulations. 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 documents, worksheets, calculations, plans and specifications submitted to�t-h�e enforcementagen y for ap�provahwith, th%s .uiilding permit application. Responsible Designer Name:t 3 fRe"sponsible besigner Signature: Larry Trimboli,' �/`► t r Company: + ' Date Signed: ER 2016-10-12'09:19:21`` Sierra Log Homes Address: License: 3650 Morrow Lane N/A City/State/Zip: Phone: Chico, CA 95928 530-899-0680 Digitally signed by Ca10ERTS. This digital signature is provided in order to secure the content of this registered document, and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 216-N0381967A-000000000.0000 Registration Date/Time: 2016-10-12 09:19:21 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-10-12 08:24:56 RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name Doreen Thomas Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration 11011212016 Date Project Address Star Crest Lane Berry Breek California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 384 Addition n/a # of Units 1 INSULATION Construction Type Cavity Area (ft) Special Features Status Wall Log Wall - no insulation 740 New Door Opaque Door - no insulation 20 New Roof Wood Framed Rafter R38 578 New Slab Unheated Slab -on -Grade - no insulation 384 Perim = 70' New FENESTRATION I Total Area: 104 Glazing Percentage: 27.0 % New/Altered Average U -Factor: 0.32 Orientation Area(ft) U -Fac SHGC Overhang Sidefins Exterior Shades Status Front (E) 24.0 0.320 0.25 1.0 none Bug Screen New Left (S) 10.5 0.320 0.25 none none Bug Screen New Left (S) 15.1 0.320 0.25 1.0 none Bug Screen New Left (S) 15.1 0.320 0.25 1.0 none Bug Screen New Rear (W) 9.0 0.320 0.25 1.0 none Bug Screen New Rear (W) 6.0 0.320 0.25 1.0 none Bug Screen New Right (N) 9.0 0.320 0.25 none none Bug Screen New Right (N) 15.0 0.320 0.25 1.0 none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 78% AFUE No Cooling 14.0 SEER Setback New HVAC DISTRIBUTION Location Heating Cooling Duct Duct Location R -Value Status Wall Heater Ductless/ No Fan Ductless n/a n/a New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Instantaneous Gas 0 0.85 Standard New Ener Pro 6. by Ener Soft User Number: 20487 to: 16185 Page 9 of 18 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. Exceptions may apply. Review the respective code .section for more information. Building Envelope Measures: § 110.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 110.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of § 10-111(a). § 110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. § 110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. § 110.8(i): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF 1 R. § 110.86): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CFIR. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a § 150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. § 150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. § 150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U - factor). § 150.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior § 150.0(g)1: walls, vented attics and unvented attics with air -permeable insulation. In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class II § 150.0(g)2: vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of § 150.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). § 150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of § 110.8(g). 150.0 § (q)' Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U- factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: § 150.0(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150.0(e)IB: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or a combustion -air control device. §150.0(e)IC: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. § 150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: § 110.0-§ 110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. § 110.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- § 110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. § 150.0(h)1: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in § 150.0(h)2. § 150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. § 150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c). § 150.00)1A: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. § 150.00)IB: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system § 150.06)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. §150.00)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary § 150.00)2C: Pipe for cooling system lines shall be insulated as specified in § 150.00)2A. Piping insulation for steam and hydronic heating systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A. § 150.00)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For § 150.00)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I § 150.00)3B: or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the § 150.0(n)l: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed § 150.0(m)1: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints § 150.0(m)2: and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. § 150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § I50.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not § 150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be §150.0(m)11: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal § 150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §150.0(m) 12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The § 150.0(m)13: space conditioning system must also demonstrate airflow > 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, § 150.0(m)15: an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of > 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of § 150.0(0): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. §150.0(o)1A: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency § 110.4(a): Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary § 110.4(b)1: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines, or built-up connections for future solar heating. § 110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro- grammed to run only during off-peak electric demand periods. § 110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. § 150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: § 110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of § 110.9. § 150.0(k)I A: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with § 150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable. § 150.0(k)I B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of § 150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with § 150.0(k)1C: § 130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. § 150.0(k) I D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no § 150.0(k) I E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k) IF: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of § 150.0(k). § 150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. § 150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. § I50.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. § 150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). § 150.0(k)2F: Lighting controls comply with applicable requirements of § 110.9. An Energy Management Control System (EMCS) may be used to comply with dimmer requirements if: it functions as a dimmer § 150.0(k)2G: according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in § 150.0(k)2. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of § 150.0(k) if: it § 150.0(k)2H: functions as a vacancy sensor according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in § 150.0(k)2. § 150.0(k)2I: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. § 150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only § 150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. § 150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. § 150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. § 150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. § 150.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing § 150.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with § 150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and § 150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Measures Summary a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with § 110.9; meets the Installation Certification requirements in § 130.4; meets the requirements for an EMCS in § 130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the § 150.0(k)9B: following requirements: i. Shall comply with § 150.0(k)9A; or ii. Shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § 150.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § I50.0(k)9B or 150.0(k)9D shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § 150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § 150.0(k)10: Internally illuminated address signs shall comply with § 140.8; or shall consume no more than 5 watts of power as determined according to § 130.0(c). § 150.0(k)11: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in § 110.9, § 130.0, § 130. 1, § 130.4, § 140.6, and § 141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of § 150.0(k) I2A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: § 150.0(k)1213: i. Comply with the applicable requirements in § 110.9, § 130.0, § 130. 1, § 140.6 and § 141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a § 110.10(a)l: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shall comply with the requirements of § 110.1 0 b through §110. 10 e . § 110.10(a)2: Low-rise multi -family buildings shall comply with the requirements of § 110.10(b) through § 110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for § 110.10(b)l: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. § 110.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice § 110.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. § 110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit § 110.10(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating system. § 110.10(d): A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) shall be provided to the occupant. § 110.10(e)l: The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a § 110.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric". HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Doreen Thomas Date 10/12/2016 System Name Wall Heater Floor Area 384 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 317 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 0 6,763 101 245 9,670 Total Output Btuh 0 0 Output Btuh/s ft 0.0 0 0 Cooling System 0 0 Output per System 0 0 0 0 0 Total Output Btuh 0 0 101 0 Total Output Tons 0.0 0 0 Total Output Btuh/s ft 0.0 Total Output s ft/Ton 0.0 6,763 9,670 Air System CFM per System 0 HVAC EQUIPMENT SELECTION Airflow cfm 0 Wall Heater 0 0 0 Airflow cfm/s ft 0.00 Airflow cfm/Ton 0.0 Outside Air % 0.0 % Total Adjusted System Output 0 0 0 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM Outside Air cfm/sgft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 25 OF Outside Air 0 cfm 68 OF 49 -0c 68 OF 105 OF Heating Coil 105 OF ROOM 68 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 104/70°F Outside Air 0 cfm 75/61 OF 75/61°F 55/53°F Cooling Coil 55 / 53 OF 43.5% ROOM 75/61 OF ELLU EnergyPro 6. by EnergySoft User Number. 20487 ID: 16185 Page 14 of 18 ZONE LOAD SUMMARY Project Name Doreen Thomas Date 10/12/2016 System Name Wall Heater _ Floor Area 384 ZONE LOAD SUMMARY ZONAL SYSTEM COOLING PEAK HEATING PEAK ZONE NAME SYSTEM NAME Mult. CFM Sensible Latent Heating OA CFM Peak Hr CFM Sensible Latent CFM Sensible Residence Zone 1.0 0 Aug 3 PM 317 6,763 101 245 9,670 TOTALS 01 0 0 01 Aug 3 PM 6,763 101 9,670 BLOCK LOAD EnergyPro 6. by EnergySoft User Number: 20487 /D: 16185 Page 15 of 18 ROOM LOAD SUMMARY Project Name Date Doreen Thomas 10112/2016 System Name Floor Area Wall Heater 384 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. I CFM Sensible I Latent CFM Sensible Latent CFM Sensible Residence Zone I Residence 1 1 3171 6,7631 101 317 6,7631 101 2451 9,6701 PAGE TOTAL TOTAL * 317 6,763 101 245 9,670 317 6,7631 101 245 9,0370 * Total includes ventilation load for zonal systems. Ener Pro 6. by Ener Soft User Number: 20487 ID: 16185 Pae 16 of 18 ROOM HEATING PEAK LOADS Project Name Doreen Thomas Date 10/1212016 ROOM INFORMATION DESIGN CONDITIONS Room Name Residence Floor Area 384.00 ft2 Indoor Dry Bulb Temperature 68 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 25 OF Conduction Area X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to Ceiling U -Value X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X AT °F 0 = = = = = = = = = = _ = = = = = = = = = = = = = = = = = 43 Btu/hr 6"log 740.3 0.1330 43 4,234 Double Non Metal Low E 103.7 0.3200 43 1,427 Wood Door 20.0 0.5000 43 430 R-38 Roof Cathedral 578.0 0.0280 43 696 Slab -On -Grade perim = 70.0 0.7300 43 2,197 + Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.068 Schedule Air Sensible Fraction through an interior surface X 384 X Area another room 9.00 X 0.259 Height ACH Page Total /60] X AT 8,984 _ 686 TOTAL HOURLY HEAT LOSS FOR ROOM 9,670 EnergyPro 6. by EnergySoft User Number: 20487 /D: 16185 Page 17 of 18 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Doreen Thomas 10/12/2016 ROOM INFORMATION DESIGN CONDITIONS Room Name Residence Outdoor Dry Bulb Temperature 104 OF Floor Area 384.00 ft2 Outdoor Wet Bulb Temperature 70 OF Indoor Dry Bulb Temperature 75 OF I Outdoor Daily Range: 37 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr 6" log (E) 172.0 X 0.1330 X 27.0 = 618 Wood Door (E) 20.0 X 0.5000 X 27.0 = 270 6" log (S) 175.3 X 0.1330 X 20.0 = 466 6" log (NV) 201.0 X 0.1330 X 27.0 = 722 6" log (N) 192.0 X 0.1330 X 17.0 = 434 R-38 Roof Cathedral (E) 289.0 X 0.0280 X 50.2 = 406 R-38 Roof Cathedral 289.0 X 0.0280 X 50.2 = 406 X X = X X = Page Total 3,322 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr FG 1 - 6040 F (E) 1.8 X 13.9 + 22.2 X 28.7 = 663 LG1 - 3630 O (S) 0.0 X 13.9 + 10.5 X 18.6 = 195 LG2 - 4060 TRP (S) 6.5 X 13.9 + 8.6 X 18.6 = 250 LG3 - 4060 TRP (S) 6.5 X 13.9 + 8.6 X 18.6 = 250 BG 1 - 3030 O (W) 0.9 X 13.9 + 8.1 X 28.7 = 245 BG2 - 2030 O (W) 0.6 X 13.9 + 5.4 X 28.7 = 163 RG1 - 3030 O (N) 0.0 X 13.9 + 9.0 X 13.9 = 125 RG2 - 3050 O (N) 0.0 X 13.9 + 15.0 X 13.9 = 208 X + X - Page Total 2,100 Internal Gain Btu/hr Occupants 1.2 Occupants X 245 Btuh/occ. = 283 Equipment 384 Floor Area X 0.50 w/sgft = 655 Infiltration: 1.068 X 0.82 X 15.84 X 29 = 402 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 61763 Latent Gain Btu/hr Occupants 12 Occupants X 155 Btuh/occ. = 179 Infiltration: 4.789 X 0.82 X 15.84 X -0.00125 = -78 Air Sensible CFM EL4 AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 179 Ener Pro 6. by Ener Soft User Number- 20487 ID: 16185 Pae 18 of 18 Butte County Department Of Development Services PERMIT CENTER 7 County Center Drive.;Oroville, CA 95965 Main Phone 530.538.7661 Fax 530-5-38.7785 XN,N%AV.buttecountv.net/dds SITE PLAN AssessOr's Parcel Number: F5-1- 2 MI — C., � .��� .Z NIJ I Z � EZI Permit FORM NO 3 2 d I q-3 L40 BUTTE COUNTY' OCT 1.7,2016 DOMLOPMENT SERVICES 816-aSO� - Owner Name Site Location Contact name Flood Zone: �Ixpv;!sed /s I'd Scope of Work: rk, 310.061- 0(vz-toq 0- AozL-s Pi a *2M6 �eA- /Z 71 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY - Nee I of 1 1�p Butte County Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, iOroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 w%%-%%.buttecountv.net/dds SITE PLAN Assessor's Parcel Number: 0 ® ®— 69 ©b — EZI 0 Permit #: r) co Z - !o ' L{ I I Omer Name Site Location Contact name Flood Zone: (i�Gtsf�'C i FORM NO DBP -3 t. ��z ne- o ' 1(5- �1 v e 9. off- a _ I y = .t L G7loZ(o40` Dll� 37 38q — a0. ,ice �j' ( .y $. � �� ' £� ' 1�i .✓� - - L f V'ro. Scope of Work: AI ,A i to f�nF- 0,AES1,I /ZTOO ' } Page If of 1��5�' Butte County r>' Y STRUCTURAL CALCULATIONS (i4PN #,062=640=010"& 062-640-011)1 for THOMAS RESIDENCE STAR CREST LANE BERRY CREEK, CA. 95916 0 PREPARED BY: BARRY L. HOUSEAL, P.E. (CA # 28761) BUTTE COUNTY ?foiessio, OCT 17 2016 ������v I CA r _ DEVELOPMENT h v 20 QQS1ERR/VICES 2&97 6 YJIb'a309 ► ^ E 'ERMIT # 6 k -L3 d BUTTE COUNTY DEVELOPME SERVICES REVIEWED FO I;JBY Ix + " ' .. , ,• bih2xom STRUCTURAL RECAP SCHEDULE - PROJECT: THOMAS RESIDENCE, BERRY CREEK, K, CA 959 I BEARING ' DESCRIPTION LOCATION ' SIZE 8 SPECIES r • l AREA PAGE # - Design Criteria All Areas x Snow Load All Areas Lateral Analysis All Areas . ' A '' k See Detail Sheets# 3 - 19 -� - YI3 2 thru 19 Rafters Roof14:12). 111.@ cc 875" TJ 24" = _ Ridge ' .. Roof' ' o -' .: ,1,- -- s I6 .x 10" DF/1C5# 1 6K121 G►��D - 20,21 20,22 oists---"� Storage Ceiling 4'.x_10'_IC # ;/ 2 @ 48" cc . Gii de� �, __.. ..y__ w Storage Ceiling .6" x 10 DF/IC # 11 ✓ - 23,24 j Column under Ridge s 8--x 8 DF/,IC # 1`f - 23,25 ' Spread, Footings- undr-Rige d w 26 `,- e - _ � 30�$q x 12" D w/ # 5's'@ g„ EW'lr � - 26,28 • ' Continuous,Footings- Perimeter-Walls _ 16'-W.x_12D w/ (2).= # 4's con 26,27,28 ' •�.. ' rF • ,. s aye- , • 4 -.{ k _ - ... r (DESIGN LOADING Roof i Balcon ervice it AN, . '}j�as • ' 9 yv 9. k ' i;lt2.ct)��t 33 Sarteano Dr. 119 Touchdown Dr. Structural Engineering Newport Coast, CA 92657 Telluride, CO 81435 Construction Consu.ltiin; 949/715-3700 9701369-0600 Expert T'estimonX 949x/15-3800 FAX 970/369-0800 FAX Blocking )9 IGN-0 'i' RIA • tN�I�& a� nless noted otherwise! V Concrete: f c = 2,500 psi @ 28 nays - ---- _ Ral'te rlissis/ • oists Reen�.'Steel AS'�M A615; Grade -60 U'N.'O, Grade-40-=-#'5`&-smaller-&-al)'CMU•wji)Is • Masonry: ASTM C90; Yi =1500 psi @12.8 dys, 3J2 stress design: No special inspection Timber: 'tW.C.D.F.M.N.O.), Grades as follows: ils Joists, Plates & Studs ........... #2 " Beams & Headers.................##I C Plywood.................................. Ml -83 Sprinklers GL13........................................24F V4 Simple Span 24F V8 Cantilever or cont. beam & cots. Struc. Steel & Misc. Iron: 'ASTM A-36:`Plates/Shapes ASTM A-53: Pipe Columns Misc. ASTM A-500 Grade $: Tubes ASTM A-307: Machine Bolts (DESIGN LOADING Roof i Balcon ervice it r . ' Slee ers Membrane (DESIGN LOADING Roof Eloor Residential Corridor Balcon ervice Dead Loads (psf) Roof ' Slee ers Membrane - l'le41�hin Insulation Blocking J:-& eckin Ral'te rlissis/ • oists Finish Floorin ils C . Sprinklers arta oras Misc. D Loa slope = ; x slo e' = tae Loads snow sl® t � Total m s S * l.n(i, Q*.. 5 2 7T_ °1 A- a---1 aaile,nl on wooa root members and connections. • Code: c 13 Wind: Exposure , Basgc Wind Slpeed,_LL mph. SeasUalic Zo>oe:. ..2 = I =.10 , , C 2.75) Rw • V FoundatiEom Design Dead -+ LHve Beming =_�= psf• 1' PROJECT: THOMAS PAGE: 2 } CLIENT: DESIGN BY : •BLH -..JOB NO.: tDATE : ton12016 j' REVIEW BY : BLH Snow -Load Analysis Based on ASCE 7-2010 •d L, f i ' tr U„ti,�V�,U tt`)���••V :V�,ttuV,�t"-V.�S]V 3J •4V .`VI't, •�'t•Vff'•U _ INPUT DATA & DESIGN SUMMARY �/ J"• •jV Vt'J• .i BASIC GROUND SNOW LOAD (ASCE Sec. 7.2) Pa = 37.. psi, (ASCE page 29) Pt , w, = 30.73 psi SNOW EXPOSURE FACTOR Ce = 1:2:. . (Tab. 7-2. pg 30) PI.. -Mao = 74.59 psi THERMAL FACTOR (0.85 , 1.0. 1.1. 1.2, or 1.3) C, = 1:2 . •., (Tab. 7-3, pg 30) PI, vatlev = 62.16 psi IMPORTANCE FACTOR �Ig = _ , .1 (Tab. 1.5-1 & 1.5-2, 7.3.3 pg 29) P,, aamaet = 30.73 psi ROOF SLOPE 14/12 Wd = 13.07 it PARAPET HEIGHT (DRIFT CORNER HEIGHT) h, = 0 ft, see fig. below •�' LENGTH OF THE ROOF UPWIND OF THE DRIFT L„ = " 25 ft, see fig, below P, = 0.00 psi OBSTRUCTED SLIPPERY SURFACE (Sec. 7.4, pg 31 & 36) ? (1=Yes; O=No) 1.; I -. Obstructed P2= 0.00 psi ANALYSIS ' i'v3' 0.00 psi FLAT SNOW LOADS (Sec 7.3, pg 29), - P. = 0.00 psi Pt = 0.7CeC, la Po = 37.30 psi x = 3.32 h Where urml = 49.4 , o W= 12.5 ft Pl. mm = 0.00 psi, (Sec. 7.3.4. pg 29) ROOF SNOW LOADS (Sec. 7.4, pg 31) Pa = Cs PI = 30.73 psi. (Eq.7.4-1) Where CB = 0.824 Derived from Fig 7-2. page -86 as following table C, 0.85 or 1.0 1.1 1.2 or 1.3 Unobstructed C„ Cal Cgs Obstructed C5.2 Coo C,., = MIN [ (70 - u) / 65, 1.01 Fig. 7-2a dash line Cs.2 = MIN [ (70 - a) 140, 1.0) Fig. 7-2a solid line C..3 = MIN f (70 - u) / 60, 1.01 Fig. 7.2b dash line Cg,+ = MIN ( (70 - u) / 32.5, 1.01 Fig. 7-2b solid fine Cg,y = MIN ( (70 - u) / 55, 1.01 Fig. 7-2c dash line Cs.6 = MIN [ (70 - a) 125, 1.01 , Fig. 7-2c solid line SNOW LOADS AT OVERHANG, VALLEY, AND PARAPET CORNER Pt, avetnattd = 2 P, = 74.59 Psi, (Sec.7.4.5. Pg 31) Pt. _Iter= Cv Pt = 62.16 psi, (Sec.7.6.3, pg 32) Where Cv = 2 / Ce = 1.67 (Fig. 7-6, pg 40) Pt. Maaet ` Cd PS = MIN[y(hd ''' hb). -thr) 30.73 psi, (Sec.7.7:1, pg 32) Where y = MIN(0.13Pa+ 14.30) = 18.81 pcf, (7.7-1) ht, =Pa /Y = 1.63 ft. (Sec.7.1) he = hr - hb.= -1.63 ft, (Fig. 7.8) h, h, -1.00 < 0.2.(Sec.7.7.1) (Drift load not considered) hd = 0.75 [0.43(L„)tn(Pu+ 10)u< - 1.51 1.34 ft, (Sec.7.8 & Fig.7-9) Cd = 1.00 , (see fig. right) 4hd = N/A ft, forhd<hc Wd 4hd' / he = -4.42 ft. for hd>hc (Sec.7.7.1, pg 33) Wd.rnai = 8 he = -13,07 ft ROOF UNBALANCED SNOW LOADS (Governing) Pg,du,a,ae = 0.00 psi. (Sec. 7.10, pg 33) Pt = Pearceatce + Is Pu = 0.00 psi. (unbalanced load, Fig 7-5) P2 = (Pwctwrae + Ps) = 0.00 psi. (unbalanced load, Fig 7.5) P3 = 0.3 P2 = 0.00 psi; (unbalanced load, Fig 7-5) P+=P2+hdy/(1/Tan a,ea,)os= 0.00 psi x = (8 / 3) hd 0 /Tan (,,.,)Os = 3.32 ft Note : Where flat roof snow loads exceed 30 psi, the seismic dead load shall include 20% design snow load. (ASCE 7-10 Sec. 12.7.2.4) I;1 Gii ntlltl Al/;'Io :Ltl t:y 1QAW'. •d L, f i ' tr U„ti,�V�,U tt`)���••V :V�,ttuV,�t"-V.�S]V 3J •4V .`VI't, •�'t•Vff'•U _ �/ J"• •jV Vt'J• .i t •� tuu! ..'"}o°u .liV1 - �� i;,, ��, Ili •1 u _�•.!I u •�' �u�1� f.. i 10.10I 11100 ION) Ild'101'.1. 0 t►rrrtrrritrr►rr I Note : Where flat roof snow loads exceed 30 psi, the seismic dead load shall include 20% design snow load. (ASCE 7-10 Sec. 12.7.2.4) I;1 Gii ntlltl Al/;'Io :Ltl t:y 1QAW'. 10/7/2016 Get Lat Long from Address Convert Address to Coordinates OLatLon9.ne,t . » Home - » Address to Lat Long m Address ` » Lat Long to Address w Lat Long to DMS sol you can get the lat long coordinates from an address. Please type the address which would y/town, state and street name to get more accurate lat long value..Also, the gps coordinates of the » DMS to Decimal below. Degrees » Latest Places ' »Country List - reek, CA 95916- - Find » Add Place - » Lat Long to UTM )de for better results. - » +LatLong - Longitude - » @latlong_net -121.399842 http://www.Iatlong.netkonvert-address-to-I at- long. nim i lurrzuiti Design Maps Summary Report ATE, Design Maps Summary Report User -Specified Input Report Title THOMAS - BERRY CREEK, CA 95916 Fn October 7, 2016 21:03:10 UTC Building Code Reference Document 2012/2015 International Building Code twhich utilizes USGS hazard data available in 2008) Site Coordinates 39.657770N, 121.39984°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 0.663 g S,s = 0.842 g S, = 0.256 g Sr„ = 0.483 g SDs = 0.561 g SD, = 0.322 g For information on how, the SS and S1 values above have been calculated from probabilistic (risk -targeted) and ' deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. hitp://ehpl -earthquake.cr.usgs.gov/designmaps/us/summary.php?tempfate=m inimal&latitude=39.657771 &longitude=-121.399842&siteclass= 3&riskcategory=0&edition=ibc-2012&variant=0&pe50=&resultid=single.... 1/ - ____ .__ - A /$ 1 [PRWECTi THOMAS` wMi�" blh2.com WEIGHT -BUILDING AREA OL DL SNOW Seismic Seismic TOTAL Level Element 2 Roof L 28 W 20 SF_ H X 560 PSF 15 Pitch Kips 1.54 12.936 PSF 20% SL KIPS 31 6.2 5.347 Kips 18.283 560.00: 12.936 5.347 18.283' 2 Walls 80 1.17 13 1.217 2 Floor 24 16 - 12 4.608 1 Walls 80 8 13 8.320 1 •� o PROJECT: THOMAS r i CLIENT: } JOB NO.: DATE: PAGE: 6 DESIGN BY: BLH REVIEW BY: Three Story Comparison of Seismic and..Wind Based on 201.2 IB.0 12013 CBd , 6.5 INPUT DATA & DESIGN SUMMARY = 1 L = 24- ft, Building Length (perpendicular, not shown) Ct = 0.02 6 = w 16 ft, Building Width (as shown) I ' hn = 9.2 Hr= 11.33 ft X = 0.75 H3 = 0 ft W3 = 0 i kips, (12.8-12) T = Ct (hn)X = Q��k H2= 1.17 ft W2= 19.51 kips ��`3I( I , Determine Wind Factors v Z 16 ��) 3 W1 H1 ' 8 .. W1 = 12:93 kips sQ\t M\C ' 1 (ASCE 7-10 26.8 & Table 26.8-1) Seismic SDs = 0.561 ' (ASCE 7 Sec 11.4.4) Sp1 Kd = 0.85 (ASCE 7-10 Tab. 26.6-1, for building, page 250) . 0.,322 (ASCE 7 Sec 11:4.4) G Cp l = 0.18 .or -0.18 (ASCE 7-10 Tab. 26.11-1, Enclosed Building, page 258) S, = 0.256 (ASCE 7 Sec 11.4.1) Pmin = 16 psf (ASCE 7-10 28.4.4) Wind Exposure (B, C or D) B (ASCE 7-!7E6.77.3) ' a= 11 e 1ti4,> Wind Speed V = 110 mph, (ASCE 7-10 26.5. 1) 1 Kh = 0.70 (ASCE 7-10 Tab. 28.3-1, pg 299) qn = 18.43 psf (ASCE 7-10 Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) Base Shear (kips) Lateral Force (kips) Overturning (ft -kips) Vb F, F2 F3 Mo Seismic, ASD 2.0 0.7 1.3 0.0 17.5 (0.06W) ( 0.06 Wx) ( 0.06 Wx) #DIV/0! Wind, ASD5.6 1.3 0.2 3.1 92.7 Determine Seismic Factors R = 6.5 (ASCE 7 Tab 12.2-1) = 1 (2012 IBC Tab 1604.5 & ASCE 7 Tab 11.5-1) Ct = 0.02 (ASCE 7 Tab 12.8-2) hn = 9.2 ft X = 0.75 (ASCE 7 Tab 12.8-2) T = Ct (hn)X = 0.105 sec, (ASCE 7 Sec 12.8.2.1) Determine Wind Factors Kzt = 1 (ASCE 7-10 26.8 & Table 26.8-1) Kd = 0.85 (ASCE 7-10 Tab. 26.6-1, for building, page 250) G Cp l = 0.18 .or -0.18 (ASCE 7-10 Tab. 26.11-1, Enclosed Building, page 258) Pmin = 16 psf (ASCE 7-10 28.4.4) a= 3.00 ft (ASCE 7-10 Fig 28.4-1, note 9, page 301) Kh = 0.70 (ASCE 7-10 Tab. 28.3-1, pg 299) qn = 18.43 psf (ASCE 7-10 Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) r." PROJECT: THOMAS`. CLIENT JOB NO.: DATE: PAGE: 7 DESIGN BY: BLH REVIEW BY: Three Story Comparison of Seismic and Wind Based on 2012.IBC /,2013 CBC 1 INPUT DATA & DESIGN SUMMARY I (ASCE 7 Tab 12.8-2) L= 1.6 . ft, Building Length (perpendicular, not shown) ft X = B = 24 ft, Building Width (as shown) T = Ct (hn)X = Hr= 11.33 ft H3= 0 It W3 = 0 kips, (12.8-12) (ASCE 7-10 26.8 & Table 26.8-1) Kd = H2 = 1.17 ftWZ = 19.5. kips 3 1 :• G CP ; = 0 1 Z t` W �"nv C , - 8 It W1 = 12.93 kips 16 psf (ASCE 7-10 28.4.4) Seismic SDS = 0.561 (ASCE 7 Sec 11.4.4) ' ft (ASCE 7-10 Fig 28.4-1, note 9, page 301) Kh = 0.70 SD1 = 0.322 (ASCE 7 Sec 11.4.4) t ; qh = I o (9(�6`'4-�P- �� �4 �,vg� psf (ASCE 7-10 Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) _ S1 = 0.256 (ASCE 7 Sec 11.4.1) �•g w ,p Wind Exposure (B, C or D) B (ASCE 7-10 26.7.3) Wind Speed V = 110 mph, (ASCE 7-10 26.5. 1) I Base Shear (kips) Lateral Force (kips) Overturning (ft -kips) Vb F, F2 F3 Mo Seismic, ASD 2.0 0.7 1.3 0.0 17.5 (0.06W) ( 0.06 Wx) ( 0.06 Wx) #DIV/0! Wind, ASD 3.7 0.8 0.1 2.1 91.1 Determine Seismic Factors R = 6.5 (ASCE 7 Tab 12.2-1) 1 = 1 (2012 IBC Tab 1604.5 & ASCE 7 Tab 11.5-1)• Ct = 0.02 (ASCE 7 Tab 12.8-2) hn = 9.2 ft X = 0.75 (ASCE 7 Tab 12.8-2) T = Ct (hn)X = 0.105 sec, (ASCE 7 Sec 12.8.2.1) Determine Wind Factors Kzt =. 1 (ASCE 7-10 26.8 & Table 26.8-1) Kd = 0.85 (ASCE 7-10 Tab. 26.6-1, for building, page 250) G CP ; = 0.18 or -0.18 (ASCE 7-10 Tab. 26.11-1, Enclosed Building, page 258) Pmin = 16 psf (ASCE 7-10 28.4.4) a = 3.00 ft (ASCE 7-10 Fig 28.4-1, note 9, page 301) Kh = 0.70 (ASCE 7-10 Tab. 28.3-1, pg 299) qh = 18.43 psf (ASCE 7-10 Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) - r , P CLIENT THOMAS - 2nd FI.A'dlneYr F -g yr PAGE: 8 t .. DESIGN BY: JOB NO •{ ". DATE t/' a:..' REVIEW BY Perforated,Shear:WaII-:Design:Based on,2012:IBC l 2013 CBC;/ ND.S 2012` INPUT DATA LATERAL FORCE ON DIAPHRAGM (SERVICE LOADS): Vdia, WIND , 13; " plf,for wind 'I I V 1`ifl I � Vdlu, 3EI3MIc = S 82..- ' , plf,for seismic, ASD) NUMBER OF OPENINGS In = t Y L DIMENSIONS: L= 16 ry -*t 8 t' I t1 h= g) KING STUD SECTION apes, b +3 in 1 h = I 6 in SPECIES (1 = DFL, 2 = SP) p.1 DOUGLAS FIR -LARCH GRADE ( 1, 2, 3, 4, 5, or 6) 3 No. 1 EDGE STUD SECTION �x y1 ,S PCs, b = 6. M. in, h - 7 .e 6 - in SPECIES (1 = DFL, 2 = SP) , �:1 • DOUGLAS FIR -LARCH PANEL GRADE ( 0 or 1) _ ,1 r r'. <= Sheathing and Single -Floor GRADE ( 1,'2, 3, 4, 5, or 6) C -4 --'No. 1 MINIMUM NOMINAL PANEL THICKNESS = fr 15/32yc in COMMON NAIL SIZE ( 0=6d, 1=8d, 2=10d ,'i. �.z 10d #REF! SPECIFIC GRAVITY OF FRAMING MEMBERS ( f'+'0:5.4 f STORY OPTION ( 1=ground level, 2=upper level) 1 , 2 upper #REF! DESIGN SUMMARY #REF! }• #REF! SILL PLATE ATTACHMENT 16d AT 6" D.C. HOLD-DOWN FORCES: TI = 1.18 1 k TR = 1.18 k (USE CS16 SIMPSON HOLD-DOWN) MAX STRAP FORCE: F= 0.90' k _(USE SIMPSON CS20-OVER.WALL SHEATHING WITH FLAT BLOCKING) KING STUD: 2 - 3" x 6• DOUGLAS FIR -LARCH No. 1, CONTINUOUS FULL HEIGHT. j r EDGE STUD: 1.1_"" DOUGLASFIR-LARCH.No.-1; CONTINUOUS FULL`HEIGHT. SHEAR WALL DEFLECTION: A = #REFI in ' ANALYSIS i t, CHECK MAX SHEAR WALL DIMENSION RATIO h / w = #REF! #REF! 3.5 #REF! #REF!. DETERMINE SHEAR RESISTANCE ADJUSTMENT FACTOR, Co Percentage of Full -Height Sheathing _ = 77% (SDPWS-08 4.3.3.5) F Maximum Opening Height = 0.88 H + Co = 0.727 (SO PWS -08 Table 4.3.3.5) DETERMINE REQUIRED CAPACITY (SDPW.3.3.5) I vb=.V/(Co "LI)= t47 1 plf, ( #REF! #REF! #REF! in < 870 pl!, (SOPWS-08 4.3.5.3.3) (Satisfactory) ` THF.SHFAR rAPArITIGQ oco for .,.1 ft, (the highest openin I H fo L j ratio { 1 If #REF!' #REF! 2 ":6.12 If 1.31 ok ' Blocked Nail Spacing #REF! t Penetmtinn 'Thickness Boundary & All Edges w. Nail (in) (in) (1 1 q 1 3 Sheathing and Single -Floor Nnfo• Tho Inru��le-i ..v,., 10d 1 5/8 15/32 #REF! #REFI I #REFI -#REFI £ 12.24 It �- g) KING STUD SECTION apes, b +3 in 1 h = I 6 in SPECIES (1 = DFL, 2 = SP) p.1 DOUGLAS FIR -LARCH GRADE ( 1, 2, 3, 4, 5, or 6) 3 No. 1 EDGE STUD SECTION �x y1 ,S PCs, b = 6. M. in, h - 7 .e 6 - in SPECIES (1 = DFL, 2 = SP) , �:1 • DOUGLAS FIR -LARCH PANEL GRADE ( 0 or 1) _ ,1 r r'. <= Sheathing and Single -Floor GRADE ( 1,'2, 3, 4, 5, or 6) C -4 --'No. 1 MINIMUM NOMINAL PANEL THICKNESS = fr 15/32yc in COMMON NAIL SIZE ( 0=6d, 1=8d, 2=10d ,'i. �.z 10d #REF! SPECIFIC GRAVITY OF FRAMING MEMBERS ( f'+'0:5.4 f STORY OPTION ( 1=ground level, 2=upper level) 1 , 2 upper #REF! DESIGN SUMMARY #REF! }• #REF! SILL PLATE ATTACHMENT 16d AT 6" D.C. HOLD-DOWN FORCES: TI = 1.18 1 k TR = 1.18 k (USE CS16 SIMPSON HOLD-DOWN) MAX STRAP FORCE: F= 0.90' k _(USE SIMPSON CS20-OVER.WALL SHEATHING WITH FLAT BLOCKING) KING STUD: 2 - 3" x 6• DOUGLAS FIR -LARCH No. 1, CONTINUOUS FULL HEIGHT. j r EDGE STUD: 1.1_"" DOUGLASFIR-LARCH.No.-1; CONTINUOUS FULL`HEIGHT. SHEAR WALL DEFLECTION: A = #REFI in ' ANALYSIS i t, CHECK MAX SHEAR WALL DIMENSION RATIO h / w = #REF! #REF! 3.5 #REF! #REF!. DETERMINE SHEAR RESISTANCE ADJUSTMENT FACTOR, Co Percentage of Full -Height Sheathing _ = 77% (SDPWS-08 4.3.3.5) F Maximum Opening Height = 0.88 H + Co = 0.727 (SO PWS -08 Table 4.3.3.5) DETERMINE REQUIRED CAPACITY (SDPW.3.3.5) I vb=.V/(Co "LI)= t47 1 plf, ( #REF! #REF! #REF! in < 870 pl!, (SOPWS-08 4.3.5.3.3) (Satisfactory) ` THF.SHFAR rAPArITIGQ oco for -- ------ - •--- ............. -1 �f. 1, y, array la{.NI PCI IDI, note a. DETERMINE FLOOR SILL PLATE ATTACHMENT (NDS 2012, Table 11Q &Table 11L) SILL PLATE ATTACHMENT 16d AT 6" O.C. cit THE HOLD-DOWN FORCES: a - - -- - ---- - - Qu IvuuNluII IaGlor L.u) Holddown SIMPSON SEISMIC Min. Min. Blocked Nail Spacing Panel Grade Common Penetmtinn 'Thickness Boundary & All Edges - Nail (in) (in) (1 1 q 1 3 Sheathing and Single -Floor Nnfo• Tho Inru��le-i ..v,., 10d 1 5/8 15/32 #REF! #REFI I #REFI -#REFI -- ------ - •--- ............. -1 �f. 1, y, array la{.NI PCI IDI, note a. DETERMINE FLOOR SILL PLATE ATTACHMENT (NDS 2012, Table 11Q &Table 11L) SILL PLATE ATTACHMENT 16d AT 6" O.C. cit THE HOLD-DOWN FORCES: a t I ' 4 (TL & Tp values should include upper level UPLIFT forces if vd,, (PIO Well Seismic al mid -story (lbs) Overturning Moments (fl -lbs) Resisting Safety Net Uplift Moments (h -lbs) Factors (Ibs) Holddown SIMPSON SEISMIC 82 205 10496 Leg 0 0.9 T1. = 1180 Bight 0 0:9 Tq = 1180 WIND 13 - 1664 LcR 0 2/3 Tt,= 1 187 �6 (Y Higllt 0 2/3 Ta = .187 t I ' 4 (TL & Tp values should include upper level UPLIFT forces if - . CHECK MAXIMUM SHEAR WALL DEFLECTION: (IBC Section 2305.3 /SDPWS-08 4.3.2) (cont'd) .. 1 81'b%71 Vb17 •—Athnling+Ashur+AMi/.clip+AUI—d.vdre.dgi= +---+U.%5�7en-♦--" h� _ #REF! in. ASD #REF! GAL„ Gr L.•- ^ Where: v, = 147 plf, , ASD L„, = 12.24 it ' E = 1.7E+06 Sxe,aumable. Aso - 0.343 in psi #REFI (ASCE 7-10 12.8.6) A = 16.50 in`. h = 8 ft G = 9.0E+04 psi C - o- 4 1 = 1 1 = 0.298 in 1 e„ _ #REF! In, SD d, = 0.15 in, SD ,(ASCE 7-10 Tab 12.2-1 & Tab 11.5-1) C„ = 1.0 A. = 0.02 h.. ' CHECK KING STUD CAPACITY (SDPWS-08 4.3.6.1.2) (NDS 4.1.4) , (ASCE 7-10 Tab 12.12-1) Pmax = 1.18 kips Fc = 1500 psi CD = 1.60 CP = 0.52 A = 27.50 in` E = 1700 ksi CF = 1.10. F�= 1374 psi > fe = 43 psi CHECK EDGE STUD CAPACITY (SDPWS-08 4.3.6.1.2) [Satisfactory) • Pmax = 1.18 kips, (this value should Include upper level DOWNWARD loads if applicable) Fe = 1000 psi Cb = 1.60 CP = 0.68 A = 30.25 in' E = 1600 ksi CF = 1.00 F,'= 1093 psi > fe = 39 psi [Satisfactory) f y + 1 Y 1 • fL one highest openin H to L ; ratio 1 It #REF! #REFf , r "d: �. ' •�" } PROJECT THOMAS - 1st FI. A,finelk PAGE : 10 CLIENT DESIGN BY: DATE ~' REVIEW BY: Perforated She-FrW311 Design Based On 20121BIC 12013 CBC l NDS.2012 INPUT DATA dig LATERAL FORCE ON DIAPHRAGM (SERVICE LOADS):II I 0 u ll }I} Vdia.WIND= „• 1.82 � plf,torwind _. `? v,e,, 3EIiMie = , `44_ ` plf,for seismic, ASD NUMBER OF OPENINGS n I ! DIMENSIONS: L= 16 ft t h= 7 r� z L ; vm, (plf) fL one highest openin H to L ; ratio 1 It #REF! #REFf 2 3.67 • ft 2.18 ok 3 #REFI #REF! #REFI h L c. 0 • 10496 Left 0' 2/3 T. = 1051 r Right 0 2/3 TR = 1051 .a E 13 ft t- • i . V � , r "d: �. ' •�" } PROJECT THOMAS - 1st FI. A,finelk PAGE : 10 CLIENT DESIGN BY: DATE ~' REVIEW BY: Perforated She-FrW311 Design Based On 20121BIC 12013 CBC l NDS.2012 INPUT DATA dig LATERAL FORCE ON DIAPHRAGM (SERVICE LOADS):II I 0 u ll }I} Vdia.WIND= „• 1.82 � plf,torwind _. `? v,e,, 3EIiMie = , `44_ ` plf,for seismic, ASD NUMBER OF OPENINGS n I ! DIMENSIONS: L= 16 ft t h= 7 r� z L ; vm, (plf) fL one highest openin H to L ; ratio 1 It #REF! #REFf 2 3.67 • ft 2.18 ok 3 #REFI #REF! #REFI h 9.33' 1 c. 0 82 10496 Left 0' 2/3 T. = 1051 �p1ry N) 1� Right 0 2/3 TR = 1051 E 13 ft • �.•I I I I j� , KING STUD SECTION ' . i ".„_2'„pcs, b r, '~.�'3. ' in, h = -• 6. in . SPECIES (1 = DFL, 2 = SP) 1DOUGLAS FIR -LARCH GRADE ( 1, 2, 3, 4, 5, or 6) . 3 No, 1 EDGE STUD SECTION 1 i. ;'• SPECIES 0 = DFL, 2 = SPj - of 1,. _, DOUGLAS FIR-LARCFI PANEL GRADE (0 or 1) <= Sheathing and Single -Floor GRADE ( 1, 2, 3.4, 5• or 6) 4 No. 1 ' MINIMUM NOMINAL PANEL THICKNESS = > ? 151321 in COMMON NAIL SIZE (0=6d, 1=8d, 2=10d) �? -"2 j°+ 10d #REF!' r SPECIFIC GRAVITY OF FRAMING MEMBERS g STORY OPTION( 1=ground level, 2=upper level) round a #REFf , DESIGN SUMMARY , #REF! : t f #REF! • .. • t 5/8 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in O.C. (or 1/2 in DIA`% 10 in LONG ANCHOR BOLTS @ 48 in O.C.) HOLD-DOWN FORCES: Ti = 1.05 k TR = 1.05 k S DU2-1/4x2.5 SIMPSON HOLD-DOVV MAX STRAP FORCE: F = 1.23. k (USE SIMPSON CS18 OVER WALL SHEATHING WITH FLAT -BL KING STUD: 2 - 3" x 6" DOUGLAS FIR -LARCH No. 1, CONTINUOUS FULL HEIGHT. EDGE STUD: 1 - 6" x 6" DOUGLAS FIR-LARCH.No. 1, CONTINUOUS FULL HEIGHT. SHEAR WALL, DEFLECTION: A = #REF! in ANALYSIS r CHECK MAX SHEAR WALL DIMENSION RATIO h / w #REF! #REF! 3.5 #REF! f #REF! DETERMINE SHEAR RESISTANCE ADJUSTMENT FACTOR, Co , Percentage of is Full -Height Sheathing . i = 81% ,(SDPWS-084.3.3.5) Maximum Opening Height = 0.88 H ` Co = 0.768 (SDPWS-08 Table 4.3.3.5) ' DETERMINE REQUIRED CAPACITY (SDPWS-08 4.3.3.5) vo = VI(Co £L ! 1 = 131 0 : pff, ( #REF! #REF! #REF! in ) < 870 pit, (SDPWS-08 4.3.5.3.3) [Satisfactory] THE SHEAR CAPACITIES PER IBC Table 2306.31s: SDPWS-08 Table 4.3A with ASD reduction factor 2.0) , �'• il5f8 Min. Blocked Nail Spacing 'Panel Grade Common iun'I'hickness � BoundaryKAll Edges Nail -_ - - --- -- - ----_- .,, .eu.. pel lot, note a. DETERMINE MAX SPACING OF_5/B,DIA (or 1/2" DIA) ANCHOR BOLT (NDS 2012, Tsb.11E) '! 5/8 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in O.C. (or 112 in DIA, x 10 in LONG ANCHOR BOLTS @48T i~ n p ) THE HOLD-DOWN FORCES: - vm, (plf) Wall Seismic at mid -story (Ibs) Overturning Moments (fl -lbs) Sheathing and Single Floor _ Note' Tho inrfir�torl cl.u�. •,..•.,f,..•.: . -- (ifi)� 15/32 G #REF! 4 #REF! 3 #REFI #REF! -_ - - --- -- - ----_- .,, .eu.. pel lot, note a. DETERMINE MAX SPACING OF_5/B,DIA (or 1/2" DIA) ANCHOR BOLT (NDS 2012, Tsb.11E) '! 5/8 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in O.C. (or 112 in DIA, x 10 in LONG ANCHOR BOLTS @48T i~ n p ) THE HOLD-DOWN FORCES: - i - , • j4 , „ (Te & TR values should include upper level UPLIFT. forces if applicable) vm, (plf) Wall Seismic at mid -story (Ibs) Overturning Moments (fl -lbs) Resisting Safety Net Uplift Moments (ft -lbs) Factors (lbs) Holddown SIMPSON SEISMIC 44 205' 5632 Left 0 0.9 Tr = 564 h Right 0 0.9 Ta = 564 WIND t 82 10496 Left 0' 2/3 T. = 1051 �p1ry N) 1� Right 0 2/3 TR = 1051 i - , • j4 , „ (Te & TR values should include upper level UPLIFT. forces if applicable) CHECK MAXIMUM SHEAR WALL DEFLECTION: OBC Section 2305.3/ SDPWS-08 (cont'd) 4.3.2) _ Artr./ma +Os/.•<,r fin,,,/ ..rp t Ar:n„/ h _ Synl1 + 1417 +0.75hei+ d” = #REFI .r�JRr ,vil, TA 1_ Gr in, ASD #REF] Where: v„ = 131 pit , ASD Lw = 13 it LW E = 1,7E+06 sxe,auowaGie, asu= 0.343 in psi NREFI (ASCE 7-10 12.8.6) A = 16.50 in` h = 8 It G = 9.0E+04 psi - Ca- 4 1= 1 t = 0.298 in e,, = #REF! in, SD d, = 0.15 in, SD (ASCE 7-10 Tab 12.2-1 & Tab 11.5-1) CM = 1.0 A. = 0.02 h„ CHECK KING STUD CAPACITY (SDPWS-08 4.3.6.1.2) r (NDS 4.1.4) , (ASCE 7-10 Tab 12.12-1) Pmax = 1.51 kips F� = 1500 psi Co = 1.60 CP = 0.52 A = 27.50 int E= 1700 ksi C'= *1.10 Fc' = 1374 psi > f� = 55 psi CHECK EDGE STUD CAPACITY (SDPWS-08 4.3.6.1.2) [Satisfactory] Pmax = 1.05 kips, (this value should include upper level DOWNWARD loads if applicable) F, = 1000 psi Ca= 1.60 CP = 0.68 A = 30.25 in' E= 1600 ksi Cr = 1.00 = 1093 psi > f� = 35 psi [Satisfactory] • r dry, ' • Wali Seismic at mid -story (lbs)M (Ihe highest open!n H to L ratio 1 Woiddown S,NPSONSEISMIC If #REF! #REF! 2 6.25 • "' 1t 1.60 ok ' 3 6:25 ' t ft 13 and Single -Floor ry. s ., . a PROJECT : •THOMAS -1 FL $ line' k'. f PAGE: 12 s 1„P1 " Y `1• r CLIENT $t. j �~ yr ,•t. ..DESIGN BY : t B % JONO.: DATE .:•. Perforated Shear'Wall'Design Based on 201.2,'IBC 12013 -:CBC I NDS,2012' - REVIEW BY: INPUT DATA v4i. { LATERAL FORCE ON DIAPHRAGM (SERVICE LOADS): ft ' • Vmo. WIND' . 82orw .: plf,find 1 I it �� �I - . Y vaa. seismic = '. , 49 ip, plf,for seismic, ASD NUMBER OF OPENINGS •dvr• ... ' 4 n } ,2 �.. Til ' DIMENSIONS: L= if — z L : Wali Seismic at mid -story (lbs)M (Ihe highest open!n H to L ratio 1 Woiddown S,NPSONSEISMIC If #REF! #REF! 2 6.25 • "' 1t 1.60 ok ' 3 6:25 ' t ft 13 z L : Wali Seismic at mid -story (lbs)M (Ihe highest open!n H to L ratio 1 Woiddown S,NPSONSEISMIC If #REF! #REF! 2 6.25 • "' 1t 1.60 ok ' 3 6:25 ' t ft 1.60 ok ` and Single -Floor 8d 1 1/2/32 #REF! ;;REFI #REFI I #REF! Note' The indicated shear r. • t £ 12.5 ft • .; ,' •I � 11, �.. I ��.. KING STUD SECTION + Pcs, b = ? , 3 in, h 0 in SPECIES (1 = DFL, 2 SP) 1 , 'DOUGLAS FIR -LARCH GRADE( 1, 2, 3, 4, 5, or 6) + 3 " No. 1 - EDGE STUD SECTION + PCs. 6 in, h 6 in r . 1 • SPECIES (1 = DFL, 2•= SP) V.. '.'1 .'DOUGLAS FIR -LARCH PANEL GRADE (0 or 1) , , t,1 <= Sheathing and Single -Floor GRADE ( 1. 2, 3, 4, 5, or 6) 4 ' , No.) ' MINIMUM NOMINAL PANEL THICKNESS+ _ - } 15/32' in COMMON NAIL SIZE (0=6d, 1=8d, 2=10d) 8d #REFI ' SPECIFIC GRAVITY OF FRAMING MEMBERS i, 1 .•O:b,Yh^ STORY OPTION ( 1=ground level, 2=upper level) ground *REFI DESIGN SUMMARY .0 #REF! s t • ', #REFI . • . - { 518 in DIA'x 10 in LONG ANCHOR BOLTS-@ 48 in O: C.'(or in DIA. x 10 in LONG ANCHOR BOLTS 48 in O.C.)) . r I t HOLD-DOWN FORCES: T,= 1.30, k Q TR - (USE-HOU2-114x2.5 SIMPSON HOLD-DOWN) l MAX STRAP FORCE: p = T - 1.30 k 0.81 k (USE SIMPSONCS22OVER WALI"SHEATHINGWITH FLAT -BLOC KING)"' r• KING STUD; 2 - 3" x 6" DOUGLAS FIR -LARCH No. 1. CONTINUOUS FULL HEIGHT. EDGE STUD:, 1 - 6" x 6" DOUGLAS FIR -LARCH No. 1, CONTINUOUS FULL HEIGHT. SHEAR WALL DEFLECTION: A _ ` #REFI in. ' t - ANALYSIS " CHECK MAX SHEAR WALL DIMENSION RATIO h / w = #REF! #REF! 3.5 #REFf ' #REF! ' DETERMINE SHEAR RESISTANCE ADJUSTMENT FACTOR, Co - r . •r Percentage of Full -Height Sheathing = 78% (SDPWS-08 4.3.3.5) r-, Maximum Opening Height _ 0.70 H Co = 0.806 (SDPWS-08 Table 4.3.3.5). , DETERMINE REQUIRED CAPACITY (SDPWS-08 4.3.3.5) vp = VI (Co 11 z) _' 130 plf, ( #REF! #REF! #REFI in ) ` h • 870 plf, (SDPWS-08 4.3.5.3.3)' [Satisfactory] a' THE SHEAR CAPACITIES PER IBC Table 2306 3 /SDPWS 08'r I t+ . + num ers have reduced by specific gravity factor per IBC note a. DETERMINE MAX SPACING OF 5/8" DIA (or 112"61A) ANCHOR BOLT (NDS 2012, Tab.11 E) t r- r 5/8 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in O.C.'(or 1/2 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in O.C.) - t r r Z THE HOLD-DOWN FORCES: 7 " .. v� (pif) Wali Seismic at mid -story (lbs)M ab a 4— with ASD reduction factor 2.0) Resisting Safety Nei Uplift Moments (h-IbS) Factors (lbs) Woiddown S,NPSONSEISMIC Min.LThickness in. Blocked Nail Spacing Panel Grade Common_ Penetration Boundary&AlllidgesNall 0 0.9 TR = 699 (in))G 4 3JSheathing and Single -Floor 8d 1 1/2/32 #REF! ;;REFI #REFI I #REF! Note' The indicated shear b + num ers have reduced by specific gravity factor per IBC note a. DETERMINE MAX SPACING OF 5/8" DIA (or 112"61A) ANCHOR BOLT (NDS 2012, Tab.11 E) t r- r 5/8 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in O.C.'(or 1/2 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in O.C.) - t r r Z THE HOLD-DOWN FORCES: 7 " .. v� (pif) Wali Seismic at mid -story (lbs)M k. Resisting Safety Nei Uplift Moments (h-IbS) Factors (lbs) Woiddown S,NPSONSEISMIC 44 256 sLcrt0 0.9 7t = 699 yRight 0 0.9 TR = 699 82 + v� (pif) Wali Seismic at mid -story (lbs)M Overturning Resisting Safety Nei Uplift Moments (h-IbS) Factors (lbs) Woiddown S,NPSONSEISMIC 44 256 sLcrt0 0.9 7t = 699 yRight 0 0.9 TR = 699 82 1,01 0 2/3 T = 1302 ��PtWIND J1 1O Hight 0 213 TR = 1302 y AI v • .rf '.. _(T, 8 T, values should include upper level UPLIFT forces if applicable) a CHECK MAXIMUM SHEAR WALL DEFLECTION: ( IBC Section 2305.3 1 SOPWS-08 (cont•d) 4.3.2) = A1kwms ++O,vdi .,lo, +Aea„d ,�,R. ,��, _ Hvnhj Vhh hd,, +—+U.75he„+— _ #REFI in, ASO #REFI EAL,,, G L„ Where: v, = 130 plf, , ASD L„ = 12.5 It E = 1.7E+06 Sxe,aOowable, psi #REF! - 0.429 in nso - (ASCE 7-10 12.8.6) A = 16.50 in` h = 10 It G = 9.0E+04 psi C.= 4 I= 1 I= 0.298 in e„ = #REF! in, SO d, = 0:15 in, SO (ASCE 7-10 Tab 12.2-1 8 Tab 11.5-1) C. = 1.0 6b = 0:02 h„ CHECK KING STUD CAPACITY (SDPWS-08 4.3.6.1.2) (NDS 4.1.4) , (ASCE 7-10 Tab 12.12-1) Pmaa = 1.04 kips F, = 1500 psi Co = 1.60 Cp = 0.36 A = 27.50 in' E= 1700 ksi CF = 1.10 F,'= 961 psi > f� = 38 psi CHECK EDGE STUD CAPACITY (SDPWS-08 4.3.6.1.2) [Satisfactory) Pma = 1.30 kips, (this value should include upper level DOWNWARD loads if applicable) - F,= 1000 psi Co = 1.60 Cp = 0.52 A = 30.25 in' E = 1.600 ksi CF = 1.00 826 psi > 1� = 43 psi [Satisfactory) PROJECT: THOMAS - 1st FI. 1 line - PAGE: 14 CLIENT: > DESIGN BY: JOB NO.: DATE: REVIEW BY: Perforated -Shear Wall Design Based on 20121BC / 2013 CBC/ NDS 2012 INPUT DATA dill LATERAL FORCE ON DIAPHRAGM (SERVICE LOADS): Vdia, WIND = -_ 34 plf,for wind }IRA Vd., seismic = 30plf,for seismic, ASD NUMBER OF OPENINGS n = 2 r DIMENSIONS: L = 24 It H= 8 It Z' - - --- ---- L ; (IIIc nlynesl openm( H to L ratio 1 Panel Grade ft #REF! #REF[ 2 3.37 ft 2.37 ok 3 fin) #REF! #REF! #REF! 2 11,.54, <__ 0 15/8 15132 4:08 <— 0 #REF! L' 18.99 ft KING STUD SECTION 2:' PCs, b = 3 in. h = 6 in SPECIES (1 = DFL, 2 = SP) 1. DOUGLAS FIR -LARCH GRADE ( 1, 2,3.4.5. orb) 3 No. 1 EDGE STUD SECTION t pcs, b = 6' in. h = 6 in SPECIES (1 = DFL, 2 = SP) 1 DOUGLAS FIR -LARCH PANEL GRADE (0 or 1) = 1 <= Sheathing and Single -Floor GRADE ( 1, 2, 3, 4, 5, or 6) 4. No. 1 MINIMUM NOMINAL PANEL THICKNESS = 15/32 in COMMON NAIL SIZE ( 0=6d, 1=8d, 2=10d) 2. 10d #REF! SPECIFIC GRAVITY OF FRAMING MEMBERS STORY OPTION ( 1=ground level, 2=upper level) 1. .. ground #REFI DESIGN SUMMARY #REF! #REF! 5/8 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in O.C. (or 1/2 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in O.C.) HOLD-DOWN FORCES: T4= 0.48 k , TR = 0.46 k (USE HDU2.1/4x2.5 SIMPSON HOLD-DOWN) MAX STRAP FORCE: F = 0.66 k (USE SIMPSON CS22 OVER WALL SHEATHING WITH FLAT BLOCKING) KING STUD: 2 - 3" x 6" DOUGLAS FIR -LARCH No. 1, CONTINUOUS FULL HEIGHT. EDGE STUD: 1 - 6" x 6" DOUGLAS FIR -LARCH No. 1, CONTINUOUS FULL HEIGHT. SHEAR WALL DEFLECTION: A = #REF! in ANALYSIS CHECK MAX SHEAR WALL DIMENSION RATIO h / w = #REF! #REFI 3.5 #REFI #REF! DETERMINE SHEAR RESISTANCE ADJUSTMENT FACTOR, Co Percentage of Full -Height Sheathing = 79% , (SDPWS-08 4.3.3.5) Maximum Opening Height = 0.88 H Co = 0.748 . (SDPWS-08 Table 4.3.3.5) DETERMINE REOUIRED CAPACITY (SDPWS-08 4.3.3.5) vo = V I (C o _11 57 pit, ( #REF! #REF! #REF! in) < 870 plf, (SDPWS-08 4.3,5.3.3) [satisfactory] THF SHFAG reoePlT -..__..._...__. „r ,w—slowly IdGtut per itm, note a. IE MAX SPACING OF 5/8' DIA (or 1/2- DIA) ANCHOR BOLT (NDS 2012, Tab.11E) 5/8 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in D.C. (or 1/2 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in O.C.) THF Hnl n_nrlWm cnarcc- - - --- ---- -- --• Min. •-� •••• • ��•� Min. �..� rr1,1, r'rVV ICYUI.IIVII ItlNV! L.V) Blocked Nail Spacing Panel Grade Common Penctraion Thickness Buundary & All Edges LeftTr = 406 Nail (in) fin) 6 4 1 2 Sheathing and Single -Floor MM- TI. ;..d:.. 10d 15/8 15132 #REF! #REF! #REFI #REF! -..__..._...__. „r ,w—slowly IdGtut per itm, note a. IE MAX SPACING OF 5/8' DIA (or 1/2- DIA) ANCHOR BOLT (NDS 2012, Tab.11E) 5/8 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in D.C. (or 1/2 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in O.C.) THF Hnl n_nrlWm cnarcc- t I ( a I R vdmes snoma mctuoe upper level UPLIFT forces if applicable)I v- (plf) Wall Seismic al mid (lbs) Overturning Moments (fl -lbs) y Net Uplift rs (lbs) Holddown SIMPSON SEISMIC 30 307 57 fi0 LeftTr = 406 yRightTR ZakWIND = 406 T*WR 34 6526 LcfiT(= 460 l Z� TR = 46b t I ( a I R vdmes snoma mctuoe upper level UPLIFT forces if applicable)I CHECK MAXIMUM SHEAR WALL DEFLECTION: (IBC Section 2305.31 SDPWS-08 4:3.2) (cont'd) KVh/13 Vh/.l 0 f1d = �Iknling 1 L�.>7i•,v �nnu .:up+ L�Ctainl a7di.• .dig. = +—+U.7.5hen -F n = #REF! in, ASD #REF! EAL,,, Gf L.•- - Where: vb = 57 plf, , ASD LW = 18.99 It E = 1.7E+06 6xa.ouowablc, AM -0.343 in psi #REFI (ASCE 7-10 12.8.6) A = 16.50 in` h = 8 It G = 9,0E+04 psi Cd = 4 1 = 1 I = 0.298 in er• = #REF! in, SD d, = 0.15 in, SD ,(ASCE 7-10 Tab 12.2.1 & Tab 11.5-1) Cr, = 1.0 A. = 0.02 h„ CHECK KING STUD CAPACITY (SDPWS-08 4.3.6.1.2) (NDS 4.1.4) , (ASCE 7-10 Tab 12.12-1) Pmax = 0.84 kips F� = 1500 psi Co = 1.60 Cp = 0.52 A = 27.50 in' E = 1700 ksi CF = ..1.10 F�= 1374 psi > f� = 30 psi CHECK EDGE STUD CAPACITY (SDPWS-08 4.3:6.1.2) [Satisfactory] Pmaa = 0.46 kips, (this value should include upper level DOWNWARD loads if applicable) F� = 1000 psi Ca = 1.60 Cp = 0.68 A = 30.25 in? E = 1600 ksi CF = 1.00 F, = 1093 psi > f, = 15 psi [Satisfactory] r—' PROJECT: THOMAS - 1St Fl:? -,line- PAGE: 16 CLIENT: DESIGN BY: JOB NO.: DATE: REVIEW BY: INPUT DATA \ LATERAL FORCE ON DIAPHRAGM (SERVICE LOADS): vdb, WIND = . 34 pif,for wind •;I14 vdta. SEISMIC = 30,, plf,for seismic, ASD NUMBER OF OPENINGS n = - 2 t DIMENSIONS: L = 24 R H = 8 it i -I L ; n, pne mgnesi opemnc H to L ratio 1 Min. H #REF! #REF! 2 3 ft 2.67 ok 3 ve = V/(Co '"•L %) = 87 pit, ( #REF! #REF! #REF!. pit. (SDPWS-08 4.3.5.3.3) [Satisfactory) . 7.5 <= 0 15/32 XREF! I #REF! I #REFI #REF! 4:5 - <_= 0 L' 15 It KING STUD SECTION 2. 'PCs. b = ,3 : in , h = 8 in SPECIES (1 = DFL, 2 = SP) 1" • DOUGLAS FIR -LARCH GRADE ( 1, 2, 3, 4, 5, or 6) 3 No. 1 EDGE STUD SECTION 1 pcs, b= 6 in, h= 6 in SPECIES (1 = DFL, 2 = SP) 1 DOUGLAS FIR -LARCH PANEL GRADE ( 0 or 1) = 1 r- Sheathing and Single -Floor GRADE ( 1, 2, 3, 4, 5, or 6) 4 No. 1 MINIMUM NOMINAL PANEL THICKNESS = 15/32 in COMMON NAIL SIZE (0=6d, 1=8d, 2=10d) 3: , 10d #REF! SPECIFIC GRAVITY OF FRAMING MEMBERS 0.5 . STORY OPTION ( 1=ground level, 2=upper level) t - ground #REF! DESIGN SUMMARY #REF! #REF! 5/8 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in O.C. (or 1/2 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in O.C.) HOLD-DOWN FORCES: T, = 0.69 k , TR = 0.69 k (USE HDU2-1/4x2.5 SIMPSON HOLD-DOWN) MAX STRAP FORCE: F = 0.65 k (USE SIMPSON CS22 OVER WALL SHEATHING WITH FLAT BLOCKING) KING STUD: 2 - 3" x 6" DOUGLAS FIR -LARCH No. 1, CONTINUOUS FULL HEIGHT. EDGE STUD: 1 - 6" x 6" DOUGLAS FIR -LARCH No. 1, CONTINUOUS FULL HEIGHT. SHEAR WALL DEFLECTION: A = #REF! in YSIS ,�.. , au�c cauv.o r our-vvo-vo MAX SHEAR WALL DIMENSION RATIO h / w = #REF! #REFI 3.5 #REF! #REF! MINE SHEAR RESISTANCE ADJUSTMENT FACTOR, Ca Min. Percentage of Ful! -Height Sheathing = 63% (SDPWS-08 4.3.3:5) Maximum Opening Height = 0.88 H Co = 0.628 (SDPWS-08 Table 4.3.3.5) MINE REQUIRED CAPACITY (SDPWS-08 4.3.3.5) Right 0 0.9 TR = 611 ve = V/(Co '"•L %) = 87 pit, ( #REF! #REF! #REF! in ) < 870 pit. (SDPWS-08 4.3.5.3.3) [Satisfactory) THF SHFAR rADArITICC DCD ion T_.,_ .......... ............ _ _ - -- - -- - - -• •• • •-• • •�� "� ,�.. , au�c cauv.o r our-vvo-vo l aDle 4.JA with ASD reduction factor 2.0) Ove u, MO -Ile I116 (fl -lbs) Resisting Safety Net Uplift Moments (n-Ibs) Factors (Ibs) Min. Min. Blocked Nail Spacing 30 Panel Grade Common Penetration Thickness Boundary R .411 Edges y gyp' Right 0 0.9 TR = 611 Nail (in) - (in) 6 4 7 Sheathing and Single -Floor Nnto• Tho ,n.1l—ed ..L.,... .. tOtl 1 5/8 15/32 XREF! I #REF! I #REFI #REF! -- - - ---- j r ,,, ti,a„IIy ma.IVI Pc, IDV nlJl( a. 1E MAX SPACING OF 5/8" DIA (or 1/2" DIA) ANCHOR BOLT (NUS 2012, Tab.11E) 518 in DIA. x 10 in LONG ANCHOR BOLTS @ 48 in O.C. (or 1/2 in DIA. x 10 in LONG ANCHOR 80LTS @ 48 in O.C.) THF Hni n-nnwti enoree. 11 r a I R values snouiu lncluoe upper level UPLIFT forces if applicable)I vm, (Pl0 Wall Seismic at mid -story (lbs) Ove u, MO -Ile I116 (fl -lbs) Resisting Safety Net Uplift Moments (n-Ibs) Factors (Ibs) Holddown SIMPSON SEISMIC 30 307 5760 Left 0 0.9 Ti = 611 y gyp' Right 0 0.9 TR = 611 WIND 34Left 6528 0 2/3 Ti = 893 Jti Kiglll 0 2/3 TR = 693% 11 r a I R values snouiu lncluoe upper level UPLIFT forces if applicable)I it CHECK MAXIMUM SHEAR WALL DEFLECTION: ( IBC Section 2305.3 / SDPWS-08 4.3.2) , (confd) + + — �vhh' l+nil hCG„ . =� niax t�.�'n<u,• O,v„e,IV,+Da:,,l.,,d,•.�r„— +—+0.75he„+— _ #REF! in, ASD #REFI CRL. Gr L.,• Where: v, = 87 plf, , ASD L,, = 15 It E = 1.7E+06 - sxo.auowabie, nsa - 0.343 in psi #REF! (ASCE 7-10 12.8.6) A = 16.50 in` h = 8 If G = 9.0E+04 psi Ce = 4 1 = 1 t = 0.298 in e„ = #REF! in, SO 0.=, 0.15 in, SO ,(ASCE 7-10 Tab 12.2-1 8 Tab 11.5-1) Cm = 1.0 = 0.02 h„ CHECK KING STUD CAPACITY (SDPWS-08 4.3.6.1.2) (NDS 4.1.4) , (ASCE 7-10 Tab 12.12-1) Pmax = 1.04 kips F, = 1500 psi Co = 1.60 Cp = 0.52 A = 27.50 int E = 1700 ksi CF = 1.10 F, = 1374 psi > f� = 38 psi CHECK EDGE STUD CAPACITY (SDPWS-08 4.3.6.1.2) - [Satisfactory], ' Pm8, = 0.69 kips, (this value should include upper level DOWNWARD loads if applicable) Fc = 1000 psi Co = 1.60 Cp = - 0.68 A = 30.25 int E = 1600 ksi C, = 1.00 F,'= 1093 psi > fc = 23 psi [Satisfactory] _•a i � � I , til - b1h1com ` - 33 Sarteano-Dr. 119 •touchdown Dr. C - Structural Engineering �' ' t >n Newport Coast, CA 92657 'Telluride, CO 81435 Construction Consulting 949/715-3700 970/369-0600 F:xncrt'I'cstimunv 949/713-3800 FAX 970/369-0800 FAX LATERAL ANALYSIS: THOMAS RESIDENCE BERRY CREEK, CA 95916 (See Output) ' SHEARWA LS Main ---6" x 10" Timber Los' D:tAPHRAGMS: Roof: 15/32" Sheathing w/10d common @ 12" B & 6" E Floor: '1.9/32" Sheathing w/IOd common @ 12" B & 6" E AOLDOWNS: All log wall anchor bolti (5/8"+) embedded 7" into stem wall _ & extend thru Is' full log course anchored with ' 3" x 3" x 0.229" bearing plate. r ' DRAG•STRUTS: All log header'& top plates act as sufficient drag struts. If 312 SPAX (Z = 432 #, IC) into wall logs are utilized as lateral resistance, then the following spacings apply: (See GRID LINES) A= 131., pit wind P. # 10 @ 36" cc' . a B = 130If p p.#12 @ 36" cc , + 1 = 57 nlf p # 14 @ 36" cc _ 3 2 = 87, plf p. # 16 @ 36" cc See P. # 19 for uplift & Holdown resistance with (2) SPAX & AB's combined i u ?=' Structural Engineering .b.• 7.'ar - n Construction Consulting ` 7 Expert Test.imonv 33 Sarteano Dr. Newport Coast. Ca 92657 949/715.3700 999/715-3800 FAY JOS.- SH OF_ CALCULATED 3Y DAT_ CHECKED 3Y SCALE DATE Pv�C 36 L` ,Z i �✓ = LV., to A 91 r 7— 'S i r r . lI�lt r 1 Com. 4 f 4 1 7— 'S i r Structural Engineering Construction Consulting Expert Testimony 33 Sarteano Dr. Newport Coast, CA 92657 949/715-3700 94.9x115.3800 FAX 1 0 3 J 5 9 1! 1 F]. 1 n . . JOB SHEET NO. ` o OF CALCULATED BY DATE CHECKED BY DATE SCALE D PAnnl ICT 9m MEMBER REPORT- Level, Roof.' Joist ®' � F ®. 9 a . 1 piece(s) 11 7/8" TH& 110 @ 24" Oic Overall Sloped I ennth- u' 1 QrIR" o SI r '2 N k B All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. 0 De519A ReSUlts n Actual ® Location _ Allowed Result • r LDF Load: Combination (Pattern) + _ Member Reaction (lbs) Shear (Ibs) 386 @ 9' 9 1/2" 426 @ 2' 3 1/Z" 1047 (1.75") 1794 Passed (37%) Passed (24%) 1.15 1.0 D + 1.0 S (Alt Spans) 1.15 1.0 D + 1.0 5 (ATI Spans) Moment (Ft -lbs) ` ` 634 @ 6'3 11/16" .3634 Passed (17%) 1.15 1.0 D + 1.0 S (AI[ Spans) Live Load DeFl. (in) 0.036@ 6' 17/16" 0.360 Passed (L/999+) -- 1.0 D + 1.0 5 (Alt Spans) Total Load DeFl. (In) ti - Deflection trite • LL 360 0.061 @ 6' 1 5/16"—_—, 0.541" _- Passed (L,r9gg+) 1.0 D + 1.0 S (Alt Spans) -"'� — PASSED �1 't System : Roof Member Type : Mist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASO Member Pitch: 12/12 J• a • ,(U )andTL(U240). ! 1 ,ti ' $I. ! - . Overhang deflection criteria: LL (2U360) and TL (2U240).. } s G' Bracing (Lu): All compression edges (top and bottom) must be braced at 6' 2 1/B" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achleve member stability. i• a J cy R Dead r Snow - r' • + Loads' Location (Side) Spadng (0.90) (1-15). Comments 1 - Uniform (PSF) 0 to 2' 24" 15.0 = 75.0 Roof 2- Uniform (PSF) 2' to 10' 24" 15.0 , 31.0 . w l SUSTAINABLE FORE51Ry INITIATIVE t• , iT 1 •tip ' • !• A ' *` �� ' ,, • . . ..I • F G r''r - ,v, - _ Form Sok warp Opor for "y Job Nows- �' i 0K,1/2016 728:25 BarcyFlouseal ' �� +� HM Forte v5. 1, Design Engine: V6 5,t 1 HLH by- . ban,/ corn � _ { ►• 1 + +. pave 1 of • I , F' MEMBER REPORT ` :.Level, Roof. Drop Beam �� ®R °� 1 piece(s) 1 3/4",x 117/8" 2.0E Miclrollam® LVL Overall Length: 28' t , 0 .. • .,Ir �..r1 4 j1 .K .•.,rr.,.-._ ++..-...-•.•.o.� I j r L 4 1 r •V • i i r ., t 2 12'. 12' � 2 - All All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. 0 Design'Results.'+� :,,,� t �artuat,(a;tAcaoon,�, ;z',,�enuowed*�� �Resultf,�ry,,, "LD J .Lom adcCobind aon (PaEOern) p�i�+,-• '." Member Reaction (Ibs) 5578 @ 14' 6978 (5.50") Passed (80%) -- 1.0 D + 1.0 S (Ad) Spans) Shear (lbs) 2312 @ 15' Z 5/8" 4541 Passed (51%) 1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft -lbs) ' -6428 @ 14' 10263 Passed (63%) 1.15 1.0 D + 1.0 S (Adj Spans) Live Load DeFl. (in) 0.131 @ 7' 7 11/16" 0.392 Passed (L/999+) -- 1.0 D + 1.0 S (Alt Spans) Total Load Defl.(in) 0.200 @ 7'6 3/8" 0.589 -_ Passed (L/707) _1.0.2 + 1.0 S (Alt Spans) ..cc�wn ullcno. L.L tyjov) one I L tLytvu). - Overhang deflection criteria: LL (ZU360) and TL (ZU240). Bracing (Lu): All compression edges (top and bottom) must be braced at 6'8 7/8" o/c unless detailed otherwise. Proper attachment and positioning of lateral • bracing is required to achieve member stability. • oloclong Panels are assumed to carry no loads applied directly above them and the full toad is applied to the member being designed. .r'AW 10ad5 ..`?•,. ~Loca•s • rY tion (Side) , ,-;;Wrdthk _ . v .. ) fir (0.90) .9 Comments'4m,rf 0 - Self Weight (PLF) 0 to 28' N/A 6.1 .- h n 1 - Uniform (PLF) 0 to 28' (Front) N/A 158.0 227.0 Roof WeYer lieuserrNotes k �, " « r c ° ` " �� a^_� x' 'a ( r ..,!. .t " ...u. :!�1 .x.J '.. tT.'t:.tr' 'b.,&, .�A— rt''r „ i,.t A�.`•KP.c;x 3res'w�.,�^"_.LLS '=it+FY ._e 4 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and FSR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to littp://www.woodbywy.com/services/s_CodeReports.aspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator • I • [1 j , w y � t • Forte Software Operator - Barry Houseal BLH, IIx (9491715-3700 �• r t bafry• houseal@gmail comp` r ,V • Job Notes 2r2 lPASSED�— - System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0112 (!� SUSTAINABLE FORESTRY INITIATIVE 1 f 1. / • e r .- h n 4 • 1' n i r ,V • Job Notes 2r2 lPASSED�— - System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0112 (!� SUSTAINABLE FORESTRY INITIATIVE 1 f 1. / • e r 10/9/2016 7:42:36 AM Forte v5.1, Design Engine: V6.5.1.1 ` r Page 1 of 1 r R Stnictural Engineering Construction Consulting Expert Testimony 33 $artoano Dr. Newport Coast, CA 92657 949/715-3700 949/715-3800 FAX JOB SHEET NO. �-2 OF CALCULATED BY DATE CHECKED BY DATE SCALE N H ; �. v n o � .J n ♦ in ra D PRODUCT 207 . f -;'F 0.?' MEMBER REPORT 1 Level, Floor. Joist " 1 piece(s) 13/4" x 9 1/2" 2.0E Microllam@ LVL @ 12" OC ' • Overall Length: 11'9 1/2" 1 ' " y� r ,� ' •° tY ''fir l • 2 • All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. �•• • t D2SIgf1 ReSUI[s. • Actual (ap Location Allowed Result - LDF Load: Combination (Pattern) - Member Reaction (Ibs) 1204 @ 2 1/2" 1673 (2.25") Passed (72%) -- 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1001 @ 1' 1" 3159 Passed (32%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 3363 @ 5.10 3/4" 6123 Passed (55%) 1.00 1.0 D —+1.0 L (All Spans) . Live Load Defl. (in) 0.236 @ 5' 10 3/4" 0.284. Passed (1.1578) . -- 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.307 @ 5' 10 3/4" 0.569 Passed ((1444) 1.0 D+ 1.0 L (All Spans) T)-Pro_Reting 62 40 Passed • Deflection rritaria• i i "rdunt n .,. --�•• - - ---- —•-- _._—__ PASSED System : Floor ' Member Type : 3otst , Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD t Bracing (Lu): Ali compression edges (top and bottom) must be braced at 11.7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A 4% increase in the moment capacity has been added to account for repetitive member usage. A structural analysis of the deck has not been performed. ' . Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge'" Panel (24" Span Rating) that Is glued and nailed down. Additional considerations for the T] -Pro'" Rating include: None --- - '. - Bearing Lengtlt—�--Loads to Supports (Ibs) . Supports Total Available R wired Dead Floor Live Total Accessories "• 1 - Stud wall - SPF - 3.50 2.25 1.62" 283 943 1226 1 1/4" Rim Board ' 2 •Stud wall -SPF' 3.50". 2.25" — -_ 1.62" _ 283 943 1226 1 1/4" Rim Board t . { �•+ :'• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Load, t A I Dead Floor Live Location (Side) Spacing (0.90) - (1.00) Comments 1 - Uniform (PLF) 0 to 11' 9 1/2" N/A 48.0 160.0 Residential - Living Area r (I� SUSTAINABLE FORESTRY INIT IATPlE, nd published design values. for installation details. Use of this software is not intended to + builder or Framer is responsible to ` Mird-party certified to sustainable ESR -1153 and ESR -1387 and/or tested i/services/s CodeReports.aspx. Operator —Forte Software Operator ` " Job Notes10/9/20'1G 7:48'59 AM Bi fr btc House31–� - – – -- —1 Forte v5.1, Design Engine: VG 5.1 1 t-" . s949i 715-3700 ,� - + xa rY saa 4�9m l ai con Ne., _ # page 1 of 1 t A I 1 (I� SUSTAINABLE FORESTRY INIT IATPlE, nd published design values. for installation details. Use of this software is not intended to + builder or Framer is responsible to ` Mird-party certified to sustainable ESR -1153 and ESR -1387 and/or tested i/services/s CodeReports.aspx. Operator —Forte Software Operator ` " Job Notes10/9/20'1G 7:48'59 AM Bi fr btc House31–� - – – -- —1 Forte v5.1, Design Engine: VG 5.1 1 t-" . s949i 715-3700 ,� - + xa rY saa 4�9m l ai con Ne., _ # page 1 of 1 T E' MEMBER REPORT ' Level, Floor: Flush Beam 2 piece(s) 13/4" x 117/8" 2.0E Microllam® LVL Overall Length: 16' 0 0 I 8 8, a o 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Design Results Actual ® Location Allowed Result _ LOF Load: Combination (Pattern) Member Reaction (ICs) 1741 @ 8' 13956 (5.50") Passed (12%) 1.0 D + 1.0 L (All Spans) Shear (lbs) 856 @ 9' 2 5/8" 7897 Passed (11%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 1881 @ 4' 17848 Passed (11%) 1.00 1.0 D + 1.0 L (Alt Spans) Uve Load DeFl. (in) 0.016 @ 4' 0,192 Passed (L4/999+) -- 1,0 D + 1.0 L (Alt Spans) Total Load Den. (in) _ _ _ 0.021 @ 4' _ 0.383 Passed (L/999+) 1,0 D +1.0 L (Alt Spans) • Deflection criteria- I I n MAn1 and Ti r. nom ����--- member •— —_ Bracing (Lu): All compression edges (top and bottom) must be braced at 15' 9 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Loads Bearing Lengttf Loads to Supports (lbs) — Supports Location (Side) Width . (0.90) (1.00) Comments Total Available Required Floor Dead Live Total Accessories 1 -Stud wall -SPF 5.50" 4.25" 1.50" 133 405/-87 538/-87 1 1/4" Rim Board 2 - Column - SPF 5.50" 5.50" 1.50" 491 1250 1741 None 3 - Stud wall - SPF 5.50" 4.25" L50" !s3 405/-87 538/-87 1 1/4" Rim Board _ _ • Rim Board is assumed to carry all loads applied directly above it, bypassing the —- member being designed. Loads Tributary Dead Floor Live Location (Side) Width . (0.90) (1.00) Comments 0 - Self Weight (PLF) 1 1/4" to 15' 10 NIA /A 12.1 1 -Point (lb) 4' (Front) N/A 283 443 Residential - Living Areas 2 - Point (lb) 12 (Front) N/A 283 943 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are net designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at. Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by LCC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http:/twww.woodbywy.com/services/s_CodeReports.aspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator i Job Notes Beay Hov>aa1 BLH In:: 1 �"Iq!'7 tL-3700 oarrf.t a�sg31(��gma;l.vm 2.S PASSED- ' System: Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD l SUSTAWABLE FORE57RY INITIFYIIVE '101912.016 8:08:20 AM Forte v5.1, Design Engine- V6.5.t 1 Page 1 of 1 Structural Engineering Construction Consulting Expert Testimony 33 Sartesno or. Newport Coast, CA 92657 949/715-3700 949/715-3800 FAX SHEET NO.- 26 OF CALCULATED BY. CHECKED BY SCALE DATE DATE 0 PRODUCT207 Structural Engineering ' k Construction Consulting Expert Testimony 33 Sarteano Dr. Newport Coast, CA 92657 949/715.3700 949/7]5.3800 FAX JOB SHEET NO. ✓ OF CALCULATED BY CHECKED BY_ SCALE DATE DATE B D PROMIUM7 is x b. (A I i - I FOUNDATION PLAN I Dc rn 3 ,S ANCHOR BOLT NOTES FOUNDATION NOTES weP.•E�so ..,cee[e..acxrw, all e w we�oe c+�'cae`ala 2wa'cmw,. a 11-7 a "FOOTING SCHEDULE I1 fl -- - � 11 ert tfYev Mf, STORAGE CEILING FRAMING PLAN ® TF -11 DF ME ROOF NOTES: n e.r[.as.«wae .�. ._.e..•. c.. ... -=•r_---::c---�- - I I !� I I I I � i.�-- I •i � I! ROOF FRAMING PLAN �\ TOE OF SLOPE I �\ L] -SLOP E>1.1 Eli \\ L SLOPE > 11 @ I f POI alum—P-11.1Pl. PPI PREPARED BY kss; ENGINEERED BY BLH INC. PROJECT INFORNATI( THOMAS RESIDENCE: - .• c:vi e:,: sP P• ORANINN>G VOTE�IRENi61( t,vTsu' c.e o DAtc SCALE tf✓J6/t6 i/a•a l•{ SHEET TITLE STRUCTURAL PLAN SHEETNUVBER S2 "� N r