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HomeMy WebLinkAboutB16-0857 000-000-000BUILDING ENERGY ANALYSIS REPORT PROJECT: Reinemer/Franzella Guest House 4156 Spyglass Road Chico, CA 95973 Project Designer: Tom Franzella (Owner) 4156 Spyglass Road Chico, CA 95973 " {530) 345-6504 Report Prepared by: Max Ramirez 22189 Samson Ave. BIPI'TE Corning, CA 96021 COUNTY (530) 321-7242 SEP 3-0 2016 DEVELOPMENT- SERVICES EVELOPMENTSERVICES l Job Number: 040816 -Guest House Rev#3 PERMIT #_ Date: BUTTE COUNTY DEVELOP ENT SERVICES REVIEWED FOR CODE C MPLIANCE 8/4/2016 ngTE !� / B The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnergyPro 6. by EnergySoft User Number. 5733 ID: 040816 -Guest House t TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF -1 R -PRF -01-E Certificate of Compliance 3 Form RMS -1 Residential Measures Summary 10 Form MF -1 R Mandatory Measures Summary 11 EnergyPro 8. by EnergySoft Job Number. ID: 040818 -Guest House Rev#3 User Number: 5733 <A.. CERTIFICATE OF COMPLIANCE - RESIDENTIAL _PERFORMANCE COMPLIANCE METHOD �' 'CF1 R -PRF -01 Project Name; Residential Building , r , - Calculation Date/Time- 09:56, Thu, Aug 04, 2016 - Page 1 of 7 ax Calculation Description: Title 24 Analysis. ' , Input File Name: 041516-Franzella & Reinemer Rev#3.ribdx' GENERAL INFORMATION ; 01 Building Compiles with`Computer;Performance 01 Project Name Residential Building 02 This building incorporates;features that require f�eltl Wstlhg�a�ndfor°-verificaation by %pertiflediHERS raterunder the supervision of a CEC-approved HERS provider. • .. - _' 02 Calculation Description Title 24 Analysis Standard Design " 0- 03 ; ;:. _ - Project Location 4156 Spyglass Road 22.76 27.18 -4.42 04 City Chico 05 Standards Version Compliance 2015.' t 06 - Zip Code 95973 - 07 Compliance Manager Version BEMCmpMgr 2013-4b (433) 08 Climate Zone CZ11 09 Software Version EnergyPro 6,8 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 135 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 756 15 Number of Zones 1 16 Slab Area (ft2) 756 17 Number of Stories 1 18 - Addition Cond. Floor Area N/A 19 Natural Gas Available No ' 20 " Addition Slab Area:(ftZ) N/A, 21 ' Glazing Percentage (%) 23.3% f r. COMPLIANCE RESULTS -..:,,,^' a - 01 Building Compiles with`Computer;Performance r 04 02 This building incorporates;features that require f�eltl Wstlhg�a�ndfor°-verificaation by %pertiflediHERS raterunder the supervision of a CEC-approved HERS provider. ;. .. _ 07 _ . Energy Use (kTDV/ft2-yr) Standard Design Proposed Design 0- ;K 0 ge- 22.76 27.18 -4.42 -19.4%• Space Cooling r, 7. ` -.. • E, 4, -' f { is -j - • IL Registration Number: 216-No141694D-000000000-0000 Registration Date/Time: 2016-08-04 10:06:55 HERS Provider: CaICERTS inc. 'CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-08-04 09:56:51 ENERGY USE SUMMARY - 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 22.76 27.18 -4.42 -19.4%• Space Cooling 60.25 83.07 -22.82 -37.9% IAQ Ventilation 1.39 1.39 0.00 .� - 0.0% - Water Heating 71.04 40.37 30.67 43.2% Photovoltaic Offset — - 0.00 0.00 Compliance Energy Total 155.44 162.01 3.43 2.2% ' IL Registration Number: 216-No141694D-000000000-0000 Registration Date/Time: 2016-08-04 10:06:55 HERS Provider: CaICERTS inc. 'CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-08-04 09:56:51 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD '" _' . CF1R-PRF-01 - , Project Name: Residential Building- , , - F'� W' Calculation Date/Time: 09:56, Thu, Aug 04, 2016 ` a Page 2 of 7 Calculation Description: Title 24 Analysis' .• a is Input File Name: 041516-Franzella & Reinemer Rev#3.ribdx` REQUIRED SPECIAL FEATURES' " .S rhe following are features that must be installed as condition for meeting the modeled energy performance for this computer_ analysis. - NO SPECIAL FEATURES REQUIRED 1 " HERS FEATURE'SUMMARY The followingis a summa of the features that must be field -verified b a certified HERS Rater as a condition for meeting the modeled energy ' summary x g performance for this computer analysis. Additional detail is provided in the building components tables below. ' Building -level Verifications: t IAQ mechanical ventilation . - Cooling System Verifications: • _- None HVAC Distribution System Verifications: - • -- None — ; Domestic Hot Water System Verifications: . ` •a _ - �• . None -- ' t _ , F ;r ENERGY, DESIGN RATING This'is the sum of the annual TDV enei'gy.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 aid&Oomponents not regulate d'by Title 24, Part 6 y(such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. Reference Energy Used } Enema Desi n Ratln rgy` g g v Margin Percent Improvement 3. Total Energy, (kTDV/f2•yr)' 239.1'5 �`.um. n $235 72,F -<. 3.43 1.4% ` includes calculated Appliances and Miscellaneous Energy Use (AMEU) k .r BUILDING - FEATURES INFORMATION - 01 02, 03 - 04 . •' 05 .06- 07 J, > Number of Dwelling Zone Floor Area Avg. Ceiling Number of Ventilation Number of Water ` Project Name Conditioned Floor Area (ft2) Units Number of Bedrooms Number of Zones - s . Cooling Systems Heating Systems Residential Building 756 1 1 1 0 1 ZONE INFORMATION f, 01 02 03 ; 04 05 ; O6 07 Zone Floor Area Avg. Ceiling - Zone Name Zone Type HVAC System Name (ftz) Height Water Heating System 1 Water Heating System 2 Zone 1 Conditioned HVAC System1 756 8 DHW Sys 1 Registration•Number: 216-N0141894D-000000000-0000 :, Registration Da_te/Time: _2016-06-04 10:06.55 HERS Provider: ` CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-08-04 09:56:51_ I CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD ' CF1 R -PRF 01 Project Name: Residential Building '. y' Calculation Date/Time: 09:56; Thu,`Aug 04, 2016 Page 3 of 7 ` Calculation Description: Title 24 Analysis :' „„ .. r Input File Name: 041516-Franzella & Reinemer Rev#3.ribdx OPAQUE SURFACES - 02 h 03 •= 04 - - _ "Name : ' _ Construction Typed 06 01 - 02 03 04 06 , 06 07 : , .t `; 08 Name '. R Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area'(ft.) Jilt (deg) Front Wall Zone 1 , _ '_. : R-15 Wall - 135:�,,., Front•, x. s_240 .64-;i�90 '. ., 'Left Wall 'Zone 1' R-15 Wall 225 Left , 248. . 37.5`, c 90 Rear Wall Zone 1 ' . R-15 Wall • 315 Baric 240 18.4 _ 90 Right Wall f .Zone 1 = •' RA Wall .45.- Right 248 42.2.- 90 Roof 2 .Zone 1'R-38 Roof Attic w/ RB` - 0,30 0.23 724 Skylight 'Skylight ' OPAQUE SURFACES – Cathedral Ceilings j. 01 02 h 03 •= 04 06 - _ "Name : ' _ Construction Typed 06 07 08 09, 10: 11 Surface (Orientation -Azimuth) , ; r" Width (ft) Height (ft) Orientatio Area (ft2) Skylight Area Roof Rise Roof • Roof Tilt Roof Roof Framing Name Zone Type n Area (1`1:2) (ft2) (x in 12) Pitch (deg) Reflectance Emittance Factor Roof `, `� Zone 1 R-38 Roof Attic w/ RB1 : ' . - specify - . 32.1 32 .6, 0.5 - ; 26:57 0.1 ' 0.85 .: 0.07 . ATTIC ` 01 i 02 F, -, 03 ` , r . 01' 03 06 06 07 08 - _ "Name : ' _ Construction Typed `� Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof , &'1... f -i .,.++r. ,w -a-*:a fir • Attic Zone 1 � � Attic RoofZone 1 , . ` ; ' � `Ventilated- ....,..,w as 6 � "� '�`�`- 0.1 � 0.85 " Yes : • No WINDOWS ` 01 i 02 F, -, 03 ` , r . 04 05. 06 07 08 09 . 10 Name ? -.Type Surface (Orientation -Azimuth) , ; r" Width (ft) Height (ft) Multipil er Area (ft2) U -factor SHGC Exterior Shading Window Window. Front Wall (Front -135) -- — 1 . " ,/64.0 0.30 0.23 Insect Screen (default) Window 2 Window - Left Wall (Left -225) -- — 1 . 37.5 0.30 0.23 Insect Screen (default) - Window 3 Window Rear Wall (Back -315) 1 _ ./18.4 0.30 0.23 : Insect Screen (default) • . Window 4 • . Window t Right Wall (Right45) - — 1. •24.5 0,30 0.23 Insect Screen (default) v Skylight 'Skylight ' Roof (- specify –180) 1 32.0 0.48 0.27 DOORS - 01 02 03 04. - f ' Name , Side of Building - Area (ft2) U -factor Door '. �� Right Wall , ` 17.7 0.50. Registration Number: 216-N0141694D-000000000-0000 Registration Date/Time:- ,2016-06-04 10:06:55 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version MR -03112016-433 «� r- ' HERS Provider: CaICERTS inc. Report Generated at: 2016-08-04 09:56:51 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis Calculation Date/Time: 09:56, Thu, Aug 04, 2016 Input File Name: 041516-Franzella & Reinemer Rev#3.ribdx 1 CF1 R -PRF -01 Page 4 of 7 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 w A' ea (ft2) 10 PA' a er (ft) "Edge Insul -value & Depth Carpeted Fraction Heated Slab Zone�'I Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers - Cavity / Frame: no insul. 12x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 - Roof Deck: Wood Siding/sheathing/decking Attic RoofZone 1 Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 - Roofing: Light Roof (Asphalt Shingle) - Inside Finish: Gypsum Board - Cavity/Frame: R -15/2x4 R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 15 0.095 - Exterior Finish: 3 Coat Stucco - Inside Finish: Gypsum Board Ceilings (below - Cavity/Frame: R-9.1 /2x4 R-38 Roof Attic w/ RB attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 - Over Ceiling Joists: R-28.9 insul. - Inside Finish: Gypsum Board - Cavity / Frame: R-38 / 2x4 - Roof Deck. Wood Siding/sheathing/decking R-38 Roof Attic w/ RB1 Cathedrel.Ceilings ::: Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.036 - Roofing: Light Roof (Asphalt Shingle) SLAB FLOORSA'00" oft . ; 01 02 ` 03 X04 �q 05 06 07 Name Zoe w A' ea (ft2) 10 PA' a er (ft) "Edge Insul -value & Depth Carpeted Fraction Heated Slab Zone�'I H 756 .' y11'0 I 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 — WATER HEATING SYSTEMS 01 02 03 04 06 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% Registration Number: 216-No141694D-000000000-0000 Registration Date/Time: 2016-06-04 /0:06:55 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFSR-03112016-433 Report Generated at: 2016-08-04 09:56:51 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 09:56, Thu, Aug 04, 2016 Calculation Description: Title 24 Analysis Input File Name: 041516-Franzella & Reinemer Rev#3.ribdx CFI R -PRF -01 Page 5 of 7 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 0.84 185000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation Control Central DHW Distribution DHW Sys 1 - 1/1 — — -- -- — — SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name :;SystemType 1 Heatlr►g UnIE Name,Cooling Unit Name Fan Name Distribution Name :Heat Pump System 1:::2:3 Heat Pump Heating and ,Cooli4g stem Heat PmpSysy 1 Heat Pu p Sys e i None None HVAC - HEAT PUMPS �` •*= - 01 02 03 04 05 06 1 07 08 09 10 Name Type Heating HSPF/COP Cap 47 Cap 17 Cooling SEER EER Zonally Controlled Multispeed Compressor HERS Verification Heat Pump System 1 DuctlessHeatPump 9.3 19400 T16000 18 12.5 No No Heat Pump System 1 -hers -cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Heat Pump System 1 -hers -cool Not Required — Not Required Not Required Not Required Registration Number: 216-No141694D-000000000-0000 Registration Date/Time: 2016-06-04 10:06:55 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-08-04 09:56:51 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 09:56, Thu, Aug 04, 2016 Calculation Description: Title 24 Analysis Input File Name: 041516-Franzella & Reinemer Rev#3.ribdx CF1 R -PRF -01 Page 6 of 7 IAQ (Indoor Air Quality) FANS 01 02 03 04 06 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 22.56 0.25 Default 0 Required PROJECT NOTES The California Energy Commission's software creates Cathedral Ceilings whenever Skylights are added to a roof. There will be no Cathedral Ceilings. The Skylight tunnel will be framed with 20's and Insulated with R-16 Batts a P � {y- S%W Registration Number: 216-N0141694D-000000000-0000 Registration Date/Time: 2016-08-04 10:06:55 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - MR -03112016-433 Report Generated at: 2016-08-04 09:56:51 -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. § l 10.8(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(1) when the installation of a cool roof is specified on the CFI R. § 110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CFI R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a § I50.0(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. §I50.0(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 Il 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 uirements of § 110.8 150.0 § (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: §I50.0(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150.0(e)1B: 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)1C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. § I50.0(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 and spa heaters. §150.0(h)l : 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). § 150.06)IA: 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)1 B: 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 §150.00)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. §150.06)213- 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 09:56, Thu, Aug 04, 2016 Calculation Description: Title 24 Analysis Input File Name: 041516-Franzella & Reinemer Rev#3.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: Max Ramirez Company: Signature Date: Golden Sun Designs 2016-08-04 10:06:55 Address: CEA/HERS Certification Identification (If applicable): 22189 Samson Ave NA City/State/Zip: Phone: Corning, CA 96021 530-321-7242 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, unde:the laws of the State of California: 1. 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 performa.rlce 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 oe s A- desigri`feafiires identified, on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to,the enforcement agency for app ovaI-with, this building permit application. r Responsible Designer Name: p 'Responsible Designer Signature: vax Max Ramirez c�amlrez Company: H E Date. Signed: E . Golden Sun Designs 2016 -08-04 10:06:55 Address: License: 22189 Samson Ave NA City/State/Zip: Phone: Corning, CA 96021 530-321-7242 Digitally signed by Ca10ERTS. This digital signature is provided in order to secure the content of this registered document and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 216-No141694D-000000000-0000 Registration Date/Time: 2016-09-04 10:06:55 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-08-04 09:56:51 RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name Reinemer/Franzella Guest House Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 8/4/2016 Project Address 4156 Spyglass Road Chico California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 756 Addition n/a # of Units 1 INSULATION Construction Type Area Cavi(ft) Special Features Status Wall Wood Framed R 15 814 New Door Opaque Door - no insulation 18 New Roof Wood Framed Attic R 38 724 New Slab Unheated Slab -on -Grade - no insulation 756 Perim = 110' New FENESTRATION I Total Area: 176 Glazing Percentage: 23.3 % New/Altered Average U -Factor: 0.33' Orientation Area(ft2) U -Fac SHGC Overhang Sidefins Exterior Shades Status Front (SE) 64.0 0.300 0.23 • none none Bug Screen New Lett (SVtq 37.5 0.300 0.23 none none Bug Screen New Rear (NVIq 18.4 0.300 0.23 none none Bug Screen New Right (NE) 24.5 0.300 0.23 none none Bug Screen New Skylight 32.0 0.480 0.27 none none None New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 9.30 HSPF Split Heat Pump 18.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC System Ductless /with Fan Ductless n/a n/a New WATER HEATING Qty. Type Gallons . Min. Eff Distribution Status 1 Small Instantaneous Gas 0 0.84 Standard New EnemvPro 6. by EnergySoft User Number: 5733 ID: 040816 -Guest House Pae 10 of 14 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 It vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class It 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 §I50.0(n)1: 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. § I50.0(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)l : 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 %< 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. § 150.0(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 <_ 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 < 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)lA: 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 § l 10.4(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 § l 10.4(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)lA: 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. §I50.0(k)IB: 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)IC: § i 30.0(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)1D: 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)IE: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with §I30.0(c). Night lights do not need to be controlled by vacancy sensors. §150.0(k)1F: 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: Nigh 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. § i 50.0(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 § I50.0(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. § I50.0(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 fisted 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 tum 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 tum 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 §I50.0(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 § 150.0(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). §I50.0(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)12A: 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)12B: 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)1: 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 ¢110.10 through §110.10 e . §I 10.10(a)2: Low-rise multi -family buildings shall comply with the requirements of §I10.10(b) through §I10.10(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 §I 10.10(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 §1 10.10(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'. March 1, 2016 RE: Franzella6v stHouse, 4156 Spyglass Road, Chico, CA To Whom It May Concern: I have reviewed the truss calculations by Homewood Truss dated 2-26-16 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents dated 2-16-16. The specific design shall remain the responsibility of the engineer who has sealed the calculations. Sincerely, Ryland Burdette, P.E. APR 2 6 2016 BUTTE COUNTY QG' .1 L -i BUTTE COUNTY �evis`oN BUILDING ryk4 f- "Serving The Best Builders' 4011 Sierra College Blvd., Loomis, CA 95650 Phone (916) 652-4655 Fax (916) 652-3860 5033 Feather River Blvd., Olivehurst, CA 95961 Phone (530) 743-8855 Fax (530) 743-8856 Truss Calc Submittal Tom Franzella Project: R %.,dIVE `APR 2 6 2016 _ BUTTE COUNTY DOS WILDING . PLANNING Franzena House(�.PERM UgS I BUTTE COUNTY DEVELOPMENT SERVICES 415 6 Spyglass EV � FOR Chico Ca Coo M�E PA�� Truss Designer: Bryan Wagner biyanw(Lbhomewoodtruss.com Phone: (530) 743-8855 Trackina / Work Order # 0300116 --t L-te: Cl, Job Name: Franzella roc-,rHouse Truss ID: A02 QW: 2. 116 I -LOC MALT Sne nQ'D 1 0- 1.12 924 9.SO' 1.50'. Z 21-10- 4 924 9.50= 1.50^ an DIFn1CTI01l ( s L/999 I= 14-I3 ) LC 99 L- •0.19" D= •0.59^ T= .0.49" Jeiat lsutlm oar. 1 e- /- • 1l a- 0- O a a- a- 0 is E a•IO- 4 18 E -le- 4 9.18. 4 4 4 o N t. 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IS 0.30 to -to -a s -H •Ileo l.a / Las / 770 '7"41 H Laa 1.60 e.7a 0.13 L ZM - Hammit"d ���$ >r QLU-Pm ON IE ANIWCOMPANY talo N. Gn.t SW Pft* Grand Prafft TX 75330 TRUSPLUS 6.0 VBYs 1'0..5.20 TC 2X4 DFL •14 fcr. IC 2X4 DFL /1 4 1tr. 2X4 DFL STANDARD 12.9, 17-7 �on Lem factor) =D2.00 NDARD nC/ C tr9aa piste valor* aro hued on testyi�.and approval as �reeg�slrtd by INC 1709 sad AIIRIRPI ad are reportd Is IRR -1118. Not den for attic storage unless natd • !u. 5 0-1 3X6 S 0-4-1 B1 W:308 R:924 U:-45 IS fcaed per AIi9I/TP1 1-2007 Fats! eatlna Tolerasce = 20.0% Bearings designed for an FcPers value of the lesser of the truss chard Insists value or So$ far all bearings Refer to Dist QC..2atail Sleets for Cgfactors and Rotational Tolerances. loaded for 10 PSF ansa-cescorrmt I=. PIATINO fASn ON sizak Lilian VALUES. r 11-D-0 i 11-0-0r r 1 2 3 4 5 6 7 8 9 6.0 5X6 UFLIPT RRACrM(S) r Sirppert C4c Wind Sun -Vied 1 •45 16 2 -43 16 This truss is designed using the ASC97-10 Wind Specification 311% Enclosed - Yds, Tronas Location = Not and Zone tegory C g8ean�rear heigfitth E= 12.92 fndg�th 1 0.00 ft 0 category II, Dead 19.2 par DC ii u Inin Yid Force Innistina,g Syntex • Low-rise and.Cssposents and Cladding Tributary Area - 44 sgft 2.5X4 5X6 t4-0-0� , 4-0-0 r 14-D-0 t 22-0-0 , 10 11 123 14 15 187 18 19 All connector plates are ALPINE Wave 20 go., unless preceded by 'W for High Strength 20 go., *S" for Super Strenglh.l8 ga. Plates are to be positioned per Joint Detail Report. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates. wwWARN/NGlww READ AND FOLLOW ALL NOTES ON THIS DRAW/NGI 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require edrame can In fabricating, handling, shipping, Installing and Mating. Reler to end follow the latest adiban of SCSI (Building Component ,.tarty Information, by TPI and WTCA) for safety practices prlorto performing Nese functions. Installers shanprovids temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bosom chord shall have a properly attached rigid calling. Location shown far permanem tateral r Ird of webs shag have bracing Installed per SCSI sections 83, 87 or 810, as applicable. Apply ptates to each face of suss and position esshown above and on the Joint Detags report unless noted otherwfae. Alpine, a dhAslen of RW Bulging Components Group Inc., shag not be responsible to, any deviation from this drawing, any failure to bugd the truss in conformance with ANSIRPI 1, or for handling, shipping, Installation a bracing of trusses. A seal on thin dmving or corer papa haling M/s dra stng, Indicates acceptance o(professioval engineering fesponalbllity sokly for the design Shown. The sultabglty and use of this drawing for any sWctureis the responsibility of tyre Building Designer per ANSYMII Saa2 For more Information see this Job's general notes page and Mese web rhes: 82 W:308 R:924 U:-45 Gets Tom Frallzella DIYs.Drive_1111_0300118_ AM7J00001 Wes DrivejILOM110_111,000 ' Deems MMS 9LC = 40 Wr/PLYt TC Live 20.00 psf TC Snew(Pr) '0.00 pelf TC Dead 14.00 pelf YC Live 0.00 par 6C Dead 8.00 psf Cede: CYC -2013 Livellur L=1.25' P=1.23 SnvwDur L=1.15 P=1.15 Yep Rmr Rad / Coup / Trina 1.15 / 1.10 / 1.10 O.C.Spacitlg 2- 0- 0 0< Job Name: Franzella GuE,f:House Truss ID: A04 Qty: ' on I -IAC REACT SIIR a 'D 1 0- 1.12 824 8.80" 1.88" iC 224 DFL 41 a Rtv. 8C 224 DFL 41 a str. Web brselsl required at each location shows. ® Refer to iCST for required lateral UPLIFT REAMON(S) r Support CAC Wind Non 2 21.10.4 824 8.8o" 1.80" 224 DFL STANDARD 12.3, 20.7 Proper restraint. For alternative web bracing, -Wind 1 •49 16 WAR DEFLECTION (a r WEB 224 DFL STANDARD see 1TWBCGts standard details. 3 -48 lb L/810 1®1 8-8 (L ) LC I tr 0= T= 2z4 DFL 01 A Btr. I3-18, 17-I9 designed for FePeerrpp Deai1med per ANSI/TFI 1.2007 This truss is designed using the -0.291, •0.601, -0.89 Oeariegs .n valve ell the leeur rite trees losbee Fa ati0s ielerasce - 20.0% Rcr factor) 2.00 ASSET -10 Wind specification . ®,Relat taertI- rem= 1 a• o- 0 13 32.11. 0 of chord value er 82S for all hearings. (creep = Refer to joint QC Detail Sheets for 31dg Exlosed = Yee, Ttaes Location = Not Rad Zone t a- 0- s 13 32.12 4 IEC/IuREC trues plate valuesarebased on factors and Rotational Tolerances. R�d�faLetee�tb a o o- o and ad an reported ired �tII1118�� PRATING EASED far PON�6RERN LUREER VtALUS9 helght2=SIE BEBldg ti -I::13 t1: o u- s- 4 v te• 3. 4 andtANSI/7PIare Net designed for attic storage ®lees Trots. Mean roof tt 110 Oecepancy Cateeggoory II, Dead - 15.2 7 is t•le is n• 32. 4 noted otherwise. 490 l.0 / pf Desi as mala gid Force Resists System a u• 11 a 19 u- 1.12 e 22- e- a as u- 1.12 o.as n-132 eared nE se - Low-rise and. Component@ and Cladding Is a e- 0 321 ie• g- ! 1.13 o,07 Tributary Area = 44 sgft It 1.3 torp. •lona 1123 / 7Ba. / /1 1.oi Cot e.0e a 3 .1139 1.23 / JS 1.60 s.91a 3.4 -4eso 1.aa / 103 1.60 0.83 4.1 -1 t.as / to 1.40 0.34 e -e -Ino I'as / T1 1.60 0.0 0.7 7-a -ase l.as / -3t4o l.as / los as 1.60 1.60 0.22 0.17 s -e •tee0 1.as / n 1.00 0.09 K Cm2. / Trots. 1-0-01 COX 1 490 l.0 / 1460 1.28 o.as n-132 20 1.60 / a 1.13 o,07 12.132 13.14 / .2(1.60)/ u 170 1.23 I.as 0. so 0104 '14•u / 34 1./32 o': 2"6 I3•Ia I 10 11 123 145 4121 1.2a o.sa /a-IT 17•n :42(1.60)/ 42i(1.60))/ / 4101.ts 24 Las 0.111 0.0 18:19 •2(1.60)/ In 1.22 O.M 1e•ae / N 1121 0.ae ton .1(t.a/ n1.13 a.m at:n •49(1.89)/ 1437 1.23 0.23 IS CM. )/ +rtt1B. ME 13.3 fasa .1.I •t / s 91.W 0.36 ls•4 e•0t.25 / 91a91s l.as 0.43 e.0 Io.7 3 1.60 0.39 a -u a -u -1360 1.as / / u 11341.23 1.60 0.13 0.53 u s1 1.60 / 17p 1.23 0113 3:12 Go :all 1.60 / 960 91.22 sit »-190 4.18 -2390 -m4 1.00 / 1.23 / sane ua 1.11 4.So o.0 1.00 3.10 / Cao t.as o.4a e-u -nn4SS1.23 / IlaIns 1.60 1.60 11.19 :39ti:60 // U4949 i:a o:46091 8.19 / 16041.22 9.35 19.321 , .11 1.60 / 1192 t.2a o. 3 8.31 -1160 1.21 49 1.60 0113 B2 W:308 R:924 U:-45 No. C 72160 All connector plates are ALPINE Wave 20 ga., unless preceded a20 ga. `S' for Super obyy'H° for High Strength avoid overt Circled gable stud plates toDetail rlap with plates S quo=' •la bonedd as ssho%in aboveto e.. positionedtrtnutural plates.- plates 2/11/2016 I 11-0-011-0-0 1 2 3 4 r 5 t 6 7 8 9 6.00 Mt Drive-M-0360118i.00087_j00001 -6.001 Trusses require ernema care In fabricating, handl ah In , InstaNn end bracing. Refer to end follow the latest edition of SCSI Bulldln Component lea. shipping, e e ( e quo Drive 0800110 •L5 5X6 safety rely Information, by TPI and WTCA) for safety preetleaa prior to perlomdng thew functions. Installers shall provide temporary bracing per SCSI. Unless Ds Dagler: MRs 0LC = 40 R7i/PLYt 157 5X6 noted aMerw7se, top chord aha0 hew properly attached structural sheathing and bottom chord shag have a properly attached dgid ceiling. Loca2ons shown for permanent lateral restraint of webs shag have bracing Installed per SCSI sections 83, 87 or 810, as applicable. Apply plates to each face or bum and 5X6 5-10-1 3X4 P.1tion all shown above and on the Joint Detalls report unless noted otherwise. 3X4 Snow1►ar L=1.13 P=1.15 4X4 Alpine, a dMslon of RW Building Compcnerds Group Inc., shag not be responsible for any deviation from this drewing, any failure to build the truss in 4X4 COt� Nbr Sled / / Tells 5X16 5X12 16 3X6 7X,2 2- -0 3 C2.5% 0. C. spacing a- 0- 0 2.5X4120-4-1 Designer per ANSI PI t Seat . 5X6 1-0-01 2.5X4 DHFR. RATIO: L/240 TC: L/24 2.5X4 5X6 B1 W:308 R:924 t 4-0-0 t r -T1-10- 10-3-0 t r 4-0-0 t U:-45 1=10-8 I 10 11 123 145 22-0-0 16 r 178 120 21 22 B2 W:308 R:924 U:-45 No. C 72160 All connector plates are ALPINE Wave 20 ga., unless preceded a20 ga. `S' for Super obyy'H° for High Strength avoid overt Circled gable stud plates toDetail rlap with plates S quo=' •la bonedd as ssho%in aboveto e.. positionedtrtnutural plates.- plates 2/11/2016 288 - Homewood �9m ARNINGI READ AND FOLLOW ALL NOTES ON THIS DRAWING! curt: To■ Franzella "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Mt Drive-M-0360118i.00087_j00001 Trusses require ernema care In fabricating, handl ah In , InstaNn end bracing. Refer to end follow the latest edition of SCSI Bulldln Component lea. shipping, e e ( e quo Drive 0800110 •L5 safety rely Information, by TPI and WTCA) for safety preetleaa prior to perlomdng thew functions. Installers shall provide temporary bracing per SCSI. Unless Ds Dagler: MRs 0LC = 40 R7i/PLYt 157 noted aMerw7se, top chord aha0 hew properly attached structural sheathing and bottom chord shag have a properly attached dgid ceiling. Loca2ons shown for permanent lateral restraint of webs shag have bracing Installed per SCSI sections 83, 87 or 810, as applicable. Apply plates to each face or bum and TC Live. 20.50 psf LiveDu L=1.23 P=1.25 d LpO P.1tion all shown above and on the Joint Detalls report unless noted otherwise. 'TC SneM(Pf) 5.00 psf Snow1►ar L=1.13 P=1.15 Alpine, a dMslon of RW Building Compcnerds Group Inc., shag not be responsible for any deviation from this drewing, any failure to build the truss in 'TC Dead 14.00 of P COt� Nbr Sled / / Tells AN RW COMPANY conformance wf h ANSVTPI 1, or for handling, shfpping; Installation 3 bracing oftrueses. A sent on this drow/ng or cover page listing this drawing, Indicates acceptance of professional engineering responsibility K Live 0.00 Paf 1.15 / 1.10 / 1.10 tem N. Greer SW Pkwy. Grand Penh, 7X ?naso solely for the design shown. The suitability and use of this drawing for any structure /s the responsibility of the Building K Dead 0.50 per 0. C. spacing a- 0- 0 Designer per ANSI PI t Seat . PjilSPLIIS 6.0 VBR t T6.5.20 For more Information nee this job's general notes page and these web ettes: ALPINE: • TPI: • WTCA • ICC: ,r , Code: CYC -2015 jld8 DHFR. RATIO: L/240 TC: L/24 IN Job Name: Franzella Gvt53"House Truss ID: A03 QE Cast: Tom Franzella XV **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR t DrivejIL-0300116_MM7J00001 BRO I -lac MCI SM REQ'8 1 0. 1-12 low a.50'r l.sa" TC 2x4 on al a str. BC Ila On Al a it, Desi�e� per ANSI/7F1 1-2007 F■hrilatian arLzpr BRAcrmat° r 2 21-10- a 10°2 2.90" 1.50n NAI DBFLRCTION (ssppaata) r BA 2a4 on STANDARD Rev (tree! tactor) 2.00 T°1er■ece - 29.0% leuriego deslgnN fir an FcFerp vsIse of the lesur ofthe tress fiord lo>ber wlae or CSC Bim Nae -pied Sapplrt -110 lb 2 110 lb L/200 JDDI B-0 (6 ) LC 3R Refer to ]slot QC Detail Shasta for RLS tar all bears �• This tress la dealped the L= .0.07" Do .0.17" T= -0.211 � tatters and Rotational Tolerances. IBC/IRC tress plate values see based co tions ASC87-10 Bind Specification �.fa lactim -m I eN! o e o• o- o Leaded tar 10 FSF sot -concurrent SCLL. FLATINO BASED ON GREEN LUIORR VALUES. testinegg sad approval as required by IDC 1788 :1 !3C Bldg RaClesed = Yee, a 0- o- e 7 s- a e A seal on this drawing or cover page listing this drawing, Indicates.■eceptance of professional engineering responsibility solely for the design shown. The suhab/llty and use of M/s drawing for any structure is the responslb/!fry of the Bulld/ng and ANSI/TFI and are reported in Truss Location = Not Red Ione 0 Not deaf�1e/ for attic storageunless aceg°ry 22.00 e - o- e ° ° ° noother■Ise. Bhp ft, Bldg�th - 30.00 ft a1Tra1 IIOILter ALPINg: ; tar: w _ •ICC: Bldg Cadet CRC -2013 Reaans height = 12.02 tt, ■ 110 . 1 a �mri l.an i sC8a1a 1070 e.aa i 7 nfl-.11111 0 caeegery IT, Dead = 13.2 f Dea a° RSL 9Ind Force Rosi■=ts� Systn Lw 9-0 -w1 1.85 / t070 s.as -else and Components and Claddlsg Trips Area-- 44 ft Tributary M 6-3 -Id71 1.as / a1 o.a1 IN: Car. (a°3l/ 7®. cel a-7 •as 1.8D / 1169 1.as 0.20 7-s / 901 9-9-aapso)/ 1160 l.as l.ae 0.11 o.se III camp -. 8.7 300r-1:11.113 3-7 lae " 7 / 671 Hot l.ts eel 9.10 1.9 •18 / 672 1.25 0.19 6-8 -280 / ea 1.20 o.e9 t- - 11-0-0 11-0-0 1 2 3 4 5 6.00 -6.0 5X6 B1 B2 W:308 W:308 R:1092 R:1092 U:-110 U:-110 - - t 22-0-0 6-9-15 SHIP 2 0-41 T. rAI y-� J No. C 72160 CIVIL. P grFOF CALUAlf iD All connector plates are ALPINE Wave 20 ga., unless preceded by "M for High Strenates andOtfha20 a 'S- for Super Stremare polh 18 go. tionedd as shown abovre to e. positioned gable stud plates tooint lavoid Report. awithtstructural plates. pyres 2/11/2016 288 - Homewood s WARNI G/ *READ AND FOLLOW ALL NOTES ON THIS DRAW/NGI Cast: Tom Franzella XV **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR t DrivejIL-0300116_MM7J00001 ^ require extreme cam in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI Suilding Componard WO: Dr1vejL0300116_L000 My Say Information, by TPI and WfCA) for satisfy practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless Dsgw: us t3LC = 40 WI/PLY: 12 v VTrusses n, noted �Merwlee, top chortl shell have properly attached structural shesthing and bottom chord shall have a property attached dgld caging. Locations shown TC Live 20.00 paf LiveDur L -1.2s P=1.25 . f1 r =1� 11 f11� lateral restraint of webs Shan haw bmcing Installed per SCSI sections 83, 87 or 810, as applicable. Apply plates to each face of truss and "Alpine, Q IILII�IILI�--)�I IIUI1�\\\v111111L�r-.� position as shown above and on the Joint Details repoR unless noted othervAse. Alpine, a dMsion of rTW BuIMing Components Group Inc., shell not be responsible ler any deviation from this drawing, any failure to build the buss in TC Snalg(Pf) 0.00 psf SnewDur L=1.1$ P=1. Is AN ITW COMPANY conformance with ANSVTPI 1, of for handling, shipping, installation 8 bracing of trusses. TC Dead 14.00 paf Rep Nbr Bad / Coop / Teas taw N. Gear SwP1wy. mend Prahle, TX f10se A seal on this drawing or cover page listing this drawing, Indicates.■eceptance of professional engineering responsibility solely for the design shown. The suhab/llty and use of M/s drawing for any structure is the responslb/!fry of the Bulld/ng K Live 0.00 paf 1.15 / 1.10 / 1.10 . DeslgnerperANSYMI l Sec.2 K Dees g.00 paf 0. C. Spacing a- 0- 0 TRiJSPLDS 8.0 V13E: 2`8. $ . 2D For more informsticn see this lob's general notes page end these web ewes: ALPINg: ; tar: w _ •ICC: Bldg Cadet CRC -2013 DM !42`10• L/240 TC: L/244 f 1 3 Job Name: Franzella Gue,01 House Truss ID: A01 G Qty: 2 on jr-Loc Durr Sly nQ'D TC aaa on 41 a stn. sesioeA ecr ANsl/TPI 1 -near Dnsrr aEAcrloN�s) , 1 0. 7- a ale 1a.sa" 1.s0" sC zea WPL 41 a acts W.►r oris. T.leraace = ze.6s g.eea'c CaC W d Nan -aid a a- s- 0 277 a.ee^ 1.8e^ Ds SLmm za4 en +1 a stn. Beari.g. ae.ie.ea tar a Pehra vaine .f the 1 -22 I► 3 4- 4. 0 234 a.a9" 1.301' Wm 234 en grANDAm I..ser of the trans eMrd 1 r Valeo or a Ill ih 4 3• s- 0 241 3.so" 1.56" Dor faster) 8.00 fila for ■I1 hearings. a -8 Ile 3 1- e• 0 25, 3.36" 1'59" (�P nC/ trwas elate valves are based on serer to Joint QC Detau Sheetsfar 4 .10 I► 6 8. 4- 0 263 3.30" L.SO" testiag and a I as ire& by IDC 1703 ftictors mad Rotational Tolerances. S •10 1► 7 8. 8. 0 108 3.59" 1.5:11 ani AWSI/TPL d are ca is 8.1118. Laded far 16 PSD 4-cesenrvent SCLL. 8 •11 Ib • 10. 3- 0 213 3.89" s 11• e- c 17 l.So" 1.ee� Install interior 0102(3) before erection. Mark all isterier hearing locations. 7 -7 lh 3.So" 10 11• s• a a1s 3. So" 1.63 Building A pern'a�l verity gable load. iosdm it applicable. Farseeing: ►raelog I.reqa ird to t nbtlna/taeeling. See 8 -8 1► 10 8 Ir 11 1a- a• o lag 3.301' 1.x01' 1.3e^ and cave + gable rraei ired 9 42^ intervals, die perea GI ad A"MisI 1. 11 -7 lh 1a 1a- a• o nes 3.se^ 13 la- 0. 0 281 3.56" 1.60" e�saed to ad .colica c. race. Pu7E(s sasm oN sun( Lumen VALUES. la n u 14 19- a• O 231 9.39" I. ss" gee 1tg 16 Cable gracing Details, sol myrAL nAcrLON(S) t 1s -10 1► 13 17• g• 0 824 3.Se" 1.30^ Not des for mttic storage msless agesrt 1 147 Ib 14 -10 1h le 16- 6- 0 877 9.60" 1.80" .= anted • Ise. aseeart E 138 1► la •8 lb 17 X. 4.12 Role 14.63 1.80" sRNrt IB -138 1► le •IE Its DAL DEELBCTIDN (s f L/8" IN 8-9 (LIVE) LC 4Z 17 147 I► This iewsa is iesiaed nlq the 17 -22 lb L. 0.08" D= 0.90" T= 0.00" ASCIT-10 Wind Seeciticatin 'truss designed to snpport 1-6.0 top chard ontloohers J■f■c trac11m �� Bldg "chart = Yes, iraa Locatloa =Nat Rod Rohe and cladding loss at is 4t>ceeed 10 PSP one Face, e s.11 i is s- a-0 Categnry = C and 24" span opposite face. Top chord shy he notched s 4. 4• • >ro 4• .• s al e- 0- • B1 22.00 ft, Bldg Witch = 30.00 ft 1.5 deep n 3.5' at 48" o/c aloft top edge DO NOT OVER CUT No hurts laher defects 4 S• is . S 7- o• o as 7• o• o Wa awf height 018. e2 ft..ah = 110 Bees facegaa�y II, Dead tad 13.2 f or other allowed 12" Do to hat 6 a- 4- o a3 a• 4- • = i i te Besi�u W o id Peace Roaiati� System within or notches. at notch over or heal 7 s- S. . E4 s- o- o a 110• s- s as io- s- o Low-rise and Components and Cladding panel. 111. 0- o 2281 1102. 0- o Trl►atary Area = 94 sqft 110 1111. 0- a ay 1111- e• • 11. 1102- 4• a W 113. 4- e It tie• 0. 0 ae 113- a- e is is. e. a as is. e• o 14 Is. 4.0 311 a-ao 110 v- a• o 117- 0• • >a 11-0-0 11-0-0 ii _ -_e _i _ �L_01 i- i , 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 -3111 (IoW)% I=.(saa) 0261 020 02.se 0.os ova 41.33 e.W s i.a3 0.01 r i.aa 3.03 290 I. 1.0 IT o." ae 1.0 0.04 z. 1.0 ova a7 IoW 0.03 80 1.W .go 7 .z3 0.0r 0 1 1.83 0.03 4 1.83 0.02 16(1.0) o 93 tab 1110 t.as 0.03 ova 6.011 0.01 a.a ova 0.0 0.00 U, 0.0 ova e.ot o..05 1 0 isB(i.aa) o.W I=.(aaa.) CH 0.W 0.03 o.w o.ee ■.M o.0 ova 6.N e.oa 0.so O.N 6.00 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 7-0 1.5X3 1.0AaI.0A0 T.OAJ 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 4X4 1.5X3 1.5X3 2.5X4 22-0-0 18 19 20 21 22 23 2425262728 29 30 31 32 33 34 TYPICAL PLATE: 2X4 OVER CONTINUOUS SUPPORT Ali connector plates am ALPINE Wave 20 ga., unless S ngth 118 ga. Platesshown are above. positioned ole R gable a h,d inttDDtmpreceded s to p rf. Govereed platen swith and) a emhametrength 20 ga., 6plates aper T. No. C 72160 Z88 - gamma age **WARNING!** READ AND FOLLOWALL NOTES ON THIS DRAWINGI coat: Toa Praazella **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DU: DriveJIL0300116-LAO067-J00001 Trusses require airframe caro In f ibrleatirq, handling, shipping, butelft and bracing. Refar to and follow the latest edition of SCSI (BuOding Component BO: DriveJIL0300116_1.000 6etery Information, by TPI and WTCA) for safety practices prior to performing Nese functions. Installers shall provide temporary basing per SCSI. Unless Dater: M6LC = 48 Wl'/PLY: Yell TV _ IU^\\VVI 11 ��� rt noted othenvhe, top chord shell have property attached structural sheathing and bottom chord shell have a property attached rigid callIng. Locations shown far pemur rat lateral rosbelm of vrobs shag have bracing Installed per SCSI section B3, B7 or B10, as applicable. Appy place b each face of buss and poeglon oe drown above and on the hint Danish report unless noted ogrorwlse. TC Live E0.00 par TC Saw(Pf) 0.00 par LiveDar L=1.25 P=1. Y.5 Snw~ L=1.15 P=1.13 Alpine• a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing, a" fellure to build the truss In TC Dead 14.00 r pa Leap a Khr gad / / Te AN ITWCOMPANY ees. conformance wtih ANSMVI 1, or for handling, shlppN . Installation 3 bracing of hunts. A seal on this drawing or cover page l/s7/ng this drewfng, Indicates acceptance of professlonef englneednp responsibility K Live 0.00 par 1.00 / 1.00 / 1.00 "To N. Gtir Siviagi GnrM PrraN, rX Isom solely for the deafen shown. The suitability and use of this drawing for any structure Is the responsibility of the Building K Dead 8.00 par 0. C. Spacing a- 0- 0 Designer per ANSVIPII S*%2 TRUSPLUS 6.0 VER: !0.5.20 For more Information Cee Iib Job's general notes page and theca web attest gLPINE TPI: 'wrcn ICC: ilia Cwtes CIC -2013 DEn UTIO: L/240 We L/2 383 Rio Lindo Ave, Chico, CA 95926 p. (530) 592-4407 www.summitchico.com 'tructural Calculations Far: C lient: Tom Franzella Project: FranzellaCsj House • �e Address: 4156 Spyglass Road, Chico, CA Paye'�i� APR 2 6 2016 o C 8 �� BUTTE COUNTY DDS SUIt.C�I� ^ PLLA.tLNG EXP. OIL civil 4'A OF CALlFO� BUTTE COUNTY DEVELOPMENT SERVICES "!* vCOM I NCE DATE SY-- Note: Summit Structural Design (SSD) is not responsible for on�•site inspection to assure. compliance with the standards, sizes, materials, or workmanship specified herein. SSD is not responsible for any structural element or system not 70ecifically noted in this set of specifications/calculations unless authorized in writing by SSD. Workmanship shall be of the highest quality and in all cases'shall follow accepted construction practice; thO latest edition of the California Building Code, and. local-building.,departrnent stan,dords. SummitStruci:ural Design P11OJECT: 1=ranzeIIaCuZtHouse STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL: CONFORM TO THE 2013 CBC AND ALL APPLICABLE_ LOCAL CODES. B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST, BUILDING DEPARTMENT APPROVED, STRUCTURAL DRAWINGS. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE'CONTRACTOR IS.RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL. MEASURES NEC,ESSARYTO PROTECTTHE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING,: SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCUI.AI'IONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BYTHE CONTRACTOR, AND -ANY DISCREPANCIES MUST BE BROUGHTTO THE ATTENTION OF THE.ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIOII.ITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1,500 PSF PER CBC TABLE 1804.2. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR.EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF 1'HE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLIKE. E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE -SCALED FROM PLAN OR DETAIL DRAWINGS: H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES, AND SHALL BE COMPACTED A`MINIMUM OF 90%. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS, SLOPE PIPE TO DRAIN TO DAYLIGHT. J) FOR FOOTINGS PLACED ON OR ADJACENTTO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF THE 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS THAT ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT.. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL. BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G, WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. 1, Summit Structural Design PROJECT:I:ranz:eIla }louse G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 16'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. I) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED.TO SOIL: 3" CONCRETE WITH SOIL.OR WEATHER EXPOSURE: #5 BARS .AND SMALLER: 1 %:" #6 BARS.AND LARGER: 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A61S U.N.O. LAP BOTTOM BARS 60 BAR DIAMETERS U.N.0. AND LAP TOP BARS, PLACED ABOVE 12" OF CONCRETE OR MORE, 80 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE. ACCURATELY LOCATED AND ADEQUATELY. SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: A" APA RATED 32/16 EXPOSURE 1,.STRUCTURAL SHEATHING WITH FACT: GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 8d AT 6" O.C. EDGE, 12" O.C. FIELD U.N.O. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 2. FLOOR SHEATHING: W' APA RATED 48/24 WITH FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH :10d AT 6" O.C. EDGE 10" O.0 FIELD, GLUE AND NAIL TO ALL SUPPORTS. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER; 3. WALL SHEATHING: SEE PLANS 4. ANY SHEATHING WITH EXTERIOR EXPOSURE SHALL BE OF EXTERIOR TYPE. B.) GLUE. -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. FLASHING AND WATERPROOFING OF EXPOSED ENDS SHALL BE PROVIDED BY THE CONTRACTOR TO, PREVENT DECAY. GLUED LAMINATED FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATOR'S. SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1 ANDASTM D 3737. BEAM INSPECTION CERTIFICATES.SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1.704.2. C.) MICRO-LAM5: MICRO -LAMS (LAMINATED VENEER LUNIBER).SHALL HAVE FB = 3100 PSI & FV =285 PSI MIN,, AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 C2.) PARALAMS: PSL'S (PARALLEL STRAND LUMBER) SHALL HAVE FB = 2900 PSI & FV= 290 PSI MIN., AND SHALL 131= MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X .229" THICK PLATE WASHERS LOCATED AT 6`-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. AT SHEAR WALL LOCATIONS, SILLS SHALL BE 3X MATERIAL UNO PER PIANS AND DETAILS. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O`. 3. 2X.AND 3X RAFTERS SHALL BE DF -L #2 U.N.C. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. S. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FREE 01: HEART CENTERS (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE HOT DIPPED GALVANIZED. G.) BOLTS AND LAG.SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. ANDPROVIDED NEW AND WITHOUT EXCESSIVE RUST. BOLTS EXPOSED TO WEATHER SHALL BE GALVANIZED. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED'FASTENERS I:) ALL METAL FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED Bl' THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO WOOD, 1.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE: MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 LVL RIM A,r ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). Summit Structural Design PROJECT:Pran2:eila.G oijse 6-2 GENERAL FRAMING A.). MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013'CBCTABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS; LARGER MEMBERS MAY BE SUBSTITUTED AT CO.NTRACTOR'S.OPTION . C.) SHRINKAGE: CARE SHALL BE TAKEN TO. ALLOW FOR EFFECTS OF SHRINKAGE, WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X.JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N:O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT 13E SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED T.O: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN,. FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE.SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS. SPANNING GREATER THAN 10'-0" 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMER S.IN LOWER LEVELS WITH. EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR,SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED; THE LOAD IS TO BE TRANSFERRED_ TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. .6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U,N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0", C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK-BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT. D.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE' NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. E.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED, -FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL. STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. F.) SEE NOTE 6-1 D. FOR SILL AND ANCHOR BOLT SPECIFICATIONS. G.) WALL FRAMING RECEIVING NAILING AT 3" O.C. OR LESS SHALL BE 3X NOMINAL. UNO PER; PLANS.AND DETAILS. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. E.) FASTENERS IN PRESERVATIVE OR FIRE RETARDANT TREATE=D WOOD SHALL BE HOT DIPPED GALVANIZED. 8-1 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BYTHE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE.PROVIDED TO THE ENGINEER OF RECORD PRIOR TO SUBMITTAL FOR PERMIT AND PRIOR TO TRUSS FABRICATION. C) TRUSS DESIGN LOADS: Summit Structural Design P,12OJECT:l=ranzellaGva,'� H-oijse TOP CHORD LIVE LOAD 20 PSF REDUCIBLE TOP CHORD DEAD LOAD 8 PSI: BO'rFOM CHORD DEAD LOAD 10 PSF TOTAL I.OAD 38. PSF UPLIFT LOAD AS REQUIRED BY THE2013 CB.C' D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED.BY'THE TRUSS FABRICATOR: E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN. LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 9. DESIGN LOADS A) ALL DESIGN LOADS ARE PER CBC CHAPTER 16; DIVISION -5 I, II, III, AND. IV U.N.O. B) ROOF LIVE LOAD: 20 PSF REDUCIBLE C) SEISMIC ZONE: D D) WIND SPEED: 110 MPH EXP C Summit Structural Design "Project: Franzella & House Engineer: RKB Design of : Gravity Loads Roof Slope= 6 to 12 Roof Dead Load Ply. 2.0 psf Roofing 3.4 .psf Framing •5..0 .psf .Gyp 2.2 psf lhSUI 1.0. psf Misc. .3.5. psf_ Total (sloped) 17.1 psf Total.(horiz) 18..0 psf Roof Live Load Roof Live Load 20.0 psf Wafl Dead Load Siding 10.5 psf (exterior) 3/8 Ply. 18 psf 2x Framing 2,2 psf GYP• 2.2, psf Insul. 1..3 psf Total -- 18..0 psf Wall Dead.Load 2x4 Framing.@ 16" ox. T.6 psf (interior) Gyp. 2 sides 4:,,.4.psf — f Total :6; 0 Of t ummit Structural De's'ign Project: Franzella House Engineer: RKB Design of : Seismic Mass and Seismic Load Development Area (ft') Weight (Ibs) Roof 922 16626 Roof Snow (20%) 0 0 Height (ft) Length (ft) Weight (lbs) Walls(ext). 8' 132 9504. Walls:( int) 8 25 600 Shear (Ibs) Total, 729 849 A I 447 765 1,00 765 B , 475 813 1.00 813 ,, Total 26730 Roof Area (W) Floor Area (ft2) Ultimate Working Stress 922 0 2210 1578 Roof Trib Line Shear (Ibs) Wall Linea _Area (ft) Working Stress rho 1 426- 729 1.00 2 496 849 1.00 Shear (Ibs) Total, 729 849 A I 447 765 1,00 765 B , 475 813 1.00 813 �+U 1°rGU10., r f� ;^ p �" ' } ,E� = •..� gesign.Maps Summary Deport " �. i .� MUMS s►kin N1aps�aummarY Reporit User-Speie'ifi�d Impul't ,. j Building Gmiie Reference Document 2012 InaernationalB,.u.ilding Code (which utilizes USGSA)gzard-datb available in 7008) Ji `pit; Coordin'ates 39':8°N, 121`859V ; '-"Site,S tl`Mssification Site..ClaSs D -"'Stiff Soil" w Category I/11%ThI . ,va ,� •' 'tj cxL`�Sszr?N•'�'•Itnn—x•rI�:E,r!'k-aq 'w,� irk',. 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Fly } `.a. -!.yr 9i Y* �r�. }j? r L.,.• .k eH Sr{.F. t� rFre2 .S ” •'n ki'y F a?tN.s§!4>,:s:.isF'i��::s"ui!::rus:.•-i,s!e:-�i2:!'19a..i'+ri-.:-�c`�rIEG;.a"+'+t' :niz�437r`c'L`'', US,GS-Provided: ®rlitput ' Ss - 0 617'.9 S►,5'-= q.806 g M` Sps = O' SL37 S1 �`0 276g 4 SM1 = 0.5:10 'g. `So1 0.340 g G j. • s 6 ^ w For information on h'ow .the SS and:S1 values above have been. calculated frorn ,Orbbabilistit isk-ta(get:E.d} and: t •d 9 ' p, , p pp on: anal eterminrstic round mations !n the•di,rectron of'maxim�um h;o,rizontal res once "Leas-eireturn to ahe a.. licatie select the "2009 NEHRP" building code. reference document.; "F MCE:R'Response Spectrum � D.esing n Response Spectrurn s 0.50 - s xy �• 0.31 0,72 0 48,' n s 0;G3 O.s4 r 0 36. t C•8r. 0.18 0.1 ' a c �; • • :O.UO0:00 0.00 ,0.20 0.40, O.GO 0^817. 1.00 1.20 1.40 1.G0. 1 80 2:00. t 0.00 0.21 0_,40 0:60 0.90 1.00. 1,20-1.40, a.CO " Period, T'('sec?- + 'Period. ^ - . z if fsec) A-ithough this informat€on is a'product ofthe:U.S Genl'o'grcal,Sugvet��; we provide no warranty:, expressed or mpl€ed, as to theM accuracy ofthe.`data coi taihed therein. This tool rs not;a substitute for.'tPchniezl subject matter knowhedge".• �' `` httpllehp2-eartligyakewr.Lsgs.gov/dbsignmaps/us/summarv..pli emplate=minimal&latitude-39:8&longitude=-127 898siteciass=3&riskcateQory 08;edition=i.,. 111 i Summit Structural C)E'Sign Project: Franzella stHouse Engineer: RKB Design of : Seismic Load Development (ASCE 7-1.0) � Seismic Design Category U Ss 0.617 Mapped 0.2.sec spectral response Occupancy 2 S1 0.276 Mapped 1 sec spectral response 1 1 Site Class D o; In accordance with Ch 20. TL 113 SMS ' 0.806. Max Considered EQ SM1 0,510 Max Considered EQ SDS 0.537 Design Spectral Response (0.2.Sec) SD1. 0.340 Design Spectral Response (1.0 Sec) ..... _._. __.. _.___.__. System Light, Framed Shear Walls .- R 6.5 Omega 3 Cd 4 Ht Limit 65 Cs 0.08 12.8-2 Max:Cs 0.55 Min. Cs Q.02 ('.;01 outside of SJ) Ct 0:02 X. 0.75 Ta 0.10 Cu 1.4 MaxT 0:13 No limit for drift Use T 0,10 Alt Ss 0.617 V= 0,083 *W Height to Roof (hn) = 8 •ft V= 2.2 k Vert Dist Exp. (k) 1 ­ Level Story hlt. (ft) hi (ft)r wi (kips) (wi*hi) (kip -ft) Gvx Veq (kij)s) 5 VEQ (kips) r ROOF 8 8 27 214 1:00 :iaph(ps) 26.7, 2"1 4 � 2' 2 2-�_---3 ^� Summit Structural, Design D Project: . Fra,nzella & +House Engineer: RKB Design of M\AIFRS-E'hvelor)e Procedure (ASCE 7-10. Section 28.'611 Conditions: C 1. Simple Diaphragm _E) CASE 8 2. Low-rise 3. Enclosed. 4: Regular Shaped 5. NotrFlexible 6. Not. Subject to: CA S I- A a) across wind loading b) vortex -shedding c) instability (gallup/flutter) d channeling effect e) buffeting (Upwind obstructions) 7. Approx. Symetrical Cross Section �f�� SCD r'� With Flat, Gable, or Hip Roof <_, 45* 8. Exempt From Torsional Load Cases "ASE A Indicated in Note 5 of Fig. 28.11-3., or the Torsional Load Cases do not Control theiDesign: (1) story and h:530 ft; or CASE OE; ILI, (2) story max and light framed or (2) story max and flex. diaphragm L= 36 Long. Bldg. Dim. (ft) 2aL�= 6. T= 30 Transv, Bldg. Dim. (ft) 2aT= (LO, ft. V= 11.0 Basic Wind Speed (110 or 1.15 mph) LC.F= 0,60 Load Combination Factor 1.21 Adjustment Factor Kzt= 1,00 Topographic Factor Adjustment Factor'for Eildg Height and h=. 12 Mean Roof Height (ft) Exposure, 25 Closest Roof Angle Mean Roof Exr ure (5*,100,150,20*,25*,or 300) Ht. (ft) B I C D MWFRS Wi rid Loads (psf), ps=LCF*A*Kzt*ps30 15 1.00 1.21 1.47 Location ps, 0=0 ps, 0=25 Min. Net Ovhg. 20 1-00 1.29 1.55 A-1101-7-.5 9.6 25 -10- 1.00 -Tgo -1-.39-- 1.40- E. E.6 -1�--i -10 4.8 C-110 SIT 12.6 .9.6_1 35 -0 _5 -175-- 376 IT -110 2 .9 4.8 40 1.09 149 1.74 E-110 -16.8- _7:8 -14A 415 1.12 1.53 1.78 F-110 -9.5 -10.6 50 1.16 1.5� "83. G-110 -11.6 -5.6 -12.3 55 1-.19-1.59 -8-5 60 _1_ .22 �.621__ 1.62 IA, Summit Structural Design Project: FranzellaGu HOL.Jse Engineer: RKB Design of C -+-C- nvelope Procedure (ASCE 7-10, Section 30.5)_ 0� Conditions: �- n , ,y 1. Mean Roof Heights 60 ft. _--_ �D( 22. Enclosed j °�? 3.. Regular Shaped _-- ®C�) ; (4 CD�/' 4. Not Subject,to: y r' --- `�. a) across wind loading 01 b) vortex shedding HIF' ROOF (7-< e,'25') _HIP ROOF (25':0---- � c) instability (gpilup/elutter) _-- d) channeling effect _ at" e) buffeting (upwind obstructions) - .000 5. Flat Roof or;Gable Roof 5 45°, INA"or Hip Roof 5 27' ®) (4��)Adjustment Factor for Bldg �. �/ Height and Exposure, A p��;� r .n o,li .� can Exp Roof Ht. --- ure �---�---- FLAT ROOF and GAB LE ROOF(7'<0�5� G At3LFROOF _o• -T L= 36 Long. Bldg. Dim. (ft) T= 30 Transv. Bldg. Dim. (ft) a (ft) = 3.0 V= 110 Basic Wind Speed (110 or 115 mph) LCF= 0.6 Load Combination Factor A= 1.2.1 Adjustment Factor KZt= 1 Topographic Factor h= 12 Mean Roof Height (ft) RAN= 2 Roof Angle Number (1=0'-7°, 2=:8'-270, 3-2.80-450) ft 0 v v 15 1..00 1.21 '1 7 20 1.00 1.29 '1.55 25 1.00 1:35 '1.61 30 1.00 '1.66 35 _1.40 1.05 1.70 40 _1.45 1.09 1.74 45 _1.49 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.1.9 1.59 1.84 60 1.22 1.62 C+C Wind Loads (psf), pnet=LCF*A*KZt*Pnet30 _11_.87 Loc. Zone EWA pnet Ovhg. / ft2 + - _ 11 Loc. Zone EWA ft2, _ + pnet --- _ _- O 1 1.6 -14.4 4_ 0: 1-5 -1%.1 _10 1.6 -147- 4 2 Q •-16.4 1 _ 50 11.6 -13.5 _15. 4 5C 14.2 •-15.5 1 100 11.6' 1 -13.1 4 100 13.4 •-14.8 2 10 11.6 1 -25.2 -29.5 4 500 11.8 -13.1 _2 _ 20 11.6 -23.2 -29.5 0: --ITT�Ti 7 2 5 6 -20.5 - 5 '10 5 0; 15. 71J.7 2 1 .6 _-_8.5 - � 50 14.2 -1-TT-9 3 10 11.6 -37.2 -49.6 5 100 13.4 --16.4 3 20 11.6 -34.8 -44.7 5 1 500 11.8 1 • 13.1 333.6 ij 2•� C3 Y - � o `f, Z Summit Structural Design p�,.;.4 Project: Franell4i;C�sfHouse v . Engineer: RKB Design of : Winch Loads A B C: D _ End.Zone End Zone Int. Zone Int -Zone, Line Min, Net: Wall Line Wall Area Roof Are Zll Area Roof A r a Shear (lbs) Shear (lbs)) Control 1 24 39 47 39 1237 1056 1237 2 24 •� 21 72 `' 72 1598 1368 1598 A 24 18 75 1418 1037 1418 B 36 68 3489 998 1489 333.6 ij 2•� C3 Y - � o `f, Z � (i. � ('��� - 5.92 t • 0 C e.� La rn M it St r u c1. -,ural C� E�: i n :Projeect, Fr'anzella. House Engineer: RKB Design of : Lateral Force Summary Wind Seismic Wall Line Shear (Ibs) Shear (Ibs) Control 1 1237 729 Wind 2 1598 849 Wind A 1418 765 Wind 13 1489 813, Wind Summit Struc.tural Design Project: FranzellaC^ii''c�House Engineer: RKB Design of: Shear Walls Panel Thickness 189 3/8 imR 1.6 26:1 Panel Orientation 1.6 short Dimension Across Studs 0-1 Nail Type(�8d. 1.6 I,.,.�. 1.6 Anchor Bold Diam. 11/2 515 Stud Spacing (No,Ply E. N.) x, 16 in o.c. Spec. Grav Of Framing 32.1 0.5 6 23.8 FndSill Plate Grade _ DF -L 21.9 inches AB in 2X Sill 17.0. inches 620 lbs 13,0 AB in 3X sill 6 11,0 730 lbs 6 Sill Plate/Rim Anchorage, inches 6 6.5 inches Nail' Embed Index•#/ Nail Length (in) Diam. (in) (In) 1 12d 3.25 0.135 1.75 2 J.6d 3.5 0.148 2.00 3 20d 4 0.177 2.50 4 30d 4.5 0.192 3.00 5 1/4" SDS 3.5 0.25 2.00 6 A35 7 A34 Shear Wail SW PIate,Fastening Edge Nail (in) Load (lbs) Fastener # Spacing 6 260 1 7.6 inches 4' 350 1 5:7 inches 4, Note 1 380 1 5.2 inches 3, Note 1 490 1 4.0 inches 2, Note'l 640 1 3.1 inches 44; Note 1 760 3 4.1 inches 33, Note1 980 3 3.2 inches 22, Note 1 1280 3 2.4 inches. 1. Use 3X framing at adjacent panel edges and stagger nailing Cd Load 1.6 189 1.6 26:1 1.6 272 1.6 544 1.6 69`i 1.6 515 SW Rim Fastening (No,Ply E. N.) Fastener# Spacing 6 32.1 inches 6 23.8 Inches 6 21.9 inches 6 17.0. inches 6 13,0 inches 6 11,0 ,inches 6 8.5 inches 6 6.5 inches AB Spacing (ft) 7.X Sill 3X Sill 3.82 4.49 2.83 :3.34 1:31 .3.07 1.01 2.38 NG :1:83 NG1.54 NG 1;19 NG 0:91 Y Summit Structural Design Project: _Franzel166+!erHouse EnglneerrRKB 'Design of-: Shear Wall Framing Total -- Resistive, Segment Segment Lateral Wall Overall Resistive Aspect Gravity 01' OT Righting Net Wall Load Length Load Edge Nail Length Length Ratio Load Height Moment Moment M/D Line (ibs) (ft) (plf) (in) (ft) (ft) Factor (Ib/ft) (ft) (ft -Ib) (ft lb) (Ib) -r 1-w 1237 8.00 155 6" 8.00 8.00 1.60. 150 .8 9899 4800 877 i -eq 729. 8.00 91 6" 8.00 8:00 1.00. 150 8 5834 4800 369 2-w 1598 6.50 246 6" 3.00 3:00 1.06 150 8 5900 675 1832 2 -eq 849 6.50 132 6" 3.00 3.00 0.75 150 8 3135 675 910 A -w 1418 8.00 117 6" 8.00 8.00 1.00 200 8 11347 6400 938 A=eq 765 .8.00 96 6" 8.00 8.00 1.00 200 8 6122 6400 285 B -w 1489 .8.00 186 6" 4.00 4.00 1.00 200 8 5956 1600 1249 8 -eq 813 8.00 102 6" 4.00 4.00 1.00 200 8 3253 1600 573 ..summit Structural DeSign Project: Franzella_j�;u�fy House Engine'er'RKB Design of Lateral Drags Lateral Overall Shear per Length to Drag Drag Wall Load Length Foot be. dragged Load Type Line (lbs) (ft) (Plf) (ft) (lbs) if applicable I -w 1.237 - 30..0 1 -eq 948 30'o0 2-w 3.598 30.0 2 -eq 1104 30.0 A -w 3.418 .A -eq 995 B -w 3.4-89 B -eq 1,057 36.0 36.0 36.0 36.0 41.,.2 316 531.3 36.8 39.4 27.6 41.4 29.4 11.0. 454 11.0 348 A 7.0 373 A 7.0 258 A 21.0. $27 A 21.0 580 A 6.0 248 A 6.0 176 A Summit Structural Design Project: Franzella House Engineer: RKB Design of: Fouridations Allowable Soil Bearing: 1500 psf Concrete Compressive Strength: 2500 psi Concrete Stem Wall (Non -Retaining): 6" wide .with (1) #4 continuous at top and .bottom of W611 and #4 at: 18" o.c. full height. Provide #4 at 18" ox: -vertical developedby hook into footing, U.N.O.. Continuous footings: Width (in) Think. (in) Cap (p;lf) Reinforcing 12 12 1500 (1) A cont. 15 12 1875 (2) #4 cont. 18 12 2250 (3) #4 cont., 24 12 3000 (3) #4 cont. 30 12 3750 (4) #4 cont. Spread Footings: Note:'Bottom of each footing shall be at least 12"below finished grade or as per local requirements., In 1� Reinforcing Cap. Label Size- Thick. (in) Each Way Kips F1 1'-0" Sq. 12 (1) #4 1.5 F1.5 1'=6" Sq. 12 (2) #4 3:375 F2 2'-0" Sq. 12 (3) #4 6 F2.5 2'-6" Sq, 12 (4) #4 9.3.75 F3 3'-0" Sq. 12 (4) #4 13.5. F3.5 3'-6" Sq. 12 (5) #,4. 18375 F4 4'-0." Sq, 12 (5) #4 24 F4.5 4'-6" Sq. 12 (6) #4 30:375 F5 5'-0" Sq. 12 (7) #4 37.5 F5.5 5'-6" Sq. 12 (5) #5 45375 F6 6'-0" Sq. 18 (8) #5 54 F6.5 *6'-6" Sq. 18 (9) #5 63.375 Note:'Bottom of each footing shall be at least 12"below finished grade or as per local requirements., In 1� i) F�ppp COMPANY PROJECT iI Summit Structural Design t' ,�, o o WO r k s © Feb. 16, 2016 12:54 SOFnvnRrrou'WOOD DESIGN Typical Stud Design Check Calculation Sheet Wood Works Sizer 10.1 Loads Load Type Distribution Pat- tern Location ('ft) 'Start End P,,agnitude Start End Unit " Loadl 0eaJ-- Axial UDL (Ecc. 7 0.00") .300 plf Load2 wind C&C Axial. UDL (ECC. - 0.06") 220 . plf d,oad3 Roof constr. Axial UDL (Ecc. = 0.0011) 220 plf Load4 :find C&C Full Area 145 3"2.;80 (16.0).- psf self -weight Dead Aziel UDL fcp_�- 7 ' if Lateral Reactions (lbs): 7'-7:5" Unfactored: Dead wind Roof live. '--- -- -• - 167 is; Factored: L ->R ---- ---L->R 100 Lumber Stud, D..Flr•L, Stud, 2x4, (1 -1/2"x31 -l&') Support: Lumber Stud Bottom plate, D.Fi7-L Stud; Bearing length = stud thickness Spaced.at 16.0" cfc; Total length: 7'-7;5"; Pinned base: Load face = width(b): Ke x Lb: 1.0 x0.0 = 0.0 (ftl; Ke x Ld: 1.0"x T.63 = 7.63 (ftO Lateral support: lop = Lb, bottom = Lb; Repetitive factor: applied where permitted (refer to online he(p); Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2612 Criterion Anal sy is Value Desi n Value Anal sis/Desisn Shear fv = 29 Fv = 280. fv Fv' = 0.10 Bending(+) fb =- 747 Fb' 1417 fb/.Fb' - 0.53 Axial fc-= 145 Fc' 546 fc/Fc' = 0.27 .Axial Bearing fey= 145 Fc* _ 1428 fc/Fe• 0.10 Support Bearirr+ fcp_�- f45 Fcp = 781 fcp/Fcp = O.1.9 Combined (ar.ia. compression + s 'de .load bending) Eq. 3.4-3 '0.69 Dead Defl'n neglig.i6le Live Defl'n 0..19 C/ 01 Q.25 - L/360 0.73 'Poral Defl'n. 0_19 = _4/491 1 0.36 - L/240 0,49 Additional Data: FACTORS: F•/EIPsi)(.D CM Ct CL/CP CF Cfu Cr Cfrt Ci LCII Fv' 1.80 1.60 1.00 1.00 - - - - 1.00 1.00 4 F'b'+ '.00 1.60 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 4 Fc' 850 1.60 1.00 1.00 0.382 1.050 - - 1.00 1.00 3 Fc'comb 850 1.60 - - 0.382 - - - - - 5 'c' 1.4 million 1,00 1.00 - - - - 1.00 1.00 4 E:min' 0.51 million 1.00 1.00 - - - - 1,00 1.00 4 Fc' 8S0 1.60 1.00 1.00 - 1.050 - - 1.00 1.00 3 Fcp.sup 625 - 1.00 1.00 - - - - 1,00 1.00 3 CRITICAL LOAD COMBINATION& Shear c 'LC 94 = .66+..6SI, V - 100, V design 100. lbs Bending(+):, LC 44 - .6D+. 64•i, M = 191 lbs -ft Deflection: LC iH _ .6D+.4247 (17ye) LC 44 - ,GDt.42VI (total) Axial LC d3 - D+.75(Lr+.6::), 'P = 762 lbs 'Combined r LC 115 - D+.6W; (1 - fc/FcE) m 0.82 Supoo-rt 'LC 113 - D+.75(Lr+.6w);. R - 762 lbs, Cap a 4101., Lb = 1.50", Cb - 1.25 D=dead L=live S=snow w=wind 1: =impact Lr=roof live. LC -concentrated E=e@rthquake All LC's are listed in. the Analysis"output Load combi rat ions: ASCE- 7-10 / I8C 2012 CALCULATIONS: FDeflection: El = OeD6 lb-in2- Live" deflection Deflection from all non -dead loads (live, wind, snow...) Total Deflection - 1,50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code.(IBC 2012), the National Design Speciftatlon.(NDS 2012); and NDS Design Supplement. 2. Please: verify that the default deflection.limits are'approprWe for your epplicelioh: 3. FIRE RATING: Joists, wall studs, and mulls -ply members are not rated for fire endurance. Summit Structural Design Project:' Frenzella_House Engineer:' RO Design of: 4x Timber Column Design Values (NDS 3...7) 4X DF-L(N) #1 Fc E d KCE C CD 1400 . 1600000 3.5 0.3 0.3 1.25 Stability Reduction Column Capacity (lbs) ie (ft) CP Fc' (psi) 4X4` 4X6 4X8' 4X10 012 5 0.6:4 901 11041. -17350 _ 23660 29969 _ 36278 6. 0.55 .767 9397 14766 .20136 25505 30875 7 0.46 649 7951 12494 17037 21580. 26123 8 0.39 549 6129 10574 14418 18263. 22108 9 0.33 467 5718 8985 12252 15519. 18786 10 0.29 399 4888 7682 10475 13268 16062 11 0.25 .344 4.209 6614 9020 11425 13830 12 '0.21. 298 3651 5137 7823 9910 11996 13 0.19 260 3190 5012 6835 8658 10480 '14 0.16 2.29 28.06 4409 6013 7616 9219 15 0.14 203 2484 3904 5324 6743 8163 16 0.13 181 2211 3477 4742 6007 7271 17' 0.12 162 1982 3115 4248 5380, 6513 18 0.10 146 1785 2805 3824 4844 5864 .19 0.09 132 1615 2537 3460 4382 5305 20 0.09 1.20 1467 2305 3144 3982 4820 Summit Structural Design .Project:. Franzella J; f�House Engineer: BkB. Design of: Roof Framing Roof !Loads DL.: 1.8 psf LL::: 20 psf Roof plywood: 1/2" APA rated Exterior plywood or OSB. Apply face grain perpendicular to framing, stagger panels and nail with 18d at 6" o.c..edges and 12 o.c. field. Edge nail at gable. ends,. drags strap lines, blocking, and all supported edges. Trusses: Spacing 24" o.c. Loads: T.C. Live Load = 20 'psf T.C. Dead Load 8 psf B.C. Dead Load 10 'psf Total Load = 38 psf Typical Headers (U.N..O.) Use 4X8 .DF#2 . ,. 0 IA, COMPANY PROJECT Summit Structural Design f� VIADood workso Feb. 16,2016 12:51 soriwAAAREFoa'wuoo oasrcn• B1 Design Check Calculation Sheet.a - Woodworks 8izar 10.1 Loads: Load Analysis Value- -� -- Dead 1503 ',Pv N ind 1575 Type Distribution Pat- Location (ft) Magnitude Unit .Fb' _ _ Total tern Start End Start End. -- -- 339:1 LOddl Deno i Elr 1 hrCa Mill re 'd 18.00( 1..00' •Min Load2 Roof constr.Full Area. *0.58 20.00(1301•.osf 0.56 Load3 t•71nd CSC Full Area 20.00(13.50)' . Self.-wei ht Dead Full'UDL 1!I.7� . 1P D=dead L=Live S-sno- Wird 1 -impact Lr- roof live Lc-concentrated.E=earthquake Y , -„ r..Lr Maximum Reactions (lbs) and Bearing Lengths (in) : 11'-8" Unfar.toredl Analysis Value- -� -- Dead 1503 ',Pv N ind 1575 1503 Roof Live" 1575 157,.5 Factored: .Fb' _ t57 Total 3393 _ _ Bearing: -- -- 339:1 Length 1.00' .. _ Mill re 'd 1.00•' 1..00' •Min Total 0efl.'n . ---' u . u ..y .... , ,v, -1. tp Timber -soft, D.Fir-L, No:2;'6x12 (5=1/2"x11-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Total length:' 11'•8.0'; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using Nos 2012: Criterion Analysis Value- Design Vs l.ue Anal s.is/oesi n Shear ',Pv 62 F.v' _ 212 -fv Fv' > -0 -:29 Bending(+) fb = 915 .Fb' _ 1081 fb/Eb'= 0..85 Dead Def.l'n 0.12 = <.L/999 E' 1.3 million ).0o 1.00 - - '- Live Def.l'n 0.14 - <L/999 0,39 = 1/360 0.3,6 Total 0efl.'n 0.32 =• U431 *0.58 L/240 0.56 Additional Data: FACTORS: -/Iilpsi)CDCM 'Ct CL CF CCU Cr .Cfrt CS Cn LCI( Fv' 170 1.25 )..00 1.00 - - - - 1.00 1.00 :1.00 2 Fb'• 275 1.7.5 1.00 1.00 0.989 1.000 1..00 1.00 1.00 1.00 - 2 Fc p' 67.5 - 1.00 1.00 - - - - .1.00 1.00 - E' 1.3 million ).0o 1.00 - - - - 1.00 1.00 - 3 Emir.' 0.47 million 1.00. 1.00 - - - - 1.00 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC 112 = D+Lr, V = 3056, v design = 2540 lbs Bending,(,): LC 02 - D+Lr, M = 0850 lbs -ft ' Deflection: LC 113 = De•.75(I,r+.42W) (live) LC 83 = D+.75(Li+.42W) (total) D=dead L=Live S-sno- Wird 1 -impact Lr- roof live Lc-concentrated.E=earthquake A1'l. LC's aro listed in the Analysis output .Load combine tions: ASCE 7-10 / 1BC 2012 CALCULATIONS: Deflection: El = 848e06.,lb-int "Live" deflartion = Deflection from all non -dead loads (live, wind,. snow...) Total. Deflection - 1.50.(Dead Load Deflection) .r Live Load Deflection. Design Notes: 1. WoodWOrks analysis and design are In accordance with the. ICC international Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn (umbel' banding member., shall be laterally supported according to the provisions of NDS Clause 4.4.1. • COMPANY PROJECT Summit structural Desigri ` wood WoFeb. 16, 201612:52 sornkRE.roa w000'nisiik 82 Design Check Calculation Sheet Y WoodWorks Sizer 10.1 Loads: Load Type Distribution .Pat- Location (l Magnitude Unit — 807 Length 1.001 Cern. Start. Eftnd 'SCart End: _ i,.....n..........,.. r-- --., . I . DD' t.oadl Lead Full Arca 0.60 = <L/999 18..0. .0 1F p:i� Load2 Roof con::t'r. Full Area = <L/999 0..1.0 = 20.00(12-:00)' psf Load3 Wind CaC. NilArea 0.15 - L/240 20.00(12.00.)'_psf Self-wei ht Dead_ .Full UDL 6 .0 plf I Maximum Reactions (lbs) and Bearing Lengths (in) : 3'•2 Unfactored: Dead Wind Roof Live - — '- 351 35i 380 390 38tl Factored: - 380 Total 807 - Bearing: — 807 Length 1.001 Min re 'd !,Oo, 1.00' -AAin„N,,,., Fun. _ i,.....n..........,.. r-- --., . I . DD' Lumber -soft; D.Fir•L,-No.2, 4x.8 (3-I/2"x7-114") Supports: All -.Timber-soil Beam, D.Fir-L No.2 Total length' 3'-2.0'% Lateral support: top= at supports, bottom=,at supports; I Analysis vs. Allowable Stress (osil and Deflectinn fin) Criterion_ Tmal sia Value Dcsi n Value Anal. sis/Desi n Shear fv =' 24 Fv' = 2'L Bending l+) fb = 215 FI) 1455 fb/Fb' 0,:15 Dead Defl'n 0.60 = <L/999 Live Defl'n 0..00 = <L/999 0..1.0 = L/360 0_03 .Total Def.11li.. 0.01: _ <L/999 0.15 - L/240 '0_04 Additional Data: FACTORS:S/, (psi) CN, Ct CL .CF Cfu Cr*- Cfre Ci Cn LCN Fv' ISO, 1.;25 1.00 1:00 - - - 1.00 1..00 :1_00 2 Fb'4 900 1.25 1.00 1.00 0.995 1.700 ,1.00 1.00 1.00 i.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1_00 1.00 - - E' 1.6 million 1..00 1.00, - - - - '1.00 1.00 - 3_ Emin' 0.50 million 1.00 1.0(1 - - - - 1.00 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC 82 = D+Lr, V = 712, v design 414 lbs Sending I.) LC 02 = DrLr, M - 549 lbs -ft Deflection: LC 113 = D+. 75(Lri.42WO (live) LC 03 = D+, 75(Lr+•424;) (total) D=dead L=Live S=snow W=wind I=impact Lr=roof live Le=concentral'ed E=earthquake A71 IX s are -I ted in the Analysis output Loud combinations: ASCE 7-.30 / 1•13C 2012 CALCULATIONS: Deflection: EI 178e0lb-in2 "Live" deflection fr Deflection from ,all non -dead'. loads (live,, wind, snow...) Total Deflection =.- 1.50(Dead Load Deflection) +. Live Load Deflection. Design Notes: '1: WoodWorks analysis and'dosl(jn-aro inaccordance with the ICCInternalional BultdirigCode '(IBC-2012),'the National Design Specification (NDS 2D12),and NDS'Design Supplement. 2: Please verify thatihe default dofleclion limits are appropriate for your application. 3: Sawn lumber bending members shall be laterally supponed according.to the provisiohs or NDS Clause 4.4.1. 1-S 1.,`1\ COMPANY PROJECT Summit Structural D esign WaodWorks ® Feb. 17, 2016 1411 S.bhn%ARRi.FOR IVOOnVE516V 63 Design Check Calculation Sheet WoodWbrks Sizer 10.1 Loads:• Load- Type- Distribution Pat- Location [ft) Magnitude Unit 2799 --- 2799Bearing: tern Start End Start .End 1.28 1 Loa 1 geatl Ful Area800 fb/Fb' - 0.8.1 Dead Defl'n ..5 ).. ps 'Loaa2 Roof'constr. Full Area Live Defl'n 0.00 - 20.. 00(13-..50)-" psf Lo1183 Wind'CaC Pull. Area 0.19 - L/600. 20.00(13:50)` psf, .If -weight Dead .Full UDL .9,.4` it Maximum Reactions (lbs) and Bearing Lengths (in) V -B.6" eye Unfactored: Dead Wind 1225 1925 1311 1311. Roof Live 1311 23': Factored: - Total 2799 --- 2799Bearing: Length _ 1.28 L.tin re 'd 1.28 1 Lumber -soft, D:FIr-L, No.2, 4x12 (3.=112"x11-1/4") Supports-All-Timpei-soft.8eam,.D.Fir-L No.2 Total length:9 Lateral support: top= at supports, bottom= al supports; Analysis vs. Allowable Stress (osil and Deflection (inl „cin,. nun¢ Criterion Anal s�l�s Value Desi n Value Mal, is/D' sten Shear fv o Fv' , 225 fv/Fv0.34 Bending fb - 979 Fb' - 1205 fb/Fb' - 0.8.1 Dead Defl'n 0.07= <L/999 Live Defl'n 0.00 - <L/999 0.32 - L/360 0.26 Total Uefl'n 0.19 - L/600. 0.48 - L/240 0..40 Additional Data: FACTORS.: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC II Fv100 1.25 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.25 1.00 1.00 0.914 1.100 1.00 1.00 1.00, 1.00 - 2 Pc P' 625 - ',.Do 1.00 - - - - .1.00 1.00 E. I..,6 million 1.00. '1..00 - - - - '1.00 1.00 - 3 Emir•.' o.58 mil"lion 1.00 1..0o - - - - 1.00' .1. 00 - 3 CRITICAL LOAD, COMBINATIONS: Shear : LC 82 = D+f,r, V 25,0.9, V design � '1.092 .lb. Bending(+): LC. 92 D+,Lr, M 6026 lbs -et Deflection: LC T3 = D+.75(Lr+..42W) ILive) LC 113 - D+.75(Lr+.421.4) .(total) D=dead.L=Live S=snow W=wind I=impact Lr -roof live Lc=concentrated E=earthquake All LC,'s are listed in the. Analysis output Load combinations: ASCE 7.10 / IBC 2012 CALCULATIONS: Deflection: Ei. = 664e06 lb -int "Live" deflection - Deilection from all non -dead loads (live; wind, snow...) Total. Deflection = 1.50.(Dnad Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are In accordance with the )CC International Building Code (IBC 2012), the National Design Spoclficallon (NDS 2012), and NOS Dilsign Supplement. 2. Pleaseverify thaHhe 0efaulfdeflection limits -are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 7777-777 i y . * 'sn the +� - s�;�.:sr' > f��rer[G7o11c{oseo � -' the foll6wing items: er'V'r„'jo are ,si r! "'onstruction Req. Title 24 . i,erV ,CalCUlations � r. Engineer:.. Truss details Structure! r';alculations 41*1 Soils Investij.ation Report +, _ • "+� CDF/ u-Fire CB*C 7A Information . _Cal Elevation- Declaration Flood Eleva i _ Special inspection Sheet "+: < BCQMD Rule 207= Form _ Slope Setback attachment _ 10 1 } iF fl wl' � ".: � Its � ,:#. ♦ ,rf' .' .. ' n 14.