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CIO rAdineering, Inc. Ruffil STRUCTURAL CALCULATIONS Rancho Job #16-138 QCT 10 20%, for Residence Fire Rebuild S 8840 Rodeo �c r^� k 2 Chico, CA Calculation Index: Page # Roof Framing Analysis Revision Summary: Rev. 0 1-8 10/03/16 Initial Issu,( This calculation package is valid for the project location as listed above only and may not be used or modified for another site without the authorization of Rancho Engineering Inc. Rancho Engineering Inc. disclaims responsibility for any structural design not specifically addressed in this calculation package. Calculations and plans are not valid until reviewed and approved by appropriate governmental agencies. PERMIT # � �_ to -- BUTTE CO.JPJTY DFV L " Psi =NT S .R=ES DATE)_]_lZ-/-4 BY_i�+ Jarrod Holliday, P.E. 5550 Skyway Suite C Civil, Structural, Septic Design Paradise CA 95969 (530) 877-3700 Phone/Fax ranchoengineering@hotmail.com � ! ! | � . . . | _._ _----- - --- - ------ ---- --- �_ - -'-`----- i � | �� | l ! ! . � �' ! | ! �� ! ( \ i | / . _-' _�-____ | | ! � i i \ _ � -- ----r- -- +�---'T---- ! � � �� \ | / / | . � � . | -^� ---�-- ' r - --�-----�� - +-- �� C�� / ' � | � ! � i / � [� '��_ __ _\- � � / - ---�- - '- ---'--T-----�� ' � \ | � / � � ' ' / ( \ ! | ( | \_-- -- --�---- i----- - --- _ _ _ �� � \ � � | /�� � ! \ /�7 | __- -__�__ �� :� ' ~^ ' ! L- � / � � ! -r---- . ' � ` � | | ---�--'- -- ----1-- --T---'- | r | _ � | ! �� / -----L'-----�-� � | i � - - �-- � / � | ! ! ! ! i- ' -� -- --,---�-- | - a i I_ 5- b Project: Roof Frame Design 1 JARROD HOLLIDAY, RANCHO ENGINEERING October 03, 2016 \\CASEY\Rancho (R)\jobs\2016\138 - 8840 Rodeo (fire rebuild)\ Roof Frame Design 1 \\CASEY\Rancho (R)\jobs\2016\138 - 8840 Rodeo (fire rebuild)\Roof Frame Design 1.vap Company: RANCHO ENGINEERING Engineer: JARROD HOLLIDAY VisualAnalysis 12.00.0019 Report Model Summary Structure Type: Plane Frame 8 Nodes, and 35 Degrees of Freedom 5 Member Elements The model is linear. The model will have 20 unique mode shapes. The size of the model is: 28.27 ft, in the X direction 5.890 ft, in the Y direction EI is Member emen (1)Nod ,"(2)Nod ` Rz " Rz One Way ` Framm Memb Section Bet Material .; e e ..Lengt ' 1 2 er a Load Case Member bisection :: ftdeg End Offset,• ` IRigi ft-K/ft 777 Larch NDS L N' ) Douglas Fir- umber (Visual) N00 1 N005 28.270 Rigi d d Normal 2-wa Beam Bm004 SS2x12 0.00 28.270 15.313 -0.006 -0.016 0 No.2 Douglas Fir -Larch NDS Lumber (Visual) N011 N010 10.846 dRigi dRigi N2ormaal Beam Bm005 SS2x4 0.00 -3 Bm006 SS2x4 0 0.00 No.2 Douglas Fir -Larch NDS Lumber (Visual) N002 N004 9.425 -0.040 d igi (2-w 1 Beam Force Y 0 No.2 Douglas Fir -Larch NDS Lumber (Visual) 15.313 -0.040 -NA- dd V006 Force Y N001 N003 15.313 2 Bracing V003 SS2x6 0.00 0 No.2 Douglas Fir -Larch NDS Lumber (Visual) :Fix DY, -Fix RZ dd dd -way N003 N6- dRigi dRigi 20 aal Bracing V006 SS2x6 0.00 N010 19.558 3.630 No NO '"" - N011 8.712 3.630 No NO No NO Nodal Su orts . F;x`Rz Node Fix DX Fix DY N001 No Yes No N005 Yes Yes NO Page 1 VisualAnalysis 12.00.0019 (www.iesweb.com) 0 No.2 Member Uniform Loads Moment' Load Case Member bisection :: Offset End Offset,• ` Force K/ft ft-K/ft 777 ft Force Y 0.000 28.270 15.313 -0.006 -0.016 -NA- -NA- p Bm004 D V003 Force Y 0.000 0.000 15.313 -0.016 -NA- D V006 Force Y 0.000 15.313 -0.040 -NA- Lr V003 Force Y 0.000 15.313 -0.040 -NA- Lr V006 Force Y Nodes Fix DX :Fix DY, -Fix RZ Scissor? Node X :'Y ft , ft N001 0.000 0.000 No Yes No No No No N002 9.422 3.926 No No No No N003 14.135 5.890 No No No No N004 18.847 3.926 No No No No N005 28.270 0.000 Yes - --- Yes .., Mn No N010 19.558 3.630 No NO '"" - N011 8.712 3.630 No NO No NO Nodal Su orts . F;x`Rz Node Fix DX Fix DY N001 No Yes No N005 Yes Yes NO Page 1 VisualAnalysis 12.00.0019 (www.iesweb.com) Project: Roof Frame Design 1 7 JARROD HOLLIDAY, RANCHO ENGINEERING October 03, 2016 \\CASEY\Rancho (R)\jobs\2016\138 - 8840 Rodeo (fire rebuiild)\ No KIA Yes Design Group Results Design Group: Wood_Beam X_G01 per NDS 2012 ASD Checked As: SS2x12, Material: \NDS Lumber (Visual)\No.2\Douglas Fir -Larch No unity checks are available Design Group: Wood—V Brace—G02 per NDS 2012 ASD Checked As: SS2x6, Material: \NDS Lumber (Visual)\No.2\Douglas Fir -Larch Members Included (2): V003, V006 No unity checks are available Page 2 VisualAnalysis 12.00.0019 (www.lesweb.com) COMPANY I PROJECT WoodWorks' SOFTWARE FD&WOOa nFMN Oct. 3,2016 15:50 Beam1 �D9r�'O K G r�fiGlL Design Check Calculation Sheet 6- 4 A14 Wood Works Sizer 10.4 Loads: --• Anal sis --- '---- Value 240 Unfactored: ad Type 160 Distribution Yat- Location (ft) End Magnitude St00(24.Oart Unit 80 fv/Fv' - fb/� = 400 Factored: tern Start E)d psf ad/ Ele Dead Live 0.26 0.67 Ful Area Partial Area 1.06 - 10.00 22.00 10400(24.0") Plf ad2 lf-welht Dead 4101 Full UDL 3281 Support Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0.10 24' - --• Anal sis --- '---- Value 240 Unfactored: - Unit Anal sis/Desi 160 Dead 240 33 Fv180 Fb' - Live 80 fv/Fv' - fb/� = 400 Factored: fb - 0.31 - 883 L/918 1.19 - Total 319 0.26 0.67 Bearing: 1.06 - 3281 - Capacity n 4101 Joist 3281 Support 4101 0.12 Anal/Des 0.10 Joist Support Load comb Length Min req'd Cb Cb min Cb supportl 0.10 0.08 #2 3.50• 3.50* 1.00 1.00 1.25 #2 3.50• 3.50+ 1.00 1.00 1.25 625 Lumber -soft, D.Fir-L, No.2, 2x12 (1-1/2"x11-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" dc; Total length: 2,V; volume - 2.8 cu -ft.; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0 (ft) _ter_ 04. - -A rinflaefinn ...t..,. ping 2n12 : nnagaw .�...............- Criterion --• Anal sis --- '---- Value - - Design. Value - Unit Anal sis/Desi n 0.19 Shear fv 33 Fv180 Fb' - 1035 si si fv/Fv' - fb/� = 0.85 Bending(+) Live Defl'n fb - 0.31 - 883 L/918 1.19 - L/240 �in 0.26 0.67 Total Defl'n 1.06 - L 2681.58 - L/180 n Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 1.000 1.000 1.00 1.15 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - _ 1.00 1.00 E' 1.6 million 1.00 1.00 - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+L, V - 398, V design - 376 lbs Bending(+): LC 02 - D+L, M - 2327 lbs -ft Deflection: LC 02 - D+L (live) LC #2 - D+L (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 Patterns: a -S/2, X=L+S or L+Lr, _.-no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI - 285e06 lb -int "Live" deflection - Deflection from all non -dead Lloads ive I,oadiDeLlectionsnow...) Total Deflection 1.50(Dead Load Deflection) n. 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 lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Burm comes OCT 14 205E .D �l C-1753 SITE PLAN 1 "=20' ha 4- REPAIR CONSTRUCTI❑N LIST; - DEMO (E) BRICK CHIMNEY FLU TO TOP OF FIRE BOX -INSTALL TRIPPLE WALL FLU FOR (E) WOOD STOVE WHEN ROOF IS REBUILT. INSTALL PER MFG'S SPECIFICATIONS - SOUTH WALL OF GARAGE TO BE REBUILT - ENTIRE ROOF TO BE REBUILT - HOUSE TO RECIEVE NEW ELECTRICAL & INTERIOR FINISH THROUGHOUT - GARAGE RAFTERS & CIELING JOISTS TO BE REPLACED - RAFTERS TO BE REPLACED O/ BATH #2, LAUNDRY, MUDR❑OM, & 10' OF KITCHEN & LIVING. (CIELING JOISTS TO REMAIN) KNOW WHAT'S 5ELOW. o � u rALL 5EFoRE You D10. .............. (aOO) 22 N. GALL TWO WORK I NO DAYS 51=FORF- YOU D 1 G . www.usanorth.org BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE BY SHEET INDEX: COVER SHEET GS �-I -u GC I u SITE LOMAT I ON EI > n REPAIR PLAN N.T.S. DETAILS < t— O w lu- II m w ll LuOL — < [) w00 Lu 11 O Lu ■ � cS� cid .. N Lu w- ('�) T_ L. SCOPE: LL nI THIS PROJECT W1LL REPAIR THE DAMAGE CAUSED TO THE STRUCTURE OX 1- FROM FIRE WITH MINIMAL MODIFICATION TO RIDGE LINE AND EAVE WIDTHS. REPAIR CONSTRUCTI❑N LIST; - DEMO (E) BRICK CHIMNEY FLU TO TOP OF FIRE BOX -INSTALL TRIPPLE WALL FLU FOR (E) WOOD STOVE WHEN ROOF IS REBUILT. INSTALL PER MFG'S SPECIFICATIONS - SOUTH WALL OF GARAGE TO BE REBUILT - ENTIRE ROOF TO BE REBUILT - HOUSE TO RECIEVE NEW ELECTRICAL & INTERIOR FINISH THROUGHOUT - GARAGE RAFTERS & CIELING JOISTS TO BE REPLACED - RAFTERS TO BE REPLACED O/ BATH #2, LAUNDRY, MUDR❑OM, & 10' OF KITCHEN & LIVING. (CIELING JOISTS TO REMAIN) KNOW WHAT'S 5ELOW. o � u rALL 5EFoRE You D10. .............. (aOO) 22 N. GALL TWO WORK I NO DAYS 51=FORF- YOU D 1 G . www.usanorth.org BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE BY SHEET INDEX: COVER SHEET GS GAL GREEN NOTES GC I ELEVATIONS Al ELECTRICAL PLAN EI GENERAL NOTES SI REPAIR PLAN 52 DETAILS 53 (E) HOUSE 2341 SOFT NOTE: SITE SURVEY WAS NOT CONDUCTED. FEATURES LOCATED PER OWNER PROV I DED PLANS. DESION CODES 2013 GBG, 2013 GFG, 2013 GEC, 2013 CEG, 2013 CMG, 2013 GFG 2013 GRG, 2013 GALOREEN GODE RANCHO ENO. JOB: 16-138 DRAWN BY: RPP CKD.BY: JPH DATE: OCl/08/I6 REVISION: I DRAWINO NUMBER 7 w ul m w � v w00 Lu D ■ � cS� cid tLj OX 1- u _A U) RANCHO ENO. JOB: 16-138 DRAWN BY: RPP CKD.BY: JPH DATE: OCl/08/I6 REVISION: I DRAWINO NUMBER M/Green. "`""Mmss"��_ 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES 11 (Includes significant changes from 2010 CALGREEN) 2013 CALGREEN CODE Effective January 1, 2014 SECTION I MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN • 101.3.1 State -regulated REVISED: Expands the scope of CALGreen to include ALL low-rise, high-rise, and hotel/motel buildings of Group R occupancy. buildings 4.406.1 • • NO CHANGE FROM 2010 CALGREEN 0 NEW: Relocates all definitions to Chapter 2. Other chapters include only defined terms and a reference to Chapter 2. Architectural paints and coatings shall comply with VOC limits in Table 1 of the Air Resources Board Architectural Suggested Control Measure, 4.504.2.2 REVISED: Modifies "residential building" to include "low-rise residential buildings" and "high-rise residential buildings ' 202 Definitions REVISED: Clarifies "low-rise residential building" as a Group R occupancy that is 3 stories or less and deletes reference to special tycoatin s categories listed In 4.504.3 shall be determined by classifying the coating as Flat, Nonflat, or Nonflat-High Gloss one- or two-family dwellings or townhouses. coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board, Suggested Control O11 NEW: Defines 'high-rise residential building" as a Group R occupancy that is 4 stories or greater in height. Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit In Table 4.504.3 shall apply. NUMB Documentation is required per Section 4.408.5. Exceptions: 4.408.1 NEW: Clarifies that mandatory measures in Chapter 4 apply to additions or alterations of residential buildings and specifies that 1 - Excavated soil and land -clearing debris. Additions and requirements only apply to the specific area of the addition or alteration. 301.1.1 alterations NEW: Adds a note directing code users to review Civil Code, Section 1101.1 et seq., regarding mandatory replacement of compliance with this item do not exist or are not located reasonably close to the jobsite. Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District shall noncompliant plumbing fixtures. 3 - The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond Low -Rise and NEW: Clarifies that CALGreen may apply to either low-rise or high-rise residential buildings or both. 301.2 High -Rise NEW: New "banners"LR and as identifyingapplying onl to low-rise or high-rise residential structures, [) iHR+ ) provisions y 9 NO CHANGE FROM 2010 CALGREEN Submit a construction waste management plan meeting Items 1 through 5 in Section 4.408.2. Plans shall be updated as necessary and Residential respectively. shall be available for examination during construction. Buildings Waste Management NO CHANGE FROM 2010 CALGREEN Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that diverted Blasi Storm Water NO CHANGE FROM 2010 CALGREEN 4.106.2 Drainage and Projects which disturb less than one acre of soil and are not part of a larger common plan of development shall manage storm water 4.408.4 Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than Retention During drainage during construction. 4 pounds per square -foot of the building area. Construction Reduction NEW: Adds Section 4.408.4.1 to acknowledge a high-rise residential compliance alternative. 4.408.4.1 NO CHANGE FROM 2010 CALGREEN 4.408.4.1 [HR+j Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label Program. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering 4.106.3 Grading and Paving buildings. NO CHANGE FROM 2010 CALGREEN 4.410.1 NEW EXCEPTION: Revision provides an exception for additions and alterations not altering the drainage path. At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which REVISED: Compliance rate of resilient flooring is increased from 50% to 80%. Related changes are made for Tier 1 and Tier 2 resilient Maintenance Manual covers 10 specific subject areas shall be placed in the building. REVISED: Energy efficiency requirements for low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel 4.201.1/ , (Section 5.201.1) are now in both residential and nonresidential chapters of CALGreen. 5.201.1Ope NO CHANGE FROM 2010 CALGREEN REVISED: Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those 4.504.4 Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any Installed woodstove or pellet stove shall comply with r wired b the 2013 California Energy Code code reference date updated from 2010 to 20131. General U.S. EPA Phase II emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with all applicable r • • ••r REVISED: 20% reduction of water use are now prescriptively designated within CALGREEN text. • local ordinances. REPEALED: Prescriptive and performance methodology, Tables 4.303.1 and 4.303.2. Covering of Duct Openings and NO CHANGE FROM 2010 CALGREEN NEW: Plumbing fixtures and fittings shall comply with the following: I At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating 4.303.1.1 Waters Closets: 51.28 gal/flush Protection of Water Conserving 4.303.1.2 Urinals: 5 0.5 gal/flush 4.303.1 Plumbing Fixtures 4.303.1.3.1 Single Showefieads• s 2 0 gpm @ 80 psi Equipment During and Fittings 4.303.1.3.2 Multiple Showerheads: combined flow rate of all showerheads and/or other shower outlets controlled by a single Construction valve shall not exceed 2.0 gpm @ 80 psi or only one shower outlet is to be in operation at a time 0 NO CHANGE FROM 2010 CALGREEN 4.303.1.4.1 Residential Lavatory Faucets: 51.5 gpm @ 60 psi 4.504.5 Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards unless more stringent local or 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas of Residential Buildings: 5 0.5 gpm @ 60 psi regional air pollution or air quality management district rules apply: 4.303.1.4.3 Metering Faucets: 5 0.25 gallons per cycle 1 - Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks shall comply with local or regional air 4.303.1.4.4 Kitchen Faucets: 51.8 gpm @ 60 psi; temporary increase to 2.2 gpm allowed but shall default to 1.8 gpm pollution control or air quality management district rules where applicable, or SCAOMD Rule 1168 VOC limits, as shown In REVISED: Specifies that plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code. Adhesives, Sealants Standards for REVISED: Relocates provisions for multiple showerheads to Section 4.303.1.3.2. 4.303.2 Plumbing Fixtures 1 NO CHANGE FROM 200 CALGREEN 4.505.2r and Fittings REPEALED: Table 4.303 "Standards for Plumbing Fixtures and Fixture Fittings." Code users are directed, in Section 4.303.2, 2 - Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, to the California Plumbing Code for applicable r f r n standards. 703.1 which do not weigh more than t pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards r • • • .•• and other requirements, including prohibitions on use of certain toxic compounds, of the California Code of Regulations, Title 17, NO CHANGE FROM 2010 CALGREEN commencing with Section 94507. Automatic Irrigation system controllers for landscaping provided by the builder and installed at the time of final Inspection shall comply with 4.304.1 Irrigation the following: 1 - Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation In response to changes in plant Controllers watering needs as weather or soil conditions change. 2 - Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). M/Green, .095- __`"�� - PAGE i 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES (Includes significant changes from 2010 CALGREEN) 2013 CALGREEN CODE Effective January 1, 2014 SECTION MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN . . . o 2073CALGREEWREQUIREMENTS AND CHANGES FROM 2010 CALGREEN • REVISED: Specifies the areas needing rodent proofing are sole/bottom plates. 4.406.1 Rodent Proofing Annular spaces around pipes, electric cables, conduits, or other openings in sole/bottom plates at exterior walls shall be closed with cement NO CHANGE FROM 2010 CALGREEN 0 passage mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent of rodents. Architectural paints and coatings shall comply with VOC limits in Table 1 of the Air Resources Board Architectural Suggested Control Measure, 4.504.2.2 • •.. as shown in Table 4.504.3 unless stringent . more rge t local limits apply. The VOC content limit for coatings that do not meet the definitions for the IQ) LL] NO CHANGE FROM 2010 CALGREEN special tycoatin s categories listed In 4.504.3 shall be determined by classifying the coating as Flat, Nonflat, or Nonflat-High Gloss Recycle and/or salvage for reuse a minimum of 50% of the nonhazardous construction and demolition waste in accordance with either coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board, Suggested Control O11 Section 4.408.2, 4.408.3 or 4.408.4; OR meet a more stringent local construction and demolition waste management ordinance. Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit In Table 4.504.3 shall apply. Construction Waste Documentation is required per Section 4.408.5. Exceptions: 4.408.1 Reduction of at least 1 - Excavated soil and land -clearing debris. Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC In Section 94522(a)(3) and other requirements, including 50°k 2 - Alternate waste reduction methods developed by working with local enforcing agencies if diversion or recycle facilities capable of prohibitions on use of certain toxic compounds and ozone depleting substances, in Section 94522(c)(2) and (d)(2) of the California Code of compliance with this item do not exist or are not located reasonably close to the jobsite. Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District shall 3 - The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. . the haul boundaries of the diversion facility. 4.408.2 Construction Waste NO CHANGE FROM 2010 CALGREEN Submit a construction waste management plan meeting Items 1 through 5 in Section 4.408.2. Plans shall be updated as necessary and All carpet Installed in the building interior shall meet the testing and product requirements of one of the following: Management Plan shall be available for examination during construction. 4.408.3 Waste Management NO CHANGE FROM 2010 CALGREEN Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that diverted 2 - California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Company construction and demolition waste materials meet the requirements in Section 4.408.1. Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350.) _J <�// 4.408.4 Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 4.408.4 Waste Stream 4 pounds per square -foot of the building area. 4 .Scientific Certifications Systems Indoor Advantage'" Gold Reduction NEW: Adds Section 4.408.4.1 to acknowledge a high-rise residential compliance alternative. 4.408.4.1 Alternative 4.408.4.1 [HR+j Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label Program. • 2 pounds per square -foot of the building area. • • • . . %i4of-1111LORIN NO CHANGE FROM 2010 CALGREEN Operation and NO CHANGE FROM 2010 CALGREEN 4.410.1 4.507.1 At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which REVISED: Compliance rate of resilient flooring is increased from 50% to 80%. Related changes are made for Tier 1 and Tier 2 resilient Maintenance Manual covers 10 specific subject areas shall be placed in the building. flooring measures. •• • , Where resilient flooring Is installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: � NO CHANGE FROM 2010 CALGREEN 1 - VOC emission limits defined In the Collaborative for High Performance Schools (CHPS) High Performance Products 4.504.4 Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any Installed woodstove or pellet stove shall comply with 4.503.1 General U.S. EPA Phase II emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with all applicable 2 - Products compliant with CHPS criteria certified under the Greenguard Children & Schools program. • local ordinances. 3 - Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. Covering of Duct Openings and NO CHANGE FROM 2010 CALGREEN 4 - Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic I At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating 4.504.1 Protection of equipment, all duct and other related air intake and distribution component openings shall be covered. Tape, plastic, sheetmetal Specification 01350.) Mechanical or other methods acceptable to the enforcing agency to reduce the amount of water, dust and debris entering the system may be used. NO CHANGE FROM 2010 CALGREEN FOR 4.504.5. Referenced Table 4.504.5 has been revised to delete obsolete compliance dates. Equipment During Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building Construction shall meet the requirements for formaldehyde as specified in the Air Resources Board's Air Toxics Control Measure for Composite Wood 0 NO CHANGE FROM 2010 CALGREEN (17 CCR 93120 et. seq.), on or before the dates specified in those sections as shown In Table 4.504.5. Documentation is required per 4.504.5 Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards unless more stringent local or Section 4.504.5.1. regional air pollution or air quality management district rules apply: Definition of Composite Wood Products: Composite wood products Include hardwood plywood, part i Ieboard, and medium density fiberboard. 1 - Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks shall comply with local or regional air "Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, pollution control or air quality management district rules where applicable, or SCAOMD Rule 1168 VOC limits, as shown In glued laminated timber, prefabricated wood I -joists, or finger -jointed lumber, all as specified in CCR, Title 17, Section 93120.1(a). Adhesives, Sealants Tables 4.504.1 or 4.504.2, as applicable. Such products shall also comply with Rule 1168 prohibition on the use of certain toxic 4.504.2.1 and Caulks compounds (chloroform, ethylene dichloride, methylene chloride, perch loroethylene and trichloroethylene), except for aerosol 1 NO CHANGE FROM 200 CALGREEN 4.505.2r products as specified in Subsection 2 below. I n Cont ete slab foundations or concrete slab -on -ground floors required to have a vapor retardery the CaliforniaCa Building Code, Chapter 19, 2 - Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, or the California Residential Code, Chapter 5, respectively, shall also comply with this section. 703.1 which do not weigh more than t pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards NO CHANGE FROM 2010 CALGREEN and other requirements, including prohibitions on use of certain toxic compounds, of the California Code of Regulations, Title 17, Acapillacapillary break shall beInstalled in compliance with at least one of the following: commencing with Section 94507. PAGE 2 .� 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES 1.,» (Includes significant changes from 2010 CALGREEN) 201 _CALGREEN CODEtoO' Effective January1, 2014 �tli Si-� V rn��5_ c,"�1 "`".'� �-O� �j SECTION MEASURES 2073CALGREEWREQUIREMENTS AND CHANGES FROM 2010 CALGREEN • -• • �) < NO CHANGE FROM 2010 CALGREEN 0 l Architectural paints and coatings shall comply with VOC limits in Table 1 of the Air Resources Board Architectural Suggested Control Measure, 4.504.2.2 Paints and Coatings as shown in Table 4.504.3 unless stringent . more rge t local limits apply. The VOC content limit for coatings that do not meet the definitions for the IQ) LL] J) 1�a- special tycoatin s categories listed In 4.504.3 shall be determined by classifying the coating as Flat, Nonflat, or Nonflat-High Gloss b coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board, Suggested Control O11 Moisture Content of Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit In Table 4.504.3 shall apply. 4.505.3 Building Materials NO CHANGE FROM 2010 CALGREEN 0 AeMot Paints and Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC In Section 94522(a)(3) and other requirements, including 4.504.2.3 Coatings prohibitions on use of certain toxic compounds and ozone depleting substances, in Section 94522(c)(2) and (d)(2) of the California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District shall additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. . • • NO CHANGE FROM 2010 CALGREEN NO CHANGE FROM 2010 CALGREEN a All carpet Installed in the building interior shall meet the testing and product requirements of one of the following: < TI ►- 1 - Carpet and Rug Institute's Green Label Pius Program 4.504.3 Carpet Systems 2 - California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350.) _J <�// Bathroom Exhaust 3 - NSF/ANSI 140 at the Gold level 4.506.1 Fans 4 .Scientific Certifications Systems Indoor Advantage'" Gold 4.504.3.1 Carpet Cushion NO CHANGE FROM 2010 CALGREEN C � All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label Program. 4.504.3.2 Carpet Adhesive NO CHANGE FROM 2010 CALGREEN I . - • • All carpet adhesives shall meet the requirements of Table 4.504.1. 4.507.1 Reserved REVISED: Compliance rate of resilient flooring is increased from 50% to 80%. Related changes are made for Tier 1 and Tier 2 resilient )- O flooring measures. Where resilient flooring Is installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: � LL 1 - VOC emission limits defined In the Collaborative for High Performance Schools (CHPS) High Performance Products 4.504.4 Resilient Flooring Database. Systems 2 - Products compliant with CHPS criteria certified under the Greenguard Children & Schools program. 4.507.2 Conditioning 3 - Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. System Design 4 - Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic I IS) Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350.) O NO CHANGE FROM 2010 CALGREEN FOR 4.504.5. Referenced Table 4.504.5 has been revised to delete obsolete compliance dates. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in the Air Resources Board's Air Toxics Control Measure for Composite Wood 0 Composite Wood (17 CCR 93120 et. seq.), on or before the dates specified in those sections as shown In Table 4.504.5. Documentation is required per 4.504.5 products Section 4.504.5.1. Definition of Composite Wood Products: Composite wood products Include hardwood plywood, part i Ieboard, and medium density fiberboard. "Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I -joists, or finger -jointed lumber, all as specified in CCR, Title 17, Section 93120.1(a). . -•fllltolk to] 702.2 Concrete Slab 1 NO CHANGE FROM 200 CALGREEN 4.505.2r Foundations I n Cont ete slab foundations or concrete slab -on -ground floors required to have a vapor retardery the CaliforniaCa Building Code, Chapter 19, or the California Residential Code, Chapter 5, respectively, shall also comply with this section. 703.1 Documentation NO CHANGE FROM 2010 CALGREEN Acapillacapillary break shall beInstalled in compliance with at least one of the following: 1 - A 4 -inch (101.6 mm) thick base of 1/2 -inch (12.7 mm) or larger clean aggregate shall be provided with a vapor retarder In direct 4.505.2.1 Capillary Break contact with concrete and a concrete mix design which will address bleeding, shrinkage and curling shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2 - Other equivalent methods approved by the enforcing agency. 3 - A slab design specified by a licensed design professional. M/Glsvoften. --� - PAGE 3 ° I» 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES . (Includes significant changes from 2010 CALGREEN) 2013 CALGREEN CODE Effective January 1, 2014 SECTION MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN > n �) < NO CHANGE FROM 2010 CALGREEN 0 l Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing 11 members exceed 19% moisture content. Moisture content shall be verified in compliance with the following: IQ) LL] J) 1�a- Equivalent moisture verification 1 -Moisture content shall be determined with either aerobe -type or a contact type moisture meter. E q b methods may be approved by the enforcing agency and shall satisfy requirements In Section 101.8. O11 Moisture Content of 2 -Moisture readings shall betaken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade -stamped end of each piece to be 4.505.3 Building Materials verified. 0 () 3 - At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing O agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Manufacturers' drying recommendations shall be followed for wet -applied insulation products prior to enclosure. . • • r••- • NO CHANGE FROM 2010 CALGREEN a -n < TI ►- Each bathroom shall be mechanically ventilated and shall comply with the following: ■ I• L , 1 - Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2 - Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. _J <�// Bathroom Exhaust a) Humidity controls shall be capable of manual or automatic adjustment between a relative humidity range of less than 50% to a 4.506.1 Fans maximum of 80%. k 1�1� b) A humidity control may be a separate component to the exhaust fan and is not required to be integral or built-in. C � Note: For CALGreen a "bathroom" is a room which contains a bathtub, shower, or tub/shower combination. Fans are required in each bathroom. I . - • • • • • IN 1 4.507.1 Reserved REPEALED: Section 4.507.1 Openings (for whole house fans) has been repealed. There is no substitute language. )- O NO CHANGE FROM 2010 CALGREEN Heating and air conditioning systems shall be sized, designed, and equipment selected using the following methods: � LL 1 - The heat loss and heat gain is established according to ANSVACCA 2 Manual J - 2004 (Residential Load Calculation), ASHRAE Heating and Air handbooks or other equivalent design software or methods. 2 - Duct systems are sized according to ANSVACCA 1 Manual D - 2009 (Residential Duct Systems), ASHRAE handbooks or other 4.507.2 Conditioning equivalent design software or methods. System Design 3 . Select heating and cooling equipment according to ANSVACCA 3 Manual S • 2004 (Residential Equipment Selection) or other I IS) equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. O • • • • .rAmIlIr ii NO CHANGE FROM 2010 CALGREEN HVAC system installers shall be trained and certified in the proper installation of HVAC systems and equipment by a recognized training or 0 certification program. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 702.1 Installer Training 1 - State certified apprenticeship programs. 2 - Public utility training programs. 3 - Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4 - Programs sponsored by manufacturing organizations. 5 - Other programs acceptable to the enforcing agency. 702.2 Special Inspection NO CHANGE FROM 2010 CALGREEN Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. NO CHANGE FROM 2010 CALGREEN Documentation of compliance shall include, but is not limited to, construction documents, plans, specifications, builder or installer 703.1 Documentation certification, inspection reports, or other methods acceptable to the local enforcing agency. Other specific documentation or special inspections necessary to verify compliance are specified in appropriate sections of CALGreen. Acknowledgement: This document is an updated version of an original checklist prepared by the California Building Industry Association for summarizing the 2010 CALGreen's mandatory measures for low-rise residential structures. This checklist includes CALGreen provisions effective January 1, 2014, covering all residential buildings and notations for sections revised or updated for the 2013 CALGreen. Note: This document is only a summary of the mandatory measures in the 2013 CALGreen. Users should refer to the most recent version of the 2013 CALGreen code for additional details and complete requirements. PAGE 4 I. THE OWNER, BUILDER, OR CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND SIZES BEFORE CONSTRUCTION. 2. THE OWNER BUILDER OR CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION AND QUALITY CONTROL OF THIS PROJECT. 3. THIS SET OF PLANS IS FOR GENERAL CONSTRUCTION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE OWNER, BUILDER, OR CONTRACTOR TO SELECT, VERIFY SIZES, INSTALL, AND RESOLVE ANY PROBLEMS WITH MATERIALS AND EQUIPMENT. DO NOT SCALE PLANS 4. THE OWNER, BUILDER, OR CONTRACTOR IS RESPONSIBLE FOR OBTAINING A WATER FROM THE CITY OR COUNTY AT OWNERS EXPENSE, IF IT APPLIES I. INSULATE ALL INTERIOR WALLS W/ SOUND BATT INSULATION CONSTRUCTION NOTES: I. SOLID GORE DOORS TO GARAGE W/ (2) SPRING HINGES 2. EGRESS WINDOWS TO HAVE A MAX SILL HEIGHT OF 44" OFF OF FINISHED FLOOR 3. WINDOWS LOW "E" VINYL 4. INSULATION- EXT. WALLS TO BE R-Icl, CEILING TO BE R-38 5. TEMPERED GLASS @ SHOWER $ TUB ENCLOSURES (MASTER TUB) 6. SAFETY GLAZING REQUIRED FOR ALL WINDOWS ADJACENT TO DOORS (IE. MASTER BED TO PORCH, NOOK TO PORCH, PLAYROOM TO PORCH) 7. MFG. FIREPLACES INSTALLED PER MFG. SPECS 8. NON REMOVABLE BACKFLOW PREVENTION DEVICES REQUIRED AN ALL EXT. HOSE BIBS ci. SHOWER AND TUB ENCLOSURES TO HAVE WATER RESISTANT GYPSUM BOARD AND A FIN 1 SHED WITH A HARD NON-ABSORBENT MATERIAL, W/ A MIN. HEIGHT OF 70" FROM DRAIN 10. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED IN THE FOLLOWING AREAS - 10.1. WHERE THERE WILL BE DIRECT EXPOSURE WATER OR CONTINUOUS HIGH HUMIDITY. 10.2. ON GLGS. WHERE FRAMING SPACING EXCEEDS 12" O.G. FOR Y2" OR 16" FOR 5/8" THICK GYPSUM BOARD 10.3. OVER A GLASS I OR II VAPOR RETARDER IN A TUB OR SHOWER COMPARTMENT MECHANICAL NOTES: 1. F.A.U. IN ATTIC REQUIREMENTS PROVIDE A 30" WORK PLATFORM AT BURNER, 24" WIDE WALKWAY TO F.A.U. FROM ACCESS, A LIGHT AND OUTLET AT F.A.U. WITH SWITCH AT ACCESS OPENING, AND PROVIDE A SECONDARY WATER TIGHT CORROSION RE515TANCE METAL PAN BELOW CONDENSATE PRODUCING EQUIPMENT (COOLING COILS) INSTALLED IN ATTIC, SECONDARY DRAIN MUST BE SHOWN ON POINT WHERE IT CAN BE READILY OBSERVED. (PER G.E.G.) 2. PROVIDE SMOOTH METAL MOISTURE EXHAUST DUCT WITH BACK -DRAFT DAMPER FOR DRYER EXHAUST (14'-O" MAX LENGTH, 2 OR LE55 10 DEGREE BENDS), 2013 GMC, 504.3.1 8 504.3.2. 3. AIR GAP FITTING REQUIRED & DISHWASHER 4. WATER HEATER VENTING SYSTEMS TO HAVE A POSITIVE FLOW 5. WATER HEATER BARRIER 3" DIA. STEEL PIPE EMBEDDED A MIN. OF IS" BELOW GRADE, MIN 30" ABOVE GARAGE FLOOR, GONG FILLED GMC, 308.1.1 6. GAS LINE PRESSURE TESTING IS NOW 10 PSI FOR 15 MINUTES AND WELDED PIPING IS 60 PSI FOR 15 MINUTES 7. A GAS LINE WITH THE CAPACITY TO PROVIDE A MIN. 200,000 BTU/HR TO WATER HEATER SHOULD BE INSTALLED 8. A CATEGORY III, IV, OR A TYPE B VENT W/ A STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER SHALL BE INSTALLED cl. A CONDENSATION DRAIN THAT IS A MIN. OF 2" HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER THAT ALLOWS NATURAL DRAIN WITHOUT PUMP ASSISTANCE SHALL BE INSTALLED 10. WATER HEATER TO HAVE MIN. (2) SEISMIC STRAPS INSTALLED @ QUARTER POINTS AND SHALL HAVE AN IS" MIN. PLATFORM. TITLE 24: I. INSULATION: _ . + • - I if 1A WALLS= RIQ Da-- 2,00 W*LS- - -Z `A i__PAMIII:�) W,m . . V,\s ATTIC- R38 2. ROOF: RADIANT BARRIER VENTILATION= Xso SOFT 304 MIN REQUIRED UPPER VENTS 3. WATER HEATER: NATURAL GAS 50 GAL ENERGY FACTOR: 0.62 ELECTRICAL NOTES: 1. ELECTRICAL SERVICE TO BE 200 AMP - U.N.O - VERIFY AMPERAGE AND LOCATION. 2. KITCHEN WALL COUNTERTOP RECEPTACLES SHALL BE INSTALLED WITH 12" COUNTERTOP SPACE OR RT 102, A 6 . H GFGI PROTECTED 2013 CEO ART. 2 LARGER AND SHALL BE ( ) ( ) 3. RECEPTACLES SHALL BE SPACED 50 THAT THERE 15 NO POINT ALONG THE WALL WHICH 15 MORE THAN 6'-O" FROM AN OUTLET. PROVIDE ONE OUTLET MIN. FOR EACH COUNTER SPACE IN KITCHEN WHICH IS 12" OR WIDER. (MAX. 4'-O" O.G.) 4. RECEPTACLES IN BATHROOMS, GARAGES (INCLUDING GARAGE DOOR OPENER), ALL KITCHEN COUNTERS, AND ANY EXTERIOR LOCATIONS SHALL BE GROUND FAULT INTERRUPTION SYSTEM (CFI) PROTECTED. (PER CEO) 5. SMOKE DETECTORS SHALL BE PLACED MORE THAN 12" FROM CEILINGS AND DUCT OPENINGS. SMOKE DETECTORS SHALL BE PERMANENTLY WIRED AND INTERGONNECTED AND SHALL PROTECT SLEEPING AREAS. PROVIDE BATTERY BACKUP WERE THE HIGHEST POINT OF A CEILING IN A ROOM THAT OPENS TO THE HALLWAY SERVING THE BEDROOMS EXCEEDS THAT OF THE OPENINGS INTO THE HALLWAY BY 24" OR MORE. SMOKE ALARMS SHALL BE PROVIDED IN THE FOLLOWING AREAS. 5.1. IN SLEEPING AREAS. 5.2. IN EVERY ROOM IN THE PATH OF THE MEANS OF EGRESS FROM THE SLEEPING AREA TO THE DOOR LEADING FROM THE SLEEPING UNIT. 6. ALL LIGHTING SHALL COMPLY WITH MANDATORY LIGHTING REQUIREMENTS PER CALIFORNIA ENERGY CODE 7. INTERIOR LIGHTING MUST BE HIGH EFFIGIANGY OR CONTROLLED BY A DIMMER OR OCCUPANCY SENSOR. 8. EXTERIOR LIGHT MUST BE HIGH EFFICACY OR CONTROLLED BY PHOTO/MOTION SENSOR. a. PER THE MANDATORY MEASURES FOR RESIDENTIAL LIGHTING, ALL LIGHTS FOR THE HOUSE AND GARAGE SHALL BE HIGH EFFIGIANGY LIGHTS. IF LOW EFFIGIANGY LIGHTS ARE INSTALLED THEY MUST HAVE DIMMER CONTROLS AND/OR MANUAL -ON VACANCY SENSORS. 10. ALL LIGHTING FIXTURES IN OL05ETS SHALL BE LOCATED 18" MIN. FROM ALL SHELVING 11. OUTLET BOXES IN WALLS BETWEEN THE DWELLING AND GARAGE SHALL BE METAL OR U.L. APPROVED PLASTIC AND TO BE SEPARATED BY A HORIZONTAL DISTANCES OF AT LEAST 24" 12. MINIMUM 2-20 AMP SMALL -APPLIANCE BRANCH CIRCUITS SERVING COUNTER TOP, WALL, AND FLOOR REGEPTAGLE5 ARE REQUIRED IN KITCHENS. THESE SHALL HAVE NO OTHER OUTLETS. G.E.G. 210.11(C),I, 210.52(B) 1. 13. TWO OR MORE 20 AMP #12 WIRE CIRCUITS SHALL BE PROVIDED TO SERVE THE KITCHEN, BREAKFAST, AND DINING AREAS. SUCH SHALL HAVE NO OTHER OUTLETS 14. PROVIDE ONE MIN. 20 AMP BRANCH GIRGUIT TO SERVE THE LAUNDRY ROOM. SUCH GIRGUITS SHALL HAVE NO OTHER OUTLETS. (PER G.E.G.) 15. PROVIDE ONE MIN. 20 AMP BRANCH CIRCUIT TO SERVE EACH BATHROOM. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. (PER G.E.G.) 16. MINIMUM 50 AMP CIRCUIT REQUIRED FOR RANGE AND/OR OVEN. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. (PER G.E.G.) 17. RANGES, OVENS, AND DRYERS SHALL BE ON CONDUCTOR WIRES WITH AN INSULATED NEUTRAL AND A FOUR PRONG/WIRE OUTLET. (PER GEG ART. 250.140) 18. REQUIRED SMALL APPLIANCE GIRGUITS SHALL NOT SUPPLY DISPOSAL, DISHWASHER, OR OTHER LARGE APPLIANCES. (PER G.E.G.) IQ. EXTERIOR W.P. OUTLETS AT IS" MIN TO CENTER LINE - U.N.O., PHONE JACKS SHALL BE AT STANDARD OUTLET HEIGHT - U.N.O., TV JACKS SHALL BE AT STANDARD HEIGHT U.N.O. 20. EXTERIOR WATER PROOF DUPLEX RECEPTACLE SHALL BE 15 $ 20 AMP 12OV, 2013 GEG ART. 210.52(E) (1) $ 210.8 21. ALL INGANDESGENT LIGHTING FIXTURES RF-CE55EP INTO INSULATED AREAS SHALL BE APPROVED FOR ZERO CLEARANCE INSULATION COVER (I.G.) PER THE 2013 G.E.G. OR THE 2011 CALIFORNIA ENERGY STANDARDS 22. PROVIDE WHOLE HOUSE VENTILATION FAN WITH THE FOLLOWING REQUIREMENTS PER CALIFORNIA ENERGY STANDARDS SECTION 150(0): (MAY BE INSTALLED AS BATHROOM EXHAUST FAN) 22.1. MINIMUM CFM RATING OF 75 GFM 22.2. MAXIMUM OF 1.0 SONE 22.3. CONTROL SWITCH LABELED A5 THE "WHOLE HOUSE VENTILATION" 22.4. FAN SHALL OPERATE WHENEVER HOME IS OCCUPIED. 23. BATHROOM EXHAUST FAN SHALL BE CONTROLLED BY HUMID15TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY OF 50 TO 80% AND BE ENERGY5TAR RATED. 24, BATHROOMS, WATER CLOSET COMPARTMENTS, AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 50. FT .1/2" OF WHICH MUST OPENABLE UNLESS A MECHANICALLY VENTILATED SYSTEM CAPABLE OF 50 CFM PER MINUTE FOR INTERMITTENT VENTILATION OR 25 GFM FOR CONTINUOUS VENTILATION IS PROVIDED. VENTILATION AIR FROM 5PAGE SHALL BE EXHAUSTED DIRECTLY OUTSIDE, CRO R303.3 25. ALL 120 -VOLT, SINGLE PHASE, 15 4 20 AMP BRANCH GIRGUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS, OR AREAS SHALL BE PROTECTED BY A LISTED ARG -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 26. STUB -OUT GABLE LEADS TO JACK LOCATIONS, ATTIC AND ELECTRIC SERVICE ENTRANCE AREA 27. VERIFY ALL ELECTRICAL LOCATIONS. . 28. PROVIDE FOR AN INTERSYSTEM BONDING ELECTRODE WHICH INCLUDES PROVISIONS FOR CONNECTING AT LEAST THREE GROUNDING OR BONDING CONDUCTORS REQUIRED FOR COMMUNICATIONS SYSTEMS SHALL BE INSTALLED EXTERNALLY AT THE SERVICE ENTRANCE PANEL, AS SPECIFIED IN G.E.G. 800.100 (B) AND G.E.G. 250.x4 2a. FIXTURES, LAMP HOLDERS AND RECEPTACLES SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHTS MORE THAN (b POUNDS OR 16" IN EITHER DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF THE LAMP HOLDER. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS. (PER 2013 CEO ART. 410.30(A) AND 314.27(A) 4 (D). 30. PROVIDE STEEL ELECTRICAL BOX IN FIRE RESISTIVE CEILING AND WALLS. SEPARATE ELECTRICAL BOXES BACK TO BACK IN FIRE -RESISTIVE WALLS BY A MIN. OF 24" HORIZONTALLY, BOX AREA SHALL NOT EXCEED 16" 50. (PER GEC) 31. EVERY NEW R-3 SHALL PROVIDE FOR THE FUTURE AN ELECTRICAL VEHICLE CHARGING CIRCUIT BY PROVIDING A 3/4" RACEWAY OR A 3 - WIRE WITH GROUND RUN OR NM GABLE RATED AT A MIN. 40 'AMP FROM THE SERVICE PANEL TO A2 -GANG BOX LOCATED IN THE GARAGE (BETWEEN IS" TO 48" FROM THE FLOOR) IN A LOCATION ACCEPTABLE TO THE BUILDING INSPECTOR. 32. BATHROOMS: AT LEAST ONE WALL RECEPTACLE OUTLET SHALL BE INSTALLED ADJACENT TO EACH BA51N LOCATION. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20 AMP GFI BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. RECEPTACLE OUTLETS SHALL NOT BE INSTALLED IN A FACE -UP POSITION IN THE WORK SURFACES OR COUNTERTOPS IN A BATHROOM BA51N LOCATION. (PER CEO) 33. A 120 VOLT, SINGLE PHASE, 15 OR 20 AMP RATED SERVICE RECEPTACLE SHALL BE LOCATED WITHIN 25' OF, AND ON THE SAME LEVEL AS THE EQUIPMENT FOR MAINTENANCE (IN TH15 CASE HEATING/AIR-CONDITIONING EQUIP.) THE SERVICE RECEPTACLE SHALL NOT BE CONNECTED ON THE LOAD 51DE OF THE REQUIRED MEANS OF DISCONNECT. (PER CEO) 34. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT THE TIME OF IN5PEGTION 35. AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM, IN BATHROOMS, HALLWAYS, STAIRWAYS, ATTACHED GARAGE5 WITH ELECTRIC POWER, AND AT OUTDOOR ENTRANCES OR EXITS. (PER CEO) 36. PROVIDED FUSES OR APPROVED CIRCUIT BREAKERS AT AIR CONDITIONING UNITS AND HEAT PUMPS. (PER G.E.G.) 37. HYDRO -MASSAGE BATHTUBS AND THEIR ASSOCIATED ELECTRICAL COMPONENTS SHALL BE PROTECTED BY A GFI. (PER G.E.G.) 38. ALL ELECTRICAL RECEPTACLES SHALL BE TAMPER RESISTANT, 2013 GEG ART. 406.11. 3ci. ALL 15 AND 20 AMP BRANCH CIRCUITS NOT REQUIRED TO BE GFI PROTECTED SHALL BE AFIG PROTECTED. (PER 2013 CEO ART. 210.2 (B)) 40. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND SLEEPING UNITS WITHIN WHICH FUEL BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. CARBON MONOXIDE ALARMS SHALL BE LOCATED OUTSIDE OF EACH SEPARATE SLEEPING AREAS, IN THE IMMEDIATE VICINITY OF THE BEDROOMS. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVER -CURRENT PROTECTION. WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED THEY SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. G.R.G. R315.1.1 AND R315.1.2 PERMIT #__6 ILI- 11?j BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE �O -a-q? B/j _/)A(0 - N ZZ 6wpQ - }....a OOJd)QZ ow=()-�w0pV_zp Yz.1 2 V p= 2 ZU)13M0zIL 1-Q-1 - V }Z(�V�jL/J (Xi- <PWzV��0>I��tu =>Dp w40=2: tL< wpOF-<l0 t- ff tu 0 z 0L (VF-WZ=oZ1L IVJNd1zO�1- zi-ap��-Ovz[pp�4lll1 WtZll�t-W0LU ui� f`4piiW in 13 )_0. 1UT_q) z Qct t�0D��0_vZUQZ Z ZW�z�-�<Z 1 d )0 -1t - DL l9 DLQQ • T L LU 0 > n �) < t- 'T 0 l 11 D� IQ) LL] J) 1�a- �) b � O11 9L Lu Q y v ,Q) V 0 () M O 111 LL ni 0 < 0 • T L RANGH29'ENO. JOB: 16-138 DRAWN BY: RFF GKD.BY: JPH DATE: Oji/08/16 REY15ION: I DRAWING NUMBER Z 0 l LLI W to b W v v O 111 Q a -n < TI ►- t ,- ■ I• L , <(1) (1) _J <�// L --, --, 0( k 1�1� m C � 1_ ■ Itttt� ,�\ l� -0 V �__) )- O X � � LL tVt ,,!_ Va V _--_ I IS) O LL) 0 RANGH29'ENO. JOB: 16-138 DRAWN BY: RFF GKD.BY: JPH DATE: Oji/08/16 REY15ION: I DRAWING NUMBER FRONT ELEVATION 114.=r -o. SIDE ELEVATION REAR ELEVATION 51[�)E ELEVATION 1/4"= I' -O" MMIT# A (b-0S'Z- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE BY'�_ cf1 Zz Lu }d N 3: Z J [Q In <�i-4 tuz– p~ tyu 0tu73: ~i p�Q��p0Z O�X Ovv w7 dpvza-1y13LLT > O to Lu3: LL< wp0�-40 l�~ZT-wz=Oyt�O N`nzz4H zI-oLoVLOvziiO OWt1}-J<WU v VW]Wtu �LWP OZ < �w Od �V z �z�p� ")o— u�d>a�w no�c�1lz-���0- DOL L <Q RANG116 ENO. JOB: 16-138 DRAWN BY: RPP GKD.BY: JPH DATE: Oq/08/16 REVISION: DRAK NO NUMBER LLJ ow w LH uj w OL Lu Lu OL Lu 9L6`II��O RANG116 ENO. JOB: 16-138 DRAWN BY: RPP GKD.BY: JPH DATE: Oq/08/16 REVISION: DRAK NO NUMBER ow w LH n w OL Lu Lu 0) L OL p0 LLJ ■I U1 N R- 1L 1� RANG116 ENO. JOB: 16-138 DRAWN BY: RPP GKD.BY: JPH DATE: Oq/08/16 REVISION: DRAK NO NUMBER GENERAL N07E5: HOLDOWN5: I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE I. ALL HOLDOWN5 ARE SIMPSON STRONG -TIE OR EQUIVALENT. 2. LOCATION OF HOLDOWN5 ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL CALIFORNIA BUILDING CODE (GBG) AND GBG STANDARDS. DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALL5, TYPE OF 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING HOLDOWN AND THE MANUFACTURES RECOMMENDED INSTALLATION. CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING 5. ALL HOLDOWN5 ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY l� REGULATIONS. 3. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS FOR SIMILAR LUMBER AND CARPENTRY: CONSTRUCTION SHOWN ON PLAN. 4. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. I. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD GRADING RULES NO. 16 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM 5. ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED 15 SIMP50N PRODUCTS OR MOISTURE CONTENT OF Ici%. APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS FOR 2. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR G -D GRADE WITH EXTERIOR MAX LOADING. 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL CHECK GLUE UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. PLYWOOD MAY BE SUBSTITUTED WITH AN EQUIVALENT APA RATED ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE GALLED TO THE ATTENTION OF 3 STRUCTURAL ORIENTED STRAND BOARD (05B). RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED AFFECTED. -7. NO STRUCTURAL MEMBERS SHALL BE OUT, NOTCHED, OR OTHERWISE PENETRATED DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RESISTANT MATER MEMBERS SHALL NOT BE OUT OR NOTCHED UNLESS SPECIFICALLY NOTED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON 5. STRUCTURAL OR DETAILED OR IS IN ACCORDANCE WITH THE GBG. THESE DRAWINGS. 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, 8. PROVIDE OPENINGS, CURBS, FRAMING AND/OR SUPPORTS FOR ITEMS INDICATED ON EXCEPT WHEN LEDGERED. ANY OF THESE DRAWINGS. 15i. DO NOT SCALE DRAWINGS. THESE DRAWINGS ARE NOT MEANT TO BE SCALED. GALL 7• GR055-BRIDGING SHALL BE PROVIDED AT 8' O.G. FOR DIMENSIONED FLOOR J015T OVER 10" IN DEPTH. GRO55-BRIDGING SHALL BE PROVIDED AT 10'0.0. FOR ENGINEER FOR ANY NEEDED CLARIFICATIONS. 10. STAIRS: RISE 4" MINIMUM TO 7.0" MAXIMUM; RUN II" MINIMUM; HEADROOM 6'-8" MINIMUM; DIMENSIONED ROOF RAFTERS OVER 10" IN DEPTH. USE SOLID BLOCKING OR AN APPROVED METAL TYPE BRIDGING. WIDTH 36" MINIMUM PER GBG. II. UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, 8. ALL NAILING TO BE PER GBG TABLE 2304.151.1, UNLESS OTHERWISE NOTED. PLYWOOD FLOOR AND ROOF 5HEATHING SHALL BE LAID CONTINUOUS OVER TWO OR LANDINGS AND RAMPS, BALCONIES OR PORCHES, WHICH ARE MORE THAN 30 ABOVE a• MORE SPANS WITH FAGS GRAIN PERPENDICULAR TO SUPPORTS. STAGER ALL PLYWOOD GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAIL PER GBG. PANELS A MINIMUM OF 4'. 12. FOUR STEPS OR MORE REQUIRES A CONTINUOUS HANDRAIL 34" TO 38" ABOVE TREAD 10. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT NOSING PER GBG. 13. PROVIDE ATTIC AGGE55 FOR ALL ATTIC AREAS WITH 30" OR MORE IN HEIGHT, MIN. FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC. A5 REQUIRED AND AGGE55 SIZE 15 22"X30" OR 30"X30" WITH WALK, PLATFORM, AND LIGHT IF FAU IS IN REQUESTED BY THE GENERAL CONTRACTOR. II. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE ATTIC. INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SLAB VIDE INSPECTION IN ACCORDANCE WITH GBG SECTION 108. 14. PRO VI ON METAL POST BASE. (EXCEPTION; POSTS OR COLUMNS OF APPROVED WOOD WITH 14.1. SPECIAL INSPECTION REQUIRED FOR THIS PROJECT. NATURAL RESISTANCE TO DECAY OR TREADED WOOD.) POSTS OR COLUMNS RESTING ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 8" ABOVE DE51ON CRITERIA: GRADE. ALL ISOLATED INTERIOR AND EXTERIOR POSTS ATTACHED DIRECTLY TO I. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA: CONCRETE SHALL BE SECURED WITH A 51MP50N PBS ANCHOR OR EQUIVALENT, UNLESS I.I. SEISMIC: NOTED OTHERWISE. 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 36" IN -SEISMIC IMPORTANCE FACTOR: 1 -MAPPED SPECTRAL RESPONSE ACCELERATIONS: 5s = 0.515i6, SI = 0.260 WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS 3' TO 6 IN OL WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN 6. -SEISMIC SITE GLASS: D -SEISMIC RESPONSE COEFFICIENTS: SDS = 0.526, SDI = 0.326, Gs = 0.081 13. ALL EXTERIOR HALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CORD OF TRUSS OR RAFTER. -SEISMIC DESIGN CATEGORY: D -BASIC SEISMIC FORGE RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS 14. PROVIDE 50LID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. FOR TIMBER CONNECTIONS SHALL BE ASTM A507 MACHINE BOLTS UNLESS -RESPONSE MODIFICATION FACTOR: R = 6.5 -ANALYSIS PROCEDURE: EQUIVALENT STATIC, FORGE PROCEDURE 15. BOLTS OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE 1.2. WIND: -WIND SPEED: 110 MPH NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16" SMALLER -WIND EXPOSURE: B THAN THE BOLT DIAMETER. 16. HOLES FOR LAG SCREW SHANK SHALL BE THE SAME DIAMETER AND LENGTH A5 THE 1.3. LIVE LOADS SHANK. THE REMAINING DEPTH OF THE PENETRATION SHALL BE 705116 OF THE SHANK -ROOF CONSTRUCTION: 20 P5F -RESIDENTIAL FLOOR LOAD: 40 P5F DIAMETER. 17. PROVIDE MALLEABLE IRON WASHERS OR OUT PLATE WASHERS UNDER NUTS AND BOLT SITE WORK AND FOUNDATION: OR LAG SCREW HEADS THAT BEAR ON WOOD. 18. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES TO 75% OF THE 1. FOUNDATION SOIL SHALL BE NATIVE UNDISTURBED SOIL OR ENGINEERED FILL AS PER NAIL SHANK DIAMETER. FIRE BLOCKS TO OUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE AND A PAD CERTIFICATION FROM THE TESTING AGENCY SHALL BE Iii. INSTALL BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIRE BLOCKS SHALL BE OF 2" SPECIAL INSPECTED NOMINAL THICKNESS. LOCATION OF FIRE BLOCKS ARE AS REQUIRED BY THE GBG. PROVIDED. 2. IF NO GEOTECHNICAL REPORT WAS PROVIDED, DESIGN 15 BASED ON LOCAL 20. ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED WITH FULL BEARING TO JURISDICTION ALLOWABLE LOADS AND RECOMMENDATIONS. SHALL BE PROVIDED TO ACCOMPLI5H A 5% SLOPE AWAY FROM HOUSE FOR FOUNDATION UNLESS OTHERWISE NOTED. 21. ALL HALLS ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID 3. GRADING A MINIMUM OF 10'. NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH BLOCKING, UNLE55 NOTED OTHERWISE. 22. PROVIDE FURRING AS NECESSARY TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS 4. EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE AS REQUIRED. SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS AND AT SHEAR HALLS. BOTTOM OUTSIDE CORNER OF ANY FOOTING. 23. PROVIDE PLACE 20' REBAR IN FOUNDATION AND STUB UP ABOVE FINISHED CONCRETE AT POWER 24. REFER TO MANUFACTURES SPECIFICATIONS FOR DRILLING AND GUTTING HOLES IN WEBS 5. METER LOCATION. OF MANUFACTURED I -JOISTS. 25. EXCEPT WHERE PLANS SHOW SPECIFIC FRAMING ALL FRAMING SHALL COMPLY WITH THE CONCRETE:s �Cl� TSS e26. GBG CHAPTER 23, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM. FOR GLUE -LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN APPROVED �. THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE-3OOE.P51 PER GBG. FABRICATOR'S SHOP IN ACCORDANCE WITH GBG 1701.7 CERTIFICATES SHALL BE SUBMITTED TO THE FIELD ALL GEMENT USED SHALL CONFORM TO ASTM G-150 STANDARDS. 27. GLUE -LAMINATED BEAM INSPECTION REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2" BELOW TOP INSPECTOR PRIOR TO COMPLETION OF THE FRAME INSPECTION IN ACCORDANCE WITH 3. HORIZONTAL OF STEM WALL AND 3" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT 18" O.G. THE GBG 1704.6.2. MAXIMUM HORIZONTAL 5PACING. 4. CONCRETE SLABS SHALL BE A MINIMUM OF 3.5" THICK PER GBG. SLABS UNDER LIVING MANUFACTURED WOOD TRUSS: AREAS AND IN GARAGE SHALL BE REINFORCED WITH REINFORCING BAR OR WIRE WATERPROOF MEMBRANE BETWEEN SLAB AND ROOK BASE AT ALL i. DESIGN AND FABRICATION SHALL BE PER GBG STANDARDS AND ALL IGBO RESEARCH MESH. PROVIDE LIVING AREAS OR AS RECOMMENDED BY SOILS REPORT. REPORTS. 2. INCREASES IN ALLOWABLE STRESSES FOR ASSEMBLIES OF REPETITIVE FRAMING SHALL 5. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT CONCRETE AND5 ASTM 0-330 FOR LIGHT WEIGHT CONCRETE. PACK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE NOT BE ALLOWED. 3. WHERE TRUSSES ARE INSTALLED AS BLOCKING, TRUSSES MUST BE DESIGNED TO 6. DRY TRANSMIT DIRECT AXIAL WALL LOADS. THAN THREE PARTS SAND. 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY NET FOR 10 DAYS OR BY AN 4' PROVIDE TRUSS NO AND WITH SIGNATURE OF RE5PON5 BBE �IGEII LICENSED ENGINEER ON APPROVED CURING COMPOUND. 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR HANGERS, CALCULATIONS ALL PAGE5. TRUSSES PER MANUFACTURES RECOMMENDATIONS AND THESE DRAWINGS. MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC. 151. PLANS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. 5. INSTALL ALLGAB E END U55ES E STRUCTURAL TRUSSES ITH INFILL. 6. SEE ARCHITECTURAL FOR CONCRETE WALKS, SLABS, AND OTHER FLAT WORK. ALL RAL WEB GATS RBQU RED TO TERMINATE AT AN EXTERIOR BEARING 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER ASTM WALL. 8. DO NOT ATTACH TRUSSES TO NONBEARING HALLS UNLE55 USING 51MPSON STC CLIPS, 0-134. 5 SACKS OF GEMENT PER CUBIC YARD OF CONCRETE. GEMENT TO BE PER ASTM UNLE55 NOTED OTHERWISE ON PLAN. 0-150 TYPE I OR 2. Q. IT 15 THE CONTRACTORS RESPONSIBILITY TO VERIFY SITE DIMENSIONS TO TH05E OF THF TRUSS CALCULATIONS PRIOR TO ORDERING TRUSSES FOR THE PROJECT. REINFORCING STEEL: I. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED EIRE FABRIC 15 TO BE ASTM A185 WITH LAPPING OF 1 1/2 SPACES. Alf-S1`'DE%ORt�tED-PLR�iS`fi4-x'05--�J;T1�'bRAti.�cL_�,3 kWk- 3. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE FLAKY RUST, GREASE OR OTHER BOND IMPAIRING MATERIALS. 4. ALL BENDS SHALL BE MADE GOLD. 5. SPLICING OF BARS IN CONCRETE SHALL HAVE LAPPING OF 30 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. 5PLICING OF BARS IN MASONRY SHALL HAVE LAPPING OF 40 BAR DIAMETERS OR 24" WHICH EVER IS GREATER. 6. ALL BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE, NO NET SETTING WILL BE ALLOWED. ANCHOR BOLTS: I. TYPICAL SIZE AND SPACING SHALL BE 1/2" 0 WITH A MINIMUM OF 7" EMBED INTO THE FIRST CONCRETE POUR. BOLTS SHALL BE SPACED AT 72" O.G. MAX FOR SINGLE STORY AND 48" O.G. MAX FOR TWO STORY BUILDINGS. 2. PLATE WASHERS A MINIMUM 51ZE OF 3"X3"XO.2215I" SHALL BE USED ON EA. BOLT. 3. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL AT ALL HOUSE AND GARAGE PERIMETER HALLS AND AT ALL INTERIOR SHEAR WALLS. 4. FOUNDATION SILL AT INTERIOR NON -SHEAR HALLS MAY USE SHOT PINS FOR CONNECTION TO SLAB. SHOT PINS MUST BE 0.140" SHANK DIAMETER WITH 0.300" HEAD DIAMETER AND WASHER AND A MINIMUM OF 2.5" LONG. 5. ALL SILL PLATES MUST HAVE A MINIMUM OF ONE ANCHOR BOLT WITHIN 12" OF EACH END, OR TWO BOLTS BETWEEN HOLDOWN5. 6. A5 A REPAIR FOR MISPLACED OR M1551NO ANCHOR BOLTS 51MP50N 5/8"X7" WEDGE -ALL ANCHORS MAY BE USED. THE ANCHOR MUST BE EMBEDDED A MINIMUM OF 4.5" INTO THE CONCRETE WITH AN EDGE DISTANCE OF 2.5". INSTALL ANCHORS PER MANUFACTURES SPECIFICATIONS. N TY �iAL LUB R ORAD Z Z w 4 u Z ?- Q WJzph-wi �JWZfY -Pok 0oL <ow=�- w0() I. 2X, 4X BEAMS, HEADERS AND POSTS DF#2 OR BETTER. Q W Z = Z 3: O Z N tr- F-- Q W ui o► O l�w�-00� 14wV-1�J�1X 2. 6X BEAMS, HEADERS AND POSTS DF#I OR BETTER. Z dZ J Z O W W d wr-vw=d13 JULL �F-d� 3. 2X JOISTS AND RAFTERS DF#2 OR BETTER. Z = u- F- V 0 Z �_ W W OLu D l�~WZ=��d zzdd Z 4. 2X STUDS 10' MAX HEIGHT DF#3 OR BETTER. H a � O v Z p �O m �Q � WW I-WL1WWtTId��-dW w�NOz ddOv 5. 2X4 STUDS 14' NONBEARING DF#2 OR BETTER. o d Z u- Z d �j d Z[,_, zt-L1Q�vlLZ << uO2i10H §u��OLOJ..Udd 6. 2X6 STUDS 15' MAX HEIGHT STUD GRADE OR BETTER. 7. 2X6 STUDS 20' NONBEARING DF#2 OR BETTER. II j II 8. GLUE LAMINATED BEAMS 24F -V4 WITH 2000' RADIUS. Q. PARALLEL STRAND LUMBER (PSL) Fb=215100 P51 F\/=2q0 PSI E=2.OX10�6 P51 10. LAMINATED STRAND LUMBER (LVL) Fb=2800 P51 Fv=285 P51 E=1.8X106 P51 WHEN ATTACHING (2) LVL'S TOGETHER USE (4) 16d's ® 12" O.G. OR (3) ,n y 50525312 @ 24" O.G. WHEN ATTACHING (3) L\/L'5 TOGETHER USE SAME II Imo/ IIII u PATTER AS ABOVE, BOTH SIDES. �- z II. ROOF PLY TO BE 1/2" GDX (32/1(b) OR OSB STAGGER JOINTS 4 RUN III II PERPENDICULAR TO ROOF FRAMING. NAIL WITH 8d'5 6" O.G. @ EDGE5 AND BOUNDARY 12" O.G. FIELD UNO. 12. FLOOR PLY. TO BE 3/4" T/G (48/24) OR EQUIVALENT 055 STAGGER III II JOINTS 6 RUN PERPENDICULAR TO FLOOR FRAMING. GLUE AND FASTEN WITH 8d'5 O.G. @ EDGES AND BOUNDARY 12" O.G. FIELD UNO. TYF I SAL FRAK NO NOTES Lu _ 1. ALL HEADERS ® INTERIOR BEARING WALLS 4 EXTERIOR WALLS ARE 4X12 OR 6X8 UNO. 2. MULTIPLE 2X MEMBERS J0I5T5, HEADERS Lu AND BEAMS SHALL BE NAILED TOGETHER WITH 2 ROWS 16d'5 @ 12" O.G. III II \\ ��� 3. WHERE RAKED WALLS OCCUR ALL STUDS � 77 A SHALL BE BALLOON FRAMED TO BOTTOM CORD OF TRUSS, RAFTER, ROOF SHEATHING OR CEILING JOIST. LL 4. PROVIDE SOLID BLOCKING IN FLOOR CAVITY UNDER STRUCTURAL POSTS. PROVIDE MATCHING POSTS EXTENDING TO SUPPORTING BEAM OR FOUNDATION BELOW. 5. ALL METAL HARDWARE NOTED ON THE PLANS ARE PRODUCTS OF SIMPSON 5TRONG-TIE COMPANY, INC. OR EQUAL. 6. RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE. WHERE RAFTERS ARE NOT PARALLEL TO J015T5, RAFTERS SHALL BE TIED TO MIN. IX4 GROSS TIES AT 48" O.G. MAX. 7. WHERE GIRDER TRU55 OCCURS, PROVIDE FULL BEARING SUPPORT USING BUILT-UP 2X STUDS OR 4X POST, UNLESS NOTED OTHERWISE. 8. AT CALIFORNIA OVERFRAMING THE LOWER ROOF SHEATHING SHALL BE CONTINUOUS EXCEPT WHERE 22"X30" AGGE55 IS REQ'D. 151. ALL FASTENERS PENITRATING PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. KnMIT�d BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE a,4 E _0 (A' BY RANCHO ENO. JOB: 16-138 DRAWN BY: Rpf= GKD.BY: JPH DATE: Oli/08/16 REVISION: DRAWING NUMBER 51 V l� �- w UA S k Lu ■ � L � � OL tS� di W N O X OL IL . --e ks) A RANCHO ENO. JOB: 16-138 DRAWN BY: Rpf= GKD.BY: JPH DATE: Oli/08/16 REVISION: DRAWING NUMBER 51 ATTIC VENTILATION CALCULATION Lu DESC VALUE TOTAL ATTIC SPACE a22 SOFT TOTAL VENT REO'D (iso) 6.15 SOFT REO'D GABLE VENT a3oo) 5.1 SOFT REO'D SAVE VENT 015oo) 5.1 SOFT GABLE VENT SIZE 14X241N (16(o SOIN) QTY OF GABLE VENTS 0 I EYEBROW VENT SIZE 51N (50 501N) QTY OF EYEBROW VENTS 6 UPPER VENT PROVIDED 5.2 SOFT EAVE VENT SIZE 22X5.5 (46 SOIN) QTY OF SAVE VENTS 10 EAVE VENT PROVIDED 5.2 SOFT FLOOR FLAN 1/4"=1'-O" STANDARD 24" GABLE PROVIDE (10) 22X5.5 SAVE VENTS W/ Ya" OPENINGS OR EQUIVALENT, (6) EYEBROW VENTS AND I FULL SCREENED 14X24 GABLE VENTS FOR ATTIC, VENTILATION. J TO REMAIN a SHADED N .AGE FIRE DAMAGED _ H/ TI -11 SIDING NAILED .G. EDGE 12" O.G. FIELD X4" STUDS ® 16" O.G. H/ TOP PLATE 4 51NOLE '.F. BOTTOM PLATE FY Y2" 0 A'.B's a V O.G. 8 IN 10" OF ENDS OF zD5 FIRE DAMAGED :UGTURE AILED 8d 6/12 PERMIT # b - ��� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE COMPLIANCE DATE IO- a - [ N B� r N N4 u.1 U� �z JmH tu p��40w=(-�tlWpzpz ptuzT- t- wNpp �-zz2izdv:��-�oma�=O W w- �xo�<�0 a<wQwp > O1-WzzOzlLO-1 ozz<< zt-L0x 00z�pp Q Q oN�J=Lov Q�tup wuwzQ 4v (LQ�z"'H<z-�z z-wza z0< zn< <<> §po8�y�T§P-D�en<— o Z 6� I�p L N z ow w w LLJ In w V Lu v W Lu W < cl< D- 0 0 1LLM � Lm dJ 6� TLL C�� 0 < I�p L N z ow w w LLJ In w V � v W � ks r Lm 1� 1f Lu LL 11� V RANCHO ENC. JOB: 16-138 DRAWN BY: RPP GKD.BY: JPH DATE: Oq/08/16 REVISION: II DRAV41 NC NUMBER I. VERT BAR AT ALL I. INSIDE SLEEVE O z w p 4 w } J CORNERS AND BENDS. DIA. 15 PIPE DIA. +1" MIN. 1. 2X FRAMING OR N u J z J Q J END INTERSECTION POST AS REQUIRED SEE w z jy F- < N z p w Op N z = z F 2 p z 2. (2) VERT BARS AT END OF WALLS. 2. NO PENETRATION ALLOWED WITH IN PLANOHOLDOWN, Q O w ~ U I'-6" BOTTOM 1/5 OF FTG. 2. PLY. SEE PLAN FOR REQUIREMENTS. Ft H d tt�� ar z ar J jz O U- � _ > tU to = 4 4 d w w w 0 � O QLu I I I=1 1=1I I 5. DEEPEN FOOTING IF PIPE 15 TO RUN I 3. 2X WALL < t- z=- t- I- ff y Z_ a O p IiJ F' v w O z u- 4d (22 MIN) I II lil l I I BELOW BOTTOM OF D/5 FRAMING. IOU Wz=a _O-�=ZzQ �jz�-O� OVzRio QvpQ-am w w z OOTING. L/3 MIN. D MAX L=GLR. SPAN MIN. w� �- w p w N �. Oct)}-v-aw_=D-OzQ� Q aw_ $ F— r Q Q O v d `� olp + x 4. NO EXCAVATION ALLOWED BELOW 4. 2X FLOOR FRAMING, REFER TO MANUFACTURES Z ia` O N N ��a l z vaz t -z wz z p.. z t - p Q z O Q �jj OC Q w a0 + + + N \`� Q' I 16 I I THIS LINE. I N p 3D MAX. _ I La RECOMMENDATIONS FOR MANUFACTURED O 180 �`�� p N - DK I 1 5 5. 4" MIN BELOW N FLOOR JOIST TYP. 3 2'-O" MIN. BOT. OF FOUNDATION. La PRODUCTS. q0° q0° 1550 ANGLE 6 MIN. INSIDE MIN. INSIDE 6. 6" MIN COVER z D/4 BAR SIZE BEND (P "D" BAR 51ZE BEND "D" CORNER BELOW PIPE SLEEVE. p - � MAX. #3 - #g 6d #3 - #5 4d SINGLE CURTAIN PLAN SECTIONS ELEVATION SECTION 3 #q - #11 8d #6 - #8 6d ly #14 & #18 IOd TYPICAL STIRRUPS $ TIES 0.4 x DI STANDARD BAR HOOKS MAX. AND BEND5 FOR CONCRETE: DI LAP 50 BAR 0 OR 24" MIN. U.O.N I 6 FOR G.M.U.: U 1 LAP 48 BAR 0 U.O.N. 16ga MIN. TIE WIRE III it 11--I--U O TYP. HOOKS I$ BENDS I TYP. GONGRETE WALL 2 TYP. PIPE PENETRATION TYP. CORNER/NOTCHES/HOLF-S < r- � II 8 q < O 4 D- u ,� 3 —� ►— 2"MIN. 1. 2X BLOCKING AS REO'D FOR PLY I. ROOF PLY. I. ROOF PLY. EDGE NAILING. 2. ANCHOR BOLTS I 2. ROOF FRAMING. 2. JOIST PER II ll I it � z \\ vl 2"MIN. SEE PLAN. 3. DOUBLE 2X TOP 3. 2X BLOCKING W/ 5 3LFLAT OUTLOOKER (p 36" — PLATE WITH 4'-0" MIN (2) 8d TO RAFTER 0 EA. END O.G. < O SPLICE. (14) 16d 4. DOUBLE TOP 51NKER5 REQUIRED EACH SIDE 4. SIMPSON HI EA PLATES. 5. DOUBLE TOP SPLICE OR PLATE RAFTER. PLATES Z. 7 LOWER AND UPPER BREAK. REO'D 0 ALL 5. DOUBLE TOP 6 2X STUDS ® 16" O.G. r � V PLATE SPLICES MUST OCCUR WITH A MINIMUM EXT. AND INT. SHEAR WALL LINES. PLATES 7. 51DINO OR �p OF 4'-0" SEPARATION 4. HEADER SEE PLAN. 5 6. 2X STUDS 16" BRACED PANEL AS REQUIRED. uj 1 5. 2X STUDS (9 16" O.G. TYP. O.G. 8. EDGE NAILING 6. (2) TRIMMERS REO'D © OPENINGS 7. SHEAR PLY AS 6 q. RAFTER PER PLAN V O O 5 8'-O" OR LARGER. SEESHEAR WALL LJ O O 7. (2) KING STUDSSCHEDULE REO'D ®OPENINGS"'A FOR PLY. NAILING. 1- T- UA p m m 6 6'-0" OR LARGER. r < r- a. (2) SILLS REO'D © 8. EDGE NAILING �� OPENINGS 6'-O" OR L LARGER. q. 2X SILL PLATE -A [L O O < v m m P.T.D.F TYP I GAL NALL FRAM I NO SHEAR CONN. © EAYE 6 SHEAR OONN. CABLE END ■� v � N � O ESS, Q 66034 D P. 06/30/18 q� CIVILQ CF CALx RANCHO ENO. JOB: 16-138 DRAWN BY: RPP GKD.BY: JPH AT O' f/08/16 PERMIT #<;r�3,W BUTTE COUNTY DEVELOPMENT SERVICES I NO NUMBER REVIEWED FOR CODE COMPLIANCE, DATE �� �2' � ' P B �L _ - _------ - -- __ - _ .._- _ ---. - __ _ _ _ - __- �, �j�'Q. �' � ,-���3 ��� 3,0 -�