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Home My WebLink AboutB16-2861 029-134-015oneat>tinnu+wm . Butte County Department of Development Services PERMITyCENT.ER 7 County Center Drive, OroviIkj'CA 95965 Main Phone 530.538.7601;. Fax 530;53.8.7785 ,..:: ,K www.buttecountV:net/dds •.;ri PLEASEPRINT`GlIE +P..ROPERTY'•OWNER(INFORMAT.ION Name Last Name First N me State Zip �S LL Mail' n Address Email Cell o 29/ Class Fax city State Z' Phone Fax Email Cell - Email t Cell /Area: CONTRACTOR a 4 ,i._ Name Mailing Address City State Zip Phone Fax Email Cell License No. Class X ` ,ARCHITECT/ENGINEER= Name ? Mailing Address Address /Qu ALL City o a,9 State Zip . Phone ` Fax Email Phone Cell CA Stale License No. :;Z;1- APPocANT NO Last Name First Name ht /Qu ALL Mailing Addr s o a,9 CityState State Zi �s et a C.-4 JOB"VAUA TION f(Entervalue•otlabor fiiclud(ng* '' Phone Fax vrJD - 337 -2, Email Cell i ham+ ,'%APPLICANT SIGNATURE r<ANQ,QATE Date: Print 9p me: PERMIT NO:FORM NO e)I 6_a�6 1 DBP -1 structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click BIN NO: Name , APN Property Address Ak,4 City Location must not be in the city limits of Chico, ridle , Oroville or Paradise, http://gismaps.buttecounty.net/flexviewer/bcdatasearch/index.htmI WORKER'S.°C,OMPEySATION $ a.; Policy Number , Carrier If hiring other than a licensed contractor, a certificate of worker's compensation must be shown at the time of permit issuance structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click ' BLENDING AGENCY'` Name , Mailing Address City State Zip CR2IP,TION 'OR�S�tOPETOF.�INORK. y Mobile Home permits (other than installation, foundation, utilities & non-attached structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click Z below to see Manufactured Home Alterations and Permit Guidelines at: http://vww.hcd.ca.gov/codes/mho/HCD Phone: (916) 255-2501 Is this a Manufactured/Mobile Home (circle one) Yes /� , JOB"VAUA TION f(Entervalue•otlabor fiiclud(ng* '' non-contrected plus materials charge) •z Living Garage: /Area: Open Area: Covered Area: TOTAL SQ: . I- Structure Built without permits ri PropoSed''Change of Occupancy/Use -Note previous/current use below: 4- Zoning:"� Flood Zone: y( ;SRA: IYESU INC121 NPDES YES 0 NO ❑ Code Ent: YES 11 NO ❑ Legal Lot: YES O NO ❑ !Occupancy Type Construction r jPer m' ech: ; Date: fl 371 'When filed, this application d all supporting material becomess ject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted'on,the County's website for electronic access. Revised 7.20.2015 Page I of I. r Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 Building Permit Checklist Name: RUSSELL, RAY Location: 1282 BROADWAY ST, RICHVALE Assessor's Parcel Number: 029-134-015 Permit Number: B16-2861 1. 3 copies. site plan 2. 3 sets building plans 3. 1 set energy calcs (if applicable) 4. 1 set truss calcs (if applicable) 5. 1 set structural calcs (if applicable) 6. Intake Packet a. signed permit application b. owner builder (if applicable) c. notice to builders d. fee summary e. fire handout f. NPDES form g. data sheet h. PW Notification for 26-12 i. Hazardous Material Form (commercial) j. Accessibility Worksheet (commercial) k. Plan Check Sq Ftg Verification 7. Flood Certificates (if applicable) 8. 9. 10. Completed by: Date: Butte County Department of Development Services FORM NO. PERMIT CENTER :.DBP -43 7 County Center Drive, Oroville, CA 95965 r Main Phone 530.538.7601 Fax 530.538.7785 Nyyy11'.bltl.cconn ty.n el`t{ds r IMPORTANT! NOTICE TO PROPERTY OWNER Dear Property Owner: An application fora building permit has-been submitted>in:your4name listing-yourself+as�the builder of the property improvements specified at 4962 Alfie, , tkfa.:v it We are providing you with an Owner=Builder Acknowledgment and- Information Verification.-: Form to make you aware of your responsibilities and:possible.6sk you may incur by havvingvth s permit issued in yourname as the Owner -Builder:- We,will=n'ooeissue a,:building.permit::until�. you have read,. initialed your: understanding•of each- p.rovision;-signed and returned�thisr formao us at our official address :indicated: An agent..of;tlfe,:owner.cannot,executeathismotice unless you, the property owner, obtain the -prior approval of the•permittmg.authority: OWNER'S ACKNOWLEDGM•ENT:AND.Y .ERIFICATION:OF.INFORMATION DIREC770NS. Read and initial each statement below.to signifyAthat yow"understand onverify. this:. information. lid 1. I understand a frequent practice.of unlicensed,persons is -to have the property owner " obtain an "Owner -Builder" building,permi.t that erroneously implies thatrthe property;owner,is; providing his or her own.labor and material personally.1, as. an Owner -Builder, may beheld liable and subject to serious financial,risk'for.any injuries sustained by an unlicensed-persomand his or her employees while working -on my, property. My homeowner's insurancemay-not-provide: coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. N. I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. 9K_ 3. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. Rk 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. A K 5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. /U-6. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. (�J� 7. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures i does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. Revised 7.20.2015 Page 1 of 2 K 8. I understand as an Owner -Builder if I sell the property for which this permit is issued, I *may beheld liable for any financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. A f-9. I understand I may obtain more information regarding my obligations as an "employer" from the Internal: Revenue Service, the United -States Small rBusiness.Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I .also understand I may contact the California Contractors' State License Board (CSLB) at 1-800- 32 1 -CSLB (2752) or www.cslb.ca.gov for more.information about licensed:contractors. &A10. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity. at. the following, address: 1 7_5/ &A,1'1. I agree that,-as`the party legally and financially responsible for this'proposed construction activity, I will abide by all applicable laws and requirements that govern Owner - Builders as well as employers. i (Z�1'2: itagree-to notify.the.issuer of this form:immediately,of any'additions;;deletions,.or changes=to'aity of the information I -have provided on this form: Licensed "contractors are regulated by laws designed to protect the public. If you contract with someone who does not,have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may�sustain as a result of a complaint. Your only.remedy agains`t.unlicensed Contractors may be in civil court. It is also importanffor you to understan&that if an unlicensed-Contracior,or .. . i-„ employee of that individual or firm is injured while working on your property, you may. be:hgld liable'for`damages `If you obtain a permit as'Owner-Bi ildei'and wish'to' li WCoritractors,,you willbe responsible for verifying whether or not those' Contractors 'are propeily licensed.and the " status of their workers' compensation insurance coverage.- Before overage.Before a building permit can be issued, this form must be completed and signed by the property'owner and returned to the agency'responsible for issuing.the permit. Note. A copy of the property owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signatures Signature of property owner:. %Z vs ,LL 13y Date: Note: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. . AUTHORIZATION. OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner; the execution of which I understand is my personal responsibility, I hereby authorize"the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or.Description .of Work): Project Location or Address: Name of Authorized Agent: Address of Authorized Agent: Tel No: I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to .the agency is required to be presented when the permit is issued to verify the property owner's Signature. Property Owner's Signature: Date: Revised 7.20.2015 /ageof2 kk Butte County Department.of Public. Works Mq „ x DENNIS SCHMIDT, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Management Program s 7 County Center Drive t �., Oroville, CA 95965 (530) 538 7266 Telephone ®� (530) 538 7171 Fax _ '1 PUBLIC' WORKS National Pollutant Discharge Elimination System (NPDES) Phase II -Construction Storm Water Permit and Storm Water Pollution Prevention Plan'(SWPPP) Acknowledgment (LESS THAN MACRE] , r ,Reference Number: B16-2861 r Date: 12/27/2016 Location: 1282 BROADWAY ST i, By: JMD y Parcel Number: 029-134-015 Sub Type: SFD-CUSTOM/MODEL I ' - Owner Name: RUSSELL, RAY - Phone: 5308653372 ` Description: REPL SFD (672) COV (144) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction • Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with ' subsequent phases total more than one acre of disturbed soil will require a Construction. Storm , • - . Water Permit from the State of California�Regional Water Quality Board. •_' s Signed •/�� X -I i Date ... 12/27/2016 • Title . �% ; • . . _ �y t , * 4 • . i 1 r .. I+tl . r Y • - J' .a 1 • •• w+ - c' r ,. ' • t + � + OM1', Z , ; - • •i.• , • # E' = - Department of Development Services I 1. Y 7 County Center Drive ES Oroville, California 95965 'DEVEIOPME 0SERVIC Tim Snellings, Director Pete Calarco, Assistant Director T: 530.538.7601 Buttecounty.net/dds F: 530.538.7785 NOTICE TO BUILDERS** Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your pen -nit: - Make sure your application is complete. - Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit (per Butte County Code Chapter 26, Article 1, Section 263.1). A pen -nit may be renewed (for a fee) prior to expiration a maximum of two (2) times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this pen -nit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY** Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for pen -nit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. The current refund processing fee is $127.00. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at 11ttp://municil2alcodes.lexisnexis.com/codes/butteco/ "`When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Permit Number: B16-2861 Date: 12/27/2016 Parcel Number: 029-134-015 Location: 1282 BROADWAY ST, RICHVALE Phone: 5308653372 Owner Name: RUSSELL, RAY Description: REPL SFD (672) COV (144) Signature of Applicant: 16 Date: 12/27/2016 Department of Development Services 0 10 mai 7 County Center Drive Oroville, California 95965 DEVELOPMENT: SERVICES Tim Snellings, Director Pete Calarco, Assistant Director T: 530.538.7601 Buttecounty.net/dds F: 530.538.7785 PERMIT APPLICATION DATA SHEET Reference Number: B16-2861 Date: 12/27/2016 Location: 1282 BROADWAY ST By: JMD Parcel Number: 029-134-015 Sub Type: SFD-CUSTOM/MODEL Owner Name: RUSSELL, RAY Phone: 5308653372 Description: REPL SFD (672) COV (144) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. YES SEWER DISTRICTS ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 — 530.533.0740 ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 — 530.533.2000 ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 — 530.879.6700 PARKS & RECREATION DISTRICTS (form will be available after plans have been reviewed by building department) ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 — 530.895.4711 ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 — 530.345.1921 ❑ Feather River Recreaction & Park District, 1875 Feather River Blvd, Oroville CA 95965 — 530.533.2011 ❑ Paradise Parks & Recreation, 6626 Skyway Road, Paradise CA 95969 — 530.872.6393 SCHOOL DISTRICTS (form will be available after plans have been reviewed by building_ department) ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 — 530.868.1281 ❑ Chico Unified School District, 1163 East 7th Street, Chico CA 95926 — 530.891.3006 ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 — 530.895.4675 ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 — 530.846.4723 ❑ Marysville School District, 1919 B Street, Marysville CA 95901 — 530.741.6000 ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 — 530.532.3000 ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 — 530.538.2300 Ext: 105 ❑ 'Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 — 530.872.6400 OTHER Recorded copy of Agricultural Acknowledgment Statement - See Attached Instructions ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 — 530.868.5447 ❑ FEMA Flood Elevation Certificate (required within 48 hours or permit will be placed on hold until received) ❑ Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Applicant: Date: ' 12/27/2016 Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 RUSSELL, RAY RE: 029-134-015 Permit No: B16-2861 To meet the requirements of Butte County Code Section 26-12 (available on line at http://municipalcodes.lexisnexis.com/codes/butteco ), one or more of the following may be required before a building permit can be issued for the above referenced project. The construction of curbs, gutters, sidewalks or walkways, public roads, proper access from public roads, and drainage facilities; Dedication of any necessary rights of way; and For commercial or industrial uses or for multiple living uses having three (3) or more living units per parcel, the construction of an enclosure for containers used to hold solid waste and/or recyclable materials for collection. Requirements prior to issuance of building permit: Submit sufficient information to the Land Development Division of the Public Works Department, 7 County Center Drive, Oroville, CA 95965, that demonstrates compliance with County Code Section 26 -12. If construction plans and/or engineering analysis are required, submit information in duplicate in accordance with County Improvement Standards (available on line at http://www.buttecounty.net/publicworks/divisions/landdevelopment/impstd.html ) with a minimum plan checking deposit of $690.40. , Important Note: If improvements in compliance with County Code Section 26 12 are required, any construction plans and/or engineering analysis must be reviewed and approved by the Land Development Division of the Public Works Department prior to construction of the improvements and the required improvements must be constructed, bonded, or guaranteed with a deposit of an in lieu fee prior to issuance of this building permit. The process can require significant time and must be completed prior to issuance of the building permit. If you have any questions, please contact the Land Development Division at (530) 538 7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. I have read and understand the above requirements: Signature: 4Z4�r4 /-I Date: 12/27/2016 Butte County Fire Department Fire Prevention Bureau Residential Building Requirements 176 Nelson Ave, Oroville, CA 95965 530.538.7888, 530.538.2105 Fax 530.538.6226 Inspection Line Permit Number: B16-2861 Date: 12/27/2016 Location: 1282 BROADWAY ST By: JMD Parcel. Number: 029-134-015 Sub Type: SFD-CUSTOM/MODEL Owner Name: RUSSELL, RAY Phone: Description: 1282 BROADWAY STREET To meet the requirements of Government Code section 51182, Butte County Fire department requires a pre -construction inspection to provide the below building and site requirements to the property owner. ' Your property is located within the Butte County Fire Departments response area and must meet the below requirements: ❑ Public Resources Code 4290 (emergency access, signing/addressing, fuel modification standards) 0 Public Resources Code 4291 (defensible space) ❑ California Fire Code LPG tank protection ❑ Butte County Improvement Standards Requirements prior to scheduling the pre inspection: Full plan submittal to Butte County Development Services Building Division To request an inspection call 530.538.6226; this is Fire Prevention Bureau's recorded inspection line; you will need the information at the top of this page. Inspection request that come through any other phone numbers will cause a delay in processing your permit. For the pre inspections, the property owner or authorized agent (contractor) is required to meet the inspector at the construction site. I have read and understand the above pre inspection requirements. Signature: Date: 12/27/2016 Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 PLAN CHECK SQUARE FOOTAGE VERIFICATION Permit Number: B16-2861 Owner's Name: RUSSELL, RAY Assessor's Parcel Number: 029-134-015 Date of Application: 12/27/2016 Square Footage Verification No Change: _X� NOTES: Verified By: WeK Date: "2-Zt-7 (Plan Check Signature) Confirmed TRAKiT Updated by: Date: At Application: Change To: Living Area 672 Garage Area 0 Covereil Area 144 Open Area 0 Other 0 No Change: _X� NOTES: Verified By: WeK Date: "2-Zt-7 (Plan Check Signature) Confirmed TRAKiT Updated by: Date: l Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR I 7 County Center Drive Oroville, CA 95965 530.538.7601 Office 530.538.7785 Fax www.buttecounty.net www.buttegeneralplan.net February 7, 2017 RUSSELL, RAY PO BOX 281 RICHVALE, CA- 95974. -: . . BUTTE COUNTY FEB 2 8 20171 DEVELOPMENT' SERVICES y Assessor Parcel Number: 029-134-015 Building Permit Number: B16-2861 Plan Check Description: REPL SFD (672) COV (144). DEVE LO?MENT"SERVICES Occupancy Classification: R-3 Construction Type: V -B Stories: Fire Sprinklers: Yes 4� Building Total Area: R-3 @ 672 8L Covered Area:, 144 sf Thank you for submittn "erinits�for :our buildding� ,r.9ject` Theme `e'in�it documents have been reviewed and .. P Yz4 tig P„ car 1, P may;; comments are listed below'�,Please respond in wrrt1ii to'each comment. Complete and clear responses will 1 v expedite the re -check and'`aproval of,tls project. Please provide two revised plan sets with your response. V L1�L1 V-]L•V,lJ1Y-11VJ�,,,LV 1'J. �F 2 "v•" '1 � -' KA Please provide a Code'Analysis for.this building ofi the cover sheet of the plans. Please provide a complete Scope of Work o ) the cover sheet of the plans. NON-STRUCTURALC:OMMENTS: VX 2013 CRC Section R31.3'2,One- and two-family dwellings automatic fire systems. An automatic residential fire sprinkler system shall 'be installed in one- and two- family divellings. Exception: An automatic residential fire sprinkler system shall not be required for additions or alterations to.existing buildings that are not already provided with an automatic residential sprinkler system. A permit application and plans shall be required to " be submitted prior to four building categories (rough frame) inspection. 515)E- /10 a 1--F 2- 4-1 2013 CRC Section R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section R313.3 or NFPA 13D. `6E- NoM tt ) 6/i 'a-) `P Please specify the ground immediately adjacent to the foundation shall be sloped away from the'l'iuilding at•a slope of not less than 6 -inches within the first 10 -feet (5% slope). 2013 CRC Section R401.3. .. o Please provide and show on the plans the location of the required Carbon Monoxide alarm(s). Locate in the hallway, in the immediate vicinity of:the bedrooms. .2013 CRC Section R315. r S PE"� )`Loo r2 ]P L-,jn,,,t -) SY4--7— -*- ,2 Please provide and show on the plans the location of the required Smoke Alarm(s). Locate in the hallway, in the immediate vicinity of the bedrooms. 2013 CRC Section R314. ` Please provide a bathroom fan complying with tli`e"requirements of 2013 CGBC Section 4.506. Please ad this note to the plans. The bathroom exhaust fan shall.be controlled with humidistat control capable of adjustment P -J between a relative humidity range of 50% to"80%. Receptacles shall be installed so that n6pomt measured horizontally along the floor line in any wall space is more than 6 -feet from a receptacle. Any wall space 2 -feet or mortem width and unbroken along the floor line by doorways and similar openings shall have a receptacle. 20J-'3!GEC Art. 210.52 (A). Please review all wall y' rece taclelocations: �� e_o W_IOL-,--"ka" .i=''r- Z P ,S., 101W 'k' t/Countertop receptacles in the kitchen and dining rc 2" or wider. Receptacle outlets shall be installed measured horizontally from a receptacle outlet�paJ t-1P•rT, Please clearly note and show that the required "Rai and gable end walls in the attic. California Energy �s shall be installed at each wall counter space that is At no point along the wall line is more than 24" 2013 CEC Art 210 52 (C) (1), -' 7Z- .it .it Barrier.%ais also to be installed on all vertical surfaces 01missonaCertificate of Compliance, form CF -1R. y/Please clearly show the luminary fixture'th.,pe or control type'complying with xhe mandatory energy lighting requirements throughout. Refer to the �,MandatryYMeasures forResidential Lighting Measures attached to the California Energy Commission, Mand ory Measures, form MV1R. ' F w1 n s l�lU^ (�� If heating and air condit� components` w lel be installed .inthe attic area please provide and show minimum required clearances (Not less than 30" fi'bdepth, width and height) for the attic inounted furnace or air handler within. the manufactured itrbss systeM per 2013 CMC'Section 904.10. Refer to the truss. calculations for the truss'U.eb desi, lateral brae i &requirements, and truss chord loading acceptable for air. air-handler/fiu-nace unit - he,mechanrcahunit loading and clearance requirements must be accounted for in the design of the trusses S�-tea"•/�0 T-L� SS e 1LG c ,v `reds V , Please povide attic vent latson calculations on tie -plans. 2013 CRC Section R806.2 and R408.1. Each specific ye.ntilation product�has a listed�netafree ventilating area "NFVA". Please refer to this NFVA when calculating. ': e attic and under,ffl- oor venfilation. Cok..j re -14 i s �-F R r�,Lc J m•0.-' 'y H--1- " 2-rZe>e> f n5 �d(�R'i•.;. Please provide a:k plan that is implemented to manage storm water drainage during construction. 2013 CalGreen Section 010.6.2. (Sliow'on the Site plan the proposed design.)'. x. y Specify Water Heater gassupply pipe sized to serve a 200000 BTU appliance, provide a 120V receptacle , within 3'of the unit, A category III or IV vent, or a Type'B vent with straight pipe between the outside termination and the space where the water heater is installed. In accordance with CEnC Sec. l 50.0(n),I 5 NOTA ^Z 5+•t-17- 33-.Z Ior Interior Moisture Control; please specify a 6411 polyethylene vapor retarder with joints lapped not- less than 6 inches between the base course or sub grade acid the doncrete floor slat -per 2013 CRC Section R506.2.3 (Dwelling and garage slabs.) and'a "Capillary Break". rJ� t�l7OpO, s 2CalGreen Section 4.505.2.1:.Capillary Break: A capillary breaashall be installed -in compliance with at least one of the following: /1. A 4 -inch thick base of 1/2 inch or larger clean aggregate shall be provided with a vapor barrier in-tlirect 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: es -- I 2.' Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 'STRUCTURAL COMMENTS: Please specify 3"x3"x0.229" thick anchor bolt plate washers. The hole in the plate washer is permitted to be diagonally slotted with a width of up to 3/16 inch larger than the bolt diameter and a slot length not to exceed 1 3/4 inclres, provided a standard cut washer is placed between the plate washer and the nut. 2013 CRC 602.--A-- Expansive soils are known to occur in the vicinity of the proposed-.building site. Please provide documentation from a registered design professional verifyin ,`iM'soils have been investigated and foundations have been designed appropriately. Please showaafor mitigation of expansive soils on the plans. ............_.__..�"`�Q -, - - The Department of Development Services is currently,ope to the ublic from 8:00 am to 3:00 in. If you wish to discuss these plan check comments, please call during qur business hours or'contact us by e-mail at the address below. Permit status can be tracked by logging on oThttD://www.buttecoulitv.Ti, dds and clicking Building Permits Status. r An, � n, Adam Kingsley Y LY y� � Philo' unt, P.E. Plans Examiner Plan Cl e�ckEngineer 530.538.2875 530 538.2130A- akingsley a,buttecounty.net .fig �" huni butt�`ecoun. net p;@ ,�' izn kkt • t r` <iry-�•�\�.1 ` y�,.t_}}�T a r' • r.. p • C. _ y APPLIED TESTING CONSULTANTS MATERIALS TESTING, ENGINEERING AND INSPECTION client: Russel Ray • 11 1.1111 Project: Ray Residence • I 1 I 11 Contact: Russel Ray • 1 1 /1 Soil description: 1 11 1 1 1 11 Sample location: 1282 Broadway Street, Richvale CA 95974 Sample taken by: Client Depth of sample: N/S Moisture determination Gross wet wt: 251.3 Start: Gross dry wt: 219.3 BUTTE 2 Pan wt: 82.5 1 1 11 COUNTY 3 ' Net dry wt: 1`36.8 4 Moisture Loss: FEB 2 8 2017 5 Moisture content: �_]M 6 Density determination DEVELOPMENT 7 Wt of soil & ring: 504.6 SERVICES 8 Tare of ring: 199.0. ` f3 % �- a �V / 9 Net compacted soil wt: 305.6 10 Dry Density, pcf: 75.1 11 Saturation determination 12 Volume of solids: 0.445 13 Volume of water: 0.282 14 Volume of air: 0.273 15 Degree of saturation: 50.7% 16 17 Gross final wet wt: 360.1 18 Gross final dry wt: 281.6 19 Final moisture loss: 78.5 20 Final net dry wt: 199.1 Final: Date: 14 -Feb -17 Tech: Dietrich Final moisture content: 39.4% Expansion Index: 32 This test was performed per ASTM. 4829-88 c. ' . Reviewed by: BUTTE COL;N' " BUILDING DIVISION APPROV 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 9 Telephone: (530) 891-6625 9 Facsimile: (530) 891-4243 � • 11 1.1111 • I 1 /1 1 • I 1 I 11 1 1 11 • 1 1 /1 1 11 1 1 1 11 1 11 1 1 11 Final moisture content: 39.4% Expansion Index: 32 This test was performed per ASTM. 4829-88 c. ' . Reviewed by: BUTTE COL;N' " BUILDING DIVISION APPROV 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 9 Telephone: (530) 891-6625 9 Facsimile: (530) 891-4243 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Russ Ray House Calculation DatefTime: 15:51, Thu, Dec 22, 2016 Calculation Description: Title 24 Analysis Input File Name: McWhirterl8.ribdx BUM ✓ COUNTY CF1 R -PRF -01 ' DEC 2 9 2016 Pagel of 8 nrunr nna scorn GENERAL INFORMATION 01 SERVICES 01 Project Name Russ Ray House 03 This building incorporates one or more Speciil Fe`aiuies shown below - a � e �-' •--�. .�-� n awl ,i-+ai, x A *wv.. � f'�. 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ft2-yr) 03 Project Location 1282 Broadway Street Compliance Margin Percent Improvement 04 City Richvale, CA 05 Standards Version Compliance 2015 06 Zip Code 95974 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) 180 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 672 15 Number of Zones 1 16 Slab Area (ft2) 672 17 Number of Stories 1 18 Addition Cond. Floor Area N/A 19 Natural Gas Available Yes 20 Addition Slab Area (ft2) N/A 21 Glazing Percentage (%) 18.6% COMPLIANCE RESULTS _ 01 Building Complies with Computer Performancei"* 02 �'^ �i This building incorporates fea�tures�that require field tes3inO4and/or;verifica;tioniby a+1 certified HERS ratie Erund`eritrkethe supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Speciil Fe`aiuies shown below - a � e �-' •--�. .�-� n awl ,i-+ai, x A *wv.. � f'�. 06 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR/� Registration Number: 216-No471077B-000000000-0000 Registration Date/Time: Qf02� ELOM PLII oCEE CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-031120WF3 2-t - t ? BY at: 2016-12-22 15:51:56 f7( - 0'�PL� ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 22.15 25.62 -3.47 -15.7% Space Cooling 65.63 74.23 -8.60 -13.1% IAQ Ventilation 1.50 1.50 .00 0.0% Water Heating 30.33 17.84 12.49 41.2% Photovoltaic Offset ---- .00 .00 ---- Compliance Energy Total 119.61 119.19 .42 0.4% PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR/� Registration Number: 216-No471077B-000000000-0000 Registration Date/Time: Qf02� ELOM PLII oCEE CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-031120WF3 2-t - t ? BY at: 2016-12-22 15:51:56 f7( - 0'�PL� CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Russ Ray House Calculation DatefTime: 15:51, Thu, Dec 22, 2016 Page 2 of 8 Calculation Description: Title 24 Analysis Input File Name: McWhirterl8.ribdx REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. Window overhangs and/or fins HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified EER • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing r . Domestic Hot Water System Verifications: • -- None -- ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy �us`e'componentsRincl6ded in the performance cornplia`hce app•'roacch for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not -regulated by Title 24, Part,6jsuch a5_domestic appliances"and consum`erelecVonics)"and accounting for the annual TDV energy offset by an on-site renewable energy system. kReference�Energy Use, AA Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2-yr)* '-A, t205.42'-- b Y 205.00 .42 0.2% • includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor.Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Russ Ray House 672 1 1 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Zone 1 Conditioned System -11 672 8 DHW Sys 1 Registration Number: 216-N0471077B-000000000-0000 Registration Date/Time: 2016-12-22 15:59:34 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-12-22 15:51:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Russ Ray House Calculation DatefTime: 15:51, Thu, Dec 22, 2016 Calculation Description: Title 24 Analysis Input File Name: McWhirterl8.ribdx CF1 R -PRF -01 Page 3 of 8 OPAQUE SURFACES _ - 01 02 03 04 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Front/S Zone 1 R-13 Wall 180 Front 192 60 90 Left/W Zone 1 R-13 Wall 270 Left 224 20 90 Back/N Zone 1 R-13 Wall 0 Back 192 36.699600000000004 90 Right/E Zone 1 R-13 Wall 90 Right 224 40 90 Roof Zone 1 R-38 Roof Attic RB 0.32 0.25 672 5040 Window ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise Roof Reflectance . Roof Emittance Radiant Barrier Cool Roof Attic Zone 1 Attic RoofZone 1 Ventilated 4 0.1 0.85 Yes No WINDOWS _ - 01 02 03 04 Name 01 02 034 w 04`x y 0506 Front/S X07 08 09 10 Name Type Vtk)W Surface (Orientation -Azimuth) Width � § (ft) Height J MulYi'dlij 18 l er Area r, (ft) U -factor SHGC Exterior Shading 4050 Window FronUS'(Front180)"( "*3` 40 yC 5'A 'Ll�_- X20.0 0.32 0.25 Insect Screen (default) 40502 Window Front/S (Front -180) 4.0 5.0 1 20.0 0.32 0.25 Insect Screen (default) 4036 Window Left/W (Left -270) ---- ---- 1 14.0 0.32 0.25 Insect Screen (default) 3020 Window Left/W (Leh -270) ---- ---- 1 6.0 0.32 0.25 Insect Screen (default) 5040 Window Back/N (Back -0) 5.0 4.0 1 20.0 0.32 0.25 Insect Screen (default) DR GL Window Back/N (Back -0) 1.8 2.8 1.004 5.2 0.53 0.65 Insect Screen (default) 50402 Window Right/E (Right -90) ---- 1 20.0 0.32 0.25 Insect Screen (default) 50403 Window Right/E (Right -90) ---- 1 20.0 0.32 0.25 Insect Screen (default) DOORS 01 02 03 04 Name Side of Building Area (ft) U -factor Door Front/S 20.0 0.50 Door 2 Back/N 11.5 0.50 Registration Number: 216-N0471077B-000000000-0000 Registration Date/Time: 2016-12-22 15:59:34 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-12-22 15:51:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Russ Ray House Calculation Description: Title 24 Analysis Calculation Daterl ime: 15:51, Thu, Dec 22, 2016 Input File Name: McWhirterl8.ribdx CF1 R -PRF -01 Page 4 of 8 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up 4050 8 0.7 8 6 0 0 0 0 0 0 0 0 0 40502 8 0.7 6 8 0 0 0 0 0 0 0 0 0 5040 2 0.7 2 2 0 0 0 0 0 0 0 0 0 DR GL 2 1 2 2 0 0 0 0 0 0 1 0 1 0 0 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 ` Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers Cavity/ Frame: no insul, 12X4 Top Chrd - 2x4 Top Chord of Roof Truss CM 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) '�53 .� lrpj- Inside Finish: Gypsum Board Cavity/Frame: R -13/2x4 R-13 Wall Exterior Walls Wood Framed.Wall 2x4 @ 16 R 13 0.101 Exterior Finish:3 Coat Stucco ` t::C. ..1 '- '� J! 4 E R S P R 0 � 1 D j� �/ R Inside :.Gy Board Ceilings (below /Fra -9.7 Cavity/Frame: R-9.1 /2x4 R-38 Roof Attic RB attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 Over Ceiling. Joists: R-28.9 insul. SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Heated Slab -on -Grade Zone 1 672 104 None 0.8 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (Qll) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required Registration Number: 216-N0471077B-000000000-0000 Registration Date/Time: 2016-12-22 15:59:34 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFSR-03112016-433 Report Generated at: 2016-12-22 15:51:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Russ Ray House Calculation Date/Time: 15:51, Thu, Dec 22, 2016 Calculation Description: Title 24 Analysis Input File Name: McWhirterl8.ribdx CF1 R -PRF -01 Page 5 of 8 WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 - 1/1 DHW Standard DHW Heater 1 1 .0% WATER HEATERS .01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Natural Gas Small Instantaneous 0 0.8 195000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION ` 01 02 03 04 05 06 07 Name -� `, Pipe Insulation _ Parallel Piping Compact Point -of Use Recirculation Control Central DHW Distribution DHW Sys 1 - 1/1 -+ �, = � ' 11 7�� 1 � �-D-iistribution{ 4. [ vee-••, ,.%�� HVAC Fan 1 Air Distribution System 1 . - it 3t 11i IF 1i Ir--' 1 51 11 !N it it 11 1t SPACE CONDITIONING SYSTEMS 1 ' .� ^' `. Lt==* V U U tt�17 U U U 01 "-4 02 H F -I - 03> R j V I '_644 F R 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name System -11 Other Heating and Cooling System Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 HVAC - HEATING UNIT TYPES ` 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 92 AFUE Registration Number: 216-N0471077B-000000000-0000 Registration Date/Time: 2016-12-22 15:59:34 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-12-22 15:51:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Russ Ray House Calculation DatelTime: 15:51, Thu, Dec 22, 2016 Calculation Description: Title 24 Analysis Input File'Name: McWhirterl8.ribdx CF1 R -PRF -01 Page 6 of 8 HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 Name System Type Efficiency EER SEER Zonally Controlled Multi -speed Compressor HERS Verification Cooling Component 1 SplitAirCond 12.2 14 Not Zonal Single Speed Cooling Component 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 Cooling Component 1 -hers -cool Required 350 Required Not Required Not Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name - Type - Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Air Distribution System 1 * t `--DuctsAttic Sealed and,tested 1! � lI 1 1 Air Distribution System � 8 Attic None 1 -hers -dist L��1 =n\ 104 '1 F. A lief Il 11 T. IJ . I€ 1[ II It II JI ?I 11 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 ' n r-03 __�O t001 'V OS i i 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1 -hers -dist Required 6.0 Not Required Not Required Not Required Not Required --- HVAC-FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan HVAC FAN.SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1 -hers -fan Required 0.58 Registration Number: 216-1404710776.000000000-0000 Registration Date/Time: 2016-12-22 15:59:34 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-12-22 15:51:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD ) r CF1 R -PRF -01 Project Name: Russ Ray House Calculation Date/Time: 15:51, Thu, Dec 22, 2016 Page 7 of 8 Calculation Description: Title 24 Analysis .Input File Name: MCWhirterl8.ribdx IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit" _ IAQ CFM Y IAQ Watts/CFM IAQ Fan Type . IAQ Recovery Effectiveness(%) HERS Verification. , • SFamIAQVentRpt• 21.72 0.25. 'Default '0 Required .r .f , 1!• •j f.M -. a- i �_.-,sw�f. .rCE �7i n�T •♦. • i a .. V Rt 4. l._r�r - 'r - e �•' Y r _ � a �y " '. .. � -. 'l. .�Y _' 'fin .. � a Registration Number: 216-N0471077B-000000000-0000 r Registration Date/Time: L" 2016-12-22 15:59:34 HERS Provider: CaICERTS inc. ' - CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - 61R-03112016-433 Report Generated at: 2016-12-22 15:51:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Russ Ray House Calculation Description: Title 24 Analysis Calculation Date/Time: 15:51, Thu, Dec 22, 2016 Input File Name: McWhirterl8.ribdx CF1 R -PRF -01 Page 8 of 8 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: �x r1,r) ////� Anna 1VaUace Donna Wallace Company: Signature Date: Donna K. Wallace 2016-12-22 15:58:50 Address: CEA/HERS Certification Identification (If applicable): 399 E. 9th Ave. City/State/Zip: Phone: Chico, CA 95926 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. _ 3. The building design features or system desip features Identified -on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications_ submitted to -the enforcement,agency,.for approval; with_this_building permit application. Responsible Designer Name: f' L PQ1 1 L It 'Reesponsiible Designer Signature: Joy McWhirter Company: H E R S P Date Signed: � R 0 designs by Joy 6_'12-22 15:59:34 Address: License: 776 Portal DR n/a City/State/Zip: _ Phone: Chico, CA 95973 530-899-8278 Digitally signed by CaICERTS. 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-N0471077B-000000000-0000 Registration Date/Time: 2016-12-22 15:59:34 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 HERS Provider: CaICERTS inc. Report Generated at: 2016-12-22 15:51:56 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 aDDly. 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. §I 10.6(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 ]0-11l(a). § 110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. § 110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. § 110 8(i): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF I 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 §150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §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. §150.0(g)l: In Climate Zones 14 and 16 a Class lI vapor retarder shall be installed on the conditioned space side of all insulation in all exterior walls, vented attics and unvented attics with air -permeable insulation. §150.0(g)2: 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 lI vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of § 150.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). § 150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of § 110.8 150.0 § (q)' Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U- factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: § 150.0(e)]A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. ' § 150.0(e)] B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or a combustion -air control device. § 150.0(e)IC: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. §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. § l 10.3(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 §I 10.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- § 110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. §150.0(h)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 thennostats that meet the setback requirements of § 110.2(c). §150.00)1 A: 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)] 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. § 150.00)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary § I50.00)2C: Pipe for cooling system lines shall be insulated as specified in § I50.00)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 11 vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class 11 vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the §150.0(n)l: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 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 :nner core of flexible ducts are mechanically fastened. Openings shall be sealed §I50.0(m)1: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, 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 § I50.0(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)] 2: 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 § I50.0(m)13: space conditioning system must also demonstrate airflow_ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy 5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, § I50.0(m)15: an airflow from the dwelling, through the air handler -fan and delivered to the dwelling, of 2! 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of § 150.0(0): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. § 150.0(o)IA: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: . Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency § 110.4(a): Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a perrnanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary § 110.4(b)1: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines, or built-up connections for future solar heating. § 110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro - rammed 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. §I50.0(k)IA: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable. §150.0(k)1B: 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)] C: § 130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. § 150.0(k)] D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no §I50.0(k)]E: 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). § I50.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. § 150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. § 150.0(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 § I50.0(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 §15010(k)2. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of § I50.0(k) if: it § 150.0(k)2H: functions as a vacancy sensor according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in § 150.0(k)2. § 150.0(k)2I: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in §150.0(k)2. § 150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. - Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only § 150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. § 150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. § 150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. § 150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. §150.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing § 150.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with §150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and § I50.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Measures Summary a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with § 110.9; meets the Installation Certification requirements in § 130.4; meets the requirements for an EMCS in §130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the § 150.0(k)9B: following requirements: i. Shall comply with § 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 § I50.0(k)9B or 150.0(k)9D shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § 150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. §150.0(k)10: Internally illuminated address signs shall comply with §140.8; or shall consume no more than 5 watts of power as determined according to § 130.0(c). § 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)l: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January I, 2014, shall comply with the requirements of § 110.10(b) through 110.10(e). §I 10.10(a)2: Low-rise multi -family buildings shall comply with the requirements of §I 10.10(b) through §110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for §I 10.10(b)1: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. § 110.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice § 110.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. § 110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit § 110.10(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating system. § 110.10(d): A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) shall be provided to the occupant. §I 10.10(e)1: 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 § l 10.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric'. HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Russ Ray House Date 12/22/2016 System Name System -1 Floor Area 672 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING CFM Sensible Total Room Loads 371 7,743 Return Vented Lighting 0 Return Air Ducts 384 Return Fan 0 Ventilation F 0 0 Supply Fan 0 Supply Air Ducts 1 384 TOTAL SYSTEM LOAD 1 8,511 PEAK COIL HTG. PEAK Heating System Latent CFM Sensible Output per Sy stem 36,800 345 211 10,463 Total Output Btuh .36,800 Output Btuhls ft 54.8 527 Cooling System 0 Output per System 24,000 0 0 0 Total Output Btuh 24,000 345 0 Total Output Tons 2.0 527 Total Output Btuhls ft 35.7 Total Output s ft/Ton 336.0 11,516 Air System CFM per System 800 HVAC EQUIPMENT SELECTION Airflow cfm 800 Split System 17,124 3,911 36,800 Airflow cfm/s ft 1.19 Airflow cfm/Ton 400.0 Outside Air % 0-0% Total Adjusted System Output 17,124 3,911 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM 36,800 Outside Air cfmis ft 0.00 Note: values above given at ARI conditions Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 25 OF 67 OF 0' Outside Air 0 cfm Supply Fan 800 cfm 67 OF 67 OF 115 OF Heating Coil 114 OF ROOM 68 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 104172 OF 75 / 62 OF 75162 OF 55 / 54 OF Outside Air 0 cfm Supply Fan Cooling Coil 55 / 54 OF 800 cfm M46.3 % ROOM 75 / 62 OF 75/61 OF EnergyPro 6. by EnergySoft User Number: 4997 ID: Page 13 of 13 est n Truss Take -off Design & Sales "'&rsistance Monte Call - 793 Camellia Dr (530) 877.4732 Office Paradise, CA 95969 (530) 871.4732 FAX TRUSS ENGINEERING Ray Residence 12/14/2016 MiTek Industries (800) 772 5351 BUTTE COUNTY DEC 2 9 2016 DEVELOPMENT SERVICES I � 1 FA L (:,:F_ Cd--5�T ICC RESEARCH REPORT NO. ESR — 1311 & ESR -1988 IN STRICT ACCORDANCE WITH U.B.C, I.B.C, I.R.C., C.B.C. ANSI NATIONAL STANDARDS, LATEST REVISION INSPECTED BY: ENGINEERED BY.: NATIONAL INSPECTION ASSOCIATION INC. MITEK USA INC. Quality Systems Management / National Testing 250 KLUG CIR P.O. Box 3426 Corona, CA 92880 Gillette, WY 82717-3426 (951) 245-9525 Office & Fax (307) 685-6331 (951) 273-0040 fax JOB NAME Ray residence 171047 LOCATION: Richvale CA CUSTOMER: Russ Ray 1045 Twin View Blvd. BUTTE. Redding, CA 96003 (530) 244-6335 FEB 2 8 2017 (530) 244-1890 fax err VIeE TRUSS ENGINEERING PACKAGE ICC RESEARCH REPORT NO. ESR — 1311 & ESR -1988 IN STRICT ACCORDANCE WITH U.B.C, I.B.C, I.R.C., C.B.C. ANSI NATIONAL STANDARDS, LATEST REVISION INSPECTED BY: ENGINEERED BY.: NATIONAL INSPECTION ASSOCIATION INC. MITEK USA INC. Quality Systems Management / National Testing 250 KLUG CIR P.O. Box 3426 Corona, CA 92880 Gillette, WY 82717-3426 (951) 245-9525 Office & Fax (307) 685-6331 (951) 273-0040 fax JOB NAME Ray residence 171047 LOCATION: Richvale CA CUSTOMER: Russ Ray r MiTek MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 171047 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Meeks Building Center. Pages or sheets covered by this seal: K2887458 thru K2887462 My license renewal date for the state of California is June 30, 2018. ,?,(0)F ESSlp,�, Ritz e Fy - � 0 56332 M * EXP. 6/30/2018 * - sT lT 7�RP� - F February 23,2017 Baxter, David IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. r r Job (Truss (Truss Type Qty Pty U-1, 171047 Al GABLE 2 1 K2887458 Job Reference (optional) meeks lumber, redding 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Feb 23 17:10:26 2017 Page 1 ID:k?OpVli uj_SYDnGAbgKZNy943N-3rxKBRLdagsW8XRK3SE7HAArOZHN oBMvtD8uZziBeR W. e 2-0-0 6-2-12 5-0-10 54-10 5-0-10 5-0-10 0- - 2 6-0.0 2-0-0 ^N^ii r+f 1 d Scale = 1:60.9 4.00 12 3x4 7 3x4 = 32 31 30 29 28 27 26 60 25 24 23 22 21 20 19 18 17 16 15 14 13 - 3x6 = 3x4 = - 3x4 = 4x8 = 28-0-0 7-3-11 20-242 224-10 2C.8-5 7-9-0 34A-0 ' 7-3-11 12.11.1 2-1-14 4-3-11 -0-15 60-0 0-2-12 Plate Offsets (X.Y)— 17:0-2-O.Edge), [11:0-3-6.Edg-ej, [11:0-9-6.0-1-61. (48:0-1-13.0-0-121. [50:0-1-13.0-0-12] - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0" Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 13-58 >999 240 MT20 220/195 TCDL 11.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.04 13-58 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Hori(TL) 0.01 13 n/a n/a BCDL _ 10.0 Code IBC2012rrP12007 Matrix -MS Weight: 205 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No -1 &Blf G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 OF No.1&Btr G OTHERS 2x4 OF No.1&Btr G. REACTIONS. All bearings 28-0-0 except (jt=length) 11=0-3-8. (lb) - Max Horz 2=-53(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 2, 16, 13, 11, 31, 29, 26, 22, 14 Max Grav All reactions 250 Ib or less at joint(s) 21, 20, 32, 31, 30, 28, 27, 26, 25, 24, 19, 18, 17, 15, 14 except2=395(LC 1), 16=381 (LC 18), 13=585(LC 1), 11=419(LC 1), 29=346(LC 1), 22=279(LC 13), 2=395(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-342/0, 3-4=-331/14, 4-6=-321/43, 6-7=-317/62, 7-8=-347/58, 8-10=-336/18 BOT CHORD 2-32=0/270, 31-32=0/270, 30-31=0/270, 29-30=0/270, 28-29=0/270, 27-28=0/270, 26-27=0/270, 25-26=0/270, 24-25=0/270, 22-24=0/270, 21-22=0/270, 20-21=0/270, 19-20=0/270, 18-19=0/270, 17-18=0/270, 16-17=0/270 WEBS 8-16=-373/63, 10-13=-444/30, 3-29=-324/55 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuI1=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=34ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 14-0 oc. OES$/0 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��P N�! 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide �� RRIQ F2 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. q, G 8) A plate rating reduction of 20% has been applied for the green lumber members. y 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 16, 13, 11, 31, Q S m m 6332 A 29,26,22,14.2. - XP. 6/0/2018 * / — \\OF February 23,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall iso`�- building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, OSB -89 and SCSI Building Component 250 loug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job*. Truss Truss Type Qty Ply K2887459 171047 A2 Common 6 1 meexs lumber, redding 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Feb 23 17:10:27 2017 Page 1 I D:k?OpV 7 i_uj_SYDnGAbgKZNy943N-X1 ViPnMGL8_NmhOWcAIMpNi?VzaWj BPV7XziQOziBeQ -2-0-0 6-2-12 11-7-0 11 0 224-10 27-9-4 34-0-0 36-0-0 2-0-0 6-2-12 5-0-10 5-0-10 5-0-10 5 4-10 6-2-12 2-0-0 Scale = 1:60.9 4.00 12 4x4 = 5 3x4 = 5x8 = 3x4 = 3x6 = 3x4 = 3x6 = N d 7-5-1 14-0-070-10-10 7-9-4 44-0 0 7-5-1 6-6-15 6-10-10 6-10-10 6-2-12 Plate Offsets (X.Y)— 14:0-2-12.0-3-81 16:0-2-8.0-3-41. [12:0-4-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.09 11-12 >999 240 MT20 220/195 TCDL 11.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.31 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code IBC2012rrPI2007 Matrix -MS Weight: 153 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 OF N0.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins. BOT CHORD 2x4 OF No.1 &Btr G BOT CHORD . Rigid ceiling directly applied or 10-M oc bracing, Except: WEBS 2x4 DF No. 1&Btr G 6-M oc bracing: 8-10. WEBS 1 Row at micipt 6-10 REACTIONS. (Ib/size) 2=1216/0-5-8, 10=1678/0-5-8,8=142/0-3-8 Max Horz 2=53(LC 7) Max Uplift 2=-185(LC 8), 10=-220(LC 8), 8=44(LC 8) Max Grav 2=1216(LC 1), 10=1678(LC 1), 8=231(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2502/338, 3-4=-2333/346, 4-5=-1588/265, 5-6=-1132/209, 6-7=-591754, 7-8=-98/766 BOT CHORD 2-13=-266/2320, 12-13=-182/1805, 11-12=-70/1117, 10-11=-01/882, 8-10=-671/128 WEBS 3-13=-286/51, 4-13=-80/520, 4-12=-013/101, 5-12=-111/719, 6-11=-18/376, 6-10=-1944/236, 7-10=-350/59 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=34ft; eave=oft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3$-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8 except Qt=lb) 2=185,10=220. QROF ESS/0 RRIQ o S 6332 m XR 6/30/2018 z OF CAL1 February 23,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ^/� �Te 1�- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �� rr �� R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSS -89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Corona, CA 92880 Job , I' '"-, (Truss (Truss Type oty (Pty K2887460 171047 A2A COMMON 5 1 Job Reference (optional) meeks lumber, redding 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Feb 23 17:10:28 2017 Page 1 ID:k70pV1i_uj SYDnGAbgKZNy943N-OD34c7Mu6S6ENrbiAtGbMbF6ZNg9SWHMBiFzSziBeP 2-0-0 4 8-0 94-0 14-0-0 17-0-0 20-0-0 t 23-10-10 27-9� 34-0-0 136-M 2-0-0 4-8-0 4 8-0 4-8-0 3-0-0 3 0 0 3-10-10 3-10-10 6-2-12 2-0-0 4.00 1y 6 Scale = 1:60.9 14 l3 1L 4x6 = 6x12 = 8x12 = 7-0-0 14-0-0 -0 20-0 27-9-4 34-0-0 7-0-0 7-0-0 6-0-0 7-9-4 6-2-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.34 14-15 >968 240 TCDL 11.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -1.10 14-15 >304 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) - 0.12 10 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MS LUMBER- BRACING TOP CHORD 2x4 DF No. t&Btr G TOP CHORD BOT CHORD 2x4 DF No. 1&Btr G BOT CHORD WEBS 2x4 DF No. 1&Btr G "Except' 13-14: 2x6 DF No. 1&Btr G REACTIONS. (Ib/size) 2=1429/0-5-8,12=1071/0-5-8, 10=736/0-3-8 Max Horz 2=53(LC 7) Max Uplift 2=-118(LC 8), 12=-36(LC 8), 10=-95(LC 8) Max Grav 2=1429(LC 1), 12=1230(LC 18), 10=736(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3159/153, 3-4=-2976/138, 4-5=-2177/41, 5-6=-322/0, 6-7=-387/0, 7-8=-2101/42, 8-9=-1452/104,9-10=-1444/73 BOT CHORD 2-15=-99/2939, 14-15=-25/2619, 13-14=0/1989, 12-13=0/1725, 10-12=-15/1354 WEBS 4-15=-53/374, 4-14=-776/115, 5-14=-74/461, 8-13=0/400, 8-12=-1154/0, 9-12=-346/53, 5-7=-1739/71 PLATES GRIP MT20 220/195 Weight: 167 Ib FT = 20% Structural wood sheathing directly applied or 3-5-14 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Unbalanced roof live loads -have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. ll; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 200.01b AC unit load placed on the top chord, 17-0-0 from left end, supported at two points, 5-0-0 apart. 4) All plates are 44 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. �OQRpFESS/0 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 12, 10 except RRjC(6 Fy Qt=lb) 2=118. �� O C o\ S 6332 A EXP. 6/30/2018 VFCAU February 23,2017 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall ■ e�, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job •i� ITruss ITrussType IQty Pty 171047 P BLOCKING SUPPORTED 11 1 K2887461 Job Reference (optional) meeks lumber, redding 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Feb 23 17:10:29 2017 Page 1 ID:k?OpV1 i_uj_SYDnGAbgKZNy943N-UQdSpTNWtIE57?AvkboquonPpnK6B96obrSpVuziBeO 1-10-0 0-97 1-10-0 _ 1 2 3x4 = 3 , Scale c 1:14.9 TbX4 III 6 5 4 3x6 II 6x8 = ]Lt0 1-10 LOADING (psf) TCLL 20.0 TCDL 11.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15; Lumber DOL 1.25 Rep Stress Incr YES Code IBC2012ITP12007 CSI. TC 0.06 BC 0.04 WB 0.07 Matrix -S DEFL. in (loc) I/deft Ud Vert(LL) 0.00 1 n/r 120 Vert(TL) -0.00 1 n/r 120 Horz(TL) -0.00 4 n/a n/a PLATES GRIP MT20 220/195 Weight: 13 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD 2x4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.1&Btr G REACTIONS. (Ib/size) 5=7111-10-8,4=63/1-10-8 Max Horz 5=-85(LC 18) Max Uplift 5=449(LC 17), 4=-449(LC 20) Max Grav 5=488(LC 24), 4=479(LC 21) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=468/460, 2-3=-295/293 BOT CHORD 4-5=-319/314 WEBS 2-4=-556/556 NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. ll; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. RQFESS/� �9! 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) AQP 5=449,4=449. This has been designed for total drag load 200 Lumber DOL=(1.33), Plate DOL=(1.33) Connect truss to resist �ERRI((� Fy 11) truss a of plf. grip drag loads along bottom chord from 0-0-0 to 1-10-0 for 200.1 plf. y S 6332 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.o A P.9012* /* / '�OFCAUF February 23,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11,111-7473re, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k, is always required for stability and to prevent collapse with possible personal injury and property damage. Fcr general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB•89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job •� r Truss Truss Type Qty Ply K2887462 171047 P1 BLOCKING SUPPORTED 1 1 meeks lumber, rodding 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Feb 23 17:10:29 2017 Page 1 ID:k?OpV1 i_uj_SYDnGAbgKZNy943N-UQdSpTNWtIE5??AvkboquonP9nKMBAbobrSpVuziBeO 1-8-8 0 8 1-8-8 1 2 3x4 = 3 Scale = 1:14.9 6 5 4 1.5x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) 0.00 1 n/r 120 TCDL 11.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012ITP12007 Matrix -S PLATES GRIP MT20 220/195 Weight:13 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-M oc purlins: 1-3, except end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.1&Btr G REACTIONS. (Ib/size) 5=66/1-9-0, 4=57/1-9-0 Max Horz 5=-67(LC 18) Max Uplift 5=-244(LC 17), 4=-245(LC 20) Max Gram 5=281 (LC 24), 4=272(LC 21) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-263/255 . WEBS 24=-293/293 ' NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 14-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 5=244,4=245. 11) This truss has been designed for a total drag load of 100 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-8 for 100.0 plf. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. QROF ESS/o RRIQ �q�co2c CO O oS 6332 A .EXP. 6/30/2018 February 23,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ■�Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, OSB -89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 J ['w ♦ - s rte, i -. Al A2 - .,, - '�• �. �� A2 ., ..i`'' t 'r ,. .. �,,• + •�,� <r" - , sr. ;, a t_ !"' ,�, - a , .,, . A2A . ♦ �� A2A . .. -. A2A. _A2 A2 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. I6 4 8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft -in -sixteenths. Apply plates to both Sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X -bracing, is always required. See SCSI. TOP CHORDS C1.2 c2-3hIC 2. Truss bracing must be designed by an engineer. For U -116's wide truss spacing, individual lateral braces themselves 0 WEBS may require bracing, or altemative Tor I O��,�p0 bracing should be considered. 3. Never exceed the design loading shown and never braced trusses. dU stack materials on inadequately p4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7-0 C6 -7F- designer, erection supervisor, property owner and plates 0- 'rid' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/rPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. " Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content lumber software or upon request. shall not exceed 19% at time of fabrication.. PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable. for PLATE SIZE use with fire retardant, preservative treated, or green lumber. ICC -ES Reports: The first dimension is the plate 10. Camber is a non-structural consideration and is the 4width measured perpendicular 4 ESR -1311, ESR -1352, ESR1988 responsibility of truss fabricator. General practice is to X to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 camber for dead load deflection. the length parallel to Slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T Or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable E91environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. ? Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 AUGUST 1, 2016 WEB BRACING RECOMMENDATIONS I M11-WEBBRACE - o0 00 MiTek USA, Inc. ymulo A MiTek Affiliate 'Bay size shall be measured in between the centers of pairs of diagonals. GENERAL NOTES TYPE BRACING MATERIALS MiTek USA, Inc. Page 1 of 1 ROOF AND/OR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL. MAXIMUM TRUSS WEB FORCE (Ibs.) (See note 7) 1 X 4 IND. 45 SP BRACE BAY SIZE A 24"O.C. 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER, AS THE LATERAL BRACE 48"O.C. MATERIAL, AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS 72" O.C. 1 X 4 #2 SRB (DF, HF, SPF) A BRACING MATERIAL TYPE B C D BRACING MATERIAL TYPE A B C D BRACING MATERIAL TYPE C D 10'-0" 1610 1886 2-10d (0.131"x3') NAILS FOR 2x3 and 2x4 LATERAL BRACES. AND 3.10d (0.131'x3") FOR 2x6 LATERAL BRACES. 1886 2829 M„ 3143 3143 4715 2358'. 2358 3536 ' 1886 1886 2829 12'-0" 1342 1572 1572 2358 47157074 14'-0" 1150 1347 1347 2021 D 16'-0" 1006 1179 1179 1768 18'-0" 894 1048 1048 1572 3143 4715 20'-0" 805 943 943 1414 'Bay size shall be measured in between the centers of pairs of diagonals. FOR STABILIZERS: FOR A SPACING OF 24' O.C. ONLY, MITEK'STABILIZER' TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A. B. C AND D BRACING MATERIAL. DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILIZERS MAV BE REPLACED WITH WOOD BLOCKING. SEE 'STABILIZER' TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability CONTINUOUS LATERAL RESTRAINT 2-10d NAILS (SEE NOTE 4) oQROF ESS/pN9 RRILL (�2c O LU oS 6332 M L * EXP. 6/30/2018 * December 21,2016 me 4�iik?1111;an fl Psf,�d9+d?6fd>IIS gV#O& 1g9f&310'4A WB'1Nc&JDED MITEK REFERENCE PAGE 61II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 GENERAL NOTES TYPE BRACING MATERIALS 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL. 1 X 4 IND. 45 SP 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2% OF THE WEB FORCE. A -OR- 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER, AS THE LATERAL BRACE MATERIAL, AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS 1 X 4 #2 SRB (DF, HF, SPF) AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2Ad (0.131"x2.5") FOR 1x4 BRACES, 2.10d (0.131'x 3') FOR 2x3 and 2x4 BRACES, AND 3.10d (0.131"4") FOR 2x6 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2.8d (0.131"X2.5") NAILS FOR 1x4 LATERAL BRACES, 2-10d (0.131"x3') NAILS FOR 2x3 and 2x4 LATERAL BRACES. AND 3.10d (0.131'x3") FOR 2x6 LATERAL BRACES. B 2 X 3 #3, STD, CONST (SPF, DF, HF, OR SP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING. CONSULT C 2 X 4 #3, STD, CONST (SPF, DF, HF, OR SP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. www.sbcindustry.wm and wwwApinsl.org D 2 X 6 #3 OR BETTER (SPF, DF, HF, OR SP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. 8. TABULATED VALUES ARE BASED ON A DOL. - 1.15 FOR STABILIZERS: FOR A SPACING OF 24' O.C. ONLY, MITEK'STABILIZER' TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A. B. C AND D BRACING MATERIAL. DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILIZERS MAV BE REPLACED WITH WOOD BLOCKING. SEE 'STABILIZER' TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability CONTINUOUS LATERAL RESTRAINT 2-10d NAILS (SEE NOTE 4) oQROF ESS/pN9 RRILL (�2c O LU oS 6332 M L * EXP. 6/30/2018 * December 21,2016 me 4�iik?1111;an fl Psf,�d9+d?6fd>IIS gV#O& 1g9f&310'4A WB'1Nc&JDED MITEK REFERENCE PAGE 61II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 AUGUST. 1, 2016 T -BRACE / I -BRACE DETAIL MII - T -BRACE =O =011 0 00 O C:=0 a- MiTek USA, Inc. Y=10 Jote: T -Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T -Brace / 1 -Brace must cover 90% of web length. Jote: This detail NOT to be used to convert T -Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T -Brace size Nail Size Nail Spacing 1x4 or U6 10d (0.131 " X 3") 8" o.c. 2x4 or 2x6 or 2x8 16d (0.131" X 3.5") 8" o.c. Note: Nail along entire length of T -Brace / I -Brace (On Two -Ply's Nail to Both Plies) WE Nails Nails vvcu MiTek USA, Inc. Page 1 of 1 Brace Size for One -Ply Truss Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size Web Size 1 2 2x4 T -Brace 2x3 or 2x4 1x4 (") T -Brace 1x4 (") I -Brace 2x61 -Brace 2x6 1x6 (') T -Brace 2x61 -Brace 2x8 2x8 T -Brace 2x8 I -Brace Brace Size for Two -Ply Truss Nails T -Brace / I -Brace must be same species and grade (or better) as web member. (') NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress Web I -Brace rated boards with design values that are equal to (or better) the truss web design values. ''IICC For SP truss lumber grades up to #2 with 1X bracing material, use INDPRMWE 1a+�e/Mrace lkiol.NING - Verify design parameters and READ NOTES rev. 1070312013 BtPOH& Use. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T -Brace 2x4 I -Brace 2x6 2x6 T -Brace 2x61 -Brace 2x8 2x8 T -Brace 2x81 -Brace Nails T -Brace / I -Brace must be same species and grade (or better) as web member. (') NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress Web I -Brace rated boards with design values that are equal to (or better) the truss web design values. ''IICC For SP truss lumber grades up to #2 with 1X bracing material, use INDPRMWE 1a+�e/Mrace lkiol.NING - Verify design parameters and READ NOTES rev. 1070312013 BtPOH& Use. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 AUGUST 1; 2016 L -BRACE DETAIL MII - L -BRACE F ---i= FV100 0 00 0 leo D=M MiTek USA, Inc. 0 UO - A MiTek Affiliate Nailing Pattern L -Brace size Nail Size Nail Spacing 1x4 or 6 10d 0.131" X 3" 8" o.c. 2x4, 6, or 8 16d (0.131" X 3.5") 8" o.c. ` Note: Nail along entire length of L -Brace (On Two -Ply's Nail to Both Plies) WE Nails MiTek USA, Inc. Page 1 of 1 Note: L -Bracing to be used when continuous lateral bracing is impractical. L -brace must cover 90% of web length. L -Brace Size for One -Ply Truss Specified Continuous ' Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1x4 *«« 2x6 1x6 ««« 2X8 2X8 ««« DIRECT SUBSTITUTION NOT APLICABLE. QROF ESS/0N RRIQ Bq`�2c CO O 9f UJ oS 6332 � M XP, 613012018 L -Brace Size * for Two -Ply Truss R1�, ""'OFCAO� Specified Continuous Rows of Lateral Bracing Web Size 1 2 20 or 2x4 2x4 2x6 2x6 '** 2x8 2x8 DIRECT SUBSTITUTION NOT APLICABLE. Web December 21,2016 WPWAdn emykfgS o&PP.gISuWd%49*1,baDRC/.B*ililkRH AtarFAGEMII-7473rev.10/0312015BEFOREUSE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, notsot a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall MiTek* iTe IC• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 A,) AUGUST 1, 2016 SCAB -BRACE DETAIL MII-SCAB-BRACE uu U Ela 0 00 0 00 a MiTek USA, Inc. YUM10 A MITok Affiliate Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T -Brace) is impractical. Scab must cover full length of web +/- 6". THIS DETAIL IS NOT APLICABLE WHEN BRACING IS "' REQUIRED AT 1/3 POINTS OR I -BRACE IS SPECIFIED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (0.131" X 3") NAILS SPACED 6" O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. 01 MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH = 12'-0" 2x4 MINIMUM WEB SIZE SCAB BRACE MINIMUM WEB GRADE OF #3, Nails Section Detail f ®E- Scab -Brace Web MiTek USA, Inc. Page 1 of 1 990 ESS/pN RRIQ '6 CO o S 6332 m - �rOFCALIF December 21,2016 ®WARNINGWeY71�dAeFgGyrarani�bMl7ntlliE. Sry �w�v�r6�610E� In%fHKW63�� / PA61 11C ��'OJ/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Dot building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, OSS -89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 14 - Illit AUGUST'1, 2016 Standard Gable End Detail Mll-GE130-SP ® MiTek USA. Inc. Paha 1 of 9 aVIaa LkLA-In MiTek USA, Inc. wmBqafl A MiTek Affiliate DIAGONAL BRACE Typical _x4 L -Brace Nailed To 2x Verticals W/10d Nails spaced 6" o.c. Vertical Stud SECTION B -B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. Vertical Stud (4) - 16d Nails �, \ \ \ \ DIAGONAL wwerc 16d Nails Spaced 6" o.c. /--� (2) - 10d Nails into 2x6 2x6 Stud or 2x4 No.2 of better Typical Horizontal Brace Nailed To 2x Verticals 2x4 lud SECTION A -A w/(4) -10d Nails 12 Q Varies to Common Truss PROVIDE 2x4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. SEE INDIVIDUAL MITEK ENGINEERING ATTACH DIAGONAL BRACE TO BLOCKING WITH t*DRAWINGS FOR DESIGN CRITERIA (5) - 10d NAILS. (4) - 8d (0.131" X2.5") NAILS MINIMUM, PLYWOOD 3x4 = SHEATHING TO 2x4 STD SPF BLOCK Diagonal Bracing ** - L -Bracing Refer Refer to Section A -A to Section B -B NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4."L" BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0" O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 2x4. (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. 10. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-13 BY SPIB/ALSC. 11. NAILS DESIGNATED 10d ARE (0.131" X 3") AND NAILS DESIGNATED 16d ARE (0.131" X 3.5") Roof Sheathing 24" Ma Diagonal braces over 6'-3" require a 2x4 T -Brace attached to one edge. Diagonal braces over 12'-6" require 2x4 I -braces attached to both edges. Fasten T and I braces to narrow edge of diagonal brace with 10d nails 8" o.c., with 3" minimum end distance. Brace must cover 90% of diagonal length. 1 3 Max. (2)-1� NAILS �10d NAILS / 2 DIAGONAL = Jrus s @ 24" o.c. Stud Without 1x4 2x6 DIAGONAL BRACE SPACED 48" O.C. Diag. Brace / / ATTACHED TO VERTICAL WITH (4) -16d at 1/3 points \a IDI ATTACHED if if G needed -_, TOBLOCKWITH () - 10d NAILS. End Wall HORIZONTAL BRACE \ (SEE SECTION A -A) Diagonal braces over 6'-3" require a 2x4 T -Brace attached to one edge. Diagonal braces over 12'-6" require 2x4 I -braces attached to both edges. Fasten T and I braces to narrow edge of diagonal brace with 10d nails 8" o.c., with 3" minimum end distance. Brace must cover 90% of diagonal length. 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L -Brace L -Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SP No. 3 / Stu 12" O.C. 4-0-7 4-5-6 6-3-8 8-0-15 12-1-6 2x4 SP No. 3 / Stu 16" O.C. 3-8-0 3-10-4 5-5-6 74-1 11-0-1 2x4 SP No. 3/ Stu 24" O.C. 3-0-10 3-1-12 4-5-6 6-1-5 9-1-15 Diagonal braces over 6'-3" require a 2x4 T -Brace attached to one edge. Diagonal braces over 12'-6" require 2x4 I -braces attached to both edges. Fasten T and I braces to narrow edge of diagonal brace with 10d nails 8" o.c., with 3" minimum end distance. Brace must cover 90% of diagonal length. tla a .. QI UST 1, 2016 �C7C1" a MiTek USA, Inc. ymam A MiTek Affiliate LATERAL TOE -NAIL DETAIL MII-TOENAIL MiTek USA, Inc. Page 1 of 1 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE BOTTOM CHORD SPECIES FOR MEMBERS OF DIFFERENT SPECIES. . SQUARE CUT SIDE VIEW SIDE VIEW (2x4) (2x3) 3 NAILS 2 NAILS VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) -.16d (0.162" X 3.5") NAILS WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 91.9 (Ib/nail) X 1.15 (DOL) = 317.0 Ib Maximum Capacity 45 DEGREE ANGLE - BEVEL CUT . SIDE VIEW 12x31 NEAR SIDE NEAR SIDE - ----� FAR SIDE NEAR SIDE FAR SIDE SIDE VIEW (2x6) 4 NAILS NEAR SIDE ----4 FAR SIDE NEAR SIDE - ----I FAR SIDE RI < O n nnnn A TOE -NAIL SINGLE SHEAR VALUES PER NDS 2005 (Ib/nail) DIAM. I SP DF HF SPF SPF -S O .131 88.1 80.6 69.9 68.4 59.7 Z O .135 93.5 85.6 74.2 72.6 63.4 118.3 108.3 93.9 91.9 80.2 Cl) 0 .128 84.1 769 65.3 57.0 z O .13 88.1 80.6 69.9 68.4 59.7 in .148 106.6 97.6 84.7 82.8 72.3 N fh 0 .120 73.9 67.6 58.7 57.4 50.1 z O .128 84.1 76.9 66.7 65.3 57.0• J o .131 88.1 80.6 69.9 68.4 59.7 oe) .148 106.6 97.6 84.7 82.8 72.3 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) -.16d (0.162" X 3.5") NAILS WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 91.9 (Ib/nail) X 1.15 (DOL) = 317.0 Ib Maximum Capacity 45 DEGREE ANGLE - BEVEL CUT . SIDE VIEW 12x31 NEAR SIDE NEAR SIDE - ----� FAR SIDE NEAR SIDE FAR SIDE SIDE VIEW (2x6) 4 NAILS NEAR SIDE ----4 FAR SIDE NEAR SIDE - ----I FAR SIDE RI < O n nnnn A $ M74It t m- Y sit l` s �'� Zdc �"