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HomeMy WebLinkAboutB17-1061 022-350-045.. � v ,. , } ..T ........_..._ t is t i y. ,. f .w._..�,.� � _.�...._._.._..A...�.,�.�.._...._.�........ �... ,_.,.,mss;-..-...,..�—,-� i } .�;� r r. . 4 a f ti 1(r tt a a vjA jj + : +� a,.. 0- ...K�. �,..:: n .c«,w r -x '^h R:. t u, { 0, MIENT SERVICES .� ��•;'�� ,. , � _ ,�« BUTTE COUNTY DI1€ELC1t ourm 1. 1 ' «gin ? .... d � REVIEWED FOOcou =-I , CODE t«iQGYii`LtANCiEMAY 3 0,209, r e�'s: %eta se2ia';a ,tom `t r 1 r;a ii x 4 , ' , } ;, „�...,D_ 17-)06 1 i r ..., < � ._ /��, r yyFa , (,mak«,} � . ... /✓� ... {7 - ...nM. ! r r. �j ,r ?* 1 I cccl, 11,5 r CJ1. 1 I arm .. VAA ,. ' f Y 4ql�-411k' & � � t° * ._. t..�4 6Gv(;- !, tI-, "( c✓ �oSS P. S yo9 T . 16600 Exp.f : r ., .. _. - . ♦. .. .. .. f� '9+.xA � 4 1. e r .r v i a — .. 'r^ olkyo Ca! : I 0 LAVA\ i PERM� BUM COUNTY DEVELOPMENT SERVICES � REVIEWED FOR CODE COMPLIANCE p d S _ - :I Ir i 1. F I &-M`seM �. .}, i.. r r j.r ...t... I I <. 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Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 www.buttecounty.net/dds PLEASE PRINT CLEARLY No y � . , "' Last Name First Name Mailing Address City State Zip Phone_/�o Fax,,�r�J CI ( Emaillll ell t9Xok6 ✓Ar%� -flab Address State Fax Cell No. Name Mailing Address City 4 ALuC- LState 6A Zip Phone Fax (002 Zzff Email Cell CA State License No. 16600 i • r� i ��- PLICANIT:� IGNA7F F2E'AND DATE Policy Number Date: arw.% � gtt;vw Print ame: ti 'When filed, this application and all supporting material bec related to this application is subject to public inspection and PERMIT NO: FORM NO L"i7�1�6 � DBP -1 BIN NO: ANN V A 0 jLLJ +I,%J 3�q5 Property Address a ` a q r7 57- 'P,44 , e -A City Location must not be in the city limits of Chico, Gridley, Oroville or Paradise, WVPRKEA3111 COMPe" A1Q 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 ;F.-,., CaING" AGENCY Name Mailing Address City State Zip y Mobile Home permits (other than installation, foundation, utilities & non-attached -0 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: htlo://www.hcd.ca.gov/codes/mho/HCD Phone: (916) 255-2501 Is this a Manufactured/Mobile Home (circle one) Yes / No RP�crCr ta fi\1 "I --}, Z�l�r,�� /? \i%�.L�Q-�� r;A CF� C/l V , Q -VALUATION 0r1te'"" �mn>�n#t�G#er7p[usrria#e ai":c ;tra., (Living Area: Garage: !Open Area: Covered Area: TOTAL SQ: r Structure Built without permits Proposed Change of Occupancy/Use - Note previous/current use below: Zoning: Flood Zone: SRA: YES ❑ INOO NPDES YES NO ❑ Code Ent: YES ❑ NO ❑ Legal Lot: YES [] NO ❑ Occupancy Type Construction Permit Tech: Date: f ? /bject to the California Public Records Act. All public information e posted on the County's website for electronic access. Revised 12.19.2016 Page I of] Butte County Department of Development Services FORM NO PERMIT CENTER DBP -43 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 www.buttecounty.net/dds IMPORTANT! NOTICE TO PROPERTY OWNER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified at We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION DIRECTIONS: Read and initial each statement below to signify that you understand or verb this information. 12-2 1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may 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. cif 2. 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. 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. 4. 1 understand Contractors are required by law to be licensed and bonded in California and t 7 list their license numbers on permits and contracts. 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. Zste 6.I understand if I am considered an "employer" under state and federal law, I must r 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. 7. I understand under California Contractors' State License Law, an Owner -Builder who b gilds 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 does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. Revised 12.19.2016 Page l oft JI1I:_l J1 ---JL L_II IV L AAM __ _ ! _ 8. 1 understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held 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. 9. I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small Business 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- 321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. 10. 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: j 11. 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. 4 12. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any 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 against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, you willbe responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. 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 signature. Signature of property owner: Date: 0,/",l 12Z(7 t t Note: The following Authorizaion 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: 1 j 161z G Name of Authorized Agent: .5 t1tNN1 '7�" ji4,T Tel No: � � WA616 Address of Authorized Agent: Y,�2 t� r� �i` C y o40 C� `�Cy' ( } �l�f `t 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: 4c, , cis Date: n5 Zit L. Revised 12.19.2016 Page 2 of 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: B17-1062 Location: 2899 2ND ST Parcel Number: 022-350-045 Owner Name: NORCAL INVESTORS INC Description: LOT 35 PICHOTTA SUB Date: 5/30/2017 By: JMD Sub Type: PRIVATE GARAGE/SHOP Phone: 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) ❑ 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. have read and understand the above pre inspection requirements. Signature: Date: 5/30/2017 1L Mi l --- Butte County Department of Public Works DENNIS SCHMIDT, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538 7266 Telephone (530) 538 7171 Fax National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACREI Reference Number: B17-1062 Date: 5/30/2017 Location: 2899 2ND ST By: JMD Parcel Number: 022-350-045 Sub Type: PRIVATE GARAGE/SHOP Owner Name: NORCAL INVESTORS INC Phone: Description: GAR (280) M ELEC 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. j' Signed G Date 5/30/2017 Title 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 DEVELOPMENT SERVICES 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 permit: - 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 permit 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 permit, 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 permit 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 httV://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: B17-1062 Date: 5/30/2017 Parcel Number: 022-350-045 Location: 2899 2ND ST, BIGGS Phone: Owner Name: NORCAL INVESTORS INC Description: GAR (280) /W ELEC Signature of Applicant: r rLf Date: 5/30/2017 Department of Development Services 7 County Center Drive Oroville, California 95965 DEVELOPMENT SERVICES NORCAL INVESTORS INC RE: 022-350-045 Tim Snellings, Director Pete Calarco, Assistant Director T: 530.538.7601 Buttecounty.net/dds F: 530.538.7785 Permit No: B17-1062 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: Date: 5/30/2017 JL _EL_ 1-- LL Wll L L IL 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 DEVELOPMENT SERVICES 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 permit: - 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 permit 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 permit, 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 permit 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 httR://municipalcodes.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: B17-1061 Date: 5/30/2017 Parcel Number: 022-350-045 Location: 2899 2ND ST, BIGGS Phone: Owner Name: NORCAL INVESTORS INC Description: CONV GAR TO 2 BEDROOM Signature of Applicant: Date: 5/30/2017 Ross P. Shoaf, Civil Engineer 6970 Marysville Road Browns Valley, California 95918 TO: Responsible Building Official Date: I-7 Project: Owner 11 A L4 t 1 UA i APN; Location: �-� ��'' �?(�°s , CA TRUSS DESIGN REVIEW Truss Company: f�&�.Wt4 Package Dated: 4/27-201-% E This is to advise that I have reviewed and approved the truss design package for general conformance to my design requirements for the referenced project. This review does not include checking or analysis of the actual truss calculations but rather overall design compatibility, including dead and live load criteria, drag truss requirements, if any, concentrated point loads, etc. Please note also that the truss design calculations may result in `non -truss' roof related loadings (such as resultant column loads to footings) that vary from those computed by the project engineer due to more conservative design criteria. In such cases the project Engineer's calculations will normally be used for such `non -truss' elements. IDU submitted,NW, K '�li' : 0+° M7 Ross Shoaf, P ject Engineer _-- i 'I iuP I II1 11 1111 _ - Is BUTTE COUNTY MAY 3 0 20f; DEVELOPMENT SERVICES 6:p Ai ►Z)6,5- co6 vk 2- l' 9541 M r?o I ~< mce �.-.Mom=y�: + ROSS P. SHOAF, Civil Engineer Phone: (530) 749-0142 ENGINEERING CALCULATIONS and STRUCTURAL ANALYSIS For DHAMI GARAGE Location: 2899 2nd St, Biggs, California APN: 022-350-045 Job Number 17-155 Date: 4/26/2017 (Total 8 sheets) �5�,,(j�ESS1pN C SP. S J-� � F2 BUTTE 40 o 2 couriTY � } . k 6600 MAY 3 0 2017, DEVELOPMENT SERVICES )7--- ) 06" ), Code applicable to this project is: 2016 CBC & ASCE 7-10, as amended. EXp� 17 CIVIC ?FCAuW� 17 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COIViPLAANCE PROJECT: t` m� a Ross P. Shoaf, Civil Engineer Phone: (530) 749-0142• Job No.: �" t Tate- V f? Sheet I of PROJECT: Dhami Detached Garage -at 2899 2nd St., Biggs, CA Ross P. Shoaf, Civil Engineer Job No.: 17-155 (530)749-0142 El f�}} Date: 4/26/17 Sheet Zlf GJ DESIGN CRITERIA ASCE 7-10 WIND riJ/1�L�Idi7T Uniform pressure both ways on building = Linear pressure on corners of exterior walls both ways on building = Governing combination = 0.6 V Asp = 0.6 V ,Sp = 0.6 ASCE 7-10 SEISMIC SEISMIC CODE 0.60 V Aso = 0.700 Description: Roof ROOF DL R1 i Roofing 3 Sheathing 1.5 Frame 3 Ceiling psf Insulation 10.8 Sprinkling Mean building Ht. = Misc. It TOTAL 7.5 FLOOR DL n WALL DEFAULTS: fixity FI to FI, ft Fir thickness, ft Level 3 Level 2 2.8 Level Cantilever 8 17.7 psf Conservatively taking the worst pressure in both directions. 53.1 jpIf D + 0.6 W 17.69 = 10.6 psf 53.08 = 31.8 plf E= 0.08 D D + 0.70 E 0.08 = 0.06 D Description: Ext Wall WALL DL W1 ,_ Stucco 9 Sheathing 1.2 Frame 3 Gyp. Bd. psf Insulation 10.8 Misc Mean building Ht. = Other It TOTAL 13.2 LIVE LOADS LL (psf) Dur. Roof 20 125 Snow Floor Deck Foot Print of bld = 280 sf Roof Pitch = 4 :12 PARTITION DL (Apply 100% to floors and 50% to roofs LIGHT 5 psf MOD 7.5 psf HEAVY 10 psf V HEAVY 11.5 psf Building Ht. = 10.8 ft Mean building Ht. = 9.4 It LI' 1 IlLLJ l _ PROJECT: Dhami Detached Garage at 2899 2nd St., Biggs, CA Ross P. Shoaf, Civil Engineer (530)749-0142 Job No.: 17-155 Date: 4/26/17 Sheet 22 of _ STRIP WORKSHEET ZONE TRIBUTARY WIDTHS ZONE WORKSHEET Zone hind . " W # + Lin ft Total . . W(#) Diaphragrli „J<AIJA,, + Seismicself Wei' ht mass; unit wt X $1N M X.O.06 dotal ; E•fot M2 I e Ovr wrt psf E self # s r C 681 __.MXONJ6814_ 1256 125641384 4 4 809 809 1384 _ 126 126 144 _ 144 128 W1 96 1&0 W1 119 42 '�N1 31 Y12 W1 84 221 -245 x175 P27 PROJECT: Dhami Detached Garage at 2899 2nd St., Biggs CA Ross P. Shoaf, Civil Engineer Job No.: 17-155 - (530)749-0142 Date: 4/26/17 Sheet of (..i (R,F) H V h W T b SHEAR PANEL WORKSHEET Dead Load resisting moment based on: Wind 0.6 D Seismic 0.6 D { 4wel, within 95% PANEL ZONE HEIGHT h ftWIDTH Strongwall Malls OVrwit flvrwri: (s) default override b ftstiffness ft2 tvve psf ft2 type —Floor psf ft2 facto 8 -_ .__... 14112 .. W1 36 R1 2 — C__. 8.0 7 2 _. _-- --_ ._, 21 YV18 ,R1 3 C _ A -- 8.0 7 2 8 0 - - 18 _ , . X21/V1 18 _,. X128 Wi 162 4 R1 . ---5 _ 198 - __._ LL_--.-. PROJECT: Dhami Detached Garage at 2.899 2nd St. Biggs, CA Ross P. Shoaf, Civil Engineer Job No.: 17-155 (530)749-0142 Date: 4/26/17 Sheet 5 of COMPUTATION TABLES Zone Wall Panels ft Wall Ri Base Shear lbs Max Panel Shear If Ave Panel Shear If USE Wind P F rho*E v wind v seismic v wind v seismic Zone 1 ___ 1384 Yi- 270 1478 0 1748 Cantilever DESCRIPTION A 16 1_ 692, S_`_ _ 135 _ 277 61 ___. .l f_ 3/8" OSB w/8d @ 6 &12 _W C_ 3 - 10 809 245 40 12 40 Iz 3/8' OSB w/8d & @ 6 12_i _ _LTT20B ' LTT20B w/ 5/8" x 12" AB & 2x w!_ 10-10d tic_o 40 A..... 809 4 _ _ 175 346 44 346 44 �_ -629 -791 _ _^ _ STABLE - No holdown required - 1.384 2 _ _ _ 227 99 __. ._ 16 99 16 __ 3/8" OSB w/8d @ 6 &.12 Chaar 1iefdh,.fin h—A — D-1 Mr.A.kc Panel Zone v wind # v seismic rho E(#) RDL # WDL # Fps # Total DL # Fixity Holdown Load # USE Twind Tseismic Holdown Sim son CAT. # 1 D, 1384 Yi- 270 1478 0 1748 Cantilever 50 -434 STABLE-Nohold own required _2 .___. C 692, S_`_ _ 135 _ 277 0 412_ Cantilever 1329 9i w/ 5/8" x 12" AB & 2x w/ 10-10d_tico_ 3 - C 692 135 _ 277 0 412 Cantilever _ _ 1329 ?i _ _LTT20B ' LTT20B w/ 5/8" x 12" AB & 2x w!_ 10-10d tic_o 4 A..... 809 2 1215 1690 _ _ __ 0 2905 Cantilever -629 -791 _ _^ _ STABLE - No holdown required - 809 2 1485 2112 0 3597 Cantilever -885 -1010 _. STABLE -No holdown required CFISMIr RFnI IWnA rury CA rTnD f1r%R101 ITATInW Level Dir. BASE SHEAR Most heavily loaded panel r max rho pni # Iw V nl Level Level F -B S -S 467 402 5 1 20 14 245 227 0.263 0.404 1.00 1.00 r max = Vpnl * (10 / Iw) /(Base Shear) rho = 2 - 20 / (r max * sgrt(AB)) Ab = foot print area = 280 sf Roof Sheathing: USE 7/16" w/ 8d @ 6&12 gut`° (��►I��r��►= IS��� �� y _ Ll iLE. --_._ _ 1 _-__. PROJECT: _Dhami Detached Garage at 2899 2nd St., B Ross P. Shoaf, Civil Engineer Job No.: 17-155 (530)749-0142 Date: 4/26/17 Sheet 4 of ASCE 7-10 Chaper 28 Envelope Procedure MWFRS Low -Rise Buildings Table 28.2-1 Step 1 Determine risk category of building, see Table 1.5-1 Risk Category: II Step 2 Determine the basic wind speed, V for applicable risk category see Fig 26.5-1A, B or C V = 110 mph From Figure 26.5-1A Step 3 Determine wind load parameters: Kd = 0.85 Table 26.6-1 Exposure category: C Topographical factor, Kzt= 1.0 See Section 26.8 and Fig. 26.8-1 Enclosure classification, see section 26.10 ENCLOSED Internal pressure coefficient = +/- 0.18 See Section 26.11 and Table 26.11-1 Step 4 Determine velocity pressure, Kh Table 28.3-1 mean roof height, h = 10.8 ft (From design criteria 9.4 ft) Kz = 0.7 Step 5 Determine velocity pressure, qh EQ. 28.3-1 qh = 0.0026 0.7 1.0 0.85 110 ^2 = 18.43 psf Step 6. Determine external pressure coefficient, (GCp), using fig. 28.4-1 for flat roofs and gable roofs. roof slope = 20 degrees L I M - L.'i. (GCp) CASE A CASE B building surface: 1 4 5 6 0.53 -0.43 0.4 -0.29 building surface: 1E 4E 5E 6E 0.8 -0.64 0.61 -0.43 Step 7 Calculate wnd pressure, p, from Eq. 28.4-1 Surfaces 1-4 direction: (Wall ends) P1 = ( 0,53- -0.43) 18.43 = 17.69 psf Surfaces 5-6 direction: (Gable ends) P2 = ( 0.4- -0.29) 18.43 = 12.72 psf Compute corner edge added wind loads Building Footprint: Overall width X Overall length 14 ft X 20 ft a = 3 ft See Fig. 28.4-1 note 9: CASE A: Surfaces 1 E -4E corners: P1 E _ ( 0.8- -0.64) 18.43 = 26.54 psf a= 3 f Additional corner pressure = (P1E - P1) 2a = (26.5 -17.7) 6= 53.08 plf CASE B: Surfaces 5E -6E corners: P2E = ( 0.61 - -0.43) 18.43 = 19.17 psf Additional corner pressure = (P2E - P2) a = (19.2 -12.7) 3 = 19.35 plf i PROJECT: Dhami Detached Garage at 2899 2nd St., Biggs CA Ross P. Shoaf, Civil Engineer Job No.: 17-155 (530)749-0142 Date: 4126/17 Sheet 6 of SEISMIC LOCATION OF SITE: CITY OF BIGGS Zip Code: 95917 INPUT DATA Seismic Parameters Site Coordinates Ss = 0.596 Lat = S1 = 0.271 Long = Site Class = D Stiff soil profile MCE Fa = X1,32" Fv = 186...., Seismic Use Group = II IE = 1 building height, hn = 11 ft Number of stories = 1 (excluding basement) Diaphragms are Flexible Structure is Regular 1. Bearing Wall Systems -15. Light -frame (wood) walls sheathed with wood structrual,panels rated for shear resistance or steel sheets. Light frame construction? TRUE Response Modification Coeff, R = 6.5 system over -strength factor, omega, = 3 Deflection amplification factor, Cd = 4 Detail according to reference: 14.1 and 14.5 Limitations: Max LuildIng height restriction in seismic, design category D = 65 Max building height restriction in seismic design category E = 65 Max building height restriction in seismic design category F = 65 ANALYZE DATA FOR MCE SMS = 0.596 1.32 = 0.789 SM1 = 0.271 1.858 = 0.504 SDS = 0.666 0.789 = 0.525 SD1 = 0.666 0.504 = 0.335 Seismic Design Category based on SDS D based on SD1 D SEISMIC DESIGN CATEGORY =1 D SIMPLIFIED ANALYSIS OF SECTION 12.8.1.1 Ta = 0.12 IE Sds Max Min Cs = V = 1 0.53 = 0.08 0.4 0.02 6.5 R USE: Cs = 0.08 LL Design Maps Summary Report AQUSGS Design Maps Summary Report User -Specified Input Report Title Dhami Garage 2nd St., Biggs Thu April 27, 2017 15:09:14 UTC Building Code Reference Document ASCE 41-13 Retrofit Standard, BSE -2N (which utilizes USGS hazard data available in 2008) Site Coordinates 39.410N, 121.71°W Site Soil Classification Site Class D - "Stiff Soil" USGS-Provided Output SS,13SE-2N 0.596 g SXS,BSE-2N 0.789 g S1,8SE-2N 0.271 g SX1,13SE-2N 0.504 g HLrizm*.d Spectrum WKS a p,? ti a4a ,13- Ur, 3f.ir, E_iq_7 P. 41:3 S 1"0� 1.00 e ,XA Nif,i T (ae.r j QU C, IV 04' Bz rr+ a, xs g is 24 r vert a p'C'Ctr'um N3,icxj. T (se-) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. 4/27/17, 8:09 AD https://earthquake.usgs.gov/cn2/designmaps/us/summary.php?template.... 5902099a836a53.05524844&reportTitle=Dhami+Garage+2nd+St.%2C+Biggs Page 1 of 1 LIQ IIL Jy—u r a __LLuuc____ Get Lat Long from Address Convert Address to Coordinates 4/27/17, 8:06 M 01-atLong,net » Home » Address to Lat Long » Lat Long to Address » Lat Long to DMS » DMS to Decimal Degrees » Latest Places >> Country List » Add Place >, Lat Long to UTM > +LatLong » @lationg_net Get Lat Long from Address By using this geographic tool you can get the fat long coordinates from an address. Please type the address which would include the name of the city/town, state and street name to get more accurate [at long value. Also, the gps coordinates of the address will be calculated below. _ ..._.-._ _.._.. Address Psst... You Left Something in Your Cart! , 2899 2nd St., Biggs, California Find in n.�.._,... / Write city name with country code for better results. i 15% Off & Free Shipping Latitude Longitude ^ Otte` Orders ,baa 39.410267 -121.705506{ :Report a map error Lat Long GPS Coordinates Map Mouse Over Location (39.410267, -121.705506) 39° 24'36.9612'' N (39.412850, -121.712294) 1210 42' 19.8216" W TIAA® Official Site (�) � Research Firm Predicts - Next Major Change to US Plan & Invest Confidently With Help From Experienced After'08 crisis they predicted Brexit and Trump. Now they're predicting this. o ro Advisors. Call Nowt r.; .iv,,;. r,J �;, ra_1i,- rrms1.� � .i "1i Share this location link Location page url http://www.lationg net/c/?lat 39.410267&long=-121.705506 k http://www.lationg.net/convert-address-to-lat-long.htmI Page 1 of 2 "Serving The Best Builders'' 4011 Sierra College Blvd., Loomis, CA 95650 Phone (916) 652-4655 Fax (916) 652-3860 5033 Feather River Blvd., Olivehurst, CA 95961 Phone (530) 743-8855 Fax (530) 743-8856 WWW.GOHOMEWOOD.COM Sunny Dhami PERMIT P roiect: BUM coumy 14'x 20' MAY 3 0 2017 2899 2nd Street DEVELOPMENT s>av Biggs, CA k;7 -)N D- • WagnerBryan Phone -1743-8855 ry trlai version BUTTI E COUNTY DEVELOPMENT $ERVICES REVIEWED FOR CODE COMPLIANCE DATE' Tracking / Work Order # 0800417 iLw a� J o -V L 0-V L 0 Job Name: 14'x 20' 268 - Homewood Truss **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Cust: Sunny Dhami Truss ID: G1 Qty: 9 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. JD: Dri ve_M_0800417_L00007_J00001 Designed per ANSI/TPI 1-2014 UPLIFT REACTION(S) : 1 0- 1-12 756 3.50 1.50 BC 2x4 OF #1 & Btr. TC Live 20.00 psf Fabrication Tolerance = 20.0% Support C&C Wind Non -Wind 2 13-10- 4 756 3.50 1.50° WEB 2x4 OF STANDARD /`�/ fJl II' IIS III Bearings designed for n FcPerp value of the 1 -116 16 MAX DEFLECTION (span) Kcr (cree factor) = 3.00 Refer to plaint QC Detail Sheets for conformance with ANSI/TPI I or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility lesser of the truss chord lumber value or 625 for all bearings. 2 -116 lb This truss is designed using the L/999 MEM 4-5 (LIVE) LC 43 Cg factors and Rotational Tolerances. 0. C. Spaci ng 2- 0- 0 IRC/IBC truss plate values are based on ASCE7-10 Wind 5pecifi cation L= -0.12° CC= -0.11" CL= -0.24° Loaded for 10 PSF non -concurrent BOLL. For more information see this job's general notes page and these web sites. ALPINE www.amoeiw.comTPI www.toinstnm:WTCAwwwsbcmdustrv.oro:ICC www.toesafe.urn testing and approval as required by IHC 1703 Bldg Enclosed = Yes, CRITICAL MEMBER FORCES: TC COMP.(DUR.)/ TENS. (DUR.) CSI Loaded for 200# non -concurrent moving BCLL. Not designed for attic storage unless and ANSI PI and are reported in ESR -1118. PLATING BASED ON GREEN LUMBER VALUES. Truss Location = Not End Zone Exp Category = C 1-2 -1099(1.25)/ 85(1.60) 0.35 noted otherwise. Bldg Length = 20.00 ft, Bldg Width = 14.00 ft 2-3 -1099(1.25)/ 85(1.60) 0.35 Mean roof height = 9.33 ft, mph = 110 8C COMP. (OUR.)/ TENS.(DUR.) CSI Occupancy Category II, Dead Load = 13.2 psf Designed as Main Wind Force Resisting System 4-5 -30(1.60)/ 986(1.25) 0.46 - Low-rise and Components and Cladding 5-6 -30(1.60)/ 986(1.25) 0.48 Tributary Area = 28 sgft WB COMP.(DUR.)/ TENS.(DUR.) CSI 2-5 / 336(1.25) 0.14 7-0-0 1 7-0-0 1 2 3 4.00 -4.0 6X6 B1 B2 W:308 W:308 R:756 R:756 U:-116 U: 116 2-0-0 22-0-0-0 J 14-0-0 I 4 5 6 T 3-3-11 = SHIP 0-3-13 No: C 58005 All connector plates are ALPINE Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super �"+�...."^`�^""....✓ Strength 18 ga. Plates are to be positioned per Joint Detail Repon.veCircled Plates and false frame plates 4/27/2017 are positioned as shown above. Shift gable stud plates to avoid orlap with structural plates. 268 - Homewood Truss **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Cust: Sunny Dhami (CA) "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. W0: Drive_M_0800417_1-000 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to 11 1111,111, latest edition of BCSI (Building Component JD: Dri ve_M_0800417_L00007_J00001 / \ SafetyInformation,byTPlandWTCA)forsafetypracticespriortoperformingthesetunctons. Installers shall provide temporary bracing per BCSI. Unless Dsgnr: BW #LC = 54 WT/PLY: 64# -I noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown TC Live 20.00 psf Li r L=1. 25 P=1. 2 5 i r1 �� r� t7 � IUh�\V`I for permanent lateral restraint n webs shall have bracing installed per BCSI sections 83, B7 or 870, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details report, unless noted otherwise. TC Sr10W (Pf) 0.00 psf owDu SnowDu r L=1.15 P=1.15 /`�/ fJl II' IIS III Alpine a division of ITW Building Components croup Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens AN ITW COMPANY conformance with ANSI/TPI I or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility BC Live 0.00 psf 1.15 / 1.10 / 1.10 2820 N. Great SW Pkwy. Grand Prairie, TX 75050 solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building BC Dead 8.00 psf 0. C. Spaci ng 2- 0- 0 Designer per ANSI?PI 1 Sec.2 TRUSPLUS 6.0 VER: T6. 5.21 For more information see this job's general notes page and these web sites. ALPINE www.amoeiw.comTPI www.toinstnm:WTCAwwwsbcmdustrv.oro:ICC www.toesafe.urn 131dg Code: CBC -2016 DEFL RATIO: L/240 TC: L/24 Job Name: 14'x 20' 268 - Homewood Trus **WARNING!** READ AND FOLLOWALL NOTES ON THIS DRAWING! Truss ID: GG CCA Qty: 2 W0: Drive_M_0800417_L000JD /\ BRG X -LOC REACT SIZE REQ 'D TC 2z4 DFL #1 & Bt r. / \ Designed per ANSI/TPI 1-2014 Dsgn r: BW = UPLIFT REACTION(S) : noted otherwise, top chard shall have properly attached structural sheathing and bottom chard shall have a properly attached dgid ceiling. Locations shown TC Live 20 DD psf p 1 0- 1-12 442 3.50 1. 50�� BC 2z4 DFL #1 & Btr. for permanent lateral restraint n webs shall have bracing installed per Cher sections 83, B7 or 610, as applicable. Apply plates to each face of truss and as shown above and on the Joint Details report, unless noted otherwise. Fabrication Tolerance = 20.0% SnowDu r L=1.15 P=1.15 Support C&C Wind Non -Wind 1 -61 lb position Alpine, a division oflN/ Building Components Group Inc., shall not beresponsible for any deviation from this drawing, any failure tobuild the truss in TC Dead 14.00 psf 2 4- 0- 0 418 3.50 1.50 WEB 2x4 DFL STANDARD conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility Bearings designed for an FcPerg value of the lesser the truss lumber value or 1.00 / 1.00 / 1.00 2 -22 16 solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building BC Dead 8.00 psf 3 5- 4- 0 195 3.50' 1,50 Kcr (creepp factor) = 3.00 Refer to Joint QC Detail Sheets for Designerper ANSI/TPI 1 Sec.2 of chord 625 far all bearings. 3 -9 lb -46 lb For more information see this job's general notes page and these websites ALPINE www.amineirmcom,TPCwwwAninstoro WTCA www.sbcindostNcro ICC: -i csafaca Bldg Code: CBC -2016 4 6- 3- 0 263 3.50" 1.50" Cq factors and Rotational Tolerances. IRC/IBC truss plate values are based on 4 -10 lb 5 7- 9- 0 263 3.50 1,50" Loaded for 10 PSF non -concurrent BCLL, testing and approval as required by IBC 1703 in 5 -10 lb 6 -9 lb -46 lb 6 8- 8- 0 195 3.50" 1.50 Loaded for 200# non -concurrent moving BCLL, an ANSI/TPI and are reported ESR -1118. Mark interior hearing locations. 7 -22 16 7 10- 0- 0 418 3.50" 1,50" Install interior suppaort(s) before erection. Building designer 11 loads all Permanent bracing is required to 8 -67 lb 8 13-10- 4 442 3.50" 1.50" sh verify gahle nd eave loads, if applicable, p ent rotation/toppling. See HORIZONTAL REACTION (S) MAX DEFLECTION (span) : Refer to app ropriate,ITWBCG's Standard BCSI a d ANSI/TPI 1. support 1 272 lb 2 16 L/999 MEM 10-11 (LIVE) LC 42 Gable Details for nformation regarding PLATING BASED ON GREEN LUMBER VALUES. designed support -165 support 7 165 16 L= -0.01" CC= -0.01" CL= -0,02" the bracing of this gable truss. + + This truss is using the ASCE7-10 Wind Specification support B -272 lb MAX DEFLECTION (cant) + +OVERHANG(S)+MAY+BE SHORTENED UP+TO 3" MAX.I Bldg Enclosed = Yes, ----------LOAD CASE #1 DESIGN LOADS ---------------- L/637 MEM OL- 1 (LIVE) LC 59 Overhang Soffit loading = 5.0 psf Truss Location = Not End Zone Dir L. PIf L.Loc R,Plf R.Loc LL/TL L= -0.04" CC= -0.04" CL= -0.08' + + + + + Not designed+for+attic+storage+unless + E. Category = C Bldg Length = 20.00 ft, Bldg Width = 14.00 ft TC Vert 85.00 - 2- 0- 0 85.00 0- TC Vert 83.80 0- 0- 0 103.00 7- 0- 0 0.52 0- 0 0.53 CRITICAL MEMBER FORCES: nootherwise. Mean roof height = 9.33 ft, mph = 110 TC Vert 103.00 7- 0- 0 83.80 14- 0- 0 0.43 TC CoMP.(DUR.)/ TEN S. (DU R.) CSI Occupancy Category II, Dead Load = 13.2 psf TC Vert 85.00 14- 0- 0 85.00 16- 0- 0 0.52 OL- 1 0(1.25)/ 54(1.25) 0.23 46(1.25) 0.10 Designed as Main Wind Force Resisting System BC Vert 16.00 0- 0- 0 16.00 14- 0- 0 0.00 1-2 -148(1.25)/ 2-3 -144(1.25)/ 33 1.25) 0.11 - Low -n se and Components and Cladding 3-4 -121((1.25)/ 38(1.25) 0.03 Tributary Area = 45 sgft The truss is designed to support top chord 5-6 -120I�o(1.25)% 2211.25 u:oz outlookers, 0-10-0 long and a cladding load 6-7 -121((1.25)/ 38(l.zs o.03 not to exceed 10 PSF and 24" span opposite 7-8 -144(1.25)/ 33(1,25) 0,12 face. Do not notch the top chord. 8-9 -148(1.25)/ 46(l,zs) 0.10 9 -OR 0(1.60)/ 54(1.25) 0.28 BC COMP.(DUR.)/ TENS (D R.) CSI 10-11 -165(1.25)/ 129(1.25) 0.15 11-1Z / 0.12 12-13 / 0.03 13-14 / 0.03 14-15 / 0.03 15 -16 / 0.12 16-17 -165(1.25)/ 129(1.25) 0.15 WB COMP.(DUR.)/ TENS.(DUR.) CSI 2-11 -277(1.25)/ 0.03 3-12 -65(1.25)/ 6 1.60) 0.01 4-13 -59(1.25)/ 2(1.60) 0.01 6-14 -59(1.25)/ 2(1.60) 0.01 1 7-0-0 I 7-0-0 1 7-15 -65(1.25)/ 6(1.60) 0.01 1 2 3 4 5 6 7 8 9 8-18 -277(1:25)/ 0.03 4-13 -59(1.25)/ 2(1.60) 0.01 6-14 -59 C1,25)/ 2(1.60) 0.01 4.00 -4.0 1.5X3 1.5X3 2,5X4 1.5X3 1.5X3 1.5X3 1.5X3 2- 13 1-2-8 ; 3X6 3X6 3-3-11 11 = rHIP 0-3-13 0-3-13 1.5X3 1.5X3 1.5X3 1.5X3tO�E^+I 1.5X3 1.5X3 . arretZ 2-0-0 22-0-0-0 10 11 12 13 14 15 16 17 OVER CONTINUOUS SUPPORT No`C 58006 All connector plates are ALPINE Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super "".✓ Strength 18 ga. Plates are to be positioned per Joint Detail Report. Circled plates and false frame plates 4/27/2017 are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates. 268 - Homewood Trus **WARNING!** READ AND FOLLOWALL NOTES ON THIS DRAWING! Cust: Sunny Dhami CCA **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. W0: Drive_M_0800417_L000JD /\ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Builydng Component • Dri ve_M_0800417_L00007_J00001 #LC 60 WT/PLY: 77# / \ Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless Dsgn r: BW = noted otherwise, top chard shall have properly attached structural sheathing and bottom chard shall have a properly attached dgid ceiling. Locations shown TC Live 20 DD psf p Li veDu r L=1.2 5 P=1.2 5 ri (�\ I I for permanent lateral restraint n webs shall have bracing installed per Cher sections 83, B7 or 610, as applicable. Apply plates to each face of truss and as shown above and on the Joint Details report, unless noted otherwise. . TC SnOW (Pf) 0.00 psf SnowDu r L=1.15 P=1.15 ���r� U v position Alpine, a division oflN/ Building Components Group Inc., shall not beresponsible for any deviation from this drawing, any failure tobuild the truss in TC Dead 14.00 psf Rep Mbr Bird / Comp / Tens AN ITW COMPANY conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility BC Live 0.00 psf 1.00 / 1.00 / 1.00 2820 N. Great SW Pkwy. Grand Prairie, TX 75050 solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building BC Dead 8.00 psf 0. C .Spacing 2- 0- 0 Designerper ANSI/TPI 1 Sec.2 TRUSPLUS 6.0 VER: T6.5.21 For more information see this job's general notes page and these websites ALPINE www.amineirmcom,TPCwwwAninstoro WTCA www.sbcindostNcro ICC: -i csafaca Bldg Code: CBC -2016 DEFL RATIO: L/240 TC: L/24 2016 CALGreen Residential Mandatory Measures This checklist applies to newly constructed buildings, additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, orsize. The requirements shall only apply to and or within the specific area of the addition or alteration. (2016 CGBSC 301.1.1 ) ***Note 2016 CGBSC 301.1.1: On and after 11112014, residential buildings undergoing permitted alterations, additions or improvements shall replace noncompliant plumbing fixtures with water - conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of certificate of final completion, certificate of occupancy or final permit approval by the local building department. Feature or Measure Required III' WlmwNSAa A plan is developed and implemented to manage storm water drainage during construction. CGBSC 4.106.2. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings CGBSC 4.106.3. Provide capability for electric vehicle charging in one and two-family dwellings and in townhouses with attached private garages; and 3 percent of total parking spaces, as specified, for multifamily dwellings. Building meets or exceeds the requirements of the California Building Energy Standards. CGBSC4.201.1. 0. s Water closets. The effective flush volume of all water closets shall not exceed 1.28 gpf. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125gpf and floor mounted or other urinals shall not exceed 0.5 gpf. Single showerheads. Showerheads shall have a max. flow rate of not more than 2.0 gpm at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gpm at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Residential lavatory faucets. The max. flow rate of residential lavatory faucets shall not exceed 1.2 gpm at 60 psi. The min, flow rate of residential lavatory faucets shall not be less than 0.8 gpm at 20 psi. Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. Kitchen faucets. The max. flow rate of kitchen faucets shall not exceed 1.8 gpm at 60 psi. Checklists`Green Building Page 1 of 3 02/1012017 2016 CALGreen Residential Mandatory Measures Checklist (Cont'd) Feature or Measure Required !, xy.•. u d Seine r - i 'T. 'Si---Y:e..:!n,c' `e t i �". ,. Ci 0^ , yG i 4 2'•`ii a . P z,.ry W ., m G v 'i.*. New residential developments with an aggregate landscape area equal to or greater than 600 sq ft shall comply with one of the following options: 1. A local water efficient landscape ordinance or the current California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO), whichever more stringent; or 2. Projects with aggregate landscape areas less than 2,500 sq ft may comply with the MWELO Appendix D Prescriptive Compliance Option. • l�/Jy 1 v Q (STA. ,3j�,,, , 'sa�`�, k e k ' ..:F 1- j e ��^ t.. {3i Y :Tdr�.�-` y_ .' _ •' .. .. .xj � .''.r Rodent proofing. Annular spaces around pipes, electric cables, conduits, or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acce table to the enforcin ac enc Recycle and/or salvage for reuse a minimum of 65 percent of the nonhazardous construction and demolition waste in accordance with one of the following: I. -Comply with -a- more -stringent-local--construction-and-demolition-waste _-.. . management ordinance; or 2. A construction waste management plan, per Section 4.408.2; or 3. A waste management company, per Section 4.408.3; or 4. The waste stream reduction alternative, per Section 4.408,4. MuildiVq} O&M Manual: An operatlon and maintenance manual shall be available in the at the time of final inspection. Recycling by Occupants: Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. See exception for rural jurisdictions. '�' xv li��� �cw�Y����� ��� � r. �Cr�E` � +.�., � t ' '"'a• � *��` �' .r � � 2C-�. `3,... Any installed gas fireplace shall be direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet staves and fireplaces shall also comply with applicable local ordinances. 'ole tont .C.ontro . Duct openings and other related air distribution component openings shall be covered during construction. Adhesives, sealants and caulks shall be compliant with VOC and other toxic compound limits Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulking compounds shall comply with statewide VOC standards and other requirements. Paints, stains and other coatings shall be compliant with VOC limits. 4.504.2.2 Check I ists\Green Building Page 2 of 3 02/10/2017 2016 CALGreen Residential Mandatory Measures Checklist (Cont'd) Feature or Measure Required Aerosol paints and coatings shall be compliant with product weighted MIR limits for ROC and other toxic comr)ounds, Carpet and carpet systems shall be compliant with VOC limits. 4,504,3 At least 80% of floor area receiving resilient flooring shall comply with specific VOC criteria. Hardwood plywood, particleboard and medium density fiberboard (MDF) used on interior or exterior of the building shall comply with formaldehyde emission standards. Documentation shall be provided to the City building inspector verifying that compliant materials have been used. MRConcrete Slab Foundations: Vapor retarder and capillary+ break is installed at slab - on -grade foundations. Moisture content of building materials used in wall and floor framing shall not exceed 19% before enclosure. Moisture content shall be verified in compliance with CGBSC 4.505.3. Indoor Air Quality and Exhaust {4.508} Bathroom exhaust fans shall be ENERGY STAR rated and ducted to terminate outside. Unless functioning as a component of a whole house ventilation system, bathroom exhaust fans must be controlled by a humidity control adjustable between a relative humidity range of 50% - 80g%. t MW NE male Duct systems are sized, designed, and equipment is selected using thefollowing methods: 1. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2011 or equivalent. 2. Size duct systems according to ANSI/ACCA 1 Manual D-2014 or equivalent. 3.Select heating and cooling equipment according to ANSI/ACCA 3 Manual S- 2014 or equivalent. HVAC system installers are trained and certified in the proper installation of HVAC systems. Special inspectors employed by the enforcing agency must be qualified and able to demonstrate competence in the discipline they are inspecting. Verrfi�ar©#¢iso)-. `L. a ...r..#IE nayff Verification of compliance with this code may include construction documents, plans specifications builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency, which show substantial conformance. Checklists\Green Building Page 3 of 3 02/10/2017