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BRES2015-0202Qin # 3� City of U Quinta Building 8F Safety Division Permit # 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address: t�N 0AG /gyp, Owner's Name: A. P. Number: - 2 O(D D� / Address: -! $ %Cf) ✓,E/V f Ji� L 'Legal Description: dP-: 7 0A15; -a JP -770) City, ST, Zip: Contractor:i q " A/S7LvL7/ o n.j Tele hone: .................:............::.........:.:: Address: LI $D�j � � �LAG� Project Description: City, ST, zip: C4 ZZa 3 — AJ . l&1) CQn/ST wC i r v TeleP ho n • e. 7 O o� .. State Lic. # : % D �So? L/ City Lie. #.- Arch., Engr., Designer: ZI �)E6 f NS Address: y� Ci /✓N/}Qn�fZ AniP City., ST, Zip: e,"L Telephone: 0 s «:?:<<:%:::::>`.>:<:>?<::<one): e• aneY Construction on TYP Occupancy: : Lie. # moState Project PYPa (circle ew Add Alter Repair r De Name of Contact Person: �� to / ` Sq. Ft.: �(P L' #Stories: 1 #I Inits: Telephone # of Contact Person: o - 12i 11I vim- Estimated Value of Project: ODD APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical ' Grading plan 2°" Review, ready for. corrections/issue Electrical Subcontactor List Called Contac(Pcrson Plumbing Grant Deed Plans picked up S.M.I. II.O.A. Approval Plans resubmitted Grading IN ROUSE:- Review, ready for correctionsrssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. 1Vks. Appr Date of permit issue , School Fees, Total Permit Fees CERTIFICATE OF COMPLIANCE JNLF'en s Desert Sands Unified School District 10"o 47950 Dune Palms Road N RANCK MIRAGE r RANCHO MIRAG2 Q H `INOIIW WELLS- y La Qunita CA 92253 ate.° a�,EE � Date: 8/11/2016. , o`A,Nuio No.: 16-00298-1 (760)771-8515 L• Owner: David Newby Email. Address: 48890 Avenida EI Nido Jurisdiction: La Quinta City: La Quinta Tract #: Type:: Detached Guest House Lot # Street No. Street Name Sq. Feet APN Permit No. 48890 ,Avenida EI Nido 264 658-300-019 M; • _ . � pUG 11 2016 C1TV OF LA ®f�L PENT • . � �®�4AAUP9ITV O�v Comments: At the present time, the Desert Sands Unified School District does not collect fees on garages/carports; covered patios/walkways, residential additions under 500 square feet, detached accessory structures:(spaces that do not contain facilities for living, sleeping, cooking eating, or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fess imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $3.48 X 264 S.F: or $918.72 have been paid for the property listed above and that building permits and/or.Certificates of Occupancy for this square footage in the proposed project may now be issued. Fees Paid By: MoneyGram/Brad Schwilk Check No.: R20697886064y Bank Name/Recipient of Certificate Telephone: 760/899-012°" r Funding: Residential n: By Dr. Gary Rutherford 3 ' Superintendent -�•, Fee Collect d Exempted b Patricia Barbuzza Amount Due: $918.72 Original Payment(s) Rec'd: $0.00 New Payment Rec'd: $918.72 Over/Under: $0.00 NOTICE: Pursuant to Government Code Section 66020(d)(1),, this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. Notice. to Building Department: THIS DOCUMENT VALID ONLY IF IMPRINTED WITH EMBOSSED SEAL. Ate_ Building Permit Number: Project Description: new casita const Exempt: ❑ (Materials may contain hazardous wastes and are not subject to recycling provisions) f soFr1.' Construction Debris Management Plan Plan Submittal Datel 8/8/2016 Job Site Address 48890 Avenida el Nido I Owner's Name Dave Newby t5 Number, Street, or PO Box w' 48890 Avenida EI Nido 1.25 Not recyclable Ciy, State, Postal Code La Quinta, CA. 92253 A�� Owner's Phone Number 816-510-3395 0.00 Recyclable Owner's E -Mail Address 0.00 Recyclable CITY Qv LA CUINTA Recyclable . ®�fat,OpMENT �l Project Manager's Name Brad Schwilk COMMUNITY Project Manager's Phone Number 760-89970122 Project Manager's E-mail Address brad(a�bradlevconstructionca.com Builder/ Contractor Bradley Construction Number, Street or PO Box 43803 Anatra PI. City, State, Postal Code Indio, CA. 92203 Project Square Footase - 264 square feet City Approval By -DF0►, U 0, d,§ . Date of City Approval Com, �C� 1 (o Materials To Be Discarded: Tons Product Tons Trash 1.25 Not recyclable Asphalt 0.00 Recyclable Brick/Block 0.00 Recyclable Cardboard 0.00 Recyclable Commingled 0.00 Recyclable Concrete1.00 Recyclable Drywall 0.11 Recyclable Donated / Reuse* 0.00 Recyclable *Describe Items Product Tons Masonry (broken) 0.00 Recyclable Plaster 0.25 Recyclable Scrap Metal 0.00 Recyclable Tile (floor) 0.00 Recyclable Tile (roof) 0.04 Recyclable Wood 0.25 Recyclable Landscape Debris 0.00 Recyclable Totals: Recycle Trash Projected Diversion: 1.7 1.3 56.90% I understand it is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completion, implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 50% of the jobsite waste is diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project in accordance with this plan. This DMP is issued in the name of the property owner(s) and shall remain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a.DMP for the owner. However, the DMP is still issued in the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The property owner(s) and general contractor shall be kept informed of the diversion progress through bi-monthly reports. If self -hauling, all refuse material from this project site must be taken to an approved recycler or transfer Owner / Developer / Project Manager / Superintendant Date La Quinta Golf Estates Community Association Architectural Committee . P.O. Box 553 La Quinta, CA 92247 X760 564-0136 CITY OF LA OUIIVTA im n javnew V jerizon.net COIL MU'mw nl°� LOPEI�T June 29, 2016 Mr. Brad Schwilk Bradley Construction . 48-890 Avenida El Nido La Quinta, CA 92253 Dear Mr. Schwilk: The Architectural Committee for the La Quinta Golf Estates Community Association has reviewed the plans that you submitted for the construction of a Casita at the home of Dave Newby at 48-890 Avenida El Nido and we have approved them. Please remember that the approval is for these plans only and if you make changes to your plans they will have to be resubmitted for approval. Yours truly, Jimmie D. Woods Chairman, Architectural Committee Bin # City of La QUiinta Building U Safety Division Permit #i 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-701,2 '5'1Y, ,W 7-0ZoZ Building Permit Application and Tracking Sheet Project Address: `v Owner's Name: Y� A. P. Number: 0 _ Address: $LU )SLIA Legal Description: City, ST, Zip: Con tract or: TeleP hoot: Address- Project Description: l e v a-��• city, ST, Zip: Telephone: one: +� v 4 � s State Lic. # : City Lic. #; �+ � �� Rry jii_ Gv4 yL I Arch.,`Engr.,' esi er: Address: �Ylh Y City, ST,Zip: hone:—/U � nTele Occupancy: : Cotructi n Type: e•vO ,. �. State Lic. #- Project ect type (circle one • New dd' Alter Repair- r Demo 0 Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: �"] 13� Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rcc'd TRACKING PERMIT FEES Plan Sets. Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cales.. Called Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up Construction Floodplain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up _ .M.I. H.O.A. Approval Plansrc milted Gr ding IN HOUSE.:_ eyiew, ready for corrcctio ssue Al D eloper Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. 1111,s. Appr Date of permit issue Vol - School Fees, /-' -co C — — Total Permit Fees prW_''' BUILDING ENERGY ANALYSIS REPORT PROJECT: Newby Casita - 48-890 Avenida EI Nido La Quinta, CA' Project Designer: . a Rios'Design 49-901 Cinnabar Lane Coachella, Ca 92236 760-485-7431 Report Prepared by: Joan D. Hacker Insu-form, Inc. 72875 Fred Waring Drive, Suite C J Palm Desert, Ca 92260 �N�,A - 760-345-1352 CITY O LA OU BUILDING & SAFETY DEPT. - - .: � • • . ._ .APPROVED I FOR CONSTRUCTION } DATEJQ BY Job Number: `N. EVED OCT 2 0 2016 Date: CITY ®FLA QUINTA 10/18/2016 COMMUNITY DEVELOPMENT The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. 1 Ener Pro 6. by Ener Soft User Number: 2655 ID: I TABLE OF CONTENTS Cover Page i 1 Table of Contents 2 Form CF -1 R-PRF-01-E'Certificate of Compliance 3 Form RMS -1 Residential Measures Summary - 9 Form MF -1 R Mandatory Measures. Summary 10 HVAC System Heating and Cooling Loads Summary, 14 Zone Load Summary',15 Room Load Summary 16 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Calculation Date/Time: 12:48, Tue, Oct 18, 2016 Calculation Description: Title 24 Analysis Input File Name: Newby Casita.ribdx CF1 R -PRF -01 Page 1 of 6 GENERAL INFORMATION ENERGY USE SUMMARY, 01 Project Name Residential 04 05 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ft2-yr) 03 Project Location 48-890 Avenida EI Nido Compliance Margin Percent Improvement 04 ! City La Quinta 05 Standards Version Compliance 2015 06 Zip Code , 07 Compliance Manager Version BEMCmpMgr 2013-4b (433) 08 Climate Zone CZ15 09 Software Version EnergyPro 6.8 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 315 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft) 264 , 15 Number of Zones 1 16 Slab Area (ft2) 264 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 r Glazing Percentage (%) 24.2% ` i COMPLIANCE RESULTS "+ �' ,tom—,.• M 01 Building Complies with Computer.Rerformance n 02 » This building Incorporates features`that require field testing and/orverificatlon by a -certified HERS �ater`under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below .., �:+:; N•t Registration Number: 216-NO253845F-000000000-0000 Registration Date/Time: 2016-10-18 15:59:31 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 HERS Provider: CaICERTS inc. Report Generated at: 2016-10-18 12:48:31 ENERGY USE SUMMARY, 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 2.82 3.95 -1.13 -40.1% Space Cooling 257.72 283.03 -25.31 -9.8% IAQ Ventilation 2.99 2.99 0.00 0.0% Water Heating 62.56 34.70 27.86 44.5% Photovoltaic Offset 0.00 0.00 ---- Compliance Energy Total 326.09 324.67 1,42 0.4% Registration Number: 216-NO253845F-000000000-0000 Registration Date/Time: 2016-10-18 15:59:31 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 HERS Provider: CaICERTS inc. Report Generated at: 2016-10-18 12:48:31 CERTIFICATE OF COMPLIANCE.- RESIDENTIAL PERFORMANCE COMPLIANCE METHODCF1R-PRF-01 r r Project Name: Residential Calculation Date/Time. 12:48,"Tue, Oct 18,2016 ?^ . ,; �' s Page 2 of 6 J Calculation Description: Title 24 Analysis t Input File Name: Newby Casita.ribdx ' r �s • • ' S +� r[ . ENERGY DESIGN RATING This is the'sum of the annual.TDV energy cci surr ption-for energy use,components included in the performance compliance approach'forthe Standard. Design Building (Energy Budget) and the annual TDV energy consumption for lighting and -components'not regulated by.Tiite 24; Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offsetby an, renewable energy system on-site re -. �•` ,c�`'- ,Reference Energjr Used 'f Energy Design Rating ', Margin' -Percent, Improvement'. . ..,"Total Energy (kTDV/t2 yr)'- ,rx r :`, X495:04' ? �z 493 62 "' r 1.42 . ." f 0.3 t - `*ftt R�. "ht ' includes calculated Appliancesand Miscellaneous Energy Use (AMEU) 'N � _f..' • �' t• � J - �Y � �/� ' • - J�h Vis. t ,i'.S • ' . + 4-- F _ «i r _ ti • t , BUILDING- FEATURES INFORMATION G 0102 w 03 04 05• 06 07 '° . R HVAC System Name Number of Dwelling i : ,� F Number of Ventilation .. A '• Number of Water '.• Project Name, , Conditioned Floor Area (ft2) tir , Units .- f Number of Bedrooms Number of Zones Cooling Systems Heating, Systems Residential 264 1 1 . 1 ` {, 0 1• ZONE INFORMATION .,. 01 02 03 04: 05 • 06.. A r Zone Name Zone Type ° .. . R HVAC System Name Zone Floor Area (ft2) Avg. Ceiling A Height r Water Heating System 1 k Water Heating System 2 • Casita Conditioned Casital + 264 9 DHW Sys 1 •e y- ,r v nom• . ' Registration Number: 216-N0253845F-000000000-0000 Registration Date/Time: y, 2016-10 18 15:59:31 HERS Provider: CaICERTS inc. g CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-10-1812:48:31 - CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Residential Calculation DatelTime: 12:48, Tue, Oct 18, 2016 Page 3 of 6 N Calculation Description: Title 24 Analysis Input File Name: Newby Casita.ribdx OPAQUE SURFACES 01 ' 02 ,' 03 04 05. .. 06 06 01 02 03 04 05 06 07 08 Name - Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft) Tilt (deg) Front Wall Casita R-19 Wall 315 Front 300 0' 90 Left Wall Casita R-19 Wall 45 Left 300 0.45 90 Back Wall Casita R-19 Wall 135 Back 300 - 0 90 Right Wall Casita R-19 Wall 225. Right 300 64 90 OPAQUE SURFACES - Cathedral Ceilings . 01 ' 02 ,' 03 04 05. .. 06 06 01 08 09 10 11 Name ' Zone ) Type ` Orientatio n IArea (ft2) Skylight Area (ft2) Roof Rise (x in 12) ' Roof Pitch Roof Tilt (deg) Roof Reflectance Roof Emittance , Framing Factor Roof - Casita R-30 Roof Rafter . Front 264 0' 0 0 . 0 0.1 0.85 0.1 WINDOWS -•t`, �....-Ms n ..-.: 3 �,,. wy.' 01 02 J.�.- r 03 l i"; f,! 4 04 05 .. 06 _ 07 08 09 10 .. 11 12 13 14 Overhang Multiplex Area ' Window Depth Name' Type, Surface (Orientatlon;Azlmuth)�.5 4Wldtti (ft) Height (ft) er,:(ft2) DIsti- .-factor SHGC Exterior Shading Window Window `+ Right Wall (Right -225) i Right 8 0'✓ r -8-_r 3 X64.0 0.45 0.36 Insect Screen (default) r r _ OVERHANGS AND FINS r - 01 02 0 3 04 05 T 06• 07 08 09 10 11 12 13 14 r r _ OVERHANGS AND FINS - 01 02 0 3 04 05 T 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 DIsti- Bot Up Depth Top Up Dist R Bot Up Window 3 0.1 3 3 0 0 0 0 0 0 0 0 0 Registration Number: 216-N0253845F-000000000-0000 Registration Date/Time: 2016-10-18 15:59:31 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-10-18 12:48:31 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD "- y '� * CF1 R -PRF -01 ) Project Name: Residential . . r Calculation DateRlme: 12:48; Tue; Oct 18, 2016. , . 4� ;" �' ' ' Page 4 of 6 °•' Calculation Description: Title 24 Analysis . F , • ' ^ Input File Name: Newby Casita.ribdx- . s r � i* OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04. 05 .. 06. 07 Solar Fraction (%) ,;" .. 02 it ', *!i Total Cavity Winter Design O6 07, Construction Name'- Surface Type Construction Type : " Framing ' R -value U -value ; Assembly Layers .` (ff2 Perleter m(ft) Edge InsuL R -value &Depth' Carpeted Fraction Heated Slab=on Grade ,: k: 1#Casita ' 1 ..Y ,; ,.264 A. 53' Inside Finish: Gypsum Board _ 0.8" .. a No #� ` R -value r r' , i , ,, -h,: Cavity/Frame: R -19/2x6 ..: �, •_ r - R_ 19 Wall Exterior Walls 'Wood Framed Walf ; @ 16 in. O.C. } ` '° R 19 0.072 ` `; •Exterior Finish: 3 Coat Stucco ,2x6 n `:' ? ` '•� f'' n Inside Finish: Gypsum Board Cavity/Frame: R-301200 t rte, : +t,�., M; r .� ^ I r•• f . a. I,.A. ' A , �: ! ,x'6'' ; •, ; F- : <i r 'Roof Deck Wood Siding/sheathing/decking � R-30 Roof Rafter 3 ' Cathedral Ceilings, Wood Framed Ceiling �'� t 2x10 @^ 16 iri. O C. ; R 30 -' 0.037= Roofing: Light Roof (Asphalt Shingle) 'a . i , SLAB r { t '� x f s, i', 3 ��.lr 03' r ^ + 04 05 ,FLOORS ;Name ; :. ,� z - ^ . System Type Distribution Typ® `,, Water Heater Number of.Heaters Solar Fraction (%) ,;" .. 02 it ', *!i 03 05 O6 07, Not Required f' •7F.'�l.L1R:. 4,-.t , - r Tank Volume EZone', (ff2 Perleter m(ft) Edge InsuL R -value &Depth' Carpeted Fraction Heated Slab=on Grade ,: k: 1#Casita ' 1 ..Y ,; ,.264 A. 53' ;None, ` 0.8" .. a No Input Rating R -value (Fraction) - ,, r A : ♦ • . t . ti a . : Y " � v�'. r »�-:;+.,i..r �A`n.�,."rr''�'-'-� a ' )3x.:w.rwa+�+r-azsn' i "s - c >. � I r�P fi rix , r r t;4�%t1 rg .S BUILDING`ENVELOPE = HERS VERIFICATION' r { t '� x f s, i', 3 ��.lr 03' r ^ + 04 05 03 ;Name ; :. ,� z - ^ . System Type Distribution Typ® `,, Water Heater Number of.Heaters Solar Fraction (%) ,;" .. *> • ` .,Quail Insulaflon Installation GII -Quail >Installation of S ra Foam, n's`ulatlon _ xBuildin "EnveloP< 'e�Alr.a9e Leak . -. ,, . ; tY (, . ). r*�"',',�a:� ,. �! -.-� �. � z7 � P :y�. ;:_ ....� ,.,,. � •>i�!i.,. f.,- ;� �: t K•w T ' CFM50' ... ?•` , Not Required' '^• " .: • - ,. .� � ; ' q' NottFtequired ' y, Sty. �' - Not Required f' •7F.'�l.L1R:. 4,-.t , - �, .. T- ,-. .,, ' _ r `' ,. ,r, ,.,. ;. _, �y... � �, s+,aa-. ,w' .'.•e - „�- � :,� _..3�..a� -:v .� . �e.#x' i s ta,�..,. � - -y�� - x ti WATER HEATING SYSTEMS > , `+• `T ` r { t '� x f s, i', 3 02. • 03' r ^ + 04 05 Y .06 ;Name ; :. ,� z - ^ . System Type Distribution Typ® `,, Water Heater Number of.Heaters Solar Fraction (%) ,;" .. . DHW Sys 1 - 1/1 a DHW Standard,' DHW Heater 1' 1 ,' s} .0% • .*1a r •� r1 WATER HEATERS .. _ ' 01,, i 02 03 '04 .05 . 06 07 OB' Tank Exterior - ` Tank Volume Energy Factor or Insulation + Standb Loss Y Name Heater Element Type Tank Type (gal) Efficiency Input Rating R -value (Fraction) - .DHW Heater 1 Natural Gas Small Instantaneous 0.2 "`• 0.82 ';150000-Eltu/hr , 0 0 A µ.4. L ... A•� { Registration Number: 216-N0253M5F-000000000-0000 Registration'Date me. 2016-10-18 15:59 31 `} HERS Provider: . - CaICERTS inc. CA Building Energy Efficiency Standards- 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-10-1812:48:31 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD •' , �' ` CFIR-PRF-01,', : Project Name: Residential ,► r Calculation Date/Time: 12:48, Tue; Oct 18, 2016 * it - Page 5 of 6 : } ,. Calculation Description: Title 24 Analysis `; , 'input File Name: Newby Casita.ribdx t Y :r •x . 'y yr. WATER HEATING - HERS VERIFICATION 01 02 03 04 ;- 05 06 07 Name pipe Insulation Parallel Plping" Compact Dlstribution Point -of Use Recirculation ' Control, Central DHW Distribution _ DHW Sys 1 - 1/1 Heat Pump.System 1 None-' y None Zonally -- - SPACE CONDITIONING SYSTEMS ,, • ` ; • f + r•, 01 02 03 04 _ 05 06 , . -; r'•' SC Sys Name , f ' : rs System Type 2 Heating Unit Name , i Cooling Unit Name d Fan Name , Dl+stributlon Name •' , - :Heat Pump System 1 :2:3 , Heat Pump Heating and ` :1 Heat Pump System 1 Heat Pump.System 1 None-' y None Zonally i Cooling S stem 9 y. r,. f HERS. Name' '+ Name.. r y� HSP F/COP ' Cap 47 'Cap, rt l� Y tit HVAC = HEAT PUMPS V S w f "i v . +,li02 a "' 03;' C 04` 09.1-` O6 07. OB . : . 09 z ' ; . 10 ,�+ 4+01 71 Y -lVerlfied { Verified Refrigerant', , ,'Verified Airflow = Airflow Target Verified EER w'SEER • 'y ' in n -'ti Heating M1r, RCooling Zonally Multispeed r,. f HERS. Name' '+ Name.. / :Type ,; ` HSP F/COP ' Cap 47 'Cap, SEER ".-4 EER. •-Controlled Xompressor, Verification .:. .. _,.,', .' ., , t°; _ .+4•mtl1.. .. ,..u''f ., 3.- .; v!br. ,r5u.. +,+-ait. yr_3 r r -Heat ;Pump System 1 . - «� r, RoomH®atPump 1�7. 52. ," 112202No .0..:•s.,.. �i- , ..�`;x N Heat Pump System ''': _ hers cool ,1 P ys,�',` :Y •'��_, t. k ',�',r'-d'fi"� ' Y?V� 7i. �'r9.;.',uA!. �. �' i8F Y.Sei' . �..- '!:l�'"/•c "�yp. '� �i r "P++ Hs:,.. '. ?T!' 4 .'-•17+1 •M \ . , � - ;:*- � ^ R-•'• c�afi c t HVAC COOLING= HERS VERIFICATION''`,, '` r,"�, '� * , 01 02 , ik 03 �. '_ E ,. 04 i x •.r..: 05 �:," �' 06 =, 06 r a ' ° -lVerlfied { Verified Refrigerant', r Name ,'Verified Airflow = Airflow Target Verified EER w'SEER • Charge , ^ '.Heat Pump System -1 -hers -cool ` , .-Not Required ,, ," -• ' r +' - .'Not Required • `� , , Not Required Not Required y IAQ (Indoor Air Quality) FANS, 01 02 '. 03 •04 05 06 r IAQ Recovery r Dwelling Unit ' IAQ CFM ! IAQ Watts/CFM IAQ. Fan Type Effectiveness(%) HERS Verification SFam IAQVentRpt' 17.64 0.25 Default 0 Required .T e r •,ate r .• , i +. 1' i' • 3 - _ % Registration Number: 216-N0253845F-000000000-0000, r Registration Date/Time. 12016-10-18 15:59.31 HERS Provider: ` CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version -CRR-03112016-433 Report Generated at:2016-10-18 12:48:31 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Calculation DatefTime: 12:48, Tue, Oct 18, 2016 Calculation Description: Title 24 Analysis Input File Name: Newby Casita.ribdx CF1 R -PRF -01 Page 6 of 6 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: dun A411. Joan Hacker Company: Signature Date: Joan Hacker 2016-10-18 12:51:18. Address: CEA/HERS Certification Identification (If applicable): 77810 Las Montanas Road, Suite 201 City/State/Zip:, Phone: Palm Desert, CA 92211 760-345-1352 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 Busines"! `and Professions Code to accept responsibility for the building design identified on•this Certificate of Compliance. , 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified -on -this -Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted toithe enforcementagency,for approval, with,this,building permit application. Responsible Designer Name: r' t Responsible Designer Signature: Gabriel Rios Company: p Rios Designs Date.Signed. a^ 2016=10-18 15:59:31 Address License: 49-901 Cinnabar Lane City/State/Zip: Phone: Coachella, CA 92236 760-485-7431 r - Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 216-N0253845F-000000000-0000 Registration Date/Time: 2016-10-18 15:59:31 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 HERS Provider: CaICERTS Inc. Report Generated at: 2016-10-18 12:48:31 RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name Newby Casita Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration 11011812016 Date Project Address 48-890 Avenida EI Nido La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 264 Addition n/a # of Units 1 INSULATION Construction Type Area Cavity (ft) Special Features Status Wall Wood Framed R 19 1,136 New Roof Wood Framed Rafter R30 264 New Slab Unheated Slab -on -Grade - no insulation 264 Perim = 53' New FENESTRATION I Total Area: 64 Glazing Percentage: 24.2 % New/Altered Average U -Factor: 0.45 Orientation Area ft2 U -Fac SHGC Overhang Sidefins Exterior Shades Status Right (SW) 64.0 0.450 0.36 3.0 none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Room Heat Pump 3.10 COP Room PTAC with Side L 15.0 EER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status Casita Ductless / with Fan Ductless n/a n/a New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Instantaneous Gas 0 0.82 Standard New Ener Pro 6. by Ener Sok User Number. 2655 ID: Page 9 of 16 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. Exceptions may apply. Review the respective code section for more information. Building Envelope Measures: §I 10.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 110.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of § 10-111 (a). § 110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. §110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. §I 10.8(i): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of §I 10.8(i) when the installation of a cool roof is specified on the CFIR. § 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 till insulation shall conform with manufacturer's installed design labeled R -value. §I50.0(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). §I50.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior § 150.0(g)1: walls, vented attics and unvented attics with air -permeable insulation. In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class 11 §I50.0(g)2: vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of § 150.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). § 150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of § 110.8 150.0 § (q)' Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U- factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §I50.0(e)I A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)I 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. §I50.0(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. §110.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- §110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. § 150.0(h)I: 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. § I50.0(i): Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c). §150.00)1A: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. § 150.00)113: 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. § 150.06)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For § 150.00)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I §150.00)3B: or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the §150.0(n)l : space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § I50.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5. § I50.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed §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 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than V4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints § 150.0(m)2: and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. § 150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § I50.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not §150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §I50.0(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 §I50.0(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 §I50.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §150.0(m)12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The § 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 <_ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, § 150.0(m)15: an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of >_ 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of <_ 0.58 W/CFM as confinned 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. §I50.0(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 permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary § 110.4(b)I : 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. §I 10.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro- grammed to run only during off-peak electric demand periods. §110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. § 150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: §110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of §110.9. §150.0(k)]A: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with §I50.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable. §150.0(k)l B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of § 150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with § 150.0(k) I 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) I D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no § 150.0(k) I E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k) I F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of § 150.0(k). n § 150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. § 150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. § 150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. §I50.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. § ] 50.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). §I50.0(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 §I50.0(k)2G: according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of §130.5; and all other requirements in §150.0(k)2. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of § I50.0(k) if: it §I50.0(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)21: 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. §I50.0(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. §] 50.0(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. §I50.0(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. §] 50.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. §I 50.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing § 150.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with § 150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and § 150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Measures Summary a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with §110.9; meets the Installation Certification requirements in §130.4; meets the requirements for an EMCS in § 130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the §I50.0(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 § I 50.0(k) I 2A: 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: §I50.0(k)1213: i. Comply with the applicable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a § 110.10(a)1: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shall comply with the requirements of § 110.10 b through § 110.10 e . § 110.10(a)2: Low-rise multi -family buildings shall comply with the requirements of § 110.10(b) through § 110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for § 110.10(b)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. § 110.10(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 § 110.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric". HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Newby Casita Date 10/18/2016 System Name Casita Floor Area 264 ENGINEERING CHECKS SYSTEM LOAD . Number of Systems 1 COIL CFM Total Room Loads 271 Return Vented Lighting Return Air Ducts Return Fan Ventilation - 0 Supply Fan Supply Air Ducts % TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 22,000 5,772 297 203 7,572 Total Output Btuh 22,000 0 Output Btuhls ft 83.3 0 0 Cooling S tem 0 0 Output per System 22,000 0 0 0 0 Total Output Btuh 22,000 0 297 0 Total Output Tons 1.8 0 0 Total Output Btuh/s ft83.3 Total Output s ftfTon 144.0 1 5,772 7,572 Air System CFM.per System 300 HVAC EQUIPMENT SELECTION Airflow cfm 300 Aura AU- 022 17,022 1,542 13,741 Airflow cfrnls ft 1.14 Airflow cfmITon 163.6 Outside Air % 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 17,022 1,542 13,741 Aug 3 M1 F Jan 1 AM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 70 OF 10 0' Outside Air 4P- 0 cfm Supply Fan 300 cfm 70 OF 70 OF 105 OF —► 11..x.1 _..I,..� Heating Coil II (( _ 105 OF . ROOM 70 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Coo ling Peak 112/78°F 75/62°F 75/62°F 55/54°F Outside Air Ar I — 03 0 cfm Supply Fan Cooling Coil 300 cfm 75 / 62 OF 55 / 54 OF 47.3% ROOM 75 / 62 OF EnergyPro 6. by EnergySoff User Number: 2655 /D: Page 14 of 16 ZONE LOAD SUMMARY Project Name Date Newby I i / • System Name •. Casita • ZONE LOAD ZONAL•• SYSTEM NAME ®®®®®®®®®®®® ®®®®®®®®®®®® ®®®®®®®®®®®® ®®®®®®®®®®®® ®®®®®®®®®®®® ®®®®®®®®®®®® ------------ TOTALS 0 0 0 0 Aug 3 PM 5,772 297 7,572 BLOCK LOAD EnergyPro 6. by EnergySoft User Number: 2655 ID Page 15 of 16 ROOM LOAD SUMMARY Project Name Date Newby Casita 10/18/2016 System Name s Floor Area Casita 264 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult: CFM Sensible Latent CFM Sensible Latent CFM Sensible Casita Casita 1 271 5,772 297 271 5,772 297 203 7,572 PAGE TOTAL TOTAL Total includes ventilation load for zonal systems. Ener Pro 6. by Ener Soft User Number: 2655 271 5,772 297 203 7,572 271 5,772 297 203 7,572 I 1 LAYT ZIrLAL Yr G' IrA T CJ. w 77570 Springfield Lone, Suite "D" i . Palm Desert, CA 92211 Telephone: (760) 360-9998 Fax: (760) 360-9903 Structural Calculation For Newby Res;i,dence, At 48-890 Avenida Fl Ni&.), 'La Quinta, CA. RI' JUL,1 4 2016 - Tvpe •Of.:Pr•aicct:Residcntial CITY OF LA CUINTA llctachcd Casita ,- COMMUNITY DEVELOPMENT CI1Y4 LAQUINTA • BUILDING & SAFETY DEPT. r APPROVE® FOR CONSTRUCTION DATE liy OFESS�� S G H 4,# ti� A0G Designer: Rios Desi*nC. b ��M77 N0. C67613 w n Nnb • �i� ' Ems. • � CALF . Date: July 5, 201:6 Designed by: R.A. JN: 160670 k., Page 1 of 26 RA Structural Ef lZo"112L'C'P n SI-lEET: CLIENT: Newby Residence SUBJECT: Detached Casita _ , TUB NO: 1:60670 DESIGN BY; R.A DATE: 7/05/2016 DESIGN LOADS Roof Loads - Flat Interior Wall Roofing 6 psf, Insulation 1 psf Framing 2.5 .psf Drywall 5 psf Sheathing (1/2" CDX) 1.5 psf Studs `1 psf Ceiling 2.5 psf Misc. 3 psf Insulation 1 ,5 psf. '` , Total Wall Weight 10 psf Misc. 6 psf 'Total Dead Load 20 psf �otal .Live Load 20 psf Total Roof Load 40 psf Exterior Wall 7/8" Stucco - 10 psf Insulation_ 1 psf , 'Drywall 2.5 psf _ I Studs 1 psf iMisc. 2.5. ,psf• = ; •T otal Wall Weight '17 psf , Page 1 of 26 STRUCTURAL ENGINEERING CIVIL AMD STRUCTURAL ENGINEERING 77S70 SPRIIGrICLD LAIJZ. SUITC D PALM DES CRT, CA P:760-360-9998 h760.360-9907 C:160-608-9116 EMAIL: RCZA9Rr5Tr0CrURAL.CCM Nood Beam T:rt Description : Roof Joists (R) CODE REFERENCES Project Title: Newby Residence Engineer: Reza Asgharpour, P.E. Project Desc.r: Detached Casita File=11server)projectsbve'wlIy INC, ProiectID: 160670 PriM(i 5JUL 2016, LlIN.I 3-Structura11RMENG+eng.ec6 6uild:6.16.5.11, Ver.6:16.5.11 Calculations per NDS, 2012, IBC 2012, CBC 2013, ASCE 7-10 0.4741 Maximum Shear Stress Ratio Section used for this. span 200 Load Combination Set: ASCE 7-10 fb : Actual 491.53psi fv : Actual Material Properties 1.036.65psi Fv : Allowable Load Combination Analysis Method: Allowable Stress Design Load Combination ASCE 7-10 Fb - Tension 900.0 psi E: Modulus of Elasticity Location of maximum on span Fb - Compr 900.0 psi Ebend- xx 1,600.Oksi Maximum Deflection Fc - Prll 1,350.0 psi Eminbend - xx 580.Oksi Wood Species : Douglas Fir - Larch Fc -Perp 625.0 psi -0.018 in Ratio= Wood Grade : No.2 Fv 180.0 psi 1027>=240, Beam Bracing : Completely Unbraced ft 575.0 psi Density 31.20pcf 1.100 1:00 1.15 Renelitivp Mpmhpr Ctrpcc Inrraaca D(0.02666) Lr(0 02666) Q(0-0 . i666) 1-00.02666) D(0 02666) W0,02666) 1 1 1V 1• i��+ 2x10 2x10 Span - 3.0 (t Span - 12;0 It _Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.020, Lr = 0.020 ksf, Tributary Width = 1.333 It, (Roof) Load for Span Number 2 Uniform Load : D = 0.020, Lr = 0.020 ksf, Tributary Width = 1.333 ft; (Roof) Load for Span Number 3 Uniform Load: D = 0.020, it = 0.020 ksf, Tributary Width =1.333 it,, (Roof] 'DE, SIGN SUMMARY 2x10 Span = 1.0 It Service loads entered. Load Factors will be applied for calculations Maximum Bending Stress Ratio = 0.4741 Maximum Shear Stress Ratio Section used for this. span 200 Section used for this span fb : Actual 491.53psi fv : Actual FB: Allowable = 1.036.65psi Fv : Allowable Load Combination +D+Lr+H Load Combination Location of maximum on span = 6:353ft Location of maximum on span Span # where maximum occurs = Span # 2 Span # where maximum occurs Maximum Deflection Iv F'v Max Downward Transient Deflection 0.066.in Ratio = 2171 >=360 Max Upward Transient Deflection -0.018 in Ratio= 1.354 >=360 Max. Downward Total Deflection 0.140 in Ratio = 1027>=240, Max Upward Total Deflection -0.037 in Ratio= 640>=240. _ Maximum Forces & Stresses for Load Combination Max Stress Ratios Segment Length Span # M V +D4H •Length = 3.0 it 1 0.074 0.111 Length =120 fl 2 0.292 0.111 Length =1.0 ft: 3 0.008 0.111 +D+L+H V Iv Load Combinations 0.152 : 1 I 2x10 34.27 psi 225.00 psi +D+Lr+H 3.000 It Span # 1 "• Page 2 of 26 Moment Values Shear Values Cd CFN Ci C m C t CL M fb Fb V Iv F'v 1.100. 1.00 1.15 1.00 1.00 0.99 0.00 0.00 0.00 0.00 0.90 1.100 1:00 1.15 1.00 ' 1.00 6.99 0.13 74.89 1010.81 0.17 18.05 162.00 0.90 1.100 1.00 1.15 1.00 1.00 0.87 0.46 258.88 887.77 0.17 18.05 162..00 0.90 1.100 1.00 1:15 1.00 1.00 1.00 0.01 8.32 1020.67 0.01 18.05 162.00 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Page 2 of 26 -- Project Title: Newby Residence STRUCTURAL ENGINEERING Engineer: Reza Asgharpour, P.E. Project ID: 160670 -- - - - Project Descr: 'Detached Casita CIVIL ANO STRUCTUNAL E.M.f..r..kc 77570 MIJACn6L0 LADE, 931 L. O DALY DESERT, CA 7:760-360-9996 P:760-360.9907 C:760-we-Pl4e - MAIL: RC; RRASTIEICTURAL.Ca4 timed' 5JULi016, 1:1IPPA INo- od, Be8t11 File =%erverlproiects!Ne.vbyR©sidence(Gabriel Ries)103-SbucturallRA1ENG1eng.ec6 ENERCA.LC, INC. 1983-2016, 8uild:6.16.5.11, Ver,6.16.5.1I s a Description : Roof Joists {R}• Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C FN C i Cr Cm C t C L M. fb F'b V fv F'v Length = 3.0 ft 1 0.067 0.100 1.00 1.100 1.00 1,15 1.00 1.00 0.98 0.13 74.89 1120.96 0,17 18.05 180.00 Length= 110 ft 2 0.274 0.100 1,00 1,100 1.00 1.15 1.00 1.00 0.83 0.46 258.88 944.97 0.17 18.05 180.00 Length = 1.0 ft. 3 0.007 0.100 1.00 1.100 1.00 1,15 1.00 1.00 1.00 0.01 8.32 1133.55 0.01 18.05 180.00 +D+Lr++f 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 3.0 ft 1 0.102 0.152 1.25 1.100 1.00 115 1.00 1.00 0.98 0.25 142.19 1393.77 0.32 34.27 225.00 Length = 12.0 ft 2 0.474 0.152 1.25 1.100 1.00 1.15 1.00 1.00 0.73 0.88 491.53 1036:65 0.32 34.27 225.00 Length = 1.0 ft 3 0.011 0.152 1.25 1.100 1.00 1.15 1.00 1.00 0.99 0.03 15.80 1415.24 0.01 34.27 225.00 +D+S+H 1.100 1.00. 1.15 1.00 1.00 0.99 0.00 0.00 0.00 0.00 Length=3.0ft 1 0.058 0.087 1.15 1.100 1.00 1.15 1:00 1.00 098 0.13 74.89 1285.11 0.17 18.05 207.00 Length =12.0 ft 2 0.257 0.087 1.15 1.100 '1.00 1.15 1.00 1.00 0.77 0.46 258.88 1007.50 0.17 18.05 207,00 Length =1.0 ft 3 0.006 0.087 1.15 1.100 1.00 1.15 1.00 1,00 0.99 0.01 8.32 1302.65 0.01 18.05 207.00 +D+0,750Lr+0.750L+H 1.100 1.00 1,15 1.00 1.00 0.99 0.00 0.00 0.00 0.00 Length = 3.0 ft 1 0.090 0.134 1.25 1.100 1.00 1.15 1.00 1.00 0.98 0.22 125.37 1393.77 0.28 30.21 225.00 Length = 12.0 ft 2 0.418 0.134 1.25 1.100 1.00 1.15 1.00 1.00 0.73 0.77 433.37 1036.65 0.28 30.21 225.00 Length = 1.0 ft 3 0.010 0.134 1.25 1.100 1:00 1.15. 1.00 1.00 0.99 0.02 1193 1'415.24 0.01 30.21 225.00 +D+0.750L+0.750S+H 1.100 1.00 1.15 1.00 1.00 0.99 0.00 0.00 0.00 0.00 Length = 3.O h 1 0.058 0.087 1.15 1.100 1.00 1.15 1.00 1.00 0.98 0.13 74.89 1285:11 0.17 18.05 207,00 Length = 12.0 ft 2 0.257 0.087 1.15 1 100 1.00 1.15 1.00 1.00 0.77 0.46 258.88 1007,50 0.17 18.05 207.00 Length = 1.0 ft 3. 0.006 0.087 1.15 1.100 1.00 1.15 1.00 1.00 0.99 •0.01 8,32 1302.65 0.01 18.05 207.00 +[)+0.60W+H 1.100 1.00 1.15 1:00 1.00 0.99 0.00 0.00 0.00 0.00 Length = 3.0 ft 1 0.042 0.063 1.60 1.100 1.00 1.15 1.00 1.00 0.97 0.13 74.89 1768.32 0.17 18.05 288.00 Length = 12.0 ft 2 0.237 0.063 1.60 1,100 1.00 1.15 1.60 . 1.00 0.60 0.46 258.88 1093.55 0.17 18.05 288.00 Length = 1.0 ft 3 0.005 0.063 1.60 1.100 1.00 1.15 1.00 1.00 0.99 0.01 8.32 1808.31 0.01 18.05 288.00 1.•100 1.00 1.15 1.00 1.00 0.99 0.00 0.00 0.00 0.00 •+D+0.70E4H Length = 3.0 ft 1 0.042 0.063 1.60 1100. 1.00 1.15 1.00 1.00 0.97 0.13 74.89 1768.32 0.17 18.05 288.00 Length =12.0 ft 2' 0.237 0.063 1.60 1.100 1.00 1.15 1.00 1.00 0.60 0.46 258.88, 1093.55 0.17 18.05 288.00 Length= 1.0 ft 3 0.005 0.063 1.60 1.100 1.00 1:15 1.00 1.00 0.99 0.01 8.32 1808.31 0.01 18.05 288.00 +D+0.750Lr+0.750L+0.450W+4.f 1.100 1.00 1.15 1.00 1.00 0.99 0.00 0.00 0.00 0.00 Length = 3.0 ft 1 0.071 0.105 1.60 1.100 1.00 1.15 1.00 1.00 0.97 0.22 125.37 1768.32 0.2.8 30.21 288.00 Length = 12.0 ft" 2 0.396 0.105 1.60 1.100 1.00 1.15 1.00 1.00 0.60. 0.77 433.37 1093.55 0.28 30.21 288.00 Length = 1.0 ft 3. 0.008 0.105 1.60 1.100 .1:00 1.15 1.00 1.00 0.99 0.02 13.93 1808.31 0.01 30.21 288.00 +0+0.750L+0.750S+0.450W+H 1.100 1.00 1,15 1.00 1.00 0.99 0.00 0.00 0.00 0.00 Length = 3.0 ft 1 0.042 0.063 1.60 1.100 1.00 1.15 1.00 1.00 .0.97 0.13 74.89 1768.32 017 18.05 288.00 Length= 12.0 ft 2 0.237 0.063 1.60 1.100 1.00 1.15 1.00 1.00 0.60 0.46 258.88 1093.55 0.17 18.05 288.00 Length = 1.0 ft 3 0.005 0.063 1.60 1.100 1.00 1.15 9.00 1.00 0:99 0.01 8.32 1808.31 0.01 18.05 288.00 +10+0.7501-+0.750S+0.5250E+4,1 1.100 1.00 1.15" 1.00 1.00 0.99 0.00 0.00 0.00 0.00 Length = 3.0 ft 1 0.042 0.063 1.60 1.100: 1.00 1.15 1.00 1.00 0.97 0.13 74.89 1768.32 0.17 18.05 288.00 Length = 12:0 ft 2 0.237 0.063 1.60 1,100 1.00 1.15 1.00 1.00 0.60 0.46 258.88 1093.55 0:17 18.05 288.00 Length= 1.0 ft 3 '0.005 0.063 1.60 1.100 1.00 1.15 1.00 1.00 0:99 0.01 8.32 1808,31 0.01 18.05 2.88.00 +0.600+0.60W+.0.60H 1:100 1.00 1.15 1.00 1:00 0.99 0.00 0.00 0.00 0.00 Length = 3.0 ft 1 0.625 0.038 1.60 1,100 1.00 1.15 1.00 1.00 0.97 0.08 44.93 1768.32 0.10 10.83 288.00 Length = 12.0 ft 2 0.142 0.038 1.60 1.100 ' 1.00. 1.15 1.00 1.00 0.60 0.28 155.33 1093.55 0.10 10.83 288.00 Length = 1.0 ft 3 0.003 0.038 1.60 1.100 1.00 1:15 1.00 1,00 0.99 0.01 4.99 1808.31 0.00 10.83 288.00 .60 +OD-0.70E+0.60H 1.100 1.00 115 1.00 1:00 0.99 0.00 0.00 0.00 0.00 Length = 3.0 ft 1 0.025 0.038 1.60 1'.100 1.00 1.15 1.00 1.00 0.97 0.08 44.93 1768.32 0.10 10.83 288.00 Length = 12.0 ft 2 0.142 0.038 1.60 1.100 1.00 1.15 1,00 1.00 0.60 0.28 155.33 1093.55 0.10 10.83 288.00 Length =1.0. ft 3 0.003 0.038 1.60 1.100 1.00 1.15 1.00 1.00 0.99 0.01 4.99 1808.31 0.00 10.83 288.00 Overall Maximum Deflections Load Combination Span - _ Max.' " Dell Location in -Span Load Combination Max. W Dell Location in Span 1 0.0000 6.151 +D-ILr+H -0.0915 0.000 +D+Lr+H 2 0.1401 6.151 0.0000 0.000 3 0.0000 6.151 -IDAr+H -0.0374 1.000 Vertical Reactions Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum 0.526 0.376 Overall MINimum 0.166 0.119 +O+H 0.277 0.198 +D+L+H 0.277 0.198 Page 3 of 26 Project Title: Newby Residence STRUCTURAL ENGINEERING Engineer. Reza Asgharpour, P.E. Proiect ID: 160670 — Project Descr. Detached Casita CIVIL ANO STRUCTURAL ENGINEEMIN6 77570 SPRIMTIELO UXE. SUM O - PALM 'O6SBRT. CA .P:760-360-9990 I -f:1607360-9901 C.-760-606.9116 - - OIA7L: P.IW95PA9rTUCrURAL.C¢1 - - - rlfill�@LI: 5JUL ZiItb. fTh File-Res�nclG.,,Q,-Siructu rallRAIENGIeng.ec6 �escorip�tion Eh'ERCuild:6;16.5.tt,ver,6.16.5.11. �D : Roof JOiSlB {R} Vertical �React1011s Support notation: Fay left Is 10- Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4, +O+ir+H 0.526�- +O+S'H 0.277 ' 0.198 +0+0:75OLr+0.750L+H 0A64 0.331 +0+0.7501-+0.750S+14 0.277 0.198 +0+0:60W+H 0.277 0191 +040.70E+H 0.277 0.198 +D+0r750Lr+0.750L+0.450W+H 0,464 0;331 +D+0.750.L+0.750S+0.450W+H 0.277 0.198 +D+0.750L+0.750S+0.5250E+H 0.277 0.198 +0.60D+0.60W+0.60H 0.166 0.119 +0,60D+0.70E+0.601-1 0.1660.119 D Only 0:277 0.198 . Lr Only 0.249 0.178 L Only S Only, W'Only E Only. H Only • Page 4 of 26 • 0 RA Structural. DESIGNED R.A.. JOB NO. 160670 1TRt(TUR41. PROJECT Newby Residence CHECKED R.A. SHT OF SUBJECT Detached Casita DATE 07/05120.16 Design Code: CBC 20131 NDS 2012 'Reactions (Ibs) Requird Bearing Area ► Beam ID: B1 Location: 1st Unbalanced Passed Beam length (ft):,8.50. , Section Type: Douglas Fir - Larch No.1 , Number of spans: 1 Section Name: 6x10 combination ID Maximum span.(ft): ` '8.50 Beam Thickness: 5.50 in. Left cantilever Lc (ft): 0.00 Beam Depth: - 9.50 in: Right cantilever. Lr (ft): 0.00, A: 52.25 int, Ignore shear within (d)? False- Sxx:: 82.73 ins Repotitive member? False SYY: 47.90 irp Include own weight? True Fb Base Allowable:, 1350 psi Lu lop (ft): 0.00 Fb Adiust Allowable (CD = 1):� 1350 psi Lu bottom (fl): 0.00 Fv Allowable (CD = 1): 170 psi Slenderness Ratio 1 Pc A116wable.(CD = 1): 925 psi Adjustrhentfactors: E; 1600 ksi Reactions: Support ID Distance from Start (ft) 'Reactions (Ibs) Requird Bearing Area Dead (Ibs) Live (lbs) Roof Live. Balanced Unbalanced Max Value Load 0.057 0.42. 4.2.3 Passed L/9994- D+Lr (Ibs) Snow (Ibs) Snow (Ibs) int combination ID P7 0.00 660 0 611 0 0 2,79 3 P8 8.50 661 0. 611 0 0 2.79 3 Analysis Summary;' Load Combination Max. Bending Max. Shear Max Momenl (k.lf.) I Shoar (Ibs) I_ocalion (fl) Max Shear (Ibs) Location (lbs) D 1,42 -214.23 -661 1 8.50 Di Lr 2.74 -42 14.23 -1272 8.50 Code Check: _ Coad Combination CDF Max. Bending Max. Shear Critical fb (psi) Fb (psi) % Code Check Max fv (psi) FV (psi) % Code Check 2 0:90 1207 1215 17.0 19 153 12.4 D+Lr 1-,25 1398 1688 2316 37 2.12 17,2 Total Load Deflection: Span 1D Applied (in) Allowable (in) Location (ft) Deflection Check. Load Combination P7 -P8 0.057 0.42. 4.2.3 Passed L/9994- D+Lr Total Live Load Deflection: , SpanlD. Applied (in) 'Allowable (in). Location (ft) Deflection Check P7 -P8 0.027 0:28 4.23 Passed L/999+ - "� Page 5 of 26 i%Nvw.slructuralsofl,com • RA Structural DESIGNED R.A. JOB NO. 160670 vaul,U. PROJECT Newby Residence CHECKED 1 R.A.: SHT OF ENGIITHINIC.INC. - SUBJECT Detached Casita DATE 07/05/2016 Design Code: CBC 2013 /, NDS 2012 , Reactions (lbs) Requird Bearing Area Dead (lbs) Beam ID: B2 Location: .1st Unbalanced Max Value Beam length (fl): 16.00 Section Type' Douglas Fir -Larch No.2 " 0.00 Number of spans: .1 Section Name: 400 combination ID Maximum span (ft):. 11:86 = Beam Thickness: ' 3.50 in. Left cantilever Lc (ft): 3.00 Beam Depth: 9.25 in. Right cantilever Lr (ft): 1:15 - A: 32.38 int Ignoro.shear within (d)? False Sxx: 49.91 in3 Repetitivc•member? False, Syy: 18.89 il-P Include own weight? True Fb Base Allowable:. 900 psi Lu top (ft): 0.00 Fb Adiust Allowable (CD = 1): ' 1075 psi Lu bottom (fl); 3.00 Fv Allowable (CD = 1): 180 psi Slenderness Ratio: 7 Fc Allowable (CD = 1): 1350 psi Adjustment factors: •CF=1.200' E: 1600 ksi Reactions • U.J Passed -Support ID Distance from Start (ft) Reactions (lbs) Requird Bearing Area Dead (lbs) Live .(I bs) Roof Live Balanced Unbalanced Max Value Load Left -Cant. 0.053 0.30 0.00 (lbs) Snow (lbs) Snow (lbs) inz combination ID RS 3.00 343 0 258 0 0 1.32 3 UO3 14:85 69' 0 24 0 0 0.29 3 Analysis Summary; Load Combination Max. Bending Max. Shear Max Moment (k)f.) Shear (Itis) Location (ft) rvl,ax Shear (lbs) Location (lbs) D -0.53 139 3.00 -204 3.00 D Lr -0:99 1229 1,3.00 -372 3.00 Code Check: Load Combination LDF Max. Bending Max. Shear Critical fb (psi) Fb (psi) % Code Check Max fv (psi) Fv (psi) % Code Check D 0.90 -128 968 13.2 9 162 5.8 D+Lr 1.25 -237: 1342 17.7' 17 225 a '7.7 Total Load Deflection: Span ID Applied (in) Allowable (in) Location (ft) Deflection'Chock Load Combination Left -Cant. 0.053 0.30 0.00 Passed 0999+ D+Lr P8-UP3 -0.024 0,53 7.25 Passed L/999+ D+Lr Right Cant. 0.005 '0.11 16.00. • Passed U999+ D+Lr Total Live Load Deflection: • yr - • SpanlD Applied (in) Allowable (in) Location (ft) Defloction Check - Left Cant., 0.032 .0.20 0.00 Passed L/999+ P8-UP3 -0.019 0.40 8.00 Passed L/999+' Right Cant, 0.005' 0.08 16'.00. Passed, L/999+ Page 6 of 26 v, nvmstrucluralsoft.com • RA Structural DESIGNED I3.A• JOB NO. 160670 1 �r�lil�k�i' PROJECT Newby Residence CHECKED R,A. SHT OF ENG lN`Clikf Z. IAC. - SUBJECT Detached Casita DATE F 07/05/20,16 ueslgn voce: (:6G 2013 / NDS 2012 in. Beam ID: '63 Location: 1st , Beam length (fl); 16.OQ Section Type: -Numberof spans: 1 Section Name'.-.• _ Maximum span'(ft): 11.54- Beam Thickness: Left cantilever Lc (ft): 3.23 r. Beam Depth: Right cantilever Lr (ft): 1.23. A:, Ignore shear within (d)? False Sxx: Repetitive member? False Syy: Include own weight? True Fb Base Allowable: Lu lop (ft): 0.00 Fb Adiust Allowable (CD =' 1): Lu bottom (fl): 3.23 ,, Fv Allowable (CD = 1): „Slenderness Ratio:. 8 Fc Allowable,(CD = 1); Adjustment.faclors` Reactions: CF=1:200 E: • • Douglas Fir - Larch No.2 400 3.50 9.25 •32.38 49.91 18.89 900 1075 180 1350 1600 • Passed in. Distance from Start (ft) in. r inz Live,(Ibs) in3 Balanced in3 Max Value psi Load Combination psi 0.053 psi (Ibs) psi Snow (Ibs) ksi combination ID Support -ID Distance from Start (ft) Reactions (Ibs) •Unbalanced Requird Bearing Area Dead (Ibs), Live,(Ibs) Roof Live Balanced Allowablo (in) Max Value Load Load Combination Left Cant. 0.053 0.32 (Ibs) Snow (Ibs) Snow (Ibs) in? combination ID P7 3.23 '297 0 211 0 0 1.11 3 P9 14.77 56 0 12 6 0 0.23 3. Analysis Summary: Load Combination .Max. Bending Max. Shear Max'Moment (k.lf.) Shear (Ips) Location(tt) Max Shear (lbs) Location (Ibs) D -0.49 121 3.23' -175 3.23 D+Lr -0.69 1.195 3.23 =314 3.23 Codo Check: Load Combination,,, LDF Max. Bending Max. Shear Critical fb (psi) Fb (psi) % Code Check Max fv (psi) Fv (psi) % Code Check D 0190 -117 968-- 12.1 8 162 5.0 D+Lr 1.25 -214 1341 16'.0 15 225 6.5 Total Load Deflection: �. Span ID Applied (in) Allowablo (in) Location (ft) Deflection Check Load Combination Left Cant. 0.053 0.32 0.00 Passed L/999+ D+Lr P7 -P9 -0.022 0:58. , 7.50 Passed L/999+ D+Lr, j Right Cant. 0.005 0.12 16.00• Passed L/999+,. D+Lr Total Live Load Doflection: SpanlD Applied (in) Allowabto (in) Location (fl) . Deflection Check Left Cant. 0.030 0.22 0:00 Passed -L/999+ . P7 -P9 -0.016 0:38 • 8.00 Passed L/999+ Right Cant: 0.005 0.08 16.06 Passed L/999+ { Page 7 of 26 ww%v.strucluraIsoft. com 0 • • RA Structural THI'fllilttl, PROJECT Newby Residence N ,�i�<< . «c. SUBJECT Detached Casita DESIGNED R.A. CHECKED, R.A. DATE 0 710 5/201 6 JOB NO. 160670 SHT OF — �cayn �.vu c: I -Mt- LU 1.3 1 NUJ lull Reactionslbs ( ) Requird Bearing Area Dead (Ibs) Beam -ID: B4 B4 Location: 1st Unbalanced Passed Beam length (ft): '8.96 Section Type: Douglas Fir - Larch N0:2 0 Number of spans: 1 Section Name: 2x10' combination ID Maximum span (fl): 8.96 Beam Thickness: 1.50 in. Left cantilever Lc (ft): 0:00 Beam Depth: 9:25 in. Right cantilever Lr (ft): 0.00 A: 13.88 in2 Ignore shear within (d)? False ` Sxx: 21.39 in3 Repetitive member? False S.Yy 3.47 -irp Include own weight? True Fb Base Allowable: 900 psi Lu top (ft): 0.00 •0.00 Fb Adiust Allowable (CD = 1): 990. psi Lu bottom (ft): F.v Allowable (CD = 1): 180 psi Slenderness Ratio: 1 Fc Allowable (CD = 1): 1350 psi Adjustment factors: CF=1:10.0 E: 1600 psi Reactions: Support ID Distance from Start (ft) Reactionslbs ( ) Requird Bearing Area Dead (Ibs) Live (lbs) Roof Live Balanced Unbalanced Max Value Load 133 0.00, 131 0 (Ibs) Snow (Ibs) Snow (Ibs) int combination ID SpanlD Applied (in) Allowable' (in) 'Location (ft) 117 0 0 0.54 3 Lit 8.96 156 -0 142 - 6 0 0.65 3 Analysis Summary: Load Combination Max. Bending Max. Shear Max Momonl(k.tf.) Shear (Ibs) Location (ft) Max. Shear (Ibs) Location (Ibs) D' 0.35 •6 4.52 -156 8:96 D+Lr 0.67 -12 4.52 -298 8.96 Code Check: Load Combination LDF Max. Bending Max. Shear Critical fb (psi) Fb (psi) %Code Check Max fv (psi) Fv (psi) % Code Check D 0.90 197 891 22.2 17 162 10.4 D+Lr 1.25 378 1238 30.5 32 7.25 14.3 Total Load Deflection: , Span ID Appliod (in) Allowable (in) Location (ft) Deflection Check Load Combination 133-132 0.061 0.45 4'.48' s Passed l 99+ D+Lr Total Live Load -Deflect ion SpanlD Applied (in) Allowable' (in) 'Location (ft) Deflection Check 133-B2 0.029 `0.30. 4:48 Passed L/999+ . .Page 8 of 26 www.slructuralsoft.com - RA Structural DESIGNED R.A. JOB NO 160670 PROJECT Newby Residence E"'C61Efk1�G.11(. CHECKED R.A. SHT OF , SUBJECT Detached Casita DATE 07/05/2016 i. • Beam ID: B2 I( Length :16'-0" Floor:'l sl Page 9 of 26 RA Structural DESIGNED R.A. JOB NO 160670 SM, fl�iJ. G1'G1NEERi%.1NC, PROJECT Newby Residence CHECKED R.A. SHT OF SUBJECT Detached Casita DATE 07/05/2016 U.ead.Load Beam ID B4 35 -43 32 -47 132 12 Page 11 of 26 FOUNDATION ANALYSIS (SB) , .SOIL BEARING = TO BE CONFIRMED PRIOR TO CONSTRUCTION CONFIRMED BY SOILS REPORT CONTINOUS FOOTING no TYP 1500 PSF 'LOADS T0, FOOTING ROOF 9 x 40 360 WALL g x 17 136 FLOOR 0 x o 0 CONCRETE SELF WEIGHT = -150xl2xl5/.144 187.5 : TOTAL = . 683.5 (W) WIDTH REQUIRED = 0.46,, _ 5.52 USE 12" WIDE X 15 DEEP CONTINUOUS FOOTING ALOWABLE POINT LOAD ON CONTINUOUS FOOTING PMAX= SBxSxW —POST 144 P MAX n- 5000 j' ° to P ALLOWABLE = P MAX - TOTAL (S/12,) 0-0 S-40 !;T 1 STORY I ., i S=52 A'F 2 STORY -1 Page 12 of 26 PLF SHEET: SW -LAYOUT JOB NO.: 160670 DATE: 07/05/201.6 CLIENT: Rios Designs r; °f KO. Ce7613 M DAP, 06/30/i7 Sp C1VIL �'�=..lei" ��•,1.\cp�� ROOF SHEAR WALL LAYOUT Newby Residence (Casita.) Page 13 of 26 Converting Addresses to/from. .Lat*tcide/Lo�i.gitude/Al.tit:ude 'n One Sten F- Stephen P. Morse, San Francisco t Batch Mode. (Forward ` Batch Mode (Reverse) �z Batch Mode (Altitude) )Deg/Min/Sec to peclmal BI ��Com utin DistancesFF_re.` q ueue'nttl Y .— M.: aOther Web a es , ( ` address 48890 Avenida EI Nido latitude. city La Quinta longitude state CA (1hOVe Values Hmsl be in decimal . zip with iirinirs rigitsfi{rmwgh and west Country 1 United States __ • 'reset; Determine AddressDetermine Lat/Lon ILGet Altitudes.reset. C • [-+ Access geococierAIS./ geocoder.ca (takes a relatively long tim.e) III o latitud I longitude alt=itu --inial 33.692759-I16:30546800000002j= -min-sec 33° 41' 33.9324" I-116° 1.8' 19.6848" from yahoo latitude Iongiradc altitude decimal � 33.692.89 � -116.305,72 �� deg -.min -sec �'i i° 4:1'.34.404"20.59.2"�r� , 48890 Avehicta.El Nido, La Quint'a, California 92253 from open street m �1 Iaciiudc _ longitude. ,altitude decimal7:777]133.69249216(102 -1 16.305993807786 32.97 l 8" 116018' 18' 2.1.5777" 48890,,Avenida el Nide, .La. Quinta, Riverside County California, 92253 United. States of Arnerica, frUlll GCI1St1 lltltllCle 11011gI,ttICIC. alttitlidc aecinlal33::69-096 -_ -116.305534 deg -min -see 33° 41.' 35.145G"I-116. 18' 19.9224" c 48890 AVE EL NLDU, `LA QUINI'A, CA, 92253, from trunu latitude longitude �ltltude decimal x3.692407243 -a :16.306072712023Jj cicg-min-sec 33° 41' 32.666.1 "I -_11.6°` 18' 2..861$" . . ' ' ~ 2`2 U S GS Design Maps Summary' ummaReport, ' User -Specified Input ' Report ' Tlt|m Newby Residence . -rvcJuly 5,zozozo:m:o+oTc *Uild1n,qCm6eReferanceDocunmentA�CE7-1O��andand ' ~ ^ . (wmcxutilize' usGshazard data available in 2008) ' Site Coordinates 33.692760N'116.30547°VV ' Site Soil Classification SiteOussD-^Sbff,Soir ` . . Risk Category 1/11/1T1~ ^. � al A�'' {�G-�rb��ed��bput . . . . Ss= 1.500g G°,= 1.500g So,= 1.000g ^ S, = 0.651 g SMI = 0.977g . 8m � 0.651g ^ ` For information on how the SSand S1 palues,abnvehave been ca|��|ated fro probabilistic (risk -targeted.) and deterministic ground motions inthe direction ofmaxim ^um hnrizo-nta|,espons�p�ase,e�rn��omeappUca�onand select the ^ZOO9'mEnxp^ building code referenceUocumenL.' - ' v4CExResponse Spectrum � ` . D*mi Response Spectrum z m - -' . -- ^= 0.88 Los ' xn �0.30� w� w un m � 0.60 0.44 0.45 ~"~ .uzz ^^' 'uu 0.00 uoo - . ` ne,�a r(sex) ^. . ' . pe,/".t r (sec) ' ' ^ � poA" TO Cm, and c,, -values' please view the detailed . ^ Although this information is a product of the U.S. Geological Survey, -we provide nol,warranty, E�xpresserj or irnblie'd, as to the accuracy of the data contained therein. This tool is not a SubStiLute for technical su bject-matter knovd edge., . , Page 1sof:6 • RA.Structural DESIGNED R.A.,, JOB NO. 160670 'R�SXGI`CENNIIG PROJECT Newby Residence CHECKED R.A. SHT OF 1�1Gf`f,PR61G.ISC. — SUBJECT Detached Casita DATE .07/0512016 Building Information No. of stories 1 Building height for lateral calculations (ft) 8.99 Building weight (Ibs) . 10324 Redundancy Factor: N -S:.. 1.3 E -W: -1.3 R Floor Information Floor' ID 1st Floor net area (sf) 356 Floor opening area (sf) 0 Average height (ft) 8.00 ti Diaphragms Floor diaphragms for 1st Diaphragm . Area (sf) name DL Effective seismic weightsf (P ) Type Walls • Snow - Storage PartitionsW2900�Roof Remarks D1 356 20.00 9.00., 0:00 0.00 0.00. ignore opening in weight calculations • RA Structural DESIGNED R.A. JOB NO. 160670 TNI:('Tt!t�l. C GIIfE�I�'G:I'+fi. PROJECT Newby Residence CHECKED R.A. SHT OF SUBJECTDetached Casita DATE 07/05/2016 Response modification coefficient R. Seismic Loads Table 12.2-1 Design code 2013 CBC- (ASCE 7-10) Lateral force calculation method Equivalent Lateral Force Procedure Table 12.8-2' Seismic data: 8.99 Building occupancy category II. Standard Table 1-1 Importance factor l 1.00 Table 11.5-1 Soil site class D. Stiff soil profile Table 20-3-1 Response Spectral Acc. (0.2 sec) (Ss) 1.50 Fig 22-1 through 22-14 Design Response Spectral Acc. (0:2 sec) (S s) ' 1.50 Fig 22-1 through 22-14 Response Spectral Acc. (1.0 sec) (S;) 0.65 - Fig 22-1 through 22-14 TL (sec) 8.00 Fig 22-15 through 22-20 Fa 1.00 *- Table 11.4-1 ' Fv . 1.50 1 -able 11.4-2 Max: Considered earthquake acc. Sr.,Is 1.,50. (11.4-1) Max. Considered earthquake acc. SM, 0.98 (11.4-2) Design spectral acc: at short period SDS 1:00 (11.1-3) Design spectral aec. at 1 s period SD, +� Seismic design category based '0:65 (11.4-4) on short period D Table 11.6-1 Seismic design category, based on 1 S period D - Table 11.6-2 Is S1 >0.75 False Sec 11.6 Project seismic design category D. Seismic force -resisting system, 13. Light -framed walls sheathed with :Table 12.2-1 wood structural panels.rated'for shear resistance or•stcel sheets Response modification coefficient R. 6.50. Table 12.2-1 System oyerstrength coefficient Do 3.00 Approximate fundamental period parameters Ct = 0.02 x = 0.75 Table 12.8-2' Building height (ft) 8.99 Building period T=Ta (sec) 0.10-7) Regular structure and 5 stories or less? True Maximum SSS =1.50 False Sec 12.8.1..3 Base Shear Adjustment Factor 1 ' Minimum CS 0.05 12. 8.6 Seismic response coefficient CS 0.15 (12.8-2) Adjusted CS 0.15 Seismic load: V= Cs W =' 0.15 W For allowable stress design 0.7 E = 0.7' 0.,15 = 0.107 7 W - r ` www.structu ralsoft. com Page 17 of 26 RA Structural -DESIGNED R.A. JOB NO. 160670 i1RslllkiL PROJECT Newby Residence' ' CHECKED 'R:A. SHT OF INCT; IRIN-s.EK. • — - SUBJECT Detached Casda DATE •07/0.5/2016 Total effective weight (Itis) =I 0324 - •T:otal seismic force (ASD) (lbs) = 1112 _ Vertical seismic load distribution: Fx = Cvx V h (12.8-11) Ir.� T 0.10 K _ 1.00 A -. Sec 12.8.3 . Floor Wx (lbs) hx (ft) Wx `.hx Ib.ft Wx'- hx sum(Wi`Hi) Fz (lbs) 1st 1032'4 8.99 7P2808 Point Seismic 1.0000 1112 •5um(w)= 10324 Sum(W`h)= 92808 Diaphragm design force: • r t •. , P. 12.10.1 h `=a. Nlinimuiil :value Sec 12.10.1 Needn't.to exceed = 0.4 SIC". -Vox Y Diaphragm seismic forces: ,Floor Sum(Fi) (lbs) jsum(\/1Ii)(Ibs) Wpx (lbs) Surn(Fi) Min. Value Max. Value Fpx (lbs) Point Seismic Total Base Shear Sum of Wpx Total mass I Seismic diaphragm mass Sum(Wi) force from ' 1st_ 1112 110324, 10324 1112 2065 4130 2065 Seismic force verification: Direction Base Seismic Forces (lbs) Sum Wall % (Ib )es Difference MassesForces Point Seismic Total Base Shear Sum of Sum point Total mass Seismic Seismic diaphragm mass factor force from 4 masses mass N -S 10324 0 10324. 0.1077 1112 0 1112 1112 0.000 E -W 10324 0 10324 0.1`077 1112 0 1112 1112 10.000 Page 18 of 26 0 RA Structural DESIGNED R.A. JOB NO. 160670 TRiGTIiPotI PROJECT Newby Residence, CHECKED R.A. SHT OF SUBJECT Detached Casita - ' - DATE 07/05/2016 Wind Loads K Z Design Code: California Building Code 201.3 q. Z (psf) .Wind Standard: ASCE7-10 (Directional Procedure) ' Wind Data , Exposure C 9.0.8 Enclosure Enclosed Building Category I� Wind Speed 110 MPH ' Mean Roof Height -,9:99 ft , =Hill Shape: No Topographic Obstructions Velocity Coefficient qZ 0.00256'Kz Kzt Kd V2 f (27.3-1) 'Velocity Coefficient qh 0.00256 Kh Kzt Kd V2 (27.3-1) Directionality Factor Kd 0.85 .1 Table 26.6=1 Gust Effect Factor,G '0.85 (26.9) Pressures'for MWF.,RS .p . qGC (27:9-1) ' x Kh 0.85 North/South CN : +„ Windward Wall C' 0.80 k Leeward Wall CP_ -0.50 , y (L/B) 0.72 - East/West Windward Wall CP 0.80 Leeward Wall CP_ '-0.42 _ (L/B) 1-39. ` .. Wind Load Distribution (NorttVSouth) Elev. Z (ft) K Z - K zt. q. Z (psf) .. p (Wall -Windward) (psf) 0-15 0.85 1.00 1.3.35 ` 9.0.8 p (Wall -Leeward) (psf) -5.67 p (Roof Windward) (psf) 20.02 p (Roof Leeward) (psf) -13.35 www. structuraIsoft. corn Page 19 of 26 • RA Structural DESIGNED R.A. JOB NO. 160670 STRCl1lvj. PROJECT Newby Residence- CHECKED R.A. SHT OF f;IG�'GMHihI;:I:�f = SUBJECT Detached Casita DATE 07/0562016 Wind Load Distribution (East/West) ' Elev. Z (ft) r KZ Kzt qZ (psf) p (Wall -Windward) (psf) 0-15 0.85 1.00 13.35 9.08 [7 RA,Structural DESIGNED R.A. JOB NO. 160670 1 i11{GG 11 N.al. . E�fl1(NRi1�,11�, PROJECT Newby Residence CHECKED R.A. SWT - OF SUBJECT Detached Casita DATE 67/05/2016 Shear line reactions and shear wall forces Floor ID: '1st Shear line ID Reaction (lbs) Seismic Wind Shear wall ID Shear wall forces (lbs) R' Wall type Seismic Wind 1 556 1096 1-1 556 1,096 6.50 Segmented 2 556 1096 2-1 556 10.96 6.50 Segmented a 463 638 a-1 463 638 6..50 Segmented b 649 1893 b-1 649 893 . 6.50 Segmented Page 21 of 26 RA Structural I -T1,t1'I PROJECT li. ,. M-, t Newby Residence SUBJECT Detached Casita Shear Wall Schedule DESIGNED R.A. JOB NO CHECKED R.A. SHT DATE 07/05/2016 160670 OF Mark Sheathing No. of Edge Field Plate Nail Shear Clip Mudsill Anchors Allowable Material Remarks sides Nail Nail Shear (plf) 2X Mudsill 3X Mudsill 1 3/8" Sheathing, plywood Single 8d @ 6" 8d @ 16d NAILS @ A35 @ 2'-0'` 5/8" x 10" @ 4'-0" 5/8" x 12" @ 260 DF 1 siding except Group 5 12" 0'-6" e'-0" Species 2 3/8" Sheathing, plywood Single 8d @ 4" 8d @ 16d NAILS@ A35 @ 1'-8" 5/8" x 10" @ 3'-6" 518" x 1T@ 380 DF 1,2 siding except Group 5 12" 0'4' a. -0. - Species 3, 3/8" Sheathing, plywood Single 8d @ 3" 8d @ 16d NAILS @ A35 @ 0'-8" 5/8" x 10" @ T-0" 5/8" x 12" @ 490 DF 1,2 siding except Group 5 12" 0'-3" T-8" Species 4 3/8" Sheathing, plywood Single 8d @ 2" 8d @ 16d NAILS @ A35 @ 0'-8" 5/8" x 10" @ 2'-0" 5/8" x 12" @ 640 DF 1,2 siding except Group 5 12" 0'-2" 2'-8" Species 5 15/32" Structural I. Single 10d @ 10d @ 16d NAILS @ A35 @ 0'-6" 5/8" x 1b" @ 1'-6" 5/8" x 12" @ 870 DF 1,2 Sheathing 2'' 12" 0'-2 2'-0" 3D 3/8" Sheathing, plywood Double 8d @ 3" 8d @ SDS1/4x6" @ A35 @ 0'-4" 5/8" x 10" @ 1'-6" 5/8" x 12" @ 980 DF 1,2. siding except Group 5 12" 0'-3" 1'-10" Species 4D 3/8" Sheathing, plywood Double 8d @ 2" 8d @ SDS 1/4x6" @ A35 @ 0'-4" 5/8" x 10" @ 1'-0" 5/8" x 12" @ 1,280 DF 1,2 siding except Group 5 12" 0'-3" 1'-4" Species 5D 15/32" Sheathing, plywood Double 10d @ 10d @ WS -1!4"x6" @. A35 @ 0'-4" 5/8" x 10" @ 0'-9" 5/8" x 12" @ 1,540 DF 1,2 siding except Group 5 2" 12" 0'-2" 0'-9" Species -01 WALL SHALL BE FRAMED WITH STUDS AT 16" O.C. OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. N2 ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER N OR TWO 2 -INCH NOMINAL MEMBERS FASTEND IN ACCORDANCE WITH SECTION 2306.1 TO TRANSFER THE DESIGN SHEAR VALUE BETWEEN N FRAMING MEMBERS. WOOD STRUCTURAL PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES_. 3 ALL HARDWARE SHALL BE USP STRUCTURAL CONNECTORS U.O.N. www.structuralsoft.com RA Structural DESIGNED R.A. JOB NO, 160670 PROJECT Newby Residence CHECKED R.A. SHT ' OF SUBJECT Detached Casita DATE 07/05/2016 Shear Wall Design 1st walls y Wall ID Length. (ft). Net Height (ft) H /'W Shear (plf)' • - Wall type Allowable shear (plf) Adjusted allowable shear (plf) Wall Drift (in) Hold -Down Remarks Wind Seismic Wind Seismic End l' End J 1-1 , 6'-0" 8'-0" 1.33 183 120 1 260; 364 260 0.72 HDU2 HDU2 2-1 6'-0" 8'-0" 1.33 a 18V, .'" 120 ' "' 1 260; _ 364 260 0.72 HDU2 HDU2. a.1 6'-0" 8'-0" 1.33 106 .100. 1 260 364' 260. 0.67 HDU2 HDU2 ti71 6'-0'' 8' 0" 1.33 149 (141 1 260364 260 0.77 HDU2. HDU2 0 RA Structural DESIGNED R.A. JOB NO. 160670 STdATRING PROJECT Newby Residence.., CHECKED R.A. SHT OF L`�GI�(if•.�I,,G; lei. -A7 SUBJECT Detached Casita DATE 07/05/2016 HOLD-DOWN SCHEDULE Mark Fastener - Minimum Wood Member Anchor Qolt Capacity (Ibs) Remarks HDU2 (6)- SDS1/4x2 1/2" (2) 2 x 6 5/8" 3075 • _ RA Structural DESIGNED R.A. JOB NO. 160670 ;i1'kiG1�k+I - PROJECT Newby Residence . ..CHECKED R.A. SHT OF - - SUBJECT Detached Casita DATE 07/05/2016 -- Uplift Calculations Load Cases: 0.6D +-W (0.6 - 0.14SDs )D + 0.7pQE 1st Walls - Post ID Shear Wall Reactions (Ibs) Wall. Height (ft)- Net Uplift (lbs) Hold Down Dl_ W 0.7E UP2 b-1 1004 -1338 -1263 8.99. -801 HDU2 1-1 440 -1642 -1083 8.99" -1378 UP1 1-.1 440 -1642 -1083. 8..99' -1379 HDU2 UP4 2-1 471 -1642 -1083 8.99 =1360 HDU2 UP3 a-1 875 -956 -902 ' : 8.99 -500 _ HDU2 2-1 540 -1642 -1083 8.99 -1318. UP5 a-1 800 -956' -902 8.99 -534 HDU2 UP6 bi 1 1037 -1338 -1263 8.9.9 ` -786 HDU2 NR indicates that no hold-down is- required because there,is no net uplift. ' - No Selection indicates that.uplifI value is largcrthan available hold-down capacities defined in database. - PP.indicates hold-down attached to a pre -manufactured shear wall panel. f _ . r` RA Structural DESIGNED R.A. JOB NO. 160670 t f PROJECT Newby Residence CHECKED R.A. SHT OF SUBJECT Detached Casita DATE 07/05/2016 Span "Sheathing ,Nailing µ Miin. Diaphragm Case , Effective depth- Seismic shear (plf) Wind shear (plf) Chord force m r member type .• ' ID , (ft). = - (lbs) thickness U Grade .." Thickness Boundary Other " For For Applied Allowable Applied Allowable Seismic Wind (in) (in) v (in). shear edgesshear shear shear shear shear bending shear shear shear shear 15132 1 d�6, t 8dra)6 ` 2 Unblocked 2 ,-_ 16.00' i6.00 64 - 180 n° 252.5 351 37Z P a -b Sheathing'and, Single -Floor 15/32".. 8d@6 8d@6 2 Unblocked G 22.25 72:25 37 iso ,` 27 252.5 90 67 P Load Direction: WS .r Span Sheathing Nailing "` " Min. Diaphragm Case Effective depth' Seismic shear (plf) Wind shear (plf) 'y Chord force m member type' ID (h) = (lbs) thickness (in) U Grade Thickness Boundary Other For For Applied Allowable Applied Allowable Seismic Wind (in) edges shear bending shear shear shear shear � 2 Sheathing and Single -Floor 15132 1 d�6, t 8dra)6 ` 2 Unblocked 2 ,-_ 16.00' i6.00 64 - 180 n° 252.5 351 37Z P M vv\Awstructuralsoft.com co m aNi o M vv\Awstructuralsoft.com