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BRES2017-01524v78-495 CALLE TAMPICO C]t�p D Q911tro LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BRES2017-0152 Property Address: 78856 VIA CARMEL APN: 646430021 Application Description: SANTUCCI / ADDITION TO MASTER, KITCHEN AND LIVING Property Zoning: Application Valuation: $60,000.00 —I Applicant: SANTUCCI BUILDERS INC 72529 BEAVERTAIL STREET PALM DESERT, CA 92260 IO LSEP 0 5 2017 U' CITY OF LA QUINTA COMMUNITY DEVELOPMENT D� EPARTMENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 820801 ----- Date:` ' S � ] Con�or: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( I I am'exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Na Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/5/2017 Owner: ROBERT AND KATHY JONES 78856 VIA CARMEL LA QUINTA, CA 92253 Contractor: SANTUCCI BUILDERS INC 72529 BEAVERTAIL STREET PALM DESERT, CA 92260 (760)578-7757 Llc. No.: 82080; WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one cf the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 370 of the Labor Code, for the performance of t k for which this permit is issued. IFhave and will maintain workers' compensation insurance, as required by Se tion 3700 of the Labor Code, for the perfo° mance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: BENCHMARK INSURANCE COMPANY Policy Number: CST5010232 _ I certify that in the performance of the workfor which this permit is issued, I shall not employ any person in any manner sc as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. WARNING:. FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,D)0). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FCR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on the application. 1. Each person upon whose behalf this applIcation is made, each person at whose request and for whose benefit work is perforned under or pursuant to any permit issued as a result of this application , the owner, andithe applicant, each agrees to, and shall defend, indemnify and hold harmless the City -of La Quinta, its officers, agents, and employees for any act or omission related to *he work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of isse ante of such permit, or cessation of work for 180 days will subject permit to cancellatio-i. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordnances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above- mentioned property for inspection purposes. _ 11 ' Date: 9/5/2017 Application Number: BRES2017-0152 Owner: Property Address: 78856 VIA CARMEL ROBERT AND KATHY JONES. APN: 646430021 78856 VIA CARMEL Application Description: SANTUCCI / ADDITION TO MASTER, KITCHEN AND LIVING LA QUINTA, CA:92253 Property Zoning: Application Valuation: $60,000.00 Applicant: Contractor: SANTUCCI BUILDERS INC SANTUCCI BUILDERS INC 72529 BEAVERTAIL STREET 72529 BEAVER - AIL STREET PALM DESERT, CA 92260 PALM DESERT, -A 92260 (760)578-7757 ------------- ------------------------------------------------------------------------------- Llc. No.: 820801 Detail: AIITION OF 167 SQUARE FEET TO LIVING AREA (MSTR BEDROOM, FAMILY ROOM AND KITCHEN. REMODEL TO MASTER BATH AND KITCHEN. INCLUDES ELECTRICAL, PLUMBING AND MECHANICAL WORK. 2016 CODES. FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, EA ADDITIONAL 500 SF 101-0000-42400 0 $65.36 DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, EA ADDITIONAL 500 SF PC 101-0000-42600 .0 $18.24 DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, FIRST 100 SF 101-0000-42400 0 $127.68 DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, FIRST 100 SF PC 101-0000-42600 0 $179.36 Total Paid for ADDITION: $390.64 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - YES STRUCTURAL PLAN REVIEW ENGINEER 101-0000-42600 1 $95.00 Total Paid for BLDG CITY STAFF - PER HOUR: $95.00 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $3.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $3.00 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,006SF 101-0000-42403 0 $152.00 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $50.16 Total Paid for ELECTRICAL - NEW CONSTRUCTION: $202.16 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP 101-0000-42401 0 $50.68 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $50.68 Total Paid for PLUMBING FEES: $101.36 DESCRIPTION ACCOUNT QTY AMOUNT REMODEL, EA ADDITIONAL 500 SF 101-0000-42400 0 $22.80 DESCRIPTION ACCOUNT QTY AMOUNT REMODEL, EA ADDITIONAL 500 SF PC 101-0000-42600 0 $18.24 DESCRIPTION ACCOUNT QTY AMOUNT REMODEL, FIRST 100 SF 101-0000-42400 0 $51.68 DESCRIPTION ACCOUNT QTY AMOUNT REMODEL, FIRST 500 SF PC 101-0000-42600 0 $141.36 Total Paid for REMODEL: $234.08 , DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $7.80 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $7.80 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 Bin # Permit 7# ,/ l Project Address: 3 Si G (/i 7 4 Qty of La Qui Eto Gui(dina & Safety Division 78-495 Calle Tampico La Quinta, CA 512253:-.(760) 777-7012 Building Permit Application and Tracking Sheet. �� r�-� 2 f Owner's Name: A. P. Number: �b °Z -- �� 1� Address: Legal Description: City, ST, Zip: e.A Z� i Contractor: G! .�. Gy t I �S Te] hon Telephone: e: Address: Sa% 23e.1,14e.- a I �� Project Description: City_ $T, Zip: 7� Telephone: -76 O 7 S D r 0 G � � o State Lic. # : ?Pe IFO / City Lie. A. Arch., Erign, Designer: Address: 41 VON/ /9� City, ST., Zip: Telephone: ele h ne: COR iOccupancy:Nellon Type: 3 SFV /�7oYd3o� State Lie. . G l 9 Demo dn Re airProJet tyPa circle one • New Naive of Contact Person: .S40*7'7y C4::�J Sq. Ft.: -# Stories: # Units: Telephone # of Contact Person: 760 7737— 7 Estimated Value of Project: ��• APPLICANT: DO NOT WRITE BELOW THIS LINE /i Submittal Rcq'd Rcc'd TRACKrNG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. 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 Subconlaetor List Called Contact Person Plumbing Grant Deed Plaits picked up S.M.I. Ii.O.A. Approval Plans resubmitted Grading IN If0USE:- '`d Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person. A.I.P.P. Pub. Wks. Appr Dale of permit issue School Fees, 1 Total Permit Fees CERTIFICATE OF COMPLIANCE �rvF'eO m Desert Sands Unified School District � aeao s� 47950 Dune Palms Road Rnkcn�M,' e o M ' IN011W WEU.8 y Date: 7/20/2017 La Quinta, CA 92253 ° M L FIT o~ No.: 17-00664-1 (760)771-8515 �o` IN 10 Owner: Robert & Kathy Jones Email: Address: Jurisdiction: La Quinta City: Tract #: g Type: Residential Addition < 500 sq ft a? Lot # Street No. Street Name Sq. Feet APN Permit No. 78856 Via Carmel 167 646-430-021 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: Residential Addition 500 Sq Feet or Less Exempt This certifies that school facility fess imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.00 X 167 S.F. or $0.00 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: Exempt - Jerry Santucci Bank Name/Recipient of Certificate Check No.: Telephone: 760-578-7757 Funding: Exempt By Scott L. Bailey Superintendent Fee Collected/ Exempted by: S ron Mc ' vre Cert>~ic to !Fees!Due: '$0:00 y � Original l?a. ment(s): leic'd: $0'00 Neey Payment (teed: $G QO Oves/;Under: NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to noti y you /thithe 90 -day approval period in wHich yJUYmayyRrofe4t the fees or other payment identified above will begin to run from the date on which the bu,fdiA stallation permit for this project is issuedi'or lrom 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. Master Association for Rancho La Quinta 79-285 Rancho La Quinta Drive La Quinta CA 92253 Phone: 760-777-8807 Fax: 760-777-8961 www.rlgma.com August 4, 2017 Robert & Kathy Jones 78856 Via Carmel La Quinta CA 92253 RECEIVE® Re: 78856 Via Carmel Approval of Submission ' AUG 2`5.2017 Dear Mr. & Mrs. Jones, UINTA CITY OF La Q " The Architectural Committee reviewed your submission: COMMUNITY DEVELOPMENT Expand dining room and master bedroom, remove existing pool/spa, upgrade landscaping and irrigation and replace drains and hardscape with pavers. Your submission as presented, is approved contingent on the following: • Any damage to the common area caused during this construction shall be repaired by the Owner to the satisfaction of the Association. • All work is to be done in accordance with all applicable requirements of governmental entities, including the City of La Quinta and in accordance with all Homeowners Association Architectural/Landscape Guidelines and governing documents. • If required, a City of La Quinta building permit will be obtained and copy furnished to the Association prior to commencement of work. • No other structural changes are approved with this submission. Once completed, please submit a "Notice of Completion" and the Association's Architect will schedule an inspection so we can process your deposit for return. If you have any questions, please contact the onsite office at 760-777-8807. Sincerely, A& Jamie Circle, CCAM Architectural & Communications Manager Master Association for Rancho La Quinta A YOUNG ENGL.NEERING Y� 5 F_$4 v ; C S .� a - - :. - �. ` Letter of Transmittal To: City of La Quinta Today's Date: ; 8.28.17 78-495 Calle Tampico City Due Date: 9-1-17 La Quinta, CA 92253 Project Address: 78856 Via Carmel - Attn: MARY Plan Check #: BRES2017-0152 . Transit Per Diem= Admin Time = 0.25 hrs. : AUG o n ', n,7 Structural Engineer/Principal Review Time = 0.0 hrs. Plan Review Engineer Time = 0.5 hrs. COflANiUNiTY DEVELOPMENT TMWAII his Material Sent for: , ❑ Your Files E w Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: Joe Venuti, Office : ❑ (760) 772-5107 r Other: Q LQPC@VALUENGR.COM a Submittal: ❑ 1 St ❑ 4th • 0 2nd ❑ 5th • El 3rd ❑ Other: We are forwarding: By Messenger ❑ By Mail (Fed Ex or UPS) - ❑ Your Pickup Includes, Descriptions: Includes: # Of Descriptions: Copies: ❑ Structural Plans J D Revised Struct. Plans , ❑ Structural Calculations ❑ Revised Struct. Calcs ❑ Truss Calcs ❑ Revised Truss Calcs ❑ Soils Report - Update ❑ Revised Soils Report Structural P/C Responses Approved Structural Plans 2 / Comments . 1' D 1 Redlined Structural Plans ❑ 1 Approved Structural Calcs O 1 Redlined Structural Calcs D ,1 Approved Truss Calcs ❑ Redlined Truss Calcs ❑ • Approved Soils Report ❑ Redlined Soils Reports D Other: Comments: Structural content is approvable. . Transit Per Diem= Admin Time = 0.25 hrs. : AUG o n ', n,7 Structural Engineer/Principal Review Time = 0.0 hrs. Plan Review Engineer Time = 0.5 hrs. COflANiUNiTY DEVELOPMENT TMWAII his Material Sent for: , ❑ Your Files E w Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: Joe Venuti, Office : ❑ (760) 772-5107 r Other: Q LQPC@VALUENGR.COM a J , r Building Permit Number.. -� ] Project Description: SFR Exempt: O (Materials may contain hazardous wastes and are not subject to recyclirig provisions) Construction-Debris.Manage ment Plan, , _ Plan Submittal Date ' 9/.1/2017 t, Job Site Address 78856•Via Carmel Owriei's Name Jones, Robert & Kathy INu_mber, Street, or.• PO Box 788_56 -Via Carmel ` , City, State,, Postal Code `. La,Quinta,,CA'92253, ,Ownefs„Phone Number x Owners E -Mail Address 0.00 Recyclable Project Ma_nager's Name Santucci, Jerry Project Managers. Phone Number 760=578-7757 Project Manager's E-mail'Address ' iasbincigmail.com Cardboard 0.03 Recyclable Builder / contractor Santucci Builders ` Number, Sliest orPO Box 72529 Beavertail City, State, Postal Code .Palm Desert, CA':92260 4 Project Square Foota a 1D0 t RECEIVED . SEP •0 5 2017 CITY OF LA QUINTA COMMUNITY DEVELOPMENT - City Approval i By r. Date ofjCity Approval • Materials TolBe Discarded: Product Tons Trash 0.19 Not recyclable Product Tons Asphalt ” 0.00 Recyclable Masonry (broken) 0.00 Recyclable Brick/Block 0.00 Recyclable 7 Plaster 0.02 Recyclable Cardboard 0.03 Recyclable Scrap .Metal 0:00 Recyclable CommingledARecyclable Recyclable Tile (floor) 0.02 Recyclable ConcreteRecyclable Tile (roof) 0.00 Recyclable Drywall Recyclable Wood 0.25 Recyclable Donated / Reuse' Landscape Debris 1 0.001 Recyclable 'Describe Items Totals:. Recycle Trash Projected Diversion: 0.3 0.2 63.7% 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 OMP are adhered to. The property owner(s) and general contractor shall be kept informed of the diversion progress through bi-monthly reports7404t hauling, a refuse ateri h%Troject site must be taken to an approved recycler or transfer station. '7 /sl Own / Developer / Project Manager / Superintendent Date CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD .j!5>1-7 ,Lq1CF1R-PRF-01 Project Name: JONES RESIDENCE Calculation Date/Time: 11:35, Mon, Jul 24, 2017 a Page 1 of 9 44 Calculation Description: Title 24 Analysis Input File Name: 1R - 041 - 78856 VIA CARMEL.ribd16x %��r GENERAL INFORMATION ENERGY USE SUMMARY DATE—V l`/gj/ 01 Project Name JONES RESIDENCE 05 06 W, 02 Calculation Description Title 24 Analysis Standard Design Proposed Design Compliance Margin 03 Project Location 78856 VIA CARMEL 4.15 4.61 -0.46 04 City LA QUINTA 05 Standards Version Compliance 2017 06 Zip Code 92253 07 Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 08 Climate Zone CZ15 09 Software Version CBECC-Res 2016.2.1 (868) 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 135 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 2815 15 Number of Zones 2 16 Slab Area (ft2) 2815 17 Number of Stories 1 18 Addition Cond. Floor Area 167 19 Natural Gas Available Yes 20 Addition Slab Area (ft2) 167 21 Glazing Percentage (%) 16.2% COMPLIANCE RESULTS 01 Building Complies with Computer Performance B 02 This building DOES NOT require HERS Verification 03 This building incorporates one or more Special Features shown below ARPRnVED REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Window overhangs and/or fins • Exposed slab floor in conditioned zone 8 2017 Registration Number: Registration Date/Time:C9TY OF HEQRSS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05092017-695 C��4��j��Y • a�t�d at: 2017-07-24 11:35:55 YLL 9 � 5e �a So )Z :Z �Z ENERGY USE SUMMARY DATE—V l`/gj/ =;Pt— 04 05 06 W, 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 4.15 4.61 -0.46 -11.1% Space Cooling 196.74 195.57 1.17 0.6% IAQ Ventilation 0.00 0.00 0.00 0.0°/, Water Heating 8.39 8.39 0.00 0.00 Photovoltaic Offset ---- 0.00 0.00 emamd --- Compliance Energy Total 209.28 208.57 0.71 0.3 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Window overhangs and/or fins • Exposed slab floor in conditioned zone 8 2017 Registration Number: Registration Date/Time:C9TY OF HEQRSS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05092017-695 C��4��j��Y • a�t�d at: 2017-07-24 11:35:55 YLL 9 � 5e �a So )Z :Z �Z - - CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: JONES RESIDENCE Calculation Date/Time: 11:35, Mon, Jul 24, 2017 f Calculation Description: Title 24 Analysis Input File Name: 1 R - 041 - 78856 VIA CARMEL.ribd16x CFI R -PRF -01 Page 2 of 9 HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: - --None-- Cooling System Verifications: - --None -- HVAC Distribution System Verifications: - --None -- Domestic Hot Water System Verifications: - --None -- BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems JONES RESIDENCE 2815 1 3 2 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 (E) 2648 Conditioned (E) HVAC1 2648 8 DHW Sys 1 n/a (N) 167 Conditioned (E) HVAC1 167 12 DHW Sys 1 n/a Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05092017-695 Report Generated at: 2017-07-24 11:35:55 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: JONES RESIDENCE Calculation Date/Time: 11:35, Mon, Jul 24, 2017 +- Calculation Description: Title 24 Analysis Input File Name: 1 R - 041 - 78856 VIA CARMEL.ribd 1 6x CF1 R -PRF -01 Page 3 of 9 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Status Verified Existing Condition N- 804 (E) 2648 Default Wall 1992 to Pres 0 225 804 198.933 90 Existing No E- 484 (E) 2648 Default Wall 1992 to Pres 90 315 484 89.5674 90 Existing No S-768 (E) 2648 Default Wall 1992 to Pres 180 45 768 19.3252 90 Existing No W- 65 (E) 2648 Default Wall 1992 to Pres 270 135 116.43 36.4343 90 Existing No W- 373 (E) 2648 R-33 FOAM 270 135 373 180 90 New N/A 2648 (E) 2648 Def Roof '78 to Present 2648 Existing No N- 36 (N) 167 R-33 FOAM 0 225 36 0 90 New N/A E- 36 (N) 167 R-33 FOAM 90 315 39.66 0 90 New N/A S-74 (N) 167 R-33 FOAM 180 45 74 0 90 New N/A 167 (N)167 R-38 167 New N/A ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic (E) 2648 Attic Roof(E) 2648 Ventilated 4 0.1 0.85 No No Existing No Attic (N) 127 Attic Roof(N) 167 Ventilated 4 0.1 0.85 No No Existing No Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05092017-695 Report Generated at: 2017-07-24 11:35:55 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: JONES RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 11:35, Mon, Jul 24, 2017 Input File Name: 1 R - 041 - 78856 VIA CARMEL.ribd16x CFI R -PRF -01 Page 4 of 9 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Width(ft) Height (ft) Multiplier Area (ft) U -factor SHGC Exterior Shading Status Verified Existing Condition 4420 N- 804 (- specify --0) 4.3 2.0 0.93 8.0 0.71 0.73 Insect Screen (default) Existing No 44410 N- 804 (- specify --0) 4.3 4.8 1.015 20.9 0.71 0.73 Insect Screen (default) Existing No 3030 W 804 (- specify --0) 3.0 3.0 1 9.0 0.71 0.73 Insect Screen (default) Existing No 3050 N- 804 (- specify --0) 3.0 5.0 1.133 17.0 0.71 0.73 Insect Screen (default) Existing No 30302 N- 804 (- specify --0) 3.0 3.0 1 9.0 0.71 0.73 Insect Screen (default) Existing No 30502 N- 804 (- specify --0) 3.0 5.0 1.133 17.0 0.71 0.73 Insect Screen (default) Existing No 6030 N- 804 (- specify --0) 6.0 3.0 1 18.0 0.71 0.73 Insect Screen (default) Existing No 6050 N- 804 (- specify --0) 6.0 5.0 1 30.0 0.71 0.73 Insect Screen (default) Existing No 30303 N- 804 (- specify --0) 3.0 3.0 1 9.0 0.71 0.73 Insect Screen (default) Existing No 30503 N- 804 (- specify --0) 3.0 5.0 1.133 17.0 0.71 0.73 Insect Screen (default) Existing No 4050 N- 804 (- specify --0) 4.0 5.0 1 20.0 0.71 0.73 Insect Screen (default) Existing No 31092 E- 484 (- specify --90) 3.8 9.0 1.027 35.1 0.71 0.73 Insect Screen (default) Existing No 14610 E- 484 (- specify 90) 1.3 6.8 1.031 9.1 0.71 0.73 Insect Screen (default) Existing No 5020 S- 768 (- specify --180) 1.3 6.8 1.131 10.0 0.71 0.73 Insect Screen (default) Existing No 3628 S- 768 (- specify --180) 3.5 2.7 0.987 9.3 0.71 0.73 Insect Screen (default) Existing No 54410 W- 65 (- specify --270) 5.3 4.8 1.013 25.8 0.71 0.73 Insect Screen (default) Existing No 5420 W- 65 (- specify --270) 5.3 2.0 1.006 10.7 0.71 0.73 Insect Screen (default) Existing No 10080 W- 373 ( specify --270) 10.0 8.0 1 80.0 0.30 0.22 Insect Screen (default) New N/A 100100 W- 373 (- specify --270) 10.0 10.0 1 100.0 0.30 0.22 Insect Screen (default) New N/A OPAQUE DOORS 01 02 03 04 05 06 Name Side of Building Area (ft) U -factor Status Verified Existing Condition 3080 N- 804 24.0 0.50 Existing No 30802 E- 484 24.0 0.50 Existing No 2880 E- 484 21.3 0.50 Existing No Registration Number: Registration Date[Time: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05092017-695 Report Generated at: 2017-07-24 11:35:55 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: JONES RESIDENCE Calculation Date/Time: 11:35, Mon, Jul 24, 2017 Calculation Description: Title 24 Analysis Input File Name: 1R - 041 - 78856 VIA CARMEL.ribdl6x CF1R-PRF-01 Page 5 of 9 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up 4420 2 0.1 2 2 0 0 0 0 0 0 0 0 0 44410 2 0.1 2 2 0 0 0 0 0 0 0 0 0 3030 2 0.1 2 2 0 0 0 0 0 0 0 0 0 3050 2 0.1 2 2 0 0 0 0 0 0 0 0 0 30302 2 0.1 2 2 0 0 0 0 0 0 0 0 0 30502 2 0.1 2 2 0 0 0 0 0 0 0 0 0 6030 2 0.1 2 2 0 0 0 0 0 0 0 0 0 6050 2 0.1 2 2 0 0 0 0 0 0 0 0 0 30303 2 0.1 2 2 0 0 0 0 0 0 0 0 0 30503 2 0.1 2 2 0 0 0 0 0 0 0 0 0 4050 2 0.1 2 2 0 0 0 0 0 0 0 0. 0 31092 2 0.1 2 2 0 0 0 0 0 0 0 0 0 14610 2 0.1 2 2 0 0 0 0 0 0 0 0 0 5020 2 0.1 2 2 0 0 0 0 0 0 0 0 0 3628 2 0.1 2 2 0 0 0 0 0 0 0 0 0 54410 2 0.1 2 2 0 0 0 0 0 0 0 0 0 5420 2 0.1 2 2 0 0 0 0 0 0 0 0 0 10080 3 0.1 3 3 0 0 0 0 0 0 0 0 0 100100 8 0.1 8 8 0 0 0 0 0 0 0 0 0 Registration Number: Registration DateTme: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05092017-695 Report Generated at: 2017-07-24 11:35:55 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD ' Project Name: JONES RESIDENCE Calculation Date/Time: 11:35, Mon, Jul 24, 2017 Calculation Description: Title 24 Analysis Input File Name: 1 R - 041 - 78856 VIA CARMEL.ribd16x CF1 R -PRF -01 Page 6 of 9 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 09 Name Zone Total Cavity Winter Design Edge Insul. R -value Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers 0.1 None 0 No Existing No • Cavity/ Frame: no insul. / 2x4 Top Chrd (N) 167 167 0.1 2x4 Top Chord of Roof Truss @ 24 0 No Roof Deck: Wood Siding/sheathing/decking Attic Roof(E) 2648 Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board Ceilings (below Cavity/Frame: R-9.1 /2x4 Def Roof '78 to Present attic) Wood Framed Ceiling 2x4 @ 16 in. O.C. R 19 0.049 Over Ceiling Joists: R-9.9 insul. • Inside Finish: Gypsum Board • Cavity / Frame: R-13 / 2x4 Default Wall 1992 to Pres Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.101 Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board • Cavity / Frame: R-33 / 2x6 R-33 FOAM Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 33 0.057 Exterior Finish: 3 Coat Stucco • Cavity/ Frame: no insul. / 2x4 Top Chrd • Roof Deck: Wood Siding/sheathing/decking 2x4 Top Chord of Roof Truss @ 24 Tile Gap: present Attic Roof(N) 167 Attic Roofs Wood Framed Ceiling in. O.C. none 0.400 Roofing: 10 PSF (RoofTile) • Inside Finish: Gypsum Board Ceilings (below Cavity/Frame: R-9.1 /2x4 R-38 attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 Over Ceiling Joists: R-28.9 insul. SLAB FLOORS 01 02 03 04 05 06 07 08 09 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R -value Carpeted Fraction Heated Status Verified Existing Condition 26482 (E) 2648 2648 0.1 None 0 No Existing No 1672 (N) 167 167 0.1 None 0 No New No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required - Registration Number: Registration DateMme: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05092017-695 HERS Provider: Report Generated at: 2017-07-24 11:35:55 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: JONES RESIDENCE Calculation Date/Time: 11:35, Mon, Jul 24, 2017 Calculation Description: Title 24 Analysis Input File Name: 1R - 041 - 78856 VIA CARMEL.ribdl6x CFI R -PRF -01 Page 7 of 9 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction M) Status Verified Existing Condition DHW Sys 1 DHW Standard DHW Heater 1 1 Annual Existing No WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 Name Heater Element Type Tank Type Number of Units Tank Volume (gal) Energy Factor or Efficiency Input Rating/Pilot Tank Insulation R -value (Int/Ext) Standby Loss I Recovery Eff NEEA Heat Pump Type Tank Location or Ambient Condition DHW Heater 1 Gas Small Storage 1 50 0.575 EF 40000 Btu/hr n/a n/a n/a n/a SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 10 Heating System Cooling System Insulation Supply Duct Return Duct Name System Type Name Ducted Name Ducted Distribution System Fan System Floor Area Served Status Verified Existing Condition (E) HVAC1 Other Heating and Cooling System Heating Component 1 Yes 1 Cooling Component 1 Yes Air Distribution System 1 HVAC Fan 1 2815 Existing No HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 '09 10 Insulation Supply Duct Return Duct Verified Existing HERS Name Type Duct Leakage R -value Location Location Bypass Duct Status Condition Verification Air Distribution Ducts located in attic (Ventilated and Existing (not 4.2 Attic Attic None Existing No N/A System 1 Unventilated) specified) IAQ (Indoor Air Quality) FANS 01 02 03 04 05 Name IAQ CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 0 Default 0 Not Required Registration Number: Registration DateTme: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05092017-695 Report Generated at: 2017-07-24 11:35:55 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: JONES RESIDENCE Calculation Date/Time: 11:35, Mon, Jul 24, 2017 Calculation Description: Title 24 Analysis Input File Name: 1R - 041 - 78856 VIA CARMEL.ribd16x CF1 R -PRF -01 Page 8 of 9 3ROJECT NOTES •- ALL EXISTING AND PROPOSED INPUT DATA USED IN THIS REPORT WAS PROVIDED BY THE PLANS PREPARER. -- LOAD CALCULATIONS AND AC SIZING EQUIPMENT SHALL BE ✓ERIFIED BY THE AC CONTRACTIOR PRIOR TO PLACEMENT OF ITS ORDER. LOADS DOCUMENTED IN THIS REPORT ARE SUGGUESTED LOADS ONLY. -- AC EQUIPMENT'S EFFICENCY SHALL BE EQUAL (OR BETTER) THAN REQUIRED BY THIS REPORT. -- ANY ALTERATION OR DEVIATION FROM THIS REPORT WILL BE GENERAL CONTRACTOR'S RESPONSABILITY. Registration Number:' Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05092017-695 Report Generated at: 2017-07-24 11:35:55 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: JONES RESIDENCE Calculation Date/Time: 11:35, Mon, Jul 24, 2017 Calculation Description: Title 24 Analysis Input File Name: 1 R - 041 - 78856 VIA CARMEL.ribd16x CF1 R -PRF -01 Page 9 of 9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation A Armando Chavez Room Company: TITLE 24 OF THE DESERT SERVICES INC. Signature Date: Address: CEA/HERS Certification Identification (If applicable). ll 44890 Seeley City/State/Zip: La Quinta, CA 92253 Phone: 768 278.1840 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and 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 to the enforcement agency for approval with this building permit opliSoion. Responsible Designer Name: na re: Responsible Der�� RUBEN ROMERO Company: GLS ARCHITECTURE GROUP INC.. Date Signed: ; -17 Address: 74991 JON I DR #9 License: City/State/Zip: PALM DESERT, CA 92260 Phone: . 760 340.3528 Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05092017-695 Report Generated at: 2017-07-24 11:35:55 2016 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. 'Exceptions may apply. (Original 08/2016) Building Envelope Measures: § 110.6(a)l: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ft' or less when tested per NFRC-400 or ASTM E283 or AAMA/WDMA/CSA 101/I.S.2/A440-2011.' § 110.6(a)5: Labeling. Fenestration products must have a label meeting the requirements of § 10-111(a). § 110.6(b): Field fabricated exterior doors and fenestration products must use U -factors and solar heat gain coefficient (SHGC) values from TABLES 110.6-A and 110.6-B for compliance and must be caulked and/or weatherstri ed.' § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, asketed, or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material. § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF1 R. § 110.80): Radiant Barrier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood -frame ceiling; or the weighted average LI -factor must not exceed 0.043. Minimum R-19 or weighted average LI -factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached § 150.0(a): insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling.* § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R -value. Wall Insulation. 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 Ll -factor of 0.074 or § 150.0(c): less). Opaque non -framed assemblies must have an overall assembly LI -factor not exceeding 0.102, equivalent to an installed value of R-13 in a wood framed assembly.* § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U -factor.' § 150.0(f): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have a water vapor permeance 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, meet the requirements of § 110.8(g). Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This § 150.0(8)1: requirement also applies to controlled ventilation crawls ace for buildings complying with the exception to § 150.0(d). § 150.0(8)2: Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation. 150.0 § (q)' Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum LI -factor of 0.58; or the weighted averse LI -factor of all fenestration must not exceed 0.58.' Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 150.0(e)lA: Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)1 B: Combustion Intake. Masonry or factory -built fireplaces must 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 combustion -air control device.' § 150.0(e)1C: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control.' § 150.0(e)2: Pilot Light. 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: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the Energy Commission.' § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K.' Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters § 110.2(b): must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating.' § 110.2(c): Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat.' Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must § 110.3(c)5: meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. § 110.3(c)7: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed. § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances (appli- ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt); and pool ands a heaters.' Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment § 150.0(h)l: Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA Manual J using design conditions specified in § 150.0(h)2. 2016 Low -Rise Residential Mandatory Measures Summary § 150.0(h)3A: Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any dryer vent. § 150.0(h)3B: Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by manufacturer's instructions. § 150.00)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, must have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipes from the storage tank; all piping with a § 150.00)2A: nominal diameter of 3/4 inch or larger; all piping associated with a domestic hot water recirculation system 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.' § 150.00)2B: Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve.' § 150.00)2C: Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.00)2A. Distribution piping for steam and h dronic heating systems or hot waters stems must meet the requirements in TABLE 120.3-A.' § 150.00)3: Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by § 150.00)3A: aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can cause degradation of the material. § 150.00)3B: Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a Class I or Class II vapor retarder. Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a § 150.0(n)l : 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 space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation SRCC or by a listing agency that is approved by the Executive Director. Ducts and Fans Measures: § 110.8(d)3: Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. CMC Compliance. All air -distribution system ducts and plenums must be installed, 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. Portions of supply -air and return -air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing § 150.0(m)l: (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross-sectional area of the ducts.' Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction, § 150.0(m)2: connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tae is used in combination with mastic and draw bands. § 150.0(m)3: Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and § 150.0(m)9: wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0(m)l1: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with 150.0 m l land Reference Residential Appendix RA3. Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal § 150.0(m)12: conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency, pressure drop, and labeling requirements of § 150.0 m 12. 2016 Low -Rise Residential Mandatory Measures Summary Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the § 150.0(m)13: supply plenum. The 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 RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central forced airs stems.' Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor §150.0(0): continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing whole -building ventilation. § 150.0(o)1A: Field Verification and Diagnostic Testing. Whole -building ventilation airflow must be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.7. Pool and Spa Systems and Equipment Measures: Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency § 110.4(a): that complies with the Appliance Efficiency 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 must not use electric resistance heating.' § 110.4(b)1: Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. 150.0 § (p)' Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves.' Lighting Measures: § 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9.' § 110.9(e): JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must be certified to the Energy Commission according to Reference Joint Appendix JA8. § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A. Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or § 150.0(k)1 B: other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control. Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) § 150.0(k)1C: labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. A JA8-2016-E light source rated for elevated temperature must be installed by final inspection in all recessed downli ht luminaires in ceilings. § 150.0(k)1 D: Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than 20 kHz. Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no § 150.0(k)1 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 va ancy sensors. § 150.0(k)1 F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k).* Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply § 150.0(k)1 G: with Reference Joint Appendix JA8. Installed lamps must be marked with "JA8-2016" or "JA8-2016-E" as specified in Reference Joint Appendix JA8.' § 150.0(k)1 H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with "JA8-2016-E." § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.' § 150.0(k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions. § 150.0(k)2E: Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with 150.0(k). § 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9. Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it: § 150.0(k)2G: functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of § 130.5(f); and meets all other requirements in § 150.0(k)2. Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the § 150.0(k)2H: following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5(f); and all other requirements in § 150.0(k)2. § 150.0(k)21: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. 2016 Low -Rise Residential Mandatory Measures Summary § 150.0(k)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must be controlled by a vacancy sensor. § 150.0(k)2K: Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with Reference Joint Appendix JAB, except luminaires in closets less than 70 square feet and luminaires in hallways.* § 150.0(k)2L: Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other § 150.0(k)3A: buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item § 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or EMCS. Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, § 150.0(k)3B: and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with either § 150.0(k)3A or with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)3C: Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by 150.0(k)3B or § 150.0(k)3D must comply with the applicable requirements in §§ 110.9, 130.0,130.2, 130.4, 140.7 and 141.0. § 150.0(k)3D: Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7, and 141.0. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 wafts of ower as determined according to § 130.0(c). § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior § 150.0(k)6A: common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building must be high efficacy luminaires and controlled by an occupant sensor. Interior Common Areas of Low-rise Multi -Family Residential Buildings. 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 must: § 150.0(k)6B: 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 must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress. Solar Ready Buildings: Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the § 110.10(a)1: application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the requirements of § 1 10.10 b through § 1 10.10 e . § 110.10(a)2: Low-rise Multi -family Buildings. Low-rise multi -family buildings must comply with the requirements of § 110.10(b) through § 110.10(d). Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must 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 must 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 buildings with roof areas § 110.10(b)1: greater than 10,000 square feet. For single family residences the solar zone must 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 must 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: Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment.* Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)3B: 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 lane.' § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for § 110.10(c): routing of conduit 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); and a pathway for routing of plumbing from the solar zone to the water -heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through 1 10.10 c must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit § 110.10(e)2: breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or main circuit location; and permanently marked as "For Future Solar Electric". STRUCTURAL CALCULATIONS CUSTOM ADDITION & ALTERATION r FOR: JONES -9 RESIDENCE 78-856 VIA CARMEL LA QUINTA, CALIFO I VED CHARLES D. GARLAND, ARCHITECT LICENSE NO. 11991 EXP 10/31/17 74-991 JONI DR. SUITE #9 PALM DESERT CA 92260 PHONE: 760/340-3528 FAX:760/340-3728 CITY OF LA QUINTA BUILDING & SAFETY ®PT. APPROVE FOR C NSTRUCTION �18y-DATE4��V�=j AUG 18 2017 COMMUNITY DEVELOPMENT *a Aft G� FS D. 6'4 * Na CH991 it 1 31/2on \9� lip. UTI Q� F �o 8✓ 171 17, % c (cam STRUCTURAL CALCULATIONS ❖ GOVERNING CODES.....................page 3 ❖ LOAD .......................................................Page 4 �:• BEAM .................................................. Page 5 ❖ LATERAL ANALYSIS ........................ Page 9 ❖ SEISMIC ZONE ............................ Page 10 ❖ SHEAR WALL REQUIREMENTS.... Page 12 ❖ FOUNDATION ............................... Page 16 STRUCTURAL CALCULATIONS GOVERNING CODES IBC 2015 OR CBC 2016 & ASCE 7-10. AC1318-14, AISC/AISC360-10, AISC341-10 AWS D1.1/D1.1M:2010, 2015NDS, 2015NDS SDPWS, ANSI/TPI 1-2007 TMS 402-13/ACI 530-13/ ASCES-13 A- DESIGN LOADS a. ROOF LIVE LOAD 201, PSF b. ROOF DEAD LOAD 19 PSF c. WIND IMPORTANCE FACTOR 1.00 WIND ZONE 110 MPH EXPOSURE C d. SITE CLASS DEFINITION( D) e. OCCUPANCY CATEGORY II f. SEISMIC.DESIGN CATEGORY (D) g. COEFFICIENT Cs 0.15 h. SEISMIC Ss1.5g i. SEISMIC Sl 0.6g j. FACTOR R 6.5 k. SEISMIC SDs 1.193 I. SEISMIC SD1 0.853 STRUCTURAL CALCULATIONS ' LOADS EXTERIOR WALLS: ROOF PSF WOOD STUDS = 2 ROOF TILE = ROOFING FELT 5/8 OSB/ RADIAN BARRIER 9 0.6 2.2 1 1/2" GYP BD. = 7/8" STUCCO = INSULATION=r 2 10___ 1 . _ TRUSSES @24" O.0 2.6 R-38 INSULATION = 1.8 D.L.= 15 PSF 5/8" GYP. BD. = 2.8 D.L= '19 L.L. = 20 INTERIOR WALLS: TOTAL LOAD = 39 I PSF PSF i WOOD STUDS = 2 11/2 GYP.BD.2SIDES = 3 ! INSULATION = 2 D. L = 7 PSF STRUCTURAL CALCULATIONS BEAM DESIGN i BEAM #1 I i i i i I SPAN = 11.0 i ft DOUGLAS FIR -LARCH No 1= Fb =j Fv - 1000 95 si psi I TRI B. AREA = 6.0 ft �' E - i 1700000 ps! Load Factor Co= 1.251 ! Wet. Service Factor CM = ; 1.00 _ D:L = 19.0_; Ib/ft Temperature Factor Cts; 1.00 — L.L = 20.0 j Ib/ft - -- .................. _-....._.........�_..._._. Size Factor CF = i 106 _.._........... ............... _.... ..._._.__...................... ..... .-. ............................. ! .. TOTAL 39.0 I Ib/ft ! I Repetitive m. Fact. Cr = ? 1.00 —Incising Factor Ci = 1.00 _.�_..__....._._� j— Shear stress Factor C. = i i 1.00 . i W = 234.0 Ib/ft i ..... ................... _... _.................. ! 234 ! ......... _........... ! .i _ ......... j I ii M= _.._.__.._...._ WxL2/8 _._._..... .. ! ._........_................I........__i__.. M= _.. 3539.3 ft -Ib .......................................... 42471 in -Ib ` ! ! i ; i_ n.00 a- 4 V= W x L/ 2 BENDING s ! 1_.__....._._._ !._ ! -� V= 1287 Ib._._._ ......._ -- _ F_b= Fbx(CD)(CMa(Ct)(CF)(Cr)(Ci) - I_ F'b=1250 Req"d S = M / F'b --�-- psi _ I ! USE ! S=!— 33.98; in^3 ! -� J 4 X 112 ------ _ Area = 39.4 in ^2 _ ; If b = M/S �- j Section= 73.8 in ^3 -........... -- - -- -1--._._._. !ALLOW F'b = i �1ACT. f b = j Moment of Inertia= -> — 415 in^4 12psi 50 j - ( 575.3 1 psi 0 K _ ISHEAR ! F'v =FvCD CM Ct CM ! fv=i1.5V/A; ; !! ---- ---- F'v , 1191 psi-;—>-- f--v = - 49.02; psi I j O K — DEFLECTION — i 5W,L^4 384 E' I _ 0.11 i in ! I i.__ O K E'= E (CM)(C)(C;) --- _ 1700000 _ !psi ; - - I BEAM! 41X 12 d max = L/ 240 = i 0.55 in j I I STRUCTURAL CALCULATIONS C I BEAM DESIGN c HDR #1 j SPAN =_ 5.0 j ft DOUGLAS FIR -LARCH_ No 1= j Fb =j- Fv = 1000 95 psi- psi I TRIB. AREA = 9.0 ift E= 1700000 psi I I j ! Load Factor Co = _ Wet. Service Factor CM = 1.25 1.00 19.0 Ib/ft ! Temperature Factor Ct = 1.00 Ll = 20.0 Ib/ft Size Factor CF = 1.00 ! TOTALl 39.0 Ib/ft Repetitive m. Fact. Cr = 1.00 i _-...._. — _._._...._._ _.......__.__....--9 Incising Factor Ci = _-........ __ Shear stress Factor CH = 1.00 _.... __ 1.00 -._.._..._..-� W = 351.0 Ib/ft j _ M-� Z W x L /8 — j 351 BENDING _ _••-••-- - -- ._..._..--- Iblft ��-• ! ----..__. M= 1096.9 ft -Ib 5.00ift �- -- _. M= V— V= 13162.5 L / 2 W 877.5 in -Ib Ib I F'b = Fbx(CD)(CM)(Ct)(CF)(o(Ci)� _.._...... - - --......._.... _ ...._ - F'b = 1250 ( psi i USE Req'd S =I M / F"bS= 10.53in^3 4 X 6 Area = 19.3 in^2 If b = M/S lSection= 17.7 in ^3 ,ALLOW F'b = ACT. f b = Moment of Inertia= 48.5 in^4 1250 psi 'SHEAR �_.. ....._... - _._................... F'v FK( = CD).(CM)(Ct)..(CH) � F'v = 119' psi > - 745.8 psi _.._� ..................... --_.._.......... .-_._... _.._.. f._� M 1.5 V / A. > f V= 68.38 psi ............. ............. ' OK .......... OK --- ................. _ j �. j DEFLECTION j �j 5W,L^4 j 384 E" I E"= _____� 1.= 0.06in ................_ _ E (CM.).SC' (Ci ).._!._..._....- -- j _ ......_ . ....... __...._.._._._._ 1700000 psi.-.. ........ _.............. .... _ ! BEAM _ _ . 4 0-K-_� X 6 ..... _.. — - ..... _...... _. _ _. _.__............- -- !, d max = JL/240 = ! 0.25 in - STRUCTURAL CALCULATIONS 0 Wind Analysis for Low-rise Building, Based on ASCE 7-2016 LATERAL FORCE ANALYSIS - _...._......._ _ _.................. _ _.. _ _ -- - _._. .....__...........__......__ ........................... _._... ..__ IBC 2015 CBC 2016 1 ASCE7 16. ; ....................................:........................._._...................................._............_._.._............................................._....................................._..................................... _ WIND: :110 h E sure C' ........................ ... ......._......_...._.......f... .... ........_n!P.............._.................... t _...... ................ .......... .......... -....._........................................................... ENCLOSED qr- 0.00256X Kz Kzt Kid Ke V^2 1 INPUT DATA . . _._..................<................_..__._.........................__....._.._................... Exposure category (9, C or D, ASCE 7.16 26.7.3) C ..................................... ._;.__. .__..................... ... Importance factor (ASCE 7-16 Table 1.5-2) = 1.00 _...__._ ............................_._........................... _.... -- Basic wind speed (ASCE 7-10 26.5.1 or 2012 03C) V =110 . ...._.....- -- -r Topographic factor (ASCE 7.10 26.8 s Table 26.8.1) K, = 1.00 j Building height to eave he = 10 ........_.....___.__ ..................... ...____..................... .__�_. Building height to ridge h, = 18 ;...., ....,. qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 28.3-1, pg 299) Ko = wind directionality factor. (Tab. 26.6-1, for building, page 250) h = mean roof height < 60 ft, [Satisfactory] (ASCE 7-16 26.2.1) . < Min (L B), [Satisfactory] (ASCE 7-16 26.2.2) Ke = groumd elevation factor (1.0 per sec. 26.9 ) 0.85 ..................--...__....... .... _............ _......... .... ........ ._.......................... . 0 85 _.. = 14.00 t. _..... ...... __i.., qr- i 22.38 i PSF ( 29.4.4 Minimum Design Wind bad Sall BOT be Less than 16 IN ft2 multiplied by Ore wall area -. _ _._ ) _ ..__............................__.... .................... 8119 ft2 multiplied by the Roof area of the building vertical plane I _ . __ WIND LOAD = c[e(1E+2E+3E+4E+0.781'W2-&iW44e1 ANALYSIS WIND LOAD=1 2224 ft p - qh [(G Cpf )-(G Cpi )J where: p = pressure in appropriate zone. (Eq. 28.3-1, page 3• pm„ = 16 psf (ASCE 7-16 28.3.4) G Cpf = product of gust effect factor and external pressure coefficient, see table below. (Fig. 28.3-1, page 312 & 313) G CpI = product of gust effect factor and internal pressure coefficient.(Tab. 26.13-1, Enclosed Building, page 271) a = width of edge strips, Fig 28.4-1, note 9, page 301, MAX[ MIN(0.113, 0.1L, 0.4h), MIN(0.04B, 0.04L), 3] _ Net Pressures (Dsfl. Basic Load Cases Net Pressures tnsfl Tnminnal I n rl Casal x Q4�_ a-- 'l e at-- K IE ' 1E O ROOlOXt eORIEA RDVZNM 0QFJV X700 NO'ipeR 7a" Q"Cro WEIM Load Case A (Transverse) Load Case "8 (Longitudinal) Surface Roof an le 0 = 15.64 Roof a le 0 = 0.00 G Cp, Net Pressure with G Cp f Net Pressure with Surface (+GC i) (-GC ;) (+GC i) (-GC 1 0.49 6.68 14.37 -0.45 -13.47 -5.77 2 -0.69 -18.60 -10.90 -0.69 -18.60 -10.90 3 -0.45 -13.43 -5.73 -0.37 -11.76 -4.06 4 -0.39 -12.17 4.48 -0.45 -13.47 -5.77 5 0.40 4.70 12.40 6 -0.29 -10.05 -2.35 1E 0.74 12.08 19.77 -0.48 -14.11 -6.41 x Q4�_ a-- 'l e at-- K IE ' 1E O ROOlOXt eORIEA RDVZNM 0QFJV X700 NO'ipeR 7a" Q"Cro WEIM Load Case A (Transverse) Load Case "8 (Longitudinal) Surface Roof an le 0 = 15.64 GC , p Net Pressure with (+GC (-GC I ) 1 T 2T 3T 4T 0.49 -0.69 -0.45 -0.39 1.67 -4.65 -3.36 -3.04 3.59 -2.73 -1.43 -1.12 Surface Roof a le 0 = 0.00 GCp, Net Pressure with +GC 5T 0.40 1.18 3.10 x 2f 41�J1 21 2 a ate°! i4 if 1 1E WMiM ttlOflt RDVD=CGOO MIfLUOR m *� M OPA1= Load Case A (Transverse) Load Case 8 (Longitudinal) Torsional Load Cases STRUCTURAL CALCULATIONS Basic Load Case A (Transverse Direction) Basic Load Case B (Longitudinal Direction) 1 Torsional Load Case A (Transverse Direction) Area I Pressure (k) with Surfacete (ea) (+GCp I ) (-GCp I ) 1 990 6.61 1423 2 2337 -43.46 -25.48 3 2337 -31.38 -13.39 4 990 -12.05 -0.43 1E 110 1.33 2.18 2E 260 -0.94 -4.94 3E 260 -4.57 -2.57 4E 110 -1.79 -0.94 98 Horiz 17.88 17.88 -4.94 Vert. -68.75 -32.37 Min. wind Vert. -83.15 -44.67 Min. wind Horiz. 28.80 28.80 28.4.4 Vert. -80.00 -00.00 Torsional Load Case A (Transverse Direction) Torsional Load Case B (Longitudinal Direction) Surface Area Pressure (k) with SurfaceArea (e) (+GCp I) (-GCp I ) 2 2337 -43.46 -25.48 3 2337 -27.48 -9.49 5 608 2.86 7.54 6 608 -0.11 -1.43 2E 260 -6.94 -4.94 3E 260 -3.94 -1.94 5E 117 1.08 1.98 6E 117 -1.53 -0.63 98 Horiz 11.57 11.57 -4.94 Vert. -68.75 -32.37 Min. wind Horiz 11.60 11.60 28.4.4 Vert. -80.00 $0.00 Torsional Load Case B (Longitudinal Direction) Surface Area Pressure (k) with Torsim (ft -k) Surface (it') (+GCp I) /,� (-GCp I) (+'GCp I) (-GCp I ) 1 440. 2.94 6.32 66 142 2 1038 -19.32 -11.32 -117 -09 3 1038 -13.94 -5.95 85 36 4 440 -5.36 -1.97 121 44 1E 110 1.33 2.18 60 98 2E 260 -0.94 -4.94 -84 -00 3E 260 A.57 -2.57 55 31 4E 110 -1.79 -0.94 80 42 1T 550 0.92 1.98 -23 A9 2T 1298 -6.04 -3.54 41 24 3T 1298 A.36 -1.86 -29 -13 4T 1 550 1 -1.67 1 -0.62 1 -42 -15 Total Horiz Torsional Load, MT 1 212 212 Torsional Load Case B (Longitudinal Direction) Surface Area Pressure (k) with Torsim (9-k) (+GCp I) (-GCp I) (+GCp I) (-GCp I ) 16.00 (�) 2 2337 -43.46 -25.48 -29 -17 3 2337 -27.48 -9.49 19 6 5 246 1.15 3.04 11 29 6 246 -2.47 -0.58 23 5 2E 260 -6.94 -4.94 89 63 3E 260 -3.94 -1.94 -50 -25 5E 117 1.08 1.98 24 44 6E 117 -1.53• -0.63 34 14 5T 363. 0-43 1.12 -5 -13 6T 1 363 1 -0.91 1 -0.21 -10 1 -2 Total Horiz. Torsional Load, MT 104.6 1 104.6 Design pressures for components and cladding p = qh[ (G Cp) - (G Coll] where: p = pressure on comporfent. (Eq. 30.4-1, p8 318) ii g g Amin = 16.00 psf (ASCE 7-10 302.2) GCp=external pressure coefficient Walls; see table below. (ASCE 7-10 30.42) Roof. ;.•t Roofi 1," Zone 5 Camp. &a dding Zone 1 I Zone 2 1 Zone 3 Zone 4 1 Zone 5 Pressure Posltive Negative Poshive Negeeve Posit[" Ne99tw PosnWe Nogative Posltive Ne9etive (P4) 16.00 -22.14 16.00 -35.42 16.00 -53.70 1 23.54 -25.68 23.54 30.41 STRUCTURAL CALCULATIONS CALIFORNIA BUILDING CODE 2013 MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION m STRUCTURAL CALCULATIONS _................_......................._..............._._.........__......__.._......................____-------- .......................................................... ... _.._._._................_..._._............................. ... Design Maps Summary Report View Detailed Report User-Specifced Input Building Code Reference Document :ASCE 7-10 Standard (wlvch unli s USGS hasard dat a'dailatge in Site Coordinates 33.72857°Pd, 116.27234°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category 1/1111H USGS-P€ovkied Output Sy = 1.789 g S,,�, = 1.789 g Sr,. = 1.193 g S, = 0.85.4 g Sf&z = 1.2.80 g S,,, = 0.854 g For information or,. hove the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground mations in the direction of maximum hori-mntal response, please return to the application and select the "2009 NEHRP" buildi ng cede reference document. fss NICER Respcnse Sptaruttr t Resowsr, 5petisr„ For PGA_ T, C2,,, and i,., values, please view the detailed report. AMmugh tics iriormawn is a produrt of the i;.5.:eoiog cal Survey, we provide no warranty, expressed or imviied, as the the accuracy of the data co:raened ttwerr. Tfw. tsaol 3s rot a substitute for te-6 mal subject-merer 1srMedge. Fi-ol STRUCTURAL CALCULATIONS 'SITE CLASS DEFINITION= D OCCUPANCY CATEGORY SEISMIC DESIGN CATEGORY = _ D_ LA QUINTA CALIFORNIAl 92253 0.2 seg Ss=150%g 1.0 seg S1 60%g SDs= 2/3 X SMS SD1 = 2/3 X SMI SDs = 1.19 SD1 = 0.851 R= _ IE _ _ 6.5 ___..............._ 1.0 TABLE 12.2 ASCE 7-11 ............. -. ____.. -.__ .._.._......_._ .t= 0.2 I ASCE I BASE SHEAR V= Cs W 0.183 W (12.8-1) Cs = SDS / ( ME) 0.183 (12.8-2) NOT EXCEED Cs = SD1 / T( ME) 0.655 (12.8-3) _ _ NOT LESS THAN Cs =0.01 _ 0.010 (12.8-5) , _ V= 0.18jW STRUCTURAL CALCULATIONS i SEISMIC (CONTINUED) j �— ROOF 19 1 psi EXT. WALLS 15 REDUNDANCY FACTOR = 1.30 SEISMIC, V,= 0.23 WALL HT = E loft DIAPH=26x43 TRANSVERSEL LONGITUDI L WORST_ 26 IFT WORST 43 FT ( ROOF= 494 ROOF= 817 1 1 1 Walls = 75 1 Walls = 75 1 569 892 � X1 0.234. ( Xi 0.2 133.1 # ft. (MAX) 209 # ft --T SEISMIC=151PLF <222= WIND ..._ ................ L____.._.___ _._..__......___ -___ - D.L. _................__. _ .__....._. _.._ _ .._.........._ ! ...... ROOF 19 psi EXT. WALLS 15 REDUNDANCY FACTOR = 1.30 SEISMIC, V,= 0.23 ��— WALL HT= loft DIAPH=16)0-6 TRANSVERSEL LONGITUDI NXi- WORST 16 FT WORST 26 FT ROOF = 304 ROOF= 494 I 1 Walls = 75 1 Walls = i 75 379 569 X 0.234_ 0.21 1 88.69 # ft (MAX) 133 # ft (_MAX) SEISMIC=133PLF <222= WIND W= 222 IT=C = W L^2 / 8b L= 43 = 1973.451923 B= 26 I� NAIL= TABLE 23 -III -C-2 TOTAL NAIL = LOAD /NAIL= 10.52 .... ..... _ PROVIDE (8 PAIR) 16 d COMMON _ @ E.A 4'-0" SPACEa0 TOP CHORDS STRUCTURAL CALCULATIONS ......_...._......_._.._.. E EXISTING i �._)---.._..___ _ _ _.__._...._................._.._._._.._..___..._...._..r................. .......................i................ __......... _... ...... _ __.__...._._...........___ _.......___.___.._..._._.........;...___ ............_.-_...�... . r t i _.. .......................__....................._... _.._._..._......i......_...... T8"_PORTLAND CEMENT PLASTER ON WOVEN WIRE OR EXPANDED METAL LATH NAILED AT EACH STUD SILL AND PLATE @ 6" 0. C. MAX. w/ No. 11x1 1/2" GALVANIZED NAILS WITH 7/16" 0 HEADS OR ...................................................................... ATTACHED W/ 16 GAUGE__.STAPLES HAVING 7/8' LONG LEGS. ANCHOR w/5/8" 0 x 12" LONG ANCHOR ..............................._...__............................................................................................................................-._._....................... ................................. .... _.1 i_............................................. BOLTS (w3"x3"x1/4" THICK PLATE WASHERS BETWEEN NUT AND WOOD SILL_) @ 48" O.C. MAX. (ALLOWABLE LOAD. 180 pif- PER_CBC_TABLE 2306,4.5 CBC)._.. ___ ................. __i_��.___._I STRUCTURAL CALCULATIONS SHEAR WALL. CONSTRUCTION 14 D1/2" GYPSUM WALL BOARD APPLIED DIRECTLY TO 2x STUDS WITH STANDARD WALL BOARD NAILS (1 1/2" x 0.12" DIAMETER w/ 3/8" HEADS) OR 5d COOLER NAILS AT 7" 0/C MAX. TO ALL STUDS, SILLS, PLATES AND BLOCKING. ANCHOR w/ 5/8" DIAMETER x 10" LONG ANCHOR BOLTS (w/ 3" x 3" x 0.229" THICK PLATE WASHERS BETWEEN NUT AND WOOD SILL) @ 6'-0" 0/C MAX 16" O.C. FRAMING (ALLOWABLE LOAD: 75 Of- PER CBC 2016 TABLE 2306.3(3) 7/8" PORTLAND CEMENT PLASTER ON WOVEN WIRE OR EXPANDED METAL LATH NAILED AT EACH STUD, SILL AND PLATE @ 6" 0/C MAX. w/ No. 11 x 1'/2" GALVANIZED NAILS WITH 7/16' DIAMETER HEADS OR ATTACHED w/ No. 16 GAUGE STAPLES HAVING 7/8" LONG LEGS. ANCHOR w/ 5/8" DIAMETER x 10" LONG ANCHOR BOLTS 7" EMBED MIN (w/ 3" x 3" x 0.229" THICK PLATE WASHERS –SDC D ,BETWEEN NUT AND WOOD SILL) @ 48" 0/C MAX. 16" O.C. FRAMING (ALLOWABLE LOAD: 180 plf – PER CBC 2016 TABLE 2306.3(3) THE NEXT THREE (3) SHEAR WALL TYPES SHALL ALL HAVE THE FOLLOWING IDENTICAL STRUCTURAL I WOOD PANEL DIAPHRAGM: (WALL1 , 2 & 3 ONLY) 3/8" C -D EXPOSURE I APA PLYWOOD OR 3/8" ORIENTED STRAND BOARD APPLIED DIRECTLY TO THE STUDS, WITH THE LONG DIMENSION OF FULL PANELS LAID PARALLEL OR PERPENDICULAR TO THE LENGTH OF THE STUDS, ALL EDGES OF EACH PANEL SUPPORTED ON STUDS, SILLS, PLATES OR BLOCKING AND NAILED AND ANCHORED AS FOLLOWS: 1 D8d COMMON NAILS @ 6" 0/C AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" 0/C AT ALL FIELDS. ANCHOR WITH 5/8" DIAMETER BY 12" LONG ANCHOR BOLTS AT 48" 0/C. (ALLOWABLE LOAD: 280 plf – PER 2015 NDS SDPWS TABLE)' CONSTRUCTION NOTE(S) 1 & 2 APPLY (NOTES 3,4 AND 6 APPLY ONLY WHEN DIAPHRAGM AT BOTH SIDES ) 2 D8d COMMON NAILS @ 4" 0/C AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" 0/C AT ALL FIELDS. ANCHOR WITH 5/8" DIAMETER BY 12" ANCHOR BOLTS AT 32" 0/C. (CALCULATE TO MAXIMUM OF 349 plf – PER 2015 NDS SDPWS TABLE) STUDS @16" O.0 CONSTRUCTION NOTE(S) 1 & 2 APPLY (NOTES 3, 4, 5 AND 6 APPLY WHEN DIAPHRAGM AT BOTH SIDES) 3 D8d COMMON NAILS @ 3" 0/C AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" 0/C AT ALL FIELDS. ANCHOR WITH 5/8" DIAMETER BY 12" LONG ANCHOR BOLTS AT 32" 0/C. (ALLOWABLE LOAD: 550 plf– PER 2015 NDS SDPWS TABLE ) * CONSTRUCTION NOTE(S) 1, 2, 3 & 6 APPLY (NOTES 4 & 5 APPLY WHEN DIAPHRAGM AT BOTH SIDES) NOTE VALUES ARE APPLICABLE TO DOUGLAS FIR LARCH FRAMING @ 16" O.0 STRUCTURAL CALCULATIONS 15 4 D15/32" STRUCT. I APA PLYWOOD OR 15/32" ORIENTED STRAND BOARD (OSB) APPLIED DIRECTLY TO THE STUDS, WITH THE LONG DIMENSION OF FULL PANELS PARALLEL OR PERPENDICULAR TO THE LENGTH OF THE STUDS, ALL EDGES SUPPORTED ON STUDS, SILLS, PLATES OR BLOCKING AND NAILED AND ANCHORED AS FOLLOWS: 8d COMMON NAILS @ 2" 0/C AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" 0/C AT ALL FIELDS. ANCHOR WITH 3/4" DIAMETER ANCHOR BOLTS AT 16" 0/C. —STATE EMBEDDED DISTANCE 7" MIN (ALLOWABLE LOAD: 730 plf = PER 2015 NDS SDPWS TABLE) * CONSTRUCTION NOTE(S) 1, 2, 3, & 6 APPLY (4 AND 5 APPLY WHEN DIAPHRAGM AT BOTH SIDES) CONSTRUCTION NOTES: 1 3" x 3" x 0.229" PLATE WASHERS SHALL BE PROVIDED BETWEEN ALL ANCHOR BOLT NUTS AND THE WOOD SILL. 2 SEE ANCHOR BOLT CALCULATIONS FOLLOWING THESE NOTES IN THE CALCULATIONS. 3 EDGE NAILING AT ABUTTING PANEL EDGES FOR WALLS LOADED IN EXCESS OF 350 plf SHALL BE APPLIED TO 3x OR WIDER STUDS. 4 APPLYING EQUAL THICKNESS STRUCTURAL WOOD PANELS TO BOTH STUD FACES OF A SHEAR WALL AND WITH MATCHING NAILING FOR BOTH SIDES SHALL PROVIDE DOUBLE THE LOAD CAPACITY OF WALLS HAVING THE SAME PANELS AND NAILING APPLIED TO ONLY ONE FACE. 5 STRUCTURAL WOOD PANEL SHEAR WALLS WITH PANELS APPLIED TO BOTH FACES AND WITH EDGE NAILING LESS THAN 6" 0/C SHALL HAVE ABUTTING PANEL EDGES FOR ONE SIDE OFFSET ONE STUD SPACE FROM THE OTHER SIDE (NOTE No. 3 ALSO APPLIES) 6 ALL SHEAR WALLS HAVING A LOAD CARRYING CAPACITY IN EXCESS OF 350 plf SHALL BE PROVIDED WITH 3x P.T.D.F. SILL PLATES AND 12" LONG ANCHOR BOLTS OF THE DIAMETER PROSCRIBED FOR THAT WALL CONSTRUCTION TYPE (ALL ANCHOR BOLTS SHALL BE SET 7" INTO CONCRETE) 7 WHERE THE CONTRACTOR DESIRES TO CONSTRUCT THE SLAB -ON -GRADE AND THE FOOTINGS AND FOUNDATION IN A TWO POUR SYSTEM, ALL ANCHOR BOLTS SHALL HAVE A MINIMUM LENGTH OF 14", SETTING THEM A MINIMUM OF 4" INTO THE TOP OF THE FOUNDATIONS BEFORE POURING THE SLAB. 8 ALL ANCHOR BOLTING, HOLDOWN BOLTS OR STRAPS AND OTHER FORMS OF CONCRETE INSERTS SHALL BE SECURELY HELD IN PLACE WITH JIGS OR OTHER SUCH DEVISES PRIOR TO REQUESTING FOUNDATION INSPECTION, DURING INSPECTION AND DURING ACTUAL POURING OF CONCRETE. 9 ALL ANCHOR BOLTS AND HOLDOWN BOLTS SHALL BE BROUGHT PLUMB PRIOR TO THE CONCRETE HARDENING. MECHANICAL STRAIGHTENING OF BOLTS AFTER THE CONCRETE HAS HARDENED THAT RESULTS IN SLAB EDGE BREAKING SHALL RESULT IN REJECTION OF A PORTION OF THE SLAB AND FOUNDATION BY THE ARCHITECT OR STRUCTURAL DESIGNER OF RECORD AS HE DEEMS NECESSARY, ITS REMOVAL AND REPOURING OF THAT PORTION OF THE CONCRETE. 10 HOLDOWN STRAP HOOKS SHALL BE STABLIZED DURING THE CONCRETE POUR IN ORDER TO ENSURE THEY REMAIN AT THE MANUFACTURER'S PROSCRIBED ANGLE OF INSERTION. 11 ATTACHMENT OF A 3x SILLPLATE TO FLOOR FRAMING BELOW SHALL BE MADE WITH THE USE OF SIMPSON SDS %x6 WOOD SCREWS AT 3" o/c. 12 ATTACHMENT OF A 2x SILL PLATE TO FLOOR FRAMING BELOW SHALL BE MADE WITH THE USE OF 16d @ SPACING INDICATED AT THE SHEAR WALL TABULATION. STRUCTURAL CALCULATIONS • ■ 1. FOUNDATION SOIL PRESSURE = 1500 PSF LOADING ROOF = 35 EXT. WALLS = 15 I 1-1 = 13 ft ' TYPICAL PERIMETER FOOTING AT 2 STORY Trib. Area LOADING: ROOF = 630 #1 { WALL = 195 #1 W = 825 #1 REQ -D WIDTH = 0.55 FT / FT LENDTH 16" WIDE x 24" DEEP CONTIN PERIM FT, _ , AND 2 # 4 BARS, CONTIN .. j _ - SQ IN r;i8O� OK ................. . ................... ....... . ... .. . ....... ....... ..0 ........................... . STRUCTURAL CALCULATIONS TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES LATERAL LATERAL SLIDING RESISTANCE BEARING VERTICAL PRESSURE CLASS OF FOUNDATION (psf/ft below Coefficient of MATERIALS PRESSURE (psf) natural grade) frictions Cohesion (psf)b 1.Crystalline bedrock 12,000 1,200' 0.70 - 2.Sedimentary and 4,000 400 0.35 - foliated rock 3.Sandy gravel and/or 3,000 200 0.35 - gravel (GW and GP) 4.Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, 2,000 150 0.25 - SP, SM, SC, GM and GC) 5.Clay, sandy clay, silty clay, clayey silt, silt and 1,500 100 - 130 sandy silt (CL, ML, MH and CH) • Anchor DesignerT"^ Software ,. Version 2.5.6326.8 Company: Date: 7/26/2017 Engineer: Page: 1/5 Project: Address: Phone: E-mail: 1.Proiect information t Customer company: Project description: Customer contact name: Location: Customer e-mail: Fastening description: Comment: 2. Input Data & Anchor Parameters General Base Material ti Design method:ACI 318-11. Concrete: Normal -weight Units: Imperial units, Concrete thickness, In (inch): 18.00 State: Cracked Anchor Information: Compressive strength, f. (psi): 2500 Anchor type: Bonded anchor W�,v: 1.0 f Material: A193 Grade B7 Reinforcement condition: A tension, B shear Diameter (inch): 0.625 Supplemental reinforcement: Not applicable Effective Embedment depth, hef (inch): 11.000 Reinforcement provided at corners: No Code report: ICC -ES ESR -2508 Do not evaluate concrete breakout in tension: Yes Anchor category: - Do not evaluate concrete breakout in shear: Yes Anchor ductility: Yes Hole condition: Dry concrete hmin (inch): 14.13 Inspection: Continuous cev (inch): 26.88 Temperature range, Short/Long: 110/75°F Cm;e (inch): 1.75 4 Ignore 6do requirement: Not applicable Smin (inch): 3.00 Build-up grout pad: Yes ' Load and Geometry Load factor source: ACI 318 Appendix C - Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Yes Ductility section for tension: D.3.3.4.3 (a) 3-6 is satisfied Ductility section for shear: D.3.3.5.3 (a) is satisfied Co factor: not set Apply entire shear load at front row: Yes Anchors only resisting wind and/or seismic loads: No <Figure 1> •' ,. , • . , r 4 , O } x, i08IDlb r Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com • Anchor Designer' TM Software Version 2.5.6326.8 <Figure 2> Company: Date: 7/26/2017 Engineer: ' Page: 2/5 Project: Address: Phone: E-mail: Recommended Anchor Anchor Name: SET -XP® - SET -XP w/ 5/8"0 A193 Gr. 67 Code Report: ICC -ES ESR -2508 k, t f � . 4 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com • Anchor DesignerT"' Software Version 2.5.6326.8 Company: Date: 7/26/2017' Engineer: Page: 3/5 Project: Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua (lb) Vu_ (lb) Vuay (lb) J(Vuax)2+(Vuay)2 (lb) 1 3297.0 1522.0 0.0 1522.0 Sum 3297.0 1522.0 0.0 1522.0 Maximum concrete compression strain (%o): 0.00 Nba (lb) Maximum concrete compression stress (psi): 0 18143 Resultant tension force (lb): 0 AN, (In2) ANao (InZ) CNa (in) Ca.mm (in) Resultant compression force (lb): 0 %�p,Na Nao (lb) 0 0.750Na (lb) 144.57 290.63 8.52 2.75 Eccentricity of resultant tension forces in x-axis, e'NX (inch): 0.00 1.000 18143 0.75 4045 ^N v = 0.550Nhe (Eq. D-1) Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 0 Nba(Ib) ONsusr (lb) Eccentricity of resultant shear forces in x-axis, e'w (inch): 0.00 0.75 18143 7484 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 r 4. Steel Strength of Anchor in Tension (Sec. D.5.1) Nsa (lb) d ^a (lb) 28250 0.80 22600 6. Adhesive Strength of Anchor in Tension (Sec. 5.51 Tk,cr = Tkufshorf-termKsatakseis Tku (psi) fshartierm Ksaf IXN.seis rkcr (psi) 840 1.00 1.00 1.00 840 Nba = Aaru)rdaher(Eq. D-22) Aa rcr (psi) da (in) hef (in) Nba (lb) 1.00 840 0.63 11.000 18143 0.750Na = 0.750 (ANa/ANao) 'Fed,Na Tcp,NaNha (Sec. D.4.1 & Eq. D-18) AN, (In2) ANao (InZ) CNa (in) Ca.mm (in) Ped,Na %�p,Na Nao (lb) 0 0.750Na (lb) 144.57 290.63 8.52 2.75 0.797 1.000 18143 0.75 4045 ^N v = 0.550Nhe (Eq. D-1) 0 Nba(Ib) ONsusr (lb) 0.75 18143 7484 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com t-11►m�.Z•�c■ Anchor DesignerT" Software Version 2.5.6326.8 Company: I Date: 7/26/2017 Engineer: Page: 4/5 Project: Address: Phone: E-mail: 8. Steel Strength of Anchor in Shear (Sec. D.6.111 Vee (Ib) Og..1 0 av, em Og..tay, e4Vsa (Ib) 16950 0.8 0.75 0.68 6916 10. Concrete Pryout Strength of Anchor in Shear (Sec. D.6.3) OV.p = 0 minikcpNe ; k PMbl = 0 minikcp(ANaI ANag)Vl d,NaVlcp,N.Nbe , kcp(ANc/ANco) y'ed,NVIc,Ny'cp,NNbl (Sec. D.4.1 & Eq. D-40) kcp ANe (inn) ANeg (W) Vjed, Na Tcp,N. Nbe (lb) Na (I b) 2.0 144.57 290.63 0.797 1.000 18143 7191 ANc (int) AN.. (inz) Ped,N y'c,N Pcp,N Nb (Ib) Ncb (lb) 0 OVcp (Ib) 195.60 576.00 0.769 1.000 1.000 19233 5021 0.75 7531 11. Results Interaction of Tensile and Shear Forces (Sec. D.71 Tension Factored Load, Nue (lb) Design Strength, oN„ (lb) Ratio Status Steel 3297 22600 0.15 Pass Adhesive 3297 4045 0.82 Pass (Governs) Adhesive (sustained) 3297 7484 0.44 Pass Shear Factored Load, V„e (lb) Design Strength, aV„ (lb) Ratio Status Steel 1522 6916 - 0.22 Pass (Governs) Pryout 1522 7531 0.20 Pass Interaction check N„e/0N„ V„./OV„ Combined Ratio . Permissible Status Sec. D.7.3 0.82 0.22 103.5% 1.2 Pass SET -XP w/ 5/8"0 A193 Gr. B7 with hef = 11.000 inch meets the selected design criteria. ACI 318-11 Section D.3.3.4.3(a) 1 & 2 Calculations for Ductility requirement for tension load Steel Factored Load, N„e (lb) 1.2 x Nominal Strength, N„ (lb) Ratio Steel 3297 33900 9.7% Concrete Nominal Strength, N„ (lb) Nominal Strength, N„ (lb) Ratio Adhesive 3297 7191 45.8% Governs Adhesive (sustained) 3297 9978 33.0% ACI 318-11 Section D.3.3.4.3(a) 1 & 2 is not satisfied since steel ratio does not govern. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Y E.7i►vi�.�•�c■ Anchor Designer TIM l I,, Software Version 2.5.6326.8 Company: Date: 7/26/2017 Engineer: Page: 5/5 Project: Address: Phone: E-mail: 12. Warnings - When cracked concrete is selected, concrete compressive strength used in concrete breakout strength in tension, adhesive strength in tension and concrete pryout strength in shear for SET -XP adhesive anchor is limited to 2,500 psi per ICC -ES ESR -2508 Section 5.3. - This temperature range is currently outside the scope of ACI 318-14/-11 and ACI 355.4, and is provided for historical purposes. - Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for torqued cast -in-place anchor is waived per designer option. - Concrete breakout strength in tension has not been evaluated.against applied tension load(s) per designer option. Refer to ACI 318 Section D.4.2.1 for conditions where calculations of the concrete breakout strength may not be required. - Concrete breakout strength in shear.has not been evaluated against applied shear load(s) per designer option. Refer to ACI 318 Section D.4.2.1 for conditions where calculations of the concrete breakout strength may not be required. Brittle failure governs for tension. Governing anchor failure mode is brittle failure. Attachment shall be designed to satisfy the requirements of ACI 318-11 Section D.3.3.4.3 for structures assigned to Seismic Design Category C, D, E, or F when the component of the strength level earthquake force applied to anchors exceeds 20 percent of the total factored anchor force associated with the same load combination. In case when ACI 318-11 Sections D.3.3.4.3 (a)3 to 6,(b), (c), or (d) is satisfied for tension loading, select appropriate checkbox from Inputs tab to disable this message. Alternatively, 00 factor can be entered to satisfy ACI 318-11 Section D.3.3.4.3(d) to increase the earthquake portion of the loads as required. Per designer input, ductility requirements for shear have been determined to be satisfied — designer to verify. Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com