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AR (14-0269)77153 Calle Mazatlan 14-0269 P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: • 14-00000269 77153 CALLE MAZATLAN 658-2307008- - - ADDITION - RESIDENTIAL LOW DENSITY RESIDENTIAL 30000 Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 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 Professionals Code, and my License is in full force and effect. License yClass: 13 License No.: 807645 Date: 1'Zg'<<{ Contractor: (S(_yCiC 16^ r t 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 7031.5by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of,the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed _ pursuant to the Contractors' State License Law.l. ( 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued ISec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 h INSPECTIONS (760) 777-7153 Date: 4/29/14 Owner: BERGEN$ER 77-153 CALLE MAZATIAN LA QUINTA CA - /! LA QUINTA, CA 92253 Contractor. 9J SCRIVENS CONSTRUCTION INC{ GL CIT17Ft , P.O. BOX 13302 PALM DESERT, CA 92255 (760)837-9918 ,~ " Lic. No.: 807645 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, asprovided for by Section 3700 of the Labor Code, for the performance of the work for which this peimit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor . Code, for the performance`of the work for which this permit is issued. My workers' compensation insurance carrier and policy number. are: Carrier STATE FUND Policy Number 902363513 _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so 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 t n37l000 of the Labor. Cod >hall. orthwith com y with those provisions. Date: ! 27 1 Applicant: WARNING: FAILURE TO SECURE WOR RS' MPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and holdharmless the City of La Quinta, its officers, agents and employees for any act or omission related to the 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 issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. 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 ordinances and state laws relating to buildin' c struction, and hereb authorize representatives of this county to enter upon the above-mentioned prop fo nsp tion purpos Date: 2 ignature (Applicant or Agent): LQPERMIT -- -" - r ApplicationNumber . . . . . 14-00000269 Permit . . ROOM ADDITION 2013 Additional desc . Permit Fee 120.12 Plan Check Fee .00 Issue Date . . . Valuation 0 Expiration Date 10/26/14 Qty Unit Charge. Per Extension 1.00 120.1200 LS MISC-ROOM ADDN, .1ST 100 SF 120.12 Permit .. . . ELECTRICAL 2013 Additional desc . Permit.Fee 23.83 Plan Check Fee .00 Issue Date Valuation . . . . 0 Expiration Date 10/26/14 Qty `Unit Charge Per Extension 1.00 23.8300 LS ELEC FIXTURES, FIRST 20 23.83 Permit . . MECHANICAL 2013 Additional desc . Permit Fee . . . . 11.92 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 10/26/14 Qty Unit Charge Per Extension 1.00 11.9200 ---------------------------------------------------------------------------- EA MECH APPL REP/ALT 11.92 Permit . . REMODEL 2013 Additional desc . , Permit Fee 60.06 Plan Check.Fee .00 Issue Date . . . Valuation . . . 0 Expiration Date 10/26/14 Qty Unit Charge Per Extension 1.'00 60.0600 ----------------------------------------------------------------------------- LS. MISC DR/WIN, REPL, 1-7 60.06 Special Notes and Comments . CHANGE OUT WINDOWS AND COURT YARD SLIDERS & 36 SF. ADDITION April 2, 2014 3:06:59 PM JJOHNSON. ------------------------------------------------------------------ Other Fees . . . . . . . . BLDG STDS ADMIN (SB1473) 2.00 HOURLY PLAN CHECK 140.00 PLAN CHECK, ELECTRICAL 23.83. Application Number . . . . . 14 -00000269 Other Fees _ . . . . . . . --------- PLAN CHECK, ------------------- REMODEL -------- 108'.68 PLAN CHECK, ROOM ADDITION 168.74 PLAN CHECK, MECHANICAL 4.77 STRONG MOTION (SMI) -_RES 3.00 . Fee summary Charged- Paid Credited Due Permit Fee Total 215.93 .00 .00 215.93 Plan Check Total .00 .00 .00 .00 Other Fee Total 451.02 _ .00 00 451.02 Grand Total 666.95 .00 .00 666.95 r. LQPEPMIT Bin # n V City of La Quinta MAR 17 2014 Building &r Safety Division MY OF fI..A QUINT P.O. Box 1504, 78-495 Calle.Tampico 6:OMMUNITY DEVELOP 1 La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: S 3 C,41 f Owner's Name: L . e A. P. Number: ,C .. Z _0 Address: 2 15-3 L.A Legal Description: City, ST, Zip: 3 Contractor:Telephone: :;:a:>;:>;::<;»::»:::: :i>?::::•.: Address: 7c q5t> Project Description: A-3 5" _ -r-. City, ST, Zip: LA- Qj 6 6 e ✓ A- e .r1 A ( e4 I -r Telephone: '71 p 'i 7K <?i :;:s::s:: '«<:;:>::<;";:•::.:::; :<;>:: State Lic. #: !?j 9-0 6•.( 's City Lic. V Arch., Engr., Designer.- esigner:Address: Address: (sem 65' J 7- , City., ST, Zip: Telephone: <>. Construction Type: Occupancy: State S t Lic. #: Project type (circle one): New Add, n Alter Repair Demo Name of Contact Person: , / „ f Sq. Ft.: X # Stories: # Units: Estimated Value of Pro' Telephone # of Contact Person: 7 y APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Rcq'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance • . Title 24 Calcs. Plans picked up S, 3 Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°' Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Decd Plans picked up S.M.I. R.O.A. Approval Plans resubmitted Grading IN ROUSE:- ''J Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees 0 C Total Permit Fees NT Date 4/29/14 No. 32072 Owner Bergenser Address 77-153 Calle Mazatlan City La Quinta Zip 92253 Tract # Type Single Family Residence CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Qu i nta, CA 92253 (760),771-8615. Lot # No. Street Unit 1 77153 Calle Mazatlan Unit 2 Unit 3 Unit 4 Unit s Comments Q BERMUDA DUNES C^ rA 'RANCHO MIRAGE : 0 ?J INDIAN WELLS'. PALM DESERT l A QUINTA" 01 QINDIO y O APN # 658-230-008 Jurisdiction La Quinta Permit # No. of Units 1 S.F. Lot# No. 36- Unit 6 Unit 7 Unit 8 Unit 9 Unit 10 Street S.F. 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 fees imposed pursuant to in the amount of $0.00 X 36 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 this proposed, project may now be issued: Fees Paid By Greg Scrivens Check No. 0.00 Bank Name/Recipient of Certificate Telephone 760-831-7439 Funding Residential. By Dr. Gary Rutherford Superintendent . AFF Fee collected ./exempted by E e Lara Payment Recd ti 0 'h sever/Und r h . Signature f NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you,that the 90 -day approval period in which yourmay protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department. Applicant Copy - Applicant/Receipt Copy -Accounting BUILDING ENERGY ANALYSIS REPORT PROJECT: Bergenser Residence 77-153 Calle Mazatlan La .Quints, CA 92253 Project Designer: Stracts Architects 550 S. Oleander.Street Ppalm Springs, CA 92262 (760) 636-8951 Report Prepared by: Tim Scott • Scott Design and Title 24 Inc,9 77-085 Michigan Drive Palm Desert, Ca 92211 (760) 200-4780 Job Number: Date: C ITYOF LA QUINTA G & SAFETY DEPT, 2/27/2014 APPROVED FORONSTRU The EnergyPro computer program has been used to perform the calculations summarized in thirt. is p ram ha 19pNoval an • is authorized by the California Energy Commission for use with both the Residential and Nonre U'`{Vner Efficiency.Standard f B )i This program developed by EnergySoft, LLC—www.e ergysef6co EnergyPro5lbyEnergySoft User Number: 6712 RunCode: 2014-02-27707:40:12 ID: A TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form'CF-1 R Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary ,8 HVAC System Heating and Cooling Loads Summary 11 Room Load Summary 12 Room Heating Peak Loads 13 Room Cooling Peak Loads 15 1 Of +DI a 7A p . r, ° S FOR Rtjcrov EnergyPro 5.1 by EnergySoft Job Number: ID: User um6ery6 0 1] I U PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Bergenser Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 2/27/2014 Project Address 77-153 Calle Mazatlan La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 1,549 Addition 36 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes IZI No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity f Features see Part 2 of 5 Status Roof Wood Framed Attic R-19 1,513 Existing Wall Wood Framed R-11 1,201 Existing Slab Unheated Slab -on -Grade None 1,513 Perim = 166' Existing Roof Wood Framed Attic R-30 36 New Wall Wood Framed R-13 120 New Slab Unheated Slab -on -Grade None 36 Perim = 22' New FENESTRATION U- Orientation Area(ft) Factor Exterior SHGC Overhang Sidefins Shades Status Right (N) 15.0 1.190 0.68 none none Bug Screen Removed Front (E) 40.0 1.190 0.68 none none Bug Screen Removed Front (SE) 10.0 1.190 0.68 none none Bug Screen Removed Left (S) 20.0 1.190 0.68 none none Bug Screen Removed Left (S) 8.0 0.520 0.39 none none Bug Screen New Rear (Ko 64.0 1.190 0.68 none none Bug Screen Existing Rear (lAq 160.0 1.190 0.68 none none Bug Screen Removed Front (E) 80.0 0.520 0.39 none none Bug Screen New Rear (1/10 210.0 0.520 0.39 none none Bug Screen New ' HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Packaged Air Condition. 12.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC -1 Ducted Ducted Attic, Ceiling Ins, vented 4.2 Existing WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2014-02-27T07:40:12 ID: Page 3 of 16 r, U C • PERFORMANCE CERTIFICATE: Residential. Part 2 of 5 CF -1 R Project Name Bergenser Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 2/27/2014 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. I fel EI! BIINrU✓. F LA.- r QUINTA ..,..yc t Y Utf- I. APPRnwgin FOR CONi'T.RIlCTION DATE. Ene Pro 5.1 b Ene Soft User Number: 6712 RunCode: 2014-02-27707:40:12 L---0 a -of 16 • • • PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Bergenser Residence I ❑ Multi Family 10 Existing+ Addition/Alteration 1212712014 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kgtu/ft2- r Space Heating 13.66 10.76 2.90 Space Cooling 157.79 145.96 11.82 Fans 34.92 31.78 3.13 Domestic Hot Water 14.55 14.55 0.00 Pumps 0.00 0.00 0.00 Totals 220.91 203.05 17.86 Percent Better Than Standard: 8.1% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (E) 90 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (E) 471 80 Fuel Available at Site: Natural Gas (S) 426 8 Raised Floor Area: 0 390 274 Slab on Grade Area: 1,549 (N) 396 0 Average Ceiling Height: 10.3 Roof 1,549 0 Fenestration Average U -Factor: 0.64 TOTAL: 362 Average SHGC: 0.44 Fenestration/CFA Ratio: 23.4% REMARKS The Hideaway STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Scott Design and Title 24, Inc, 2/172014 Address 77-085 Michigan Drive Name Tim Scott City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone (760) 200-4780 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope-sealiag_requixe installer testing and certification and field verification by an approved HERS rate r:^s y Y ®F LA Q U I N -A Designer or Owner (per Business & Professions Code) BUILDING & SAFETY DEPT. Company Stracts Architects APPROVED Address 550 S. Oleander Street Name Anton Marinkovich FOR CONSTRUCTION City/State/Zip Ppa/m Springs, CA 92262 Phone (760) 636-8951 Signed License # D to DATE EnemyPro 5.1 by EnemySoft User Number: 6712 Run Code: 2014-02-27707:40:12 /D: Pa e.5 of 16 • CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Bergenser Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 1212712014 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 1,513 0.049 R-19 0 20 Existing 4.2.1-A4 Existing Res. Wall 396 0.110 R-11 0 90 Existing 4.3.1-A2 Existing Res. Wall 25 0.110 R-11 0 90 Removec 4.3.1-A2 Existing Res. Wall 351 0.110 R-11 90 90.Existing 4.3.1-A2 Existing Res. Wall 50 0.110 R-11 90 90 Removec 4.3.1-A2 Existing Res. Wall 26 0.110 R-11 135 90 Removec 4.3.1-A2 Existing Res. Wall 388 0.110 R-11 180 90 Existing 4.3.1-A2 Existing Res. Wall 66 0.110 R-11 270 90 Existing 4.3.1-A2 Existing Res. Wall 100 0.110 R-11 270 90 Removec 4.3.1-A2 Existinq Res. Slab 1,513 0.730 None 0 180 Existing 4.4.7-A1 Existing Res. Roof 36 0.031 R-30 0 0 New 4.2.1-A20 Existing Res. Wall 40 0.102 R-13 90 90 New 4.3.1-A3 Existing Res. Wall 30 0.102 R-13 180 90 New 4.3.1-A3 Existing Res. Wall 50 0.102 R-13 270 90 New 4.3.1-A3 Existing Res. Slab 36 0.730 None 0 180 New 4.4.7-A1 Exi . sting Res. FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 1 Window 15.0 1.190 1 Default 0.68 1 Default 0 Removed Single Metal Tinted Existing Res. 2 Window Default 0.68 Default 40.0V0.520 90 Removed Single Metal Tinted Existing Res. 3 Window 10.0 Default 0.68 Default 135 Removed Single Metal Tinted ExistingRes. 4 Window 20.0 Default 0.68 Default 180 Removed Single Metal Tinted Existing Res. 5 Window 8.0 NFRC 0.39 NFRC 180 New Double Tinted Existing Res. 6 Window 64.0 Default 0.68 Default 270 Existing Single Metal Tinted Existing Res. 7 Window 64.0 Default 0.68 Default 270 Removed Single Metal Tinted Existing Res. 8 Window 96.0 1.190 1 Default 0.68 Default 270 Removed Single Metal Tinted Existing Res. 9 Window 80.0 0.520 NFRC 0.39 NFRC 90 New Double Tinted Existing Res. 10 Window 210.0 0.520 NFRC 0.39 NFRC 270 New Double Tinted Existing Res. (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Window Exterior Shade Type SHGC H t Wd Ove hang Left Fin Right Fin Len H t LExt RExt Dist Len H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Buiq Screen 0.76 1 C ,- 1 Kwik DAl's °amu i EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2014-02-27T07:40:12 /37--- Pa g,e 6 of 16 • • CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Bergenser Residence Building Type ❑ Single Family ❑ Addition Alone ❑ Multi Family IZ Existing+ Addition/Alteration I Date 1212712014 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existing Altered Removed Volume Year Built HVAC -1 Existing Res 1,513 15,584 1980 Addition 36 371 Totals 36 1,513 0 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC -1 1 Central Furnace 80% AFUE Packaged Air Conditione 12.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Duct Ducts Cooling Duct Location R -Value Tested? Status HVAC -1 Ducted Ducted Attic, Ceiling Ins, vented 4.2 ❑ Existing WATER HEATING SYSTEMS S stem Name —Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status A. 0. Smith 75 Gal. 1 Small Gas Kitchen Pipe Ins 65 75 0.72 n/a n/a Existing MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft 0 0 m Q.-_ S st&FMN-aYmey— --/— -g.L-en Pipe th__ Pipe Insul. Diameter Thick. Qty. HP Plenum Outside Buried ❑ `-d 9 M Y R i A-- , ,/A 1 A a new yy@ 01 wulry Ly ❑ 4 a .. „may cx 0"'WL I Y D I t EnergyPro 5.1 by EnergySoft User Number. 6712 Run Code: 2014-02-27T07.40:121 , —10: Pa e 7 f 16 - jF i F ATORY MEASURES SUMMARY:• Residential Pae 1 of 3 - MF -1 R e Date - r Residence 1212712014 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (') below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1R Form withplans: Building Envelope Measures: 116 (a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air -leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(1) when the installation of a Cool Roof is specified on the CF -1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent Ll -factor. ' 150(b): Loose fill insulation shall conform with manufacturer's installed desi n labeled R -Value. ' *§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent U -factor. ' *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent 0 -factor: 150(f): Air retarding wrap is tested labeled and installed according to ASTM E1677-95 2000 when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material -alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. ' (Fireplaces,Decorative Gas A liances and Gas Lo Measures: e 1 A: Mason or facto -built fire laces have a closable metal or lass door coverin the entire o enin of the firebox. (e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is ed with a with a readil accessible o erable and ti ht-fittin dam er and or a combustion -air control device. (e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the de of the buildin are rohibited. ce Conditionin , Water Heatin and Plumbin S stem Measures: -§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy ommission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve backflow prevention, pump isolation valve and recirculation looI5 connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heatinand/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. §1500): Heating systems are equipped with thermostats that meet the setback requirements of Section 112 c §150(j)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or.greater. + §150(j)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water . tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-13. §150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of. Standards Table 123-A. 1 50 A: Insulation is protected from damage, including that due to sunlight, moisture•..eq ui®ment mainte,r%ance+Cand,wind, ' 3 §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vpanirtEo rely i conditioned space. CDEPT 150(j)4: Solar water -heating systems and/or collectors are certified by the Solar R, ating and Certificationfr oration. FvR.CONSTRUCTION EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 201402-27T07:40 1;2TE /D: o Pabe 8 of 16 n 4 4 r L MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date ergenser Residence 2/27/2014 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(0): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150 Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Liqhting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ftz or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no rroretithan 20 watts Of`power=per=linear fop of illuminated cabinet. i o /Y i - ,Q, hil ff - . BUILDING 'YY ' Y /"' NG & SAFETY DEPT. APPROVED FOR CONSTRUCTION EnergyPro 5.1 by EnergySoR User Number: 6712 Run Code: 2014-02-27T07"40:12 /D: qage 9 of 16 L_ 4 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date ergenser Residence 2/27/2014 §150(k)l0: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant ON certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaireslocated in rooms or areas other than in kitchens, bathrooms, garages; laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire.is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)l4: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)l5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130 131 134 and 146. §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. t I7ED iTA BUIL DING & SAFEPT. At PRO .. FOR CONSTRUCTION DATE PV EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2014-02-27707:40:1.2--._." ----page 10 of 16 4 4 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name ergenser Residence Date 2/27/2014 System Name HVAC -1 Floor Area 1,549 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. CFM Sensible Latent CFM Total Room Loads 1,894 33,375 1,705 651 Return Vented Lighting 0 Return Air Ducts 2,830 Return Fan 0 Ventilation o 0 0 0 Supply Fan 1,675 Supply Air Ducts 2,830 TOTAL SYSTEM LOAD 1 40,710 1,705 PEAK Heating System Sensible Output perSystem 75,000 29,778 Total Output Btuh 75,000 Output Btuh/s ft 48.4 2,116 Cooling System 0 Output per System 47,500 0 Total Output Btuh 47,500 -1,675 Total Output Tons 4.0 2,116 Total Output Btuh/s ft 30.7 Total Output s ft/Ton 391.31 32,334 Air System CFM perSystem 1,600 HVAC EQUIPMENT SELECTION Airflow cfm 1,600 Existing 4 t HVAC.. 37,855 3,918 75,000 Airflow cfm/s ft 1.03 Airflow cfm/Ton 404.2 75,000 Jan 1 AM Outside Air % 0.0 % Total Adjusted System Output . 37,855 3,918 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heatin Peak 26 OF Outside Air 0 cfm 69 OF 69 OF 113 OF 114 OF Heating Coil Supply Fan 112 OF 1,600 cfm ROOM }` 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air 0 cfm ' 80/64°F 80/64°F 57/56°F 58/56°F 0' -- c u F LA Q U i NM Cooling Coil Supply Fan BUILDING & SAFETY 136057f°F 1,600 cfm FOR CON 78/64°F DATE BY EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2014-02-27707:40:12 /D: Page 11 of 16 • • • ROOM LOAD SUMMARY Project Name Date Bergenser Residence 2/27/2014 System Name Floor Area HVAC -1 1,549 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK I COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible I Latent I CFM I Sensible Existing Res. Existing Res 1 988 18,924 1,669 988 18,9241 1,6691 489 22,116 Addition 1 906 14,451 36 906 14,4511 361 1621 7,662 Total includes ventilation load for PAGE TOTAL TOTAL• BVILDI!I 1G & SfJ,FETY ADEPT. fi 1"11tr1 18 e,—,a ar—rN. G1,8 9 o y 1 7.n33;375 , n 1r70 651 29,778 1,8941 v33, 375 1, 705 651 29, 778 ROOM HEATING PEAK LOADS Project Name Bergenser Residence ROOM INFORMATION Room Name Floor Area Indoor Dry Bulb Temperature Conduction Default Roof Prior to 1978 R-11 Wall Double Tinted Single Meta/ Tinted Slab -On -Grade DESIGN CONDITIONS Existing Res Time of Peak 1,513.0 ft2 Outdoor Dry Bulb Temperature 70 OF Area U -Value AT °F 1,513.0 1,201.0 8.0 64.0 perim = 166.0 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 0.0490 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 44 0.1100 44 0.5200 44 1.1900 44 0.7300 44 :e 2/27/2014 Jan 1 AM 26 OF Btu/hr 3,262 c 5,813 183 3,351 5,332 Items shown with an asterisk (') denote conduction through an interior surface to another room-- Pa ecLTotal L 17,941 I CITY OP w_ UI!et Infiltration:['X 1.064 X 1,513 X 10.30 X 60.3 13j ° 6 91X' C A 4•- r- r a 75 Schedule Air Sensible Area Ceiling Height ACH OT I Fraction AP%r%VED FOR ,\ , ► I TOTAL HOURLY HEAT LOSS FOR ROOM ' 22 11 DATE BY EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2014-02-27T07:40:12 `-- ID Paae 13 of 18 • ROOM HEATING PEAK LOADS Project Name7212712014 Bergenser Residence ate ROOM INFORMATION DESIGN CONDITIONS Room Name Addition Floor Area 36.0 ft2 Indoor Dry Bulb Temperature 68 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to Ceiling U -Value X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X -® AT 'F = = = = = = = = = = = = = = = = = = = = = = = = = = = Btu/hr R-30 Roof Attic 36.0 0.0310 42 47 R-13 Wall 120.0 0.1020 42 514 Double Tinted 290.0 0.5200 42 6,334 Slab -On -Grade perim = 22.0 0.7300 42 675 Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.064 Schedule Air Sensible Fraction through an interior surface X 36 X Area another room 10.30 X 9 0.C37I/6011Dx Height ACHJI Page Total D.T. SAFETY 7,569 IT 3 DEPT. TOTAL HOURLY HEAT LOSS FOR ROOM F 7 -1 r^nnt T t ire , 7 6 2 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2014-02-27707:40:12 1 DA1D- _ RV Page 14 n 16 • C J 0 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Bergenser Residence 7 2/27/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Existing Res Outdoor Dry Bulb Temperature 112 °F Floor Area 1,513.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Tem erature 78 OF I Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr Default Roof Prior to 1978 (N) 1,513.0 X 0.0490 X 56.0 = 4,152 R-11 Wall (N) 396.0 X 0.1100 X 23.0 = 1,002 R-11 Wall (E) 351.0 X 0.1100 X 33.0 = 1,274 R-11 Wall (S) 388.0 X . 0.1100 X 26.0 = 1,110 R-11 Wall (W) 66.0 X 0.1100 X 33.0 = 240 X X = X X = X X = X X = Page Total 7,777 Items shown with an asterisk (`) denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window -New (S) 0.0 X 24.9 + 8.0 X 25.0 = 200 Window -Exist. (Vl/) 0.0 X 49.0 + 64.0 X 89.4 = 5,722 X + X = X + X - X + X - X + X - X + X - X + X = X +1 X = Page Total 5,922 Internal Gain Btu/hr- tu/hrOccu Occupants ants 3.0 Occupants X 1 230 Btuh/occ. 690 Equipment 1.0 Dwelling Unit X _ 1,600 Btu - 1,600 Infiltration: 1.064 X 0.87 X 93.69 X 34 = 2,935 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 18,924 Latent Gain Btu/hr Occupants 3.0 Occupants X ,r2g0; zBtuh/oce. 600 r it UP LA QURIN Infiltration: 4,771 X 0.87 X 93.69 X 0.00276 E ILDIG &, S 4FElY D .P7-, 1,069 Air Sensible CFM ELA AW APPROVED FOR r)mcz-rpi TOTAL HOURLY LATENT HEAT GAIN FOR ROOM j 669 EnergyPro 5.1 by EnerqvSoft User Number: 6712 RunCode: 201402-27T07:40:12"" BY Pae 14 of 16 f r, C: RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Bergenser Residence 7 2/27/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Addition Outdoor Dry Bulb Temperature 112 OF Floor Area 36.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 75 OF I Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr R-30 Roof Attic (N) 36.01 X 0.0310 X 56.0 = 62 R-13 Wall (E) 40.0 X 0.1020 X 33.0 = 135 R-13 Wall (S) 30.0 X 0.1020 X 26.0 = 80 R-13 Wall (W) 50.0 X 0.1020 X 33.0 = 168 X X = X X = X X = X X = X X = Page Total 445 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window -New (E) 0.0 X 24.9 + 80.0 X 48.0 = 3,842 Window -New (W) 0.0 X 24.9 + 210.0 X 48.0 = 10,086 X + X - X + X - X + X - X + X - X + X - X + X = X + X = Page Total 13,928 Internal Gain Btu/hr- tu/hrOccu Occupants ants 0.0 Occupants X 230 Btuh/occ. = 0 Equipment 0.0 Dwelling Unit X 1,600 Btu = 0 Infiltration: 1.064 X. 0.89 X 2.23 X 37 = 78 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 14,451 Latent Gain Muth r Occu ants 0.0 Occupants X 00 Btuhloc LA "g INTA 0 In I DING & SAFETY D PT. Infiltration: 4,771 X 0.89 X 2.23 X 0.00376 = APROV E 36 Air Sensible CFM ELA ow FOR CONSTRUCTION TOTAL HOURLY LATENT.HEAT GAIN FOR ROOM 36 L)AfE BY EnergyPro 5.1 by EnemySoft User Number: 6712 RunCode: 2014-02-27T07:40:12 ID. 16 Bin # ` ' ` City of La Quinta Building 8z Safety Division P.O. Box 1504, 78-495 Calle Tampico ,, V La Quinta, CA 92253 - (760) 777-7012 ( Building Permit Application and Tracking Sheet Permit # It ` 7` 1 Project Address: /S Owner's Name: A. P. Number: Address: 1S3 / I e rF zZ 47 Legal Description: City, ST; Zip: CA 9ZZ Contractor: C (— t 11 ( (/ telephone: P ..,>.:..; :..: ::;.; •;:•;:<::r.:. Address: Project.Descripti tel! t Sf City, ST, Zip: ' Telephone: :'>::>: State Lic. # : City Lie. Arch., Engr., Designer: ti T ilfef r' 1 ' Address: d City., ST, Zip: :71n Telephone: P :;::.z::r :zf; ::r:>:,:.:;:;:i:r <:<:::i;:i.:::;.:::>:: ::o:z;;i>:.>::::;<:.<.::; ><:; r::>::i>:<:>:: Construction Type: Occu State Lic. #: :`i4if`::w..v,.>:,lfi r!i4i::}ii: i: iti::::ii:L • >:? : .<;:.:.::: '>zz : << ....................... Project type (circle one): New n er Repair Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone #,of Contact Person: Sy / % stimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES. Plan Sets y Plan Check submitted I Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called ContactTerson Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for correctio s/issue 3 Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN ROUSE:- '"' Review, ready for correctionstiissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Pcrmit Fees 5-1-zol N - 0 -) T= B.G. STRUCTURAL ENGINEERING BRIAN GOTTLIEB - CIVIL ENGINEER = Lic. No. C33047 75-175 Merle Drive, Suite 200 Palm Desert, CA 92211 (760) 568-3553 (760) 568-.5681 Fax 7 Ber enser Residence Remodel CITY OF LA QUINTA 'BUILDING & SAFETY DEPT. Stracts Inc. APPROVED. 550 S. Oleander FOR CONSTR11CTION Palm Springs, CA 92264 DATE Job Number: 908.08 May 8, 2014 Owner Revisions QRpFESS/p GOT F2c *_ Exp. 6-30-14 CIVI sT Fnr!nAIIFOQ` \P VALID ONLY IF SIGNED. IN RED o FFKV /COP B.G. Structural Engineering, Inc. Project Title: Engineer: Bergenser Residence Remodel BG Project ID: 908.08 75-15 Merle Drive, Suite 200 Project Descr: 2,224.35psi Fv : Allowable = 265.00 psi Palm Desert, CA. 92211 Load Combination +D+Lr+H 13.439ft Location of maximum on span = 24,152 ft 1-760-568-3553 Voice Span # where maximum occurs = Span # 1 0.379 in Ratio= 815 1-760-586-5681 Fax 0 <360 ' Printed: 24 APR 2014. 8:51AI:d 0.000 in Ratio = 0 <180 DEPT 0.93 -DA -\S File=s:ln -I-11ST IDE Woo dB m 1.00 ENERCALC,INC.1983File= Build: =: r 26.79 922.45 2224.35 Description : Beam B1 (Revised 4114) con. 52.88 265.00 +D.,L+H CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 1.00 1.00 1.00 Load Combination Set: 20121BC&ASCE7-10 0.97 Material Properties 0.00 0.00 0.00 Analysis Method: Allowable Stress Design Fb - Tension 2,400.0 psi E: Modulus of Elasticity Load Combination 20121 BC&ASCE7-10 Fb -Compr Fc - PHI 2,400.0 psi 1,650.0 psi Ebend-xx 1,800.Oksi Eminbend - xx 930.0 ksi Wood Species : DF/DF Fc - Perp Fv 650.0 psi 265.0 psi Ebend- yy 1,600,.Oksi Eminbend - yy 830.Oksi Wood Grade :24F - V8 Ft 1,100.0 psi Density 32.210 pcf Beam Bracing : Completely Unbraced +D+Lr+H -_ - i i D 0.328 Lr 0.26 i i i D 0.208 Lr 0.16 1.00 1.00 i 5.5x19.5 I j Span = 25.750 ft I' Applied Loads Service loads entered. -Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.2080, Lr = 0.160 k/ft, Extent = 0.0 ->> 9.0 ft, Tributary Width =1.0 ft, (Roof) Uniform Load : D = 0.3280, Lr = 0.260 k/ft, Extent = 9.0 =» 25.750 ft, Tributary Width =1.0 ft, (Roofl ___. .. ........... MM! ®s. N, Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB: Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.7113 1 Maximum Shear Stress Ratio = 0.346 :1 5.5x19.5 Section used for this span 5.5x19.5 1;596.26psi fv : Actual = 91.69 psi 2,224.35psi Fv : Allowable = 265.00 psi +D+Lr+H Load Combination +D+Lr+H 13.439ft Location of maximum on span = 24,152 ft Span # 1 Span # where maximum occurs = Span # 1 0.379 in Ratio= 815 0.000 in Ratio= 0 <360 0.899 in Ratio= 343 CITY OF LA QUI RATA 0.000 in Ratio = 0 <180 DEPT Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Seqment Length Span # M V C d C FN C i Cr C m C t C L RUILUING & SAFETY FOR CONSTRUCTION Moment Values Shear Value A __ fb F'b V tv I F'v D Only _ 0.00 0.00 0.00_10.00 Length = 25.750 ft 1 0.415 0.200 1.00 0.93 1.00 1.00 1.00 1.00 0.97 26.79 922.45 2224.35 3.78 52.88 265.00 +D.,L+H 0.93 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 25.750 ft 1 0.415 0.200 1.00 0.93 1.00 1.00 1.00 1.00 0.97 26.79 922.45 2224.35 3.78 52.88 265.00 +D+Lr+H 0.93 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 25.750 ft 1 0.718 01.346 1.00 0.93 1.00 1.00 1.00 1.00 0.97 46.37 1,596.26 2224.35 6.56 91.69 265.00 +D+S+H 0.93 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 25.750 ft 1 0.415 0.200 1.00 0.93 1.00 1.00 1.00 1.00 0.97 26.79 922.45 2224.35 3.78 52.88 265.00 +D+0.750Lr+0.750L+H 0.93 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION I DATE BY 1 B.G. Structural Engineering, Inc. Project Title: Bergenser Residence Remodel'' Engineer: BG Project ID: 908.08 75-175 Merle Drive, Suite 200 Project ect Descr. Palm Desert, CA. 92211 ' 1-760-568-3553 Voice 1-760-586-5681 Fax 'File Pdnled: 24 APR 2014. 8:51AM =sAEC6-DA-11STE81D-1.EC6 Wo od BeamENERCALC, INC. 1983.2014, Build:6.14.1.31,Ver:6.14.1.31 UnE JU7.MM1,1 ,j Description : Beam B1 (Revised 4114) Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C FN C i Cr. C m C t CL M fb F'b V . tv F'v Length = 25.750 ft 1 0.642 0.309 1.00 0.93 1.00 1.00 1.00 1.00 0.97 41.47. 1,427.81 2224.35 5.86 81.98 265.00 +D4750L+0.750S+H 0.93 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 25.750 it 1 0.415 0.200 1.00 0.93 1.00 .1.00 1.00 1.00 0.97 26.79 -922.45 2224.35 3.78 52.88 265.00 +D+0.60W+H 0.93 1.00 1.00. 1.00 1.00 0.97, 0.00 0.00 0.00 0.00 Length = 25.750 ft 1 0.415 0.200 1.00 0.93 1.00 1.00 1.00 1.00 0.97 26.79 922.45 2224.35 3.78 52.88 265.00 +D+070E+H 0.93 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 25.750 ft 1 0.415 0.200 1.00 0.93 1.00 1.00 1.00 1.00 0.97 26.79 922.45 2224.35 3.78 52.88 265.00 +D+0.750Lr+0.750L+0.450W+H 0.93 1.00 1.00 1.00 1.00 0.97 0.00. 0.00 0.00 0.00 Length = 25.750 it 1 . 0.642 0.309 1.00 0.93 1.00 1.00 1.00. 1.00 0.97 41.47 1,427.81 2224.35 .5.86 81.98 265.00 " +D+0.750L+0.750S+0.450W+H - 0.93 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 25.750 it 1 0.415 0.200 1.00 0.93 1.00 1.00 1.00 1.00 0.97 26.79 922.45 , 2224.35 3.78 52.88 265.00 +D+0.750Lr+0.750L4- .5250E+H 0.93 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 25.750 ft 1 0.642 0.309 1.00 0.93, 1.00 1.00 1.00 1.00 0.97 41.47 1,427.81 2224.35 5.86 81.98 265.00 +D+0.750L+0.750S+0.5250E+H 0.93 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 25.750 it 1 0.415 0.200 1.00 0.93 1.00 1.00 1.00 1.00 :0.97 26.79 922.45 2224.35 3.78 52.88 265.00 +0.60D+0.60W+H 0.93 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 25.750 ft 1 0.249 0.120 1.00 0.93 1.00 1.00 1.00 1.00 0.97 16,08- 553.47 2224.35 2.27 31.73 265.00 +0.60D+0.70E+H 0.93 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 25.750 ft 1 . 0.249 0.120 1.00 0.93 1.00 1.00 1.00 1.00 0.97 16.08 553.47 2224.35 2.27 31.73 265.00 Overall Maximum Deflections • Unfactored Loads Load Combination Span Max. "-" Dell Location in Span Load Combination Max. °+° Dell Location in Span D+Lr 1 0.8991' 13.063 0.0000 0.000 Reactions - Unfactored Support notation : Far left is #1 Values in KIPS _Vertical Load Combination Support 1 Support 2 Overall MAXimum 6.245 7.533 D Only 3.641 4.343 Lr Only 2.605 3.190 D+Lr 6.245 7.533 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION I DATE BY 1 B.G. Structural Engineering, Inc. Project Title: Bergenser Residence Remodel 75-175 Merle Drive, Suite 200 Engineer: BG Project ID: 908.08 Palm Desert, CA. 92211 Project Descr: 1-760-568-3553 Voice 1-760-586-5681 Fax Steel Column Description : Column C2 (Revised 4114) Code References Printed: 24 APR 2014. 8:53AIA File = s:1EC6-DA-1\STE81 D-1.EC6 INC. 1983-2014, Build:6.14.1.31, Ver.6.14.1.31 Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: 20091BC&ASCE7-05 PASS General Information 0 000 PASS 000 ft doY ®PASSA Ct) 00'ft Steel Section Name: HSS4x4x3/16 Overall Column Height 10.0. ft Analysis Method : Allowable Strength Top & Bottom Fixity Top & Bottom Pinned, Steel Stress Grade Brace condition for deflection (buckling) along columns Fy : Steel Yield 46.0 ksi X -X (width) axis : E : Elastic Bending Modulus 19,000.0 ksi Unbraced Length for X -X Axis buckling =10 ft, K.= 1.0 Load Combination'. 20091BC&ASCE7-05 Y -Y (depth) axis : Un raced Length for Y -Y Axis buckling =10 ft, K =1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 94.030 lbs' Dead Load Factor +D+0.750Lr+0.750L+H AXIAL LOADS ... PASS Axial Load at 10.0 ft, D = 3.640, LR = 2.605 k 0.000,P V G.O:.OA DESIGN SUMMARY 0.097 Bending & Shear Check Results 0.00 ft PASS Max. Axial+Bending Stress Ratio- = 0.1651 : 1 Maximum SERVICE Load Reactions.. Load Combination +D+Lr+H Top along X -X 0.0 k Location of max.above base 0.0 ft Bottom along X -X 0.0 k At maximum location values are ... Top along Y -Y 0'.0 k Pa : Axial 6.339 k Bottom along Y -Y 0.0 k Pn /Omega: Allowable 38.406 k Maximum SERVICE Load Deflections Ma -x: Applied ... 0.0 k -fl, Mn -x I Omega: Allowable 8.424 k -ft Along Y -Y 0.0 in at 0.0ft above base +D+0.750L+0.750S+0.750W+H load combination Ma -y :Applied - 0.0 k ft ,for Mn -y I Omega: Allowable 8.424 k -ft Along X -X 0.0 in at 0.0ft above base 0.148 for load combination : - PASS Maximum Shear Stress Ratio = 0.0 :1 Load Combination Location of max.above base 0.0 ft At maximum location values are Va : Applied 0.0 k Vn I Omega: Allowable 0.0 k Load Combination Results Maximum Axial + Bending Stress Ratios Maximum Shear Ratios I oad Combination Stress Ratio Status Location Stress Ratio . Status Location D Only 0.097 PASS 0.00 ft 0 000 PASS 000 ft doY ®PASSA Ct) 00'ft +D+L+H 0.097 PASS 0.00 ft +D+Lr+H 0.165 PASS 0.00 ft giotoo JINCPassAEEq-qO DEPT. +p+S+H 0.097 PASS 0.00 ft 0.000 PASS yO 00 ft FPAS_S.,J +D+0.750Lr+0.750L+H 0:148 PASS 0.00 ft 0.000,P V G.O:.OA +D+0.750L+0.750S+H 0.097 PASS 0.00 ft 0.02R CVAP§TRU0_'0;QN +D+W+H 0.097 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.70E+H 0.097 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750Lr+0.750L+0.750W+H 0.148 PASS 0.00 ft DA10900 PAS BY -0_0.0_t +D+0.750L+0.750S+0.750W+H 0.097 PASS 0.00 ft0.000 P_A_ &S___0=_fi +D+0.750Lr+0.750L+0.5250E+H 0.148 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.750S+0.5250E+H 0.097 PASS 0.00 ft 0.000 PASS 0.00 ft +0.60D+W+H 0.058 PASS 0.00 ft 0.000 PASS 0.00 ft +0.60D+0.70E+H 0.058 PASS 0.00 ft 0.000 PASS 0.00 ft B.G. Structural Engineering, Inc. i Project Title: Bergenser Residence Remodel 75-175 Merle Drive,.Suite 200 Engineer BG Project ID: 908.08 Palm Desert, CA. 92211 Protect Descr: 1-760-568-3553 Voice - 1-760-586-5681 Fax ` Printed: 24 APR 2014. 8:53AI0 - File= s:1EC6-DA-11STE81 D-1.EC6 Steel Column ENERCALC, INC. 1983-2014, Build:6.14.1.31,Ver:6.14.1.31 s _ 1 r 1 Description 'Column C2 (Revised 4114) Maximum Reactions - Unfactored Note: Only non -zero reactions are listed. X -X Axis Reaction Y -Y Axis Reaction Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base D Only k k 3.730 Lr Only k k 2.605 k D+Lr k k 6.339 k Maximum Deflections for Load Combinations • Unfactored Loads Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 It D+Lr 0.0000 - in 0.000 ft 0.000 in 0.000 ft Steel Section Properties : HSS4x4x3116 Depth = 4.000 in I xx = 6.21 in14 J 10.000 in14 S xx = 3.10 in A3 Width = 4.000 in R xx = 1.550 in Wall Thick _ 0.187 in Zx = 3.670 in^3 ' Area = 2.580 in12 I yy = 6.210 in^4 C = 5.070 in^3 Weight = 9.403 plf S yy = 3.100 in^3 R yy = 1.550 in Ycg = 0.000 in i - e.24v " I r; 0 Load 1 X • 0 FRIY ®F R , C 19l 1TA Dl lO v `.FETY DEPT. i 4.00in Loads are to al entere value. Arrows do not rem absolute direction. g- --- P- V .._..—---._.._....._... FOR CONSTRUCTION DATE BY B.G. Structural Engineering, Inc. D Lr Project Title: Bergenser Residence Remodel S 75-175 Merle Drive, Suite 200 E H Engineer: BG Project ID: 908.08 Palm Desert, CA. 92211 0.0 0.0 Project Descr: 0.0 1-760-568-3553 Voice OB : Overburden = 0.0 0.0 0.0 1-760-586-5681 Fax 0.0 0.0 0.0 ksf _ M=xx = 0.0 0.0 0.0 0.0 Printed: 24 APR 2014. 8:58AFd 0.0 General Footing M-zz = 0.0 File = sAEC6-0A-11STE81 D-1.EC6 ENERCALC, INC. 1983-2014, Buildi6.14.1.31,Ver:6.14.1.31 ' r_s _- 0.0 - _ 0.0 0.0 0.0 k -ft Description : Foundation F1 (Revised 4114)' = 0.0 0.0 0.0 0.0 Code References 0.0 0.0 k V -z = 0.0 _ Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 0.0 0.0 Load Combinations Used: 20121BC&ASCE7-10 0.0 k General Information IVlaterial Properties Soil Design Values f :Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing . = 1.50 ksf . fy : Rebar Yield = 60.0-ksi Increase Bearing By Footing Weight = No Ec : Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance (for Sliding) _ .250.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 cp Values Flexure = 0.90. Shear - 0.750 Increases based on footing Depth ,Analysis Settings Footing base depth below soil surface = 1.50 ft Min Steel % Bending Reinf. = Allowable pressure increase per foot of deptl= . 0.0 ksf Min Allow %o Temp Reinf. = 0.00180 when fooling base is below, _ '0.0 ft Min. Overturning Safety Factor = 1.50 :1 Min. Sliding Safety Factor = 1.50 :1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of dept = 0.0 ksf Use ftg wt for stability, moments & shears Yes when maximum length or width is greater4 0.0 It Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom &'shear- No Dimensions Width parallel to X-X Axis = 2.0 ft Length parallel to Z-Z Axis = 7.0 It Footing Thicknes = 18.0 in Load location offset from footing center... ex : Prll to X-X Axis = 6 in Y X Pedestal dimensions... px : parallel to X-X Axis = 0.0 in pz : parallel to Z-Z Axis 0.0 in = Height 0.0 in m Rebar Centerline to Edge of Concrete.. at Bottom of footing = 3.0 in v Reinforcing Bars parallel to X -X Axis Number of Bars = 9 Reinforcing Bar Size _ # 5. Bars parallel to Z -Z Axis Number of Bars = 3 Reinforcing Bar Sizc = # 5 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separatiomg X -X Axis. # Bars required within zone 44.4% # Bars required on each side of zone 55.6% ADDlied Loads ITY.®F iA QUINTA 11LDI(t G A QA rc-ry nr--r"r- IIIWI IIWII IWWI - DATE BY D Lr L S W E H P: Column Load = 3.644 2.605 0.0 0.0 0.0 0.0 0.0 k OB : Overburden = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ksf _ M=xx = 0.0 0.0 0.0 0.0 0.0. 0.0 0.0 k -ft M-zz = 0.0 0.0 0.0 _- 0.0 - _ 0.0 0.0 0.0 k -ft V -x = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k V -z = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k B.G' Structural Engineering, Inc. Project Title: Bergenser Residence Remodel Engineer: BG Project ID: 908,08 75-17-5- Merle Drive, Suite 200 Protect Descr: Palm Desert, CA. 92211 1-760-568-3553 Voice 1-760-586-5681 Fax Printed: 24 APR 2014. 8:58Ah4 File = s:1EC6-DA-11STE81 D-1.EC6 GQnQra FOOtl11g ENERCALC, INC. 1983-2014, Build:6.14.1.31,Ver:6.14.1.31 Description : Foundation F1 (Revised 4114) DESIGN SUMMARY Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.8813 Soil Bearing 1.322 ksf 1.50 ksf +D+Lr+H about Z -Z axis PASS n/a Overturning - X -X• 0.0 k -ft 0.0 k -ft No Overturning PASS n/a Overturning - Z -Z 0.0 k -ft 0.0 k -ft No Overturning PASS n/a Sliding - X -X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z -Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.007838 Z Flexure (+X) 0.2043 k -ft 26.063 k -ft +1.20D+1.60Lr+0.50L PASS 0.01785. Z Flexure (-X) 0.4653 k -ft 26.063 k -ft +1.20D+1.60Lr+0.50L PASS 0.1764 X Flexure (+Z) . 5.335 Wit 30.243 k -ft +1.20D+1.60Lr+0.50L PASS 0.1764 X Flexure (-Z) 5.335 k -ft 30.243 k -ft +1.20D+1.60Lr+0.50L PASS n/a . 1 -way Shear (+X) 0.0 psi 75.0 psi n/a PASS 0.01721 1 -way Shear (-X) 1.290 psi 75.0 psi +1.20D+1.60Lr+0.50L PASS 0.1430 1 -way Shear (+Z) 10.727 psi 75.0 psi. +1.20D+1.60Lr+0.50L PASS 0.1430 1 -way Shear (-Z) 10.727 psi 75.0 psi +1.20D+1,60Lr+0.50L PASS 0.08180 2 -way Punching 12.270 psi 150.0 psi +1.20D+1.60Lr+0.50L Detailed Results Soil Bearing Rotation Axis & . Actual Soil Bearing Stress Actual I Allowable Load Combination... Gross Allowable Xecc Zecc +Z +Z -X -X Ratio Overturning Stability Rotation Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding Footing Flexure Mu Which Tension @ As Req'd Gvrn. As Actual As Phi'Mn Status Flexure Axis & Load Combination k -ft Side ? Bot or Top ? in A2 in^2 in^2 k -ft X -X. +1.40D 4.097 +Z Bottom 0.3888 Min TemD % 0.4650 30.243 OK X -X, +1.40D 4.097 -Z Bottom 0.3888 Min TemD % 0.4650 30.243 OK X -X. +1.20D+0.50Lr+1.60L+1.60H 4.082 +Z Bottom 0.3888 Min TemD % 0.4650 30.243 OK X -X, +1.20D+0.50Lr+1.60L+1.60H 4.082 -Z Bottom 0.3888 Min TemD % 0.4650 30.243 OK X -X. +1:20D+1.60L+0.50S+1.60H 3.512 +Z Bottom 0.3888 Min TemD % 0'.4650 30.243 OK X -X, +1.20D+1.60L+0.50S+1.60H 3.512 -Z Bottom 0.3888 Min TemD % 0.4650 30.243 OK X -X, +1.20D+1.60Lr+0.50L 5.335 +Z Bottom 0.3888 Min Temo % 0.4650 30.243 OK X -X, +1.20D+1.60Lr+0.50L 5.335 -Z Bottom 0.3888 Min TemD % 0.4650 30.243 OK X -X. +1.20D+1.60Lr+0.80W 5.335 +Z Bottom 0.3888 Min Temo % 0.4650 30.243 OK X -X, +1.20D+1.60Lr+0.80W 5.335 -Z Bottom 0.3888 Min TemD % 0.4650 30.243 OK X -X. +1.20D+0.501 -+1.60S 3.512 +Z Bottom 0.3888 Min TemD % 0.4650 30.243 OK X -X. +1.20D+0.50L+1.60S 3.512 -Z Bottom 0.3888 Min TemD % 0.4650 30.243 OK X -X. +1.20D+1:60S+0.80W 3.512 +Z Bottom 0,3888 Min TemD % 0.4650 30.243 OK X -X, +1.20D+1.60S+0.80W 3.512 -Z Bottom 0.3888 Min Temo % 0.4650 30.243 OK X -X, +1.20D+0.50Lr+0.50L+1.60W 4.082 +Z Bottom 0.3888 Min Temo % 0.4650 30.243 - OK X -X. +1.20D+0.50Lr+0.50L+1,60W 4.082 -Z Bottom 0.3888 Min TemD % 0.4650 30.243 OK' X -X, +1.20D+0.50L+0.50S+1.60W 3.512 +Z Bottom 0.3888 'Min TemD % 0.4650 30.243 OK X -X, +1.20D+0.50L+0.50S+1.60W 3.512 -Z Bottom 0.3888 Min Temo % 0.4650 30.243 OK X -X, +1.20D+0.50L+0.20S+E 3.512 +Z Bottom 0.3888 Min TemD % 0.4650 30.243 OK X -X. +1.20D+0.50L+0.20S+E 3.512 -Z Bottom 0.3888 Min TemD % 0.4650 30.243 OK X -X, +0.90D+1.60W+1.60H 2.634 +Z Bottom 0.3888 Min Temo % 0.4650 30.243 OK X -X, +0.90D+1.60W+1.60H 2.634 ' -Z Bottom 0.3888 Min Temo % 0.4650 30.243 OK X -X. +0.90D+E+1.60H 2.634 +Z Bottom 0.3888 Min TemD % 0.4650 30.243 OK X -X. +0.90D+E+1.60H 2.634 -Z ' Bottom 0.3888 Min Temo % 0.4650 30.243 OK Z -Z. +1.40D 0.4451 -X Bottom 0.3888 Min TemD'% 0.3986 26.063 OK B.G. Structural Engineering, Inc. Project Title: Bergenser Residence Remodel 75-175 Merle Drive, Suite 200 Engineer: BG Protect ID:' 908.08 Project Descr: Palm Desert, CA. 92211 1-760-568-3553 Voice r 1-760-586-5681 Fax PAW: 24 APR 2014, 8:58AM ' File = s:1EC6•DA-11STE81 D-1.EC6 General Footing ENERCALC,INC.1983-2014, Build:6.14.1.31,Ver.6.14.1.31 Description : Foundation F1 (Revised 4114) Z -Z, +1.401) 0.1405 +X Bottom 0:3888 Min Temp % 0.3986 26.063 OK Z -Z. +1.20D+0.50Lr+1.60L+1.60H 0.4077 -X Bottom 0.3888 Min TemD % 0.3986' 26.063 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 0.1466 +X Bottom . 0.3888 Min TemD % 0.3986 26.063 OK B.G. Structural Engineering, Inc. 75-175 Merle Drive, Suite 200 Palm Desert, CA. 92211 1-760-568-3553 Voice 1-760-586-5681 Fax Project Title: ' Bergenser Residence Remodel Engineer: BG Project ID: 908.08 Project Descr. Pdmed:24APR 2014, 8:5844 File = s:1EC6-DA-11STE81 D-1.EC6 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.31,Ver.6.14.1.31 Description: Foundation F1 (Revised 4114) Footing Flexure Flexure Axis &Load Combination Mu k -ft Which Side ? Tension @ Bot or Top ? As Req'd in"2 Gvrn. As in^2 Actual As in^2 Phi*Mn k -ft Status Z -Z. +1.20D+1.60L+0.50S+1.60H 0.3815 -X Bottom 0.3888 Min TemD % 0.3986 26.063 OK Z -Z. +1.20D+1.60L+0.50S+1.60H 0.1205 +X Bottom 0.3888 Min TemD % 0.3986 26.063 OK Z -Z, +1.20D+1.60Lr+0.50L 0.4653 -X Bottom 0.3888 Min TemD % 0.3986 26.063 OK Z -Z, +1.20D+1.60Lr+0.50L 0.2043 +X Bottom 0.3888 Min TemD % 0.3986 26.063 OK Z -Z, +1.20D+1.60Lr+0.80W 0.4653 -X Bottom 0.3888 Min Temp % 0.3986 26.063 OK Z -Z. +1.20D+1.60Lr+0.80W 0.2043. +X Bottom 0.3888 Min Temp % 0.3986 26.063 OK Z -Z, +1.20D+0.50L+1.60S 0.3815 -X Bottom 0.3888 Min TemD % 0.3986 26.063 OK Z -Z, +1.20D+0.50L+1.60S 0.1205 +X Bottom 0.3888 Min TemD % 0.3986 26.063 OK Z -Z, +1.20D+1.60S+0.80W 0.3815 -X Bottom 0.3888 Min Temp % 0.3986 26.063 OK Z -Z, +1.20D+1.60S+0.80W 0.1205 +X Bottom 0.3888 Min Temp % 0.3986 26.063 OK Z -Z, +1,20D+0.50Lr+0.50L+1.60W 0.4077 -X Bottom 0,3888 Min TemD % . 0.3986 26.063 OK Z -Z. +1.20D+0.50Lr+0.50L+1.60W 0.1466 +X Bottom 0.3888 Min Temp % 0.3986 26.063 OK _ Z -Z, +1.20D+0.50L+0.50S+1.60W 0.3815 -X Bottom 0.3888 Min TemD % 0.3986 26.063 OK Z -Z, +1.20D+0.50L+0.50S+1.60W 0.1205 +X Bottom 0.3888 .Min TemD % 0.3986 26.063 OK Z -Z, +1.20D+0.50L+0.20S+E 0.3815 -X Bottom 0.3888 Min Temp % 0.3986 26.063 OK Z -Z, +1.20D+0.50L+0.20S+E 0.1205 +X Bottom 0.3888 Min Temp % 0.3986 26.063 OK Z -Z, +0.90D+1.60W+1.60H 0.2862 -X Bottom 0.3888 Min Temp % 0.3986 26.063 OK Z -Z, +0.90D+1.60W+1.60H 0.09034 +X Bottom 0.3888 Min TemD % 0.3986 26.063 - OK Z -Z, +0.90D+E+1.60H 0.2862 -X Bottom 0.3888 Min TemD % 0.3986 26.063 OK Z -Z, +0.90D+E+1.60H 0.09034 tX Bottom 0.3888 Min Temp % 0.3986 26.063 OK One Way Shear Load Combination... Vu @ -X Vu @ +X 150Dsi Vu @ -Z Vu @ +Z Vu:Max Phi Vn Vu I Phi*Vn Status +1.40D 0.991 Dsi 0 psi 8.237 psi 8.237 psi 8.237 Dsi 75 Dsi 0.1098 OK +1.20D+0.50Lr+1.60L+1.60H 0.9872 psi 0 osi 8.206 osi 8.206 Dsi 8.206 Dsi 75 osi 0.1094 OK +1.20D+1.60L+0,50S+1.60H 0.8494 Dsi . 0 Dsi 7.061 Dsi 7.061 Dsi 7.061 Dsi 75 Dsi 0.09414 OK +1.20D+1.60Lr+0.50L 1.29 Dsi 0 Dsi 10.727 osi 10.727 Dsi 10.727 Dsi 75 Dsi 0.143 OK +1.20D+1.60Lr+0.80W 1.29 osi 0 osi 10.727 Dsi 10.727 osi 10.727 Dsi 75 Dsi 0.143 OK +1.20D+0.50L+1.60S ' 0.8494 osi 0 Dsi 7.061 Dsi 7.061 Dsi 7.061 osi 75 osi 0.09414 OK +1.20D+1.60S+0.80W 0.8494 Dsi 0 Dsi 7.061 Dsi 7.061 osi 7.061 Dsi 75 osi 0.09414 OK +1.20D+0.50Lr+0.50L+1.60W 0.9872 Dsi 0 osi 8.206 osi 8.206 Dsi 8.206 Dsi 75 osi 0.1094 OK +1.20D+0.50L+0.50S+1.60W 0.8494 Dsi 0 osi 7.061 osi 7.061 osi 7.061 Dsi 75 Dsi 0.09414 OK +1.20D+0.50L+0.20S+E 0.8494 Dsi 0 psi 7.061 Dsi 7.061 Dsi 7.061 osi 75 Dsi 0.09414 OK +0.90DA60W+1.60H 0.637 Dsi 0 Dsi 5.295 Dsi 5.295 Dsi 5.295 Dsi 75 Dsi 0.07061 OK +0.90D+E+1.60H 0.637 psi 0 osi 5.295 osi 5.295 Dsi 5.295 osi 75 Dsi 0.07061 OK Punching Shear All units k Load Combination... Vu Phi*Vn Vu I Phi*Vn Status +1.40D 9.422 osi 150Dsi +1.20D+0.50Lr+1.60L+1.60H 9.387 Dsi . 150osi +1.20D+1.60L+0.50S+1.60H 8.076 Dsi 150osi +1.20D+1.60Lr+0.50L 12,27 Dsi 150psi +1.20D+1.60Lr+0.80W 12.27 psi 150Dsi +1.20D+0.50L+1.60S 8.076 Dsi 150osi +1.20D+1.60S+0.80W 8.076 psi 150osi +1.20D+0.50Lr+0.50L+1.60W 9.387 psi 1500si +1.20D+0.50L+0.50S+1.60W 8.076 osi 150Dsi +1.20D+0.50L+0.20S+E 8.076 Dsi 150osi +0.90D+1.60W+1.60H 6.057 osi 150osi +0.90D+E+1.60H 6.057 osi 150Dsi 0.06282 0.06258 0.05384 CI! 8118 0,05438g4F LA QUINTA BUILD -05384 & SAFETY DEPT. 6. 06258 QO1053 R®VE® F0 6 3 NSTRUCTION 0.04038 DATE BY OK OK OK OK OK OK OK OK OK OK OK OK PROJECT SHEET N0, ' Bergenser Residence Remodel B.G. STRUCTURAL* JOB NO. 908.08 'TEM ENGINEERING DATE11 Aor. 2014 Lateral ENGINEER BG LATERAL - Column INPUT: Ve rtical Load (F,,) = 7533.00 lbs Column Height (H) = 10.00 ft # of Columns = 1 Seismic Load = 1833.00 lbs - Wind Load =1 N 2035.00 lbs Actual Column Defection= 1.12 in FORMULA: Fscismic= (Seismic Load)(6.5/2.5)(1/# of Columns) = 4.77 kips Fwi„d _ (Wind Load)(1/# of Columns) = 2.04lips Governing Load = 4.77 kips Mo = (Governing Load)(H) _; 47.66kips-ft USE: HSS10x4x1/2 OMEGA: OFUINTA TY DEPT. Fo,,,ega = (Governing Load)(1.25) = 5.96 kipf D =-- CTION — F H — MO, omega — ( Omego)(.) 59.57 kips -ft Ao = (Actual Column Deflection)(2.5) = 2.7875:in AAR.... ble—(0.025)(14)(12)= 3.00 -in A= A0 < AAllowable OK B.G. Structural Engineering, Inc. Project Title: Bergenser Residence Remodel 75-175 Merle Drive, Suite 200 Engineer: BG Protect ID: 908.08 Palm Desert, CA. 92211 Project Des cr. 1-760-568-3553 Voice . 1-760-586-5681 Fax Printed: 24 APR 2014. 9:2744 File = s:\EC6-DA-1kSTE81D-1.EC6 Steel Column ENERCALC, INC. 1983-2014, Build:6.14.1.31, Ver.6.14.1.31 Description : Lateral (Added 4114) Code References - Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: 20121BC&ASCE7-10 General Information Steel Section Name: HSS10x4x1/2 Overall Column Height 10.0 ft Analysis Method : Allowable Strength Top & Bottom Fixity Top Free, Bottom Fixed Steel Stress Grade Brace condition for deflection (buckling) along columns Fy : Steel Yield 46.0 ksi X -X (width) axis :. E : Elastic Bending Modulus 19,000.0 ksi Unbraced Length for X -X Axis buckling =10 ft, K = 2.1 Load Combination: 20121BC&ASCE7-10 Y -Y (depth) axis". Unbraced Length for Y -Y Axis buckling =10 ft, K = 2.1 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 419.150 lbs ` Dead Load Factor AXIAL LOADS ... Axial Load at 10.0 ft, D = 4.343, LR = 3.190 k BENDING LOADS ... Lat. Point Load -at 10.0 ft creating MX -x, E = 4.770 k - DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.4789 :1 Maximum SERVICE Load Reactions.. Load Combination +D+0.70E Top along X -X 0.0 k Location of max.above base 0.0 It Bottom along X -X 0.0 k At maximum location values are. Top along Y -Y 0.0 k Pa : Axial 4.762 k Bottom along Y -Y 4.770 k Pn I Omega : Allowable 45.477 k Maximum SERVICE Load Deflections.... Ma-x:Applied -33.390 k -ft . Mn -x I Omega: Allowable 78.273 k -ft Along Y -Y 1.115 in at 10 -Oft above base for load combination : E Only Ma -y: Applied 0.0 k -ft Mn -y / Omega: Allowable 40.399 k -ft Along X -X 0.0 in at 0.Oft above base for load combination PASS Maximum Shear Stress Ratio = 0.02525 :1 Load Combination +D+0.70E Location of max.above base 0.0 ft At maximum location values are .. . Va : Applied 3.339 k Vn I Omega:- Allowable 132.259 k Load Combination Results Maximum Axial + Bending Stress Ratios .'azimum Shetar Itios I 1 e i FS(;AsQs Ra-li Q„,,Stgtus. Load Combination Stress•Ratio Status Location Loeatipyl F PT I D Only , 0.105 PASS 0.00 It 16WEVI " 'K "'OA +p+L 0.105 PASS 0.00 ft 0.000 Y S OO +p+ir 0.175 PASS 0.00 ft 0;000 IR C , TRU4 P1®N 011 +p+S 0.105 PASS 0.00 ft OR- 0.00 ft +D+0.750Lr+0.750L . 0.157 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.750S 0.105 PASS 0.00 ft 0 gOO PASS By 0 00 a D +D+0.60W 0.105 PASS 0.00 ft ASS +D+0.70E 0.479 PASS 0.00 ft PASS 0.00 ft +D+0.750Lr+0.750L+0.45OW 0.157 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.750S+0.450W 0.105 PASS 0.00 ft 0.000 PASS 0.00 It +D+0.750Lr+0.750L+0.5250E 0.399 PASS 0.00 ft 0.019 PASS 0.00 ft +D+0.750L+0.750S+0.5250E 0.372. PASS 0.00 ft 0.019 .. PASS 0.00 ft +0.60D+0.60W 0.063 PASS 0.00 ft 0.000 PASS 0.00 ft +0.60D+0.70E 0.458 PASS 0.00 It 0.025 PASS 0.00 ft B.G. Structural Engineering, Inc. Project Title. Bergenser Residence. Remodel 75-175 Merle Drive, Suite 200 Engineer: BG Prosect ID: ` 908.08 Project Descr. Palm Desert, CA, 92211 1-760-568-3553 Voice 1-760-586-5681 Fax Printed: 24 APR 2014. 9:27Ald File = s:lEC6-DA-11STE81 D-1.EC6 St@eI COIUmn ENERCALC,INC. 1983.2014, Build:6.14.1.31,Ver:6.14.1.31 . - Description : Lateral (Added 4114) Maximum Reactions - Unfactored Note: Only non -zero reactions are listed. X -X Axis Reaction Y -Y Axis Reaction Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base D Only k k 4.762 k Lr Only k k 3.190 k E Only k 4.770 k k D+Lr k k 7.952 k D+E k 4.770 k 4.762 k D+Lr+E k -4.770 k 7.952 k Maximum Deflections for Load Combinations - Unfactored Loads ' Load Combination Max. X -X Deflection Distance- Max. Y -Y Deflection Distance D Only 0.0000 in 0.000 ft 0.000' in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft E Only 0.0000 in 0.000 ft 1.115 in 10.000 ft D+Lr 0.0000 in 0.000 ft 0.000 in 0.000 It D.,E 0.0000 in 0.000 ft 1.115 in 10.000 ft D+Lr+E 0.0000 in 0.000 ft 1.104 in 9.933 ft Steel Section Properties : HSS10x4x112 Depth = 10.000 in I xx = 129.00 in^4 J = 82.600 in"4 S xx = 25.80 in^3 Cw = 31.00 in^6 Width = 4.000 in R xx = 3.340 in ' Wall Thick = 0.500 in Zx = 34.100 in^3 Area 11.600 in^2 I yy = 29.500 iO4 C = 31.000 in^3 Weight = 41.915 plf S yy = 14.700 in^3 R yy = . 1.590 in Zy _ 17.600 in^3 Ycg = 0.000 in 4.00in X. 7.WM-x Loads i y i CI oOF QUINTA to BUILD VG & 'AFaE,Tp Y DEPT. t .„ ! C®.. q= PFa:_ FO CONS_, RUCTION DATE JBY Loads are total enlere value. rrows dfect absolute direction. t B.G. Structural Engineering, Inc. 75-175 Merle Drive, Suite 200 Palm Desert, CA. 92211 1-760-568-3553 Voice 1-760-586-5681 Fax Pole Footing Embedded in Soil Description : Lateral (Added 4114) Project Title: Bergenser Residence Remodel Engineer: BG Project ID: 908.08 Project Descr. Printed: 24 APR 2014. 9:26AM File = OEC6-DA-11STE81 D-1.EC6 ENERCALC, INC. 1983-2014, 8uild:6.14.1.31, Ver:6.14.1.31 Code References Calculations per IBC 2012 1807.3, CBC 2013, ASCE 7-10 Load Combinations Used: 20121BC&ASCE7-10 General Information Pole Footing Shape Circular Footing Diameter .............. 36.0 in Calculate Min. Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive ................... 250.0 pcf t Max Passive ................... 1,500.0 psf Controlling Values Governing Load Combination: +D+0.70E+H Lateral Load 4.172 k Moment 41.720 k -ft Restraint @ Ground Surface Load Combination o Loads* -.(k) Moments: 4.343 k Pressure at Depth D Only 0.000 0.000 +D+L+H Actual 0.000 1,454.29 psf 0.000 0.000 Allowable 0.000 1,500.0 psf +D+0.750Lr+0.750L+H 0.000 Surface Retraint Force +D+0.750L+0.750S+H 18,078.7 lbs 0.000 +D+0.60W+H 0.000 Minimum Requtretl D1 pth 6 375 ft ' 4.172 41.720 +D+0.750Lr+0.750L+0.450W+H 0.000 0.000 Footing Base Area 7.069 ft^2 Maximum Soil Pressure 1.066 ksf Applied Loads Lateral Concentrated Load Lateral Distributed Load D: Dead Load 0.0 k 0.0 k1ft Lr: Roof Live 0.0 k 0.0 klft L: Live 0.0 k 0.0 klft S: Snow 0.0 k 0.0 klft W: Wind 0.0 k 0.0 klft E : Earthquake 5.960 k 0.0 klft H : Lateral Earth 0.0 k 0.0 klft Load distance above TOP of Load above ground surface ground surface 10.0 ft 0.0 ft BOTTOM of Load above ground surface 0.0 ft Load Combination Results 7. t Forces @ dround Surface Load Combination o Loads* -.(k) Moments: 4.343 k 0.0 k -ft D Only 0.000 0.000 +D+L+H 0.000 0.000 +D+Lr+H 0.000 0.000 +D+S+H 0.000 0.000 +D+0.750Lr+0.750L+H 0.000 0.000 +D+0.750L+0.750S+H 0.000 0.000 +D+0.60W+H 0.000 0.000 +D+0.70E+H 4.172 41.720 +D+0.750Lr+0.750L+0.450W+H 0.000 0.000 O Footing Diameter = 3'-0• Applied Moment Vertical Load 0.0 k -ft 4.343 k 0.0 k -ft 3.190 k 0.0 k -ft 0.0 k 0.0 k -ft 0.0 k 0.0 k -ft 0.0 k 0.0 k -ft 0.0 k 0.0 k -ft 0.0 k CITY OF LA QUINTA BUILDING & SAFETY DEPT. quired r $ essure l'Dep hlON on ncrease ; pth Actu ps Allow (psf) ctor, .. 0.13 0.0 ' 31.3 1.000 COF13E --- BY .000 L -®-13--n------31.3 1.000 0.13 0.0 31.3 1.000 0.13 0.0 31.3 1.000 0.13 0.0 31.3 1.000 0.13 0.0 31.3 1.000 6.38 1,454.3 1,500.0 1.000 0.13 0.0 31.3 1.000 B.G. Structural Engineering, Inc. Project Title: Bergenser Residence Remodel Protect ID: 908.08 ' 75-175 Merle Drive, Suite 200. Engineer: BG Palm Desert, CA. 92211 Protect Descr. 1-760-568-3553 Voice 1-760-586-5681 Fax Printed: 24 APR 2014.'9:26NA Pole Footing Embedded In SOII File=s:1EC6•DA-11STE81D-1.EC6 ? ENERCALC, INC. 1983.2014, Build:6.14.1.31,Ver.6.14.1.31 Description : Lateral (Added 4114) +D+0.750L+0.750S+0.450W+H 0.000 0.000. 0.13 0.0 31.3 1.000 +D+0.750Lr+0.750L+0.5250E+H .3.129 31.290 5.63 s 1,401.0 1,406.3 1.000 +D+0.750L+0.750S+0.5250E+H 3.129 " 31.290 5.63 1,401.0 1,406.3 1.000 +0.60D+0.60W+H 0.000 0.000 0.13 0.0 31.3 1.000 +0.60D+0.70E+H 4.172 41.720 6.38 1,454.3 1,500.0 1.000 BUILDING ENERGY ANALYSIS REPORT PROJECT: Bergenser Residence 77-153 Calle Mazatlan La Quinta, CA 92253 Project Designer: Stracts Architects 550 S..Oleander Street Ppalm Springs, CA 92262 (760) 636-8951 Report Prepared by: . Tim Scott Scott'Design and Title 24, Inc, 77-085 Michigan Drive Palm Desert, Ca 92211 (760) 200-4780 Job Number: Date: 6/4/2014 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is ` authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnergyPro 5.1 by EneiqySoft User Number. 6712 Run Code: 201406-04T13:31:26 /D: • • PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Bergenser Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 6/4/2014 Project Address 77-153 Calle Mazatlan La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 1,549 Addition 36 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ® No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity f Features see Part 2 of 5 Status Roof Wood Framed Attic R-19 1,513 Existing Wall Wood Framed R-11 1,201 Existing Slab Unheated Slab -on -Grade None 1,513 Perim = 166' Existing Roof Wood Framed Attic R-30 36 New Wall Wood Framed R-13 75 New Slab Unheated Slab -on -Grade None 36 Perim = 22' New FENESTRATION U- Orientation Area(ft) Factor Exterior SHGC Overhang Sidefins Shades Status Right (N) 15.0 1.190 0.68 none none Bug Screen Removed Front (E) 40.0 1.190 0.68 none none Bug Screen Removed Front (SE) 10.0 1.190 0.68 none none Bug Screen Removed Left (S) 20.0 1.190 0.68 none none Bug Screen Removed Left (S) 8.0 0.520 0.39 none none Bug Screen New Rear (00 64.0 1.190 0.68 none none Bug Screen Existing Rear (tM 160.0 1.190 0.68 none none Bug Screen Removed Front (E) 80.0 0.520 0.39 none none Bug Screen New Rear (lAq . 255.0 0.520 0.39 none none Bug Screen New. HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Packaged Air Condition. 12.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC -1 Ducted Ducted Attic, Ceiling Ins, vented 4.2 Existing WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EnergyPro5.1byEnergySoft . User Number: 6712 Run Code: 2014-06-04713:31:26 ID: Page 3 of 16 0 PERFORMANCE CERTIFICATE: Residential Part 2 of 5), CF -1 R Project Name BergeflSer Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family 10 Existing+ Addition/Alteration Date 6/4/2014 . SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. HERS REQUIRED VERIFICATION Items.in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a com leted CF -4R form for each of the measures listed below for final to be given. EnemyPro 5.1 by EnemySoft User Number: 6712 RunCode: 2014-06-04T13:31:26 /D: Page 4 of 16. • 1 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date BefgenSer Residence ❑ Multi Family m Existing+ Addition/Alteration 6/4/2014 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 13.66 11.31 2.35 Space Cooling 157.79 152.32 5.47 Fans 34.92 33.14 1.77 Domestic Hot Water 14.55 14.55 0.00 Pumps 0.00 0.00 0.00 Totals 220.91 211.32 9.59 Percent Better Than Standard: 4:3 BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED . Fenestration Building Front Orientation: (E) 90 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (E) 471 80 Fuel Available at Site: Natural Gas (S) 426 8 Raised Floor Area: 0 M9 390 319 Slab on Grade Area: 1.549 (N) 396. 0 Average Ceiling Height: 10.3 Roof 1,549 0 Fenestration Average U -Factor: 0.63 TOTAL: 407 Average SHGC: 0.44 Fenestration/CFA Ratio: 26.3% REMARKS The Hideaway STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate. and complete. Documentation Author Company Scott Design and Title 24, Inc, 6/4!2014 Address 77-085 Michigan Drive Name Tim Scott City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone (760) 200-4780 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require . installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Stracts Architects Address 550 S. Oleander Street Name Anton Marinkovich City/State/Zip Ppa/m Springs, CA 92262 Phone (760) 636-8951 Signed License # Date EnemvPro 5. 1 by EnemySoft User Number: 6712 Run Code: 2014-06-04713:31:26 /D: Page 5 of 16 • r L --A • CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Bergenser Residence Building Type m Single Family ❑ Addition Alone D Multi Family m Existing+ Addition/Alteration D ate 6/4/2014 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 1,513 0.049 R-19 0 20 Existing 4.2.1-A4 Existing Res. Wall 396 0.110 R-11 0 90 Existing 4.3.1-A2 Existing Res. Wall 25 0.110 R-11 0 90 Removec 4.3.1-A2 Existing Res. Wall 351 0.110 R-11 90 90 Existing 4.3.1-A2 Existing Res. Wall 501 0.110 R-11 90 90 Removec 4.3.1-A2 Existing Res. Wall 261 0.110 R-11 135 90 Removec 4.3.1-A2 Existing Res. Wall 3881 0.110 R-11 180 90 Existing 4.3.1-A2 Existing Res. Wall 661 0.110 R-11 270 90 Existing 4.3.1-A2 Existing Res. Wall 1001 0.110 R-11 270 90 Removec 4.3.1-A2 Existing Res. Slab 1,5131 0.730 None 0 180 Existing 4.4.7-A1 Existing Res. Roof 361 0.031 R-30 0 0 New 4.2.1-A20 Existing Res. Wall 40 0.102 R-13 90 90 1 New 4.3.1-A3 Existing Res. Wall 30 0.102 R-13 180 90 New 4.3.1-A3 Existing Res. Wall 5 0.102 R-13 270 90 New 4.3.1-A3 Existing Res. Slab 36 0.730 None 0 180 New 4.4.7-A1 Existing Res. FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 1 Window 15.0 1. 1901 Default 0.68 Default 0 Removed Single Metal Tinted Existing Res. 2 Window 40.0 1.190 Default 0.68 Default 90 Removed Single Metal Tinted Existing Res. 3 Window 10.0 1.190 Default 0.68 Default 135 Removed Single Metal Tinted Existing Res. 4 Window 20.0 1.190 Default 0.68 Default 180 Removed Single Metal Tinted Existing Res. 5 Window 8.0 0.520 NFRC 0.39 NFRC 180 New Double Tinted Existing Res. 6 Window 64.0 1.190 Default 0.68 Default 270 Existing Single Metal Tinted Existing Res. 7 Window 64.0 1.190 Default 0.68 Default 270 Removed Single Metal Tinted Existing Res. 8 Window 96.0 1.190 Default 0.68 Default 270 Removed Single Metal Tinted Existing Res. 9 Window 80.0 0.520 NFRC 0.39 NFRC 90 New Double Tinted Existing Res. 10 Window 255.0 0.520 NFRC 0.39 NFRC 270 New Double Tinted Existing Res. (1) LI -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Window Exterior Shade Type SHGC H t Wd Ove hanq Left Fin Ri ht Fin Len H t LExt RExt Dist Len H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number. 6712 Run Code: 2014-06-04T13:31:26 /D: Page 6 of 16 • • • CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Bergenser Residence Building Type 10 Single Family 1:1 Addition Alone [1 Multi Family m Existing+ Addition/Alteration Date _6/4/2014 BUILDING ZONE INFORMATION System Name Zone Name New Floor Area Existinq Altered Removed Volume Year Built HVAC -1 Existing Res 1,513 15,584 1980 Addition 36 371 Totals 1 361 1,5131 01 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC -1 1 Central Furnace 80% AFUE Packaged Air Conditione 12.0 SEER Setback New HVAC DISTRIBUTION S stem Name Heating Cooling Duct Duct Location R -Value Ducts Tested? Status HVAC -1 Ducted Ducted Attic, Ceiling Ins, vented 4.2 ❑ Existing 13 WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status A. 0. Smith 75 Gal. 1 Small Gas Kitchen Pipe Ins 65 75 0.72 n/a n/a Existing MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length (ft)c 0 i a — System Name Pipe Length Pipe Diameter Insul. Thick. Qtv.FHP Plenum Outside Buried EnergyPro 5.1 by EnergySoft User Number: 6712 Run Code: 2014-06-04713:31:26 ID: Pae 7 of 16 4 4 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name Bergenser Residence Date 6/4/2014 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance - specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelo a Measures: 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. ' §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(1) when the installation of a Cool Roof is s ecified on the CF -1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§ 150 (c): Minimum R-13 insulation in wood -frame wall o r eq uivalent U -factor. i *§150(d): Minimum R-13 insulation in raised wood -frame floor ore uivalent U -factor. 150(f): Air retarding wrap is tested labeled and installed according to ASTM E1677-95 2000 when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 erm/inch and shall be protected from physical damage and UV light deterioration. IF laces Decorative Gas Appliances and Gas Log Measures: 150 e 1 A: Mason or factory -built fireplaces have a closable metal or lass door coveringthe entire opening of the firebox. §150(e)l B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is e uu ipped with a with a readily accessible operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building,are prohibited. S ace Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy . Commission. • • . §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve backflow prevention, pumpisolation valve and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances, (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASH RAE, SMACNA or ACCA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). - §150(j)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150(j)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems,' and entire length of recirculating sections sections of hot water pipes are insulated per Standards Table 150-6. §150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot ' water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydronic heating systems or, hot water systems >15 psi, meets the requirements of Standards Table . 123-A. 150 50(VA: Insulation is protected from damage, including that due to sunlight, moisture equipment maintenance and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in . conditioned space. 150(1)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation.. '. EnergyPro 5.1 by EnergySoR User Number: 6712 Run Code: 2014-06.04713:31:26 /D: r Page 8 of 16 4 4 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date Bergenser Residence 6/4/2014 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines or built-up connections for future solar heating. 114'(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or ro rammed to run only during off-peak electric demand periods. 150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150 Residential Lighting Measures: §150(k)l : High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low eff icacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Liqhtinq integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 by EnergySoR User Number: 6712 RunCode: 2014-06-04713:31:26 /D: Page 9 of 16 r r MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date ergenser Residence 6/4/2014 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM.E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)l5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130 131 134 and 146. §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that thev are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoft User Number: 6712 Run Code: 201406-04T13:31:26 /D: Page 10 of 16 r I 11 4 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name ergenser Residence Date 6/4/2014 System Name HVAC -1 Floor Area 1,549 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 2,042 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 75,000 35,385 1,705 668 30,568 Total Output Btuh 75,000 0 Output Btuh/s ft 48.4 3,000 2,172 Cooling System 0 p Output per System 47,500 0 0 0 0 Total Output Btuh 47,500 1,675 1 1,705 -1,675 Total Output Tons 4.0 3,000 2,172 Total Output Btuh/s ft 30.7 Total Output s ft/Ton 391.3 43,061 33,237 Air System CFM per System 1,600 HVAC EQUIPMENT SELECTION Airflow cfm 1,600 Existing 4 t HVAC.. 37,897 3,922 75,000 Airflow cfm/s ft 1.03 Airflow cfm/Ton 404.2 Outside Air % 0.0% Total Adjusted System Output 37,897 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 3,922 Aug 3 PM 75,000 Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 69 OF 69 OF 113 OF /- 114 OF f G)" Heating Coil Supply Fan 1,600 cfm 112 °F ROOM 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air Arc 0 cfm 80/64°F 4 80/64°F '57/56°F 58/57°F Cooling Coil Supply Fan 60 / 57 °F . 1,600 cfm----•-- - --•— 46.5 °i° M'"M 78/64°F 4 U1 I A 4 EnergyPro5.1 by EnergySoR User Number. 6712 RunCode: 2014-06-04713:31:26 /D: Page 11 of 16 • ROOM HEATING PEAK LOADS Project Name Residence ateBergenser 761412014 ROOM INFORMATION DESIGN CONDITIONS Room Name Existing Res Floor Area 1,513.0 ftz Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to Ceiling U -Value X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X AT °F _ = — c c = _ _ - = = = = _ = = _ = = _ = - = = = = = - = = = 44 Btu/hr Default Roof Prior to 1978 1,513.0 0.0490 44 3,262 R-11 Wall 1,201.0 0.1100 44 5,813 Double Tinted 8.0 0.5200 44 183 Single Metal Tinted 64.0 1.1900 44 3,351 Slab -On -Grade perim = 166.0 0.7300 44 5,332 Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X -1.064 Schedule Air Sensible Fraction through an interior surface X 1,513 X Area another room 10.30 X 0.343 Height ACH Page Total / 60 ] X AT 17,941 = 4,175 TOTAL HOURLY HEAT LOSS FOR ROOM 22,116 EnefgyPro 5.1 by EnergySoft User Number. 6712 Run Code: 2014.06-04T13:31:26 ID: Page 13 of 16 0 n L J • ROOM HEATING PEAK LOADS Project Name Bergenser Residence Date 6/4/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Addition Floor Area 36.0 ft2 Indoor Dry Bulb Temperature 68 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area X X X X X X X X' X X X X X X X X X X X X X X X X X X X X X X X to Ceiling U -Value X X X X X X X X X X X X X X X* X X X X X X X X X X X X X X X X AT 'F = c c = = = _ = _ = = = = = - = = = = = = _ _ = = = _ = = _ = 42 Btu/hr R-30 Roof Attic 36.0 0.0310 42 47 R-13 Wall 75.0 0.1020 42 321 Double Tinted 335.0 0.5200 42 7,316 Slab -On -Grade perim = 22.0 0.7300. 42 675 Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.064 Schedule Air Sensible Fraction through an interior surface X 36 X Area another room 10.30 X 0.337 Height ACH Page Total /60] X AT 8,359 = 93 TOTAL HOURLY HEAT LOSS FOR ROOM 8,452 EnergyPro 5.1 by EnergySoft User Number: 6712 Run Code: 2014-06.04713:31:26 ID: Page 14 of 16 • RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name . Date Bergenser Residence 6/4/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Existing Res Outdoor Dry Bulb Temperature 112 OF Floor Area 1,513.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 °F Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr Default Roof Prior to 1978 (N) 1,513.0 X 0.0490 X 56.0 = 4,152 R-11 Wall (N) 396.0 X 0.1100 X 23.0 = 1;002 R-11 Wall (E) 351:0 X . 0.1100 X 33.0 .= 1,274 R-11 Wall (S) 388.0 X 0.1100 X 26.0 = 1,110 R-11 Wall NO 66.0 X 0.1100 X 33.0 = 240 X X = X X = X X _ X X = Page Total 7,777 Items shown with an asterisk (') denote conduction through an interior surface to another.room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window -New (S) 0.0 X 24.9 + 8.0. X 25.0 = 200 Window -Exist. (W) 0.0 X 49.0 + 64.0 X 89.4 = 5,722 X + X - X + X - X + X - X + X - X + X - X + X - X + X - Page Total 5,922 Internal Gain Btu/hr Occupants 3.0 Occupants X 230 Btuh/occ. = 690 Equipment 1.0 Dwelling Unit .X 1,600 Btu _ 1,600 d Infiltration: 1:064 X 0.87 X 93.69 X 34 = 2,935 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 18,924 Latent Gain Btu/hr Occupants 3.0 Occupants X 200 Btuh/occ.. = 600 Infiltration: 4,771 X 0.87 X 93.69 X 0.00276 = 1,069 Air Sensible CFM ELA pyo/ TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1 669 EnerqvPro 5.1 by EnerqvSoft User Number: 6712 Run Code: 2014 0 6-04 713:31:26 /D: Pae 15 of 16 C • RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Bergenser Residence 6/4/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Addition Outdoor Dry Bulb Temperature 112 OF Floor Area 36.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 75 OF I Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr R-30 Roof Attic (N) 36.0 X 0.0310 X 56.0 = 62 R-13 Wall (E) 40.0 X 0.1020 X 33.0 = 135 R-13 Wall (S) 30.0 X 0.1020 X 26.0 = 80 R-13 Wall 5.0 X 0.1020 X 33.0 = 17 X X _ X X = X X = X X = X X = Page Total 294. Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window -New (E) 0.0 X 24.9 + 80.0 X 48.0 = 3,842 Window -New (W) 0.0 X 24.9 + 255.0 X 48.0 = 12,247 X + X - X + X - X + X - X + X - X + X - X + X = X + X = Page Total 16,089 Internal Gain Btulhr Occupants 0.0 Occupants X 230 Btuh/occ. = 0 Equipment 0.0 Dwelling Unit X 1,600 Btu c 0 Infiltration: 1.064 )( 0.89 )( 2.23 )( 37 = 78 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 16,461 Latent Gain Btu/hr Occupants 0.0 Occupants X 200 Btuh/occ. = 0 Infiltration: 4,771 X 0.89 X 2.23 X 0.00376 = 36 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR. ROOM 36 EnerqvPro 5.1 by EnerqvSoft User Number., 6712 Run Code: 201406-04T13:31:26 /D: Pae 16 of 16 B.G. STRUCTURAL ENGINEERING BRIAN GOTTLIEB - CIVIL ENGINEER - Lic. No. C33047 75-175 Merle Drive, Suite 200 Palm Desert, CA 92211 (760) 568-3553 (760) 568-5681 Fax Bergenser. Residence Remodel Stracts Inc. • 550 S. Oleander Palm Springs, CA 922641 e Job Number: 908.08 Ty:G8 Qv `NTA C, 1 1 BUILDAFETY DEPT. April 7, 2014 OV — Plan Check #1 FORUCTION . DATE `lBY QROFESS/0 RE EIVEP APR 09 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT t sT CNII P q OF CAI\FC VALID ONLY IF SIGNED IN RED 71 B.G. STRUCTURAL ENGINEERING BRIAN GOTTLIEB - CIVIL ENGINEER - Lic. No. 033047 75-175 Merle Drive, Suite 200 Palm Desert, CA 92211 (760) 568-3553 (760) 568-5681 Fax April 7, 2014 Stracts Inc. 550 S. Oleander Palm Springs, CA 92264. RE: Plan Check for — Bergenser Residence Remodel 77153 Calle Mazatlan LA Quinta, CA 92253 Structural Comments: 1. See "DESIGN DATA" on revised structural sheet S-1 for added wind data. 2. See "DESIGN DATA" on revised structural sheet S-1 for added seismic data. 3. Detail 7/S-3 is noted on the foundation plan S-2: 4. Grade beam calculation is provided within the structural calculation package after the lateral calculation sheet. s 5. Structural drawings to be wet signed. CITY OF L QU NTA BUILDING &SAFETY DEPT. APPROVED FOR CON Please call me at (760) 568-3553 if you have any questions or would like to discuss this matter. DATE _--- BY QROFESS/0 01 Sincerely, * Exp. 6-3()-14 s CIVIC. P OF CA1.CF0 Brian Gottlieb, P.E. VALID ONLY IF SIGNED cc: file IN RED' PROJECTSHEET NO. Bergenser Residence Remodel B.G. STRUCTURAL , JOB NO. ITEM 908.08 Beams ENGINEERING DATEFeb. 2014 ENGINEER BG B.G. Structural Engineering, Inc. 75-175 Merle Drive, Suite 200 Palm Desert, CA. 92211 1-760-568-3553 Voice 1-760-586-5681 Fax Wood Beam Description : Beam B1 CODE REFERENCES Project Title: Bergenser Residence Remodel Engineer: BG Project ID: 908.08 Protect Descr: Printed: 20re3214, 9:25M File = s:lEC6-DA-11SfE81D-1.EC6 1983-2014, Build:6.14.1.31,Wr.6.14.1.31 Calculations per NDS.2012i IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: 20121BC&ASCE7-10 Material Properties Analysis Method: Allowable Stress Design Fb- Tension 2,400.0 psi E: Modulus of Elasticity Load Combination 20121BC&ASCE7-10 Fb - Comer 2 400.0 psi Ebend- xz 1 800 Nei Fc -: Pril 1,650.0 psi Eminbend - xx 930.Oksi Wood Species : DF/DF Fc - Perp 650.0 psi Ebend- yy 1,600.Oksi Wood Grade :24F -A Fv 265.0 psi Eminbend - yy .830.Oksi Ft Beam Bracing :Completely Unbraced 1,100.0 psi Density 32.210pcf D 0.328 Lr 0.26 D 0.208 Lr 0.16 Span = 21.50 ft r Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads _Load for Span Number 1- . - Uniform Load: D=0.2080, Lr = 0.160 k/ft, Extent = 0.0 ->> 3.50 ft, Tributary Width =1,0 ft, (Roof) Uniform Load: D = 0.3280, Lr = 0,260 k/ft, Extent = 3.50 ->> 21.50 ft, Tributary Width =1.0 ft, (Roof) - DESIGN SUMMARY Maximum Bending Stress Ratio = 0.72(1 'Maximum Shear Stress Ratio = 0.353: 1 Section used for this span 5.5x16.5 Section used for this span 5.5x16.5 ! fb : Actual = 1,657.82psi fv : Actual _ 93.64 psi FB: Allowable _ 2,302.99.psi Fv : Allowable:265.00 psi Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span = 10.828ft Location of maximum on span = 20.166 ft Span #where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.331 in Ratio = 779 j Max Upward L+Lr+S Deflection 0.000 In Ratio = 0 <360 Max Downward Total Deflection 0.776 in Ratio = 332 I Max Upward Total Deflection 0.000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Mo en 5 es Sear Values Segment Length Span # M V Cd C FN C 1 Cr C m C t C L f ' 4-'" OF'b LA (V! 1 A tfv I r AP D.only t3UILDING 0"00SAFo:ob 6o(e ° .00 Length = 21.50 ft 1 0.413 0.202 1.00 0.96 1.00 1.00 1.00 1.00 0.98 19 76 950.11 2302.925" Y 5364 P 165.1,(0(( 0 +D+L+H 0.96 1.00 1.00 1.00 1.00 0.98 0 00 Os00 0 0 0.0 Length = 21.50 ft 1 0.413 0.202 1.00 0.96 1.00 1.00 1.00 1.00 0.98 1976 f 950ij1l (;299.7 Rt 3 10- 260. +D+Lr+H 0.96 1.00 1.00 1.00, 1.00 0,98 b' L0 - Length = 21.50 ft 1 0.720 0.353 1.00 0.96 . 1.00 1.00 1.00 1.00 0.98 3 .48 1,657.82 2302.99 5.67 93.64 265. +D+S+H 0.96 1.00 1.00 1.00 1.00 0.98 DATE 0.00 0.00 0.00 0.0 0 Length = 21.50 ft 1 0.413 0.202 1.00 0.96 1.00 1.00 1.00 1.00 0.98 1 950.11 2:99 BY 3-25--53 - 265 0 +D+0.750Lr+0.750L+H 0.96 1.00 1.00. 1.00 1.00 0.98 !! ono_ Ann n nn i' h i i I B.G. Structural Engineering, Inc. Project Title: Bergenser Residence Remodel. 75-175 Merle Drive, Suite 200 Engineer: BG Project ID: 908.08 Palm Desert, CA, 92211 Protect Descr. _ 1-760-568-3553 Voice 1460-5865681 Fax Printed: 20 FEB 2014, 925AM Wood Beam File=s:TC6-DA-nsTEB1a-1.Ec6 ENERCALC, WC; 1983-2014, Build:6.14.1.31, VuS 14.1.31 X L9 Description: Beam B1 Load Combination Max Stress Ratios r. Moment Values ShearValues Segment Length Span # M V Cd C FN C i,. Cr C m C t C L M fb F'b V= N •F'v Length = 21.50 It 1 0.643 0.316 1.00 0.96 1.00. 1.00 1.00 1.00. 0.98 30.80 1,480.90 2302.99 5.06 83.64. 265.00 +D+0.750L+0.750S+H 0.96 1.00 1.00. 1.00 1.00 0.98 0.00. 0.00 0.00 0.00 Length = 21.50 ft 1 0.413 0.202 ' 1.00. 0.96 1.00 1.00 1.00 1.00 0.98 19.76 950.11 2302.99 .3.25 53.64 265.00 +W.60W+H 0.96 1.00 1.00 1:00 1.00 0.98 0.00 0.00 0.00 0.00 Length = 21.50 ft 1 .0.413 0.202 1.00 .0.96 1.00 " 1.00 1.00 1.00 0.98 19.76 950.11 2302.99 3.25 53.64 265.00 +D+0.70E+H 0.96 1.00 1.00 1.00 1.00 0.98; 0.00 0.00 0.00 0.00 Length = 21.50 ft 1 0.413 0.202 .1.00 0.96 1.00 1.00 1.00 1.00 0.98 19.76 950.11 2302.99 3.25 53.64 265.00 4".750Lr+0.750L+0.450W+H 0:96 1.00 1.00 1.00 1.00 0.98 ' . '0.00 0.00. 0.00 0.00 Length = 21.50 ft. 1 0.6.43 0.316 1.00' 0.96 1.00 1.00 1.00 1.00 0.98. 30.80 1,480.90 2302.99 5.06 83.64 265.00 +D+0.750L+0.750S+0.450W+H 0.96 1.00 1.00 1.00 1.00 0.980.00 0.00' 0.00 0.00 Length = 21.50 ft 1 0.413 0.202 1.00 0.96 1.00 1.00 1.00 1.00 0.98 19.76 950.11 2302.99 3.25 53.64 265.00 +D+0.750Lr+0.750L+0.5250E+H 0.96 1.00 1.00. 1.00 1.00 0.98 0.00 0.00 0.00, 0.00 Length = 21.50 ft 1 . 0.643 0.316 1.00 0.96 1.00 1.00 1.00 1.00 0.98 30.80 1,480.90 2302.99 5.06 83.64 265.00 +0+0.750L+0.750S+0.5250E+H 0.96 1.00 ' 1.00 1.00 1.00 0.98 0.00 0.00 0.00 0.00 Length= 21.56 ft 1 0.413 01202 1.00 0.96 1.00 1.00 1.00 1.00 0.98 19.76 950.11 2302.99 3.25 53.64 265.00 +O:60D+0.60W+H 0.96 1.00 1.00 1.00 1.00 0.96 0.00 0.00 0.00 0.00 Length = 21.50 ft 1 0.248 0.121 1.00 0.96 1.00 1.00 1.00 1.00 0.98 11.86 570.06 2302.99 1.95 32.19 265.00 +0.60D+0.70E+H 0.96 -1.00 . 1.00 1.00 1.00 0.98 0.00 0.00 0.00 0.00 'Length =21.50 ft 1 0.248 0.121 1.00 0.96, 1.00 1.00. 1.00 .1.00' 0.98 11.86 570.06 2302.99 1.95 32.19 2.65.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. °' Dell Location in Span Load Combination Max. °+r Defl Location in Span D+Lr 1 0.7758 10.828 0.0000 0.000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS . Load Combination Support1 Support 2 Overall MAXimum 5.832 6.477 D Only 3.358 3.710 - ' Lr Only 2.473 2.767 D+Lr 5.832 6.477. CITY OF IA QUINTA BUILDING & SAFETY DEBT.• tr ROVED FOR CONSTRUCTION DATE f3 PROJECT SHEET NO.. erResidence Remodel B.G. STRUCTURAL Remodel ' JOB N0. DATE 908.08 ITEM ENGINEERING Columns Feb. 2014 ENGINEER BG B.G. Structural Engineering, Inc. 75-175 Merle Drive, Suite 200 Palm Desert, CA. 92211 1-760-568-3553 Voice 1-760-586-5681 Fax Wood Column. Description : Column Code References Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10. Load Combinations Used: 20121BC&ASCE7-10 General Information Project Title: Bergenser Residence Remodel Engineer: BG Project ID: 908.08 Project Descr: Printed: 20 FEB 2014, 9:29AM File = s:1EC6-DA-11STE81D-1.EC6 INC. 1983-2014, Build:6.14.1.31, Ver.6.14.1.31 Analysis Method : Allowable Stress Design Wood Section Name 4x6 Other Factors used to calculate allowable stresses ... End Fixities Top &Bottom Pinned Wood Grading/Manuf. GradedLumber Overall Column Height 10.0 ft Wood Member Type +0.60D+0.70E+H ( Used. for non -slender calculations ) Wood Species DouglasFir-Larch(North) Location of max,above base _Sawn Exact Width 3.50 in Allow Stress Modification Factors Wood Grade No.1 Exact Depth 5.50 in Cf or Cv for Bending 1.30 Fb Tension 1,200.0 psi Fd ` 170.0 'psi Area 19.25 in12 Cf or Cv for Compression 1.150 Fb - Compr 1,200.0 psi Ft 825.0 psi Ix 48.526 in^4 Cf or Cv for Tension 1.30 Fc - Pdl 1,000.0 psi Density 31.570 pcf ly 19.651 in 4 Cm : Wet Use Factor 1.0 . Fc Perp 625.0 psi Ct :Temperature Factor 1.0 E: Modulus of Elasticity , .. x -x Bending y -y Bending Axial Cfu : Flat Use Factor 1.0 Maximum Axial Kf : Built-up columns 1.0 NOS 15.3.2 Basic 1,600.0 1,600.0 1,600.0ksi Use Cr: Repetitive? No(vmonly) Minimum 580.0 580.0 Brace condition for deflection (buckling) along columns: D Only 1.000 0.2147 X -X (width) axis: Fully braced against buckling along X -X Axis 0.0 ft 1-0-01X-48 P AS S +D+L+H Y -Y (depth) axis: Unbraced Length•for XA Axis buckling = 9 ft, K =1.0 Applied Loads PASS Service loads entered. Load Factors will be applied for calculations. Column self weiqht included :42.203 lbsDead Load Factor +D+Lr+H 1.000 AXIAL LOADS... PASS 0.0 ft 0.0 PASS'ET}1OgEftP - Axial Load at 10.0 ft, D = 3.358, Lr = 2.473 k 1.000 1.000 .0.2147 0.3318 PASS PASS DESIGN. SUMMARY Ad PASS 110:0 ft -Bending & Shear Check Results-. PASS 1 1 it F606'..01"J-ONaF PASS . Max. Axial+8ending Stress Ratio = 0.3708:1 Maximum SERVICE Lateral Load Reactions . . PASS PASS Load Combination +D+Lr+H Top along Y -Y 0.0 k Bottom along Y -Y 0.0 k Governing NDS Forumla Comp Only, fc/Fc' Top along X -X 0.0 k Bottom along X -X 0.0 k .Location of max.above base 0.0 It Maximum SERVICE Load Lateral Deflections PASS At maximum location values are ... DATE 0.0 PI,S 10.0 ft ... Along Y -Y 0.0 in at 0.0 ft above base 1.000 Applied Axial 5.873 k . for load combination : n/3. 0.0 PASS--1.0.0_ft_ Applied Mx 0.0 k=ft 0.3318 PASS Applied My 0.0 k -ft Along.X-X 0.0 in at 0.0 It above base 1.000 Fc: Allowable 822.75 psi for load combination : n/a 0.0 PASS 10.0 It Other Factors used to calculate allowable stresses ... PASS . Maximum Shear Stress Ratio = 0.0 :1 Bending Compression Tension Load Combination +0.60D+0.70E+H Cf or Cv : Size based factors 1.300 1.150 Location of max,above base 10:0 ft Applied Design Shear 0.0 psi Allowable Shear 170:0 psi Load Combination -Results Maximum Axial +Bending Stress Ratios Maximum Shear Ratios Load Combination C D Stress Ratio Status Location f _Stress Ratio-eStatus_LocgtL D Only 1.000 0.2147 PASS 0.0 ft 1-0-01X-48 P AS S +D+L+H 1.000 0.2147 PASS 0.0 ft Qt1rOt0 ft1- BUjLGO 0 G PASiS_ 10.0 ft A +D+Lr+H 1.000 0.3708 PASS 0.0 ft 0.0 PASS'ET}1OgEftP - +p+S+H +D+0.750Lr+0.750L+H 1.000 1.000 .0.2147 0.3318 PASS PASS 0.0 ft 0.0 ft Ad PASS 110:0 ft PASS 1 1 it F606'..01"J-ONaF +D+0.750L+0.750S+H +D+0.60W+H 1.000 1.000. 0.2147 0.2147. PASS PASS 0.0 ft 0.0 ft ssuc 0- , ft 0.0. PASS io'o n +D+0.70E+H 1.000 0.2147 PASS 0.0 ft 0.0 PASS 10.0 It +D+0.750Lr+0.750L+0.450W+H ' 1.000 0.3318 PASS 0.0 ft DATE 0.0 PI,S 10.0 ft +p+0.750L+0.750S+0.450W+H 1.000 0.2147 PASS, 0.0 ft 0.0 PASS--1.0.0_ft_ +D+0.750Lr+0.75OL+0.5250E+H 1.000 0.3318 PASS 0.0 It 0.0 AS's ----3..0. +D+0.750L+0.750S+0.5250E+H 1.000 0.2147 PASS 0.O ft 0.0 PASS 10.0 It ~ • B.G. Structural Engineering, Inc. Project Title: Bergenser Residence, Rem odei 75-17.5 Merle Drive, Suite 200 Engineer: BG Proiect ID: 908.08 Palm Desert, CA. 92211 Project Descr:, , 1-760-568-3553 Voice 1-760-586-5681 Fax Printed: 20 FEWK 9:29AM Wood Column File=s:TC6-DA-ns,>Eeta-1.EC6 ENERCALC, INC. 1983.2014, BuIld:6.14AX. 14.1.31 .i1 . Description : Column C1 Load Combination Results Maximum Axial +Bending Stress Ratios Maximum Shear Ratios. ' Load Combiriabon C D Stress Ratio Status Location Stress Ratio Status Localam' +0.60D+O.60W+H 1.000 0.1288 PASS 0.0 ft 0:0 PASS 10.0 ft +0.60D+0.70E+H 1.000 0.1288.- PASS 0.0 ft 0.0 PASS 10-0 ft Maximum Reactions.- Unfactored Note: Only. non -zero reactions are listed. X -X Axis Reaction Y -Y Axis Reaction Axial Reaction ' Load Combination @ Base @ Top @ Base @ Top @ Base D Only k k 3.400 It - Lr Only k .. k" 2.473 k D+Lr . k. k 5.873 k Maximum Deflections for Load Combinations •Unfactored Loads Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance - D Only 0.0000 in • 0.000 ft 0.000 in 0:000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft D+Lr 0.0000 in 0.000 ft 0.000 in 0.000 ft Sketches B.G.. Structural Engineering, Inc. Project Title: Bergenser Residence Remodel 75-175 Merle Drive, Suite 200 Engineer: BG Project ID. 908.08 Palm Desert, CA. 92211 Project Descr. 1-760-568-3553 Voice 1-760-586-5681 Fax Printed: 20FEB M4, 9:45AM Steel Column File =s:tEC6-DA-nsTE10-1.EC6 ENERCALC, INC. 1983-2014, 8uild:6.14.1.31.Vbr., .14.1.31 Description : Column C2 Code References Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 ' Load Combinations Used: 20091BC&ASCE7-05 General Information Steel Section Name: HSS4x4x3116 Overall Column Height 10.0 ft. Analysis Method: Allowable Strength Top & Bottom Fixity Top &. Bottom Pinned Steel Stress Grade. Brace condition for deflection (buckling) along columns Fy : Steel Yield46:0 ksi X -X (width) axis: E : Elastic Bending Modulus 19,000.0 ksi . Unbraced Length for X -X Axis buckling =10 ft, K =1.0 Load Combination: 20091BC&ASCE7-05 Y -Y (depth) axis Unbraced Length for Y -Y Axis buckling =10 ft, K =1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included: 94.030 lbsDead Load Factor AXIAL LOADS... . Axial Load at 10.0 ft, D = 3.710, LR = 2.767 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.1711 :1 Maximum SERVICE Load Reactions.. Load Combination +D+Lr+H Top along X -X 0.0 k Location ofmax.above base, 0.0 ft Bottom along X -X 0.0 k At maximum location values are... Top along Y Y 0.0 k Pa :Axial 6.571 k Bottom along Y -Y 0.0 k Pn I Omega: Allowable 38.406' k Ma -x: Applied 0.0 k -ft Maximum SERVICE Load Deflections.:. Mn -x / Omega: Allowable 8.424 k -ft Along Y -Y . 0.0 in at O.Oft above base Ma -Y :Applied 0.0. k -ft for -load combination: _ Mn -yl Omega.: Allowable 8.424 k -ft Along X -X 0.0 in at O.Oft above base for load.combination PASS . Maximum Shear Stress Ratio = 0.0 ;1 Load Combination Location of max.above base 0,0. ft At maximum location values are.. . Va : Applied 0.0 k Vn / Omega: Allowable 0.0 k Load Combination Results 'Maximum Axial + Bending Stress Ratios Maximum Shear Ratios . Load Combination Stress Ratio Status Location Stress Ratio Status Location D Only 0.099 PASS 0.00 ft 0.000 PASS 0.00 ft +D+L+H 0.099 PASS 0.00 ft 0.000 PASS 0.00 ft +D+Lr+H 0.171 PASS 0.00 ft 0.000 .:. PASS 0.00 ft +D+S+H . 0.099 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750Lr+0.750L+H 0.153 PASS O.00.ft 0.000 PASS 0.00 ft +D+0.750L+0.750S+4q 0.099 PASS 0.00 ft 0.000 0.00.ft +D+W+H 0.099 +D+0.70E+H PASS 0.00'ft !PASS 0.000 PASS -__O 00 ft Too C11 -"'s_ 0.099 +D+0.750Lr+0.750L+0,750W+H PASS 0.00 ft 0: 0.00 ft 0.153 PASS O.00 ft 0.16003010ASS; 0 t70 ft j +D+0.750L+0.750S+0.750W+H 0.099 PASS 0.00 ft 0.600 7 & (SWR +D+0.750Lr+0.750L+0.5250E+H 0.153 PASS 0.00 ft 0.j000 PASS Ot 00 DEPT-. " +D+0.750L+0.750S+0,5250E+H 0.099 PASS 0.00 ft @f4 Ol000 F( PjASSo 000 ft ® +0.60D+W+H 0.059 PASS 0.00 ft 0f000 PASS N, oToq f CTD iON +0.60D+0.70E+H . 0.059 PASS 0.00 ft . 00 . PASS 0.00 ft . DATE BY . B.G: Structural Engineering, Inc.Project Title: Bergenser Residence Remodel ' 75-175 Merle Drive, Suite 200 Engineer: BG Project ID: 908.08 Palm Desert, CA. 92211 Project Descr: 1-760-568-3553 Voice i ' 1-760-586-5681 Fax ` Printed: 20 FEB 2014, 9:45AM Steel Column File =s:tEC6-DA-11STE8lo-i.EC6 ENERCALC, INC. 1983.2014, Build:6.14.1.31, Ver.6.14.1.31 r.11 Description : Column C2 Maximum Reactions - Unfactored Note: Only non -zero reactions are listed. X -X Axis Reaction Y -Y Axis Reaction Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base D Only ti k k. 3.804-k' Lr Only k k 2.767 k D+Lr k ` k - 6.571 k Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance D Only 0.0000 in 0.000 ft 0.000, in 0.000 ft Lr Only 0.0000 in 0.000 It 0.000 in 0.000 it D+Lr * 0.0000 in. 0.000 It 0.000 In 0.000 It, ` Steel Section Properties : HSS4x4x3116 Depth 4.000 in 1 xx _ 6.21 in^4 J = 10.000 in% s xx = 3.10 in13 Width = 4.000 in R xx = 1:550 in Wall Thick = 0.187 in _ Zx = 3.670 in^3 " Area = 2.580 in^2 ' • I yy = 6.210 in A4 C =, 5.0701n"3 Weight = 9.403 plf S yy . = 3.100 in^3 R yy = 1.550 in . Yog = 0.000 in a y 0 0 v PROJECT SHEET NO. Berg er Residence B.G. STRUCTURAL Remodel JOB No. 908.08 ITEM DATE Foundations - ENGINEERING. Feb. 2014 ENGINEER BG R B.G. Structural Engineering, Inc. D Project Title: Bergenser Residence -Remodel L 75-175 Merle Drive, -Suite 200 = 3.710 Engineer: BG Proiect ID: 908.08, Palm Desert, CA. 92211 = 0.0 Project Descr: 0.0 1-760-568-3553 Voice = 0.0 •0.0 0.0 1-760-586-5681 Fax = 0.0 0'0 0.0 . V -x = 0.0 0.0. Printed: 20 FEB 20A 9:47AM V -z . General Footing 0:0 FIe=S:.Ecs-DA-11STE81H.EC6 . ENERCALC, INC. 1983-2014, Build:6.14.1.31,Yer:6.14.1.31 Description : Foundation F1 Code References . Calculations per ACI 3.18-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: 20121BC&ASCE7-10 General Information Material Properties Soil Design Values fc : Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf . fy : Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec Concrete Elastic Modulus = .3;122.0 ksi Soil Passive Resistance (for Sliding) _ 250.0'pcf Concrete Density. _ 145.0 pcf Soil/Concrete Friction Coeff. _ 0.30 N Values Flexure _ 0:90 'Shear . = Analysis Settings 0.750 Increases based on footing Depth Min Steel /D Bending Reinf: = Footing base depth below soil surface = Allowable pressure increase per foot of deptl= 1.50 ft 0.0 ksf Min Allow % Temp Reinf. _ 0.00180 when footing base is below = 0.0 ft Min. Overturning Safety Factor = 1.50 ;1 Min. Sliding Safety Factor. = 1.50 :1 'Increases based on footing plan.dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of dept = 0.0 ksf Use. fig wt for stability, moments & shears Yes when maximum length or width is greater4 0.0 ft Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No Dimensions Width parallel to X -X Axis = 2.750 It Z Length parallel to Z 2 -Axis = 2.750 ft Footing Thicknes = 18.0 in t Pedestal dimensions... y X px : parallel to X -X Axis = 0.0 in pz : parallel to Z -Z Axis= 0.0 in Height _. 0.0 in x m Rebar Centerline:to Edge of Concrete:.: it L at Bottom of footing = 3.0 in ti `D Reinforcing Bars parallel to X -X Axis Number of Bars = 4 Reinforcing Bar Size = # 5 Bars parallel to Z -Z Axis - lal, Number of Bars = 4IVI VIVIV;Reinforcin Bar Siz1# 5 g I IVIV r Bandwidth Dis ri t bution Check (ACI15.4.4.2)iDirection Requiring Closer Separation n/a_ _ - - - - - - # Bars required within zone . n/a # Bars required on each side of zone n/a Applied Loads S' I "n Gf r Ui- LEA Q up, rr'-A o.o I LJuILo:dING & roto-' Co o,:4' 0.0 ,SOA) m R A 0 0 n? C1 0.0 0"0 ® r0:0 0.0kft o.o Fgiro_CO_ NS:O{oi10 o k ft i6&?l - . 0.0' 0.0 0.0 0.0 k Q.1 DATE . 0.0 0.0 0.0 k BY D Lr. L P: Column Load = 3.710 2.767 0.0 OB : Overburden = 0.0 0.0 0.0 M -XX = 0.0 •0.0 0.0 M-zz = 0.0 0'0 0.0 . V -x = 0.0 0.0. 0.0 V -z . = 0.0 0:0 0.0. S' I "n Gf r Ui- LEA Q up, rr'-A o.o I LJuILo:dING & roto-' Co o,:4' 0.0 ,SOA) m R A 0 0 n? C1 0.0 0"0 ® r0:0 0.0kft o.o Fgiro_CO_ NS:O{oi10 o k ft i6&?l - . 0.0' 0.0 0.0 0.0 k Q.1 DATE . 0.0 0.0 0.0 k BY B,G. Structural Engineering, Inc. Project Title: Bergenser Residence Remodel 75-175 Merle Drive, Suite 200 Engineer: BG Project ID: 908.08 Palm Desert, CA. 92211 Project Descr, 1-760-568-3553 Voice 1-760-586-5681 Fax Printed: 20 FEB Ei14. 9:474 General Footin . File =s:\EC6-DA-11sTE81D-1.EC6 Footing. ENERCALC, INC. 1983-2014, Build:6.14.1.31, Ver,6.14.1.31 Description : Foundation F1 DESIGN SUMMARY - • Min. Ratio Item Applied Capacity Governing Load Combination PASS . 0.7160 Soil -Bearing . 1 1.074.ksf 1.50_ ksf +D+Lr+H-about Z -Z axis PASS n/a Overturning - X -X 0.0 k -ft 0.0 k -ft No Overturning PASS n/a. Overturning - Z -Z 0.0 k -ft 0.0 k -ft. No Overturning PASS n/a Sliding - X -X 0.0 k 0.0 k No Sliding . PASS, n/a . Sliding - Z -Z : 0.0 k 0.0 k No Sliding PASS n/a ' Uplift 0,0 k 0.0 k No Uplift -PASS 0.04621 Z Flexure (+X) 1.357 k -ft 29060 k -ft +1.20D+1.60Lr+0.50L PASS .0:04621 Z Flexure (-X) 1.357 k -ft 29.360 k -ft +1.20D+1.60Lr+0.50L PASS 0.04621 X Flexure (+Z) 1,357 k -ft 29.360 k -ft +1.20D+1.60Lr+0.50L PASS 0.04621 X Flexure (-Z) 1.357 k -ft 29.360 k -ft +1.20D+1.60Lr+0.50L PASS 0.01462 1 -way Shear (+X) 1.096 psi 75.0 psi +1.20D+1.60Lr+0.50L PASS 0.01462 1 -way Shear (-X) 1.096 psi 75.0 psi +1.20D+1.60Lr+0.50L PASS 0.01462 1 -way Shear (+Z) 1.096 psi 75.0 psi +1.20D+1.60Lr+0,50L PASS 0.01462 1 -way Shear (-Z) 1.096 psi 75.0 psi +1.20D+1.60Lr+0.50L PASS 0.06289 2 -way Punching 9.433 psi 150,0 psi +1.20D+1.60Lr+0.50L Detailed Results -Z Bottom 0.3888 Min TemD % Soil Bearing Mu k -ft Rotation Axis & Actual Soil Bearing Stress Actual /Allowable Load Combination... Gross Allowable Xecc Zecc +Z +Z -X -X Ratio Overturning: Stability Phi Mn Status k -ft Rotation Axis & 0.9371 Load Combination... Overtuming Moment `'Resisting Moment Stability Ratio Status Footing Has.NO Overturning Min TemD % Sliding Stability. All units k Force Application Axis .X -X. +1.40D Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding 0.3888' Footing Flexure 0.4509 Flexure Axis & Load Combination Mu k -ft Which Bide ? Tension @ Bot or Top ? As Req'd in A2 Gvm. As in"2 Actual As in'2 Phi Mn Status k -ft X -X. +1,40D. 0.9371 +Z Bottom 0.3888 Min TemD % 0.4509 29.360 OK .X -X. +1.40D 0.9371 -Z Bottom 0.3888' Min TemD % 0.4509 29.360 OK X -X. +1.20D+O.50Lr+1.601-+1.60H 0.9762 +Z Bottom 0.3888 Min TemD % 0.4509 29.360 OK X -X. +1.20D+0.50Lr+1.60L+1.60H 0.9762 -Z Bottom 0.3888 Min TemD % 0.4509 29.360 OK X -X, +1.20D+1.60L+0.50S+1.60H 0.8032 +Z Bottom 0.3888 Min TemD % 0.4509 29.360 OK X -X, +1:20D+1.60L+0.50S+1.60H 0.8032 -Z Bottom 0,3888 Min TemD % 0.4509 29,360 OK X -X, +1.20D+1.60Lr+0.50L 1.357 +Z Bottom 0.3888 Min TemD % 0.4509 29.360 OK X -X, +1.20D+1.60Lr+0.50L 1.357 -Z Bottom 0.3888 Min TemD % 0.4509 29,360 OK. X -X, +1.20D+1.60Lr+0.80W . 1.357 +Z Bottom 0.3888 Min TemD % 0.4509 29.360 OK X -X, +1.20D+1.60Lr+0.80W . .1.357 -Z Bottom 0.3888 Min TemD % 0.4509 29.360 OK X -X, +1.20D+0.50L+1.60S 0.8032 +Z Bottom 0.3888 Min TemD % 0,4509 29.360 OK X -X, +1.20D+0.50L+1:60S 0.8032 -Z Bottom 0.3888 Min TemD % 0.4509 29.360 OK X -X. +1.20D+1.60S+0,80W 0.8032 +Z Bottom 0.3888 Min Temp % 0,4509 29.360 OK X -X. +1.20D+1.60S+0.80W 0.8032 -Z Bottom 0.3888 Min TemD % 0.4509 29,360 OK X -X, +1.20D+0.50Lr+0.50L+1.60W 0.9762 +Z Bottom 0.3888 Min TemD °/r'"" '-0;4509 29 360 OK X -X. +1.20D+0.50Lr+0.50L+1.60W 0.9762 -Z Bottom 0.3888 Min Temd % CI 0. 509-®9360 OK X -X, +1,200+0.50L+0.50S+1.60W 0.8032 +Z Bottom 0.3888 Min Temo % 0451)9 LA i29i6b " ' OK X: -X, +1.20D4O.5OL+O,50S+1.6OW 0.8032 -Z Bottom 0.3888 Min Temp %BUILDIfQ4_509 293(3,0 29 36 OK OK X -X, +1.20D+0.50L+0.20S+E 0.8032 +Z Bottom 0.3888 Min.Temb % 0.4509 A Ot 509 OK X -X, +1.20D+0.50L+0:20S+E 0.8032 -Z Bottom 0.3888 Min TemD % 29:361 - ~- OK. X -X, +0.90D+1.60W+1.60H 0,6024 +Z Bottom . 0.3888 Min TemD % FOR 0;4500 29:360 J OK X -X. +0.90D+1.60W+1.60H 0.6024 -Z Bottom 0.3888 Min TemD % b'4'Sb 9 STRU2-:3'61 N OK X -X, +0.90D+E+1.60H 0.6024 +Z Bottom 0.3888 Min TemD % 0.4509 29:360 OK X -X. +0.90D+E+1.60H 0.6024 -Z Bottom . 0.3888 . Min TemD ATE 0.4509 29.360 OK Z -Z, +1.40D 0.9371 -X Bottom . 0.3888 Min TeD % X0:4509_ Ely 29.360 OK B.G. Structural Engineering, Inc.. Project Title: Bergenser Residence Remodel ' 75-175 Merle Drive, Suite 200 Engineer: BG Project ID: 908.08 Palm Desert, CA. 92211 Project Descr: 1-760-568-3553 Voice 1-760-586-5681 Fax ' Printed: 20 FES 2014, 9.47AM . General Footin File=sAEc6-DA-1\s>E81a-1.Ec6 g ENERCALC, INC. 1983.2014, Build:6.14.1.31, Ve614.1.31 #,.:.--..'KW;06003989Licensee EIGSTRUCTURALIENGINEERIN Description: Foundation F1 Z -Z, +1.40D. 0.9371 +X Bottom 0.3888 Min Two % • 0.4509 29.360 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 0.9762 -X Bottom 0.3888 Min TemD % 0.4509 29.360 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 0.9762 +X Bottom 0.3888 Min TemD% 0.4509 29.360 OK ' 1. CITY OF Lia @ VTq g ,BUILDING & SAFETY r DEPT. APPR VE FOR CONSTRUCT-iON. } _ . DATE_ BY . ' B.G. Structural Engineering, Inc. Project Title: Bergenser Residence Remodel 75-175 Mede Drive, Suite 200 Engineer: BG Project ID. 908.08 Palm Desert, CA. 92211 Project Descr: OK 1-760-568-3553 Voice 0.8032 +X Bottom 1-760-586-5681 Fax Min Temo % 0.4509 29.360 Pfl ted: 20 F930 9:4744 General FootingFile=S:1EC6-°A-1M10-1.EC6 1.357 -X Bottom 0.3888 Min TemD %° ENERCALC, INC. 1983-2014, Buiid:6.14.1.31,W.i.14.1.31 . 29.360 c Description : Foundation F1 1.357 +X Bottom Footing Flexure Min Two % 0.4509 Flexure Axis & Load Combination Mu Which Tension @ As Req'd Gvm. As Actual As PhrMn Status OK k -ft Side ? . Bot or Top ? 1n"2 in^2 in^2 k -ft Z -Z. +1.20D+1.60L+0.50S+1.66H 0.8032 -X Bottom 0.3888 • Min TemD % 0.4509 29.360 OK Z -Z, +1.20D+1.60L+0.50S+1.60H 0.8032 +X Bottom 0.3888 Min Temo % 0.4509 29.360 OK Z -Z, +1.20D+1.60Lr+0.50L 1.357 -X Bottom 0.3888 Min TemD %° 0.4509 29.360 OK Z -Z. +1.20D+1.60Lr+0.50L 1.357 +X Bottom 0.3888 Min Two % 0.4509 29.360 OK Z -Z. +1.20D+1.60Lr•+0.80W 1.357 -X Bottom 0.3888 Min Temo % 0.4509, 29.360 OK Z -Z, +1.20D+1.60Lr+0.80W 1.357 +X Bottom 0.3888 Min Temp % 0.4509 29.360 OK Z -Z. +1.20D+0.50L+1.60S 0.8032 -X Bottom 0.3888 Min TemD % 0.4509 29.360 OK Z -Z. +1.20D+0.50L+1.60S 0.8032 +X Bottom 0.3888 Min TemD % 0.4509 29.360 OK Z -Z. +1,20D+1.60S+0.80W 0.8032 -X Bottom 0.3888 Min TemD % 0.4509 29.360 OK Z -Z. +1.20D+1.60S+0.80W 0.8032 +X Bottom 0.3888 Min TemD % 0.4509 29.360 OK Z -Z. +1.20D+0.50Lr+0.50L+1.60W 0.9762 -X Bottom 0.3888 Min TemD % 0.4509 29.360 OK Z -Z, +1.20D•+0.50Lr+0.50L+1.60W 0.9762 +X Bottom 0.3888 Min TemD % 0.4509 29.360 OK Z -Z, +1.20D+0.50L+0.50S+1.60W 0.8032 . -X Bottom.. 0.3888 Min TemD %. 0.4509 29.360 OK Z -Z. +1.20D+0.50L+0.50S+1.60W 0.8032 +X Bottom 0.3888 Min TemD % 0.4509 29.360 OK Z -Z. +1.20D+0.50L+0.20S+E 0.8032 -X Bottom 0.3888 Min TemD %, 0.4509 29.360 OK Z -Z. +1.20D+0.50L+0.20S+E 0.8032 +X Bottom 0.3888 Min TemD % 0.4509 29.360 'OK Z -Z, +0.90D+1.60W+1.60H 0.6024 -X Bottom 0.3888 Min Temo % 0.4509 29.360 OK Z -Z, +0.905+1.60W+1.60H 0.6024 +X Bottom 0.3888 Min TemD % 0.4509 29.360 OK Z -Z, +0.90D+E+1.60H 0.6024 -X Bottom '0.3888. Min TemD % 0.4509 29.360 OK Z -Z, +0.90D+E+1.60H 0.6024 +X Bottom 0.3888 Min TemD % 0.4509 29.360. OK One Way Shear Load Combination... Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn Vu I Phi'Vn Status +1.40D 0.7573 osi 0.7573 Dsi 0.7573 Dsi . 0.75.73 Dsi 0.7573 Dsi 75 Dsi 0.0101 OK +1.20D+0.50Lr+1..60L+1.60H 0.7888 Dsi 0,7888 Dsi 07888 Dsi 0.7888 Dsi 0.7888 Dsi 75 Dsi 0.01052 'OK +1.20D+1.60L+0.50S+1.60H 0.6491 o'si 0.6491 Dsi 06491 Dsi 0.6491 Dsi 0.6491 Dsi 75 Dsi 0.008654 OK +1.20D+1.'60Lr+0.50L 1.096 Dsi 1.096 Dsi 1..096 Dsi' 1.096 Dsi 1.096 Dsi 75 Dsi 0.01462 OK +1.20D+1.60Lr+0,80W 1.096 Dsi 1.096 Dsi 1.096'Dsi 1.096 Dsi 1.096 Dsi 75 Dsi 0.01462 OK +1.20D+0.50L+1.60S 0.6491 Dsi 0,6491 Dsi 0.6491 Dsi 0.6491-Dsi 0.6491 osi 75 Dsi 0:008654 OK +1.20D+1.608+0.80W 0.6491 Dsi 0.6491 Dsi 0.6491 Dsi 0.6491 Dsi 0.6491 Dsi 75 Dsi 0.008654 OK +1.20D+0.50Lr+0.50L+1.60W 0.7888 Dsi 0.7888 Dsi 0.7888 Dsi. 0.7888 Dsi 0.7888 Dsi 75 Dsi 0.01051 OK +1.20D+0.50L+0.50S+1.60W 0.6491 Dsi 0.6491 Dsi 0.6491 Dsi 0.6491 Dsi 0.6491 Dsi 75 Dsi 0.008654 OK +1.20D+0.50L+0.20S+E 0.6491 Dsi 0.6491 Dsi 0.6491 Dsi 0.6491 Dsi . 0.6491 Dsi 75 Dsi. 0.008654 OK +0.90D+1.60W+1.60H 0.4868 Dsi . 0.4868 Dsi 0.4868 Dsi 0.4868 Dsi osi 75 Dsi 0.006491 OK +0,900+E+1.60H 0,4868 Dsi 0.4868 Dsi 0.4868 Dsi 0.4868 Dsi .0.4868 0.4868 Dsi 75 Dsi 0.006491. OK Punching Shear. All units k Load Combination..: Vu Phi*Vn Vu I Phi*Vn Status +1.40D 6.516 Dsi 150Dsi 0.04344 OK +1.20D-450Lr+1.60L+1.60H 6.787 osi 15GI)Si 0.04525 OK +1.20D+1.60L+0.50S+1.60H 5.585 osi 150Dsi 0.03723 OK +1.20D+1.60Lr+0.50L 9.433 osi 1500si- 0.06289 OK +1.20D+1.60Lr+0.80W 9.433 osi 150osi 0.06289 OK - +1.20D+0.50L+1.60S 5.585 Dsi 150Dsi 0.03723 OK +1.20D+1.60S+0.80W 5,585 psi 150Dsi 0.03723 OK +1.20D+0.50Lr+0.50L+1.60W 6.787 Dsi 1500si 0,04525 OK +1; 20D+0.50L+0.50S+1.60W 5.585 Dsi 150DSil 0.03723. OK +1,20D+0.50L+0.20S+E 5.585 osi 150osi 0.03723 OK . +0.90D+1.60W+1.60H 4.189 psi 150Dsi 0.02793 OK +0.90D+E+1.60H 4.189 Dsi. 150Dsi 0.02793 OK PITY, OF LA QUINTA BUILDING & SAFETY DEPT. APO.® FOR CONSTRUCTION DATE ' BY PROJECT Bergenser Residence SHEET NO. Remodel B.G. STRUCTURAL JOB NO. ITEM 908.06 Lateral ENGINEERING DATE Feb. 2014 ENGINEER ' BG B.G. Structural Engineering, Inc. Title : Bergenser Residence Remodel Job # 908.08 43-100 Cook Street, Suite 203 Dsgnr: BG Date: 9:52AM, 20 FEB 14 Palm Desert, CA. 92211 Description - (760) 568-3553 Voice, (760) 568-5681 Fax Scope Rev: 560100 User. KW -0603989, Ver 5.6.1, 25-0«_2002 (c)1983-2002 ENERCALC Engineering, Software Plywood Shear Wall &.Footing ) •.• Page 1. _ s:1ec datalsVads 908-08.ec .P cutations ' Description Shear Wall 1 w/o Point Load General Information #Plywood Layers ..2. .-Wall Length- 2:670 ft End -Post Dimension ' " -3:50-in -- Plywood Grade Structural I ' Wall Height 10.000 ft Seismic Factor 0.210 Nail Size 8d Wall Weight 17.000 psf Nominal Sill Thick. 3,00 t Thickness 15/32" Ht / Length .3.745. Stud Spacing 16.00 in , Loads Vertical Loads..., Point Load # 1 0.00 lbs, at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs of ft Uniform Load # 1 72.00 #/ft 0.00 ftto 2.67 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads...... Uniform Shear @ Top of Wall 763.10 #/ft 2.670 ft = --2,037 . lbs , Uniform Shear @ Top of Wall 0.00 #/ft 2:670 ft = .48 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @, Top of. Wall 0.00. lbs. Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 1.250 ft Concrete. Weight 145.00 pcf Wall Length Past Right Edge of Wall 2.670 ft ft Rebar Cover 3.00 in .4.750 Footing Length - 8.670 ft fc Fy 2,500.00 psi 60,000.00 psi Footirig Width 3.00 ft . Min. Steel As % 0.00140 ' Footing Thickness . 24.00 in .Summary Design OK Wall Summary... Using 15/32" Thick Structural I on 2 side/s, Nailing is. 8d at in @ Edges, 8dat12 in @ Field Applied Shear= .798.8#/ft, Capacity 860.000#/ft -> OK Wall Overturning = 20,851.04, Resisting Moment = 862.6ft-#, End Uplift=.7,486.431bs Max. Soil Pressures: @ Left = 1,610.7psf, @ Right = 1,294.4psf Sill Bolting: 1/2" Bolts @ 12.69in,.5/8" Bolts @ 19.88in, 3/4" Bolts @ 28.57in Footing Summary... . Max. Footing Shear = 7.64psi, Allowable= 100.00psi -> OK Bending Reinforcement Req'd @ Left = 1.06in2, @ Right .= 1.06in2 Minimum Overturning Stability Ratio = 1.548: 1 Simpson Hold Down. Options Choices for LEFT Side of Wall to Footing..... HD7, Capacity = 75501bs HD10A, Capacity = 9540lbs HD9, Capacity = 8565lbs HD12, Capacity = 10965lbs Choices for RIGHT Side of Wall to Footing..... HD7, Capacity= HD10A, Capacity HD9, Capacity = HD12, Capacity = DOVIDS =595 NTY OF"LA QUINTA 10965 J1 sLD1NG & SAFETY DEPT. APPROVED FOR CONSTRUCTION UA1E v B.G. Structural Engineering, Inc.Title c Bergenser Residence Remodel 'Job # 908.08 43-100'Cook Street, Suite 203 Dsgnr: BG Date: 9:52AM, 20 FEB 14 Palm Desert, CA. 92211 Description (760) 568-3553 Voice (760) 568-5681 Fax Scope: Rev: 560100 User: KW-0603989,Ver5.6.1,25-Od-2002 Plywood Shear Wall & Footing (c)1983-2002 ENERCALC Engineering " Page 2. Software J s:lecdatMstrads 908-08.em Calculations mgomgmmm Description . Shear Wall 1 w/o Point Load . Footing Analysis ' - ---Lateral-Forces Acfina in Direction Soil Pressures... - To Left... To Right:: ' Ecc. of Resultant @ Footing Centerline. 3.205 ft 2:929 ft Soil Pressure @ LEFT Side of Footing 1,610.75 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,294.36 psf Moments... Actual Mu @ Left Wall Edge 90.22 ft-# 18,520.80 ft-# Actual Mu @, Right Wall Edge 2,711.95 ft-# 713.67 ft-# Shears... vu/.85 @'d' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @'d' from Right Wall Edge' 3,554 psi 7.635 psi Allowable Vn 100.000 psi 100.000 psi Overturning... , Overturning Moment 25,116.96 ft-# 25,116:96 ft-# Resisting Moment 38,878.88 ft-# 41,140.37 ft -# Overturning Stability Ratio, 1.548 :1 1:638 :1 J. r CITY ® LA QUIN tl A I► G & SAFETY DE PT. BUILD AP p, Fj'®V. FOR CONSTRUCTION DATE ==----- BY _ B.G. Structural Engineering, Inc. Title : Bergenser Residence Remodel ' Job #1908.08 43-100 Cook Street, Suite 203 Dsgr BG Dater 9:53AM, 20 FES 14 Palm Desert, CA. 92211 ' Description (760) 5684553 Voice (760) 568-5681 Fax Scope: Rev: 550100 User..KW-0603989,Ver 5.6.1,25.0«-2002 (c)1983-2002 ENERCALC Engineering Software pl ood Shear Wall &Footing - Page 1 7 " . sAec•datalstracts 908-08.emCalculations i Description Shear all 1 w/ Point Load General Information —_ Plywo-od.Layers ... _2... ...._Wall -Length 2:670 ft -End-Post-Dimension -- 3 %in Plywood Grade Structural I Wall Height 10:000 ft Seismic Factor 0.2111' Nail Size 8d - Wall Weight 17.000 psf Nominal Sill Thick.- Thickness 15/32" .00 Ht / Length 3.745 Stud Spacing 16.00 in Loads - Vertical Loads... Point Load #1 5,832.00 lbs at 2.67 ft - Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at _ - ft ry Uniform Load # 1 72.00 #/ft. 0.00 'ft to 2.67 ft 'Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 763.10 #/ft 2.670 ft = 2,037.48 lbs Uniform Shear @ Top of Wall 0.00 #/ft 2.670 ft = " 0.00 lbs Strut Force Applied @ Top of Wall' 0.00 lbs. Strut Force Applied @ Top of Wall 0.00 lbs - Moment Applied @Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 1.250 ft Concrete Weight 145.00 pcf Wall Length Past Right Edge of Wall 2.670 ft Rebar Cover 3.00 in 4.750 ft pc Footing Length 2,500.00 psi 8.670 ft Fy 60,000.00 psi Footing Width 3.00 ft . ' Min. Steel As % , 0.00140 - Footing Thickness 24.00 iri Summary c.. Design OK Wall Summary.,.. Using 15/32" Thick. Structural I on 2 side/s,. Nailing is 8d at 4 in @ Edges, 8d at 12 in @ Field . Applied Shear = 798.8#/ft, Capacity= 860.000#/ft -> OK Wall Overturning = 20,851,.4ft-#, Resisting Moment = 862.6ft-#, End Uplift = 7,486.43lbs - Max. Soil Pressures: @ Left = 1,360.4psf, . @ Right= 1,114.Opsf Sill* Bolting: 1/2" Bolts @ 12.69in, 5/8" Bolts @ 19.88in,. 3/4" Bolts @ 28.57in `-Footing Summary... Max. Footing Shear = 8.60psi, Allowable = 100:00psi -> OK Bending Reinforcement Req'd Minimum @ Left = 1.06in2, @. Right = 1.06in2 Overturning Stability Ratio =.2.458: 1 pAr jDc L QUIN, Simpson Hold Down Options i. BUILUiiv",-A cx • Choices for LEFT Side of Wall to Footing....: HD7, Capacity = 7550lbs Choices for RIGHT Side of Wall'to.Er HD2A, Capacity = 277516s14 CUNSTRUCTIOI I H010A, Capacity = 9540lbs HD2, Capacity L 2815lbs HD9, Capacity = 85651bsPHD2, Capacity,= 36101bs . HD1.2, Capacity = 109651bs HD5A, Capacity = 4'0101bs—N— . BY f' i . N B.G. Structural Engineering, Inc. Title : Bergenser Residence Remodel Job # 908.08. 43-100 Cook Street, Suite 203 Dsgnr: BG, Date: 9:53AM, 20 FEB U - Palm Desert, CA. 92211 Description (760) 568-3553 Voice (760) 5684681 Fax Scope ' Rev: 560100 user. KW -0603989, ver 5.6.1, 25 -Oct -2002; Plywood Shear Wall &.Footing Page 32', (c)1983-2002 ENERCALC Engineering Software sAec-data%stracts 908-08.emr--Calculati Description Shear Wall 1 w/ Point Load,. . Footing Analysis --Forces Acting in Direction 'Soil Pressures... To Left... To Right:.. Ecc. of Resultant @ Footing Centerline 2.045 ft 1.538 ft'. Soil Pressure @ LEFT Side of Footing 1,360.39 psf 0.00 psf Soil Pressure @.RIGHT Side of Footing 0.00 psf 1,114.02 psf Moments... Actual Mu @ Left Wall Edge 2,575.92 ft-# - 23,290.54 ft-# Actual Mu @ Right -Wall Edge 82.44 ft-# 646.99 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 3.304 psi 8.599 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 25,116.96 ft-# 25,116.96 ft-# Resisting Moment 61,740.32 ft-# 68,842.37 ft-# Overturning Stability Ratio 2.458 :1 2.741 :1 ^ _, CITY OF A QUINTA I. BUILDING & SAFETY DEPTe VE® ' I FOR CONSTRUCTION _ DATE _- By i i