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12-0644 (RER)
41 P-.O.,BOX 1504 VOICE (760).777-7012 78-495'CALLE TAMPICO FAX•(760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7.153 BUILDING PERMIT Date: 6/28/12 Application Number: 12-00000644 Owner. Property Address: 80111 VIA PESSARO LEMMAN APN: 772-550-025- - - 80111 VIA PESSARO Application description: REMODEL RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 350000 Contractor: D d Applicant: - Architect or Engineer:" - SPONG CONSTRUCTION, R "E T 12375 "SKYLINE DRIVE JUS DESERT HOT SPRINGS, 240 (760)333-1299. Lia.. No.: 810'239 FVC QUINTA --1)EP-r LICENSED CONTRACTOR'S DECLARATION - WORKER'S' COMPENSATION DECLARATION _ thereby affirm under penalty of perjury that Iam licensed under provisions of Chapter -9 (commencing with '- - I hereby affirm under penalty of perjury one of the following declarations: Section 7000). of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of,consent to self -insure for workers' compensation, as provided 'License Class: B 'License No.: 810239 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is 4.issued. - - Dato` Contractor._/_[Jj _ I have and will maintain woikers' compensation insurance, as required by Section 3700 of the Labor J ` 1 ' Code, for the performance of the work for which this permit is issued. My workers' compensation • WNER-BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that a .exempt from the Contractor's State License Law, for the Carrier EXEMPT Policy Number EXEMPT following reason (Sec. 7031 .5'; Business. and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued,.) shall not employ. any. construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, it I should become subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Labor. Code,,��I shall forthwith comply with those provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by SYUN�' CO�ISf'VCA'ton any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: •. Date: 4/01q/) 2 - Applicant: 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 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL _. Contractors'. State License Law does not apply to an owner of property who builds or improves thereon, - SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND - • . and who does the work himself or herself through his or her own -employees, provided that the • - DOLLARS ($100,000). IN ADDITION TO THE COST OF.COMPENSATION, DAMAGES AS PROVIDED FOR IN improvementsare not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE; INTEREST, AND ATTORNEY'S FEES. . 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.). APPLICANT ACKNOWLEDGEMENT (_ 1 1, as owner of the property, amexclusivelycontracting with licensed' contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. - property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1 . Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State,License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, (_ 1 I am exempt under Sec. , B.&P.C: for this reason the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being - - performed under or following. issuance of this permit. Date: Owner: - 2. Any permit issued as a result of this application becomes null and voidif work is not commenced , within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject - " CONSTRUCTION LENDING AGENCY permit to cancellation. . hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the I certify that 1 have read this application and state that the above information is correct. I agree to comply with all - work for which this permit is issued (Sec. 3097, Civ. C.).. - city and county ordinances and state laws relating to building construction; and hereby authorize representatives of this county to enter upon the above-mentioned property fo inspection purposes. Lender's Name-- " Date: Signature (Applicant or Agent): . Lender's Address: LQPERMIT - . • ,- .. - Application Number . . . . . .12-00000644 ------ -Structure Information INTERIOR/EXTERIOR REMODEL [ENGINEERED] ----- Other.struct info . . . . CODE.EDITION 2010 Permit BUILDING PERMIT Additional desc.. Permit Fee . . 1514.50 Plan Check Fee 984.43 Issue Date . . Valuation 350000 Expiration Date 12/25/12 Qty Unit Charge Per. Extension BASE FEE 639.50 250.00 3.5000 THOU .BLDG"1001001-500,000 '875.00- Permit . . . ELECT - ADD/ALT/REM Additional desc Permit Fee- •96.60 Plan Check Fee 24.15 Issue Date . . . . Valuation 0 Expiration Date 12/25/12 Qty Unit_ Charge Per Extension BASE FEE 15.00 20.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 15.00, 148.00 .4500 EA ELEC DEVICE/FIXTURE >20 66.60. Permit . . . MECHANICAL . Additional desc . - Permit Fee 19.50 Plan Check Fee 4.88 Issue Date Valuation 0 Expiration Date 12/25/12 Qty Unit Charge Per Extension BASE FEE 15.00. 1.00 4.5000 EA MECH VENT INST/ DUCT ALT 4.50 Permit. . . . PLUMBING Additional desc . Permit Fee 45.00 Plan Check Fee 11,25 . . . . Issue Date Valuation 0 Expiration Date 12/25/12 Qty Unit Charge Per Extension BASE FEE 15.00 4.00 6.000.0 EA PLB FIXTURE 24.00 LQPERMIT Application Number 12-00000644 Permit . . . . PLUMBING Qty Unit Charge Per Extension 1.00 3.00.00 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA PLB GAS PIPE 1-4.OUTLETS 3.00 Special Notes and Comments RESIDENTIAL REMODEL THROUGHOUT ENTIRE RESIDENCE, INCLUDING WINDOW-'CHANGE OUTS AT OFFICE, EXERCISE ROOM AND MASTER BATHROOM (ENGINEERED] APPROVED WITH COMMENTS, LISTED DECORATIVE CHIMNEY SHROUD AND AFCI-PROTECTION. THIS PERMIT DOES NOT INCLUDE ALTERATION TO EXISTING MECHANICAL EQUIPMENT OF ADDITIONAL ` SQUARE FOOTAGE. 2010 CALIFORNIA BUILDING CODES. June 28, 20.12 2:32:23 PM AORTEGA -------------------------------------------------------------- Other.Fees . . BLDG STDS ADMIN-(SB1473), ---- 14..00 - ENERGY REVIEW FEE 98.44 STRONG MOTION (SMI) - RES 35.00 Fee "summary Charged Paid Credited Due Permit 'Fee Total 1675.60 .00 00 167.5.60 - Pian Check-Total 1024.71 .00 .00- 1024.71 Other Fee Total 147:44 .00 .00 147.44 Grand Total 2847.75 .00.00 284.7.75 LQPERMIT Bin. City of La Quina BU1 tflnt & Safety Divtston P.O. Box 1504, 78-495 Calte Tarnpko Permit # .Qulnta, CA 92253 - {760} 777.-7012 CaPermit Building Ap Iicadon"and Tr ' p Tracking.Sheet Project.Addcess:C�e:-��� pd t°$ Q►\ Owner's Name:. D -gm LeMmQ/) A. P. Number: -777„,2 • - Aftew . . �© t I l S SQ (L0 Dk� Legal Description: CitY, ST, Zip- LA- (a N TA ti) Contractor 5,Onl ns (I� - t� Telephone: -5 -7 • ?qR 4(016 Address: 1.Q3 5 S K L I N2 .) 2 d k Pioject Description: Ne w J. )(J .k�c, CPAn e c Civ-sT,4: De -se -2•F• Vb4. .2t S �' JJewTrle �'IooKS New Car e*WI-Q-&7,14 Telephone: 760-3-73-1=11 b `� ws we oa3Cy State Lia #: (' I City Lir. #; - I� . a OI J 'fit �4CQS . Olt C F i,e 6 q�. r AmfL, E'-, Designer: CJ4 P CS me 4&Vr' Address: 7S- • 1 5 srC f �eS weN�u,Js City, ST, Zip: P cA - i I �J�..2, Cokimns. t N 'Fn t uq a1.�✓1 M Telephone: 760 _3 �(e g01 Construction Type:. MauP\ State Lia #: t . 179 3 7 Occupancy: s',", D Name of Co�sx Person: {�� S A Ptojecttype (circleone): New Add'n Al Repair. o • Telephone#.ofContact Person: Q.3 G 90/4-3SD • Sq. Ft: 5 # Stories: # Unit;:�p� Ra " Estimated Value of project �� APPLICANT: DO NOT WHITE BELOW THIS UNE s S({M d Submittal Pfau Sets Beq•d flikevitwed TBACfOTIC PERFEES plan Citetk submitted (O Ieem Amoaat 1 JJJ Structaia! Ca[es , ready for corrections ------------ Ylw Chcdc Deposit. Truss Calcs. Called Contact Person PlaE(Clhe"ck ahner,T1de 24 Calci.Ptaae picked up 4CaY Flood plata plan Plans resubmitted.. • Mechanical Giadlag plan 2" Review, ready for correedoWtssue Electrical Subeoatector List Called Contact Person Plumbing " Grant Deed Pians packed up S M.L HOA. Approval __]Placa resubmitted Grading IN HOUSE:. Rgview, ready for correctionvInae Developer Impact Fee h Planning Approval" Called Contact Person AJ I A.LP.P. Pub. W6. Appr Date of permit issue School Fees Total Permit Fees l2l0 :2cc:J A ap • (o �Z$ Zst2 �. 11K`4TtR /h�p�d�J .... .. • " • �0"f ._gid �� . yl,� � : � : .. " .. . _ . n CITY OF LA QUINTA'SUB-CONTRACTOR LIST JOB ADDRESS �1�� �IJQ i"eSS0.RO. PERMIT NUMBER -OWNER LLMM0.l\ BUILDER 30M 8 This form'shall be costed `on the lob with the Building InspectionCard at all times Ina conspicuous place. Only persons appearing on this list or their erhployees are authorized to work on this job.Any changes to this list must be approved by the Building Division prior to commencement of work._ Failure to comply will result in a stoppage of work and/or the voidance .w of building permit. For each applicable trade, all information requested below must be • complete A by applicant. "On File' is not an acceptable response. Trade / Classification -v. .T,..•:;:..;.. :: .' Contractor �„ � , r.,;&tate.:Contraetors Ueeltaa .: ,, <� x 6 .:f L r„r'9 .Z, R.a ., Valex. n7y.:, ; WorlleratGom-ensadon.(nsurencii .. Cit `[ iislnegs UCanso..:. Company Name Classiricatlon (e.g. A, B, C-8) License Number (xXIX%x) Exp. Date (xx/xx/xil Carrier Name (e.g. State Fund, CalComp) Poky Number (Format Vedas) ,Exp. Date ' Ixx/xx/xz) License Number Ixxxxl Exp. Date Ixx/xx/xxl EARTHWORK* IC -121. '.. NIA CONCRETEIC-81'.- Generv��L••��-60A Rc G8 J�Sd 53 ao X13 N1oRr', 06wG3o964 FRAMING '�IC-51 .�;. :. Tm&c G kfu(. % 773080 16`1/13 �4k-- o' 4 5'3 Rbi 13. 1 A 6hO IIryIQ pi! STRUCT:'STEEbIC-5t) A MASONRY (6-2 ' �`-: 3¢ J, G1 a e(� C a9 � iaf 31 i3 -MAVL-. PMUrarn V-rCaStI _g x.813 01 12-. 12 - PLUMBING .IC -361' �� � A\tt Pun. rh1(r G'7�O 30 13 SeIF' �a�(, 1 OI 13 1.11TH,PLASTER IC -351 C.M.R. C35 ,(3gO8$ 7g( 16 *14 a f ,4 c � 4.6005`1420\03' DRYWALL IC -91 - JO Irua1L"( C9 SAO -R5' 03-1 if HVAC I6•201" ' .:':;...' IIA Z ELECT R.IC-LI(c=to). C4 Gob? 13 5 R o/13 T,utc 00148-71- Ra le �) 3 11�1 i3 R9900G.(Cr39)'>'' `fi' (i Lc a c.3 81653 12 11b43 1- aa1� lop )2 t� �2' '$HEET.METAL IC=431, "TO FCO RING IC,°.161 M)� lel C5A 73Y6 I\ V7313 13 [Ewe5T MFTL. 7{;0600$ 9 5 4 1k\ I 99350 6 3 /3 GLAZING IC;171[.� ;;..:'.r. �" Y .65 IJ cl 30 z Nur, Co, dF cc ws� aao3 610 I UP l . INSULATION;(Cr21. SEWAGE DI SP; IC -42)' q PAINTINGIC=931-: � Q c 33 96o�t 8 8 3l /2 fit(T IJA TL - . 0666 J6 1'2 111 (� I 3o I) CERAMIC TILE IC -54) CABINETS (C-6) `5pec u, clsfbrr`•' c6. 59oZt 3 3l 1$. Se1� aa46 Z l� FENCING IC -731 N A LANDSCAPING IC -271: '. NIA POOL IC -531 N A , _ BUILDING ENERGY ANALYSIS REPORT PROJECT: Lemman Remodel 80-111 Via Pessaro La Quinta , CA 92253 Project Designer: McFadden Architects 75-145 St. Charles Place #4 Palm Desert, CA 92211 760-346-8014 Report Prepared by: Micah Combs, C.M. Energy Consulting 75-145 St. Charles Place, 'Ste 4 Palm Desert, CA 92211 760-346-8014 JUN 112012 AMA %IA44 CITY OF LA QUINT -A y BUILDING & SAFETY DEPT. Job Number: _ APPROVED. 1212.00 FOR CONSTRUCTION Date. WdD % Z01'j. gy 6/11/20-12 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.eneegysofi.com. Ener Pro 5.1 by Ener Soft- User Number. 1086. RunCode: ID:. _. Prescriptive Certificate of Compliance: Residential CF -IR -ALT Residential Alterations Page 1 of 5 Project Name: Climate Zone # # of Stories Lemman Remodel 15 1 General Information Site Address: 80-111 Via Pessaro Enforcement Agency: City of La Quints Date: 06-11-12 Building Type M Single Family ❑ Multi Family Circle the Front Orientation CIN E, S, W, or degrees Conditioned Floor Area (CFA): 4045 Project Type: Pq Alterations ❑ Envelope PQ Fenestration ❑ Roof ❑ HVAC Values From JA4 Replacement or Change Out ❑ Duct Replacement ❑ Water Heater NOTE: This form is not to be used for Newly Constructed Buildings or Additions Insulation Values For Opaque Surfaces (for Furring use the Mass and Furring Strips Construction table below) Assembly Alteration CKOpening of framed cavity alone—Alterations that involve the opening of the framed cavity of a wall, ceiling, or floor must install the mandatory minimum insulation value per ,¢150 for the altered assembly. Fill in Columns A —C and enter mandatory insulation value in Column H. ❑ Replacement of entire assembly— Replacement ofan entire wall, ceiling, or floor assembly requires the installation of Component Package- D insulation values in Table 151-C. Fill in Columns A —J. Opaque Surface Details For the furred portioned of Mass Walls see Furring Strips Construction Table below. A B I C D E F G I H I I J Proposed see Note Standard Values From JA4 Table Framing Thickness, Joint Appendix Table 4.3.5 4.3.6, 4.3.7 Framed Continuous JA4 Proposed Tag/ Assembly Name Material Spacing, U- JA4 Table Cavity Insulation Assembly Assembly ID' or Type 2 and Size2 or Other factor' Numbers R-value6 R -Value' Row/Col" U -factor' i . = Final Mass ( Name or JA4 Table —'� .0 �° � � 0 °o t > Assembly Thickness' I Type' Number' _ .� > = x ' < > Ua — U-factor6 _ Comment _ . I Note: For fitrred assemblies, accounting for Continuous Insulation R -value, see Page JA4-3 and Equation 4-1. For calculating fturred walls use the Mass and Furring Construction table below. 1. For Tag/ID indicate the identification name that matches the building plans. 2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and etc... indicate in column G the Frame material and Size: For Wood, Metal, Metal Buildings, Mass, enter 2x4, 2x6, or etc... see JA4 for other possible frame type assemblies. 3. Enter the thickness for mass in inches or Spacing between framing members enter; /6 "or 24 "OC; or Other for all other assembly description .such as Concrete Sandwich Panel, Spandrel Panel, Logs, Straw Bale Panel and etc.... 4. Based on the Climate Zone; enter the equivalent U factor found in JA4 Table based on the R -Value froth Table 151-B, C, or D 5. Enter the Table number that closely resembles the proposed assembly. 6. Enter the R -value that is being installed in the wall cavity or between the framing; otherwise, enter "0 ". 7. Enter the Continuous Insulation R -value for the proposed assembly; otherwise, enter "0 ". 8. Enter the row and column of the U factor value based on Column F Table Number and enter the Assembly U-faclor in Column J 9. The Proposed Assembly U factor, Column J, must be equal to or less than the Standard U factor in Column E to comply. Furring Strips Construction Table for Mass Walls Onl A I B 1 7 —577 F I G I H 1 J I K L M Proposed Properties of Masonry and Concrete Added Interior or Exterior insulation ' Walls From Reference in Furring Space from Reference Joint Appendix Table 4.3.5 4.3.6, 4.3.7 Joint Appendix Table 4.3.13 i O � y C U U�.. N J u I °' = T MIt U N ` Assembly i "„ D 0 �? `o_ i . = Final Mass ( Name or JA4 Table —'� .0 �° � � 0 °o t > Assembly Thickness' I Type' Number' _ .� > = x ' < > Ua — U-factor6 _ Comment _ . I i Reeistration.Ntumber _ ..._ __ .. :. 2008 Residential Compliance Forms March 2010 Prescriptive Certificate of Compliance: Residential CF -1R -ALT Residential Alterations Page 2 of 5 Project Name: Climate Zone # # of Stories Lemman Remodel 15 1 ass and Furring Strips Construction(footnotes) 1. Indicate the type of assembly to include; Hollow Unit Masonry Walls, Solid Unit Masonry, Solid Concrete Walls, Etc. Additional assemblies can be found Reference Joint Appendix JA4. 2. This is the U -Factor based on the thickness of the assembly in inches. 3. The R -value of the insulation to be added on the interior or exterior of the assembly. 4. The Calculated P. -Value is the R -value of the furred out section of the assembly. .-6. The Final Assemblv is calculated using Equation 4-2 or Equation 4-4of the Reference Joint Appendix JA4. The equation is the inverse of Column added to Column L Column K is the inverse from column J. 7. Insert the_calculated U -%actor value on to the O a rue Surface Details in Column .I FENESTRATION PROPOSED AREAS ❑ Replacing window alone — Replacement windows shall meet the U -Factor and SHGC Value requirements of Component Package D in Table 151-C. The Total Fenestration and West facing Area requirements are not applicable. IBI Adding 50ft2 or less of window area —Newly installed windows shall meet the U -Factor and SHGC Value requirements of Component Package D in Table 151-C. ❑ Adding more than 50ft2 of window area — Newly installed windows shall meet the U -Factor and SHGC Value and the Fenestration Area requirements of Component Package D in Table 151-C. Complete the Altered Fenestration Allowed Area Table on Page 2 of the CF -IR -ALT Orientation Fenestration Type and Frame (North, East, PropsedAreal Maximum Maximum NFRC or Default Window, Glass Door or Skylight) South, West) (ftZ)U-factor's SHGC" 1,4 Values Window - Non Metal North 35.75 0.40 0.35 0.25/0.17 Window - Non Metal North 52.25 0.40 0.35 0.25/0.17 Window - Non Metal West 33 0.40 0.35 0.25/0.17 1. Fenestration area is the area of total glazed product (i.e. glass plus frame). Exception: When a door is less than 50% glass, the fenestration area may be the glass area plus a "2 inch frame " around the glass. 2. Enter value from Component Package D Requirements in Table 151-C. 3: Actual fenestration products installed and as indicated in CF -6R -ENV Form shall be equivalent to or have a lower Ufactor and/or a lower- SHGC owerSHGC value than that specified on the CF -IR ALT Form. 4. Submit a completed WS -31? Form if a reduced SHGC is calculated with exterior shading. 5.1f applicable at this stage enter "NFRC "for NFRC Certified windows or are CEC "Default " valuesfound in Table 116-A or B. ALTERED FENESTRATION ALLOWED AREAS (Complete if more than 50ft2 of fenestration is added) A B C D E F G CFA of Allowed Existing Allowed Entire % of Fenestration Area Fenestration Area Proposed Areai, a Dwelling CFA"' Area Removeds Area Added A x B) (E -D) + C Total Fenestration Area2,(ft2) 4045 20% 990.3 140 88 809 > 938.3 West Fenestration Area (Required In 5% 193 33 33 202.25 > 193 CZ's 2,4&7-15) 1. The Proposed West Fenestration Area includes West -sloping skylight area and any other skylight area with a pitch less than 1:12. 2. Enter 20% when no West orientation restriction or 15% when West fenestration is being installed in Climate Zoites 2, 4, & 7-15. Note that the maximum allowed fenestration can only be 5% of the CFA as indicated in Column F. Column G must be equal to or less than Column F 3. In climate zones 2, 4, 7-15, no more than 5% of the CFA is allowed for west facing glazing. 4. Existing Fenestration area must be counted toward the maximum allowed 15% or 20% of the whole building and calculated in Column G. The Proposed Area roust be less than or equal to Column F. 5. Enter the fenestration removed as part of the alteration if any in column D. 6. Enter the Fenestration area that is being added as part of the alteration. RegistrationlVumlier �:,-F.._..,.. . ' +.0. _ g' FIERSProurder; r ��t:,�: ::_�,R��Re tstratton.D_atelTime 2008 Residential Compliance Forms March 2010 Prescriptive Certificate of Compliance: Residential CF -IR -ALT Residential Alterations Page 3 of 5 Project Name: Climate Zone # # of Stories Lemman Remodel 15 ROOFING PRODUCTS (COOL ROOFS) §1511912 When the area of exterior roofsurface to be replaced exceeds more than 50% of the existing roof area, or more than 1,000 ft2, whichever is less, the new roofing area must meet the roofing product "Cool Roof'requirements of §152(b)1Hi, 152(b)IHii, or 152(b)1Hiii. Check applicable alternative or exception below if the roof alteration is exempt front the roofing product "Cool Roof' requirements. Note: If anv one of the alternatives or exception below is checked, the Aged Solar Reflectance and Thermal Emittance requirements for roofing products in §118(1) are not applicable. Do not fill table below. ❑ Cool Roofs Not Required in Climate Zones 1-12, 14, and 16 with a Low Sloped. Less or 2:12 pitch. ❑Cool Roofs Not Required in Climate Zones 1 through 9 and 16 with a Steep -Sloped Roofs (pitch greater than 2:12) and product unit weight less than 5lb/ft2. Alternatives to §152(b)1Hi and §152(b)Hii, Steep -slope roof (pitch > 2:12) ❑ Insulation with a thermal resistance of at least 0.85 heft •°F/Btu or at least a 3/4 inch air -space is added to the roof deck over an attic; or ❑ Existing ducts in the attic are insulated and sealed according to § 151(f)10; or ❑ In climate zones 10, 12 and 13, with 1 ft2 of free ventilation area of attic ventilation for every 150 ft of attic floor area, and where at least 30 percent of the free ventilation area is within 2 feet vertical distance of the roof ridge; or ❑ Building has at least R-30 ceiling insulation; or ❑ Building has radiant barrier in the attic meeting the requirements of § 151(02; or ❑ Building has no ducts in the attic; or ❑ In climate zones 10, 11, 13 and 14, R-3 or greater roof deck insulation above vented attic. Exception to §152(b)1Hiii, Low -slope roof (pitch 5_2:12) ❑ Building has no ducts in the attic. Other Exceptions ❑ Roofing area covered by building. integrated; photovoltaic panels and solar thermal panels are exempt from the below Cool Roof criteria. ❑ Roof constructions that have thermal mass over the roof membrane with at least 25 lb/ft2 is exempt from the below Cool Roof criteria. Note: If no CRRC-1 label is available, this compliance method cannot be used, use the Performance Approach to show compliance, otherwise, Check the applicable box below if Exem t from the Roofing Products "Cool Roof' Re uirement: Roof Slope Product Weight Product Aged Solar Thermal CRRC Product ID. Number) <_ 2:12. > 2:12 < 5lb/ft2 > 5lb/ft2. 1xpe2 Reflectance''4 Emittance SRI ❑ ❑ ❑ ❑ ❑4 ❑ ❑ ❑ ❑ ❑4 ❑ ❑ ❑ ❑ ❑4 _ ❑ ❑ ❑ ❑ ❑4 ❑ ❑ ❑ ❑ ❑4 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolroofs.org/products/search. 2. Indicate the type of product is being used for the roof top, i.e. single ply roof, asphalt roof, metal roof, etc. 1. 1f the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then rise the Initial Reflectance value from the some directory and use the equation (0.2+0.7(pi» ui"r — 0.2) to obtain a calculated aged value. Where p is the Initial Solar Reflectance. 4. Check box if the Aged Reflectance is a calculated value using the equation above. 5. Calculate the SRI value by using the SRI- Worksheet at hnp:/hvww.energ.ca.gov/ride24/and enter the resulting value in the SRI Column above and attach atopy of the SRI- Worksheer to the CF -I R. To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in § 118(i)4. Select the applicable coating: ro Aluminum -Pigmented Asphalt Roof Coating ❑ Cement -Based Roof Coating ❑ Other . Regisd a'flon Nraribir.- x a.a11-1111-51. eL HERS Provider•;- ::,. � .- 2008 Residential Compliance Forms March 2010 Prescriptive Certificate of Compliance: Residential CF -IR -ALT Residential Alterations Page 4 of 5 Project Name: Climate Zone # # of Stories Lemman Remodel 15 1 HVAC SYSTEMS - HEATING List water heaters and boilers for both domestic hot water (DHW) heaters and hydronic space heating. Individual dwelling DHW heaters must be gas or propane fired. Hot water pipe insulation from the DHW heater to the kitchen(s) and on all underground hot water pipes is required in all Minimum Duct or Piping Configuration Heating Equipment Type and Capacity 1,2,3 Efficiency Distribution (AFUE or HSPF) Type and Location Insulation Thermostat (Central, Split, R -Value Type Space, Package or H dronic) N/A External Tank Water Heater Type/Fuel Distribution Type Number In Tank 1. Indicate Heating Type (Central Furnace, Wall Furnace, Heat pump, Boiler, Electric Resistance, etc) 2. Electric resistance heating is allowed only in Component Package C, or except where electric heating is supplemental (i.e., if total capacity < 2 KW or 7,000 Btu/hr electric heating is controlled by a tithe -limiting device not exceeding 30 minutes). See §151(6)3 exception. 3. Refer to the HERS Verification section on Page 4 of the CF -1 R -ALT Forth for additional requirements and check applicable boxes. 4. Indicate Type or Location (Ducts, Hydronic in Floor, Radiators, etc.) HVAC SYSTEMS - COOLING Thermal Efficiency Minimum N/A Efficiency Duct or Piping Configuration Cooling Equipment (SEER/EER or Distribution Insulation Thermostat (Central, Split, Type and Capacity 1.2 COP) Type and Location R -Value Type Space, Package or H dronic) N/A 1. Indicate Cooling Type (A/C, Heat pump, Evap. Cooling, etc) 2. Refer to the HERS Verification section on Page 4 of the CF -IR -AL T Form for additional requirements and check applicable bores. 3. Indicate Type or Location (Ducts, H dronic in Floor, Radiators, etc) WATER HEATING List water heaters and boilers for both domestic hot water (DHW) heaters and hydronic space heating. Individual dwelling DHW heaters must be gas or propane fired. Hot water pipe insulation from the DHW heater to the kitchen(s) and on all underground hot water pipes is required in all component packages in all climate zones. External Tank Water Heater Type/Fuel Distribution Type Number In Tank Energy Factor or Insulation Type) (Standard, Recirculating)2 System Capacity (al) Thermal Efficiency R-Value3 N/A 1. Indicate Type (Storage Gas, Heat Pump, Instantaneous, etc.) 2. Recirculating systems serving multiple dwelling units shall meet the recirculation requirements of §150(n). The Prescriptive requirements do not allow the installation of a recirculating water heating system for single dwelling units. 3. The external water heating tank and i es shall be insulated to meet the requirements o §150 ' . SPECIAL FEATURES The enforcement agency should pay special attention to the Special Features specified in this checklist below. These items may require written justification and documentation and special verification. NEW ROOF ASSEMBLY - Radiant Barrier The radiant barrier requirement of § 151 f)2 does not apply to roof alterations. Slab Edge (Perimeter) Insulation ❑ YES IS NO YES: In Climate Zone 16 in Component Packages D, R-7 insulation is required. Heated Slab Insulation ❑ YES N NO YES: Slab edge insulation. required for all heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slab Insulation ❑ YES ®NO YES: In Climate Zones 1, 2, 11, 13, 14 & 16, R-8 insulation is required; in Climate Zones 12 & 15, R-4.is requited under component Package D. Thermal Mass To obtain Compliance Credit for the installation of thermal mass, use the Performance Approach. effiEratio—RV tuber :_, -i' err:, R"; x;_' r- wgrstrsaeonDdfe/Ti»re._. 20.08 Residential Compliance Forms March 2010 Prescriptive Certificate of Compliance: Residential CF -IR -ALT Residential Alterations Page 5 of 5 Project Name: Climate Zone # # of Stories Lemman Remodel 15 1 HERS VERIFICATION SUMMARY The enforcement agency should pay special attention to the HERS Measures specified in this checklist below. A completed and signed CF -4R Form for all the measures specified shall be submitted to the building inspector before final inspection. Duct Sealing & Testing HERS verification is required for this measure. ❑ YES M NO YES: In Climate Zones 2 and 9-16, if more than 40 linear feet of new or replacement ducts are installed in unconditioned space, the ducts are to be sealed per §152(b)1Dii and the newly installed ducts are to be insulated per §151(f)10. ❑ EXCEPTION: Existing duct systems that are extended, which are constructed, insulated or sealed with asbestos. ❑ YES ® NO YES: In Climate Zones 2 and 9-16, if the existing space -conditioning system (HVAC equipment and ducting) is replaced, the ducts are to be sealed per §152(b)1Di. ❑ YES ® NO YES: In Climate Zones 2 and 9-16, if the existing HVAC equipment is replaced (including the replacement of the air handler, outdoor condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) the ducts are to be sealed per §152(b)IE. ❑ EXCEPTION: Duct systems that are documented to have been previously sealed confirmed through HERS verification in accordance with procedures in the Reference Residential Appendix RA3. ❑ EXCEPTION: Duct systems with less than 40 linear feet in unconditioned space. ❑ EXCEPTION: Existing ducts stems constructed, insulated or sealed with asbestos. Refrigerant Charge -Split System HERS veri ication is required for this measure. ❑ YES M NO YES: In Climate Zones 2 and 8-15, when the existing HVAC equipment is replaced (including the replacement of the air handler, outdoor condensing unit of a split system A/C or heat pump, cooling or heating coil, or the furnace heat exchanger) a refrigerant charge measurement shall be verified per §152(b)IF. Central Fan Integrated (CFI) Ventilation System and Fan Watt Draw The ventilation requirements of §150(o) do not apply to existing residential homes. Ducted Split Systems - Air Conditioners and Heat Pumps: Airflow HERS verification is required for this measure. ❑ YES M NO YES: In Climate Zones 10 through 15, when the existing space -conditioning system (HVAC equipment and ducting) is replaced, the airflow and fan watt draw shall be verified per §152(b)ICi to meet therequirements of §151(07B. Documentation Author's Declaration Statement • I certify that this Certificate of Compliance documentation is accurate and com let Name: Micah Combs Signature: �_4 Y V a Company: McFadden Architects Da . 06 -11 - Address: 75-145 St. Charles Place, Suite 4 If Applicable ❑ CEA or ❑ CEPE (Certification #): City/State/Zip: Palm Desert, CA 92211 Phone: 760-346-8014 Responsible Building Designer's Declaration Statement • t am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. • 1 certify that the energy features and performance specifications for the building design identified on this Certificate of Compliance conform to the requirements of Title 24, Parts I and 6 of the California Code of Regulations. • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this building design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name: Christopher McFadden Signature: 1 JIN i;- 1,a - Company: McFadden Architects Date: 06-111--'12 � X 11 Address: 75-145 St. Charles Place, Suite 4 License: , C17837 City/State/Zip: Palm Desert, CA 92211 Phone: 760-346-8014 For assistance or questions regarding the Energy Standards, contact the Energy Hotline at. 1-800-772-3300. 2008 Residential Compliance Forms March 2010 Appendix B - 4BStandards Tables 151-B, 151-C and 151-0 Page 5 STANDARDS TABLE 151-C COMPONFNT PACKAM= n Climate Zone 1 2 1 3 4 5 1 6 7 8 9 10 11 12 1 13 14 15 16 Insulation �Ceilin minimums s R38 R30 R30 R30 R30 R30 R37 R 3 R30 R30 R38 R38 R3B R38 R38 R38 IIs flame \AeIIs is R21 R13 R13 R13 R13 R13 R13 R13 R13 R13 R19 R19 R19 R21 R21 R21 Heavy mass V,alls R476 R244 R244 R244 R244 R244 R244 R244 R244 R244 R476 R476 R476 R476 R476 R476 Lightmass V,alls NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA Below -grade V,ells RO RO RO RO RO RO RO RO RO RO RO RO RO RO RO R13 Floors Slab floor NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR R7 perimeter Raised floors R19 R191 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 raised Concrete floors R8 R8 RO RO RO RO RO RO RO RO R8 R4 R8 R8 R4 R8 Radiant Barrier NR REQ NR REQ NR NR NR REQ REQ REQ REQ REQ REQ REQ REQ NR Roofing Low- Aged Solar NR NR NR NR NR NR NR NR NR NR NR NR 055 NR 055 NR Products loped Reflectance . Thermal Emittance NR NR NR NR NR NR NR NR NR NR NR NR 075 NR 075 NR SteepSloped loped Aged Solar Reflectance NR NR NR NR NR NR NR NR NR 02D 02D 020 027 02D 020 NR (less Thermal an 5 Emitiance NR NR NR NR NR NR NR NR NR 075 075 075 075 075 .075 NR b seep loped Aged Solar Reflectance 015 015 015 015 015 015 015 015 015 015 015 015 015 015 015 015 (51bAt2 hernial r more) Emittance 075 075 075 075 075 075 075 075 075 075 075 075 075 075 075 075 FenestrationM3ximum U-factDr2 040 040 040 040 040 040 040 040 040 040 040 040 040 040 040 040 NBximum Solar Heat Gain Coefficient NR 040 NR 040 040 040 040 040 040 040 040 040 040 040 035 NR HGC 3 m.TOtal �p/o /o 27 217/6217/6:Y/o 2 /o 2P 27 /o Z iP/o 2 1M201/64-MoP/o 2 20% 2131/6o2X6/o 2 2Y /o 2[7 2 X0 AreK/laa Area a Maximum West NR 9'/o NR '9/o NR NR 9/0 5% &/o 9/o 9/o &/o 9'/o E/o 3/o NR Facin Area HERNML MOSS° NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR SPACE- HEATING S 1O Electric -resistant No No No No No No No No No No No No No No No No Iloveed Ifgas, AFUE = MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN Ifhea6pump, MN MN MN MN MN MN MN MN MN MN MN MN MN MN 'MN MN HSPF = SPACE- SEER = MN MN MN MN MN MN MN MN MN MN MN MN MN MN IVINJ MN COOLING Ifsplitsystem, Refrigerant charge NR REQ NR NR NR NR NR REQ REQ REQ REQ REQ REQ REQ REQ NR measurementor harge indicator is la Central Cooling Airflow NR NR NR NR NR NR NR NR NR REQ REQ REQ REQ REQ REQ NR' Forged Air ind Watt Draw Handlers Central Fan Integrated . Ventilation REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ System Watt Draw DUCTS Ductsealing REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ Ductlnsulation R-6 R-6 R-6 I R-6 I R-6 I R-42 R-42 R-4.2 R-6 I R-6 I R-6 I R-6 I R-6 I R-8 1 R-8 1R-8 WATER -HEATING System shall meet §1 518or§151 1_. TABLE 151-D COMPONENT PACKAGE E 2008 Residential Compliance Manual August 2009 Appendix B- 4BStandards Tables 151-6, 151-C and 151-0 Pace 6 2008 Residential Compliance Manual August 2009 Climate Zone 1 2 3 4 5 6 7 1 8 9. 10 11 12 13 14 15 16 Insulationt Ceilin s R38 R30 R38 R30 R38 R38 R30 R30 R30 R3D R38 R38 R 3 R38 R 3 R49 minimums IIs od frame wer IIs R21 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R21 R21 R21 Heavy mass IIs R4.76 R244 R244 R244 R244 R244 R244 R244 R244 R244 R476 R476 R476 R476 R476 R476 Lightmass NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA IIs Below rade RO RO RO RO RO RO RO RO RO RO RO RO RO RO RO R13 IIs Floors Slab floor NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR R7 erimeter Raised floors R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 Concrete R8 R8 RO RO RO RO RO RO RO RO R8 R4 R8 R8 R4 R8 raised floors Radiant Barrier NR REQ NR REQ NR NR NR REQ REQ REQ REQ REQ REQ REQ REQ NR Roofing Low- Aged Solar NR NR NR NR NR NR NR NR NR NR NR NR 055 NR 055 NR Products sloped Reflectance Thermal NR NR NR NR NR NR NR NR NR NR NR NR 075 NR 075 NR EmiUance Steep Sloped Aged Solar Reflectance NR NR NR NR NR NR NR NR NR 08D 020 02D 02D 02D 020 NR TherTnal (less than 5lbift2) Emittance NR NR NR NR NR NR NR NR NR 075 075 075 075 075 075 NR Steep:(5 loped olar pReflectance 015 015 015 015 015 015 015 015 015 015 015 015 015 015 015 015 Ib�r)her ore)nce 075 075 075 075 075 075 075 075 075 075 075 075 075 075 075 075 Fenestration Mjximum U-facto2 0511 057 057 057 057 057 057 057 057 057 057 057 057 057 057 045a M3ximumSolar Heat 3 Gain Coefficient HGC NR 040 040 025 Q40 040 025 040 040 040 025 025 030 025 025 NR M9ximum Total Area 23'/o 2P/o 2P/o 2T/o 2:P/o 3P/o W/0 2:P/o 2<P/o 219/o 2CP/o 3P/o WIG 2:P/o W/0_ 20% rximum West Facing NR &/o NR 8/o NR NR 5% '3'/o 5%51/6 &/o 5/o 5/o 91/o &/o NR a -- THE MAL MASS NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR SPACE- 510 HEATING Electric -resistant allomd No No No No No No No No No No No No No No No No Ifgas, AFUE = MN8 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN9 Ifheatpump, HSPFB= MN8 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN9 SPACE- SEER = MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN COOLING If splitsystEm, Refrigerantcharge NR REQ NR NR NR NR NR REQ REQ REQ REQ REQ REQ REQ REQ NR measurement or charge indicator display Central Cooling Airflow and Watt NR NR NR NR NR NR NR NR NR REQ REQ REQ REQ REQ REQ NR Forced Air Draw . Handlers Central Fan Integrated entilation System Watt REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ Draw DUCTS DuctsealingREQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ Ductlnsulation R 8 R_6 R-8 R-6 R-6 R-4 R-4 R-4 R-6 I R-6 I R-8 I R=8 I R-8 I R-8 I R-8 I R-8 WA—TER-HEATING System shall meet§151 8or §151 1 2008 Residential Compliance Manual August 2009 Appendix B — 46Standards Tables 151-13, 151-C and 151-D Page 7 Footnote requirements to TABLE 151-B, TABLE 151-C and TABLE 151-D. 1 The R -values shown for ceiling, wood frame wall and raised floor are for wood -frame construction with insulation installed between the framing members. For alternative construction assemblies, see §151(f)1A. The heavy mass wall R -value in parentheses is the minimum R -value for the entire wall assembly if the wall weight exceeds 40 pounds per square foot. The light mass wall R -value in brackets is the minimum R -value for the entire assembly if the heat capacity of the wall meets or exceeds the result of multiplying the bracketed minimum R -value by 0.65. Any insulation installed on heavy or light mass walls must be integral with, or installed on the outside of, the exterior mass. The inside surface of the thermal mass, including plaster or gypsum board in direct contact with the masonry wall, shall be exposed to the room air. The exterior wall used to meet the R -value in parentheses cannot also be used to meet the thermal mass requirement. 2 The installed fenestration products shall meet the requirements of §151(f)3. 3 The installed fenestration products shall meet the requirements of §151(f)4. 4 If the package requires thermal mass, the thermal mass shall meet the requirements of §151(f)5. 5 Thermostats shall be installed in conjunction with all space -heating systems in accordance with §151(f)9. 6 HSPF means "heating seasonal performance factor." 7 Electric -resistance water heating may be installed as the main water heating source in Package C only if the water heater is located within the building envelope and a minimum of 25 percent of the energy for water heating is provided by a passive or active solar system. 8 As an alternative under Package E in climate zone 1, glazing with a maximum 0.5 -TU -factor and a 92 percent AFUE furnace or an 8.4 HSPF heat pump may be substituted for the Package E glazing U -factor requirement. All other requirements of Package E must be met. 9 As an alternative under Package E in climate zone 16, glazing with a maximum 0.57 U -factor and a 90 percent AFUE furnace or an 8.4 HSPF heat pump may be substituted for may be substituted for the Package E glazing U -factor requirement. All other requirements of Package E must be met. 10 A supplemental heating unit may be installed in a space served directly or indirectly by a primary heating system, provided that the unit thermal capacity does not exceed two kilowatts or 1,000 Btu/hr and is controlled by a time -limiting device not exceeding 60 minutes. 2008 Residential Compliance Manual March 2010 Appendix B — 5B§152 (a) and §152 (b)_ Page 8 §152 (a) and §152 (b) (a) Additions. Additions to existing residential buildings shall meet the requirements of §111 through §118, §119, and §150, and either §152(a)l or 2. 1. Prescriptive approach. Additions to existing buildings shall meet the following additional requirements: A. Fenestration in additions up to 100 ft2 shall not have more than 50 ft2 of ` fenestration area, and shall meet the U -factor and Solar Heat Gain Coefficient requirements of Package D ( §151(f)3A, §151(f)4 and Standards TABLE 151-C) or B. Additions up to 1000 ft2 shall meet all the requirements of Package D (§151(0 and Standards TABLE 151-C), except that the addition's total glazing area limit is the maximum allowed in Package D plus the glazing area that was removed as a result of the construction of the addition, and the wall insulation value need not exceed R-13. EXCEPTION TO §152(a)1B: In climate zones 2, 4, 7-15 the lotal allowed west -facing glazing area shall be five percent of the conditioned floor area of the addition plus the amount of west -facing glazing removed from the existing building as a result of the construction of the addition. C. Additions of more than 1000 ft2 shall meet all the prescriptive requirements of §151(f). 2. Performance approach. Performance calculations shall meet the requirements of §151(a) through (e), pursuant to either Item A or B, below. A. For additions alone, the addition complies if the addition alone'meets the combined water -heating and space -conditioning energy budgets as specified in §151(b). B. For existing plus addition plus alteration compliance. The energy use of the combination of the altered existing'building plus the proposed addition shall be equal to or less than the energy use of the existing building with all alterations meeting the requirements of §152(b)2, plus the standard energy budget of an addition that complies with §151(a) through (e). When determining the standard design, the fenestration area shall be the smaller of the sum of the installed fenestration area up to 20 percent of the conditioned floor area of the addition plus glass removed from the existing building as a result of the construction of the addition or the proposed glass area in the addition. EXCEPTION 1 to §152(a): Existing structures with R-11 framed walls showing compliance with §152(a)2 (Performance Approach) are exempt from §150(c). EXCEPTION 2 to §152(a): If the addition will increase the total number of water heaters in the building, one of the following types of water, heaters may be installed to comply with §152(a)l or §152(a)2A: 1. A gas storage non -recirculating water heating system that does not exceed 50 gallons capacity; or - 2. If no natural gas is connected to the building, an electric storage water heater that does not exceed 50 gallons capacity, has an energy factor not less than 0.90; or 2008 Residential Compliance Manual March 2010 Appendix B - 513§152 (a) and §152 (b) Paqe 9 3 A water heating system determined by the executive director to use no more energy than the one specified in Item 1 above; or if no natural gas is connected ID the building, a water heating system determined by the executive director tD use no more energy than the one specified in Item 2above. For prescriptive compliance with §152(a)1, the water heating systems requirement in §151(f)8shall not apply. For performance compliance for the addition alone, only the space -conditioning budgets of §151(b)2 shall be used; the water -heating budgets of §151(b)1 shall not apply. The perlbrmance approach for the existing building and the addition in §152(a)2B maybe used to show compliance, regardless of the type of water heater installed. EXCEPTION 3 to §152(a): When heating and,6r cooling will be extended tD an addition from the existing system(s), the existing heating and cooling equipment need notcomply with Title 24 Part 6 The heating system capacity mustbe adequate to meetthe minimum requirements of CBC Section 1204 EXCEPTION 4 to §152(a): When ducts will be extended from an existing duct system to serve the addition, the ducts shall meetthe requirements of §152(b)1D. EXCEPTION 5 to §152(a): Additions 1,000fe or less are exemptfrom the requirements of §150(0). For additions larger than 1,O00ft? application of §150(0) shall be based on.the conditioned floor area of the entire dwelling unit notjustthe addition. (b) Alterations. Alterations to existing residential buildings or alterations in conjunction with a change in building occupancy tD a low-rise residential occupancy shall meet either Item 1 or 2below. 1. Prescriptive approach. The altered componentand any newly installed equipment serving the alteration shall meetthe applicable requirements of §11Othrough §118 §119 and §150(a) through §150(p); and A. Alterations thatadd fenestration area shall meetthe U -factor requirements of Package D (§1 51(03A and Standards Table .151-C), the total fenestration area and west -facing fenestration area requirements of Package D §151(f)38 and C and Table 151 -C), and the Solar HeatGain coefficient requirements of Package D (§151(04and Standards Table 151-C). EXCEPTION to §152(b)1A: Alterations thatadd fenestration area of up to 5Ofi?shall notbe required to meetthe total fenestration area and west acing fenestration area requirements of §151(1)36 and C. The existing west -facing fenestration area shall notbe increased by more .than 5Oft2. B Replacement fenestration, where existing glazing is replaced with a new manufactured fenestration productin the same orientation and tilt shall . meetthe U-factnrand Solar HeatGain Coefficient requirements of Package D (§151(034 and §151(f)4and Standar-ds Table 151 -C). ;s • ;;.;��: NOTE: Glass replaced in an existing sash and frame, or replacementofa single sash in a multi -sash fenestration productare considered repairs. C. New or replacement space -conditioning systems shall: ' i. Ntet the requirements of §1 50(h),, §150(), §1505)2 §151(f)EC §151(07, and §151(f)9 and y .R 2008 Residenti t ComplianceyManual August 2009 Appendix B - 513§152 (a) and §152 (b) Page 10 ii. Be limited to natural gas, liquefied petroleum gas, or the existing Fuel type unless itcan be demonstrated thatthe TDV energy use of the newsyslem is more efficientthan the existing system. D. When more than 40ftofneworreplacement space -conditioning ducts are installed in unconditioned space, the newducts shall meetthe requirements of §1=m) and the duct insulation requirements of Package D §151(010 If ducts are installed in climate zones 2 9 1Q 11, 12 13 14 15 or 1Q the ductsystem shall be sealed, as confirmed through field verification and diagnostic testing in accordance with procedures forductsealing of existing. ductsystems as specified in the Reference Residential Appendix RAS to meetone of the following requirements: L If the newducts form an entirely newductsyslem directly connected ID the air handler, the measured ductleakage shall be less than 6 percent of fan flow and meet the airflowrequirements ofRefierence Residential Appendix RA3 or ii. If the newducts are an extension of an existing ductsystem, the combined new and existing ductsystem shall meetone of the following requirements: a. The measured ductleakage shall be less than 15perceritof system fan flow, or b. The measured ductleakage to outside shall'be less than 10 percentofsystem fan flow, or c. The ductleakage shall be reduced by more than 6Dpercentrelative >n the leakage priortD the installation of the newducts•and a visual inspection including a smoke testshall demonstrate lhatall accessible leaks have been sealed; or d. If itis notpossible to meetthe ductsealing requirements of Subsection a, b, or c, all accessible leaks shall be sealed and verified through a visual inspection and a smoke testby a certified HERS rater. EXCEPTION to §152(b)1bii: Existing ductsystEms thatare. extended, which are constructed, insulated or sealed with asbestos. E: In climate zones 2 9 1Q 11, 12 13 14 15 and 1Q when a space= conditioning system is altered by the installation or replacementof space- conditioning equipment (including replacementof the air handler, outdoor condensing unitofa splitsystem 8 ir conditoner or heat pump, cooling or heating coil, orthe fumace heatexchanger) the ductsystem thatis connected >n the newor replacement space-conditioning equipmentshall be sealed, as confirmed through field verification and diagnostic testing in accordance with procedures forductsealing of existing ductsystems as specified in the Reference Residential Appendix RA3 to one of the following requirements. L The measured ductleakage shall be less than 15percentofsystem fan flow, or ii. The measured ductleakage to outside shall be less than 10percent of system fan flow, or iii. The measured ductleakage shall be reduced by more than 60 percent relative 1D the measured leakage phortn the installation or replacernentof the space conditioning equipmentand a visual inspection, including a smoke test shall demonstrate thatall accessible leaks have been sealed; or 2008 Residential Compliance Manual August 2009 Appendix 13- -48§152(a)and §152(b) Page 11 iv. Ifitis notpossible to meetthe duct requirements ofi, ii, oriii, all accessible leaks shall be sealed and verified through a visual inspection and a smoke test by a certified HERS rater. EXCEPTION 1 to §152(b)1E: Ductsystems thatare documented tD have been previously sealed as confirmed through field verification and diagnostic testing in accordance with procedures in the Reference Residential Appendix RA3 EXCEPTION 2 to §152(b)1E: Ductsysterhs with less than 401inear feet in unconditioned spaces. EXCEPTION 3 to §152(b)1 E: Existing duct systems constructed, insulated or sealed with asbestos. F. When a space-conditioning system is altered by the instillation or replacementofthe airhandler, outdoor condensing unitofa splitsysterii air conditioner or heat pump, cooling or heating coil, or the furnace heat exchanger, the following requirements shall be met: i. Non-setback thermostats shall be replaced with setback thermostats meeting the requirements of §112(c); and ii. IVeetthe refrigerantcharge and airflowrequirements of Reference Residential Appendix RA3 EXCEPTION to §152(b)1Fii: Heating only systems need notcomply with this requirement G. New service water-heating systems or components shall: i. K/betthe requirements of §15Q and ii. Be limited to natural gas, liquefied petroleum gas, or the existing fuel type unless itcan be demonstrated thatthe TDV energy use of the new system is more efficient than the existing system. H. Replacements of the exterior surface of existing roofs shall meet the requirements of §11 Band the applicable requirements of Subsections i through iii where more than 50percentofthe roof or more than 1,000fiz roof, whichever is less, is being replaced: i. For Steep-sloped roofs, roofing products with a density of less than five pounds per square foot in climate zones 10through 15shall have a minimum aged solar reflectance of020and a minimum thermal emittance of076 ora minimum SRI of 16 ii. For steep-sloped roofs, roofing products with a density of five pounds per square fuotor more in climate zones 1 through 16shall have a minimum aged solar reflectance of 0 15and a minimum thermal emitiance of 075 ora minimum SRI of 10 ALTERNATIVE TO §152(b)lHi and ii: The follovving shall be considered equivalenttn Subsection i and ii: a. Insulation with a thermal resistance ofatleastQ85hrfi?-°FA3tu or atleasta 3/4inch air-space is added tD the roofdeck overan attic or b. Existing ducts in the attic are insulated and sealed according'w §151(01Q or c. In climate zones 1Q 12and 13.with 1 flzoffree ventilation area of attic ventilation forevery 150f?of attic floorarea, and where at. 2008 Residential Compliance Manual August 2009 Appendix B - 5B§152 (a) and §152 (b) Page 12 least 30peneentofthe fte ventilation area is within 2Rverfical distance of the roof ridge; .or d. Buildings with atleast R-30ceiling insulation; or e. Buildings with a radiantbarrier in the attic meeting the requirements of §151(02 or f. Buildings thathave no ducts in the attic; or g. In climate zones 1Q 11, 13and 14 R-3orgreater roof deck insulation above vented attic. iii. Low -sloped roofs in climate zones 13and 15shall have a 3 -year aged solar reflectance equal or greater than 055and a thermal emitiance equal or greater than 07-5 ora minimum SRI of 64 EXCEPTION to §152(b)1Hiii: Buildings with no ducts in the -attic. 2 Performance approach. . A. The altered components shall meetthe applicable requirements of §110 through §118 §119 and §150(a) through (p); and B. When the altered components do notmeetthe requirements specified in the Sections thatare stated in subsections i through viii, the standard energy budget (energy budget) shall be based on the requirements stated in those Sections as follows: i. Ceiling Insulation. The energy budgetshall be based on the requirements of §118(d). ii. Wall Insulation. The energy budgetshall be based on the requirements of §150(c). iiia Raised -floor Insulation. The energy budgetshall be based on.the requirements of §150(d). iv. Fenestration. The energy budgetshall be based on the U-factDr and SHGC value requirements of Standards Table 151-C. The allowed glass area shall be the glass area of the existing building. v. Space -Heating and Space -Cooling Equipment The energy budget shall be based on the requirements of Standards Table 151-C. vi. Ducts. The energy budgetshall be based on the requirements of §152(b)1 D. vii. Water Heating Systems. The energy budgetshall be based on requirements of §151(b)1. viii. Roofing Products. The energy budgetshall be based on §152(b)1 H. C. When the altered components meetthe requirements specified in §152(b)28, subsections i through viii, the standard energy budgetshall be based on existing conditions. NOTES TO §152(b)2: A, If an existing componentmustbe replaced with a newcomponent that componentis considered an altered componentforthe purpose of determining the energy budgetand mustmeetthe requirements of §1 52(b)2B• B. The proposed design shall be based on the actual values of the altOred components.. 2008 Residential Compliance Manual August 2009 n E G STRUCTURAL ENGINEERING Zia • BRIAN GOTTLIEB CIVIL ENGINEER - Lica No. C33047 43-100 Cook Street, Suite 203 ` Palm Desert, CA, 92211 (760) 568-3553 (760) 568-5681 Fax , Le'mman'Residenc'e.i j Remodel .T LEMMAN RESIDENCE, REMODEL .` FRAMING ' a r SHEET NO. 9 '°' Ha 902.34 DATE 6-4-2012 STRUCTURAL INGINEERING E BRIAN GOTTLIEB Ir _ � I• j a M�dtu Ong II \(D 2x• TRUSSES 24' OC -- U6 I I I L ' .. •f ) I I alf• •I ,I p , J Here* ";d 2x,TIUSSE 824'at SII: Clo t g M Bath is Y PI ACT - - Lemmarl '� Residence ' SHEETNO. Remodel B.G. STRUCTURAL r JOB NO., 902.34 STEM ENGINEERING DATE Beams Mav 201- 4 ENGINEER BG y B.G.-Structural Engineering, Inc. 43100 Cook Street, Suite 203 Palm Desert, CA. 92211 1-760-568-3553 Voice 1-760-586-5681 Fax Wood Beam .,,_^�,.` eta p r i e r ma i. .Description : Beam 61 Title: Lemman Residence Remodel Job # 902.34 Engineer: BG Project Desc.: Printed: 31 MAY 2012. 2:50KI File: sAEC6-DATAlmcfadden 902-34.ec6 INC. 1983-2011. Build:6.12.5.17. Ver:6.12.5:17 Material Properties Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Analysis Method: Allowable Stress Design Fb - Tension 1,300.0 psi E: Modulus of Elasticity Load Combination 200916C&ASCE7-05 Fb - Compr 1,300.0 psi Ebend- xx 1,600.0 ksi 6x8 Fc - Prll 925.0 psi Eminbend - xx 580.0 ksi Wood Species : DouglasFir-Larch(North) Fc - Perp 625.0 psi Location of maximum on span = Wood Grade : No.1 Fv 170.0 psi Maximum Deflection Ft 675.0 psi Density 31.570ocf _Applied Loads Beam self weight calculated and added to loads 0.315 :1 Uniform Load : D = 0.3120, Lr = 0.240 , Tributary Width =1.0 ft, (Roof) DESIGN SUMMARY N :Actual = Maximum Bending Stress Ratio = 0.531: 1 Section used for this span 6x8 fb : Actual = 689.57psi FB : Allowable = 1,297.59psi Load Combination _ +D+Lr+H Location of maximum on span = 3.250ft Span # where maximum occurs = Span # 1 Maximum Deflection Service loads entered. Load Factors will be applied for calculations. Max Downward L+Lr+S Deflection Maximum Shear Stress Ratio = 0.315 :1 Section used for this span 6x8 N :Actual = 53.71 psi Fv: Allowable = 170.00 psi Load Combination +D+Lr+H Location of maximum on span = 5.883 ft Span # where maximum occurs = Span # 1 Max Downward L+Lr+S Deflection 0.031 in Ratio = 2483 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection .0.073 in Ratio= 1062. Max Upward Total Deflection 0.000 in Ratio= 0 <180 Maximum Forces & Stresses for Load Combinations .Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C FN C r Cm C t CL M fb Fb V tv Fv +D 0.00 0.00 0.00 0.00 Length = 6.50 ft 1 0.304 0.181 1.000 1.000 1.000 1.000 1.000 0.998 1.70 394.59 1297.59 0.85 30.73 170.00 •+D+Lr-4 - 1.000 1.000 1.000 1.000 0.998 0.00 0.00 0.00 0.00 Length- 6.50 ft 1 0.531 0.316 1.000 1.000 1.000 1.000. 1.000 0.998 2.96 689.57 1297.59 1.48 53.71 170.00 +D+0.750Lr+0.750L+H 1.000 1.000 1.000 1.000 0.998 0.00 0.00 0.00 0.00 Length = 6.50 ft 1 0.475 0.282 1.000 1.000": 1.000 1.000 1.000 0.998 2.65 615.83 1297.59 1.32 47.96 170.00 +D+0.750Lr+0.750L+0.750W+H . 1:000 1.000 1.000 1.000 0.998 0.00 0.00 0.00 0.00 Length = 6.50 ft 1 0.475 0.282 1.000 1.000 1.000 1.000 1.000 0.998 2.65 615.83 1297.59 1.32 47.96 170.00 +D40.750Lr+0.750L+0.525OE+41 1.000. 1.000 1.000 1.000 0.998 0.00 0.00 0.00 0.00 Length = 6.50 It 1 0.475 0.282 1.000 1.000 1.000 1.000 1.000 0.998 2.65 615.83 1297.59 1.32 47.96 170.00 Overall Maximum Deflections - Unfactored Loads - Load Combination Span Max. ' ° Defl Location in Span Load Combination Max. °+° Defl Location in Span D+Lr 1 0.0734 3.283 0.0000 0.000 4. B'G. Structural Engineering, Inc. + Title: Lemman Residence'Remodel 'Job # 902.34 4'100 Cook Street, Suite 203 • ° Engineer:' . ` BG Palm Desert, CA. 92211 Project Desc.: • ' ' R'P 1-760-568-3553 Voice , •1-760-586-5681 Fax • R ` POW: 31 MAY 2012. 2:50PM Wood Beam" File: sAEC6-DATAlmcfadden902-34.ec6 ' ENERCALC, INC. 1983.2011, Build:6.12.5.17 Ver 612 517 �, •. ,. n h� o B B a' :ti . 4, SIII yUM- .':§.. ._... wffl>n ' ' '.,r __ - ' ;�' �•! ' E .5 �..:{ Description . Beam Bt t Vertical Reactions • Unfactored Support notation : Far left is #1 Values in KIPS ' Load Combination Support 1 Support 2 Overall MAX1mum - 1.823 1.823 D Only '. 1.043 1.043-. Lr Only - r 0.780 0.780 } D+Lr ' _ 1.823 1.823 B.G. Structural Engineering, Inc. 4=100 Cook Street, Suite 203 Palm Desert, CA: 92211 1-760-568-3553 Voice 1-760-586-5681 Fax Title: Lemman Residence Remodel Job # 902.34 Engineer: BG Project Desc.: IP c� 6x10 Printed: 31 MAY 2012. 2:54114.1 Wood Beam U File: s:IEC6-DATAVncfadden902-34.ec6 ENERCALC, INC. 1983-2011, Build:6.12.5.17, Ver.6.12.5.17 [ ;.+.. - 4 i.�.!9 l Q_�t: r� � yh t r � �..,,/(��,,i1 p tT.i3 �y. ��� :i+lu rt/ •�'� 57 '4� 6�.,w:: �'� 6,�!_L��_ �.. d Description : Beam B2 (Existing) Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Material Properties Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Analysis Method: Allowable Stress Design Fb- Tension 1,300.0 psi E: Modulus of Elasticity Load Combination 20091BC&ASCE7-05 Fb - Compr 1,300.0 psi Ebend- xx 1,600.Oksi Fc - PHI 925.0 psi Eminbend - xx 580.0 ksi Wood Species : DouglasFir-Larch(North) Fc - Perp 625.0 psi Wood Grade : No.1 Fv 170.0 psi Ft 675.0 psi Density 31.570pcf Beam Bracing : Completely Unbraced D(0.312) Lr(0.24) DESIGN SUMMARYDE D(0.312) Lr(0.24) oM„t IED_ Maximum Bending Stress Ratio = 0.333 1 Maximum Shear Stress Ratio = 0.352 : 1 Section used for this span 6x10 Section used for this.sparf 6x10 fb : Actual 431.64psi fv : Actual 59.92 psi c� 6x10 y 6x10 U • Span =. 7.50 ft Span = 3.50 ft 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 = 0.3120, Lr = 0.240 , Tributary Width =1.0 ft, (Roof) Load for Span Number 2 Uniform Load : D = 0.3120, Lr = 0.240 , Tributary Width =1.0 ft DESIGN SUMMARYDE oM„t IED_ Maximum Bending Stress Ratio = 0.333 1 Maximum Shear Stress Ratio = 0.352 : 1 Section used for this span 6x10 Section used for this.sparf 6x10 fb : Actual 431.64psi fv : Actual 59.92 psi FB: Allowable 1,296.43psi Fv: Allowable 170.00 psi Load Combination +D+Lr+H, LL Comb Run (LL) Load Combination +D+Lr+H, LL Comb Run (LL) Location of maximum on span = 7.50h Location of maximum on span 6.75 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.016 in Ratio = 5475 Max Upward L+Lr+S Deflection -0.003 in Ratio = 16569 Max Downward Total Deflection 0.037 in Ratio = 2425 Max Upward Total Deflection -0.005 in Ratio = 9111 _ Forces & Stresses for Load Combinations _Maximum Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN Cr Cm C t CL M Ib Fb V fv Fv 0.00 0.00 0.00 0.00 Length = 7.50 ft 1 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.997 1.71 247.78 1296.43 1.20 34.40 170.00 Length = 3.50 ft 2 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.999 1.71 247.78 1298.38 0.80 34.40 170.00 +D+L+H, LL Comb Run ('L) 1.000 1.000 1.000 1.000 0.999 0.00 0.00 0.00 0.00 Length = 7.50 ft 1 0.191 0.202 1.000. 1.000 1.000 1.000 1.000 6.997 1.71 247.78 1296.43 1.20 34.40 170.00 Length = 3.50 ft 2 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.999 1.71 247.78 1298.38 0.80 34.40 170.00 +D+L+H, LL Comb Run (L') 1.000 1.000 1.000 ' 1.000 0.999 0.00 0.00 0.00, 0.00 Length = 7.50 ft 1 0.191 0.202 .1.000 1.000 1.000 1.000 1.000 0.997 1.71 247.78 1296.43 1.20 34.40 . 170.00 Length = 3.50 ft 2 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.999 1.71 247.78 1298.38 0.80 34.40 170.00 +D+L+H, LL Comb Run (LL) 1.000 1.000 1.000 1.000 0.999 0.00 0.00 0.00 0.00 Length = 7.50 ft 1 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.997 1.71 247.78 1296.43 1.20 34.40 .170.00 Length = 3.50 ft 2 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.999 1.71 247.78 1298.38 0.80 34.40 170.00 B.G. Structural Engineering, Inc. 4T-100 Cook Street, Suite 203 Palm Desert, CA. 92211 1-760-568-3553 Voice 1-760-586-5681 Fax - Wood Beam Description : Beam B2 (Existing) Title: Lemman Residence Remodel Engineer: BG Project Desc.: . Job # 902.34 1 Printed: 31 h1,4Y2012. 2:54RA File: sAEC6-DATAVncfadden 902-34.ec6 INC. 1983-2011, Build:6.12.5.17, Ver.6.12.5.17 ASWAMNO Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C FN C r Cm C t C L M fb Fb V fv Fv +D+Lr+H, LL Comb Run ('L) 1.000 1.000 1.000 1.000 0.999, 0.00 0.00 0.00 0.00 Length = 7.50 ft 1. 0.204 0.205 1.000 1.000 • 1.000 1.000 1.000 0.997 1.83 264.75 1296.43 1.21 34.84 170.00 Length = 3.50 It 2 0.204 0.205 1.000 1.000 1.000 1.000 1.000 0.999 1.83 264.75 1298:38 1.07 34.84 170.00 +D+Lr+H, LL Comb Run (L') 1.000 1.000 1.000 1.000 0.999 0.00 .10.00 0.00 0.00 Length = 7.50 ft 1 0.320 0.350 1.000 1.000 1.000 1.000 1.000 0.997 2.86 414.68 1296.43 2.07 59.47 170.00 Length,= 3.50 ft 2 0.319 0.350 1.000 1.000 •1.000 1.000 1.000 0.999 2.86 414.68 1298.38 1.13 , 59.47 170.00 .+D+Lr+H, LL Comb Run (LL) 1.000 1.000 1.000 1.000 0.999 0.00 0,00 0.00 0.00 Length = 7.50 ft" 1 0.333 + 0.352 1.000 1.000 1.000 1.000 1.000 0.997 2.98 431.64 1296.43 2.09 59.92 170.00 Length = 3.50 ft 2 0.332 0.352 1.000 1.000 1.000 1.000 1.000 0.999 2.98 431,64 1298.38 1.40 59.92 170.00 +D+S+H 1.000 .1.000 1.000 1.000 0.999 4 0.00 0.00 0.00 0.00 Length = 7.50 ft 1 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.997 1.71 247.78 • 1296.43 1,20 34.40 170.00 Length = 3.50 ft 2 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.999 1.71 247.78 1298.38 0,80 34.40 170.00 +D+0.750Lr+0.750L+H, LL Comb Ri 1.000 1.000 1.000 1.000 0.999 0.00 0,00 0.00 0.00 Length = 7.50 ft 11, . '0.201 0.204 1.000 1.000 1.000 1.000 1.000 0.997 1.80 260.50 1296.43 1.21 34.73 170.00 Length = 3.50 ft 2 0.201 0.204 1.000 1.000 1.000 1.000 1.000 0.999 1.80 260.50 1298.38 1.00 34.73 170.00 +D+0.750Lr+0.750L+H, LL Comb R 1,000 1.000 1.000 1.000 0.999 0.00 0.00 0.00 0.00 Length = 7.50 ft 1 0.288 0.313 ' 1.000 1.000 1.000 1.000 1:000 0.997 2.57 372.95 1296.43 1.85 53,20 170.00 Length = 3.50 ft 2 0.287 0.313 1.000 1.000 ' 1.000 1.000 1.000 0.999 2.57 372.95 1298.38 1.05 53.20 170.00 +D+0.750Lr+0.75OL+4-1, LL Comb R, 1.000 1.000 1.000 1.000 0.999 0.00 0,00 0.00 0.00 Length = 7.50 ft 1 0.297 0.315 1.000 1.000 1.000 1.000 1.000 0.997 2.66 385.67 • 1296.43 1.86 53.54 .170,00 Length = 3.50 ft 2 0.297 0.315 1,000 1.000 1.000 1.000 1.000 0.999 2.66 385.67 .1298.38 1.25 53.54 170.00 +D+0.750L40.750S+H, LL Comb Rt 1.000 1.000 1.000 1.000 0.999 0.00 0.00 0.00 0.00 Length = 7.50 ft 1 0.191. 0.202 1.000 1.000 1.000 1.000 1.000 0.997 1.71 247.78 1296.43 1.20 34.40 170.00 Length = 3.50 ft 2 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.999 1.71 247.78 1298.38 0.80 34.40 170.00 +D+0.750L+0.75OS4-H, LL Comb Rt 1.000 • 1.000 1.000 1.000 0.999 0.00 0.00 0.00 0.00 Length .= 7.50 It 1 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.997 1.71 247.78 1296.43 1.20 " 34.40 170.00 Length = 3.50 It 2 0.191 0.202 1.000 1.000 1.000 1.000 • 1.000 0.999 1.71 247.78 1298.38 0.80, 34.40 170.00 +D+0.750L+0.750S+H, LL Comb Rt . 1.000 1.000 1.000 1.000 0.999 0.00 0.00 0.00 0.00 Length = 7.50 ft 1 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.997 1.71 247,78 1296.43 1.20 34.40 .170.00 Length = 3.50 ft 2 0.191 0.202 .1.000 1.000 1.000 1.000 1.000 0.999: 1.71 247.78 1298.38 0.80 34.40 170.00 +D+W+H 1.000 11.000 1.000 1,000 0,999 0.00 0.00 0.00 0.00 Length = 7.50 ft 1 0.191 0.202' 1.000 1.000. 1.000, 1.000 1.000 0.997 1.71 247.78 1296.43 1.20 34.40 170.00 Length = 3.50 ft - 2 0.191 0:202 1.000 1.000 1,000 1.000 1.000 0.999 1.71 247.78 1298.38 0.80 34.40 , 170.00 +D+0.70E+H 1.000 1.000 1,000' 1.000 0.999 0.00 0.00 0.00 0.00 Length =7.50 ft 1 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.997 1.71 247.78 1296.43 "1.20 34.40 170.00 Length = 3.50 ft 2 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.999 1.71' 247.78 1298.38 0.80 34.40 170.00 +D+0,750Lr+0.750L+0.750W+H, LL 1.000 1.000 1.000 1.000 0.999 0.00 0.00 0.00 0.00' Length = 7.50 ft 1 0.201 0.204 1.000 1.000 1.000 1.000 1.000 0.997 1.80 260.50 1296.43 1.21 34.73 - 170.00 Length = 3.50 ft 2 0.201 0.204 1.000 1.000 1.000 1.000? 1.000 0.999 1.80 260.50 1298.38 1.00 34,73 170.00 +D+0.750Lr+0.750L+0.760W+H, LL 1.000 1.000 1.000 1,000 0.999 0.00 0.00 0.00 0.00 Length = 7.50 ft 1 0.288 0.313 1.000 1.000 1.000 1.000 1.000 0.997 2.57 372.95 1296,43 1,85 53.20 17000 Length = 3.50 ft 2 0.287" 0.313 1.000 1.000 1,000 1.000 1.000 0.999 2.57 372.95 1298,38 1.05 53.20 170.00 +D+0.750L'r+0.750L+0.75OW+H, LL 1.000 1.000 1.000 1.000 0.999 0.00 0.00 0.00 0.00 Length = 7.50 ft , 1 0.297 0.315 1,000 1.000 1.000 1.000 1.000 0.997 2.66 385.67 1296.43 1.86 53.54 170.00 Length = 3.50 ft 2 0.297 0.315 1,000 1.000 1.000 1.000 1.000 0.999 2.66 385.67 1298.38 1.25 53.54 170.00 +D+0.750L+0.750S+0.750W+H, LL 1.000 1.000 1.000 1.000 0.999 0.00 0.00 0.00 0.00 Length = 7.50 ft 1 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.997 1.71. 247.78 1296.43 1.20 • 34.40 170.00 Length = 3.50 ft 2 0.191 0.202 1.000 1.000 1.000 1.000 1.000 'o.999 1.71 247,78 1298.38 0.80 34.40 170.00 +0+0.750L+0.75OS+0.75OW+4-1, LL 1.000 1.000 1.000 1.000 0.999 0.00 0.00 0.00 0.00 Length = 7.50 ft 1 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.997 1.71 247.78., 1296.43 1.20 34.40 170.00 Length = 3.50 ft 2 0.191 0.202 ' 1.000 1.000 1.000 1.000 1.000 , 0.999 1.71 247.78 1298.38 0.80 34.40 170.00 +D+0.750L+0.750S+0.750W+H, LL 1.000 ' 1.000 1.000 1.000 0.999 0.00 0.00 0.00 ' 0.00 Length = 7.50 ft 1 0.191 0.202 1.000 ` 1,000 1.000 ' 1,000 1.000 0.997 1.71 247.78 1296.43 1.20 34.40 170.00 Length = 3.50 ft 2 0.191 0.202 1.000 1.000 1,000 1.000 1.000 0.999 1.71 247.78 1298.38 0.80 34.40 170.00 +.D+0.750Lr+0.75OL+0.5250E+H, Ll' 1.000 1.000 1.000 1.000 0.999 0.00 0,00 0.00 0.00 Length = 7.50 ft 1 0.201 0.204 1.000 1.000 1.000 1.000 1.000 0.997 1.80 260.50 1296,43, 1.21 34.73 170.00 Length = 3.50 ft 2 , 0.201 0.204 1.000 1.000 1.000 1.000 1.000 0.999 1.80 260.50 1298.38 1.00 34.73 170.00 +D+0.750Lr+0.75OL40.5250E+H, Ll 1.000 • 1.000 1.000 1.000 0.9990.00 0.00 0,00 _ 0.00 Length = 7.50 ft 1 0.288 0.313 1.000 1.000 1.000 1.000 1,000 0.997 2.5?' 372.95 1296.43 1.85 53.20 170.00 Length = 3.50 ft 2 0.287 0.313 1.000 1.000 1.000 1.000. 1.000. 0.999 2.57. 372.95 1298.38 1.05 53.20 170.00 B.G. Structural Engineering, Inc. Title: Lemman Residence Remodel Job # 902.34 + 4T 100 Cook Street, Suite 203 '_ Engineer: BG Palm Desert, CA. 92211 Project Desc.: 1460-568-3553 Voice 1-760-586-5681 • Fax • . �_ Printed: 31 f0AY 2012-2:54KI Wood Beam File: e:1EC6-DATAlmcfadden902-34.ec6 RAL C INC.9832011 d612 7 . V 12.5.17 i Buil 51 er6 �eY , • r�, ; • Description : Beam B2 (Existing) "" - Load Combination Max Stress Ratios ' Moment Values •. Shear Values Segment Length Span #, M V C d C FN C r- C m C t C L M fb Fb V tv Fv +D+0.750Lr+0.750L+0.5250E+H, Lt 1.000 1.000 ' 1.000 1.000 0.999. 0.00 0.00 0.00 Length = 7.50 ft 1 0.297 0.315 1.000 .1.000 1.000 1.000 '.1.000 0.997. 2.66 385.67 1296.43 _0.00 1.86 53.54 -170.00 Length = 3.50 It 2 . 0.297 0.315 1.000 1.000 1.000 1.000 1.000 - 0.999 2.66 385.67 1298.38 1.25 53.54 1176.00y +D+0.750L+0.750S+0.5250E+H, LL 1.000 1.000 1.000 1.000 0.999 0.00 0.00 0.00 , 0.00 . Length = 7.50 It ' 1 0.191 . - 0.202 1.000 1.000 1.000. 1.000 ' 1.000 0.997 1.71 247.78 1296.431.20 •34.40 170.00 y Length = 3.50 It 2 0.191 0.202 1.000 1.000 _ 1.000 1.000 1.000 0.999 1.71 247.78 1298.38 .'0.80' 34.40 170.00. +D+0.750L+0.750S+0.5250E+H, LL 1.000 1.000 1.000 1.000 0.999 0.00 0.00 0.00. 0.00 Length= 7.50 It . 1 0.191' 0.202 1.000 1.000 1.000 . 1.000 1.000.' 0.997 1.71 247.78 1296.43 1.20 '34.40 170.00 ` - . Length = 3.50 It 2 0.191. 0.202 1.000 1.000 1.000 1.000 1.000 0.999 1.71 247.78 1298.38- 0.80', 34.40 170.00 +D+0.750L+0.750S+0.5250E+H, LL 1.000.1.000 1.000 1.000 0:999 0.00. ^ 0.00 ' 0.00 0.00 ' Length = 7.50 It 1 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.997. 1.71 -.247.78, . 1296.43. 1.20 34.40 170.00 . Length = 3.50 It 2 0.191 0.202 1.000 1.000 1.000 1.000 1.000 0.999 1.71. 247.78 1298.38 a 0.80 34.40 170.00 - ' r +0.60D+W+H 1.000' 1.000 1.000 1.000 0.999 0.00 0.00 0.00 • 0.00 Length = 7.50 It 1 0.115 0.121 1.000 1.000 1.000 1.000 .1.000 0.997 1.02 148.67 1296.43 _ 0.72. 20:64 170.00 Length = 3.50 It 2 0.115 .0.121 1.000 1.000 1.000 1.000 1.000 0.999 1.02 148.67 1298.38 0.48 20.64 170.00 +0,60D+0.70E+H 1.000 1.000 1.000 1.000 0.999 0.00 0.00 , 0.00` 0.00 Length = 7.50 It 1. 0.115. 0.121 1.000 1.000 1.000 1.000 1.000,; 0,997 1.02 148.67 1296.43 0.72 20.64 170.00 Length = 3.50 It 12 0.115 0.121 1.000 1.000 1.000 1.000 "1.000 0.999 1.02 148.67, 1298.38 0.48 20.64 170.00 Overall Maximum Deflections • Unfactored Loads ' ^ Load Combination Span Max. ° " Deb Location in Span Load Combination • ' Max. °+° Defi Location in Span D+Lr, LL Comb Run (L') a .y 1 0.0371 3.462 0.0000 0.000 2 r 0.0000 3.462 D+Lr, LL Comb Run (L`) -0.0046 • 1.373 - 4 Vertical Reactions • Unfactored Support notation : Far left is #1 ' Values in KIPS r ° Load Combination Support 1 Support2 Supporta , Overall MAXimum , 1.732 4.346 0.465 D Only 0.985 2.495 _ 0.078 ! Lr Only, LL Comb Run ('L) -0.016 0.469 0.387 r Lr Only, LL Comb Run (L') 0.147 1.382 -0.329 r ' Lr Only, LL Comb Run (LL) 0.731 • <1.851 0.058 D+Lr, LL Comb Run ('L) 0.970, 2.964 0.465 ` D+Lr, LL Comb Run (L') 1.732 3.877 -0.251 _ D+Lr, LL Comb Run (LL) 1.716 4.346 0.136 r B.G. Structural Engineering, Inc. Title: Lemman Residence Remodel Job # 902.34 43100 Cook Street, Suite 203 Engineer: BG Palm Desert, CA. 92211 Project Desc.: 1-760-568-3553 Voice fb : Actual _ 1-760-586-5681 Fax fv : Actual _ 82.78 psi Printed: 31 MAY 2012. MPH 1,617.30psi VVOOd Beam File: saEC6-DATAMcfadden902-34.ec6 Load Combination +D+Lr+H ENERCALC, INC. 1983.2011, Ver.6.12.5.17 1.R 1ii� _au.:!lt-<:z.t:,,-L.r.....E`[A.� IBuild:6.12.5.17, .=f,T� �� �m'3_ :1a 'y��u�_....�L 7,-� .rw P1iA�- ,;A t�t� :I Description : Beam B3 (Existing) 'Location of maximum on span = Material Properties Calculations per NDS 2005, ]EIC 2006, CBC 2007, ASCE 7-05 Analysis Method: Allowable Stress Design Fb- Tension 1,300.0 psi ' 'E: Modulus of Elasticity Load Combination 20091BC&ASCE7-05 Fb -Compr 1,300.0 psi Ebend-xx' 1,600.Oksi CL M Fc - Prll, 925.0 psi Eminbend - xx 580.0 ksi Wood Species : DouglasFir-Larch(North) Fc- Perp 625.t7psi Wood Grade : No.1 Fv 170.0 psi Fv. Ft 675.0 psi Density 31.570pcf Beam Bracing : Completely. Unbraced D(0.377) Lr(0.29 Sp; Applied Loads Beam self weight calculated and added to loads Uniform Load D = 0.3770, Lr = 0.290 , Tributary Width =1.0 ft, (Roof) DESIGN SUMMARY . 6x10 U - I= 10.0 ft Service loads entered. Load Factors will be applied for calculations. MaximumBending Stress Ratio = 0.761:1 Maximum Shear Stress Ratio 0.390: 1 Section -used for this span 6x10 Section used for this span il 610 fb : Actual _ 1,230.14psi fv : Actual _ 82.78 psi FB: Allowable = 1,617.30psi Fv : Allowable = 212.50 psi Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum,on span = 5.000ft 'Location of maximum on span = 0.000 ft Span # where maximum occurs. = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection CL M fb Max Downward L+Lr+S Deflection 0.105 in Ratio =. 1147 Fv. Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.245" in Ratio= 490 Max Upward Total Deflection 0.000 in Ratio = 0 <180 • 0.00 Forces & Stresses for Load Combinations _Maximum Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C FN Cr . C m C t CL M fb Fb V fv Fv. +D 0.00 0.00 • 0.00 0.00 Length =10.0 ft 1 0.544. 0.279 1.000 1.000 1.000 1.000 1.000 0.996 4.86 704.33 1295.16 1.65 .47.40 170.00 +D+Lr+t-i 1.000 1.000 1.000 1.000 0.996 '0.00 .0.00 0.00 0.00 Length =10.0 It 1 0.761 0.390 1.250 1.000. 1.000 1.000 1.000 0.995 8.48 1,230.14 1617.30 2.88 82.78 212.50 .+0-+0.750Lr40.750L4-H ,.1.000 1.000 1.000 1.000 0.995 -0.00 0.00 0.00 0.00 Length =10.0 ft 1 0.679 0.348 1.250 1.000 1.000 1.000 1.000 0.995 7.57 1,098.68 1617.30 2.58 73.93 212.50 +D+0.750Lr-�0.750L40 750W+H 1.000'. 1.000 1.000 1.000 0.995 0.00 0.00 0.00 0.00 "Length =10.0 ft 1 0.679." 0.348 1.250 1.000 " 1.000 1.000 1.000 0.995 7.57 1,098.68 1617.30 2.58 73.93 212.50 +W.750Lr4750L40.5250E+H 1.000 1.000 1.000 1.000. 0.995 0.00 0.00 0.00 0.00 Length =10.0 ft 1 0.679 0.348 1.250 1.000 1.000 1.000 1.000 0.995 7.57 1,098.68 1617.30 2.58 73.93 212.50 Overall Maximum Deflections - Unfactored Loads Load Combination Span • Max. '2 Defi Location in Span Load Combination Max. °+° Defl Location in Span D+Lr 1 0.2447 5.050 0.0000 0.000 s B.G. Structural Engineering, Inc. ° Title: Lemman Residence Remodel Job# 902.34 43'-100 Cook. Street,:Suite 203 •t Engineer:. BG •• 'Palm Desert, CA. 92211 Project Desc.:' 1-760-568-3553 Voice r 1-760-586-5681 Fax PAW: 31 IAAY 2012. 2:58Fd WOOd B@1171 ° File: saEC6-DATAhdadden902-34.ec6 h. - ENERCALC, INC. 1983.2011, Build:6.12.5.17, Ver:6.12.5.17 0 7;° 1 : 1r t w F; •1r k�Y r '-� 1 -Gt�1{4't`L....,..�4�;12r5. ti71 .1r. ! - r -s,' ILL c - - °1✓ mum, p. .rjiF;lfilj J! � q t'(e CC,f r '3a,a SCC.,...... ..M ...... .,'2, ,.. i . Description: Beam B3 (Existing) - ' Vertical Reactions-- UnfactOfed Support notation ; Far lett is #1 'Values in KIPS Load Combination Support 1 Support 2 . Overall MAXimum 3.392 3.392. D Only , 1.942, 1.942 Lr Only 1.450 1.450. .. .� . D+Lr 3.392 1392' 'T • PffbJECT Lemman _ :Residence Remodel ITEM Beams SHEET NO. B.G. STRUCTURAL JOB NO. �ENGINEERING r DATE '+ ENGINEER• i° � 34 112 w i° � B.�..Structural Engineering, Inc. 43-100 Cook Street, Suite 203 Palm Desert, CA. 92211 1-760-568-3553 Voice 1-760-586-5681 Fax Wood Beam Title: Lemman Residence Remodel Job # 902.34 Engineer: BG Project Desc.: Printed: 31 PRAY 2012. 4:54Pi: File: s:1EC6-DATAImcfadden 902-34.ec6 ENERCALC, INC. 1983-2011, Build:6.12.5.17, Ver.6.12.5.17 Description : Beam B4 Span # M Material Properties Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Analysis Method: Allowable Stress Design Fb - Tension 2,400.0 psi E: Modulus of Elasticity Load Combination 200916C&ASCE7=05 Fb - Compr 2;400.0 psi Ebend-xx 1,800.Oksi M Fc - Prll 1,650.0 psi Eminbend - xx 930.0 ksi Wood Species : DF/DF Fc - Perp 650.0 psi Ebend- yy 1,600.0 ksi Wood .Grade :24F - V8 Fv 265.0 psi' Eminbend - yy ' 830.0 ksi 0.00 Ft 1,100.0 psi Density 32.210pcf Beam Bracing : Completely Unbraced . 1 0.451 D(0.52) Lr(0.4) _...... _..... ......... _:_.._._.._.........._...._....- _....__...._......_ . D(0.312) Lr(0.24) 0.975 1.000 D 0.39 Lr 0.3 1.000 0.979 D 0.624 Lr 0.48 +D+Lr+H 265.00 0.975 1.000 1.000 1.000 0.979 Length =18.0 ft 1 0.786 i 1.000 i 5.125x18 1.000 1.000 Span = 18.0 ft - -- -----..__ . 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 1.000 1.000 Uniform Load: D.= 0.6240, Lr = 0.480 klft, Extent = 3.50 ->> 11.50 ft, Tributary Width =1.0 ft, (Roof) Uniform Load : D = 0.390, Lr = 0.30 k/ft, Extent =11.50 -->> 18.0 ft, Tributary Width =1.0 ft, (Roof) 0.702 Point Load : D = 0.3120, Lr =,0.240 k (a)11.50 ft 1.000 0.975 Uniform Load : D = 0.520, Lr = 0.40 k/ft, Extent = 0.0 ->> 3.50 ft, Tributary Width =1.0 ft, (Roof) 1.000 DESIGN.SUMMARY__..___.___....-- �_.-...... -- e : °�. r ;�.�.R - -.� Maximum Bending Stress Ratio = --=------ --- - -- .._:._. . _. __.. _._. _..-._ 0.78111 Maximum Shear Stress Ratio = 0.485 : 1 Section used for this span 5.125x18 Section used for this span 5.125x18 fb : Actual = 1,839.67psi fv : Actual - 128.44 psi FB: Allowable 2,340.44psi Fv: Allowable = 265.00 psi Load Combination +D+Lr+H Load Combination +D+Lr+H . Location of maximum on span = 8.820ft Location of maximum on span = 0.000 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection +D+0.750Lr+0.750L+0.5250E+H Max Downward L+Lr+S Deflection 0.234 In Ratio = 923 0.975 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0. <360 1.000 Max Downward Total Deflection 0.549 in Ratio = 393 Length =18.0 ft Max Upward Total Deflection 0.000 in . Ratio = 0 <180 0.433 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Segment Length Span # M V C d C FN C i C M. C t C L M +p 0.00 0.00 7.90 128.44 265.00 0.00 0.00 0.00 7.06 114.76 Length =18.0 ft 1 0.451 0.278 1.000 0.975 1.000 1.000 1.000 0.979 24.34 +D+Lr+H 265.00 0.975 1.000 1.000 1.000 0.979 Length =18.0 ft 1 0.786 0.485 1.000 0.975 1.000 1.000 1.000 0.979 42.43 +D+0.750Lr+0.750L+H 0.975 1.000 1.000 1.000 0.979 Length =18.0 ft 1 0.702 0.433 1.000 0.975 1.000 1.000 1.000 0.979 37.91 +D+0.750Lr+0.750L+0.750W+H 0.975 1.000 1.000 1.000 0.979 Length =18.0 ft 1 0.702 0.433 1.000. 0.975 1.000 1.000 1.000 0.979 37.91 +D+0.750Lr+0.750L+0.5250E+H 0.975 1.000 1.000 1.000 0.979 Length =18.0 ft 1 0.702 0.433 1.000 0.975 1.000 1.000 1.000 0.979 37:91 fb Fb 0.00 1,055.56 2340.44 0.00 1,839.67 2340.44 0.00 1,643.64 2340.44 0.00 1,643.64 2340.44 0.00 1,643.64 2340.44 Shear Values V tv Fv 0.00 0.00 0.00 4.53 73.70 265.00 0.00 0.00 0.00 7.90 128.44 265.00 0.00 0.00 0.00 7.06 114.76 265.00 0.00 0.00 ' 0.00 7.06 114.76 265.00 0.00 0.00 0.00 7.06 114.76 265.00 Y: , � ,'1• ri,t • B.G. Structural Engineering, Inca Title': Lemman.Residence Remodel Job # 902.34 43100 Cook Street, Suite 203 .' ` Engineer: BG Palm Desert, CA. 92211 Project Desc.: - •`' 1-760-568-3553 Voice, 1-760-586-5681 Fax t • - - Printed: 31 hlke 2012. 4:54P:°7 Wood Beam File: saEC6-DATAlmofadden902-34.ec6 NERCALC, INC. 1983 2011, Build:6..5. 1 i27 Ver612517, -°, Ids 8 . A.A ° : ° • rt' u, Ism d. 8 Description : Beam B4 , -Overall Maximum Deflections - Unfactored Loads Load Combination Span Max..'-" Defl ° •Location in Span Load Combination ' +0.5492 Max. °+° Defl Location in Span D+Lr 1 9.000 0.0000 0.000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS r _ • Load Combination Support 1 Support 2 ; •Overall MAXimum 9.254 8.207 ; D Only -5.311 4.719 ' Lr Only 3.943 3.487 .. , D+Lr 9.254 8.207 B.P. Structural Engineering, Inc. 43-100 Cook Street, Suite 203 Palm Desert, CA. 92211 j.. 1-760-568-3553 Voice' 1-760-586-5681 Fax Wood Column u.' Description : Column C1 Title: Lemman Residence Remodel Engineer: BG Project Desc.:• Job # 902.34 I� Printe8: 31 MAY 2012. 3:10Ptd File: 0EC6-DATAlmcfadden 902-34.ec6 ENERCALC, INC. 1983-2011• Build:6.12.5.17• Ver:6.12.5.17 General Information Maximum SERVICE Lateral Load Reactions . . Calculations per 2005 NDS, IBC 2006, CBC 2007, ASCE 7.05 Analysis Method: Allowable Stress Design Comp Only, fc/Fc' Wood Section Name 4x6 End Fixities Top & Bottom Pinned " Maximum SERVICE Load Lateral Deflections ... Wood.Grading/Manuf.. GradedLumber Overall Column Height 10.0 ft Wood Member Type Sawn i t]<ed Por non -slender calculations ) Wood Species DouglasFir-Larch(North) PASS Exact Width3.50 m Allowable Stress Modification Factors Wood Grade No.1 PASS Exact Depth 5.50 in Cf or Cv for Bending 1.30 Fb - Tension 1,200.0 psi Fv 170.0 psi Area ' 19.25 in"2 Cf or Cv for Compression 1.150 0:0 ft 0.0 IxCf or Cv for Tension 1.30 48.526 in Fb - Compr 1,200.0 psi Ft 825:0 psi ly 19.651 inA4 4 Cm: Wet Use Factor 1.0. Fc - Prll 1,000.0 psi Density. 31.570 pdCt : Temperature Factor 1.0 Fc - Perp 625.0 psi 10.0 ft Cfu : Flat Use Factor 1.0 E : Modulus of Elasticity ... x -x Bending y -y Bending Axial Kf : Built-up columns ' 1.0 WS iS 3.2 - Basic 1,600.0 1,600.0 1,600.0 ksi Use Cr: Repetitive ? No (non -EM x1110 Minimum 580.0, 580.0 Brace condition for deflection (buckling) along columns Load Combination 20091BC&ASCE7-05 O.oft X -X (width) axis: Unbraced Length for X -X Axis buckling =10 ft, K =1.0 .,PASS 10.0 ft 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 weiqht included : 42.203 lbs *.Dead Load Factor Note: Only AXIAL LOADS ... X -X Axis Reaction Axial Load at 10.0 ft, D = 2.495, Lr =1.851 k Reaction DESIGN SUMMARY Load Combination @ Base Bending & Shear Check Results F -,ASS Max. Axial+Bending Stress Ratio = Load Combination Governing NDS Formla Location of max.above base At maximum location values are ... Applied Axial Applied Mx Applied My Fc: Allowable 0.6113:1 Maximum SERVICE Lateral Load Reactions . . +D+Lr+H Top along Y -Y 0.0 k . Bottom along Y -Y 0.0 k Comp Only, fc/Fc' Top along X -X 0.0 k Bottom along X -X 0.0 k 0.0 ft ' " Maximum SERVICE Load Lateral Deflections ... 4.388 k 0.0 k -ft 0.0 k -ft 372.925 psi . PASS Maximum Shear Stress Ratio = 0.0 :1 Load Combination . +D+0.750Lr+0.750L+0.5250E+H Location of max.above base 10.0 ft Applied Design Shear 0.0 psi Allowable Shear 170.0 psi Load Combination Results Along Y -Y 0.0 in at 0.0 ft above base for load combination : n/a Maximum Shear Ratios Along X -X 0.0 in at 0.0 It above base , for load combination : n/a .. Location Other Factors used to calculate allowable stresses ... y Status Bending Compression Cf or Cv : Size based factors 1.300 1.150 Tension I. w Maximum Axial +Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location +D 0.3534 PASS '0.0 ft 0.0 PASS 10.0 ft +D+Lr+H 0.6113 PASS 0:0 ft 0.0 PASS 10.0 ft +D+0.750Lr+0.750L+H 0.5468 PASS 0.0 ft 0.0 PASS 10.0 ft +D+0.750Lr+0.750L+0.750W+H 0.5468 PASS 0.0 ft 0.0 PASS 10.0 ft +D+0.750Lr+0.750L+0.5250E+H 0.5468 PASS O.oft 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 2.537 k Lr Only k k 1.851 k D+Lr k k 4.388 k I. w B.p: Structural Engineering, Inc, Title L•emman Residence Remodel Job # 902.34 43-100 Cook Street, Suite 203 Engineer: BG Palm Desert, CA'. 92211 Project Desc,:. rp ♦ 1-760-568-3553 Voice 1-760-586-5681 Fax Printed: 31 FRAY 2012. 3:10PM ' Wood ColumnENERCALC, File: s:TC6-DATAtmcfadden 902-34.ec6 �.i INC. 1983-2011, Build:6.12.5.17,Ver.6.12.5.17 ' ' 3 v rtv 1 .,.af .�ii�a° r:7i �5 - -- " Description: Column Ct MaAmum 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 Y . • yam . BP. Structural Engineering, Inc. Title: Lemmas Residence Remodel Job # 902.34 43-100 Cook Street, Suite 203 Engineer: BG Palm Desert, CA. 92211 Project Desc.: 0 U y 1-760-568-3553 Voice 1-760-586-5681 Fax - o Printed: 311AAY 2012. 3:11P.+.1 WOOCI COI U m n File s 1EC6-DATAlmcfadden 902 34.ec6 .. ENERCALC, INC. 1983-2011, Build:6.12.5.17 Ver 612.5.17 l' s� ll O 6 r -. , ..ACS.< u::..�e°,'A.�I.YS L:lwsiif�:Y o.i • �} � !YA3 m .4.r._Ltsrf?a } _...a 'r -'u u�o .h °�i. 12 :. i - `-' �" Description : Column C2 •-:".1. General Information Calculations per 2005 NDS, IBC 2006, CBC -2007, ASCE 7-05 Analysis Method : Allowable Stress Design Wood Section Name 6x6 End Fixities Top & Bottom Pinned Wood GradinglManuf, ` Graded Lumber Overall Column Height 10.0 ft -, Wood Member Type, Sawn laeci ror /loll --sienda-Calculations ) Exact Width 5.50 in Allowable Stress Modification Factors Wood Species Douglas Fir-Larch(North) Exact i Depth5.50 in Cf'or Cv for Bending 1.0 Wood Grade No.1 Area 30.250 in^2 Cf or Cv for Compression. 1.0 ' 'Fb - Tension' 1,200.0 psi Fv 170.0 psi Ix76:255 in^4 Cf or Cv for Tension 1.0 Fb - Compr 1,200.0 psi Ft 825.0 psi Iy, 76.255 in^4 Cm: Wet Use Factor 1.0 Fc - Prll 1,000.0 psi Density 31.570 pcf . Fc - Perp 625.0 psi Ct :Temperature Factor 1.0 Cfu :Flat Use Factor 1.0 E : Modulus of Elasticity .,.. x -x Bending y -y Bending Axial Kf :Built-up columns 1.0 Basic 1,600.0 .1,600.0 1,600.0 ksi Use Cr: Repetitive? No Minimum 580.0 580.0 Brace condition for deflection (buckling) along columns Load Combination 20091BC&ASCE7-05 X -X (width) axis: Unbraced Length for X -X Axis buckling =10 ft, K =1.0 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 weiqht included : 66.319 lbs ` Dead Load Factor AXIAL LOADS ... Axial Load at 10.0 ft, D = 5.329, Lr = 3.943 k DESIGN SUMMARY Bending & Shear Check Results l f SS Max. Axial+Bending Stress Ratio = . 0.4447:1 Maximum SERVICE Lateral Load Reactions. . Load Combination +D+Lr+H Top along Y -Y 0.0 k Bottom along Y -Y. 0.0 k . Governing NDS Formla 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 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are ..: Along Y -Y 0.0 in at 0.0 ft above base Applied Axial . 9.338 k for load combination : n/a Applied Mx 0.0 k -ft Applied My 0.0 k -ft Along X -X 0:0 in - at 0.0 ft above_ base Fc; Allowable 694.17 psi for load combination : nla Other Factors used to calculate allowable stresses .. ASS Maximum Shear Stress Ratio = 010: 1 Bending ' Compression Tension. ' Load Combination +D+0.750Lr+0.750L+0.5250E+H Cf or Cv : Size based factors 1.000 1.000 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 Stress Ratio Status Location Stress Ratio Status Location +0 0.2569 PASS 0.0 ft 0.0 PASS 10.0 ft +D+Lr+H 0.4447 PASS 0.0 ft 0..0 PASS 10.0 ft 4-M.750Lr+0.750L+H 0.3978 PASS 0.0 ft 0.0 PASS' 10.0 ft +D+0.750Lr+0.750L+0.750W+H 0.3978• PASS 0.0 ft 0.0 PASS 10.0 ft +D+0.750Lr+0.750L+0.5250E+H 0.3978 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 5.395 k Lr Only . k k 3.943 k D+Lr k k 9.338 k B.G. Structural Engineering, Inc. Title' Lemman Residence Remodel Job # 902.34 43-100 Cook Street, Suite 203 Engineer:: BG Palm Desert, CA. 92211 Project Desc.: 1-760-568-3553 Voice 1-760-586-5681 Fax P6nted: 31 MAY 2012: 3:11 Phi W OOd Column File: s:1EC6-DATAVncfadden 902-34.ec6 I ENERCALC, INC. 1983.2011, Build:6.12.5.17, Vec6.12.5.17 .ri'_hlt'�0 . 9 0 � e �. ..� $ �;t:Ra'�. i.: 4S {'a•.L ._S4:'i..: .. n' ^fl. El 4k. y, t6 i �S.�ir. .`���, n C: L.f}_ � �J Description : Column C2 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 ft D+Lr 0.0000 in 0.000 It 0.000 in 0.000 ft Sketches PiiOJECT 0. w Lemman : .'Residence SHEET Nf..0 Remodel R B.G. STRUCTURAL 'TEM ENGINEERING °A. 902.34 Foundations Mav 2012 ' ENGINEER BG . t t PROJECT - • �. SHEET N0.• ,Z Lemman Residence Remodel 4. B.G. STRUCTURAL JOB NO. 902.34 ITEM . "TE F6undat ons. NGIEEINGMav 2012E ENGINEER BG POINT LOAD ON CONTINUOUS FOOTING FDN-1 • 5/7/2009 Footing Width(FW)= 12. in. Footing Depth(FD)= 12 • in. , Soil Bearing(SB)= ,,1 500 psf Increase Width (IW) = 0 psf. { Maximum Soil Bearing=, 20007 . `psf Increase Depth (ID)= 200 psf * . Plain Concrete Design: F'c= 2500 psi Tension Fb= 80.00 psi F " • Example: .` Fsoil = {(D - FD).- 12 x ID) + ((W - FW) .12" x IW) + SB " - F'soil = Fsoil - (D - 12 x (150-110)) ' w= WxF'soil-12 • `' „ s M= Fbx.WxD^2-12"-6 L= (2 x M _ w)^1/2 Pmax=2xLxw ' W D F'soil psf w #/ft M '# L ft Pmax # 12 x 12 1460 1460 1920. 1.62 4736 15 x 12 1460 1825 2400 1.62 5919 ' • 18 x 12, 1460. 2190 2880 , 1:62 7103 21 X 12 1460 2555 3360 • j 1.62 8287 ' ' 24 . x 12 460 2920 3840 1.62 9471 ` 12 .'x .1. 15 1500... ' 1500 3000 , • .- " 2.00 6000 15 x 15 1500 r 1875. ' 3750• 2.00 7500 t 18 x 15 15002250 f 4500, ", 2.00 9000 ,1 24 ..x 15 1500 3000.. 6000 2.00 12000 30. x '15 1500 3750. ' 7500 2.00 15000 a 12 x 18. 1540 1540 r'.' 4320 2.37 7295 15 x 18 1540 1925 5400 2.37 9119 ' .18 x 18 1540 2310 6480 2.37 • 10943 21 . x 18 1540 2695 7560 12.37 r _ 12767 �• . ' 24 x 18 1540 3080 - • 8640- .,2.37 L 14591 ' 12 x '21 1580 1580 5880 2:73 8621 = 15 x 21 1580 1975 7350 2.73: 10776 ' 18 x 21 1580 2370 8820 ' 2.73. 12932 =' " • - 21 x 21 15802765 - 10290 2.73 15087 L ' �• 24 x ' 21 1580 3160 ' 11760 Y 2.73 17242 ;' . 12 x 24 1620 1620 ` 7680 _ 3.08 9977 ` 15 x 24 1620 2025, 9600 3.08 12471 ' ` 18 x 24 • .1620' - 2430 .11520 ' • 3.08 14965 21 x 24 ' 1620 2835 13440 - "3:08 ► 17459. 24 X . 24 1620 • . 3240 15360 yc. - `3.08 ' 19953 " ' Note: For point loads on footings with uniform loads take the difference between "w". above :. y ' and the uniform load, then multiply by two and by "L" above for P'max • ... �'. • a . - - is 4- B.G: Structural Engineering, Inc. Title Lemman Residence Remodel Job # 902.34. " 43=100 Cook Street, Suite 203 Engineer: BG Palm Desed,*CA. 92211 Project Desc.: �Z . 1-760-568-3553 Voice 1-760-586-5681 Fax - Printed: 31 MAY 2012. 3:15P^:1 ' General Footing File: 'saEC6-DATAVncradden902-34.ec6 ENERCALC, INC. 119n201 1, Build:6.12.5.17, Very6.12.5.17 A!6 -x1 N-' ltdiR,,N-%�t1` 1.S " S:: Description.: ' Foundation F2 General Information Calculations per ACI 318-05, IBC 2006, CBC 2007, ASCE 7-05 :llt,iterial 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 N Values Flexure = 0:90 + ' Shear 0.750 Increases based on footing Depth i Analysis Settings Footing base depth below soil surface = 1:50 ft 4 Min Steel % Bending Reinf. = 0.00140 Allowable pressure increase per footof deptl= 0.0 ksf Min Allow % Temp Rei nf. = 0.00180 when footing base is below' _ 0.0 ft 'Min. Overtuming Safety Factor = 1.50 :1 z Min. Sliding Safely 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 r Use ftg wt for stability, moments & shears : Yes when maximum length or width is greater4 , 0.0 ft ` Include Pedestal Weight as DL No ' Dimensions i Width parallel to X -X Axis = 3.250 ft z ` Length parallel to Z Z Axis = 3.250 ft Footing Thicknes = 18.0 in Pedestal dimensions...x • ' px : parallel to X -X Axis , _ 0.0 in pz :parallel to Z Z is = 0.0 in Height - 0.0 in 4 Rebar Centerline to Edge of Concrete.. at Bottom of footing = 3.0 in * y. f Reinforcing 3 Bars parallel to X -X Axis Number of Bars - 5.0 , Reinforcing Bar Size = # 5 - Bars parallel to Z -Z Axis 'Y Number of Bars = 5.0 l 11= :F;:'i'<-;;: "' ` ;•:` '`- - _'.i^'` i.r =:11111-111 Reinforcing Bar SizE - # 5 191111111 10 1111 =1V11=. :<.•,. ":III_ r: r 11011 i:' , • , .;�� ��^•: IIMI�III .. �,;; ;,;,;;;,;,, ,'...:-.;.•,�..... • >S• s 95eu. ) - Wlu l.3 :' 6,y'X.•;;`-':i,.' Eandwidth Distribution Check ACI 1 15.4.4.2 - .�. �`T =1 •, """""'"" a;..: `;` ' :�=181 = ( _ :1�191(Oil Direction Requiring Closer Separation n/a - EAMON # Bars required within zone n/a # Bars required on each side of zone n/a . Applied Loads ; D Lr L- S W E H P: Column Load 5.329 3.943' 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 0.0-1 0.0 k ' B�. Structural Engineering, Inc. Title Lemman Residence Remodel'. Job # 902.34 ' 43 100 Cook Street, Suite 203: ' Engineer: 'BG Palm Desert, CA. 92211 Projecf Desc.: ' ' ; ` 93 L� 1-760-568-3553 Voice 1-760-586-5681 Fax } - • .. Printed: 31 MAY 2012. 3:15NA .. T General Footing File: s:1EC6-DATAVncfadden 902-34.ec6 t" ENERCALC, INC: 1983-2011, Build:6.12.5.17 Ver6125.17' •3 L.1S.....aj+ 7* �iyy��� 4." '� 1. �'•' 11 i api} ' i �' p•:.y n3 C" >7 ` k'� �Cv llh - , - *Description : Foundation F2 _.. - : - , : ' DESIGN SUMMARY . Min. Ratio = 'Item ' Applied Capacity .4 Governing Load Combination `. PASS 0:730. Soil Bearing 1.095 ksf ! � 1.50,ksf +D+Lr+H 'ASS ' nla Overturning - X -X 0.0 k -ft 0,0 k -ft No Overturning rASS ; n/a Overturning - Z -Z 0.0 k -ft ' 0.0 k -ft ,; No Overturning • . " F'ASS Na 'Sliding - X X 0.0 k _ 0.0 k' : • No Sliding • .,-,1Sa°� '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 0.05124 Z Flexure (+X) 1.588 k -ft 30.988 k -ft • +1,20D+1.60Lr•+0.50L' . `�• ' BASS "0.05124 Z Flexure (-X) • 1.588 k -ft 30.988 k -ft +1.20D+1.60Lr+0.50L v PASS . - 0.05124 X Flexure (+Z) - - 1.588 k -ft 30.988 k -ft +1.20D+1.60Lr+0,50L ' .PASS 0.05124 'X Flexure (-Z) '. ' 1:588 k -ft 30.988 k -ft +1:20D+1.60Lr+0.50L •: ; PASS 0.03475. 1 -way Shear (yX) 2.606 psi - x. 75.0 psi .. +1.20D+1,60Lr+0.50L �. PASS 0.03475 0 -way Shear (-X) 2.606psi 75.0 psi ..'+1,20D+1.60Lr+050L . PASS 0.03475 s .1 -way Shear (+Z) 2.606 psi 75.0 psi .' , +1,20D+1.60Lr+0.50L',' - PASS - 0.03475 1 -way Shear (-Z) 2.606 psi 75.0 psi ' { +1.20D+1.60Lr+0.50L _ + .` PASS 0,08003 + 2 -way, Punching . 12.005 psi '. 156.0 psi ` +1.20b+1.60Lr•+0:50L ` Detailed ResultsJ. Soil Bearing . 1 Rotation Axis &Actual Soil Bearing. Stress = T 4 Actual/ Allowable - Load Combination... Gross Allowable - Xecc Zecc +Z ' +Z -X -X Ratio X -X. +D 1.50 n/a r 0.0 0.7220 0:7220 ' rila n/a 0.481 ` X -X. +D+Lr+H .. 1.50 .' n/a. 0.0° 1.095 - . 1.095n/a n/a 0:730 X -X, +D+0.750Lr+0.750L+H 1.50• n/a 0.0 1,002 1.002 s . c n/a n/a 0.668 ` X -X; +D+0.750Lr+0.750L+0.750W+H, 1.50 n/a 0:0 w ; 1.002 1.002 ' n/a n/a 0.668 X -X; +D+0.750Lr+0.750L+0.5250E+H 1.50 n/a 0.0 •1.002 1.002 • n/a n/a 0.668 • ZZ+D '1.50 0.0 n/a n/a n/a 0.7220 0.7220 . r .. 0.481 Z -Z. +D+Lr+H 1.50 0.0 n/a n/a n/a 1.095 " 1.095 0.730' A Z -Z, +D+0.750Lr+0.750L+H 1.50 • 0.0 n/a n/a - n/a, = 1:002 1.002 :0.668 • ' Z -Z; +D+0.750Lr'+0.750L+0.750W+H 1.50 0.0 n/a nla n/a 1,002 1.002 0.668 . Z-Z;+D+0,750Lr+0.750L+0.5250E+H ' 1,50 0.0 n/a n/a n/a 1:002 1.002LL 0.668 Stability � ` _Overturning Rotation Axis & . ' Load Combination..: Overturning Moment Resisting Moment Stability Ratio + Status ` rt, Footing Has NO Overturning + :... "Sliding Stability All units k a , Force Application Axis + ; Load Combination.:. _ Sliding Force Resisting Force - • Sliding SafetyRatio - , Status' t Footing Has NO Sliding Footing Flexure ' 7 _ '` Mu Which Tension @ Bot. 'As Req'd F Flexure Axis 81 Load Combination - GvM. As 'Actual As Phi*Mn • ' ` , , Status +- k -ft Side ? or Top ? in^2 in^2 in"2 k-ftr X -X, +1,46D 0.9324 +Z Bottom ' 0.39. Bendino 0.48 30,988. X-X,+1:40D ' 0.9324" -Z Bottom 0.39.. Bendina 0.48` 430.988`- *.OK •'' X -X, +1.20D+0.50Lr+1.60L'+1.60H 1.046 +Z ' Bottom 0.39 ' "Bendina . 0.48 -30.988 OK' �- • = X -X, +1.20D+0.50Lr+1.60L+1.60H ' 1.046 -Z Bottom 0.39 Bendino , 0.48 30.988 - OK X -X, +1.20D+1.60Lr+0.50L • , 1.588 . +Z Bottom 0.39 Bendino , 0.48 ` 30.988 •' 'OK,: ` X -X; +1.20D+1.60Lr+0.50L - _ ` 1.588. -Z Bottom 039 Bending .0.48 '30.988 OKE X -X, +1.20D+1.60Lr+0.80W • 1.588 +Z , Bottom 0.39 Bendino 0.48 30.988 `+ ' ' OK . X -X, +1.20D+1.60Lr+0.80W' 1.588 =Z Bottom 0.39 t Bendino 0.48 30.988. ° OK X-X,.+1.20D+0.5OLr+0.50L+1.60W. 1.046 +Z Bottom - 0.39 Bendino 0.48 " 30.988 OK X -X, +1.20D+0.50Lr+0.50L+1.60W 1.046` -Z ' Bottom 0.39 Bending 0.48 30.988' OK Z-Z`+1.40D 0.9324 -XBottom. 0.39 ; Bendino 0.48 30.988 OK ' Z -Z, +1.40D 0.9324 +X Bottom 0.39 Bendino •' 0.48,.' 30.988 OK r, Zz +1.20D+0.50Lr+1.60L+1.60H 1.046 '� -X Bottom ` 0:39. Bendina 0.48 30,988 OK ' -'+ - ZZ +1.20D+0.50Lr+1.60L+1.60H' = 1.046 +X Bottom 0.39 ° , , Bendin4 0.48 30.988 . -w , OK Z -Z, +1.20D+1.60Lr+0.50L' 1.588 -X Bottom ; y., ' 0.39 ' Bendina �' :'0.48 30.988 �. OK :r5�, +� ,•, ~ .. a. 1. f I �:. - Y • r BSG. Structural Engineering, Inc. Title•:i Lemman Residence Remodel Job# 902.34 43-100 Cook Street, Suite 203 t Engineer: BG - �i ' Palm Desert, CA. 92211 t Project Desc.:, 94 1-760-568-3553 Voice 1-760-586-5681 Fax ' - Printed: 31 hdAY 2012. 3:15NA ' C7@h@IrBl FOOt111CjA2 1 ENERCALC, INC. 1983-2011,Bud:6.S.7y;V�er:6112.5.`17 7. D '•Lwl!, t' �e a_18:..i.d ?414Y.o. ' .li:'.d4ase,.. ` .. aSR( fi1,! `; - - , ^ f ,� v.7 �. Ala'. o f OB r Description : Foundation F2 .._ - . _ Z-Z•-+1.20D+1.60Lr+0.50L 1.588 - +X Bottom 039 Bendin4 0.48 30.988 ' OK Z -Z. +1.20D+1.60Lr+0.80W 1.588 -X Bottom 0.39 Bendino 0.48 " 30.988 OK Z -Z. +1,20D+1.60Lr+0.80W 1.588 +X . Bottom . 0.39 Bending 0.48 30.988 OK • ' t - .. � Moe �' . B�. Structural Engineering, Inc. Title :' Lemman` Residence Remodel ° ' 'BG Job # 902.34 43-100 Cook Street, Suite 203 Engineer: ii►� Palm Desert, CA. 92211, Project Desc.: 1-760-568-3553 Voice' t , 1-760-586-5681 Fax • Printed: 31 MAY 2012. 3:15PM • General Footing g File: saEC6-DATAhciadden902-34.ec6 i • ENERCALC, INC. 1983-2011, Build:6.12.5.17, Vec6.12.5.17 j :^}� a-isl1. ; Se• p�••�' _ '1 _ :.r. ,b'" e s..= A=tn,2rri' Description: , -- Foundation F2 Footing Flexure; Flexure Axis &Load Combination Mu Which Tension @ Bot. As Req'd GVfn. AS Actual As Phi*Mn Status k -ft Side ? or Top ? in A2 in^2 in A2 k -ft Z -Z, +1.20D+0.50Lr+0.50L+1.60W 1.046 -X Bottom . 0.39 Bending 0.48 - 30.988 OK T Z -Z, +1.20D+0.50Lr+0.50L+1.60W `1.046 +X Bottom 0.39. Bendino 0.48 - 30.988 OK One Way Shear Y . Load Combination... Vu @ -X Vu @ +X Vu @ •Z Vu @ +Z Vu:Max Phi Vn Vu I Phi*Vn Status +1.40D 1.53 Dsi 1.53 osi 1.53 psi 1.53 Dsi 1.53 osi' 75 psi 0.02041 ` OK +1.20D+0.50Lr+1.60L+1.60H 1.716 Dsi 1.716 Dsi 1.716 osi' 1.716 osi 1.716 psi 75 osi 0.02288 OK +1.20D+1.60Lr+0.50L 2.606 psi 2.606 psi 2.606 Dsi 2.606 Dsi 2.606 osi 75 osi 0.03475 OK ' +1.20D+1.60Lr+0.80W • 2.606 Dsi 2.606 psi 2.606 Dsi 2.606 Dsi .. 2.606 psi 75osi 0,03475 OK +1.20D+0.50Lr+0.50L+1.60W: 1.716 Dsi 1.716 Dsi 1.716 osi ` 1.716 Dsi 1.716 Dsi 75 Dsi 0.02288 OK_ ` Punching Shear All units k Load Combination.... Vu Phi*Vn Vu 1 Phi*Vn Status, +1.40D 7.05 osi ' 150osi 0.047 OK ' +1.20D+0.50Lr+1.60L+1.60H 7.906 osi 150osi 0.05271 OK +1.20D+1.60Lr+0.50L 12.005 osi 150Dsi 0.08003 OK -+1.20D+1.60Lr+0.80W 12.005 Dsi . • 150osi 0.08003 „ OK +1.20D+0.50Lr+0.50L+1.60W 7.906 psi 150osi 0.05271 OK q