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AR (11-0775).4 P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA Q.UINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 1/ 12 / 12', Application Number: cT1=00000775_. Owner: Property Address: 80125 MIRAMONTE LN PLAM KENNETH H & SHIRLEY R APN: 772-250-018-19 -31349.- 80125 MIRAMONTE LN Application description: ADDITION - RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: LOW-DENSITY RESIDENTIAL O Application valuation: 40000 F 6 - Contractor: JAN � ! 2012 Applicant: Architect or Engineer: SCHLICHT CONSTRUCTION'. .80207 MARAMAR DRIVE I �1 -----��pA BERMUDA DUNES, CA 9223 �!ll.f�it+� �:r7 (760)702-1048 Lic. No.: 901161 ------------------ LICENSED CONTRACTOR'S.DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: B License No.: 901161 ate:l L �— ntractor: OWNER -BUILDER DECLARATION I hereby affirmunder penalty of perjury that I am exempt from the Contractor's State License Law for the ,following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct,. alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter.9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and - the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). _ (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY - I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: l� A ' Lender's Address: 1� ' - LQPERMIT WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ' _ .I have and will maintain a certificateof consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation . insurance carrier and policy number are: Carrier E4EMPT Policy Number EXEMPT certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, ' and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. /` '� DaEe: lie cant: /WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL . SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,0001. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FDA IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. ., APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, _ the owner, and the applicant, each agrees to, and shall defend, indemnify and 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. " 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation.of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and, hereby authorize representatives of thi county to enter upon the above-mentioned property or inspecti urposes. L Z S' ature (Applicant or Agent): ' Application Number . . . 11-00000775 ------ Structure Information 428SF ADDITION/VB/RES-3/CLASS A -FR [ENG] ----- Other struct info . . . . . CODE EDITION 2010 FLOOD ZONE no GARAGE SQ FTG 96.00 1ST FLOOR SQUARE FOOTAGE 428.00 Permit . . . BUILDING PERMIT Additional desc . Permit Fee 349.50 Plan Check Fee 227.18 Issue Date . . ... Valuation . . . 40000 Expiration Date 7/10/12 Qty Unit Charge Per Extension BASE FEE 252.00 15.00 6.5000 ----------------------------------------------------------------------------- THOU BLDG 25,001-50,000 97.50 Permit . . . •ELECT - ADD/ALT/REM Additional desc . Permit Fee 31.90 Plan Check Fee '. 7.98 Issue Date Valuation . . . 0 Expiration Date 7/10/12 Qty. Unit Charge Per* Extension. BASE FEE 15.00 428.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 14.98 96.00 .0200 ---------------------------------------------------------------------------- ELEC.GARAGE OR NON-RESIDENTIAL 1.92 Permit MECHANICAL Additional desc Permit Fee . . . . 19.50 Plan Check Fee 4.88 Issue Date . . . . Valuation 0 Expiration Date ,. 7/10/12 Qty Unit Charge Per Extension BASE FEE 15.00 1.00' 4.5000 EA MECH VENT INST/ DUCT ALT 4.50 Special Notes and Comments 428SF.FAMILY ROOM AND 96SF STORAGE. ROOM ADDITION/VB/RES-3/CLASS A [ENGINEERED] THIS PERMIT DOES NOT INCLUDE RELOCATION OF MECHANICAL HVAC OR. POOL EQUIPMENT, OR BLOCKWALLS. 2010 CALIFORNIA BUILDING CODES. LQPERMIT LQPERAIIT Application Number . . . . 11=00000775 ---------------------------------------------------------------------- Special Notes and Comments -October 12, 2011-3:39:36,PM AORTEGA FOR BRANADA -----------------_-_---------------------------------------------------- Other Fees .'. . . . . . BLDG STDS ADMIN (SB1'473) --- 2.00 ENERGY REVIEW FEE 22.72 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited Due Permit Fee Total .400.90 00 .00 400.90 Plan Check Total. 240.04 .00 00 240.04 Other Fee Total 25.22 .00 .00 25..22 Grand Total 666.16 .00 .00 666.16 CITY OF LA"QUINTA, SUB -CONTRACTOR LIST c�� sr.�..cn•` JOB ADDRESS �1 MIANN AME PERMIT NUMBER' OWNER 4f v i SHS Q "t- BUILDER C_PfLtc&VT This form shall be costed on the job with the Building Inspection Card'at all times in a conspicuous place. Only persons appearing on this list or their employees 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 of building permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable response. ion Trgde.:..;.Class,tic�............: G ................_.......5��ot...:.::::::.:.:.::;.:::>..:::; :.>:,..:;;.;>;:::................�o�..........i................. 1�0.� ..............n _nd.......::::..::..: ..;....;..;...... . ,:::... Company Name Classification (e.g. A, B, C-8) License Number (xxxxxx) Exp: Date (xx/xx/xx) Carrier Name (e.g. State Fund, CalComp) Policy Number (Format Varies) Exp. Date (xx/xx/xx) License Number (xxxx) Exp. Date (xx/xx/xx) ;EA .TH:W:ORK (G- 21 coNc rE.cc-sl!:.. I -e -f 4_zq too yo Z. a"k~ Atey ths, r",p of toZb STRUGT.:STE�1 (C f . MASOkRY (C=29). PLUMBIOG. (.C.-3.0 a ;.PI_asT�Rtc- � rA C-3Slp/ f(,p€`i_9",' j� 13 2CG✓ w0DY000fs70Z. DRYWALL (C=9).. .... t. H,V (C 2a) 1 laic s da�2 �H�� oy�� C-20 75/ S'� 1t 11,114 S1 -4r2 ya.S tom: INK1`4�irl�i� rp t . ;-�,., 9 b4lm 3o 3S. It13�f ►2 c:. Tf�cat (c=tv) �%Zw ��.. £e 4 e��2ee t?'- l v 7 0 q 3 3► i z Srae.. eo k s� L �( N /f 9'3 3// - l 0.51 Z (o �l la R uu (cos):.:. AL aricct't e'sJ44 ffe&F",,5 t - 3°I 3WY7 ? / t3 57'491-t r -t, KCf 600 q?Zo- ZO z /6( SPr >SHEEr:METAL (G4.31 .GLAzING. (04 INsu ►Ttow:::Ec-2} :: 442u1 Z0144 z C- 2 qvm S Z ? '%1"113 eato e-.,. oil t1w I 12 I o ryd till t3 SEWAGE-DISP. (C.=42):. PAINTING: (C-33) 33 y , ffS /S �- Z/ZY SEc� TNcr rvp�• �+ict c°tt.�. CERAMI..0 T[LE (C-54) i CABINETS FENCING LAND;KAPMG IC -27Y POOL (C=53) (/ Bin # tek City of La Quinta Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # ' Project Address:r.__.06; /� , ^p�n .Owner's Name: Mr. Kenneth Plam A. P. Number: 777-310-019 Address: 80-125 Miramonte Lane Legal Description: Lot No. 19 Sec. 4 T:6 S. R.7 E. Kenneth Plam Contractor: Mr. Ke City, ST, Zip: La Quinta; CA 92253-9059 - -4 Telephone: 1 hone• 1 760 972 4 65 P Address: 80-125 Miramonte Lane Project Descr iption: City, ST, Zip: La Quinta, CA 92253-9059 An Addition To An Existing Single Family Residence Telephone:7 -4465. 1- 760 9 2 State Lic. # : City Lic. #; Arch., Engr., Designer: Mike Mendoza-Designer Address: P.O. Box 692 City., ST, Zip: Desert Hot Springs, CA 92240 - 27 -1816 Telephone: 1 760 5 P ( ................................................... n VB Co tructi n Type: s o Occu anc R1 YP Y� P State Li N/A Project tYPa(circle one):: New (9n) Alter Repair Demo Name of Contact Person: Mike Mendoza-Designer Sq. Ft.: 498.0 #Stories: 01 #Units: Telephone # of Contact Person: 1-(760 275-1816 Estimated Value of Project: Z/0 DOD APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets 3 Plan Check submitted, ` /� Item Amount Structural Calcs. 2, Reviewed, ready for corrections d, Plan Check Deposit Truss Calcs. a- Called Contact Perso g Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted % r' 0 Mechanical Grading plan 2"" Review, ready fo corrections/ ssue Electrical Subcontactor List Called Contact Person f Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval r Plans resubmitted Grading IN HOUSE:- '^' Review, ready for correction Developer Impact Fee Planning Approval Called Contact Person �� A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees %/l8 STS ?/30 /0'// .. ST2.A' 9 l2 9/.27 -� �ito� dAA-.-- /V • // - // Ava4 tRL.6 ---V race Q -Lo css cd6 +�sT Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 • This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT - - LEVELONEAMOUNT: LEVELTWOAMOUNT: MITIGATION AMOUNT: COMMAND. AMOUNT: DATE: RECEIPT: CHECK#: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Kenneth & Shirley Plam (Mountain_View CC) Date: January 12, 2012 Owner's Name: Kenneth &Shirley Plam Phone No. 760-601-5588 Project Address: 80-125 Miramonte Ln., LaQuinta, CA Project Description: Family Room Addition to Existing SFD " APN: 777-310-019 Tract #: Type of Development: Residential Commercial Industrial Total Square Feet of Building Area: 428 sq. ft. Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer. Dated: January 12, 2012 Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) i Education Code Gov. Code Project 17620 65995 Approval Note: Number of Sq.Ft. 428 sq., ft. Amount per Sq.Ft. $ 0.00 Amount Collected $ 0.00 Building Permit Application Completed: Yes/No By: Jamie T. Brown, Asst. Supt., Business Services Agreement Existing Prior to 1/1/87 Not Subject to. Fee Requirement Certificate issued by: Laurie Howard, Secretary IH Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that'the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior. to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. MV:c/mydocs/dcvfees, cellilicateofcompliance form tablesfO USE.doc 1/16/03 T , Monarch Management Group A DIVISION OF THE MANAGEMENT TRUST MOUNTAIN VIEW COUNTRY CLUB at La Quinta October 19, 2011 Mr. Ken Plam 80-125 Miramonte Lane La Quinta, CA 92253 Re: Architectural Request Miramonte Lane Dear Mr. Plam: The Architectural/Landscape Committee of the Mountain View Country Club Homeowners' Association have reviewed the plans to install a casita to your home per the application submitted. The committee is pleased to inform you that it has approved the application. Please note the following: • The addition of 498 sq. feet to your great room and 96 sq. feet to the storage room. Thank -you for your patience and understanding during this approval process. If there -are any questions please contact me at 760-776-5100 ext. 333. Sincerely, FOR THE BOARD OF DIRECTORS MOUNTAIN VIEW COUNTRY CLUB Heather Yslas Association Assistant Manager cc: Board of Directors Unit File 39755 Berkey Drive, Suite A, Palm Desert, CA 92211 CONNECTING PEOPLETOTHEPROMISE PH: 760.776.5100 FAX: 760:776.5111 www.managementtrust.com BUILDING ENERGY ANALYSIS REPORT PROJECT: Mr. Kenneth & Mrs. Shirley Plarn 80125 Miramonte Lane @ Mountain View C.C. La,Quinta, Ca 92253. , Project Designer: Mike Mendoza P. O. BOX 692 Desert Hot Springs, Ca 92240 1-(760) 275-1816 Report Prepared by: - f Santiago Lopez-Ocampo Santiago Lopez-Ocampo P.O. Box 1018 La Quinta, Ca 92247 760.485.8927 11-gms- CITY.OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION w _ Job Number: DATE 1 11 B ARL [) Ig052911-corr082911 AUG 3 0 2011 Date:' By 8/29/2011 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. Ener Pro 5.1 by Energ Soft User Number: 5732 RunCode: 2011-08-29T19:26:53 ID: 1q05291 1 -corr08291 I TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Summary 12 HVAC System Heating and Cooling Loads Summary. 15 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Mr. Kenneth & Mrs. Shirley Plam Building Type m Single Family ❑ Addition Alone ❑ Multi Family ® Existing+ Addition/Alteration Date 8/29/2011 Project Address 80125 Miramonte Lane @ Mountain View California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 3,403 Addition 428 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes El No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. El Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (ft) Features see Part 2 of 5 Status Slab Unheated Slab -on -Grade None 2,975 Perim = 247' Existing Wall Wood Framed R-19 2,972 Existing Roof Wood Framed Attic R-38 3,011 Radiant Barrier Existing Door Opaque Door None 49 Existing Slab Unheated Slab -on -Grade None 428 Perim = 41' New Wall Wood Framed R-21 786 New Roof Wood Framed Attic R-38 392 Radiant Barrier New FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Right (SIM 96.0 0.550 0.67 none none Bug Screen Existing Rear (S) 39.0 0.550 0.67 none none Bug Screen Existing Rear (SE) 276.5 0.550 0.67 none none Bug Screen Existing Front (NW) 16.0 0.550 0.67 none none Bug Screen Existing Front (NW) 14.0 0.510 0.66 none none Bug Screen Existing Right (W) 34.5 0.550 0.67 none none Bug Screen Existing Right (SIM 5.4 0.510 0.66 none none Bug Screen Existing Right (SIM 67.5 0.550 0.67 none none Bug Screen Removed Rear (SE) 47.5 0.550 0.67 none none Bug Screen Removed Left (NE) 43.3 0.510 0.66 none none Bug Screen Existing Right (SIM 5.4 0.510 0.66 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 78% AFUE Split Air Conditioner 12.0 SEER Setback Existing 1 Central Furnace 78% AFUE Split Air Conditioner 12.0 SEER Setback Existing 1 Central Furnace 78% AFUE Split Air Conditioner 12.0 SEER Setback Existing HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC System - Zone 1 Ducted Ducted Attic, Ceiling Ins, vented 6.0 Existing HVAC System - Zone 2 Ducted Ducted Attic, Ceiling Ins, vented 6.0 Existing HVAC System - Zone 3 Ducted Ducted Attic, Ceiling Ins, vented 6.0 Existing WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Ener Pro 5.1 by Ener Soft User Number: 5732 Run Code: 2011-08-29719:26:53 ID: 1 052911-corr082911 Page 3 of 17 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Mr. Kenneth & Mrs. Shirley Plam Building Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 8/29/2011 Project Address 80125 Miramonte Lane @ Mountain View California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 3,4G Addition 428 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes I I No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity (ft) Features see Part 2 of 5 Status FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Rear (S) 22.5 0.390 0.37 none none Bug Screen New Rear (SE) 22.5 0.390 0.37 none none Bug Screen New Left (E) 22.5 0.390 0.37 none none Bug Screen New Left (E) 15.0 0.550 0.67 none none Bug Screen Existing HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Energ Pro 5.1 by Energ Soft User Number: 5732 Run Code: 2011-08-29719:26:53 ID: 1 052911-corr082911 Page 4 of 17 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project Name Mr. Kenneth & Mrs. Shirley Plam Building Type ® Single Family ❑ Addition Alone 1 ❑ Multi Family ® Existing+ Addition/Alteration Date 8/29/2611 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The Existing Furnace Default FAU/AC 2006 and Later has an AFUE less than the Vintage Defaults. Field verification is required. HIGH MASS Design - Verify Thermal Mass: 117.0 ft' Exposed Slab Floor, 4.000" thick at Zone 1 HIGH MASS Design - Verify Thermal Mass: 262.0 ft2 Covered Slab Floor, 4.000" thick at Zone 1 The Existing Furnace Default FAU/AC 2006 and Later has an AFUE less than the Vintage Defaults. Field verification is required. HIGH MASS Design - Verify Thermal Mass: 1,349.0 ft2 Exposed Slab Floor, 4.000" thick at Zone 2 HIGH MASS Design - Verify Thermal Mass: 428.0 ft' Exposed Slab Floor, 4.000" thick at Zone 2 - Addition The Existing Furnace Default FAU/AC 2006 and Later has an AFUE less than the Vintage Defaults. Field verification is required. HIGH MASS Design - Verify Thermal Mass: 479.0 112 Exposed Slab Floor, 4.000" thick at Zone 3 HIGH MASS Design - Verify Thermal Mass: 768.0 ft2Covered Slab Floor, 4.000" thick at Zone 3 The Roof R-38 Roof Attic w/Radiant Barrier includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. EnergyPro 5.1 by Ener Sok User Number. 5732 Run Code: 2011-08-29719:26:53 ID: 1q05291 1 -corro8291 I Pa e 5 of 17 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Mr. Kenneth & Mrs. Shirley Plam ❑ Multi Family m Existing+ Addition/Alteration 1812912011 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 5.16 2.92 2.24 Space Cooling 113.21 105.52 7.69 Fans 24.98 23.14 1.84 Domestic Hot Water 9.44 9.44 0.00 Pumps 0.00 0.00 0.00 Totals 152.79 141.02 11.76 Percent Better Than Standard: 7.7 BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Fenestration ' Building Front Orientation: (NiM 315 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (NK) 579 30 Fuel Available at Site: Natural Gas (NE) 1,450 81 Raised Floor Area: 0 (SE) 1,059 361 Slab on Grade Area: 3,403 (SIM 1,332 141 Average Ceiling Height: 11.4 Roof 3,403 0 Fenestration Average U -Factor: 0.53 TOTAL: 613 Average SHGC: 0.64 Fenestration/CFA Ratio: 18.0% REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Santiago Lopez-Ocampo � 8/29/2011 Address P.O. Box 1018 Name Santiago Lopez-Ocampo .City/State/Zip.City/State/Zip La Quinta, Ca 92247 Phone 760.485.8927 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing.require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Mike Mendoza Address P. O. BOX 692 Name City/State/Zip Desert Hot Springs, Ca 92240 Phone 1-(760) 275-1816 Signed Ucense # Date Ener Pro 5.1 b Ener Soft User Number: 5732 RunCode: 2011-08-29T19:26:53 ID:105291 1-con,082911 Pa e 6 of 17 . - A�V♦ r.. .-0 f'r. •fes ,i -,.t S • ' ,� y , , , ` 1 �-" -�� t • ,' 'CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5) CF -1 R Project Name Mr. Kenneth & Mrs. Shirley Plam Building Type m Single Family ❑ Addition Alone O Multi Family m Existing+ Addition/Alteration Date 1812912011 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interiorl Frame Azm Tilt Status 4 Location/Comments Slab 117 0.730 None 0 180 Existing 4.4.7-A1 Zone 1 Slab 262 0.730 None 0 180 Existing 4.4.7-A1 Zone 1 Wall 170 0.074 R-19 225 90 Existing 4.3.1-A5 Zone 1 Wall 36 0.074 R-19 180 90 Existing 4.3.1-A5 Zone 1 Wall 161 0.074.R-19 135 90 Existing 4.3.1-A5 Zone 1 Wall 23 0.074 R-19 45 90 Existing 4.3.1-A5 Zone 1 Wall 163 0.074 R-19 315 90 Existing 4.3.1-A5 Zone 1 Roof 379 0.025 R-38 0 0 Existing 4.2.1-A21 Zone 1 Slab 1,349 0.730 None 0 180 Existing 4.4.7-A1 Zone 2 Wall 93 0.074 R-19 270 90 Existing 4.3.1-A5 Zone 2 Door 28 0.500 None 270 90 Existing 4.5.1-A4 Zone 2 . Wall 541 0.074 R-19 225 90 Existing 4.3.1-A5 Zone 2 Wall 216 0.074 R-19 135 90 Existing 4.3.1-A5 Zone 2 Wall 238 0.074 R-19 45 90 Existing4.3.1-A5 Zone 2 Wall 185 0.074 R-19 315 90 Existing 4.3.1-A5 Zone 2 Door 21 0.500 None 315 90 Existing 4.5.1-A4 lZone 2 FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC Azm Status Glazing Type Location/Comments 1 Window 6.0 0.550 Default 0.67 1 Default 225 Existing Double Non Metal Clear Zone 1 2 Window 24.0 0.550 Default 0.67 Default 225 Existing Double Non Metal Clear Zone 1 3 Window 24.0 0.550 Default 0.67 Default 180 Existing Double Non Metal Clear Zone 1 4 Window 15.0 0:550 Default 0.67 Default 135 Existing Double Non Metal Clear Zone 1 5 Window 24.0 0.550 Default 0.67 Default 135 Existing Double Non Metal Clear Zone 1 6 Window 8.0 0.550 Default 0.67 Default 315 Existing Double Non Metal Clear Zone 1 7 Window 14.0 0.510 NFRC 0.66 NFRC 315 Existing Pittsburgh Corning GB Zone 1 8 Window 6.0 0.550 Default 0.67 Default 270 Existing Double Non Metal Clear Zone 2 9 Window 24.0 0.550 Default 0.67 Default 270 Existing Double Non Metal Clear Zone 2 10 Window 4.5 0.550 Default 0.67 Default 270 Existing Double Non Metal Clear Zone 2 11 Window 6.0 0.550 Default 0.67 Default 225 Existing Double Non Metal Clear Zone 2 12 Window 24.0 0.550 Default 0.67 Default 225 Existing Double Non Metal Clear Zone 2 13 Window 2.7 0.510 NFRC 0.66 NFRC 225 Existing Pittsburgh Coming GB Zone 2 . 14 Window 2.7 0.510 NFRC 0.66 NFRC 225 Existing Pittsburgh Corning GB Zone 2 15 Window . 4.5 0.550 Default 0.67 Default 225 Removed Double Non Metal Clear Zone 2 16 Window 18.0 0.550 Default 0.67 Default 225 Removed Double Non Metal Clear Zone 2 (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type:. 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Hot Wd Ove hanq Left Fin Len H t LExt RExt Dist Len Ri ht Fin H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 - - 13 Bug Screen 0.76 14 Bug Screen 0.76 j 15 Bug Screen 0.76 16 JBug Screen 0.76 Ener Pro 5.1 by Ener Soft User Number. 5732 RunCode: 2011-08-29719:26:53 ID: 1 052911-corr082911 Page 7 of 17 ` Project Name Mr. Kenneth & Mrs. Shirley Plam r Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 8/29/2011 OPAQUE SURFACE DETAILS i Surface Type Area Ll- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 1,349 0.025 R-38 0 0 Existing 4.2.1-A21 Zone 2 Slab 428 .0.730 None 0 180 New 4.4.7 -Al Zone 2 - Addition Wall CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Mr. Kenneth & Mrs. Shirley Plam Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 8/29/2011 OPAQUE SURFACE DETAILS Surface Type Area Ll- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 1,349 0.025 R-38 0 0 Existing 4.2.1-A21 Zone 2 Slab 428 .0.730 None 0 180 New 4.4.7 -Al Zone 2 - Addition Wall 291 0.069 R-21 225 90 New 4.3.1-A6 Zone 2 - Addition Wall 29 0.069 R-21 180 90 New 4.3.1-A6 Zone 2 - Addition Wall 119 0.069 R-21 135 90 New 4.3.1-A6 Zone 2 - Addition Wall 29 0.069 R-21 90 90 New 4.3.1-A6 Zone 2 - Addition Wall 138 0.069 R-21 45 90 New 4.3.1-A6 Zone 2 - Addition Wall 180 0.069 R-21 315 90 New 4.3.1-A6 Zone 2 - Addition Roof 392 0.025 R-38 0 0 New .4.2. 1-A21 Zone 2 - Addition Roof 36 0.025 R-38 0 0 Existing 4.2.1-A21 Zone 2 - Addition Slab 479 0.730 None 0 180 Existing 4.4.7-A1 Zone 3 Slab 768 0.730 None 0.- 180 Existing 4.4.7-A1 Zone 3 Wall 69 .0.074 R-19 225 90 Existing 4.3.1-A5 Zone 3 Wall 16 .0.074 R-19 180 90 Existing 4.3.1-A5 Zone 3 Wall 121 0.074 R-19 135 90 Existing 4.3.1-A5 Zone 3 Wall 16 0.074 R-19 90 90 Existing 4.3.1-A5 lZone 3 FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC Azm. Status Glazing Type Location/Comments 17 Window 4.5 0.550 Default 0.67 Default 225 Removed Double Non Metal Clear Zone 2 18 Window 18.0 0.550 Default 0.67 Default 225 Removed Double Non Metal Clear Zone 2 19 Window 4.5 0.550 Default 0.67 Default 225 Removed Double Non Metal Clear Zone 2 20 Window 18.0 0.550 Default 0.67 Default 225 Removed Double Non Metal Clear Zone 2 21 Window 7.5 0.550 Default 0.67 Default 135 Removed Double Non Metal Clear Zone 2 ' 22 Window 40.0 0.550 Default 0.67 Default 135 Removed Double Non Metal Clear Zone 2 23 Window 13.5 0.550 Default 0.67 Default 135 Existing Double Non Metal Clear Zone 2 24 Window 72.0 0.550 Default 0.67 Default 135 Existing Double Non Metal Clear Zone 2 25 Window 9.0 0.550 Default 0.67 Default 135 Existing Double Non Metal Clear Zone 2 26 Window 48.0 0.550 Default 0.67 Default 135 Existing Double Non Metal Clear Zone 2 27 Window 8.0 0.510 NFRC 0.66 NFRC 45 Existing Pittsburgh Coming GB Zone 2 28 Window 7.8 0.510 NFRC 0.66 NFRC 45 Existing Pittsburgh Coming GB Zone 2 _ 29 Window 8.0 0.550 Default 0.67 Default 315 Existing Double Non Metal Clear Zone 2 30 Window 1.8 0.510 NFRC 0.66 NFRC 225 New Pittsburgh Coming GB Zone 2 - Addition 31 Window 1.8 0.510 NFRC 0.66 NFRC 225 New Pittsburgh Corning GB Zone 2 - Addition 32 Window 1.8 0.510 NFRC 0.66 NFRC 225 New Pittsburgh Corning GB Zone 2 - Addition (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value - 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Ove hanq Left Fin Ri ht Fin H t I Wd Len H t LExt RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 18, Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen , 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 29 Bug Screen 0.76 30 Bug Screen 0.76 31 IBug Screen 0.76 F=F 32 Bug Screen 0.76 Ener Pro 5.1 by Ener Soft User Number: 5732 Run Code: 2011-08-29719:26:53 ID: 1 052911-corr082911. Page 8 of 17 r CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF-1 R Project Name Mr. Kenneth & Mrs. Shirley Plam Building Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 8129/2011 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interiorl Frame Azm Tilt Status 4 Location/Comments Wall 715 0.074 R-19 45 90 Existing 4.3.1-A5 Zone 3 Wall 209 0.074 R-19 45 90 Existing 4.3.1-A5 Zone 3 Roof 1,247 0.025 R-38 0 0 Existing 4.2.1-A21 Zone 3 FENESTRATION SURFACE DETAILS ID Type Area U-Factor SHGC Azm Status Glazing Type Location/Comments 33 Window 4.5 0.390 NFRC 0.37 NFRC 180 New Milgard Classic Low-E Vinyl Zone 2 - Addition 34 Window 18.0 0.390 NFRC 0.37 NFRC 180 New Milgard Classic Low-E Vinyl Zone 2 - Addition 35 Window 4.5 0.390 NFRC 0.37 NFRC 135 New Milgard Classic Low-E Vinyl Zone 2 - Addition 36 Window 18.0 0.390 NFRC 0.37 NFRC 135 New Milgard Classic Low-E Vinyl Zone 2 - Addition 37 Window 7.5 0.550 Default 0.67 Default 135 Existing Double Non Metal Clear Zone 2 - Addition 38 Window 40.0 0.550 Default 0.67 Default 135 Existing Double Non Metal Clear Zone 2 - Addition 39 Window 4.5 0.390 NFRC 0.37 NFRC 90 New Milgard Classic Low-E Vinyl Zone 2 - Addition 40 Window 18.0 0.390 NFRC 0.37 NFRC 90 New Milgard Classic Low-E Vinyl Zone 2 - Addition 41 Window 6.0 0.550 Default 0.67 Default 225 Existing Double Non Metal Clear Zone 3 42 Window 24.0 0.550 Default 0.67 Default 225 Existing Double Non Metal Clear Zone 3 43 Window 6.0 0.550 Default 0.67 Default 225 Existing Double Non Metal Clear Zone 3 44 Window 3.0 0.550 Default 0.67 Default 180 Existing Double Non Metal Clear Zone 3 45 Window 12.0 0.550 Default 0.67 Default 180 Existing Double Non Metal Clear Zone 3 46 Window 7.5 0.550 Default 0.67 Default 135 Existing Double Non Metal Clear Zone 3 47 Window 40.0 0.550 Default 0.67 Default 135 Existing Double Non Metal Clear Zone 3 48 Window 3.0 0.550 Default 0.67 Default 90 Existing Double Non Metal Clear Zone 3 (1) U-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Hat FWd Ove hanq Left Fin Len Hat LExt I RExt Dist Len Ri ht Fin Hat Dist Len H t 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 Bug Screen 0.76 37 Bug Screen 0.76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bug Screen 0.76 42 Bug Screen 0.76 43 Bug Screen 0.76 44 Bug Screen 0.76 45 Bug Screen 0.76 46 Bug Screen 0.76 47 JBug Screen 0.76 48 18ug Screen 0.76 EnergyPro 5.1 by Ener Soft User Number: 5732 RunCode: 2011-08-29719:26:53 ID: 1 052911-corr082911 Page 9 of 17 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Mr. Kenneth & Mrs. Shirley Plam Building Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 812912011 OPAQUE SURFACE DETAILS Surface U- Type Area Factor Insulation Joint Appendix Cavity Exterior Frame Interiorl Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID Ty.pe Area U -Factor SHGC Azm Status Glazing Type Location/Comments 49 Window 12.0 0.550 Default 0.67 Default 90 Existing Double Non Metal Clear Zone 3 50 Window 1.8 0.510 NFRC 0.66 NFRC 45 Existing Pittsburgh Coming GB Zone 3 51 Window 1.8 0.510 NFRC 0.66 NFRC 45 Existing Pittsburgh Coming GB Zone 3 52 Window 5.3 0.510 NFRC 0.66 NFRC 45 Existing Pittsburgh Corning GB Zone 3 53 Window 5.3 0.510 NFRC 0.66 NFRC 45 Existing Pittsburgh Corning GB Zone 3 54 Window 5.3 0.510 NFRC 0.66 NFRC 45 Existing Pittsburgh Corning GB Zone 3 55 Window 8.0 0.510 NFRC 0.66 NFRC 45 Existing Pittsburgh Corning GB Zone 3 (1) U -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type Window SHGC Hat Wd Ove hang Left Fin Right Fin Len H t LExt RExt Dist Len H t Dist Len H t 49 Bug Screen 0.76 50 Bug Screen 0.76 51 Bug Screen 0.76 52 Bug Screen 0.76 53 Bug Screen 0.76 54 Bug Screen 0.76 55 Bug Screen 0.76 Ener Pro 5.1 by Ener Soft User Number: 5732 Run Code: 2011-08-29T19:26:53 ID: 1 052911-corr082911 Pae 10 of 17 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF-1 R Project Name Mr. Kenneth & Mrs. Shirley Plam Building Type ® Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 8/29/2011 BUILDING ZONE INFORMATION System Name Zone Name Floor Area ft New Existing Altered Removed Volume Year Built HVAC System - Zone 1 Zone 1 379 3,790 2006 HVAC System - Zone 2 Zone 2 1,349 16,188 2006 Zone 2 - Addition 428 5,136 HVAC System - Zone 3 Zone 3 1,247 13,717 2006 Totals 4281 2,9751 01 0 HVAC SYSTEMS System Name Qty. Heating Ty e Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC System - Zone 1 1 Central Furnace 78% AFUE Split Air Conditioner 12.0 SEER Setback Existing HVAC System - Zone 2 1 Central Furnace 78% AFUE Split Air Conditioner 12.0 SEER Setback Existing HVAC System - Zone 3 1 Central Furnace 78% AFUE Split Air Conditioner 12.0 SEER Setback Existing HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R-Value Ducts Tested? Status HVAC System - Zone 1 Ducted Ducted Attic, Ceiling Ins, vented 6.0 ❑ Existing HVAC System - Zone 2 Ducted Ducted Attic, Ceiling Ins, vented 6.0 ❑ Existing HVAC System - Zone 3 Ducted Ducted Attic, Ceiling Ins, vented 6.0 ❑ Existing WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Rheem 41VRP50PT 1 Small Gas Kitchen Pipe Ins 40,000 50 0.65 n/a n/a Existing MULTI-FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft o c Q — System Name Pipe Len th Pipe Diameter Insul. Thick. 7aty.HP Plenum Outside Buried EnergyPro 5.1 by Ener Soft User Number 5732 RunCode: 2011-08-29719:26:53 ID: 1q05291 1-cof-f082911 Pa a 11 of 17 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name Mr. Kenneth & Mrs. Shirley Plam Date 8/29/2011 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (') below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(1) when the installation of a Cool Roof is specified on the CF -1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95 2000 when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 e 1 A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. §150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §150(j)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150(j)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculatin sections*of hot water pipes are insulated per Standards Table 150-13. §150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. §150(i)3A: Insulation.is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150(i)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number: 5732 Run Code: 2011-08-29T19:26:53 ID: Ig052911-corr08291 Page 12o117 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date Mr. Kenneth & Mrs. Shirley Plam 8/29/2011 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tae is used in combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 : Residential pool.systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150 Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 tt2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 by EnergySoft User Number. 5732 RunCode: 2011-08-29719:26:53 ID: lg052911-corr08291 Page 13 of 17 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date Mr. Kenneth & Mrs. Shirley Plam 1812912011 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)s2: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptions to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall'comply with the applicable requirements of Sections 130, 131, 134, and 146. §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoft User Number. 5732 RunCode: 2011-08-29719:26:53 ID: lg052911-corr08291 Page 14 of 17 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Mr. Kenneth & Mrs. Shirley Plam Date 8/29/2011 System Name HVAC System - Zone 1 Floor Area 379 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 442 Return Vented Lighting Return Air Ducts Return Fan Ventilation F 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 0 8,474 576 193 7,203 Total Output Btuh o 0 Output Btuh/s ft 0.0 578 415 Cooling System 0 0 Output per System 1 0 0 0 0 Total Output Btuh 1 0 576 0 Total Output Tons 0.0 578 415 Total Output Btuh/s ft 0.0 Total Output s ft/Ton 4,548,000.0 1 9,630 8,034 Air System CFM per System 0 HVAC EQUIPMENT SELECTION Airflow cfm 0 Default FAU/AC 2006 and Later 1 0 0 Airflow cfm/s ft 0.00 Airflow cfm/Ton 0.0 Outside Air Bio 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 1 0 0 Aug 3 PM Jan 1 AM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCH ROM ETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 66°F 66 OF 105 OF Heating Coil 4 FEE 103 OF :....... ........... _._.......... __._.... ROOM 68 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air Ar 0 cfm 77 / 63 OF 77/63°F 55/54°F Cooling Coil - Fr 57 / 55 OF 49.5% ROOM 75 / 62 OF EnergyPro 5.1 by EnergySoft User Number: 5732 Run Code: 2011-08-29719:26:53 ID: lg052911-corr082911 Page 15 of 17 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Mr. Kenneth & Mrs. Shirley Plam Date 8/29/2011 System Name HVAC System - Zone 2 Floor Area 1,777 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 1,784 Return Vented Lighting Return Air Ducts Return Fan Ventilation o Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 0 34,168 2,962 715 26,888 Total Output Btuh 0 0 Output Btuh/s ft 0.0 2,332 1,551 Cooling System 0 0 Output per System 1 0 0 0 0 Total Output Btun 1 01 2,962 0 Total Output (Tons) 0.0 2,332 1,551 Total Output (Btuh/s ft) 0.0 Total Output s ft/Ton 21,324,000.0 38,831 29,989 Air System CFM perSystem 0 HVAC EQUIPMENT SELECTION Airflow cfm 0 Default FAU/AC 2006 and Later 1 0 0 Airflow cfm/s ft 0.00 Airflow cfm/Ton 0.0 Outside Air % 0.0% Total Adjusted System Output 1 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 0 ` o Aug 3 PM Jan 1 AM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 66 OF 66 OF 105 OF Heating Coil i --EE 4 103 OF .---................----.......__ ROOM 68 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air 0 cfm 77 163 OF 77/63°F 55/54°F e Cooling Coil 57 / 55 OF 49.9% I' ..ROOM t _ 75162 OF EnergyPro 5.1 by EnergySoft User Number: 5732 RunCode: 2011-08-29719:26:53 ID: Ig052911-corrO82911 Page 16 of 17 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Mr. Kenneth & Mrs. Shirley Plam Date 8/29/2011 System Name HVAC System - Zone 3 Floor Area 1,247 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 1,174 Return Vented Lighting Return Air Ducts Return Fan Ventilation o Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 0 22,485 1,636 348 13,261 Total Output (Btuh) 0 0 Output Btuh/s ft 0.0 1,534 765 Cooling System 0 0 Output perSystem 1 0 0 0 0 Total Output Btuh 1 0 1,534 25,554 1,636 0 Total Output (Tons) 0.0 765 Total Output (Btuh/s ft) 0.0 Total Output s ft/Ton 14,964,000.0 14,790 Air System CFM perSystem 0 HVAC EQUIPMENT SELECTION Airflow cfm 0 Default FAU/AC 2006 and Later 1 0 0 Airflow cfm/s ft 0.00 Total Adjusted System Output 1 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 0 0 Aug 3 PM I Jan 1 AM Airflow cfmrron 0.0 Outside Air % 0.0 % Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 67 OF 67 IF 105 OF Heating Coil _ A = 104 OF __.._......... _..... __... ROOM 68 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air Ar 0 cfm 77/63°F 77/63°F 55/54°F Cooling Coil 57 155 OF 49.0% ROOM i. 75/62°F EnergyPro 5.1 by EnergySoff User Number: 5732 RunCode: 2011-08-29T19:26:53 /D: lg052911-corrO82911 Page 17 of 17 r STRUCTURAL CALCULATIONS A RESIDENCE ADDITION FOR: MR. & MRS,-- PLAM 80125 MIRAMONTE LANE LA QUINTA , CALIFORNIA CITY OF LA QUINTA BUILDING & SAFETY DEPT. ..APPROVED��Ep ARS FOR CONSTRUCTION b� CHARLES D. GARLAND, ARCH ITE T cc� QQ��S' Gg9ly LICENSE Na 119.91 EXP 10/31 1[)ATE B s 2 74-991 JONI DR. SUITE #9 PALM DESERT CA 92260 * " No. C11991 10/31/2011 Q PHONE: 760/340-3528 FAX:760/340-3728 TE 9 Q� F� C A \ -SEP 2 7 2011 1 BY. 3 - STRUCTURAL CALCULATIONS t ❖ GOVERNING CODES.....................page 3 ❖ LOAD ...................................... .................... Page 4 BEAM.................................................. Page 5 COLUMN................................................ Page 6 ❖ LATERAL ANALYSIS.. ............... Page 10 ❖ SEISMIC ZONE ............................ Page 12 ❖ SHEAR WALL REQUIREMENTS.... Page 13 ❖ FOUNDATION ................ ......... ...... Page 14 STRUCTURAL CALCULATIONS' GOVERNING CODES A- IBC 2009 OR CBC 2010 & ORDINANCE 457 OF RIVERSIDE COUNTY B- DESIGN LOADS a.. ROOF LIVE LOAD 20, PSF b. ROOF DEAD LOAD 19 PSF c. WIND IMPORTANCE FACTOR 1.00 WIND ZONE 95•MPH EXPOSURE C d. SITE CLASS DEFINITION (D) e. OCCUPANCY CATEGORY II f. SEISMIC DESIGN CATEGORY (D) g. COEFFICIENT Cs 0.15 h. SEISMIC Ss1.5g i. SEISMIC Sl 0.6g j. FACTOR R 6.5 k. SEISMIC SDs 1.00 I. SEISMIC SD10.60 STRUCTURAL CALCULATIONS ` LOADS z , ► ROOF EXTERIOR WALLS PSF ;PSF —._ "WOOD STUDS — 2 '< T1LE — 9 !1/2 GYP BD t SHEATHING — +�; 1 X7/8" STUCCO = 10 + RAFTERS — 2 JNSULATION= 1 ,INSULATION :G—BD. _� 6 YP. —^D L. 15 'PSF D. L _ 19 i a 'TOTAL LOAD. 39 Y PSF INTERIOR WALLS:. ' PSF; t I TU iWOOD SDS 2 1/2GYPBD2SI6 3 tINSULATION 2 PDL 7 SF STRUCTURAL. CALCULATIONS: f y BEAM DESIGN HDR #1 t DOUGLAS FIR -LARCH No 1_'... �F-b ..__. -1000. psi . . SPAN 2.0 'ft1 ' Fv - 95 psi . TRIB. AREA °6.0 ft � i �. _....... -I.- � E = 1700000 psi Load Factor Wet. Service Factor CM = y 1.00' D. L = 19.0 ; I b/ft Temperature Factor Ct = 1.00 L.L = 20.0 'Ib/ft Size Factor CF= -I-1.00 TOTAL 39.0 Ib/ft ;Repetitive m. Fact Cr= 1.00 Incising Factor Ci� = c 1 00: t iShear stress Factor CH 1.00 W 234.0 i 1 M=,WxL2/8 ; 234.Ib/ft + ; M 117.01 -lb -' cvrt-.rr--.:K -yF ,F .r r+�+. -.;ct Y.- •,, -=rFr�-4 _ ..s_ -i :x ... ...«.-. ... ._......_., a' 1404.in lb _t__€ " 2.00 t i -- _, t >_ '' V W X L/ 2 � __...,....___.___.•,.f BENDING... ""`..._..�,...+...:._! V_{.�._.._m234.lb .._�.._..,..�:( F"b bx(CD)(CM)(Ct)(CF)(Cr)(Ci) I . R -+ •• } -- -__ _. __ w '12_56.psi _ y _ F'6 `.Req"d S = M / F"b� _ S= u 1_ 12 in^3t__ w_USE_ -_' 6_ 6 Area 30.-3'in^_2 Xi f b =,M/S r Section=, 27.7in^3 _3 ALLOW F"b - ACT f b = t # i Moment of Inertia= 76.3,in^4 12504'psi > 150.6. 1psi OK SHEAR ( 1 i F"v = Fv(CD)(CM)(Ct)(CH) ?f v= ;1.5 V/ A x t Fv = 119 psi > fv- 11.601psi OK• yy n • DEFLECTION 5WLL^4 ,.- O in 384 E I OK E'= E (Cm)(G)(C;) -- 1700000 pst _4_ "- BEAM. 6X!6 max - . ' L / 240 0.10 in i " STRUCTURAL CALCULATIONS BEAM DESIGN` , HDR'# 2 DOUGLAS FIR -LARCH No 1= Tb= 1000 :psi } SPAN 4.0'ft Fv = 95 -psi .TRIB. AREA = .6.0 ft + t. ' E = 1700000,psi Load Factor CD=- 'Wet. 1.25' Service Factor Cm = 1.00 D.L. = 19.0 Ib/ft Temperature Factor Ct= 1.00 Ll= ` 20.0 Ib/ft Size Factor CF= i `. 1.00' TOTAL: 39.0 ,Ib/ft �... Repetitive m Fact Cr- . _ 1.00 ; Incising Factor Ci = [..... 1.00 .. Shear stress Factor CH- ,..... 1.00' W ' 234.0 'Ib/ft i r_...._.... v .., _ . _.... _ i. .._. .. WxP 8 234 lb/ft M=468.0;ft-lb M=` 5616,in lb ... ., ..-._.. _, «` — ................._—� «. ...; 4.00ftWXL/2'^ _ _ BENDING( j V= ..__- 468 Ib '-F b Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci) :F"b =1250'psi - USE_ Req"d S = M / F"b S= 4.49' in^3 iT "8 8 Area - 41 .3, in^2 _ _. ._ f b = M/S ? Section= 51 6: in^3 ALLOW F'b ' ACT f b.= Moment of Inertia 193 in^4 1250, psi > 008 9 ;psi I OK SHEAR F v Fv(CD)(CM)(Ct)(CH) r v 1.5 V 1 A t _- -. ,f t . ..... .._ .. .........,.. f.... ............ _ F'v =' 119 psi _ ..... -4. _ 1.. _ .._ {_ . : > f = 17.02£psi _......... .._. 10K _. _ 1 i DEFLECTION i t } t � 5WLL^4 _ O in «.�,... � 384 E" I � E'= E (CM)(Q)(CI) � OK _ -1700000 .psi BEAM 6.xt8 t , c1max L/240 = 0.20 in , t STRUCTURAL 'CALCULATIONS ,BEAM DESIGN t E BEAM #1 • �( ! DOUGLAS FIR -LARCH No 1=� �-Fb 1000 psi ;_ ; Fv-: 95 ~ ipsi .SPAN 11.0 Ift TRIB. AREA 'ft 7 i E + 1700000spsi 112.0 1. Load Factor Co- 1.2 'T Wet. Service Factor CM = 1.001 _ - D = L 19 0 Ib/ft _ _. _ -Temperature Factor Ct = 1.00 _ _.. _L_ .� _ L L = : 20 0 ;Ib/ft � Size'Factor CF=�- � 1.00` ' TOTAL" 39 0 Ib/ft-7 Repetitive m. Fact. Cr= 1.00, I Incising Factor Ci = - 1 00. r Shear Factor CH= 1.001 ' W 468.0 ilb/ft stress M= : W LZ / 8 r 46816/ft x M=, 7078.5 f ft -Ib T.a',tw i. I i. t+'..a=..'w4Y .'.d..v ...:4..(w..-Od ,i- -,_._.."_ ,.tin _ . __. _.. 4942 -Ib ii.00 n 1 BENDING V=' W x L/ 2 V 25741Ib F b=#Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci) ^...._ _ . .. .... __ ........_. «. .. » _�.. ...... - ...„.... ._ _ � Y._-- ,.-.. '......_i.... _., _ _ ..... �.. ...._ __.. ).,, `.,.ate...,._......._.. TY iF b 1250 psi USE 1 -Req'd S =jM / F"b S=' 67.95: in^3 ;_ 61X,12 Area 63.3: in^2 _ - _ _ Section= 121 in^3 M ALLOW F"b - ACT f b = r Moment of Inertia=l 697 in^4 1250'psi > 1700.8 psi OK _ __ __ .--• .SHEAR Tv= Fv(CD)(CM)(Ct)(CH) f v 11.5 V/ A 1 : = 119psi ' `fv-=j 61.04;^psis0K_ _..__F'v _ DEFLECTION F . 6WLL^4 f. 0 131in t t 384.E" I _ SOK i 4- E'= I E (Cm)(G)(C;) 1700000 .psi BEAM' 6 X 12 I d max = 'L/240 = 0.55'in _.__•.._.... STRUCTURAL CALCULATIONS BEAM DESIGN: : _ BEAM #2 - - DOUGLAS FIR -LARCH No 1= Fb : _.. 1000 psi _SPAN = 11.0 ift ' ' Fv 95 ;psi _ - . TRIB. AREA 6 0 E 1700 !psi Load Factor CD= 1.21 _ w Wet. Service Factor Cry_ . 1.001 D L = , 19.0 Ib/ft Temperature Factor Ct= 1.00 L L I Ib/ft TOTAL' 39.0 �Ib/ft _ Size Factor CF = 4.00, wRepetitive m. Fact. Cr= 1.00 i:Incising Factor Ci = 1.00; ,.... Shear stress Factor CH= 1.001 W 234 0 Ib/ft -_�M= WxL2/8 ! ' 234 j 6/fl f_ M - 3539 Ib , M 42471 ' in -Ib 11.00 ft - �� ~ V='W x L / 2 BENDING; + V 1287;Ib _ F'b = Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci) �F b , 1250:psi t USE ' - Req 'd_ S =;M / F'b S= 3.3.98 in_^3 ; 6lX:10 Area - 52 3 in^2 -- M i _ _f b S_ection=82.7 in^3_-r SALLOW F'b = t ACT. f b = ; Moment of Inertia= 393 in ^4 i 1250;psi > 513.4 IpsiOK 'SHEAR ' F'v = Fv(CD)(CM)(Ct)(CH) f v = ;1.5 V / A _ ;F'v = 119`psi > fv=.'x3695.psi :OK�� -I DEFLECTION 5WLL 4._ 0.12 in ,. I� ` OK 384 E' E:_fE (CM)(G)(C,) _s .1700000 -psi_ - _ _ �L y0.55^in BEAM WX 10 r . d max = /240 - 3 STRUCTURAL CALCULATIONS LATERAL FORCE ANALYSIS CBC 2010 ASCE WIND: 95 mph Exposure C ENCLOSED Cbz- 0.00256X Kz Kzt Kd V^2 1 Kz= 0.85 #�---- Kzt= 1.00 I Kd=y 0.85 V 95 ..... ..... ._ _... .... _ F f 1= T1.00 qz :.16.69 PSF H=4 14' WIND LOAD = qz*(1E+2E+3E+4E+0.18)*H/2 �( ANALYSIS WIND LOAD 220.34'# ft Velocity pressure , qn = 0.00256 Kn I(Zc Ka V21 - 16.69 - PS_F Design pressures for MWFRSSLOW- RISE BUILDING (6.5.12.2.2) p = qh [(G Cpf )-(G Cp; )] (6-18) ' _ P=16.7(1E+2E+3E+ 4E-0.18) G Cpf :(FIG 6-10) 0.61;---- P=16.7(1E+2E+3E+ 4E+0.18) G Cpi (FIG -6-5) 0.18; + , Net Pressures (osf). Basic Load Cases Roof angle 0 = 15.64 Roof angle 0 = 0.00 G Cpf Net Pressure with G Cpf Net Pressure with Surface (+GCp i) (-GCp i) (+GCp i) (-GCp i 1 0.49 5.21 11.22 0.40 3.67 9.68 2 =0.69 -14.52 -8.51 -0.69 -14.52 -8.51 3 -0.45 10.48 -4.47 -0.37 -9.18 -3.17 4 -0.39 -9.50 -3.49 -0.29 -7.85 -1.84 1 E 0.74 9.43 15.44 0.61 7.18 13.19 2E -1.07 -20.87 -14.86 -1.07 -20.87 -14.86 3E -0.64 -13.75 -7.74 -0.53 -11.85 -5.84 4E -0.58 -12.67 -6.66 -0.43 -10.18 -4.17 5 -0.45 -10.52 -4.51 -0.45 -10.52 -4.51 6 -0.45 1 -10.52 1 -4.51 1 -0.45 1 -10.52 1 -4.51 J. + , .f. '. -i •� # tea. i'¢ _if c -r. . 1,�,� STRUCTURAL "CALCULATIONS CALIFORNIA B_UIL._D_ING_C_ODE 2_010 MAXIMUM CONSIDERED EARTHQUAKE ~'GROUND MOTION FOR REGION' E MCI, It ll -'-.'�xr+' -�"°-sem, ' i�% •� `:, '1 � v '� �' E.P�� e�l� S � .f } • I S' • H r � _ a f s: _ STRUCTURAL CALCULATIONS SEISMIC (CONTINUED) DL ROOF 19 :Psi - ;EXT., WALLS 15 Psi _ ;SEISMIC, V 0.15 s 'WALL HT= 15:ft _ TRANSVEf�SEL .-- LONGITUdINAL'„- y - WORST 24 : FT WORST 44 FT _ ROOF - 456 ROOF — 836 2r WaIIS = 225.'. _ r 2{ Walls =j 225.'. i 681 f. 1061 f ( X, 0.15 X: 0 15 F __ : 102 ;# ft (MA)) y. 159 '# ft (MAX) i 'SEISMIC=159PLF <220= WIND qff il ..... _....S . + T=C = WL ^2 8bi L= 44 2218.333! I i 1 B 247_77— NAIL =STABLE 23-111—C —2 ' TOTAL NAIL = LOAD /NAIL= 11 8 y 4 c lPR-- OVIDE (8 PAIR)16 d COMMON __.. _. @ E_A 4'-0” SPACE @TOP CHORDS - SHEAR WALL REQUIREMENTS - SFT � i . ROOF D.L. = 19. .... WALL HT,1=!12 _ .. .. ... .._ _ .. ...._. ...._.. .. _ -_ APPENDIX D WALLS D.L. = 15 UPLIFT FORMULA: _ . .. _ ... ....• - ��....._. ,.._.._..... STRENGTH REDUCTION FACT ! (Vh{2/3 (wb L"2/2)+(W�vU2))y L SHEAR = 0.65 0.65.860'1.33'12 /shear force B 220 6 1320- _ 2 2 680- �.1320 ' 7783 � SSW24X10 3- - 24 1,3,6 , �. C 220 ..7 ... .. ,1._ 51W19.5..8 ....- .. .. _79 . .- .632_.... 531 - t ..._i .__:.... HDU2 ._._ _ .... ,_ - 1 .. ..48 ... .; .. C ... 220 ..1540. ..._.. 19.5. 11.5 — 79 375.__ �. ..-1 .. .a... HDU2 _. .. _1 r.. `. 46 ..... ..1' .. D 220 6 1320 8 8 165 ... 1320 - 1614 _ 1 .. .. . HDU2 1- 48 ' 1 E..'_" 220 -. -. .. .. 4 .......- .. 1" 880 .... _. 12.....'� _. 12 ......_.. 73 .,.. __..-. 880 .. 514 _ _. .1 -r . HDU2. _ . _... 1 ...a..,._. - 1 48 -.. F 220 15 3300 14 14 236 3300 1432' 1 HDU2 WALL HT,1 = 12 UPLIFT FORMULA. Nh-(2/3 (wb L^2/2)+(WwU2)))/ l r _ f TOTAL RESIST,WAL SHEARFORCE LOAD(V) WALL Vh V11b 2/3(ML^2/2) WwU2 UPLIFT.FOROE WALL (Ft) (FT) (L) (# / ft) WALL- SEG NO. _. _:. # 12.5 12.5 229 2860 A 34320 247 12929 1125 1651 2 2 6601320 B 15840 _.1 114 153 ... 180 ....... . 7783 _ 19.5. 8 .. 79 632 ' ..... .... C_ . 7582 _. 133 2852, ... _ 720 _ 531.. 19:5 11.5 79 908 C 10898 133 5892 1035 _....I 3_75 ,. 8 _.__. 8 _.. _... 165 _.. 1320 D _.-'—114 15840— - 114 2444 720 1614 12 12...._.:.. 73. .. 880 _IE 10560. 76". -3666 ? 1080 _. ,. 514 1'4 14'- 236 3300 F _ 39600 285 -18713 - 1260 1432 STRUCTURAL CALCULATIONS SHEAR WALL CONSTRUCTION D112" GYPSUM WALL BOARD APPLIED DIRECTLY TO 2x STUDS WITH STANDARD WALL BOARD NAILS (1 112'x 0.12 DIAMETER vat 3/8" HEADS) OR 5d COOLER NAILS AT 7" OIC MAX. TO ALL STUDS, SILLS, PLATES AND BLOCKING. ANCHOR w/ 518" DIAMETER x 10" LONG ANCHOR BOLTS (vv/3"x 3' x 0.229" THICK PLATE WASHERS BETWEEN NUT AND WOOD SILL) @ 6'-0" 0/C MAX 16" O.C. FRAMING (ALLOWABLE LOAD. 75 Of - PER CBC 2010 TABLE 2306.7) D 718" PORTLAND CEMENT PLASTER ON WOMEN WIRE OR EXPANDED METAL LATH NAILED AT EACH STUD, SILL AND PLATE @ 6" 0,,C MAX. vll No. 11 x ,l Y-.." GALVANIZED NAILS WITH 7116' DIAMETER HEADS OR ATTACHED vj/ No. 16 GAUGE STAPLES HAVING 718' LONG LEGS. ANCHOR wl 5/8'' DIAMETER x 10' LONG ANCHOR BOLTS 7" EMBED MIN (w/ 3" x 3" x 0.229" THICK PLATE WASHERS -SDC D ,BETWEEN NUT AND WOOD SILL) @ 48" OIC MAX. 16" O.C. FRAMING , (ALLOWABLE LOAD: 180 Of- PER 2010 CBC TABLE 2306.7) THE NEXT THREE (3) SHEAR WALL TYPES SHALL ALL HAVE THE FOLLOWING IDENTICAL STRUCTURAL I WOOD PANEL DIAPHRAGM: (WALL1 , 2 & 3 ONLY) 3/8° C -D EXPOSURE I APA PLYWOOD OR 3/8` ORIENTED STRAND BOARD APPLIED DIRECTLY TO THE STUDS. WITH THE LONG DIMENSION OF FULL PANELS LAID PARALLEL OR PERPENDICULAR TO THE LENGTH OF THE STUDS, ALL EDGES OF EACH PANEL SUPPORTED ON STUDS, SILLS, PLATES OR BLOCKING AND NAILED AND ANCHORED AS FOLLOWS: 1 1>8d COMMON NAILS @ 6" OIC AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" OIC AT ALL FIELDS. ANCHOR WITH 51$" DIAMETER BY 12" LONG ANCHOR BOLTS AT 48" OIC. (ALLOWABLE LOAD: - 280 olf - PER 2010 CBC TABLE,2306.3) 9 CONSTRUCTION NOTE(S) 1 & 2 APPLY, (NOTES 3, 4 AND 6 APPLY ONLY WHEN DIAPHRAGM AT BOTH SIDES OF) " 2 D8d COMMON NAILS @ 4 OIC AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" O/C AT ALL FIELDS. ANCHOR WITH S18" DIAMETER BY 12" ANCHOR BOLTS AT 32' O/C. (CALCULATE TO MAXIMUM OF 349 Of PER 2010 CBC TABLE 2306.3) STUDS @16" O.0 CONSTRUCTION NOTE(S) 1 & 2 APPLY (NOTES 3, 4, 5 AND 6 APPLY WHEN DIAPHRAGM AT 80TH SIDES) 3 b 8d"COMMON NAILS @ 3" OIC AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12`° OIC AT ALL FIELDS. ANCHOR WITH W" DIAMETER BY 12" LONG ANCHOR BOLTS AT 32'01C. (ALLOWABLE LOAD: 550 Of - PER 2010 CBC TABLE 2306.3) CONSTRUCTION NOTE(S) 1, 2,3 & 6 APPLY (NOTES 4 & 5APPLY WHEN DIAPHRAGM AT BOTH SIDES) NOTE VALUES ARE APPLICABLE TO DOUGLAS FIR LARCH FRAMING @ 16"'O.0 ; k SHEAR WALL CONSTRUCTION D112" GYPSUM WALL BOARD APPLIED DIRECTLY TO 2x STUDS WITH STANDARD WALL BOARD NAILS (1 112'x 0.12 DIAMETER vat 3/8" HEADS) OR 5d COOLER NAILS AT 7" OIC MAX. TO ALL STUDS, SILLS, PLATES AND BLOCKING. ANCHOR w/ 518" DIAMETER x 10" LONG ANCHOR BOLTS (vv/3"x 3' x 0.229" THICK PLATE WASHERS BETWEEN NUT AND WOOD SILL) @ 6'-0" 0/C MAX 16" O.C. FRAMING (ALLOWABLE LOAD. 75 Of - PER CBC 2010 TABLE 2306.7) D 718" PORTLAND CEMENT PLASTER ON WOMEN WIRE OR EXPANDED METAL LATH NAILED AT EACH STUD, SILL AND PLATE @ 6" 0,,C MAX. vll No. 11 x ,l Y-.." GALVANIZED NAILS WITH 7116' DIAMETER HEADS OR ATTACHED vj/ No. 16 GAUGE STAPLES HAVING 718' LONG LEGS. ANCHOR wl 5/8'' DIAMETER x 10' LONG ANCHOR BOLTS 7" EMBED MIN (w/ 3" x 3" x 0.229" THICK PLATE WASHERS -SDC D ,BETWEEN NUT AND WOOD SILL) @ 48" OIC MAX. 16" O.C. FRAMING , (ALLOWABLE LOAD: 180 Of- PER 2010 CBC TABLE 2306.7) THE NEXT THREE (3) SHEAR WALL TYPES SHALL ALL HAVE THE FOLLOWING IDENTICAL STRUCTURAL I WOOD PANEL DIAPHRAGM: (WALL1 , 2 & 3 ONLY) 3/8° C -D EXPOSURE I APA PLYWOOD OR 3/8` ORIENTED STRAND BOARD APPLIED DIRECTLY TO THE STUDS. WITH THE LONG DIMENSION OF FULL PANELS LAID PARALLEL OR PERPENDICULAR TO THE LENGTH OF THE STUDS, ALL EDGES OF EACH PANEL SUPPORTED ON STUDS, SILLS, PLATES OR BLOCKING AND NAILED AND ANCHORED AS FOLLOWS: 1 1>8d COMMON NAILS @ 6" OIC AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" OIC AT ALL FIELDS. ANCHOR WITH 51$" DIAMETER BY 12" LONG ANCHOR BOLTS AT 48" OIC. (ALLOWABLE LOAD: - 280 olf - PER 2010 CBC TABLE,2306.3) 9 CONSTRUCTION NOTE(S) 1 & 2 APPLY, (NOTES 3, 4 AND 6 APPLY ONLY WHEN DIAPHRAGM AT BOTH SIDES OF) " 2 D8d COMMON NAILS @ 4 OIC AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" O/C AT ALL FIELDS. ANCHOR WITH S18" DIAMETER BY 12" ANCHOR BOLTS AT 32' O/C. (CALCULATE TO MAXIMUM OF 349 Of PER 2010 CBC TABLE 2306.3) STUDS @16" O.0 CONSTRUCTION NOTE(S) 1 & 2 APPLY (NOTES 3, 4, 5 AND 6 APPLY WHEN DIAPHRAGM AT 80TH SIDES) 3 b 8d"COMMON NAILS @ 3" OIC AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12`° OIC AT ALL FIELDS. ANCHOR WITH W" DIAMETER BY 12" LONG ANCHOR BOLTS AT 32'01C. (ALLOWABLE LOAD: 550 Of - PER 2010 CBC TABLE 2306.3) CONSTRUCTION NOTE(S) 1, 2,3 & 6 APPLY (NOTES 4 & 5APPLY WHEN DIAPHRAGM AT BOTH SIDES) NOTE VALUES ARE APPLICABLE TO DOUGLAS FIR LARCH FRAMING @ 16"'O.0 ; STRUCTURAL CALCULATIONS 4 1>15132" STRUCT. I APA PLYWOOD OR 15132" ORIENTED STRAND BOARD (OSB) APPLIED DIRECTLY TO THE STUDS, WITH THE LONG DIMENSION OF FULL PANELS PARALLEL OR PERPENDICULAR TO THE LENGTH OF THE STUDS, ALL EDGES SUPPORTED ON STUDS, SILLS; PLATES OR BLOCKING AND NAILED AND ANCHORED AS FOLLOWS: 8d COMMON NAILS @ 2" O1C AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" OIC AT ALL FIELDS. ANCHOR WITH DIAMETER ANCHOR BOLTS AT 16" OIC. —STATE EMBEDDED DISTANCE 7" MIN (ALLOWABLE LOAD: 730 plf — PER 2010 CBC TABLE 2306.3) CONSTRUCTION NOTE(S) 1; 2; 3, & 6 APPLY (4 AND 5 APPLY WHEN DIAPHRAGM AT BOTH SIDES) CONSTRUCTION NOTES: 1 3" x 3" x 0.229" PLATE WASHERS SHALL BE PROVIDED BETWEEN ALL ANCHOR BOLT NUTS AND THE WOOD SILL. 2 SEE ANCHOR BOLT CALCULATIONS FOLLOWING THESE NOTES IN THE CALCULATIONS. 3 EDGE NAILING AT ABUTTING PANEL EDGES FOR WALLS LOADED IN EXCESS OF 350 plf SHALL BE APPLIED TO 3x OR WIDER STUDS. 4 APPLYING EQUAL THICKNESS STRUCTURAL WOOD PANELS TO BOTH STUD FACES OF A SHEAR WALL AND WITH MATCHING NAILING FOR BOTH SIDES SHALL PROVIDE DOUBLE THE LOAD CAPACITY OF WALLS HAVING THE SAME PANELS AND NAILING APPLIED TO ONLY ONE FACE. . 5 STRUCTURAL WOOD PANEL SHEAR WALLS WITH PANELS APPLIED TO BOTH FACES AND WITH'EDGE NAILING LESS THAN 6"O/C SHALL HAVE ABUTTING PANEL EDGES FOR ONE SIDE OFFSET ONE STUD SPACE FROM THE OTHER SIDE (NOTE No. 3 ALSO APPLIES) 6 ALL SHEAR WALLS HAVING A LOAD CARRYING CAPACITY IN EXCESS OF 350 pif SHALL BE PROVIDED WITH. 3x. P.T.D.F. SILL PLATES AND 12" LONG ANCHOR BOLTS OF THE DIAMETER PROSCRIBED FOR THAT WALL CONSTRUCTION TYPE (ALL ANCHOR BOLTS SHALL BE SET T' INTO CONCRETE) i WHERE THE CONTRACTOR DESIRES TO CONSTRUCT THE SLAB -ON -GRADE AND THE FOOTINGS AND FOUNDATION IN A TWO POUR SYSTEM, ALL ANCHOR BOLTS SHALL HAVE A MINIMUM LENGTH OF 14", SETTING THEM A MINIMUM OF 4" INTO THE TOP OF THE FOUNDATIONS BEFORE POURING THE SLAB. S ALL ANCHOR BOLTING, HOLDOWN BOLTS OR STRAPS AND OTHER FORMS OF CONCRETE INSERTS SHALL BE SECURELY HELD IN PLACE WITH JIGS OR OTHER SUCH DEVISES PRIOR TO REQUESTING FOUNDATION INSPECTION, DURING INSPECTION AND DURING ACTUAL POURING OF CONCRETE. 9 ALL ANCHOR BOLTS AND HOLDOWN BOLTS SHALL BE BROUGHT PLUMB PRIOR TO THE CONCRETE HARDENING. MECHANICAL STRAIGHTENING OF BOLTS AFTER THE CONCRETE HAS HARDENED THAT RESULTS IN SLAB EDGE BREAKING SHALL RESULT IN REJECTION OF A PORTION OF THE SLAB AND FOUNDATION BY THE ARCHITECT OR STRUCTURAL DESIGNER - OF RECORD AS HE DEEMS NECESSARY, ITS REMOVAL AND REPOURING OF THAT PORTION OF THE CONCRETE. 10 HOLDOWN STRAP HOOKS SHALL BE STABLIZED DURING THE CONCRETE POUR IN ORDER TO ENSURE THEY REMAIN AT THE MANUFACTURER'S PROSCRIBED ANGLE OF INSERTION. . 11 ATTACHMENT OF A 3x SILLPLATE TO FLOOR FRAMING BELOW SHALL BE MADE WITH THE USE OF SIMPSON SDS/4x6 WOOD SCREWS AT 3" olc. 12 ATTACHMENT OF A 2x SILL PLATE TO FLOOR FRAMING BELOW SHALL BE MADE WITH THE USE OF 16d @ SPACING INDICATED AT THE SHEAR WALL TABULATION. STRUCTURAL CALCULATIONS PROVIDE 24 IN WIIDE X 24'IN DEEP 6' FT LONG FOOTING WITH 3# 5 TOP AND BOTTOM CONT.: c DERIVE GRADE BEAM ASSUME=_ 2500 Psi .co L 3# 5 TOP & BOTT ( :.... ► . LOT — LOT T� ; DATAS: Lsw, 2 FT Fy= 60 KSI top &Ybot w Lauri 2 FT ,Fc= 2500 'PSI As= 186!in2 + { _ h= 24 N d 21 IN 8=' 24 IN AS= 0.93 .int 3#'5 As min 0 8064'in2 OVERTURNIG-MOMENT. - 'RESISTING DEAD LOAD: - - MR ROOF+WALL+GR BEAM w _ KIP ROOF & FLOOR=' 2500'-° P= 7180 Lb Mo= 9.5 kip -'i WALL= 1200 " PU 0.9'P GR. BEAM= 3480:° PU= ' 6462`Lb MU 1.4'Mo , .. KIP FT. Mb 13.3 ... ...; ... i RESISTING MOMENT: L= 6 F MO=. 95 wIP n Mr--0.6T-L12 OVERTURNING STABILITY RAT10N -. -KIP-Ft Mr 19.386 > �.. MO= 9.5000 OK' 1 2.04: 1 1 OK 1.5:1 :SOIL BEARING PRESSURE: e=Mo/P 1.32312 Fr qmax= 2'P / 3'B'eo < ALLOWABLE BEARING eo U2- 1.67688 Fr - _ _ gmax=_ 1427.254''PSF PRESSURE 2000 PSF r FACTORED EARTH PRESSURE:' I eu=MU/PI. 2.05819 ft _. .. qu_max= 2'p / 3'B'eo • _:. qui= qu_max- ( qu_max) (lane) euo-U2-60.94181 �it F _ ,qu_max= » 2287.077 psf � 3'euo : qu_p= 668.160 psf Mu- u Larm^2 . + u_max-_p) (q .. q u arm^2 B � Mu 4.831195592. , 2 .* . 6 kip ft Vu— qu P + qu max (Larm)'B Vu_ 5,910.5---. Ib. 2 REINFORCING STEEL: AS= 0.93 a= AS FY 1.1 in ; 0.85 F'C'B ; Mn= 0.9'As'Fy'(d-a/2) .. - Mn= 85.59556 kip ft > 4.83 kip ft OK Vc=:O 85'2'B'd 2500 Vc= 42.84 kip > 5.91047+kip OK PROVIDE 24 IN WIIDE X 24'IN DEEP 6' FT LONG FOOTING WITH 3# 5 TOP AND BOTTOM CONT.: c STRUCTURAL CALCULATIONS FOUNDATION f i " t i POST 1 � i f i FOOTING. F 12 18" 4" 18" .. ....... _. . w �'40" X 12" = 480SO IN _3.3333 j144SQIN SOIL PRESSURE = 1000 `,PSF i w'TOTAL LOAD =13,300.# :>2600# OK f 0 FOUNDATION t � ► SOIL PRESSURE _ 1000 PSF LOADING ' ROOF =" 35 EXr. WALLS = 15 ' H1=+ 13 ft TYPICAL PERIMETER FOOTING AT s 1 STORY Trib. Area (ft) � 8 - __ ..�..._._...._ ,LOADING ROOF _= _630 #1 195.._._ #1 W= 825 #1 REQ"D WIDTH =: 0.825 FT/' FT LENDTH 12" WIDE x 12" CONTIN P_ERIM_FT, � ! _ ;,AND 2 # 4 BARS, CONTIN .. STRUCTURAL CALCULATIONS " 5/8" SET -XP EPDXY ADHESIVE ANCHORE ASTEM 193 GRADE B7 hef= 10" 1 calculate static steel stregth tension per ACI 318-05 sect D 5.1. 1 0 SA N sa = 0.75x 75750 = 56,810 , 5 calculate static concrete breakout strength in tension s ^i .per ACI 318-05 sect D 5.2. 4 ` SA N sa = 0.65x 9600 = 6240# calculate static pullout strength in__ri tension per ACI .318-08 SECT D.5_3 as amended in section 4.1.4 of this repost 0 P Na — 0.65x 2517,5 = 16360# .ACI 318-08 SECT D.4.1.2 0 Nn= 6240# co=1.48