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AR (07-2303)77642 Avenida Madrugada 07-2303 f .P.0—BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 07-00002303 Property Address: 77642 AVENIDA MADRUGADA APN: 773-340-056-56 -14496 - Application description: ADDITION - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 20000 (f4i v 4 . -4 a" Applicant: Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Bu mess and Professionals Code, and my License is in full force and effect. License Class: 13 is s o.: 99962 Dater Contract OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish,.or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 155001.: (_ 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, 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. , BAP.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY 1 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: _ Lender's Address: LQPERMIT Owner: GROSSMAN RELDA 1208 LA MIRADA DR SALINAS, CA 93 FA Contractor: KW CONSTRUCTI0 PO BOX 1756 PALM DESERT, C (760)346-4272 — Lic. No.: 299962 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 sop 922A MAU EDEP Date: 9/10/07 ----------------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, 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 STATE FUND Policy Number 2290022380 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 99 3700 of the Labor C de, I shall fort ' h c p th provisions. l / Date: Applicant 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 1$100,0001. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and 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. 1 agree to comply with all city and co ty ordinances and state laws relating to building construction, Ind hereby aut prize representatives of this co t/y-too enter upon the above-mentionedpr a for mspec ' r Q5 Date: ! O Signature (Applicant or Agen r Application Number . . . . . 07-00002303 Permit BUILDING PERMIT Additional desc . Permit Fee . . . . 207.00 Plan Check Fee 134.55 Issue Date . . . . Valuation 20000 Expiration Date 3/08/08 Qty Unit Charge Per Extension BASE FEE 45.00 18.00 9.0000 ---------------------------------------------------------------------------- THOU BLDG 2,001-25,000 162.00 Permit ELECT - ADD/ALT/REM Additional desc . Permit Fee . . . . 19.41 Plan Check Fee 4.85 Issue Date Valuation . . . . 0 Expiration Date 3/08/08 Qty Unit Charge Per Extension BASE FEE 15.00 126.00 .0350 ---------------------------------------------------------------------------- ELEC NEW RES - 1.OR 2 FAMILY 4.41 Permit MECHANICAL Additional desc . Permit Fee . . . . 24.00 Plan Check Fee 6.00 Issue Date Valuation . . . . 0 Expiration Date 3/08/08 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 EA MECH APPL REP/ALT/ADD 9.00 ---------------------------------------------------------------------------- Special Notes and Comments addition to existing ---------------------------------------------------------------------------- bedroom 126 sq. ft. Other Fees . . . . . . . . ENERGY REVIEW FEE 13.46 STRONG MOTION (SMI) - RES 2.00 Fee summary Charged - Paid Credited ---- -- ---- Due ----------------- ---------- Permit Fee Total ---------- 250.41 .00 ---------- .00 250.41 Plan Check Total 145.40 .00 .00 145.40 Other Fee Total 15.46 .00 .00 15.46' Grand Total 411.27 .00 .00 411.27 LQPERMIT :.Bin # L' City, of La Quinta Building U Safety Division Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Irmit #P.O. `Pr`ojectAddress: 7_6 ` Made Qr Owner's Name:. _ r p-p.is'r►1Ah A. P. Number: f Address'`' , 7 */'—G 7 " }, tiQ611 i' 114 -- 'G . Legal Description: fCity,_ 1 / `Contractor: CD h S Gtz f p L ST; Zip:-- 6 CalIL 1 Telephone: — 3" 4 Address: P. Q Bb 7,576 fProjectDescription:.a x ,P City, ST, Zip: %Lk, Aeze4 Ca ,2 .Z ET a p 4—r © O Telephone: State Lic. # City Lic. #: p Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: i Name of Contact Person: Construction . e: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: t 6 # Stories: # Units: Telephone # of Contact Person: CA q l 3 — L 7. ®6 Estimated Value of Project - Z -Crg=0 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready corrections gZARPlan Check Deposit Truss Cale& Called Conta Pers 4162 Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for correctionsAss e 171fD Electrical Subcontactor List Called Contact Person 17 T, 0 Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''" Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees Cs -41 4 0y/off L+ OL) P -LOW -0 C I . ?eV -J&) l lSC n cl Ca twv►al'lor► FihY % At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/Walkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: Residential Addition 500 Sq Feet or Less EXEMPT This certifies that school facility fees imposed pursuant to in the amount of $0.00 X 126 S.F. or $0.00 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Kenneth Wilhelmson Check No. 0.00 Name on the check Telephone 346-4272 Funding Residential By Dr. Doris Wilson Superintendent = w"'a • ^- Fee collected /exempted by Espe Lara Payment Recd . $o.o-011-5-7-1 - ;' Over/Under 4 Signature Ila NOTICE: Pursuant to Government Code Section 66020(d)(1), this Will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above Will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, Whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting CERTIFICATE OF COMPLIANCE r Desert Sands Unified School District 1c) 47950 Dune Palms Road Zq-07 Q BERMUDA DUNES r h bate 9/11/07 La Quinta, CA 92253 V) RANCHO MIRAGE Q N INDIAN WELLS 1 No. 29685 (760) 771-8515 DESE PALM LA QUINTAL y INDIO y O Owner Grossman APN # 772-340-056-56 Address 77764 Avenida Madrugada Jurisdiction La Quinta City La Quinta Zip Permit # Tract # Study Area Type Single Family Residence No. of Units 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 77764 Avenida Madrugada 126 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/Walkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: Residential Addition 500 Sq Feet or Less EXEMPT This certifies that school facility fees imposed pursuant to in the amount of $0.00 X 126 S.F. or $0.00 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Kenneth Wilhelmson Check No. 0.00 Name on the check Telephone 346-4272 Funding Residential By Dr. Doris Wilson Superintendent = w"'a • ^- Fee collected /exempted by Espe Lara Payment Recd . $o.o-011-5-7-1 - ;' Over/Under 4 Signature Ila NOTICE: Pursuant to Government Code Section 66020(d)(1), this Will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above Will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, Whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting •, TITLE 24 REPORT Title 24 Report for: Grossman Addition_ [?-642 Avenida, Magruda _) La Quinta, Ca 92253 CITY O &LA Q1UINTA BUILD Project Designer APPROVED 9 FOR C Kenneth Wilhelmsso DA ql a L) PO Box 1756 Palm Desert, Ca..92261 (760) 413-1706 .Report Prepared By: Dennis Hurvitz, P.E. Desert Mechanical Engineers 75401 Painted Desert Dr. Indian Wells, CA 92210 (760) 568-9600 CITY OF L BUILDING & SEPT. APPF`.3,. FOR CONS.., AUC"CIQN Job Number: DA'F-----= E' D Date:AUG 1.3 2007 7/9/2007 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 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.3 by EnergySoft Job Number User Number. 5769 " Certificate Of Compliance: Residential (Part.1 of 4) CF -1R Grossman Addition Project Title 77-642 Avenida Mannida—I ❑ ❑ ❑ FIM ❑ ❑ 719/2007 pate a Quints Project Address New A5 1st Floor New D9 -A5 1stFlctor Building Permit # Desert Mechanical Fngbeers _ (760) 568-9600 Documentation Author Telephone Plan Check/Deb FnPLI vpro. Comal ce Method CA .lirrtateyouneJS Field ChecWDate climate Zone TDV Standard Proposed Compliance kBtu/sf- r Design Desi nn Margin_ Space Heating 3.32 4.75 -1.43 Space cooling 105.96 101.49 4.47 Fans 15.27 14.57 0.69 Domestic Hot Water 0..00 0.00 0.00 Pumps 0.00 0.00 0.00 Totals 124.55 120.81 3.74 Percent better than Standard: 3.0% .B 02MELIES,- Building Type: Single -Family. [X -]Addition. TotatConditioned Floor,Areal: 126,ft2 ❑ Multi Family ❑:Existing-+ Add/Alt FxIsting Floor Area: rva ft2 Building Front Orientation: (E),90 deg Rolsed floor Area: 0 ft2 Fuel Type:. Natural Gas Slab on Grade Area: 126 ft2 Fenestration: Average Ceiling Height: 10.0 ft Area: 66 ft2 Avg.. U 0.39; Number of Dwelling, Units: 0.30 Ratio: 444.0/a, Avg. SHGC:• 0.37 NumberatStories: 1 BUILDING ZONE INFORMATION # of Thennostat Vent Zone Name T Floor Area Volume Units Zone Type Type Hgt. Area OPAQUE SURFACES: Insulation AcL Gains. CandRian. I ype rrame Area U-raC. UW. Cont. AZm. Tilt Y / N Status JA IV'Referenoe Location 1 Comments W211 Weed 120 U7A-R_19 RA 0 90 Wall Wood—0 Q74_ _8JJl__RAk 270 90 Wali Wood 120 __0_,0Z4_ R-19 _S -Q o Rnnf Weed 12B 0 036 _g,3Q_ R40 90___ _n ❑ ❑ ❑ FIM ❑ ❑ E ❑ ❑ ❑ ❑ F1 M Q ❑ Neer MA5 Ist Floor New A5 1st Floor New D9 -A5 1stFlctor New 02 -Ag 19t Moor EnergyPro 4.3 by EnergySoft User Number. 5769 Job Number Paw 2 of 7 Certificate Of Compliance Residentiat (Part 2 of 4). CF -1.R Grossman Addition 7/9/2007 Project Me Daae FENESTRATION SURFACES True Cond. Location/ # Type Area U -Factor' SHGCZ Azm. Tilt Stat. Glazing Type Comments 1 Window Rear OW 56.0 0.'A NFRC AR NERC 270 _90_ New MJgard Classic Lew -E Vin1d 1st Flnnr 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 116B. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LEA REM. Dist Len Hgt. Dist Len Hgt 1 Bug Screen 0.76 8.0 7.0 2.0 0.1 2.0 2.0 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (so (in.) Cap. Cond. R -Val. JA IV Reference Status Comments J PERIMETER LOSSES -insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Run In' 'mon Time: 07/09!0715.11.49 Run Code: 118401 SS09 EnergyPro 4.3 by EnergySoft User Number. 5769 Job Number. Page: 3 of 7 Certificate Of Comaliance : Residential (Pant 3 of 4i CF -1 R Grossman Addition 7192007 Twe Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC DISTRIBUTION Dud Dud Condition Ducts Location Heating Coofng Location R Value Status Tested? Hydronic Piping Pipe Pipe maul. System Name Len Diameter Thick. WATER HEATING SYSTEMS Water Heater # in Rates Tank Energy Tank Insul. System Name Type Distribution Syst: (Bhr/hr) (gal)' Condition Factor dby) R-Value-ue A- 11 Multi -Family Central Water Heating Details Hot Water purr 1p Hot Water Piping length (R) Add ur Control # HP Type In Plenum Outside Buried Insulation REMARKS COMPLIANCE STATEMENT TMs mocate of compuanoe fists the building features and specifications needed to comply with Title 24, Parts 1 and 8 Of the California Code of emulations. and the administrative regulations to implement fhem.This oertiticate has been sigspo signed by the individual with overall design rensibility. undersigned neeoWdws that compilance using duct desk n, duct sealing, ve01110affon of rehigerard urge and TXVs, insufaron inslarelion quarry, and building envelope seating require kataft tesfbrg and eerbfication and ftMVeriffcallonbr an enoroved HERS rates. Destgrwr or Owwr (per BUSkillm & ftibulons Code) Name: Title/Firm: Kenneth wiNteUrason Address: PO Box 1756 Patin Desert, Ca. 92261 Tete hone:80 413-1706 n. LIC # qQ9 2 Name: Dennis Hurvitr- P:E. . TdtelFirm: Det Mechanical Engineers Enforcement Agency Name: . rdWJFfrm: Address: Telephone: Certificate Of Compliance: Residential (Part of CF - 1 R Grossman Addition 7/9/2007 Project Title . Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist These items require special written justification and documentation; and special-verffii ationto be used with the performance approach: the locar enforcement agency determines the adequacy of fire justification, and may reject a building or design that otherwise complies oasea on um aaequacy or mespepar tusuncanon ana aocumemauan.sunmrmem Pian Field The Roof "R-30 Roof Cathedral" includes credit for a Radiant Barrier installed per Section 3.3.3 of the Residential Manual. HERS Required Verification Items in this section require field testing andlor verification by a certified home energy rater under the supervision of a urns ..LJ ...t..........J a at _J. ..__ea__ _ space. A HERS rater must visually verify the installation of the HVAC unit and all Ducts and Plenums. Field EnergyPro 4.3 by EnergySoft User Number. 5769 Job Number. Paae:5 of 7 Mandatory Measures Summary: Residential (Page. 1, of 2) MF -IR ' • NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Morestringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (') below. When this checklist is incorporated into the permit documents. the features noted shail.be considered by ell parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Check or Initial applicable Dozers or check NAM notapptkabte-and Included with the- DESCRIPTION docume>nl iotr NIA DESIGNER, ENFORCE - MENT Building. Envelope Measures ❑ ❑ ❑ § 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame calling. ❑ ❑X ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: ❑ ❑ ❑ § 150(c): Minimum R-13 wap insulation in wood framed wah or equivalent U -factor in mead frame waft (does not ❑ ❑X ❑ apply to exterior mass walls). ❑ ❑ ❑ § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. ❑ ❑ ❑ • § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. ❑ ❑ ❑ 1. Masonry and factory -built fireplaces have: ❑ ❑ ❑ a. closable metal or glass door covering the entire opening of the firebox ❑ ❑ ❑ b. outside air intake with damper and control, flue damper and control ❑ ❑ ❑ 2. No continuous burning gas pilot lights allowed. ❑ ❑ ❑ § 150(f): Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual. ❑ ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑ ❑ § 150(0: Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑ ❑ perneance rate no greater than 2.0 pernfinch. § 118: Insulation specified or installed meets insulation instaffation quality standards. Indicate type and include ❑ © El Forth: § 116-17: Fenestration Products, Exterior Doors, and InfittrationlExffiitration Controls. ❑ ❑ ❑ 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑ ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gam ❑ ❑ ❑ , Coefficient (SHGC), and infiltration certification. ❑ ❑ ❑ 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ ❑ ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110.13: HVAC.equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ ❑ ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE; SMACNA orACCA. ❑ ❑ ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ a ❑ § 1500): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0..56 must be externally wrapped with insulation ❑ ❑ ❑ having an installed thermal resistance of R-12 or greater. 2. Bads -up tanks for solar systems, unfired. storage tanks, or other indirect hot water tanks have R-12 external ❑ ❑ ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing. the R -value. 3. The following piping is insulated acoordhV to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank noon -recirculating systems, and entire ❑ ❑ ❑ length of recirculating sections of hot water pipes Shap be insulated to Table 1508. 2. Cooling system piping (suction, chilled water, or brine fines), piping insulated between heating source and ❑ ❑ ❑ indirect hot water tank shall be Insulated to Table 150-8 and Equation 150-A 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123,k ❑ ❑ ❑ , 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, ❑ ❑ ❑ and wind. 6. Insulation for chilled water piping and refrigerant suction piping incudes a vapor retardant or is enclosed ❑ ❑ ❑ entirely in conditioned space. 7. Solar water -heating systems/colleclors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ EnergyPro4.3 by EnergySoft User Number: 5769 Job Number: Pages of 7 2 of 2} MF -IR NOTE: Lowrise residential buildings subject to the Standards must.contain these measures.regardiess of the conptiance approactr used:. More stringent. compliancerequirements from the Certificate of Compfiance.supercede the items marked with an asterisk (7 below. When this cheddist is moorporated into the permit documerft, the features noted shall.be considered:by all parties.asminimum.componen t.perfonnance specific tkins for the mandatory measures whether they,are shown elsewhere in"the documents or on this checklistony. DESCRIPTION' i ftstntcUons:' Check orinitiaf appticabte boxes -when compietedt or chock NfA,If not, a licaMe. ENFORCE - N/A DESiGNER WENT Space Conditioning; Water Weating and Pfumbinq Syst err -Measures: (continued): § 150(m): Ducts and Fans dud tapes unless such tape is used: in combination with mastic and draw bands. 1. All ducts and plenums installed; seated and insulated to meetlhe requirements sof the CMC :Sedimm 601, 802, 603, 604, ❑ ❑ ❑ 605, and Standard 135; supp"r and retum-air ducts and plenums are insulated to a minumum installed level of 4. Exhaust fan systems have back draft orautomatic dampers:- R-4.2 or enclosed entirely in conditioned space. Openings shall be'seated with mastic; tape or other duct.-dosure'system ❑ that meets the applicable requirements of UL 10i, UL 181A, or UL 1818 or aerosol sealant.thatmeets, the requirements 5. Gravity ventilating.systems swing conditioned space have either -automatic or readily accessible, manually operating of UL 723. It mastic or tape.is used to, seat openings greater than 1/4 inch: the combination of mastic and eithermesh . ❑ or tape shag be used. dampers. 2, Building "cavQ%'support pla}forms torah handlers, and plenums. defined.or constructed with materials other than ❑ ❑ ❑ sealed sheet metal, duct board .or flexible duct shatI notbe used for conveying conditioned air. Building cavities and 6. Protectionof Insulation. Insulation shall be°protected from damage; including. that.dueto sunlight,. moisture, equipment support platforms may contain:ducts. Ducts installed in cavities and support platforms shall notbe compcessed.to cause ❑ reductions in the cross-sectional area of the duds. maintenance; and wind. Cellular foam insulationshall be,protetted as aboveror painted -with a coating that is water 3. Joints and seams of dud systems and their componeft shail notbe seated with doth Dade rubber adhesive- ❑ ❑ ❑ dud tapes unless such tape is used: in combination with mastic and draw bands. 4. Exhaust fan systems have back draft orautomatic dampers:- ❑- ❑ ❑ 5. Gravity ventilating.systems swing conditioned space have either -automatic or readily accessible, manually operating ❑ ❑ ❑ dampers. 6. Protectionof Insulation. Insulation shall be°protected from damage; including. that.dueto sunlight,. moisture, equipment ❑ ❑ ❑ maintenance; and wind. Cellular foam insulationshall be,protetted as aboveror painted -with a coating that is water retardant and provides shielding frorrrsotar radiation that can cause degradation of the material. 7. Flexible duds cannot have porous inter cores. ❑ ❑ ❑ § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the 11 El Elheater, weatherproof operating instructions, no electric resistance treating and no pilot light 2. System is installed with: a. At least 36" of pipe between filter and heather for future solar heating. ❑ ❑ ❑ b. Cover for outdoor pools or outdoor spas. ❑. ❑ ❑ 3. Pool Isysterm has directional inlets and a circulation pump time switch. ❑ ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ ❑ ❑ burning pilot fight .(Exception: Non -electrical cooking applianoes with pilot < 150 BbAr) § 118 (1): Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures § 150(k)l: HIGH EFFICACY LUMINAIRES OTHERTHAN OUTDOOR HID: contain only high efficacy lampsas outlined in Table, ❑ ❑ ❑ 150.0, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no Was than 20 kHz § 150(k)l: HIGH EFFICACYLUMINAiRES - OUTDOOR"MID: contain only high efficacy lamps as outlined in Table 150-C, ❑ El 11luminaire has factory Installed HID ballast § 150(k)2: Permanently installed luminaires -in kitchens shall be high efficacy luminaires Up to 56% of the Wattage; as determined ❑ ❑ ❑ in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not higih efficacy luminaires; provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms; garages, laundry, rooms; utility rooms.shag:be-higtreffcacy luminaires: ❑ ❑ ❑ OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d). § i 50(k)t: Pernianently installed luminaires located other than in kidm bathrooms, laundry rooms, and utility rowns shall be hi efficacy luminaires (except closets lessfhan 70 OR are cerhtiolledftby a dimmer switch OR are ❑ ❑ controlled by an occupant sensor.that complies with Section ft9(d)lhat does not tum on automatically or have an always on option.El § 150(k)5: Luminaires that are. recessed.into-Insulated ceifurgs are approval for zero,clearancce insulation saver VC) are: 11 ❑ certified to ASTM E283 and labeled as air tight (AT) to les than 20 CFM at -75 Pascals: § 150(k)6: Luminaires pmviding.outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ ❑ ❑ same lot shall: be high efficaky:luminaires (not including r ghting around swimming poolsANater features or other Adide° integral 680 locations) OR are txhntrolted by ocarpant sensors with photo control certified to comply with Section 119(d). § 150(k)7: Lighting far parking tots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)8: 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 OR:arekwntrolted.by oocupant sensor(s) certified to comply with, Section I I9(d). . EnergyPro 4.3 by EnergySott' User Number 6769 Job Number. Page:7 of 7 t Client: K.W. CONSTRUCT OIGITY OF LA QUINT BUILDING & SAF A (760) 346-4272 OR 413-1 POVED r DEPT. FOR co R C Iv i'roject: GRO55MAN RE o Addreoo: 77642 Avenida Madrupda Santa Rosa Cove La Qu i nta Job: 07-190 Date: 10 Au9 of 2007 tPte ly buo;Wrew STRUCTURAL AND CIVIL ENGINEERING DENISE R. POELTLER, INC. 1.661 Highway 1 1 1 • Suite G • Palm Desert, California 92260 TEL. (760) 779-0405 • FAX (760) 779-1317 www.theflyingbuttress.com STRUCTURAL CALCULATIONS DESIGN AND DETAILING OF: I. Beams, posts, and footings. 2. Lateral analysis. E ROOF LOADS Suncrete Mission clay tile BY VF WEN) GR055MAN #D -1 O 73661 Highway 111, suite G REVISED '11642 Ave. Modrugoda AAf3E Palm Desert, CA 92260 (760) 779-0405 FAX (760) 779-1317 = 1.0 P5F La Guinta Santa Rosa Cove OF _ www.theftyingbuttress.com = 1.5 PSF 141/32" Plywood = 1.8 PSF PROJECT: K.W. CONSTRUCTION = 3.0 PSF. P.O. Box 1"156 = 1.0 PSF 1/2" Gypboard Palm Desert, CA Q2261 = 2.0 PSF (160) 346-4212 CELL 413-1106 STRUCTURAL CALCULATIONS DESIGN AND DETAILING OF: I. Beams, posts, and footings. 2. Lateral analysis. E ROOF LOADS Suncrete Mission clay tile = 10.0 PSF Felt = 0.5 P5F 141/32" Plywood = 1.5 PSF Framing: 2x at 24" o.c. = 3.0 PSF Insulation = 1.0 P5F 1/2" Gypboard = 2.2 PSF Mech. + Misc. = 1.5 PSF Dead Load = 20.0 PSF Live Load (4:12 pitch) = 16, FLAT ROOF LOADS ` q:. Composition roofing = 6.0 PSF 141/32" Plywood = 1.8 PSF Framing: 2x at 24" o.c. = 3.0 PSF. Insulation = 1.0 PSF 1/2" Gypboard = 2.2 PSF Mech. + Misc. = 2.0 PSF Dead Load = 16.0 PSF Live Load (0.25:12 pitch) = 20, 16, 12 PSF Igq-1 UBC 2001 GBG th& f lycng, l r 73661 Highway 111, Suite G Pala Desert, CA 92260 (760) 779-0405 FAX (760) 779-1317 www.theflyingbuttress.com PROJECT: SOILS INFO BYPFtf DATE 8 o 6RO55MAN # o-7-110 REVISED -7764:2 Ave. Madrugoda PAGE_ La Quints Santa Rosa Cove of l K.W. CONSTRUCTION P.O. Box 1'156 Palm Desert, CA 12261 060) 346-4212 CELL 413-1'70(6 NO SOILS REPORT PROVIDED; USE UBG TABLE 18-1-A FOR MINIMUM VALUES. OWNER/ CONTRACTOR ACCEPTS ALL LIABILITY FOR COMPACTION AND SUBSIDENCE OF UNDERLYING SOILS. 501L CLASSIFICATION = SILTY SAND MAX. 501L BEARING PRESSURE = 1500 P5F PASSIVE PRESSURE = 150 PSF/FT. COEFF. OF FRICTION = 0.25 BASIS OF DESIGN CODE UNIFORM BUILDING CODE (UBC), I11q-7 EDITION, FIRST PRINTING CALIFORNIA BUILDING CODE (GBG), 2001 EDITION INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS STEEL MANUAL OF STEEL CONSTRUCTION, ALLOWABLE 5TRE55 DE516N (AISC) NINTH EDITION, AMERICAN INSTITUTE OF STEEL CONSTRUCTION CONCRETE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (AGI), AGI 318-145 AMERICAN CONCRETE INSTITUTE WOOD NATIONAL DESIGN OF SPECIFICATIONS FOR WOOD CONSTRUCTION (ND5) ANSI/NFoPA, NDS-Igq'7 EDITION, NATIONAL FOREST PRODUCTS ASSOCIATION IT IS THE FULL INTENTION OF THE ENGINEER THAT THESE CALCULATIONS CONFORM TO THE UNIFORM BUILDING CODE, Ig9'i EDITION. THESE CALCULATIONS SHALL GOVERN THE STRUCTURAL PORTION OF THE WORKING DRAWINGS. WHERE ANY DISCREPANCIES OCCUR BETWEEN THESE CALCULATIONS AND THE WORKING DRAWING5, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY 50 PROPER ACTION MAY BE TAKEN. THE STRUCTURAL CALCULATIONS INCLUDED ARE FOR THE ANALY515 AND DESIGN OF THE PRIMARY STRUCTURAL SY5TEM. THE ATTACHMENT OF VENEER AND NON-5TRUCTURAL ELEMENTS 15 THE RESPONSIBILITY OF THE ARCHITECT, UNLESS SPECIFICALLY SHOWN OTHERWISE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR WORK NOT A PART OF THESE CALCULATIONS NOR FOR INSPECTION TO ENSURE CONSTRUCTION IS PERFORMED IN ACCORDANCE WITH THESE CALCULATIONS. STRUCTURAL OBSERVATION OR FIELD INVE5TI&ATION SERVICES ARE RETAINED UNDER A SEPARATE CONTRACT. 1 1 1 1 1 1 1 1 1 1 1 th&flyaA0'tmttyew By OAS 8 0 GROSSMAN # q 7 - 73661 Highway 111, Sulte G REVISED '11642 Ave. Madrugada PAGE Palm Desert, CA 92260 (760) 779-0405 FAX (760) 779-1317 La Guinta Santa Rosa Cove OF _ www.theflyingbuttress.com -PROJECT: K.W. CONSTRUCTION P.O. Box 1-156 Palm Desert, GA 412261 (-1(b0) 346-4212 CELL 413-I-106 CONCRETE STRENGTH f' r- = 2500 PSI 28 -Day Minimum Compressive Strength STEEL F y = 40 KSI, Grade 40, ASTM A615 dle/ f lyl *uj, t 73661 Highway 111, Suite G Pala Desert, CA 92260 (760) 779-0405 FAX (760) 779-1317 www.theflyingbuttress.com -PROJECT: 1 t BY 2'P DATE ® O REVISED 6RO55MAN "77642 Ave. Modrugodo Lo Quinto Santa Rosa Cove K.W. CONSTRUCTION P.O. Box 1-156 Palm Desert, CA 92261 (760) 546-42-72 CELL 413-1'706 LATERAL LOADS 199'1 UBC and 2001 GBG SEISMIC COEFFICIENTS SECTION 1626 UBC TABLE VALUE FACTOR 16-1 Z = 0.4 SEISMIC ZONE 4 I6-..1 SD 501L PROFILE TYPE 16-K I = 1.0 STANDARD OCCUPANCY I6 -L NO VERTICAL IRREGULARITY 16-M NO PLAN IRREGULARITY I6 -N R= 5.5 PLYWOOD SHEAR PANELS 16-N R= 5.5 SIMPSON STRONGWALL PANELS 16-0 op= 1.0 HORIZONTAL FORCE FACTOR 16-0 Ca= 0.44 No 16-R Cv= 0.64 Nv 16-5 No = 1.0 DISTANCE > 10 KM 16-T Nv = 1.2 DISTANCE > 10 KM I6 -U A SEISMIC SOURCE TYPE WIND LOAD COEFFICIENTS SECTION 1620 UBC TABLE VALUE FACTOR 16-F (2s = 12.6 PSF ('10 MPH) BASIC WIND SPEED 16-6 Ce = 1.06 (HT. 0-15 FT.) EXPOSURE C Ce = 1.13 (HT. 15-20 FT.) EXPOSURE C Ce = 1.19 (HT. 20-25 FT.) EXP05URE C 16-H Cq,= 1.3 HORIZONTAL / ANY DIRECTION 16-K I = 1.0 IMPORTANCE FACTOR p = Ce x Cq, x Qs x I = 1-1.4 PSF (EO. 20-1) In = 1.06 x 1.3 x 12.6 PSF x 1.0 = 1-7.4 PSF (HT. = 0 -15 FT) p = 1.13 x 1.3 x 12.6 PSF x 1.0 = 15.5 PSF (HT. = 15-20 FT) p = 1.19 x 1.3 x 12.6 PSF x 1.0 = 19.5 P5F (HT. = 20 -25 FT.) #01-190 PAGE_ OF _ t, & f yc*lf & (Attye4k BY OR? DATE --y0l 6RO55MAN # 07 -19 p 73661 Highway 111, suite G REVISED 77642 Ave. Modrugoda PAoE_ C Palm Desert, CA 92260 La OuInto (760) 779-0405 FAX (760) 779-1317 Santa Rosa Cove OF tq www.theftyingbuttress.com PROJECT: K.W. CONSTRUCTION P.O. Box 1-756 Palm Desert, CA 82261 (-7(o0) 346-4212 CELL 413-1706 DES16N FOR TOTAL LATERAL FORGE SEG. 1632.2 Fp= 4.0 Ga 112 Wp (EQ. 32-1) (1.4) Fp = aR x(1.11 (1 + 3hr ) Wp (EQ. 32-2) Fp = 0.7Oa 112 Np (EQ. 32-3) (1.4) SIMPLIFIED STATIC DE516N SEG. 1630.2.3 V= 3.0 Ca Wdl (EQ. 30 -II) R (1.4) V = 3.0 (0.44 x 1.0) yqdI = 0.171 Wd I (PLYWOOD SHEAR PANELS) 5.5 (1.4) (SIMPSON STRONG WALLS) BASIC LOAD COMBINATION FOR ALLOWABLE STRESS DE516N PER SEC. 1612.3.2 ALTERNATE LOAD COMBINATIONS E= pEh + Ev = I.OEh (EQ. 30-1) WHERE P= 1.0 and Ev= O D + L + E = V (EQ. 12-13) 1/3 STRESS INCREASE 1.4 1.4 ALLOWED f 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 Active Fault Near -SOL 0-34 This map is intended to be used in co the 1997 Uniform Building Code, Table: thel fby6no" tmwras'k BY jZt P DATE g O JOB C ROSS ' I/ ► tJ # 07-130 73.661 Highway 111 • Suite G Palm Desert, California 92260 CKD DATE PG 77 (760) 779-0405 0 FAX (760) 779-1317 www.theflyingbuftress.com OF PREPARED FOR: G I-I\,-, 3 1-2 . Rooms WAc-1.S {9J5 = Ci co F>e, r- l z') - ' C'L X ? 18 P& P) X o, t"7 P L z CA 57 PLr' >c ior ' = F Pf-FI 27.12' Rooms was PSC ) o,- 2 x x ► x a, t -71 4 PLr- f tiW z eL'r- Go W 11 oLS L i PL1 X ts.1 _ 'z x 10,x' 150 P LF -W 0 it t Ire LI t t t t 1 t 1 1 1 1 t 1 1 1 1 i 1 1 1 ! lllilllllllllll l III -die,l `yL O buttrpAk 73.661 fthway 1 l 1 • Suite G Palm Desert. Ca tRomia 92260 (760j 779-0405 0 Fax (7601 779Li317 BY DATE Za% (Kp_ DATE JOB 6:1P, rJM IJ 1J PG OF OVERTURNING AT SHEAR PANELS O FORCE H PL. HT_ M resisting S.P. L FHD= (FXH)-M t HPAHD 22 HOLDDOWN +57 1 '1j '104+ t) -7 ra Ro Q e) 1 1 1 1 1 11 t 1 1 t fl CKD_DATE or Bill I 11111111111111111 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SHEAR PANEL SCHEDULE SHEAR PANEL WALL SHEATHING allvorr _ E ( N PIETA (b) sum risks ANGFIOR BOLTS 12 -SM CLIPS4 (?x}5/8' db. A.B. SIMPSON STRONSWA6L 1/4' X 6' AT MPT. SILL PLATE S4 STANDARD 804 PLP LAG BLOCKING 1/8'. DIAM. AB. AT SW 24X8 SCREMS ABOVE EA. HlDQB NOLOOM PANEL (A) 8d AT A95 Q 9/8' APA-RATW STRUCT. I 60 Oic. CLIPS AT 5/8' d1a. AA AT PLYWOOD, EXPOSURE I OR 290 PLP (13) 8d 32. O.C. IN P T. SILL EXTERIOR GRAM 12. O.G. Ib OCG. PLATE P.I. ■ 32/16 NOTE, 0"01ON NAILS ARE RBMUIRID FOR SHEAR EAN®A Am DIAPHRAGM NAILIN6. SHEAR PANELSs 8d COMMONS (OJSI' X 2-1/2' MIND ROOF DIAPHRAGM NAILING, 8d COMMONS (0.131' X 2-1/2' MIN) Wall Summary... Using 15/32" Thick Structural I on 1 side/s, Nailing is 8d at 3 in @ Edges, 8d at 12 in @ Field Applied Shear = 546.6#/ft, Capacity = 550.000#/ft -> OK Wall Overturning = 8,549.Oft-#, Resisting Moment = 288.Oft-#, End Uplift = 4,130.50lbs ' Max. Soil Pressures: @ Left = 1,280.3psf, @ Right = 1,280.3psf Sill Bolting: 1/2" Bolts @ 18.54in, 5/8" Bolts @ 29.05in, 3/4" Bolts @ 41.75in Footing Summary... S .+5' S Tp P Max. Footing Shear = O.00psi, Allowable = 109.54psi -> OK 4 Bending Reinforcement Req'd @ Left = 0.91 in2, @ Right = 0.91 in2 rl Minimum Overturning Stability Ratio = 1.664 : 1 j Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... PHD5, Capacity = 4685lbs PHD5, Capacity = 4685lbs HD6A, Capacity = 5105lbs HD6A, Capacity = 5105lbs PHD6, Capacity = 5860lbs PHD6, Capacity = 5860lbs HD6, Capacity = 6080lbs HD6, Capacity = 6080lbs 1 t The Flying Buttress Title: Job # ! ' Civil and Structural Engineering Dsgnr: Date: 10:17AM, 5 AUG 0 Description 73661 Highway 111, Suite G Palm Desert, CA 92260 (760) 779-0405 FAX (760) 779-1317 Scope Rev: 580002 User. KW -M5196, Ver 5.8.0, 1 -Dec -2003 plywood Shear Wall & Footing Page 1 (c)1983-2003 ENERCALC Engineering Software saroyan.ecw:Celculations ' Description SIMPSON STRONGWALL SW24X8 General Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined. ' # Plywood Layers 1 Wall Length 2.000 ft End Post Dimension 3.50 in Plywood Grade Structural I Wall Height 8.000 It Seismic Factor . 0.171 Nail Size 8d Wall Weight 18.000 psf Nominal Sill Thick. 3.00 Thickness 15/32" Ht / Length 4.000 Stud Spacing 16.00 in Loads Vertical Loads... Overburden Load over Footing 0.00 psf Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at 0.00 ft ' Uniform Load # 1 0.00 #/ft 0.00 ft to 0.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... ' Uniform Shear @ Top of Wall Uniform Shear @ Top of Wall 522.00 #/ft 0.00 #/ft 2.000ft 1,044.00 lbs 2.000 ft 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# _Footing Past Left Edge of Wall 2.500 ft Concrete Weight 145.00 pcf Wall Length Past Right Edge of Wall 2.000 ft 2.500 ft Rebar Cover 3.00 in fc 3,000.00 psi Footing Length 7.000 ft Fy 40,000.00 psi Footing Width 2.00 ft Min. Steel As % 0.00140 Footing Thickness 30.00 in Summary Design OK Wall Summary... Using 15/32" Thick Structural I on 1 side/s, Nailing is 8d at 3 in @ Edges, 8d at 12 in @ Field Applied Shear = 546.6#/ft, Capacity = 550.000#/ft -> OK Wall Overturning = 8,549.Oft-#, Resisting Moment = 288.Oft-#, End Uplift = 4,130.50lbs ' Max. Soil Pressures: @ Left = 1,280.3psf, @ Right = 1,280.3psf Sill Bolting: 1/2" Bolts @ 18.54in, 5/8" Bolts @ 29.05in, 3/4" Bolts @ 41.75in Footing Summary... S .+5' S Tp P Max. Footing Shear = O.00psi, Allowable = 109.54psi -> OK 4 Bending Reinforcement Req'd @ Left = 0.91 in2, @ Right = 0.91 in2 rl Minimum Overturning Stability Ratio = 1.664 : 1 j Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... PHD5, Capacity = 4685lbs PHD5, Capacity = 4685lbs HD6A, Capacity = 5105lbs HD6A, Capacity = 5105lbs PHD6, Capacity = 5860lbs PHD6, Capacity = 5860lbs HD6, Capacity = 6080lbs HD6, Capacity = 6080lbs 1 t t t 1 1 1 1 1 1 1 1 1 The Flying Buttress Title: 01205tit144j ., Job # l 5 q Civil and Structural Engineering Dsgnr: Date: 10:17AM, 5 AUG 07 11 73661 Highway 111, Suite G Description Palm Desert, CA 92260 Scope (760) 779-0405 FAX (760) 779-1317 Rev: 580002 User: KW -0605196, Ver 5.8.0,1 -Dec -2003 Plywood Shear Wall & Footing `saroyan.ecw:Calculations Pae 2 g (c)1983-2003 ENERCALC Engineering Software Description SIMPSON STRONGWALL SW24X8 Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 2.104 ft 2.104 ft Soil Pressure @ LEFT Side of Footing 1,280.28 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,280.28 psf Moments... Actual Mu @ Left Wall Edge 4,351.51 ft-# 4,351.51 ft-# Actual Mu @ Right Wall Edge 2,378.91 ft-# 2,378.91 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @'d' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 109.545 psi 109.545 psi Overturning... Overturning Moment 11,282.11 ft-# 11,282.11 ft-# Resisting Moment 18,770.50 ft-# 18,770.50 ft-# Overturning Stability Ratio 1.664:1 1.664 :1 Pi 1 n d.4-' -7t Q )vA w iU NP 5 A Na L cQ o w rt n - N rival f{ -x8 9 PW % r0 f KO rQ'r Ilc `S (ODP / 10'6r R -I / . .4 . I'liq - - ---. u Pa pe L O U si 0 ,. Frame less i rro re Q oo; 11 ` --- Haw 2/ 'Ix- ! v`' I 5_ ` \y -2 Vl:.RIF 4x8 !-!'DR• ve- S i aQ r h l a SS V D o 7 C ; ► l v /l et oom u;te F0M t t 1 [i 1 1 Roof Rafter[ 97 Uniform Building Code (97 NDS)1 Ver: 6.00 I / By: Denise R. Poeltler, PE , The Flying Buttress on: 08-05-2007: 09:09:29 AM / Project: GROSSMAN - Location: R-1 NEW RAFTERS Summary: 1.5 IN x 9.25 IN x 10.5 FT (c- 16 O.C. 1 #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 206.8% Controlling Factor: Section Modulus / Depth Required 5.28 In Rafter Span Deflections: Dead Load: DLD-Interior— 0.03 IN Live Load: LLD -Interior= 0.04 IN = U2906 Total Load: TLD-Interior— 0.08 IN = U1614 Rafter End Loads and Reactions: LOADS: RXNS: Upper Live Load: 105 PLF 140 LB Upper Dead Load: 84 PLF 112 LB Upper Total Load: 189 PLF 252 LB Lower Live Load: 105 PLF 140 LB Lower Dead Load: 84 PLF 112 LB Lower Total Load: 189 PLF 252 LB Upper Equiv. Tributary Width: UTWeq= 5.25 FT Lower Equiv. Tributary Width: LTWeq= 5.25 FT Rafter Data: Interior Span: L= 10.5 FT Eave Span: L-Eave= 0.0 FT Rafter Spacing: Spacing= 16.0 IN O.C. Rafter Pitch: RP= 0.25 :12 Roof sheathing applied to top of joists -Top of rafters fully braced. Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Non -Snow Live Load: Roof Loaded Area: RLA= 14.0 SF Live Load Method: Method = One Rafter Loads: Roof Live Load: LL= 20.0 PSF Roof Dead Load: DL= 16.0 PSF Roof Duration Factor: Cd= 0.90 Slope Adjusted Spans And Loads: Interior Span: L-adj= 10.5 FT Rafter Live Load: wL-adj= 27 PLF Rafter Dead Load: wD-adj= 21 PLF Rafter Total Load: wT-adj= 48 PLF Properties For: #1- Douglas Fir -Larch Bending Stress: Fb= 1000 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc -perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1139 PSI Adjustment Factors: Cd=0.90 Cf=1.10 Cr --1.15 Fv': Fv'= 86 PSI Adjustment Factors: Cd=0.90 Design Requirements: Controlling Moment: M= 662 FT -LB 5.251 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 217 LB At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 6.97 IN3 S= 21.39 IN3 Area (Shear): Areq= 3.80 IN2 A= 13.88 IN2 Moment of Inertia (Deflection): Ireq= 14.71 IN4 1= 98.93 IN4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Roof Beamf 97 Uniform Building Code (97 NDS) ) Ver: 6.00 l Bv: Denise R. Poeltler, PE, The Flying Buttress on: 08-05-2007: 09:09:28 AM j Project: GROSSMAN - Location: B - 1 NEW HEADER Summary: 3.5 IN x 7.25 IN x 7.0 FT / #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 306.1% Controlling Factor: Section Modulus / Depth Required 3.6 In Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.01 IN = L/7346 Total Load: TLD= 0.03 IN = L/2445 Reactions (Each End): Live Load: LL-Rxn= 140 LB Dead Load: DL-Rxn= 281 LB Total Load: TL-Rxn= 421 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.19 IN Beam Data: Span: L= 7.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 0.25 :12 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: IJ 240 Roof Loading: Roof Live Load -Side One: LL1= 20.0 PSF Roof Dead Load -Side One: DL1= 16.0 PSF Tributary Width -Side One: TW1= 2.0 FT Roof Live Load -Side Two: LL2= 0.0 PSF Roof Dead Load -Side Two: DL2= 0.0 PSF Tributary Width -Side Two: TW2= 0.0 FT Roof Duration Factor: Cd= 0.90 Wall Load: WALL= 42 PLF Beam Self Weight: BSW= 6 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 7.0 FT Beam Uniform Live Load: wL= 40 PLF Beam Uniform Dead Load: wD_adj= 80 PLF Total Uniform Load: WT= 120 PLF Properties For: #1- Douglas Fir -Larch Bending Stress: Fb= 1000 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticitv: E= 1700000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1170 PSI Adjustment Factors: Cd=0.90 Cf=1.30 Fv': FV= 86 PSI Adjustment Factors: Cd=0.90 Design Requirements: Controlling Moment: M= 736 FT -LB 3.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 353 LB At a distance d from support. - Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 7.55 IN3 S= 30.66 IN3 Area (Shear): Areq= 6.20 IN2 A= 25.38 IN2 Moment of Inertia (Deflection): Ireq= 10.91 IN4 1= 111.15 IN4 Roof Beam( 97 Uniform Building Code (97 NDS) I Ver: 6.00 By: Denise R. Poeltler, PE , The Flying Buttress on: 08-05-2007: 09:09:28 AM Project: GROSSMAN - Location: B - 2 EXISTING HEADER Summary: 3.5 IN x 7.25 IN x 7.5 FT / #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 21.3% Controlling Factor: Section Modulus / Depth Required 6.58 In Deflections: Dead Load: DLD= 0.07 IN Live Load: LLD= 0.06 IN = U1422 Total Load: TLD= 0.13 IN = L/681 Reactions (Each End): Live Load: LL-Rxn= 630 LB Dead Load: DL-Rxn= 685 LB Total Load: TL-Rxn= 1315 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.60 IN Beam Data: Span: L= 7.5 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 0.25 :12 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Roof Loading: Roof Live Load -Side One: LL1= 20.0 PSF Roof Dead Load -Side One: DL1= 16.0 PSF Tributary Width -Side One: TW1= 8.4 FT Roof Live Load -Side Two: LL2= 0.0 PSF Roof Dead Load -Side Two: DL2= 0.0 PSF Tributary Width -Side Two: TW2= 0.0 FT Roof Duration Factor: Cd= 0.90 Wall Load: WALL= 42 PLF Beam Self Weiqht: BSW= 6 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 7.5 FT Beam Uniform Live Load: wL= 168 PLF Beam Uniform Dead Load: wD adi= 183 PLF Total Uniform Load: -WT= 351 PLF Properties For: #1- Douqlas Fir -Larch Bending Stress: Fb= 1000 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1170 PSI Adjustment Factors: Cd=0.90 Cf=1.30 Fv': Fv'= 86 PSI Adjustment Factors: Cd=0.90 Design Requirements: Controlling Moment: M= 2465 FT -LB 3.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1104 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 25.28 IN3 S= 30.66 IN3 Area (Shear): Areq= 19.38 IN2 A= 25.38 IN2 Moment of Inertia (Deflection): Ireq= 39.15 IN4 1= 111.15 IN4 1 1 1 1 Roof Beam( 97 Uniform Building Code (91 NDS)1 Ver: 6.00.81 By: Denise R. Poeltler, , The Flying Buttress on: 08-10-2007: 09:37:00 AM Project: - Location: REPLACE EX. 4X8 cc lti, V= Summary: LB 3.5 IN x 7.25 IN x 8.0 FT / #1 - Douglas Fir-Larch - Dry Use 25.89 Section Adequate By: 18.4% Controlling Factor: Section Modulus / Depth Required 6.66 In Deflections: IN3 Dead Load: L= jlA)C DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): 47.51 Live Load: LL-Rxn= Dead Load: DL-Rxn= Total Load: TL-Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Non-Snow Live Load: Roof Loaded Area: RLA= Live Load Method: Method = Roof Loading: Roof Live Load-Side One: LL1= Roof Dead Load-Side One: DL1= Tributary Width-Side One: TW1= Roof Live Load-Side Two: LL2= Roof Dead Load-Side Two: DL2= Tributary Width-Side Two: TW2= Roof Duration Factor: Cd= Wall Load: WALL= Beam Self Weight: BSW= Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD_adj= Total Uniform Load: wT= Properties For: #1- Douglas Fir-Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd=1.00 Cf--1.30 Fv': Fv'= Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): 0.09 IN 0.08 IN = L/1172 0.17 IN = L/561 672 LB 730 LB 1402 . LB 0.64 IN 8.0 FT 0.0 FT 0.25 :12 360 240 67.2 SF One 20.0 PSF 16.0 PSF 8.4 FT 20.0 PSF 0.0 PSF 0.0 FT 1.00 42 PLF. 6 PLF 8.0 FT 168 PLF 183 PLF 351 PLF 1000 PSI 95 PSI 1700000 PSI 625 PSI 1300 PSI 95 PSI M= 2805 FT -LB V= 1206 LB Sreq= 25.89 IN3 S= 30.66 IN3 Areq= 19.04 IN2 A= 25.38 IN2 Ireq= 47.51 IN4 1= 111.15 IN4 i