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AR (07-0784)4 P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number:0L- 9— 00.0'7"84 Property Address: 52935 AVENIDA MENDOZA APN: 773-332-023-10 .-000600- Application description: ADDITION - RESIDENTIAL Property Zoning: COVE RESIDENTIAL Application valuation: 9324 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 Business and Professionals Code, and my License is in full force and effect. License Class: License No.: - - - - - - - - - - - - - - - Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for, the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by' any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and 000 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 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. , B.&P.C. for this reason te: 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.). .S..ol Lender's Name: _ Lender's Address: LQPEILMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: .4/03/07 Owner: GERARDO ANGEL 52-935 AVE. MENDOZA LA QUINTA, CA 92253 Other struct info . . . . . C' Contractor: Owner DITION /20APa' 052007 Lic. No.: ---------1-40 - CITY OF LA au ------------------------------------------ ----- WORKER'SCOMPENSATION DECLARATION I heieby 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: Cairier OC NO Policy Number E FOOTAGE NC_l 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 sh with comply ae-¢ro ' 'ons. D •S'Cil icary� . 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 ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and 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 oft ' county to enter upon the above-mentioned property for i///ns000eeeeeettt rposes. Date: • S'Q! ature (Applicant of Agen`' -� LQPERMIT Application Number 07-00000784 Permit . . . BUILDING PERMIT Additional desc . Permit Fee 117.00 Plan Check Fee 76.05 Issue Date Valuation . . . . 9324 Expiration Date' 9/30/07 Qty Unit Charge. Per Extension BASE FEE 45.00 8.00 9.0000 ---------------------------------------------------------------------------- THOU BLDG 2,0.01-25,000 72.00 Permit ELECT - ADD/ALT/REM Additional desc . Permit Fee . . . . 20.71 Plan Check Fee .5.18. Issue Date . . . . Valuation . . . . 0 Expiration Date 9/30/07 Qty •Unit Charge Per Extension BASE FEE 15.00 163.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 5.71 Permit .. . . MECHANICAL Additional desc'. -Permit Fee . . . 24.00 Plan Check -Fee 6.00 Issue Date . . Valuation . . . . 0 Expiration Date 9/30/07 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 DINING ROOM ADDITION 163 SQ. FT.April_ 3, 2007 9:13:59 AM jjohrison ----------------------------------------------------------------------------- Other Fees ENERGY REVIEW FEE 7.61 STRONG MOTION (SMI) - RES .93,. Fee summary Charged Paid Credited Due Permit Fee Total 161.71 .00 .00 161.71 Plan Check Total 87.23 .00 .00 87.23 Other Fee Total 8.54 .00 .00 8.54 Grand Total 257.48 .00 .00 257.48 LQPERMIT 1' „ "' r Bu%t �• �, ty of taaQuinta Building u Safety Division R.O. Box. 15041 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 .,Building , Permit A lication•and Tracking Sh g - PP g eet Permitfl Pro"ect Address: Cf J 2 S J �J l�, E P�ic•.)Jo--t OwneNm Owner's Name: rti GEtyd tt�t� '. A: P. Number: �%3 ` ?,32 Address: x-2-9 35 • A�/E. r:n>cz� } Legal Description: (—(' + Contractor: Ci ST Zip: P lt4 N� 225 Telephone: Address: Project Description:• ��> •S i.X C> 5' City; ST, Zip:, Telephone: CityLic. #: State Lic. # :. Arch., Engr., Designer:' .. < Address: City, ST, Zip: f r Telephone: ' F Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add Alter '. Repair " Demo Ft.: ' # Stories: # Units: - Name of Contact Person:Sq. Telephone.# of Contact Person: Estimated Value of Project: ' APPLICANT: DO NOT WRITE BELOW THIS'LINE # f Req'd Recd TRACKING. PERMIT FEES Plan Sets Plan Check submitted' (0 Item t Amount Structural Cates. Reviewed, ready fo corrections 3 Q Ian Check Deposit Trus Called Contact Person - 3� 0� Plan Check Balance Energy Calcs_ • Plans picked up ` 0 Construction 0 Floodplain plan ... • • Plans resubmitted (' Mechanica Grading:plan. 2°" Review, ready for'correct• ns/issue Electrical ` Subcontactor List _ Called Contact Person �,' .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 Fe es ` M Bin #SACity of La Q Uinta Building a Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 49 "� 8 Project Address:' 2_ s Ave Owner's Name:. A. P. Number: Address: - Zg • ,,� �� k�Z� Legal Description: City, ST, Zip:, Z -Z g Contractor: 1 Telephone:: Address: Project Description: City, ST, Zip: p—�►��-�� '�'R- 1�--� � CmE . Telephone: s, P State Lid. # : City Lic. Arch., Engr., Designer: Address:. 5 t�yc•.�� City.; ST, Zip: L,pCPU ltmtjCA ... 225 Telephone: 33 t'v 1 State Lid. #: Name of Contact Person: �F cev Construction Type: Occu an �.' P dY� Project type (circle one): New d n . Alter Repair Demo Sq. Ft : #Stories: #Units:' Telephone # of Contact Person. G•� 3.3 : ��-� Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS UNE I{ Submittal . Req'd Recd TRACMG . PERMIT FEES Plan Sets Plan Check submitted 0 Item Amount Structural Cales. Reviewed, ready for corrections Plan. Check Deposit Truss Coles. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood blain plan. Plans resubmitted Mechanical • • Grading. plan r Review, ready for eorrectioni issue Electrical Plumbing Subcontactor List Called Contact Person Grant Deed Plans picked upS.M.I. A.O.A. Approval Plans resubmitted Grading IN HOUSE:- 3w Review, ready for correctioustissae Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees tj y .J U I --�>olv 510A•n (J vi .n00te) STAO-f- -C- Date 4/3/07 No. 29331 Owner Gerardo CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 APN # o Q BERMUDA DUNES RANCHO MIRAGE d INDIAN WELLS d� PALM DESERT y LA QUINTA �INDIO y� O 773-332-023 Address 52935 Avenida Mendoza Jurisdiction La Quinta City La Quinta Zip 92253 Pennit # Tract # Study Area Type Residential Addition No. of Units 1 Lot # No. Street S.F. I Lot # No. Street S.F. Unit 1 52935 Avenida Mendoza 163 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 Irving, 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 Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.00 X 163 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 Exempt - Angel Gerardo Check No. Name on the check Telephone 333-6374 By Dr. Doris Wilson Superintendent Fee collected Signature NOTICE: Pursuanl r other payment idf those amounts are Funding Exempt V � Payment Recd -over/Under that the 90 -day approval period in which you may protest the fees o istallation permit for this project is issued, or from the date on which iem 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 OWNER/BUILDER INFORMATION Dear Property Owner An application for a building permit has been submitted in .your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "Owner/Builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the City or County. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection.' If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200.00 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the State and Federal Government as an employer and you are subject to several obligations include State and Federal income tax withholding, federal social security taxes, worker's compensation insurance, disability insurance costs and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "Owner/Builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N. Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Very truly yours, CITY OF LA QUINTA DEPT. OF BUILDING AND SAFETY 78-495 Calle Tampico La Quinta, CA 92253 (760) 777-7012 FAX: (760) 777-7011 OVMER'S SIG ATURE/DATE PROPERTY ADDRESS PERMIT NUMBER(S) Tit P.O. BOX 1504 BUILDING & SAFETY DEPARTMENT 78-495 CALLE TAMPIco (760) 777-7012' LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 . Finance Department, Please Collect The Followink Fees For The Services Rendered HTE APPLICATION- No. 07-784 PROJECT: ANGEL GERARDO ADDRESS: 52-935 AVE. MENDOZA CUSTOMER: ANGEL GERARDO SERVICES' RENDERED: REVISIONS WHILE UNDER CONSTRUCTION; ROOF RAFTERS AND HEADER SIZE. Fees: PlanReview! ............... ....... ......................................................... $ 35.00. (1 X $35/hr) TOTAL FEES NOW DUE: .................................. $ ,35.00 Date: 4/16/07 Initials:. JLJ :.l TITLE 24 REPORT Title 24 Report for: Angel Gerrardo Addition 052935 Avenida Mendoza La Quinta, CA 92253 Project Designer: Angel Gerrardo 52935 Avenida Mendoza La Quinta, CA 92253 760-333-6374 } CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRLPTION i - Report Prepared By: Gina Rose Eagle Quest Specialties, Inc. 42335 Washington Suite F #330 Palm Desert, CA 92211 (760) 345-4859 Job Number: In Mae � s 200 Date: eye 3/15/2007 ,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 4.2 by EnergySoft Job Number: User Number: 5862 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 7 HVAC System Heating and Cooling Loads Summary 9 Room Load Summary 10 Room Heating Peak Loads 11 Room Cooling Peak Loads 13 EnergyPro 4.2 by EnergySoft Job Number: User Number: 5862 Certificate Of Comaliance : Residential (Part 1 of 4) CF -1 R _An.gel_G_e.riar_do_Add.ition Project Title _529 3.5A�en idaMendoza-La-Qui nta FX-] Single Family ❑ Addition 3/15/2007 Date Project Address Wall 52 ❑ Multi Family Building Permit # tea. Quest_S ecialties.,lac- Doc mentation Authee h r 1,416 (760) 345-4859 Telephone Building Front Orientation: plan Check/Date -En.er VPrt) Compli ce Method 0 15 Climate Zone Fuel Type: Field Check/Date Natural Gas TDV Standard Proposed Compliance Fenestration: IkBtulsf- r Design Design Margin 8.9 Space Heating 8.10 2.65 5.45 Avg. U: 1.21 Space Cooling 132.50 108.82 23.68 Ratio: Fans 20.05 16.02 4.02 1 Domestic Hot Water 14.94 14.94 0.00 Pumps 0.00 0.00 0.00 Totals 175.58 142.43 33.15 better than Standard: 18.9% Building Type: FX-] Single Family ❑ Addition Total Conditioned Floor Area: 1,581 ft2 Wall 52 ❑ Multi Family n Existing + Add/Alt Existing Floor Area: 1,416 ft2 Building Front Orientation: (E) 90 deg Raised Floor Area: 0 ft2 Fuel Type: .Door Leone- 20_ Natural Gas Slab on Grade Area: 1,581 ft2 Fenestration: Wall_ wood_ 7n_ -0.095_ -R--A5_ -3=0_0_ -270_ 9.0 Average Ceiling Height: 8.9 ft Area: 203 ft2 Avg. U: 1.21 Number of Dwelling Units: 1.00 Ratio: 12.8% Avg. SHGC: 0.66 Number of Stories: 1 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area Addition +Existing ? 58.1 1a 148�4� 1_00_ Conditioned- -Setback- 2 -n/a OPAQUE SURFACES Insulation Act. Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Roof_ Wood- x_65_ _0.048_ R-21. -R--0-0- -0- 0_Wall_ Wall 52 -0_0.9.5_ R-15_ X0._0 0__90 Wall Wood_ 94 _0_0.95_ R-1.5--P--0-0----A80- go Wall- Wood- 119 _0_095_ -R_1.5_ X0_0_ _270_ 90 Roo.L- Mad- 1 416 _0_048_ R_21 X0_0_ 0 0. Wall_ M -o -d_ 288_ _0_0.9.5_ R-15_ X0_0_ 0_ 9.0 -Wall-Wood 278 _0.095_ R_15. 13=0.0_ 9.0_ 9.0 .Door Leone- 20_ _0.50.0_ _Clone_ -EL-0-0- 9.0__9.0 Door None_ 17 -0_50.0_ Mone_ _R=0_0_ -90--90 Wall_ Wood_ 272 -0-095---R--t5--AR--O-O---18.0-----90 Wall_ wood_ 7n_ -0.095_ -R--A5_ -3=0_0_ -270_ 9.0 Wall- Wood- ---1.73_ _0.095_ R-15--2-0-0--=0----90 Gains Condition Y / N Status JA IV Reference Location / Comments Neem _02- A Addition Raw 0.9-A4 Addition New _09-A4 Addition New _0.9-A4 Addition Existing _02A6 Existing 0.9-A4 Existing- _0.9-A4 Existing Existing Existing Existing- 28114 Existing 28-A4 Existing Existing Existing- 0.9-A4 Remoyed_ _09-A4 Existing Existing Existing .0.9-A4 Existing Run Initiation Time: 03/15/07 13:06:35 Run Code: 1173992795 EnergyPro 4.2 by Energysoft User Number: 5862 Job Number: Page:3 of 14 -Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R Angel Gerrardo Addition 3/15/2007 Project Title Date FENESTRATION SURFACES True Cond. Location/ # Type Area U-Factorl SHGC2 Azm. Tilt Stat. Glazing Type Comments _L -Window- Rig 2 Window Right (N) _33.3_ _0.8ZO-NE?_ C _0._5.9 -NERC 12.0 1.280 NFRC 0_67 NFRC 0_ 0 _90_ New-Double-MetaLTintedL]:)efauIt Addition 90 Existin _Single Metal Tinted Default Existing 3_ Window Right (N) 20.0 , 1.280 NFRC 0_67 NFRC 0 90 Existing Single Metal Tinted Default Existing 4 Window Ri hg t (NZ 12.5 1.280 NFRC 0_67 NFRC 0 90 Existing Single Metal Tinted Default Existing 5 Window Front (E) 25.0- 1.280 NFRC 0_67 NFRC 90 90 Existing Single Metal Tinted Default Existing 6 Window Left (S_ 40.0 1.280 NFRC 0_67 NFRC 180 90 Existing Single Metal Tinted Default Existing 7 Window Left (S)_ 20Q' 1.28 BEB_C 0.67 NFRC 180 -9-0 Existing Singles dalTintedDefault Existing 8 Window Rear (W) 40.0 1.280 NFRC 0_67 NFRC 270 90 RemovedSingle Metal Tinted Default Existing 9 Winslow ReaL_(W) -9-0 1.28 _NFRC 0.67 -NERC 270 99_ RemovedSjngle Metal Tinted Default Exi i 10 Willd w�BeaL(W) 20,0, 1.28 NFRC -N C �0_ 90- Existing Single Metal Tinted Default Existing 11 Window Rear V(_VJ 20.0 1.280 NFRC 0_67 NFRC 270 90 Existing_Single Metal Tinted Default Existing 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1168. INTERIOR AND EXTERIOR SHADING Inside Condition Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. 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 THERMAL MASS FOR HIGH MASS DESIGN Area Thick.Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments Concrete, eight 165 4.00 28 0.98 0 26-A1 New Addition / Slab on Grade Concrete, Heavyweight 1,416 4.00 28 0.98 0 26-A1 Existing Existing /Slab on Grade PERIMETER LOSSES Insulation R -Val. Location Condition Location/ JA IV Reference Status Comments Slab Perimeter 35 None No Insulation 26-A1 Slab Perimeter 143 None No Insulation 26-A1 New Addition Existing Existing Run Initiation Time: 03/15/07 13.06.35 Run Code: 1173992795 EnergyPro 4.2 by EnergySoft User Number: 5862 Job Number: Page:4 of 14 Certificate Of Compliance : Residential (Part 3 of 4) CF -1 R Angel Gerrardo Addition 3/15/2007 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type Addition + Existing Central Furnace 80% AFUE Split Air Conditioner 12.0 SEER Existing Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? Addition + Existing Ducted Ducted Attic 4.2 Existing No Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Standbyl Tank Insul. Water Heater # in Input Cap. Condition Factor Loss R -Value System Name Type Distribution Syst.(Btu/hr) (gal) Status or RE 1 (%) Ext. Standard Gas 50 gal or Less Small Gas No Pipe Insulation 1 40,000 50 Existing 0.53 n/a n/a Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length_ Add 1/2" Control # HP Twe In Plenum Outside Buried Insulation 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, 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) Documentation Author Name: ntx;-l— cz-9 49-ov- Name: Gina Rose Title/Firm: Angel Gerrardo Title/Firm: Eagle Quest Specialties, Inc. Address: 52935 Avenida Mendoza Address: 42335 Washington Suite F #330 La Quinta. CA 92253 Palm Desert, CA 92211 Telephone: 760-333-6374 Lic. #: (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: Telephone: 345-4859 (signature) date) (signature/stamp) (date) I_ EnergyPro 4.2 by EneMySoft User Number: 5862 Job Number: Paae:5 of 14 1 .Certificate Of Compliance: Residential (Part 4 of 4) CF -1 R Angel Gerrardo Addition 3/15/2007 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 verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the aaequacy or the special justmcanon ano aocumentation suomittea. Plan I Field HIGH MASS Design - Verify Thermal Mass: 165 sqft Exposed Slab Floor, 4.00" thick at Addition HIGH MASS Design - Verify Thermal Mass: 1416 sqft Exposed Slab Floor, 4.00" thick at Existing HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a CEC- ..fir-.�.......�.. �.. ......... .......W installation certificate. Plan I Field 4 Kun Initiation I Ime: u3/15/07 13:06:35 Run Code: 1173992795 EnergyPro 4.2 by EnergySoft User Number: 5862 Job Number: Page:6 of 14 Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all 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 boxes or check NA If not applicable and Included with the permit application documentation. 3 N/A DESIGNER ENFORCE - MENT Building Envelope Measures ❑ ❑ ❑ § 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ ❑X ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: ❑ ❑ ❑ •§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ ❑X ❑ apply to exterior mass walls). ❑ ❑ ❑ •§ 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. ❑ ❑X ❑ § 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. ❑ ❑X ❑ § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑ ❑ permeance rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include ❑ O El Form: § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. ❑ ❑X ❑ 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 Gain ❑ ❑ ❑ Coefficient (SHGC), and infiltration certification. ❑ ❑ ❑ 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ ❑X ❑ 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 or ACCA. ❑ ❑ ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑X ❑ § 1500): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation ❑ ❑X ❑ having an installed thermal resistance of R-12 or greater. 2. Back-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 according 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, non -recirculating systems, and entire ❑ ❑X ❑ length of recirculating sections of hot water pipes shall be insulated to Table 1508. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and ❑ ❑X ❑ indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. ❑ ❑ ❑ 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 includes a vapor retardant or is enclosed ❑ ❑ ❑ entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ EnergyPro 4.2 by EnergySoft User Number: 5862 Job Number: Page:7 of 14 Mandatory Measures Summary: Residential (Page 2 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent 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 shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE - applicable. N/A DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, ❑X❑ ❑ 605, and Standard 6-5; supply -air and retum-air ducts and plenums are insulated to a minumum 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 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ X❑ ❑ 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. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ ® ❑ duct tapes unless such tape is used in combination with mastic and draw bands. 4. Exhaust fan systems have back draft or automatic dampers. ❑ ® ❑ 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ❑ ❑ ❑ dampers. 6. Protection of Insulation. 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. 7. Flexible ducts cannot have porous inner 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 ❑ ❑ ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. ❑ ❑ ❑ b. Cover for outdoor pools or outdoor spas. ❑ ❑ ❑ 3. Pool system 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 light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 (i): Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures § 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ ❑ ❑ 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Wafts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ ❑ ❑ luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ ❑X ❑ in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high 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 shall be high efficacy luminaires. ❑ Q ❑ OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are ❑ ❑X Elcontrolled by an occupant sensor that complies with Section 1' 9(d) that does not turn on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ X ❑ ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ ❑ ❑ same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots 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 are controlled by occupant sensor(s) certified to comply with Section 119(d). EnergyPro 4.2 by EnergySoft User Number: 5862 Job Number: Page:8 of 14 HVAC SYSTEM HEATING AND coot- NG LnAnS Sl1MMARY PROJECT NAME DATE Angel Gerrardo Addition 3/15/2007 SYSTEM NAME FLOOR AREA Addition + Existing 1,581 7 Number of Systems 1 Heating System Output per System 71,000 Total Output (Btuh) 71,000 Output (Btuh/sgft) 44.9 Cooling System Output per System 40,000 Total Output (Btuh) 40,000 Total Output (Tons) 3.3 Total Output (Btuh/sgft) 25.3 Total Output (sgft/Ton) 474.3 Air System CFM per System 1,400 Airflow (cfm) 1,400 Airflow (cfm/sgft) 0.89 Airflow (cfmrron) 420.0 Outside Air (%) 16.4 Outside Air (cfm/sgft) 0.15 Note: values above given at ARI conditions JEATING SYSTEM PSYCHROMETRICS 26.0 of 60.2 of 60.2 of Outside Air 230 cfm Supply Fan 1400 cfm 66.9 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK I COIL HTG. PEAK CFM I Sensiblel Latent CFM I Sensible 1,75 31,675 1,664 872 32,496 0 6,367 4,655 0 0 230 8,495 -134 230 10,005 0 0 6,367 4,655 52,9041 1 530 51 811 Existing 3-1/2 Ton Unit 33,747 1,265 71,000 Total Adjusted System Output 33,747 1,265 71,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am 105.0 of Heating Coil K Return Air Ducts `i Supply Air Ducts 101.9 of ROOMS 70.0 of OOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 111.0 / 72.5 of 82.0 / 63.7 of 82.0 / 63.8 of 55.0 / 53.5 of 0 Supply Air Ducts Outside Air 230 cfm Supply Fan Cooling Coil 59.3 / 55.2 of 1400 cfm 51.3% R.H. ROOMS 76.3/61.90F 72.0/60.4OF Return Air Ducts I - EnergyPro 4.2 by EnergySoft User Number: 5862 Job Number: Paoe:9 of 14 1 ROOM LOAD SUMMARY PROJECT NAME DATE Angel Gerrardo Addition 3/15/2007 SYSTEM NAME FLOOR AREA Addition + Existing - 1,581 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Addition Addition 1 310 5,605 807 310 5,605 807 122, 4,530 Existing Existing 1 1,441 26,070 857 1,441 26,070 857 751 27,965 PAGE TOTAL 1 1,751 31,675 1,66 872 32,496 TOTAL 1 1,751 31,675F 1,664 11 872 32,496 EnergyPro By EnergySoft User Number: User Job Number: Page: 10 of 14 ROOM HEATING PEAK LOADS Project Title Date Angel Gerrardo Addition 13/15/2007 Room Information Desicin Conditions Room Name Addition Time of Peak Jan 12 am Floor Area 165 Outdoor Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 70 OF Conduction Area U -Value AT of Btu/hr Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 3 854 Infiltration: L 1.001X 1.064 x 165 x Height x 0.618 / 60] x ® = 676 Schedule Alr Sensible Area Ceiling Height ACH OT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 4,530 EnergyPro 4.2 by EnergySoft User Number: 5862 Job Number: Page: 11 of 14 165.0 x X X X X X X x X x x x X x X X x X X x X x x x X X X X X x x X X x X x X X X 0.0480 X X X X X X X x x x x x x X X x X X X X X X x x X' X X X x x X x x x X x x x x 44 = = = = = = = = = = = = = 348 51.7 0.0950 44 216 33.3 0.8700 44 1,275 94.0 0.0950 44 393 119.0 0.0950 44 497 perimeter = 35.0 0.7300 44 1,124 Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 3 854 Infiltration: L 1.001X 1.064 x 165 x Height x 0.618 / 60] x ® = 676 Schedule Alr Sensible Area Ceiling Height ACH OT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 4,530 EnergyPro 4.2 by EnergySoft User Number: 5862 Job Number: Page: 11 of 14 ROOM HEATING PEAK LOADS Project Title Date Angel Gerrardo Addition 3/15/2007 Room Information Desicin Conditions Room Name Existing Time of Peak Jan 12 am Floor Area 1,416 Outdoor Dry Bulb Temperature 26°F Indoor Dry Bulb Temperature 70°F Conduction Area U -Value AT of Btu/hr 1,416.0 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 0.0480 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 44 = = = = = = = = = = = = = = = = = = = = 2,991 287.5 0.0950 44 1,202 12.0 1.2800 44 676 20.0 1.2800 44 1,126 12.5 1.2800 44 704 278.4 0.0950 44 1,164 20.0 0.5000 44 440 16.6 0.5000 44 366 1,2800 44 1,408 272.0 0.0950 44 1,137 40.0 1.2800 44= 20.0 1.2800 44 1,126 173.0 0.0950 44 723 20.0 1.2800 44= 1,126 20.0 1.2800 44 1126, perimeter = 143.0 0.7300 44 4,593 items snown wim an astensit (-) aenote conauction tnrougn an interior surface to another room. Page Total: 22 162 Infiltration: r 1.001 X 1.064 X 1 416 X 9.00 X 0.584 / 60] X ® = 5 804 `schedule Air Sensible Area Ceiling Height ACH OT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 27,965 EnergyPro 4.2 by EnergySoft User Number: 5862 Job Number: Page: 12 of 14 RESIDENTIAL ROOM COOLING LOAD SUMMARY Z ect Title Date el Gerrardo Addition 3/15/2007 Room Information Desicin Conditions Room Name: Addition Outdoor Dry Bulb Temperature: 1120F Floor Area: 165 sf Outdoor Web Bulb Temperature: 730F Indoor Dry Bulb Temperature: 72OFOutdoor Daily Range: 340F Opaque Surfaces Orientation Area U -Factor CLTD 1 Btu/hr 15 Wall U 165.0 X X X X x x x x X X XX X 0.0480 X X X X x x X X X X x 56.0 = = = = = N 51.7 0.0950 23.0 (S 94.0 0.0950 26.0 119.0 0.0950 33.0 Latent Gain Btu/hr Occu ants ® x Occupants X 200 Btuh/occ. = 800 Infiltration: 4 771 x 1.24 x 11.64 x 0.00010 = 1 Air Latent CFM ELA pW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 807 EnergyPro 4.2 by EnergySoft User Number: 5862 Job Number: Page:13 of 14 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration New Window rage I otal 444 113 232 373 1 162 Shaded Unshaded Orientation Area GLF Area GLF Btu/hr N 0.0 x 39.3 + 33.3 x 39.3 = 1,308 X + X X + X x + X x + x X + X X + X X + x X + x X + x X + X = Page Total 1 1,3081 Internal Gain Btu/hr Occupants 4 X Occupants x 230 Btuh/oDc. = 92 x Dwelling Units x 1,600J Watts/sqft = 1,6001 Infiltration: 1.064 X 1.24 X 11.64 X = 615 Air Sensible CFM ELA DT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 5605 Latent Gain Btu/hr Occu ants ® x Occupants X 200 Btuh/occ. = 800 Infiltration: 4 771 x 1.24 x 11.64 x 0.00010 = 1 Air Latent CFM ELA pW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 807 EnergyPro 4.2 by EnergySoft User Number: 5862 Job Number: Page:13 of 14 E ui ment 1 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Title Date Angel Gerrardo Addition 3/15/2007 Room Information Desi - n Conditions Room Name: Existing Outdoor Dry Bulb Temperature: 1120F Floor Area: 1,416 sf Outdoor Web Bulb Temperature: 730F Indoor Dry Bulb Temperature: 72OFOutdoor Daily Range: 340F ue burraces 1 R-15 Wall R-15 Wall Orientation Area X X X X X X X x X x X X U -Factor X X X X X X X x x X x X CLTD 1 U 1,416.0 0.0480 56.0 (N 287.5 0.0950 23.0 (E, 278.4 0.0950 33.0 (E) 20.0 0.5000 33.0 E 16.6 0.5000 33.0 S 272.01 0.0950 26.0 (W) 173.0 0.0950 33.0 2,256 S 0.0 50.5 40.0 50.6 2.025 S 0.0x 50.5+ 20.0X 50.6= 1,012 W 0.0 50.5 20.0 90.2 1,805 (W) Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration 11 8 Nage Total Btu/hr 3,806 628 873 330 275 672 542 7 126 Orientation Shaded Area x x X X X x x X::::] X GLF + + + + + + + + + Unshaded Area X X X X X X x X x Page GLF = = = = = = - = = Btulhr N 0.0 50.5 12.0 50.5 606 U 0.0 50.5 20.0 50.5 1,009 N 0.0x 50.5+ 12.5x 50.5= 631 E 0.0 50.5 25.0 90.2 2,256 S 0.0 50.5 40.0 50.6 2.025 S 0.0x 50.5+ 20.0X 50.6= 1,012 W 0.0 50.5 20.0 90.2 1,805 (W) 0.0 50.5 20.0 90.2 1,805 Total 11,1481 Internal Gain Btu/hr Occupants F�i x Occupants X 230 Btuh/occ. = 920 P P E uipment X Dwelling Units X 1,600] Watts/Sgft = 1,6001 Infiltration: 1.064 x 1.24 X 99.91 x �4 = 5.276 Air Sensible CFM ELA OT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 26,070 Latent Gain Btu/hr Occupants04 x Occupants x I Btuh/occ. = 800 Infiltration: 4 771 X 1.24 x 99.91 x 0.00010 = 57 Air Latent CFM ELA pw TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 857 EnergyPro 4.2 by EnergySoft User Number: 5862 Job Number: Page: 14 of 14 SM. PER PLAN SM. SPLICE WHERE OCCURS. O O CC/ECC PER PLANS POST PER PLANS FRAMING DETAIL HEADER OR REVERSE FRAMING ST6224 STRAP - o ° PC/EPC @ SIM. DT'LS. 'OST 1- STRAP PER PLAN 2- POST, PER PLAN 3• PER MFR's SPECS 4• FOOTING PER TYPICAL DETAIL PLANS • Fox 2000 psi (U.N.O.) • NOTE: INSTALL STRAO OVER SHEAR PANEL STHD10/STH010RJ CORNER INSTALLATION POST PER PLANS A •. .• d .• KING POST HDR 6x12 PER.PLANS 4 . • d p 4 .a n d 4 p a 4 d d 4 ° 4,5 a 111111, 0 o a d d z 0 0 �+ 4 CCO PER. SCHED. CC66 C a dQ UPSIDE DOW ROTATE STRAPS 90 a 0 RESAR SIMPSON POST NAILS HOLDOWNS IT" &JAWIWIIIIIIIIII I-QUIM111 1-1m STHD10 04 (19}16 d$COMMON STHD14 4x6 (19)46 de COMMON U 1/2" GYP. BD 112" GYP. BD IF SLABTTG.13 MONOLITHIC IF SLAB/FTG, IS MONOLITHIC 1/2" GYP. 8D fF SLAB/FTG. I$ MONOLITHIC POUR THEN ONE #5 MAY BE USED POUR THEN ONE #5 MAY BE USED POUR THEN ONE #5 MAY BE USED 318" OSB PLYWOOD (WHERE OCCURS) EXISTING 318" OSB PLYWOOD (WHERE OCCURS) 2X TREATED SILL PLATE BRACED WALL PANEL SHEATING WHERE OCCURS EXISTING 2K @ 16" O.C. ZX TREATED SILL PLATE 518"x10" ANCHOR BOLT @ 48" O.C. EMBED 7" EXISTING 2X TREATED SILL PLATE & 12" FROM EACH END MIN. 2 AB. PER 5111"X10" ANCHOR BOLT @ 48" O.C. EMBED 7" 1" STUCCO WEEP SCREED . EXISTING 5/8-X10" ANCHOR BOLT @ 48" O.C. EMBED 7" & 12" FROM EACH END MIN. 2 A.B. PER PLATE WASHERS 2=3116 THCK AT EACH A.B. 1" STUCCO WEEP SCREED PLATE WASHERS 2=3/16 THCK AT EACH A.B. NON-BEARING & 12" FROM EACH END MIN. 2 A.B. PER PARTITION #d DOWELS PLATE WASHERS 2X2016 THCK AT EACH A.B. INTERIOR WALL SHALL HAVE 4" THK CONCRETE SLAB @ 36" O.C. RAMSET/REDHEAD 15MD @ 24" O.C. 2x4 P.T.D.F, SILL NEW 4" THK CONCRETE SLAB EXISTING 4" THK CONCRETE SLAB 4" THK CONCRETE SLAB U.N.O. (I.C.RO. #1147) OR EQUAL PLATE p a aE4 EEE 4 p' . .d 4m Q .• Y a a d ® N4 a d' d _ _ _ p 4 . 4 4 d a ° a 4 ° 4 a d :.... a. d _ 6 MILL VISQUEEN UNDER d ° -III -" MfN T�Hk e�DNC A a ° 2" CLEAN SAND (TVP.) a d 6 MILL VISQUEEN UNDER 4 a 6 MILL VISQUEEN UNDER • .- a ° 2" CLEAN SAND (rYP.) SLAB Fay 9 d � a . d a 6" 2" CLEAN SAND (TVP.) � $ d QD O 6 x 6.10/10 W.W.F. @ CL SLAB d 4 8x6-10/18W.W,R@CL SLAB = O 8x6.10110W.W,F.@CLSLAS 2 #4 BAR CONT (LAP. 24"MIN.) TTTIT #4 BAR CONT. Sqn" O.C. M 2 #4 BAR CONT. {LAP. 24"MIN.) (TYPICAL) #4 BAR CONT #4 BAR CONT. {LAP. 24"MIN.) p - NOTE: INSTALL SMO OVER SHEAR PANEL 6 j STHDXX FOOTING 5 NON-BEARING PARTITION SIMPSON ST22 @ 48" O.C. E.N. (TYPICAL) - (TYPICAL) 15" @ SIM. DTI. 12" 70 15" 1111. DTI. 4 PERIMETER BEARING FOOTING 3 EXISTING TO NEW FOOTING DETAIL 2 PERIMETER BEARING FOOTING 2x RAFTERS @24 "ox. NOTCH TOP CHORD FOR BM & SHR TRANSF. @ 2x CEILING JOIST (WHERE OCCURS) FASCIA (U.N.. EN. OUTLOOKERS TYPICAL ROOF SHEATHING ALT DrL TYPICAL ROOF SHEATHING E.N. SEE PLANS FOR OVERHANG SEE PLANS FOR OVERHANG & FASCIA & FASCIA _ E.N. E.N. 2=1� � � 2.16d 2X SOLID BLOCKING 2X SOLID BLOCKING 1X2 SCREED E.N. 2.164 @ SIM, ..- - PLYWD. DIAPH. -- @ SIDE FO NON - FRAMING DETAIL 11 FRAMING DETAIL rrwmirvG uEiru1- L cAvw ii 1 tKAM11VV Ut1AIL QW, laA1SLC � I HEADERS/BEAM BUILT-UP ROOF Notes Wall Tvnes SIZE OF NAILS WIRE GAUGE PENETRATION REQUIRED IT" &JAWIWIIIIIIIIII I-QUIM111 1-1m STRUCT. TRUSS A 35 @ 32" O.C. 10 114 1.57 LIVE LOAD OF 20 PSF AND DEAD LOAD OF 20 PSF I NOTE @ SIM. DrL 112" GYP. BD USE DOUGLAS FIR -LARCH GRADE NO.1 6 HEADER SIZE \ I SPAN DISTANCE IF SLAB/FTG. IS MONOLITHIC A- 4 2.70 POUR THEN ONE #5 MAYBE USED 3 3r OSB PLYWOOD (WHERE OCCURS) DBL. TOP PLATE _ ( DBL. TOP PLATE 3.16 4'-0" 11. ALL HARDWARE PERTAINING TO FOUNDATION MUST BE IN PLACE. � RIDGE BEAM PER PLAN 12 PROVIDE TREATED SILL PLATE OR VAPOR BARRIER UNDER ALL COLUMNS PER BLDG DEPT X I X WOOD TRUSSES SEE 1 \\ ( I \\ X \\ DBL. TOP PLATE 2 X 8 4 X 6 16.0 g•-0" d a (/ FRAMING PLAN FOR TYPE I BY THE BUILDING DEPARMENT. I Construction is NOT PERMITTED 8'-0" 2x RAFTERS wi U HANGER 8 x 6.10/10 W.W.F. @ CL SLAB 2X4 24" 0, . @ &SPACING (DASHEDSI 24,0 E.N. 16, ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE TREATED WITH AN APPROVED PRESERVATIVE A RE -INSPECTION FEEOF CITY OF IA Q U 1 TA 5/8 -Mir ANCHOR BOLT @ 48- O.C. (24" O.C.) ( SHOWN COMMON) I 10'-0" 2 X 8 2X STUDS @ O.C. (U.N.O.) 16.0 @ BRACEDPANELS 4 X 1 O . CONCRETE SHALL BE KEPT WET DURING CURING PROCESS TO REDUCE CRACKING DURING CURING PROCESS. 2-16d @ EA, JSL 2.16 d @ EA. JSL ( 6 X 8 2 X 8 12'-0" 24.0 i A 35 @ EA. BLOCK i A 35 @ EA. BLOCK 6 X10 BRACED WALL PANEL SHEATHING 14'-0" LEI I I I $a I I 11411 (TYPICAL) (ALL SHEAR BLK, WI (ALT. WALL BRACED BLK. W/ ( WHERE OCCURS (TVP,.) 19. WHERE 3x SILL PLATE IS USED CONTRACTOR BOLTS RAFTERS SPANS SM @ SIM DrL L--" 5.16 d @ EA. BLOCK) BM @ SIM DrL L-1 5.16 d @ EA. BLOCK) BASIC 16.0 20'-0" AT TOP APPROX 4" FROM SURFACE OF CONCRETE). ( 718" EXT. CEMENT PLASTER ON METAL LATH & 2 LAYERS OF FELTMETAL BRACED WALL PANEL SHEATHING 7/8" EXT: CEMENT PLASTER ON LATH & 2 LAYERS OF FELT BRACED WALL PANEL 1'-0" 2 X 10 24.0 UNDERLAYMENT OVER SITUTHENE MOISTURE WHERE OCCURS (TYP,.) UNDERLAYMENT OVER BITUTHENE MOISTURE WHERE OCCURS (TYI INSPECTION. NO EXCEPTIONSt - - President's Day Memorial 15"@ SIM. DTL. BARRIER BASIC 1" =1' . 0" BARRIER BASIC 4" =1' " 0" 25 =2" 1" =1' • 0" DAT Day 2 X 12 24.0 20'-6" FRAMING DETAIL 11 FRAMING DETAIL rrwmirvG uEiru1- L cAvw ii 1 tKAM11VV Ut1AIL QW, laA1SLC � I HEADERS/BEAM BUILT-UP ROOF Notes Wall Tvnes NAILS (INCHES) SIZE OF NAILS WIRE GAUGE PENETRATION REQUIRED IT" &JAWIWIIIIIIIIII I-QUIM111 1-1m 1.36 8d 10 114 1.57 LIVE LOAD OF 20 PSF AND DEAD LOAD OF 20 PSF 12d NOTE 1.78 112" GYP. BD USE DOUGLAS FIR -LARCH GRADE NO.1 6 HEADER SIZE 30d SPAN DISTANCE IF SLAB/FTG. IS MONOLITHIC 40d 4 2.70 POUR THEN ONE #5 MAYBE USED 3 3r OSB PLYWOOD (WHERE OCCURS) 80d 4X 4 3.16 4'-0" 11. ALL HARDWARE PERTAINING TO FOUNDATION MUST BE IN PLACE. � 2x STUDS @ 16" O. C. 12 PROVIDE TREATED SILL PLATE OR VAPOR BARRIER UNDER ALL COLUMNS PER BLDG DEPT NOTICE: NO INSPECTIONS, OTHER THAN FOUNDATION WILL BE MADE UNTIL TRUSS PLANS ARE SUBMITTED AND APPROVED .rte 2 X 8 4 X 6 16.0 g•-0" d a BY THE BUILDING DEPARMENT. 4x8 Construction is NOT PERMITTED 8'-0" d 8 x 6.10/10 W.W.F. @ CL SLAB 2 X s 2X TREATED SILL PLATE 24,0 10'-0" 16, ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE TREATED WITH AN APPROVED PRESERVATIVE A RE -INSPECTION FEEOF CITY OF IA Q U 1 TA 5/8 -Mir ANCHOR BOLT @ 48- O.C. (24" O.C.) 4 X 8 10'-0" 2 X 8 16.0 @ BRACEDPANELS 4 X 1 O . CONCRETE SHALL BE KEPT WET DURING CURING PROCESS TO REDUCE CRACKING DURING CURING PROCESS. 12'-0" BUILDING & SAFETY DEPT. 6 X 8 2 X 8 12'-0" 24.0 13'-3" 4" THK CONCRETE SLAB 6 X10 APPRO ED 14'-0" LEI I I I $a I I 11411 (TYPICAL) 19. WHERE 3x SILL PLATE IS USED CONTRACTOR BOLTS RAFTERS SPANS 2 X 10 16.0 20'-0" AT TOP APPROX 4" FROM SURFACE OF CONCRETE). ( a. d FOR C NSTR CTION Dr. Martin Luther King Jr. Day 1'-0" NAILS (INCHES) SIZE OF NAILS WIRE GAUGE PENETRATION REQUIRED 6d 111/2 1.36 8d 10 114 1.57 1Od 9 1.78 12d 9 1.78 16d 8 1.94 20d 6 2.30 30d 5 2.48 40d 4 2.70 50d 3 2.93 80d 2 3.16 No. Date Revision /1 03/23/2007 1st. Plan check /2 \ 04/09/2007 Owner Revisions TYPICAL ROOF DIAPH. V 2x10 RAFTER @ 24" O.0 @ SIM BRACED WALL PANEL SHEATHING AROUND EACH BAY A35 PER PLANS FLAT BU(G @ SIM. DTL NO WALL FRM'G @ Sim. DrL BASIC FRAMING DETAIL113 EXCEPTS FROM 1997 UBC TABLE 234V -J-3 WITH L1240 DEFLECTION LIMITS USING MODULES OF ELASTICITY OF 1,000,000 PSI WITH 1.3 FACTOR (ASSUMES ONLY ADDITIONAL WEIGHT IS DRYWALL FINISHED CEILING) JOIST SIZE SPACING IN INCHES SPAN DISTANCE 22(4 16.0 10'-0" 2X4 24.0 9'2" 2 X 6 16.0 16'-0" 2 X 6 24.0 14'-5" 2 X 8 16.0 21' -9- 2X8 1' -9"2X8 24.0 TYPICAL ROOF SHEATHING 2'MIN, SHEET WIDTH f�BOUNDARY PROVIDE EDGE BLK. AT NARROW STRIP EVEN IF DIAPHRAGM DOES /rk 11 NOT REQUIRE EDGE BLOCKING. )ISTS OR TRUSSES. FOOD SHEETS BEARING (FIELD) N. AP USE: 112"CDX PLYWOOD SHTG. (C09 AT OVERHANG) PANEL INDEX ■ 2410 NOTES: 1: RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS (PERPENDICULAR TO) JOIST. 2•. STAGGER PLYWOOD END JOINTS 2'-0" MIN. AS SHOWN. 3 . NAILING SHALL BE AS FOLLOWS WITH Sd NAILS UNLESS NOTED OTHERWISE: BOUNDARY.- III AT ROOF PERIMETER, PLATE LINES, CHORD STRUTS AND AS CALLED FOR ON PLANS. EDGE.- S" OIC AT ALL BEARING ENDS AND SUPPORTED EDGES OF OF EACH PLYWOOD SHEET. FIELD. - 12" OIC A7 ALL INTERMEDIATE BEARINGS. 'L- ALL NAILS SHALL HAVE A MINIMUM OF 318" EDGE DISTANCE. ALL JOISTS ANS RAFTERS SHALL BE LAID OUT IN A 4'1 MODULE TO COINCIDE WITH PLYWOOD PATTERN. TYPICAL ROOF DIAPHRAGM: 112" COX, STRUCT. 0 PLYWOOD OR 112" 2 -M -W PARTICLE BOARD LAID W/LONG DIM. OF FULL SIZE PANELS PERPENDICULAR TO THE SPAN OF THE ROOF FRAMING, END JOINTS STAGGERED, AS FOLLOWS, DIAPHRAGM BOUNDARIES & PANEL EDGES: 8d @ 6" O.0 PANEL FIELDS: Sd Q 12" O.0 TYPICAL CHORD SPLICE: 8 PAIR OF 18d NAILS @ EA. 4'-0" LONG LAP SPLICE IN THE DOUBLE TOP PLATES. METALSTRAP CS 9642 ;. METALSTRAP II �I i LU V WI 1. ALL STEM WALLS TO BE 6" WIDE (U.O.N) & SHALL HAVE THE SAME FINISH FLOOR ELEVATION AS MAIN FLOOR. 2'-8" BRACED PANEL - = INDICATES BRACED PANEL WITH 318"STR PLYWOOD SHEATING, FLOOR TO TOP PLATE. NAILED 2. PROVIDE TERMITE TREATMENT OF SOILS PRIOR TO POURING CONCRETE. _ / ' ` \ a 3. COMPRESIVE STRENGTH 2,500 PSI. MIN. AT 28 DAYS READY MIX CONCRETE: ASTM C94 (U.N.O.). _ a 4 HPAHD22 OR HD5A HOLD DOWNS; ONE AT EACH END OF PANEL 4. ALL COLUMN BASES, COLUMN BOLTING, HOLDOWN STRAPS AND HOLDOWN BOLTS, CRITICAL TO THE STRUCTURAL INTEGRITY LIVE LOAD OF 20 PSF AND DEAD LOAD OF THE BUILDING, SHALL BE HELD IN PLACE BY MEANS OF TEMPLATES PRIOR TO FOUNDATION INSPECTION. 5. PROVIDE MINIMUM 26 GAUGE GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE, UBC 4706(e). WEEP SCREED SHALL 4'-0" BRACED PANEL B INDICATES BRACED PANEL WITH 318" STR PLYWOOD SHEATING ON ONE SIDE FACE OF PLYWD BE A MINIMUM OF 4"ABOVE ADJACENT GRADE AND 2"ABOVE ADJACENT FLATWORK. ! " \ z 6. ALL HOSE BIBS SHALL BE PROVIDED WITH AN APPROVE NON -REMOVABLE BACK FLOW PREVENTION DEVICE PER UPC SECTION 1003. 0 V 7. ALL SILL BOLTING SHALL BE 518" 0" A.B. (48" O.C.) (MAX) (U.N.O.) W/7" EMBED NO.2 OR BETTER X 10" ANCHOR BOLTS WITH 2"4"4/16" SQ. WASHERS PLACED AT 114 POINTS OF PANEL, 8. ALL ANCHOR SLITS SHALL HAVE 2" X 2" X 3/16" PL WASHER INSTALLED BETWEEN WOOD & AS. NUT. MIN EMBED TO BE 7". TYPICAL ROOF DIAPH. V 2x10 RAFTER @ 24" O.0 @ SIM BRACED WALL PANEL SHEATHING AROUND EACH BAY A35 PER PLANS FLAT BU(G @ SIM. DTL NO WALL FRM'G @ Sim. DrL BASIC FRAMING DETAIL113 EXCEPTS FROM 1997 UBC TABLE 234V -J-3 WITH L1240 DEFLECTION LIMITS USING MODULES OF ELASTICITY OF 1,000,000 PSI WITH 1.3 FACTOR (ASSUMES ONLY ADDITIONAL WEIGHT IS DRYWALL FINISHED CEILING) JOIST SIZE SPACING IN INCHES SPAN DISTANCE 22(4 16.0 10'-0" 2X4 24.0 9'2" 2 X 6 16.0 16'-0" 2 X 6 24.0 14'-5" 2 X 8 16.0 21' -9- 2X8 1' -9"2X8 24.0 TYPICAL ROOF SHEATHING 2'MIN, SHEET WIDTH f�BOUNDARY PROVIDE EDGE BLK. AT NARROW STRIP EVEN IF DIAPHRAGM DOES /rk 11 NOT REQUIRE EDGE BLOCKING. )ISTS OR TRUSSES. FOOD SHEETS BEARING (FIELD) N. AP USE: 112"CDX PLYWOOD SHTG. (C09 AT OVERHANG) PANEL INDEX ■ 2410 NOTES: 1: RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS (PERPENDICULAR TO) JOIST. 2•. STAGGER PLYWOOD END JOINTS 2'-0" MIN. AS SHOWN. 3 . NAILING SHALL BE AS FOLLOWS WITH Sd NAILS UNLESS NOTED OTHERWISE: BOUNDARY.- III AT ROOF PERIMETER, PLATE LINES, CHORD STRUTS AND AS CALLED FOR ON PLANS. EDGE.- S" OIC AT ALL BEARING ENDS AND SUPPORTED EDGES OF OF EACH PLYWOOD SHEET. FIELD. - 12" OIC A7 ALL INTERMEDIATE BEARINGS. 'L- ALL NAILS SHALL HAVE A MINIMUM OF 318" EDGE DISTANCE. ALL JOISTS ANS RAFTERS SHALL BE LAID OUT IN A 4'1 MODULE TO COINCIDE WITH PLYWOOD PATTERN. TYPICAL ROOF DIAPHRAGM: 112" COX, STRUCT. 0 PLYWOOD OR 112" 2 -M -W PARTICLE BOARD LAID W/LONG DIM. OF FULL SIZE PANELS PERPENDICULAR TO THE SPAN OF THE ROOF FRAMING, END JOINTS STAGGERED, AS FOLLOWS, DIAPHRAGM BOUNDARIES & PANEL EDGES: 8d @ 6" O.0 PANEL FIELDS: Sd Q 12" O.0 TYPICAL CHORD SPLICE: 8 PAIR OF 18d NAILS @ EA. 4'-0" LONG LAP SPLICE IN THE DOUBLE TOP PLATES. METALSTRAP CS 9642 ;. METALSTRAP II �I i LU V WI 1. ALL STEM WALLS TO BE 6" WIDE (U.O.N) & SHALL HAVE THE SAME FINISH FLOOR ELEVATION AS MAIN FLOOR. 2'-8" BRACED PANEL - = INDICATES BRACED PANEL WITH 318"STR PLYWOOD SHEATING, FLOOR TO TOP PLATE. NAILED 2. PROVIDE TERMITE TREATMENT OF SOILS PRIOR TO POURING CONCRETE. _ / ' ` \ WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. EDGES,12" O.C. FIELD. PROVIDE TWO (Z) 3. COMPRESIVE STRENGTH 2,500 PSI. MIN. AT 28 DAYS READY MIX CONCRETE: ASTM C94 (U.N.O.). _ a 4 HPAHD22 OR HD5A HOLD DOWNS; ONE AT EACH END OF PANEL 4. ALL COLUMN BASES, COLUMN BOLTING, HOLDOWN STRAPS AND HOLDOWN BOLTS, CRITICAL TO THE STRUCTURAL INTEGRITY LIVE LOAD OF 20 PSF AND DEAD LOAD OF THE BUILDING, SHALL BE HELD IN PLACE BY MEANS OF TEMPLATES PRIOR TO FOUNDATION INSPECTION. 5. PROVIDE MINIMUM 26 GAUGE GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE, UBC 4706(e). WEEP SCREED SHALL 4'-0" BRACED PANEL B INDICATES BRACED PANEL WITH 318" STR PLYWOOD SHEATING ON ONE SIDE FACE OF PLYWD BE A MINIMUM OF 4"ABOVE ADJACENT GRADE AND 2"ABOVE ADJACENT FLATWORK. ! " \ WITH STUDS FLOOR TO TOP PLATE AT 16" O.C.; NAIL WITH 8d COMMON OR GALVANIZED BOX 6. ALL HOSE BIBS SHALL BE PROVIDED WITH AN APPROVE NON -REMOVABLE BACK FLOW PREVENTION DEVICE PER UPC SECTION 1003. 0 NAILS AT 6" O.C. EDGES, 12" O.C. FIELD AND INTERMEDIATE. PROVIDE MIN. (2) 5/8" ROUND 7. ALL SILL BOLTING SHALL BE 518" 0" A.B. (48" O.C.) (MAX) (U.N.O.) W/7" EMBED NO.2 OR BETTER X 10" ANCHOR BOLTS WITH 2"4"4/16" SQ. WASHERS PLACED AT 114 POINTS OF PANEL, 8. ALL ANCHOR SLITS SHALL HAVE 2" X 2" X 3/16" PL WASHER INSTALLED BETWEEN WOOD & AS. NUT. MIN EMBED TO BE 7". MIN EMBED TO BE 7". 9. ANCH. BOLT/ FASTENER MIN. PER SILL PL. MEMBER. J �\- 10. DEFORMED REINF, SHALL BE ASTM A615, A616, A617. V -V BRACED PANEL INDICATES BRACED PANEL WITH 318" STR PLYWOOD SHEATING ON ONE SIDE FACE OF PLYWD W in 11. ALL HARDWARE PERTAINING TO FOUNDATION MUST BE IN PLACE. � -WITH STUDS FLOOR TO TOP PLATE AT 16" O.C., NAIL WITH 8d COMMON OR GALVANIZED BOX 12 PROVIDE TREATED SILL PLATE OR VAPOR BARRIER UNDER ALL COLUMNS PER BLDG DEPT NOTICE: NO INSPECTIONS, OTHER THAN FOUNDATION WILL BE MADE UNTIL TRUSS PLANS ARE SUBMITTED AND APPROVED TYPICAL ROOF DIAPH. V 2x10 RAFTER @ 24" O.0 @ SIM BRACED WALL PANEL SHEATHING AROUND EACH BAY A35 PER PLANS FLAT BU(G @ SIM. DTL NO WALL FRM'G @ Sim. DrL BASIC FRAMING DETAIL113 EXCEPTS FROM 1997 UBC TABLE 234V -J-3 WITH L1240 DEFLECTION LIMITS USING MODULES OF ELASTICITY OF 1,000,000 PSI WITH 1.3 FACTOR (ASSUMES ONLY ADDITIONAL WEIGHT IS DRYWALL FINISHED CEILING) JOIST SIZE SPACING IN INCHES SPAN DISTANCE 22(4 16.0 10'-0" 2X4 24.0 9'2" 2 X 6 16.0 16'-0" 2 X 6 24.0 14'-5" 2 X 8 16.0 21' -9- 2X8 1' -9"2X8 24.0 TYPICAL ROOF SHEATHING 2'MIN, SHEET WIDTH f�BOUNDARY PROVIDE EDGE BLK. AT NARROW STRIP EVEN IF DIAPHRAGM DOES /rk 11 NOT REQUIRE EDGE BLOCKING. )ISTS OR TRUSSES. FOOD SHEETS BEARING (FIELD) N. AP USE: 112"CDX PLYWOOD SHTG. (C09 AT OVERHANG) PANEL INDEX ■ 2410 NOTES: 1: RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS (PERPENDICULAR TO) JOIST. 2•. STAGGER PLYWOOD END JOINTS 2'-0" MIN. AS SHOWN. 3 . NAILING SHALL BE AS FOLLOWS WITH Sd NAILS UNLESS NOTED OTHERWISE: BOUNDARY.- III AT ROOF PERIMETER, PLATE LINES, CHORD STRUTS AND AS CALLED FOR ON PLANS. EDGE.- S" OIC AT ALL BEARING ENDS AND SUPPORTED EDGES OF OF EACH PLYWOOD SHEET. FIELD. - 12" OIC A7 ALL INTERMEDIATE BEARINGS. 'L- ALL NAILS SHALL HAVE A MINIMUM OF 318" EDGE DISTANCE. ALL JOISTS ANS RAFTERS SHALL BE LAID OUT IN A 4'1 MODULE TO COINCIDE WITH PLYWOOD PATTERN. TYPICAL ROOF DIAPHRAGM: 112" COX, STRUCT. 0 PLYWOOD OR 112" 2 -M -W PARTICLE BOARD LAID W/LONG DIM. OF FULL SIZE PANELS PERPENDICULAR TO THE SPAN OF THE ROOF FRAMING, END JOINTS STAGGERED, AS FOLLOWS, DIAPHRAGM BOUNDARIES & PANEL EDGES: 8d @ 6" O.0 PANEL FIELDS: Sd Q 12" O.0 TYPICAL CHORD SPLICE: 8 PAIR OF 18d NAILS @ EA. 4'-0" LONG LAP SPLICE IN THE DOUBLE TOP PLATES. METALSTRAP CS 9642 ;. METALSTRAP II �I i LU V WI USING MODULES OF ELASTICITY OF 1,600,000 PS) WITH DESIGN VALUE 1500 ALL NAILS SHALL BE "COMMON WIRE NAILS" CONFORMING TO THE 13. HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. SECTION NAILS AT 6" O.C. EDGE8,12" O.C. FIELD AND INTERMEDIATE. PROVIDE MIN. (2) 518" ROUND _• _ a 4 _ o: LIVE LOAD OF 20 PSF AND DEAD LOAD OF 20 PSF FOLLOWING MINIMUM DIMENSIONS 14. THE SOIL CLASSIFICATION WHETHER OR NOT THE SOIL IS EXPANSIVE END NOTE THE ALLOWABLE BEARING VALUE ON PLANS PER X 10" ANCHOR BOLTS WITH 2'Sd"x3h6" SQ. WASHERS PLACED AT 114 POINTS OF PANEL, s'P d 6 MILL VISQUEEN UNDER 0 USE DOUGLAS FIR -LARCH GRADE NO.2 OR BETTER �z0 TABLE 18-I A & B SECTION 106.3.3 MIN EMBED TO BE 7". C J �\- 2' CLEAN SAND (TI RAFTER SIZE RAFTER SPACING IN INCHES SPAN DISTANCE NOTICE: NO INSPECTIONS, OTHER THAN FOUNDATION WILL BE MADE UNTIL TRUSS PLANS ARE SUBMITTED AND APPROVED .rte 2 X 8 16.0 12-4 '" d a BY THE BUILDING DEPARMENT. Construction is NOT PERMITTED d 8 x 6.10/10 W.W.F. @ CL SLAB 2 X s 24,0 10'-0" 16, ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE TREATED WITH AN APPROVED PRESERVATIVE A RE -INSPECTION FEEOF CITY OF IA Q U 1 TA On the following Code Holidays: a � z 2 X 8 16.0 16'-3" . CONCRETE SHALL BE KEPT WET DURING CURING PROCESS TO REDUCE CRACKING DURING CURING PROCESS. WILL BE CHARGED IF THE APPROVED BUILDING & SAFETY DEPT. 2 #4 BAR CONT (LAP 24- MIN 2 X 8 24.0 13'-3" 18. CONTRACTOR SHALL MAKE SURE WELDED WIRE MESH IS PULLED UP INTO CENTER OF SLAB DURING CONCRETE POUR. TO VERIFY ARE PLACED HIGH ENOUGH FOR WASHER AND NUT +114" THREAD PLANS AND LOB CARD ARE NOT 01 APPRO ED New Year's Day LEI I I I $a I I 11411 (TYPICAL) 19. WHERE 3x SILL PLATE IS USED CONTRACTOR BOLTS SITE FOR A SCHEDULER 2 X 10 16.0 20'-0" AT TOP APPROX 4" FROM SURFACE OF CONCRETE). ( THE FOR C NSTR CTION Dr. Martin Luther King Jr. Day 1'-0" 2 X 10 24.0 16'-11" INSPECTION. NO EXCEPTIONSt C) -7 B President's Day Memorial 15"@ SIM. DTL. 2 X 12 16.0 25 =2" DAT Day 2 X 12 24.0 20'-6" NOTE: "THIS PROJECT IS PROPOSED TO MEET THE REQUIREMENTS OF CBC 2320 FOR _ Independence Day Labor Day INTERIOR BEARING FOOTING 12 CEILING JOIST SPANS FOR INTERIOR BUILD -OUT CONVENTIONAL LIGHT FRAME CONSTRUCTION 11 ONSTRTTCTIOl�t HOURS Veteran's Day TYPICAL ROOF DIAPH. V 2x10 RAFTER @ 24" O.0 @ SIM BRACED WALL PANEL SHEATHING AROUND EACH BAY A35 PER PLANS FLAT BU(G @ SIM. DTL NO WALL FRM'G @ Sim. DrL BASIC FRAMING DETAIL113 EXCEPTS FROM 1997 UBC TABLE 234V -J-3 WITH L1240 DEFLECTION LIMITS USING MODULES OF ELASTICITY OF 1,000,000 PSI WITH 1.3 FACTOR (ASSUMES ONLY ADDITIONAL WEIGHT IS DRYWALL FINISHED CEILING) JOIST SIZE SPACING IN INCHES SPAN DISTANCE 22(4 16.0 10'-0" 2X4 24.0 9'2" 2 X 6 16.0 16'-0" 2 X 6 24.0 14'-5" 2 X 8 16.0 21' -9- 2X8 1' -9"2X8 24.0 TYPICAL ROOF SHEATHING 2'MIN, SHEET WIDTH f�BOUNDARY PROVIDE EDGE BLK. AT NARROW STRIP EVEN IF DIAPHRAGM DOES /rk 11 NOT REQUIRE EDGE BLOCKING. )ISTS OR TRUSSES. FOOD SHEETS BEARING (FIELD) N. AP USE: 112"CDX PLYWOOD SHTG. (C09 AT OVERHANG) PANEL INDEX ■ 2410 NOTES: 1: RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS (PERPENDICULAR TO) JOIST. 2•. STAGGER PLYWOOD END JOINTS 2'-0" MIN. AS SHOWN. 3 . NAILING SHALL BE AS FOLLOWS WITH Sd NAILS UNLESS NOTED OTHERWISE: BOUNDARY.- III AT ROOF PERIMETER, PLATE LINES, CHORD STRUTS AND AS CALLED FOR ON PLANS. EDGE.- S" OIC AT ALL BEARING ENDS AND SUPPORTED EDGES OF OF EACH PLYWOOD SHEET. FIELD. - 12" OIC A7 ALL INTERMEDIATE BEARINGS. 'L- ALL NAILS SHALL HAVE A MINIMUM OF 318" EDGE DISTANCE. ALL JOISTS ANS RAFTERS SHALL BE LAID OUT IN A 4'1 MODULE TO COINCIDE WITH PLYWOOD PATTERN. TYPICAL ROOF DIAPHRAGM: 112" COX, STRUCT. 0 PLYWOOD OR 112" 2 -M -W PARTICLE BOARD LAID W/LONG DIM. OF FULL SIZE PANELS PERPENDICULAR TO THE SPAN OF THE ROOF FRAMING, END JOINTS STAGGERED, AS FOLLOWS, DIAPHRAGM BOUNDARIES & PANEL EDGES: 8d @ 6" O.0 PANEL FIELDS: Sd Q 12" O.0 TYPICAL CHORD SPLICE: 8 PAIR OF 18d NAILS @ EA. 4'-0" LONG LAP SPLICE IN THE DOUBLE TOP PLATES. METALSTRAP CS 9642 ;. METALSTRAP II �I i LU V WI S REQUIRED ON THE JOB SITE DURING ALL e� U W CC MPTIED AS NECESSARY. FAILURE TO DO SO o: z I V N I 4:12 CONTRACTOR." EXISTING 0 0 �z0 W C J �\- � � � U 'Q .rte ce W N z � MATCH LINE TO EXISTING RESIDENCE PROPOSEDmPARTIAL F 0 i SCALE: 1/4"=1'-0" F am nd NEW 2X8 @ 24 O.C. RAFTERS 2X4 @ 24 O.C. CEILING JOIST (PARALLEL TO RAFTERS) - n n .A _ 2 Framing Notes 1. 4x & 6x BEAMS SHALL BE D.F. NOA 2. 2x FRAMING SHALL BE D.F. No.2 3. 2x STUDS SHALL BE D.F. No.2 4. TOP PLATES SPLICE: USE 10.16d NAILS EACH SIDE OF SPLICE. 5. ALL NAILS HOLES FOR STRAP TIES AND STRAP HOLDOWNS TO BE FILLED WITH COMMON NAILS EXCEPT WHERE 16d SINKER NAILS ARE ALLOWED BY MANUFACTURER. 6. USE COMMON NAILS. 7. BRACE PANEL NAIL SPACING TO HOLDOWN POST TO BE EDGE NAILING. 8. AT HEADER BEAMS NAIL 2x TRIMMER STUD TO 2x KING STUD W116d @ 8" O.C.. AT HEADER BEAMS W12 -2x TRIMMERS, NX TRIMMERS TOGETHER W/16d @ 8" O.C. RU ALL ES STRUCTURAL 6) F THE COAST LUM ERMBE AN GRADED ASOCI ASSOCIATION. - 10. WITH " GRADING AND DRESING 10. HOLDOWN A. BOLTS AND HOLDOWNI STRAPS SHALL IN PLACE PRIOR TO FOUNDATION INSPECTION. HOLDOWN A. BOLTS SHALL E TIED IN PLACE,RULES (#16) OF THE COAST LUMBERMAN'S ASSOCIATION 11. FOOTING CONSTRUCTION SHALL BE SINGE POUR. 12. BRACED WALL PANELS SHALL BE IN ACCORDANCE WITH CBC 2320.11.3 13. ALTERNATE BRACED WALL PANELS ,SHALL BE IN ACCORDANCE WITH CBC 2320.1 IA C Thanksgiving Day October ist -April 30 Christmas Day Monday - Friday: 7:00 a.m. to 5:30 p.m. Saturday: 8:00 a.m. to 5:00 p -m• Sunday: None Government Code Holidays: None May 1st - September 30th 15'x" Monday - Friday: 6:00 a.m. to 7:00 P.M. Saturday: 8:00 a.m. to 5:00 p -m. 1 Sunday: None Government Code Holidays: None 1 ----- -----------� T- D l I 4"CONI SLAB OVER 2" SAND FILL WITH 6x6 I I 1 10/10 WWM CENTERED IN SLAB. 2 #4 REBAR IN FTGS. I I ABS @48' O.C. 24" AT BRACED WALL PANELS I PROVIDE MIN. 3 ANCHOR BOLTS I 5 (N) 4x4 POS I PER BRACED PANELS I W/STH010 ( DINING O 1 109 2 1 I (E) 4x4 POST I I TO REMAIN I I A I I W I l A - - - - -i r- - - - - - - - - II II 4'-V II _ I I v { II W i BEDROOM (E) II KITCHEN (E) W I 104 II 103 it z I II o z II II II _-------JJ . \�------JL`JJ ----------I LIVING OO (E) 102 (1 I F? II II II II MATCH LINE TO EXISTING RESIDENCE PROPOSED=PARTIAL FOUNDATION PLAN SCALE: 1/4"=1'-I 1.1 x AN ADEQUATELY SIZED DEBRIS CONTAINER S REQUIRED ON THE JOB SITE DURING ALL e� U MPTIED AS NECESSARY. FAILURE TO DO SO MAY CAUSE THE CITY TO HAVE THE CONTAINER OIM CONTRACTOR." 0 �z0 C N Z W w � � � U 'Q .rte ce W N z � 0 W 0 1.1 x AN ADEQUATELY SIZED DEBRIS CONTAINER S REQUIRED ON THE JOB SITE DURING ALL HASES OF CONSTRUCTION AND MUST BE MPTIED AS NECESSARY. FAILURE TO DO SO MAY CAUSE THE CITY TO HAVE THE CONTAINER LIMPED AT THE EXPENSE OF THE OWNER; CONTRACTOR." 0 �z0 N Z W w � � � U .rte a > W a � z W 8y O a 1.1 x SHEET TITLE Proposed Partial Foundation Plan, Proposed Partial Framing Plan & Details 1.1 x