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06-3013 (SFD)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 c&t!t 4 4- Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 06-00003013 Property Address: 52330 AVENIDA HERRERA APN: 773-264-004-19 -000000- Application description: DWELLING - SINGLE FAMILY DETACHED f Property Zoning: COVE RESIDENTIAL Application valuation: 117918 Applicant: Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION 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 aandProfessionals Code, and my License is in full force and effect. License Class: B "" Li c a No.: 830748 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 1$5001.: (_ 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 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. _ 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/04/07 Owner: MICHAEL GARCIA Contractor: RIVERSIDE DEVELOP MENT~GROUP "E 7138 FOXCROFT ST RIVERSIDE, CA 9256 (951)334-9657 t �lTOF j~y� LiC. No.: 830748 LAQUINTA NCE DEPT. ---------------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 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. 1 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 229-0037748-06 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 37M the Labor Code, I forthwit omply wi those provisions. Date: 8 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 ($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 of this county to enter upon the above-mentioned property for inspe ' n pure es. Date:/' y 07 Signature (Applicant or Agent): Application Number . . . . . 06-00003013 ------ Structure Information S.F.DWELLING/V-NR/RES-3/CLASS A -FR .----- Other struct info . . . . . CODE EDITION 2001/2005 # BEDROOMS 3.00 FIRE SPRINKLERS NO GARAGE SQ FTG 489.00 PATIO SQ FTG 189.00 NUMBER OF UNITS 1.00 T� - - - - - - - - - - - - - - - - - - - - - - - - - - 1ST -FLOOR SQUARE FOOTAGE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1850.00 - - - - - - - - - - - - - - - - Permit . . . BUILDING PERMIT Additional desc . . • Permit Fee . . . . 702.50 Plan Check Fee 114.16 Issue Date Valuation . . . . 117918 Expiration Date 7/03/07 Qty Unit Charge Per Extension BASE FEE 639.50 18.00 3.5000.THOU -------------------=-------------------------------------------------------- BLDG 100;001-500,000 63.00 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . Permit Fee . . . . 95.28 Plan Check Fee 5.96 Issue Date Valuation . . . . 0 .Expiration Date 7/03/07 Qty Unit Charge Per w Extension BASE FEE 15.00 1850.00 .0300 ELEC NEW RES -•MULTI FAMILY 55.50 489.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 9.78- 1.00 15.0000 -------------------------------- EA ELEC TEMPORARY POWER POLE -------------------------------------------- 15.00 Permit . GRADING PERMIT Additional desc . Permit Fee. 15.00 Plan Check Fee .00 Issue Date . . . . Valuation 0 Expiration Date 7/03/07 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE FEE 15.00 Permit MECHANICAL . Additional desc . Permit Fee . . . . 72.50 Plan Check Fee 4.53 LQPERMIT Q ` Application Number . . . 06-00003013 Permit . . . .. . . MECHANICAL Issue Date . . . . Valuation . . . . 0 Expiration Date 7/03/07 Qty Unit Charge. Per Extension BASE FEE 15.00 1.00 9.0000 EA MECH FURNACE <=100K 9.00 1.00 4.5000 EA MECH VENT INS T/ DUCT ALT 4.50 1.00 9.0000 EA MECH APPL REP/ALT/ADD 9.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 3.00 6.5000 EA MECH VENT FAN 19.50 1.00 6.5000 ------------------------------------- EA MECH EXHAUST HOOD ---------------------------------------- 6.50 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 162.00 Plan Check Fee 10.13 ' Issue Date . . . . Valuation . . 0 Expiration Date 7/03/07 Qty Unit Charge Per Extension BASE FEE 15.00 14.00 6.0000 EA 'PLB FIXTURE 84.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 4.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 12.00 2.00 .7500 EA PLB GAS PIPE >=5 1.50 1.00 15.0000 EA PLB GAS METER 15.00 --------------------------------------------------------------------=------- Special Notes and Comments 1,850S.F.DWELLING/V-NR/RES-3/CLASS A -FR. THIS PERMIT DOES NOT INCLUDE BLOCKWALLS, POOL AND SPA, OR DRIVEWAY APPROACH. December 8, 2006 10.:34:42 AM AORTEGA [75% REDUCTION ON PLAN REVIEW FEES REPEAT PLAN CHECK] ------------------------------------------------------------ Other Fees . . . . . . . --------------- . ART IN PUBLIC PLACES -RES 20.00 DIF COMMUNITY CENTERS -RES 74.00 DIF.CIVIC CENTER - RES -480.00 ENERGY REVIEW FEE 45.66 DIF FIRE PROTECTION -RES 140.00 HOURLY PLAN CHECK 35.00 DIF LIBRARIES - RES .355.00 DIF PARK MAINT FAC - RES 22.00 DIF PARKS/REC - RES 892.00 LQPERMIT LQPERMIT Application Number . . . . . 06-00003013 ----------------------------------------------------------------------------- Other Fees. . . . . . . . . . COVE PRECISE PLAN FEE 100.00 STRONG MOTION (SMI) - RES 11.79 DIF STREET MAINT FAC -RES 67.00 DIF TRANSPORTATION - RES 1666.00 Fee summary ----------------- Charged ---------- Paid Credited ------------------------------ Due Permit Fee Total 1047.28 .00 .00 1047.28 Plan Check Total 134.78 .00 .00 134.78 Other Fee Total 3908.45 .00 .00 3908.45 Grand Total 5090.51 .00 .00 5090.51 I � r S Z 33� Building Address � \C BUILDING: TYPE CONST. OCC. GRP. A.P. Number �� 3 ' Z �O9 Ob L-1 Legal Description L.lb"t; -k Project Description SF \Z -- Address C _ it2,ICLV>I- Zip �Lgbleerst- Tel. _ Sq. Ft. .` No. No. Dw. Size Stories Units State Lic. & Classif. City Lic. # Arch., Engr., Designer New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Address Tel. ,202,'N o G %14e A�)l City \IGLS1�-L. Zip CMSQ17 State Lic. # I INI LICENSED CON ACTOR'S Ffpr'ItR.r ATIONI hereby affirm that am tic ed u pro ' ' ns o 9 (commencing with Section 7000) of Divi ' 3 the B mess Proi ibnsd my license is in full force and effect. r S./6 -w. SIGNATOR DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he 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 (5500). 0 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 Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars (5700) valuation or less). 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 Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT, If, after making this Certificate of Exemption you should become subject to the Workers' Compensation Provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. ' I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT OF LA Estimated Valuation PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS AMOUNT ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE_ Issued by: Validated by:_ Validation: YELLOW = APPLICANT INSPECTO Date Permit PINK = FINANCE CERTIFICATE OF COMPLIANCE 4��FScyo Desert Sands Unified School District 47950 Dune Palms Road Q BERMUDA DUNES 0 V] RANCHO MIRAGE CJ Date 12/26/06 La Quinta, CA 92253 � INDIAN WELLS No. 29109 (760) 771-8515 V-. PALM PLAQUINTAT V �PIN0 y� O Owner Michael Garcia APN # 773-264-004 Address Jurisdiction La Quinta City Zip Permit # Tract # Study Area Type Single Family Residence No. of Units 1 Lot # No. Street S.F. Unit 1 52330 Avenida Herrera 1850 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments Lot # No. Street S.F. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 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: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $2.63 X 1,850 S.F. or $4,865.50 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 OC/Wells Fargo - Mike Garcia Check No. 0069209279 Name on the check Telephone Funding Residential By Dr. Dors Wilson Superintendent Fee collected /exempte by ar n Tilvrey Payment Recd $4, 865.50 :Over/Unaier - Signature NOTICE: Pursuant to Government Code Section 66020(d)( , this 'll 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 n 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 RC ' DISTRICT PLANNING. -REVIEW FORM This form is 'to .be used by CDD . staff for review of'. single family dwellings.- in the RC '(Cove Residential) District. per Section 9.50.090 'of the Zoning Code. Its purpose is to determine: 1) . that the proposed housing design -'does not duplicate the same, architectural style of any house :within 200 feet of the applicant, .and/or 2) if there is a need for the applicant to file for Masten Design Guidelines: If the applicant does need to file :a Master -Design Guideline; please.transmit this information to the Building and Safety Department as- partof your correction list. Please attach .additional explanations as necessary. APPLICANT: I IU:,4UU_X SITE ADDRESS; APN o(p - b% CASE NO.: LEGAL: LOT 9 BLOCK UNIT S.C:@V.L.Q. CHECK AND APPROVED.BY.: DATE: dZ Inform the assigned Building plan. checker upon your assignment to this case. The CDD Executive Secretary maintains a log book to track applications. and .assign case numbers. REQUIRED ITEM. Y .. N 'COMMENT/CORRECTION. Verify legal and APN information Consistent with. MDG on file (as applicable) .MDG filing required (5 filings since 9/3/98) .Architectural: variety within_ 200 .. feet of the surrounding area: Architectural design features . Other Requirements: ' Recording Requrfed By First American Title company RE ",NGREQuwM@made Resale AND WHEN RECORDED MAIL TO: Michael E. Garcia .. 7138 Foxcroft Street Riverside, Ca 92506 lafm I -M4 TR A #- Il V 0-01-47 DOC # 2006-0442789' P"'20/2006 08:00A Fee:30.00 .ge 1 of 2 Doc T Tax Paid kecorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder j order No.: 2351( Ce Above This Line for 1l WsN%O3f22 GRANT DEED h , -r THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $172.70 TC [ ] computed on full value of property conveyed, or [ j computed on full value less value of liens or encumbrances remaining at time of sale,. [ I unincorporated area; [ I. City of La Quinta , and FOR A VALUABLE CONSIDERATION; Receipt of which is hereby acknowledged, Gabriel Villagomez and Rosa Corina Villagomez, husband and Wife as Joint Tenants hereby GRANT(S) to Michael E. Garcia, a single man. the following described property in the City of La Quinta, County of Riverside State of California; LOT 19 IN BLOCK 84 OF SANTA CARMELITA AT VALE LA QUINTA, UNIT #10 AS PER MAP RECORDED IN BOOS 18, PAGE 70, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. Document Date: -April 17, 2006 STATE OF CALIFPAN IA )SS COUnYjDF On Lt,0,,e_1 / c2/,,A47 before Rosa Corina Villagomez personally appeared V, tiagame-z aoa AUJa- C,0017&_ personally known to me ( rovedTo dte tr sa ctory evi n to be the persons hose nal and acknowledged to me xecunea we same fiHfim et�ltiaumonued capacnryqlGsyana that the person(mr the entity upon behalf of which the persor®acted, executed the instrument. W1TNE,SB mid and official seal. �(21 .''bed tethe within instrument signatut (�s on the instrument This area for official notarial seal. c2mEW' � BlrrrtlQa �� MV Conan. F Mor 3.801 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below A R L COPY I LONG REFUND NCHG EXAM j order No.: 2351( Ce Above This Line for 1l WsN%O3f22 GRANT DEED h , -r THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $172.70 TC [ ] computed on full value of property conveyed, or [ j computed on full value less value of liens or encumbrances remaining at time of sale,. [ I unincorporated area; [ I. City of La Quinta , and FOR A VALUABLE CONSIDERATION; Receipt of which is hereby acknowledged, Gabriel Villagomez and Rosa Corina Villagomez, husband and Wife as Joint Tenants hereby GRANT(S) to Michael E. Garcia, a single man. the following described property in the City of La Quinta, County of Riverside State of California; LOT 19 IN BLOCK 84 OF SANTA CARMELITA AT VALE LA QUINTA, UNIT #10 AS PER MAP RECORDED IN BOOS 18, PAGE 70, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. Document Date: -April 17, 2006 STATE OF CALIFPAN IA )SS COUnYjDF On Lt,0,,e_1 / c2/,,A47 before Rosa Corina Villagomez personally appeared V, tiagame-z aoa AUJa- C,0017&_ personally known to me ( rovedTo dte tr sa ctory evi n to be the persons hose nal and acknowledged to me xecunea we same fiHfim et�ltiaumonued capacnryqlGsyana that the person(mr the entity upon behalf of which the persor®acted, executed the instrument. W1TNE,SB mid and official seal. �(21 .''bed tethe within instrument signatut (�s on the instrument This area for official notarial seal. c2mEW' � BlrrrtlQa �� MV Conan. F Mor 3.801 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below . CITY OF LA QUINTA PLAN CHECK CORRECTION LIST EW -Webb Engineering 2023 Chicago Ave. Ste B-14 Riverside CA 92507 Structural Review Only PLAN CHECK NO. 06-3013 ADDRESS 52-330 Ave Herrera SCOPE OF WORK NSFR October 26, 2006 SECOND CHECK/ APPROVED OCCUPANCY R -3/U-1 TYPE -OF -CONST. V -N The submitted plans and specifications have.been reviewed by the VCA CODE GROUP. In our. professional opinion the plans are in substantial conformance with the building codes and regulations adopted by the CITY OF LA QUINTA and the State of California Amendment. . APPROVAL FOR A BUILDING•PERMIT IS HEREBY RECOMMENDED SUBJECT TO OBTAINING APPROVALS/CLEARANCES FROM ALL APPLICABLE CITY DEPARTMENTS, AGENCIES, AND ASSOCIATIONS. Plans checked by: -Timothy Koutsouros, P.E. VCA CODE GROUP 2200 W Orangewood Ave, Ste 155. Orange, CA. 92868 (714) 363-4700 ext. 758 1 VCA File No. LQ- 18898 Certificate of Occupancy 4 cacou�� +A ass FL G OF'rBuilding & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use: BUILDING ADDRESS: 52-330 AVENIDA HERRERA Use classification: SFD Building Permit No 06-3013 Occupancy Group: R3 Type of Construction: VN Land Use Zone: CR Owner of Building: CORONEL CONSTUCTION Address: 52-330 AVENIDA HERRERA City, ST, ZIP: LA QUINTA CA 92253 By: KIRK KIRKLAND Date7-29-09 Building Offi 'al POST IN A CONSPICUOUS PLACE JUL-30-2009 THU 12 06 PM CORONEL ENTERPRISES FAX No, 760 775 5353 r; CITY OF LA Q �c BUILDING & SAFETY DE AR 777.7012 j4SPECTION REQU IN '777-715 Owner AUCHA,EL.- RCIA Contractor RIVERS • E DEVELO Permit Number 46-33 POST ON JOB IN CONSPI E INSPECTOR MUST ;SIGN ALL APPL CA CE ft�p 52-330 AVENID L ,+ R Ei RA SPA, BLOCK WALLS OR DRIVEWAY APPROACH. TYPE OF INSPECTION DATE INSP. -E:MPORARY POWER iE'_TBACKS p p 1/G PLUMBING / WASTE 1/G ELRCTRICAL / GROUNDING . .A 'OOTINGS / STEEL _ 6 _ d , 7 ;ONCRETE SLAB .+v wv I rvvn LvN%,rlt I L UNI IL AbUVE SIGNED IOOF NAIL/ PRE -ROOF nnrvllllu (L vlvl0jIVAI lUN • A�_n ROUGH ELECTRIC ROUGH PLUMBING ROUGH MECHANICAL ISULATION d �/ COVER NO WORK UNTIL ABOVE SIGNED ITERIOR GYP. Bp. DRYWALL {TERIOR LATH AS TEST =PTIC ABANDONMENT =WER CONNECTION =PTIC / GREASE INTERCEPTOR MASONRYINSPE )OTINGS / STEEL )ND SEAM POOL/ SPA/ WATEIFW`.T TL !E-GUNITE / SETBACKS 3 PLUMBING - "a GAS a ELECTRICAL E -PLASTER ALARMS / BARRIERS FINAL INSPECT MP. USE OF PERMANENT POWER ECTRICAL JMBING CHANICAL BLIC WORKS DEPARTMENT: AAAAI mli ry nmMi nPkAknii hGPT ABOVE APAOVALS 06ACIT INCLUDE;RI �... TURN ON,UTILIl =S ,, i OCCUPY l U I< �" � • cetyl'` •. �' i I 1 P. 001 F LA QUINTA SAFETY DEPARTMENT 60) 777-7012 ION 1,3EQUEST.LINE 601: 777-7153' pwner CORONE 11 NTlFgPgTSFR Ibntractor_C ;eJr'r"�i Tt•c�' �w ti7!t ,7(1I I Permit Number -09-.360 POST ON JOB IN CONSPICUOUS PLACE f INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESSHERREMA II SPECIAL INSPECTION TO RESOLVE ANY ISSUES CONCERNING THE FINAL ON THIS SFD.'FINAL SFD PERMIT ##06-3013. TYPE OF INSPECTIPN DATE INSP, CONCRETE SLAB DO NOT POUR CONCRETE UNTIL ABOVE SIGNED ROOF NAIL / PRE -ROOF GH PLUMBING GH MECHANIC %TI O N COVER NO WORK UNTIL ABOVE SIGNED I INTERIOR GYP, BD. DRYWALL EXTERIOR LATH GAS TEST SEPTIC ABANDONMENT I SEWER CONNECTION i SEPTIC / GREASE INTERCEPTOR MASONRY INSPECTIONS FOOTINGS / STEEL BOND BEAM i POOL / SPA / WATER FEATURE INSPECTIONS I PRE-GUNITE ! SETBACKS U/G PLUMBIN;G U/G GAS U/G ELECTRICAL PRE -PIASTER ALARMS / BARRIERS FINAL INSPECTIONS TEMP. USE OF PERMANENT POWE � ELECTRICAI G COMMUNITY DEVELOPMENT DEPT. I FINAL/ CBOJ OMPLETED ��s� ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON.UTILITIES OR OCCUPY BUILDING 1 ne.Leauing aVlanuiautumn v1 oplral .7L111 ►%ita CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE. IJ� d 90 BY 5'-0"!9:59-4" 9 5'-6", 6'-0", 6'-6", T-0" DIAMETER CODE STAIRS LOS ANGELES CITY LICENSED FABRICATOR #1150 LOS ANGELES CITY STANDARD PLAN -#111 CITY OF.-':SAN:DIEGO ::STANDARD -- MASTER PLAN #25 PLAN FILE: A100775-03 THIS ANALYSIS VALID ONLYIMTH WET SEAL & SIGNATURE OF ENGINEER " Q ,CFESS/ph D�p0 E. W No -23276 Exp.1 -07 CN11. P�\o- FOF CAUFO MAY 10 '06 THE IRON -SHO L A _ _ • A� _ !_ SIL_ 7Y. 1 ne.Leauing aVlanuiautumn v1 oplral .7L111 ►%ita CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE. IJ� d 90 BY 5'-0"!9:59-4" 9 5'-6", 6'-0", 6'-6", T-0" DIAMETER CODE STAIRS LOS ANGELES CITY LICENSED FABRICATOR #1150 LOS ANGELES CITY STANDARD PLAN -#111 CITY OF.-':SAN:DIEGO ::STANDARD -- MASTER PLAN #25 PLAN FILE: A100775-03 THIS ANALYSIS VALID ONLYIMTH WET SEAL & SIGNATURE OF ENGINEER " Q ,CFESS/ph D�p0 E. W No -23276 Exp.1 -07 CN11. P�\o- FOF CAUFO MAY 10 '06 ...>o.. .. r-�+•v.Y;aaw.c e �:rmwna �wxa.:• r.. <.r+.., � West Coast Showroom P. O. Box 3008 3"WD!Guasti.Rd, .Ontario;,,CA.;.91761-0901 (909):6-1000 (800) ,382-4766. WOOD Engineering, Inc. v" 10040 FOOTHILL BOULEVARD, - RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 Main - Plant' 6 Showroom Southern Showroom Southwest Showroom Midwest Showroom Northeast Showroom P. 0." Box 547 7 & Warehouse & Warehouse & Warehouse: & Warehouse: 400`Re6&Road 6556 ".Superior Ave 87,18 Westpark Drive 886 Cambridge Drive 500. West Avenue Broomall," PA 1`9608 Sarasota, FL 34231 Houston, TX 77063 ' Elk Grove Vila, IL 60007 Stamford; ,CT 06,902 (610)"544-7100 -(813) 923-1479 (713)7.89-0648 (708) 9527-19010 (203) 325.8466 (800) 523-7427 (800) 648-6990 (800) 438-4766 (800) 453-4766 (800).623-4766, Fax (610) 5447297 Fax (813) 923-6176 Fax (713) 789-0720' Fax (708) 952-0496 Fax (203) 967-4677 ...>o.. .. r-�+•v.Y;aaw.c e �:rmwna �wxa.:• r.. <.r+.., � West Coast Showroom P. O. Box 3008 3"WD!Guasti.Rd, .Ontario;,,CA.;.91761-0901 (909):6-1000 (800) ,382-4766. WOOD Zw0mearbs& tm. a�ryi..y - o�o..+urr�rtwr WXM FOO ILL OOL LEVARD RANCHO CUCAMONGA. G 917aD (907) 989.207 - FAX(90P)96"106 aiU=*-5P/RAL.;:.. 9*E„n /_ a -f44 5TA/RNA7' B5 -B2 asla WR THE IRONauE 4 5-99 5P/RAL •57'A/RNAY LA. G/TY 5722. #/// GOL7f, 2002 G/7Y OF L05 AN6ELE5 Q'J/L0/N6 CODE - LOAOS UB.C. /997 N/TH L.A. G/TY AMMMPMENTS 8 DL.=/O.O PSF 200/ GAL/FORN/A BU/L22/N6 CODE L.L.=/00.0 P5F OR 300* CONGENTRATFD Q B-/7-99 T.L.= //O.0 P5F LOAD AT ED6E ADD: 43 3 44 OTHER LOAD5 OF 7'E' I ® //-/2-02 d 20 PL.F. AT TOP OF HANDRAIL 02-//-03 200 LB. ON HANORA/L /N ANY D/REGI/ON /, 2, 4, 6, 25 P.5.F. ON /NTFRMED/ATE RA/L5 6, 9 /O, 5=0"D/AM TO 7=0"O/AM. 22, 23,27, 28; 29, 8 4/ R = 2 =6 " TREAD 2 � a= 5/N x R BASE � 30 ° G6 i11 o COL. 4 R =.50' A =!(3~155)/?I 29= -26B 50. N. Punif = 26,9(//0 PSFJ//44 = 205* 5✓M-M®BA5E = 3(29)-2/2 + /2.5(29/ 2/6 = 266/ X = (1262 - /752)126,9 = //24" Hung = 205(29 - 1124) = 3641"# Mconc = (3004/2)(28.5) = 4275'w -- 60V LOAD 5HAR/N6 BY (2) TREADS WOOD'.Tac. IODW FOOTQLL BOULEVARD RANCHO CXPCAMONG A. CA 91730 1904) WPP =07 - FAX (909) 98"106 SPIRAL 57A/RNAY 77ZEAO SECT. ® COLUMN D/4. = 6 =6" TO 7'-O" WOOD:.��..�,. lac. �.8, 5PiRAL a�r�gr.ro� 5TA/RWAY 10OWFOOI"LLBOULLVARD ' 'THE /RO RANCHO CU.C�MONOA, G 017,]0 f- 1907) 989,207 "- 9-.V(1907) v8P8106 SHOP R = 3-6' TREAD 2 m SH -.:Z-PF— inw 85-82 Dr1E 4-5.-99 /0 //-/2-02 A = !0f2/0,)/21 4/ = 492 50. /N. 300* PunY = 492(//0 P.5F)//44 = 376* GONG. SUM-M®BASE = -=,141)^212 - /B(4// 1/6 = 492/ X = (2522 + 5043) / 492 = /5.38" Mun/f = 376(4/ /538) = 9633'* Mconc = (300*/2)(39,0) = 5850 * LOAD 5HAR1N6 BY (2,) 7REAO5 Sju SP/RAL gym, 3 Of_ 5TAIRN47' BS -BZ FOR T,qE IRON DATE 4-5-99 SHOP oESIGNM r --R. W. -- t=//0" o ? � a 1. � 0 I 4 3" N.A. = 3/0. /25//0./25/2)+ (3.075x0./25)..K20625J2 = !(3x0/25/ (3.,975x0./25)2]/ X=1301911 /x= --'410 12-5) 3//2 , (3x0./25/(/4455/ 2 - !O./25,13.675J 5//2 (3.B75x0./25)/0.5545J = 2.294 IN"'4 + !3.575/0./25)"3112 (3.075x0./25/(/4375,) 212 = 2204 /N"4 = 2.284 IN^4 5a;1740P) = 2.294//.506 = 152/ /N3 5x•/S0T/ =.2.217412.4q2 5, _ 2204//5 = 1.523 /N 3 WOOD.&m*m ia� lar - 10040 F001MI L BOULEVARD RANCHO CUCAMONGA. CA 91730 (909) 909-2067 - - FAX 1909) 9898106 s Lw 5P/RAL SIWMD4 OF F_5TA/RNA7' 5 7A IRNA 7' - 85-,92 �Ic DATE 4-5-99 FOR THE IRON j5HOP DESW9fDBY—'->.W. 5P/RAL 5TA/RNA>' 77ZFAO DE5IC I R UP TO 42" (d = 42 Mx = 5650 v Mz = (300/2)(/0.67) _ 1,630-0 y = /506" H = /630/%500 = /00/* R UP TO 42" (4 " OEEP) Pb = 5850/0.920 = 6359 P5/ t 11.12,<51 fv = l30012M4(0./25)] 1/630]/!3(0./25)] - 6359 = 300 + 4347 * 6359 //,006 P5/ t 14,400)051 (0.4x36,) t 0.3x70 = 2/ K51 fbuviraw, = 9633/0.920 /0,470 /Q 1/-/2-02 P PT. H _ y d� PT. H = Mr y GHEGK MAX. 57RE55 d§? 4 " FOR TOR5/0N 0ENO/N6 8 54EAR 6 ® 9" FOR BEND/N6 GK. rVL w/t = !(4-0.125)/0./251 = 3/25 ///2 K5/ CHECK TREA0 ® GONGENTRAT C LOAO REF. L/6HT CA -47E COLO FORMED 572EEL OE5/61V MAMIAL be/f=/9(E/fmoxJ O.r�✓/-0.475,�t/b.!/E/fmox% 0.50 fmox = /65 focEua/ Fb I 1 p� I i�LOAO 5ECT_ /O/VTREAD PLAN WOOD F'ftrjv • s:.,g,-. SP/RAL arra 5 a— WOOD BastmemlowLe. �..r6...�r 5TA/RWA7' BS -B2 A"W`r""' arxa� .IOY110. " ■rxa�r �.r!��..rr�r�r�rr. 1mq FOQi►aLBOUiVARD .. 77/E IRON wlE 4-5-99 10DOFOOTHLLBOIAEVARD RANC"O CUCNNAG AOQ. 91730 , FOR' RANCHO CUCJIMOHQA: G 91730 ' (907) 989 -MV - FAX (907) 909.6106' � SHOP Cv ljrf - W. ('9W) 90PTm7 -FAX 1910'7) 9l9d1. SP/RAL 5TA/RWA7' TREAD OE5/6N ASSUMEb ^• 6"F=/2 KS/ t=//B" Ewe = / 9 (29000116-AfI/Z)%OS (/-.47 0-/25/6)(29000/(/.65(/2)) OSS t �= 45 be=5.64" — t 5-64" i y = d-2/(2(b+d)) = 4/(2(564 « 2)) = 016/" ® MAX. 57RE55 /N BOTTOM 7-5N5/ON CV 2.26//(2-026/) (248) = 32e,<51 lu) 7RY)=3.5K51 r (l-G.475/O./25/6/(29000/(/.6�35)l OSJ = 40.22 be = 502" SAY 5" I y fc = 102Bb// 7/4)(2/.8) = 3.63 ti 3S K5/ 1,55: be = -5"d=2' (2t- 0./53 /N 3 i PL = 300(22) Mmox = 4 4 j fbMAX = 5 _ /O,BOO P5/ t 22,00C)651 OK WOOD EsOmeeefts IOr- x.erllr..ro a�x�M O�raY3.�Y�Y�1ISY+►� 10090 FOQIIILLL BOIAEVMO RANCHO a1GMONGA• G 91730 C909)989 -2M7 - FAX(907)9W4106 SP/RAL 5TA IRNA 7' 7 FEAO D/MEN5/ON5 NiINlM�M G .4-0.0. P/PE COLLAR Ro ,G„ b., 33" 16.33" 33" 16-55" 42" 20.99" 8.57" 3/4" 50. X /6 GA. 7733E A I5P/LADLE (TYPIGAL) FY = 50 K5/ 3 " TREAD WZP7-, "" V Z W � W Q \v / >' = Ro-2 y Y b - 3.25 3.25 G Y+/2 Y G.HEGK FOR Ro = 90" _ .30-2 , 3.25 /4.78 Y = 7.89" b _ 3.25 7.89+/2 7.89 G = (Ro 51N392 - 0.375%2 a25"---\ A SP/RAL STA/RNAY TREAD DE5/6N yam 5P/RAL Ias Wn 6 oF- WRA= SP/RAL . . sKwFn 7 oF_ 5TA/RWA7' BS -82 SHOP josm Foot THE /RON °"'E -- SHOP . o®m®er W. 3/4" 50. X /6 GA. 7733E A I5P/LADLE (TYPIGAL) FY = 50 K5/ 3 " TREAD WZP7-, "" V Z W � W Q \v / >' = Ro-2 y Y b - 3.25 3.25 G Y+/2 Y G.HEGK FOR Ro = 90" _ .30-2 , 3.25 /4.78 Y = 7.89" b _ 3.25 7.89+/2 7.89 G = (Ro 51N392 - 0.375%2 a25"---\ A SP/RAL STA/RNAY TREAD DE5/6N yam 5P/RAL Ias Wn 6 oF- 5TA/RNAY ' 85-62 pan THE IRON WE' 4.-5-99 SHOP DES MEDDY- /0 //-/2-02 USE: RAD. 3'-b " MAX. RAD. Q 7REAO h //B",5 rEFL PLATE ® 7READ � h GOLUMN WOOD.En IOC. ,1 5P/RAL ylWHO B OF- a.+.a,1.+. 5TAIRWA7' N0. BS -B2 �rxe:.r roe m�.ar3rrW W VMS 10D4D F OOTHLL OCKI"ARDFan THE /ROLA 411E 4-5-99 RANCHO C ACAh4ON6A. G 917W (907) 9&P,QM7 - FAX (907) 96P6106 SHGP . p gym• . w. 5P/RAL STA/RNAY PLASMA GUT 7READ5 //-/2-02 GK 3ENO/N6 ® 42" MAX P = 3000 ® EDGE OF 7READ Mc.L. = 300(42 J/2 = 6,300 "# 6)42" \ ILOAD 5HAR/N6 (2) 7R --A25 MuviF = 9,633 "+� 60V. 2 R=(42" MAX/ P F A 300 2 TREAD ELEVAT/ON (/) / //2" M/N. 3//6 " 7-H/6KNE55 OF MA7cR/AL: 2 &—(3 5x-3 TL. 0 42" H=E=5" M/N 5507 -/ON L v Ly Ly 2 (U X 2 /.5X2 4.906 /4.7/9 72.2/0 (3-O/ (2/X2 0.5625X2 4.531 5.098 23.097 0.030 (/125) (3)X2 O. 75X2 0.375 0.5625 0.21/ 0.070 SUM = 5.625 20.350 95.52 0./0 ' WOOD- .�::'' '>'LEL7 SP/RAL 9 .. O@Tln a_ $ *� WOO OOD yrs •' a�s�ecr 5P/RAL 'STA/RWA /O t�wm a_ j . . A#~ rsrw STA/RWAY two 85-02 .... "a:ris�r:ri """., "'' � assra�G' I - 85-82 aue 4-5-99 ". 1WWPOGTML8OULLVARD tODq.@Dollel90(REVA(iD. ' oae 4-5-�f9 THE' IRON ran THE IRON SHOP �®m—�. w. ioif 'SHOP . ' 0001�®8� PANK210 CUCA&OONDA.:CA 91730 caws 9ea2CW : FAx (vo919s9.e1oe RANCHO, CUCAIiA�iQl�: C'A 917JD � ' � � � geaeloe All -1.2-0.2 5P/RAL 5TA/RWAY Q //7/2-02 5P/RA! 5T4IRNA y PLASMA GUT TREA05 j PLASMA GUT 7READ5 i GK 5END/N6 d SHEAR MOMENTS ®GUTS ON 5/OE OF TREAD /EA. 5/DE OF TREAD/ j y = 20380/5625 = 3.623 BEND/NG MOMENT /Nb = P(R - XnJ/(2 5/DE5 OF TREAD I 1 x =Lug + I -Ly? = 95.52 + O./O - -5.62".623.)-2= 78X 2 TREAD5) Fbb = Mbrb \ LOAD /x = 7/70(0./875/ = 4.00 5HEAR MOMENT AR/N6 5xa = 4.08/3.623 = //27 /A/^3 Vmox = P No 7E. BEND/NS Vs = Vmox = p/8 MOMENT PLUS SHEAR 5xt = 4.06/(5.0-3.623) = 2 96 /N"'3 2X2X2 MOMENT FROM 300+4 /.377 LOAD 5HAR/N6 PO/NT LOAO /5 i (./ TREAD5 MORE CRITICAL Ms = Vs X (d/2/ = P/8(d/2/ THAN UN/FORM LOAD, SHEET /2. Fb 5TLSEE I R=(42" MAX) GOh� 63.3 //O / //2" P 3/r6 �i33 F No cur No CUT t `I MAX. CUT MAX�i 25 X1 INFLECT/ON PT. 'Z �— Fc = /9B - 028(2567/ ELEVATION (A/ FACE OF COLUMN COLLAR Fb 57L = 9,633///27 = 0^547 t /2.6/ 1<5/ O.,C CK OF ONE 5/DE OF TREAD, SECT/ON WOOD zRalmewhI& &w. Wma 5P/RAL SHM.n 1/ OF_ WOOD $1at0 'TOC. wma 5P/RAL /2 0,— rN.w 5TA/RWA7' 85-62 s�°�""° 5TAIRNA 7' a>E 4-5-99 DATE i 1m40F007tmr aouU"ARo96 lonaoFooltoutlouttvAaO wa THE IRON ran THE IRON RANCHO Ct1C+�V.IONGA, CA 91730 VM99962W -- FAX(909)9a106 w NCf RA10 CUCAAAC OGA. CA 91730 (9MVa9.9067 -- FAX(909)9a9 106 .Demm—�.w. sy 5HOP SHOP All-1.2-o-2 SP/RAL 57A/RWAY SP/RAL 57-A/)eWA7' f'_.45MA GUT TREADS % PLA51-fA CUT TREADS m / //2" CK L. INE (A) ®37" UN/FORM LOAD Mb = 376(4/-/530-5"/ Mb = 300 (42-5)/4 = 2775 2 5/DE5 iV5 56=0.5/9 =3877"O r 1 (// Ms = /2500/e)(5/2/ = 94" O./87-540.75)^2 = 00/76 s (AJ O Mb/Sb = 3877/OS/9 6 = 7464,15-1 M5 =_z2775 + 94 5b 5s 0.5/9 0.0176 EL EVAT/ON TLJ 5ECTION = 5346 + 534/ = /0.60 K5/ t /2.6/ K5/ zjb( - O.K 55_ T/ON L 4_ y Ly -2 I' DETERM/NTNG ALLOWABLE HOLE 51ZE dp (/1 /S 4.579 6.069 3/452 - 6/VEN LENGTH OF TREAD I !2J 0.5625 4.204 2.365 9.942 0.0/5 M_b + Ms t Fb WHERE M -s = (P/a/('d%2/ Msol%w = (Fb - Mb/ 55 (3,' C.75 0.375 0.201 O./o5 0.035 56 Ss 56 S M = 2.013 9.5/5 4/499 0.050 I 3.303 5AMPLE CALL ® 37" 3//6" 5 7 41.499 + 0.050 -2,913(5.3,93.)^2 = 9.364 2((12,6/0 - (2775/0.5/9/10.0I76(B/3C0/I = 6.e.2" a' = 9.364 (0.1075) = /.76 i j 5xc = 5�!4) = 1.76/3.363 = 0.5/9 5EE FOLLOWINS 5H7- FOR CK. OF 3//6" 5TL. ® 37 " d 15" 5xt = /. 76/(4.673 - 3.303/ = I36 1.24 WOOD LC.`'•"'"a�cT'"SP/RAL v IRTUM13 OF WOOD Z I ILL'. &*A= 5)11RAL S.WV!rn 14 OF a..�reyM.ti. E ii�nw STA/RNAY AIQ 65-62 a'�"�""1°� -.< ,.. rl�XQi1► ' 'STA/RNAY• �. 65-62 (3) 0.75 0.375 C.25/ ai o�rr�r.rrr..a.r+. �G ►l� 4-5-99 a�rr��.rrrYpa.1. 0QE 4-5-94 FOR 16R THE'7RON o®®er -� a Tao (OM veaane� . FAx 19w)9su 01m SHOP ' RANC"oo k:CAA9 ?ao COM peaami" ' FAk int asoetoe SHOP 5P/RAL STA/RNAY PLA5MA GUT TREADS M, WND v � W a O � 0 1� a.rerr. M 85-82 I 3 i 5TA/RNA'Y 0..015 (3) 0.75 0.375 C.25/ ai 0.035 h ^ 0 loom FOC7NU1 MILL BO£/ARD i h -� Fax THE IRON Ng R^MC1(O CLCAA DNGA. CA 91730 I <90V) 909,4007 - FAX c909) 90"106 Wn 5HOP 0 RANCHO WUMCX4G^. CA 91730 (90P) 9&"W7 - FAx (9W> 90"106 SHOP DEDG® g y--Tw. 0 IF GOMP. 0 0 h o r1 S O � O 0 g h h 0 `OOmm0�0� mhm ��h 4 h "ry �0000�0 0 0 e 0�• P �000�oo��oo�� vo�mnv"��N 000 000 000 ''mmm,v (i J �ei00 .-im1N-N—"" .�i-Ph�MIS ^ 1,1111 ��-h ry,p P r ti * pv0 v.pr0 U) ��0 •00�1�OOh •00ti oV, q t r n n 0 0 0 _ �h n � o�hryh�0�0�m m h Q h 2 04 7 q^ � i1- h � �hmu�j U\ A 5P/RAL 5TA/RNA7' PLA5MA GUT TREAD5 WOOD SmatwortmoM IOC. v 0 W 4 o � O � 0 1� WOOD SmatwortmoM IOC. S.M. p sm= 5P/RAL � a.rerr. M 85-82 I 3 i 5TA/RNA'Y 0..015 (3) 0.75 0.375 C.25/ ai 0.035 h 6.e62 0 loom FOC7NU1 MILL BO£/ARD i DATE 4-5-99 -� Fax THE IRON Ng R^MC1(O CLCAA DNGA. CA 91730 I <90V) 909,4007 - FAX c909) 90"106 Wn 5HOP pFgg® pr'- r' . w. I RANCHO WUMCX4G^. CA 91730 (90P) 9&"W7 - FAx (9W> 90"106 SHOP DEDG® g y--Tw. 6.193 < 12.61K.5-1 IF GOMP. m h o S � g `OOmm0�0� mhm ��h hm00 "ry �0000�0 o° 0 0�• vo�mnv"��N _R ''mmm,v (i �ei00 .-im1N-N—"" ^ a ��-h '+ P r m��ti��—qz;L11 U) ri a�1C�o ,I-,) �h o�hryh�0�0�m 2 �h(A � i1- n � �hmu�j 0 u� m Li v h m-� h WOOD SmatwortmoM IOC. S.M. WOOD �00� Lw. sm= 5P/RAL MMTNO /b .OF - a.rerr. 5TA /RNA 7' 85-82 I (2J 0.5625 /.76/ %.O✓2 5TA/RNA'Y 0..015 (3) 0.75 0.375 C.25/ 0./05 0.035 SUM.. 2.8/3 4.5/7 6.e62 0.050 loom FOC7NU1 MILL BO£/ARD THE /RON DATE 4-5-99 100M FOO7HU BOIA"ARb Fax THE IRON -5 DATE 4 -99 R^MC1(O CLCAA DNGA. CA 91730 I <90V) 909,4007 - FAX c909) 90"106 Wn 5HOP pFgg® pr'- r' . w. I RANCHO WUMCX4G^. CA 91730 (90P) 9&"W7 - FAx (9W> 90"106 SHOP DEDG® g y--Tw. 5PARA4 5TA/R11YA 7' PLASNJA GUT 7REAO5 REF. GK SHEAR � DE5/GN CF MELDED S rR!/C 7UKE5 5TL _ V(rA% F6. 4,7-9 fx - It (e o42- GR/T =(300/(2X7/J(/SXO./6753(/ 9063 + (i B/3x0. /675/10.906/(6 J 0.343 X 0./675 _< 0.4X36000 (/4.4 KSI/ /5 ® O" CON5ERV No TE. SEE =850005 5HEE7 r�Ql FOR 5EGT/ON ROPERT/E5 G T/ONN iv= 75 (0.536 + 0.306/ 5 e EL EVAT/ON 0064 (E J c /4.4 KS/ 5 63.3 (SJ = 989 15 5 /--5) = 4.3 K5/ t /4.4 K5/ 00 4 E GK. BEAD ® CONGENrRATED LOA P = 300' Mme v = P/ /6 rLAIV 5EG7-/ON A -A 5x 5EGT/ON I Lu L i? /.5 2/56 3.234 6.973 - (2J 0.5625 /.76/ %.O✓2 /.784 0..015 (3) 0.75 0.375 C.25/ 0./05 0.035 SUM.. 2.8/3 4.5/7 6.e62 0.050 u = 4.5/7/2.6/3 = 1.606- .606/x ;x= B.e62 f G.05G - 2.5.'5 K'.606J 1 = /.657 /x = /.657(0./675) = 0.3// Sx = 0.3////606 = 0./95 lb = /575 = 6.16 K5I 21.0 KS/ 6.193 < 12.61K.5-1 IF GOMP. ��ON5ERV O -A, (' "'WOOD Siomeeliow. 1w. �4,,,� /moFOMILLD0UFVARDTHE RANCHO CIIC/M CVOQA. CA 91730 I (90919&p -MW - FAX (9091989-6106 aercT 5P/RAL STAIRWAY smwnm . L7 a— 65-82 uae' 5TA/RWA7' IRON F08 W. SP/RAL STA/RWAY i PLASMA 607 TREAD ! CK OPEN/NG 0 TOP OF TREAD P=3000 OVER 3" X 3" AREA CK 5ENON5 OVER /6 X /6" AREA 4" OPEN) P5/ I M - 48-5�2 51.5TR/P = /(0./875) 2 X 0.50 = 0.0029 6 I fb = 52/0.0029 = /7, 749 P5/ < 40.75 X 36,000 (27,000) j CK. BEND/N5 ®PT. LOAD P = 3000 L =/O' 5 = /B" (0./675) 2 X 050 = 0.0527 5— fb = /350/0.0527 = 25.62 K5/ t 270,<51 / AR/N6 A T �,— —o o 0 SCROLLED DE5/6N EA. `l WA Y -5 M/N. COVERAGE OVER ANY3"X3"AREA WOOD 1mr– snag 5P/RAL miw,a /9 oF— 5TA/RWA7' BS -82 arre.� .iae w. o..�ar��.r.vrAvsrl. 10040 FOOTHU BOlAEvARDTHE /RON DATE 4-5-99 RANCND'CIlCAMONGA. CA 91730' FM (9M98P-"7-FAX'(9M98"106 SHOP I (TREAD W/17TH ® P) VYOOD $ JW �a+sT SP/RAL smnn /6 oF_ a:.ralw.-W STAIRWAY BS -B2 rw�F • "NO locoeoonueou�vkgl 7W aaE RANOHLQ F00n MONCA. CA 91730 Fm (9oglveP.pae7'-FA7(1V0919896106 OP ' ��,.—�.w.. i �j �v J N� Q 5TA/RWA7' DATE 4-5-94 DEMMW 6y — —=l. W . F,, THE IRON SHOP • J „b// Z � Q h� W� m� 1 / 4 1 1 � 2 � Q t11 0 o= w 1m 1 �4 I J V h � I XdIN N m m U � h Q v J h 1 b OL i �w z0 i c%C1 —L 1 riM ziM !� VYOOD $ JW �a+sT SP/RAL smnn /6 oF_ a:.ralw.-W STAIRWAY BS -B2 rw�F • "NO locoeoonueou�vkgl 7W aaE RANOHLQ F00n MONCA. CA 91730 Fm (9oglveP.pae7'-FA7(1V0919896106 OP ' ��,.—�.w.. i �j �v J N� WOOD 8. 00.—. 10040 F001FRL 60ulEVAM RANCHO CIICAMONGA, CA 91730 (909) 960$087 - FAX (909) 9896106 Q 5TA/RWA7' DATE 4-5-94 DEMMW 6y — —=l. W . F,, THE IRON SHOP • J „b// Z h� W� m� 0 ma oI 2 � Q t11 0 N m m U � h Q v F it I �w 'c1.CL c%C1 WOOD 8. 00.—. 10040 F001FRL 60ulEVAM RANCHO CIICAMONGA, CA 91730 (909) 960$087 - FAX (909) 9896106 %WN0.?0 0F_ sae w 85-82 5TA/RWA7' DATE 4-5-94 DEMMW 6y — —=l. W . F,, THE IRON SHOP ROOD BipMlL'fiss iala: 5P/RAL rtann�/ os_ ROOD WaglasserAM& *W. wascr SP/RAL msErw 220F_ STAIRWAY mom BS-82 STAIRWAY S BS-82 FCMMMLL 9OULLy^RDTHE RAMC:MO C%AQAWMOA: CA 91730 ¢ 9P lam anai BDUW w RMKYfO CIK.MONG�L G 91730 /RON THE IRON ION SHOP CM Sf —�. w. �79 t9o9� 9e9�e7 - rAX (90i)90P'610p 1909 asa e7 -JIFAX COM 90"106 j 5P/RAL 5TA/RWAY SP/RAL 57-A/RNAY /Q //-/.7-02 I FAN &RATE TREAD TREAD CONNECT/ON DE5/6N COLUM COLLARN ?EFERENGE. STANDARD TREAD DE5/6N FOR 5'-0' DIAM. TO TREAD TO COLLAR 7-0"D/AM 5P/RAL 57A/RWA7'. BY /1V5PEG/T0N I/6" FILLET WELD 57'A/R TREAD WILL NOT DEVELOPE THE FULL SCREW 5TREN6TH OF THE TREAD //8 "STL fL A SGX/ARE-GROOVE WELD FULL /64 3//6 " X /" BAR PENETRAT/ON 5HALL BE U5ED. GRATE ®/ 3/6" 01C ,-7'0/A. ✓ = 300# OR V = ((3 « 21J/2J (4OX1BOJ//44 = .3670-60V. N I � I + _ m BACK STEP „ COLLAR BACK 6GYlGE CRO-55 BAR ® 4" 0/C EA. - ,E Imo, = 10/64" //8"STL ft \OF STEP 3 =0" COLLAR COLUMN TO SET SCREW Vmax = 367# PLANf BEAR/N6'AREAVLE TO 5ET 5GREW / 4 SCREWS l/8" STL $ A = [n(0.203J/2 + e 0../563/2%0.0156 (4J = 0.0352 IN^2 //64 DEPTH 367/0.0352 = 10,430 P5/ t 14,400 P51 CHK 42J #/2 5.D.6.'T.5:M5. 75K5 OR EQUAL (EN6INEERIN6.DATA DIAM= 0.209 MIN ROOT D/AM. = 0./57 M/N. FOR ALUM/NUM A = (0./57) 2 x14 = O.OM4 STRUCTURES BY COMPAR/50N ✓a//ory = O.O/94 X /OKS/ X 2 = 3BB+t 3676 903 I W/5TANDARD Vollaw= (620x6 O.G./I2J X 2 = 620# � BL 367# - R.R-5056 TAE #IL 5TA/R TREAD, ELEVATION USE: 42J #12 5.D.5.77.5.M.5., TEK5 OR EQUAL L.A. cm- R.R. 24029 C NEW TREAD 15 OK. I d /.C.60 R.R. #3056 I i VVMD $p ivaco Wr .6P/RAL :s�afEEewr0w-23 _ I smw 5P/RAL ` SM WL� 5TA/RWAY BS-82 ....r..4, mwsru.i. 5TA/RWAY BSa-c8_ ,oew0 2 DUE 4-5-99 DATE 4-5-99 10040FOOTHILLBOUIEVAM 10040 r+OOTF BOULEVARD FOR THE /RON Fm THE /RON RANCHO CUCAMONGA. CA 91730 (909) 9 7 - FA1C (9M M9,A106 RANCHO CUCAMONGA- CA 91730 (909) 989,=W-.FAX19M 9a"106 SHOP 5P/RAL 5TA/RWAY /Q /1_/2_02 SP/RAL 5TA/RWAY LANDING DE5I6N LANDING DE5/GN 7=0" DIA. 5TA/R /S CRITICAL 7-0" D/A. 5TA/R 15 CR/TICAL � QST/FFENER I � h X, TYP/GAL MAX I aV // 57FEL R15 \ e k 60 DEGREE LAND/NG PLAN e@� D/MENS/ONS TABLE 044M. X=0/2 /" Y=X1_12'_ X12 L/=�(XJ-2" 5=0" 31" 22.0 15.5" 41.8" 34" 24.0" /7.0" 46.0" 37" 26.2" 18.5" 50.3" I 6'-6" 40" 28.2" 20.0" 54.6" 90 DEGREE LAND/NG PLAN ! 7-0" 431" 30.4" 21.5" 56.8" R5FER TO PA6E 24 FOR L7ETA1L5 d A'0TE5 REFER TO PAGE 23 FOR DE7-A/L5 d A107-E5 I X0011 Beglueeeims, Lo.suaiBCT SP/R.4L selnn Z5�- WQQD $ IS& siyecr SP/RAL ��.., 260- a.rN 4. 5TA/RN SYR e5-62 a.rNNr.�v 5rAIP A� 05-62 _iMAOV iJ/YA1' JD➢ID 1000FO(NMI LSOL EVAI;DHCn THE /RON ame ' 4-5-94 �a�o c oo wn THE IRON RANCHO CUCAMONGA. CA 91750 (9M 989,w07 - FAX (909) 909.8106 SHOP cosB®m w. (909) 90912sp - FAX com 90"105 SHOP oem"®w-='. w. i SP/RAL5TA/R*")l SP/RfiL 5TA/RWAY LAND/N6 DE5/6N LAND/N6 255/6N //8 DECK //0 DECK //4" X I L -ox = /6' 5 = /2(/25)2/6 = 0.03 / _ /2(0./25///? = 0.002 L =.506„ N = (279/2)(4.90) = 663+/ fb = 292/0.03 = 9726 < 22 K5/ M = 603(5b.0J/6 6698 ++ /710= 0.046 = LI_S60 (1044) OK fb 6690/(2X./53/ = 2/,606 r 22 K5/ 2)29 E6X0.002 i \2 /NAY ff ACT/ON i 60(2986) 2X /90 U56, l/B" f9- TO SWAN /6"MAX \GONSERV. SOME F/X/7Y ®ENDS. - U5,6, //4" X.2 R/B A5 5H0/1W /N (2) a LAND/N6 PLAN. h 5EE 7REA0 4AAVW5 ED6E(U B" 5 = 0./53�DES/6N L = 44" N = 267+0 (/) h M = 0./2&3(267/44." =. /507- Ile 2-B _ O.O/304(267/(44):3� 0.054 -CON 4ER✓. 1,10R L 2X2X//a fb = /507/0./53 = 97,044 )c5/ e 22 K5/ U5E.. //0" PLATE /'Y/2" EDGE L/P 7N=267 I N = 663 /.33' X //O _ /46 I N = /2 ' )2 =.274 1// /7B* 50.8"(4.40) ( 44" (3.66% WOOD.F -Lw.-' s =r 59 -/RAL mousa 2710- a.o.re..�.o 5 rA/R/ YA Y 65-62 41�flaA )oe w. 1GOO FOOR1a1 BOULEVARDFOR THE /ROA WE 4-5-99 RANCHOCUCAMONGA, CA 91730 (909) 989QB07 - FAX (909) 969-8106 SHOP Dm BY ..�. W . SP/RAL 5TA/RNAY COLUMN OE5/61V f- 450 pE6. )3n0xLt = !!/00/770 2)/4% /25) - QB./7D 2 Pmox BE/m/N6 =(96./7 p 2h2 = 417.09p 2 a = .4244R s R=P/2 M"ax = 49.09 (0.4244/2/0"3 = 10.416013 R�Nbnox = 49.09 O-2 -,1101100)417.04,012 X 2 = 56.9/,0"2 TRY 3' m 5M.. P/PE A = 223/M2 5 = / 72 /N3 r = /.16 hMAX = /2.00' K//r - 124.1 Fo = -7.70,<5/ ® d = 65' R= 2.49', fo = 2.49/223 = /./2 M6J = /0.4/6/65)'3 = 2.86 K A-1- = 2.x6(/2)//.72 = /9.96 K5/ M7.0 = 357K x-smoAls L't' + fo = /9.96 + /./2 = .979 t /.0 OK fb = 357(/2J/2Z3 = /923 At,- Fo 3-6-673-57 9 7070 / CNK. LAT. ON COLUMN EAp S f r/nd = /./3 (/4) (/2161 /O /9. 9 5AY 20 #IF'5F 6�f�BrALLC5TER5 TTl/5/FT= 0.33'+ ((3"A✓6)x6"SPAG/N/6"x"H/ 1-- (4 = 0.33 . //26 +/021 /2/21 Ap 15TMENT FOR 1 144 J b MI rREA125 NOT (2.4)(2 3/ = / 93 PERPEND/GULAR TO RV/NO w /.93 x20 =39 P.L. F. v ✓ = 0.3N N = (TY(7J 2/4 /X /00X /.25 = 48/0 . = 0-3,v 46///2 = /2 PL.F. < 39 H. = 517;112J' 2/6 = 702 )It. = 0.702X/2//.72 = 4.90 K5/ SMB/NED ��O'' /996 + 4.90 /./2 = /05 -.12 = 4/7�/53 O.K �Y 0.66!36/ 9.70 GONNEGT/ON TOP C BTM. P = M/H + ✓ = 3.57/8.75 + 2340 = 4080 + 234 = 642 <e_500 < 96C70 - 55E 5HT. 29 /3l //2" x 4" LAG 2" PEN /N H.F. h" = 3 x 2" x 302= x 0. 7 = /1600 6630 2.340 N/Np, 720 E:O. 3 x 360.y 0.7 = 756 6630 DGY/5LE L A65 ® /NTERMED/A GON5ER✓. 3/a "m LAND/N65 OF.2 STORY WOOD-. Inc. 10040 FOOTHHLLL BOULEVARD RANCHO CUCAMONGA� CA91730 (909) 989Qm7 - FAX (90919898106 ajo= SP/RAL MBET 0 26oF- 5TA/RNAY . Bs -a2 TF/F b47/7M WE 4-5-99 'J WOOD joie. sar�r . a.�yaw.r.r�rwo.►+ -. ... imOFgOMULBp1LL1/ARD RAPK710 C PCAh4ONO^. CA 91730 (90V/9SW2M7 -F X(9M96V•6106 ,W= 5P/RAL UWMX 19a_ 5TA/RWAY 65-62 M t (/OVVAJ (10VIAJ mow. FOR THE IRON WE 4-5 99 SHOP 020" vP/RAL 5rA/RWAY BEAR/N6 PLATE .7 = 5 - /.75 =3.25 A = 78.54//`'2 M = ((325/ 2/.2) PIA M = 52B/ P/A t = 13 llA)o2 ft, a3",P/A COL. OlJ. = 3 1/2" \-10' D/A. /0 //-/2-02 F?i 7- 7- 3-PIA "7"3"D/A COL. OD. = 3 //2" o = 4.949 - / 75 = 320" M =((3101 2/2) PIA A = 49 IN 2 M = 5.12 PIA 57 -A/R D/A. P PIA 1(10VIA-� PIA (7 SaJ M t (/OVVAJ (10VIAJ M (7 s�J t (71-1-0J 5 =0" -- 70k 34.4 1-,-/ 55.0 P51 /b`/`7-1 020" 28/6 " +r 02=551" 5-+6 3?7 4/.6 66.7 ?/9.7 022" 34/5 0275" 6 =0" 38q 4q,5 7q.4 26/.4 024' 4065 0.300' 6 ,6 " 4.56 59.0 93./ 306.3 016 " 476.7 0.325' 7 0' .52!q.,; 67.4 /07.4 .35.5.9 O.2b" .. 5524 0350" SP/RAL 30 _ IWOOD rMl�� OiC. STA/RWA>' 65-62 jam 1OD4D�w'� Fm THE IRON DME4-5-99 R IC"OGK`J1MOP QA, CA 91730 (909)9dV.i7!>Q7-iAX(9ov)96G6106 SHOP Dep®ey-�.w. SPIRAL STA/R.WAY COLUMN 6 =0" LVA. X 24-0" HIGH 5P/RAL 57-A/RWAY (LATERAL SUPPORT LANDING AT /?=09 O.D. COLUMN 2"0-0. 1NNBe TY'.. TREAD "01A. 5ET \ �4" O.D. COLUMN 5 7Z7 DETA/L i PLATE GONNEC77G7V ✓ = 663#'!.650#'(3/6 "m RED -HEAD 5 7t ANCHOR/ SHT27- ! 960# (3/6'O RA V- 572/0. -ANCHOR-1 0 /PE 3 //2" h 4" O.D. D/A. 579. U5E.. /0'0/A. X 1%4"BEAR/N6 PLATE FOR ALL 5TA/R O/A. 7' S0 X //4"BE4R/N6 FLA 7E FOR 5TA/R O/A. OF /O" D/A. X 3/6'BEAR/N6 PLA7E 5' O" . FOR 5TA/R LVA. OF 5'-6 6 =0 =6 ; IV/4-5//6 " D/A. SELF GRILL/N6 J 7=0-166 A 7".S0 X.3/B"BEAR/N6'PLATE - _ REDI`1EAD5 a 4-3/8"12/A. RED READ OR RAWL •5TUD •ANGH025 / 5/B"mn. 6�BID-77777777 1st FLOOR NOTE• BA5E f£ D/ME/,5/0N5 SHOWN ABOVE ARE HIVlMUM3 D/NrENS/ON. CONFIRM ACTUAL BA5E 9 D/MENS/ON U5EP W/TH MANUFAC7Z1RER OR ON APPROVED PLANS =0" W.. X /B" DP. PAD FOOT/NG 5TA/R ELZI, EA0N (' WOOD ,lme... s...r �.r3�.rr3...►r RA ACA)CAMONGA.t 730 (9M989 -2W .FAX(909j 96P6106 saw 5P/RAL- 57A/RWA7' mm No .3/ OF._ roam. 65-62 .'..,W"DInc. a� A1wo a�..r P.O. 10040 FOOTHILL BOULEVARD . R/JJCHOCUC/MAONC-.A.ICA91730 (90719694007 ... -fAX% 0D/9&"106 slue SPIRAL 5TA/RWA'Y s,.rTw -'2oF- Joewa 65-62 DATE4-5-99 0EUGWp BY 4-5-99 I oers®er Fon THE IRON Fan TfdE /RON SHOP SHOP . 5P/RAL 5TA/RWAY COLUMN 2CIE5/GN b'-0 " D/A. X 24' H/GH )-max=/ 110P5F)rI024= 12g.517D2 �ONSER✓E Pmox BEND/NG = (129.59 L2 2)/2 = 64.60 Cl 2 o = 0.4244 R, R = 0/2 2 LE✓EL5� Mmox = 64.60 (10.4244/2/9 3 = 13.75 D 3 FOR.P = 6t -O", Mmax = 2970 # Pmax = 4.67Kx1 = 934 e P/PE 35" OIA X - 5TRON6 (fyM/N = 351<511 + A 4 = 3.66 IN^2 hN1AX 5=5.14/N"3 K= /.O r = /3/" K1/r = (/(12.01/2)//3/ = /09.9 a Fo = 11.67 Fe = 1234 fo = 9.34/3.66 = 254,<51 < //.67 K5/ fa/Fa = X54/11.67 = G. -Z2 -) 0.15 fb = (297(12))/3.14 = 11.35 KS/ 06(35) = 2/.0 K51 Cm fb = 0.2.2 : 40/11.35) = 0.22 - 0.66 Fa (11-1,0/Fe )Fb (1-(25 4/12 541).21 = 0.170 < /.O U5E: PIPE 3.5" 91.4. X - 5TRONG A53 GRADE B SPIRAL 5TA/RWA7' BA5E PLATE 6' DIA. X24'14161H /O" D/A., A= 76.5 /N 2 M = (13 J 212)PIA = 4.--Y/P/A) p P = 7340# PIA = 9340/76.5 = //6.96 P5/ '---5EE COL. DE5168 M = 4.5(/16.96) = 5354 r t =P/6A),-?.-2 = /127,0002 = 0.345"5AY3/6" Moo/ = 2970 +I ✓ 249 # X320 # 5EE COL. DE516N. FOOTING 5IZE L SO/L BRNG - /OOG = 3.06' SAY 36 " SQ. L =9340/1500 = 249 5A -1=6" 50. 30" 50. FOOT/NG 512E q sol/ _ /000x/ 7 = /700 1=5F ✓v = (.25�/700) =25-50# Mu = /700(/5) 2 = 19/3,& or 22,g5C, r s 2 5 = = 5/2 6 mMn = 0.65(5) 15 500 (512) = 53200 22950 "# my = 0.65 (4/•3)2� (/2)(16-2) = e,-200,1 25500 U5E: 10" O/A. X 3/6" BEARING PLA TF W/ (4) 3/6" 01A. READ HEAD OR RAWL 57UO AN6HOR5 AND 36" 50 X 16" DEEP PAG FOOT/NG ® 1000 PSF. B 30" 50. AT 1500 P5F. SO/L. WOOD Rosbaseetwo LC. vAuEcT 5P/RAL aHrw. 330_ SOD lxw- mamT 5P/RAL raw. 34or_ JWAWWA h.ft 5TA/RWAYBc�B2 A -wap. -ft 5TA/R/NAY MD 85-82 iyiw• JO�MD. •ilMi�M or1E 4-5-99 IODWFO 91a1BOUtEVARD RANCHO CUCA&4ONOM. CA 91730 �� 4-x94 W W41O CUCAMONOWA. CA 91730 THE /RON roB THE IRON _ I c9ov� tix (90P) 969 HOP e rrE Evov� 9eaelm980=W i 5P/RAL 57'A/RWAY j BASE PLATE ON 3-//2" SLAB 5P/RAL 5TA/RWA7' I DE5/6N PARAMETERS BASE PLATE ON 3-//2" SLAB MIN/MUM SLAB 7?Y/GKNE55 = 35" 5 =6" D/A. 5TA/R 1'c = 2000 P5/ M/N/MUM P = 3270# MAX/MUM ALLOWABLE 50/L BEAR/N6 = 500 P5F AREA RE022 = 3276>1300 = 6.54 50.PT. D/ O = ((4x6S4Jifr l OS = _Zee'OR 34.6" 3.5" SLAB W/500 PSF 50/L BEAR/NG 4„ phi Mn =Phi (5) ,- t t TR7'28"D/A. PLATE 34.6" i GK /" W/DTH D/A.-4 6 =G" D/A. 5TA/R 5=(/(3.51 23/6 = 204 W-3 4 P - 38900 P h/ mh = 0.65(5) 000 (2.04) L j AREA RE017 = 3890/500 = 7.78 S.F. = 297° max' D = ((4x7.78)/rr,) OS = 3. /4' OR 37.6 " TRY 30" D/A. PLATE kv PS/ D= (((30-4//43(((30-4//43* /0.64/2 + 4 = 3e.5",, 37.8" w = /507 (3.51744 P4. My = (52YL) 2312 6 -6 " D/A. 5TA/R 297 = (5.232)'012 .: .-' ..... D. AREA REO V_ _ 4560/5-00 = c7.•/2 5.F L 2 = 2(297)325 D='((4X9.1211rrJ"O.'5 = 3.41'5A 7' 40.17 Lmax = (2X?97/525J 0.5 =%0.64" 55C 770M TRY 32" D/A. PLA"TE 5=0".9/A. 5TA%R- D 4 =. 39.3 40.9" O.K. - P = 270 5TA/R' AREA READ= 2700/500 =. 54 5.F_-: A = (2p^_2)14 AREA REOV = 5290/500 = /030 S.F. D = ((4 X 5.4//Tr/ :0.5 = 2 62' OR 3/.46 " p = ((4x/OSBV1r0O5 = 3.6 7'5A 7- 44.0" TRY 24" D/A. PLATE 7R7' 38" LVAM.. PLATE P = (((24-4)/4) r /0.64)2 + 4" = 3528" 3/46" OK i D = t1((38-43143 + /0.6432 + 4 = 423 44-0" O_K. 'WOODEA LC_ .13,=-5P/RAL. ,■, .350_ WQOi1. AMC. sssT SP/RAL 9IMTH. 360_ 5TA'/RWY arer•••i. iJMJi� 5TA IRNA 1' 85-02 JOsw. a.o.re,r.r„ ..,a�a181v 110. BS -82 JOB No. 4-5-99 l �dNlrrp�r�Ai+ `f -5- 74 O+s��pl/�rody+ 1000 FOdOr1 SOMEVA M�, +' RANCNDCI%ACNr_A_CAVJ730 KJ THE IRON WE - ICDW F K>IKU DCXaEVAM -RANCMOL{1CAMCNG& CA 91730 Fm THE IRON B►rE ' .(909190N2W7 :-F^X(9M98"106 5H0P O®g®p�.-T' .w. ... (904)90VQOB7-fWX(9M'9o9-B1m 5P/RAL 5TA/RWAY P/RAL 5TA IRNA Y BASE PLATE ON 3-/12" SLAB BASE PLATE ON 3=/12" SLAB GK PLATE TH/GKNE55 32" D/A. 57'A/R PLATE LOAD o = /6"-2" _ 14" 5=O" 24"01A. 27000 M = ((/4 2/23 P/A = 98 (P/AJ 28" D/A. 32700 P - 45600 PLAN 6 =0" 30"01A. 3690# A = 804 50. N. 61-61 32" D/A 45600 PIA = 5.67 P5/ P 7'-O" 38" D/A. 52900 M = 98(5.673 = 555.8"# 0.35/" 5AY 310" 4" G.D. 27,000 0 /(0.375) 3 / - = /2 0.0044 _ (5.67(/4"4/) = /I2" (8x29,66,0.0044) m = ((17")-2121 PIA = /44.5 (,1AJ 30" D/A. I P = 52900 A = //34 50. /N. I M = ((/3 J 212) PIA = 04.5 (PIA) FIA = 4.66 P5/ P = 3090# I M = /44.5 (14.66) = 674"0 A = 707 SO. /N. i 0.366 " SAY l/2" I P/A = 5.50 P5/ fb 17,OOG N, = 464.9 /(0.5) 3 t = 3(5.50)/3 2 = 0.32/" 5.4 i /2 = 0.0/04 27,000 fI (0,29,66x0.0104l I WOOD Bim. LC. r.rar.+n a-r.r.rr.rrtiar+ 1000 FOOT1911000lEVARD RANCHQ CUC AMONGA. CA 91730 (909) 98000 7 - FAX (907) 98"106 5P/RAL 57A/R/NAY BA5E PLATE ON 3-l/2" SLAB 9U,a 5P/RAL OWNG 37a- 5TA/RNA7- 85-82 24" awo 5=6" em 19n THE IRON SHOP camo®sy USE: 28" D/A. m = ((12 ')?/2) P/A = 72.0 (P/A) P = 3270 A = 6/5.7 50. /N. PIA = 53/ P5/ M = 7q2530 = 382.36 t = X53/)/2? 27,000 • :.:•�', �---0.'//;�//B" O.K. m = 4(7091.24?) FIA .P = 2700! A . = 45238 50. W. _ . ,. :.... -/A = 5.97 P5/ t = .9.71/0?'=0-257" 54713/6 270,00.. / = 0.0044 _ (5.97(/0 4)) = 0.06 O.K. (Bx29E6x0.0044) 57 -A/R O/A. PLATP D/A. THICKNESS 5'-0" 24" 3/8" 5=6" 28" 3110" 61-01, 30" 1/2" 6'-b" 32" 1/2" 7=0"w �1 1 112 - W"D2000660941, INC-* sear SP/RAL S. a i-wF 57-A/RWA7' u.rrw• laoo Foolliu BOIiEVARD FCN TLE - IRON P NCMOg/CAMOWA'.CA91730 tMveo-z FAX0M 90"106 SHOP 5P1RAL STA/RWA7- - GHEGK ALUM/NUM OR BRA55 ALLONABLE 57RE55 FbBRA55 = /./7(/8)/165 = 72.76 )5b BRA55 = /?4/40)/10(/ 95) = 25K5/ OR Fb ALUM = /./7(35)/1.65 = 24,6 K5/ 606/-T6 FbALUM = /24(58///0(/ 95) = 24.2K5/ 60461-7-6 WOOD ZoisAmseafta jam, VAJM SP/RAL QWMD 38oF- oM-W~ rr�.nnnr 5TAIRWAY jowl 255-0-2 5TA/RWA'Y Dm 4 5-99 10DO F001VAL BOULEVARD F01 THE IRON THE IRON RAW340 CUCANIOMOA. CA 91730 (90n9GWWM7-FAXNOi)90P6Wb SHOP Ir :'/RAL 57-A/RWAY Fox SHOP HAND/?A/L G/•fEGK ALUM/NUM OR ORA55 �1 GHK. RAIL TO 0/5TR/BME ,1 3/4" X 3/4" X /b 6A. TO TOP HANDRAIL 200 0 TO 4 BALLU57FR5 \ (F = 5C7,<61 M =(200/4)(2//2) + (200/4)(2/ +,211Z 3AL1-41.5TER CONNECT/ON = 525'W + 1575 = 2/00 "o o¢ ACTUAL 57RE55: (15EE5HT:39FOR X05 ALLOWABLE 57RiF41- 5l PLAN l/8 " WALL 5 = 0.098/75 (1-25,)-4) / A = 0.25 X Ile" = 0.03/2 / 112"221A. /5 Po/%w = 0.03/2 X.2. / X 36 K51 = 2.36 5 = 0.098/75 ((/25 0./13 k = 236 ) 28®� USE. //4" N,.B. / //4" D/A. / ib/5" D/A. = 2/00/0./72 HANDRAIL BALLU57P _ /214 K51,, /1.30 B% OVER O.K. PORT/ON OF 200# LOAD W/LL BE 3B" 7RAN9FERRED INTO TREAD AX. AXIAL LOAD THROUGH �- G/RCl/LAR...TEKSJON 8" . • fb'/.25" D/A. = 1%00/0.1/3 - W _ -� - �$pLT _ /B.5B K51 t 24.2 K51 .1/4" WALL 511 - D/A. z //4" TH/GK `/- (1-251 4 (G'. 75)-4 ,0.098!75'(:, / 8" 125 _ .0./67 fb = 2/00 / 0.167 = /258 < 72.76, BRA 55 aw,o 3goF_'... _ :.. WOOD LIC. awes SP/RAL . SHMNO 40 OF- ,�w 85-62 b� 5TA/RWA'Y a� f35-82 DATE 4-5-99 o.....r.rr.r�r.�de. 1000 FOOTHU DOUlEVAURD THE IRON r 4-5-99 �Tn ---'=>. W. : RANCHO CCMIN O6A'. CA 91730 1907) 9d9 20117 . - FAX (004) 98"106 Fox SHOP OR GK 3/4"50X/6&A®H=20" FOAL UM = 1 /7(/6l/I65 = 11.3 < /2.76 3003-H/4 A~ ALUM = /24(/9)// O(/.95) = /2/ < 12.76 3003-H/4 075 n5l GK OAK HANDRAIL 0.63" 5 = 2(/.751 2 /6 = 102/ OAK HAMPRA/L fb = 2/00//.02/ = 2057 - Fb = //5-- x 15 = /725 -.2057 /9X4 OVER O.K. 55 -EF SHT. 38 415E• / 1/4" O.D. X //8"WALL 606/-T6 ALUM OR / 1/2" O.D. X //B" HALL 3003-H/4 ALUM. OR B43-94 5T51. H58 5RA55 OR / 3/4" X 2" OAK H.ANDR.4IL OR 1-1/4" O.D. x //4" WALL 843-44 H58 EiRA55 SPIRAL 57A/RNAY BALL11571ER (Fy = SOKS/) HOLE (0.3/3 J - m M = 50 X 38 = /900' a 5 = 0.7 (0.751 3 - (0.3/3) 31 3/4" 6(0.75) 3/4"X 3/4" ® BOL T HOLE5 = 0.652 Fb = /900/0.0652 = 29./4 K5/ < 50 X. 75 (37.5 K541 GK 3/4"50X/6&A®H=20" P = 50 z M = 50 X 20" _ /,000" a 5 =0.7 O75 3 - O.6 0.63 3 075 = 0.0353 0.63" fb = 1000/0.0353 0. 75" = 2e.33,<51 t 0.6 X 50 (30K5/) U55: 3/4" X 3/4" -SOL 1.0 TO /8" ABOVE TREAD ,1 3/4" X 3/4" X /b 6A. TO TOP HANDRAIL (F = 5C7,<61 3AL1-41.5TER CONNECT/ON m Vo/%w = 0049 X /0K5/ = 4900 .> 286' GK BRN6 ON TREAD 288r A = 0.25 X Ile" = 0.03/2 Po/%w = 0.03/2 X.2. / X 36 K51 = 2.36 8 „ k = 236 ) 28®� USE. //4" N,.B. 236 ° i as SP/RAL 4/ _ �YiOOa bo. 57�� A/RWA r 65-82 rer�.r Okra sOkr��.r.wrr+�rr. VXMDFDOFH1°OYMASZDTHE IRON cm 4-5-9791 POA PONCHO CUCAMONO. CA 91730 Ra (909)930am-FAX(907)98D810e .5d10P RH8®9y W. 5P/RAL 5T4/R'VAr All -1.2-0.2 CW < BALLUSTER FOR 200# VERT /COMP GR/TJ 3r GOMPAR/5ON TO 200+ LATERAL, P= -500 i = 0.75 0.751 - 0.6 0.63 3 = 03/64 - 0./575= 0.283 / 0.753 2 - 0.633 2 /2 0./6.56 -A SUPPORTED Br G/R6ULAR ,/ HANDRAIL K L/r = /.0(345)/0-263 = 134 FA = 6-31 1<5/ Po/%w = 0./656 X 6.32 = /.36 k -A 50 0 USE- BALLU57FR AS NOMP ON F7ZEV/OU5 SHT. CHECK INTERNED/ATE RA/L5 4" O/G (TYPJ 4 = 329" OR 3-2' W = 25 P.S.F. X 4'%/2 = 8.33 R = /3++ M = &--7-MV -2 (/.5) = /26" F 11111 IIT :NIA '-128- -{ f000 ': K. MR. " V = 13#'NOT GR/T^ •: -.' ,a . " ✓ii as iii '` L45),-- A5 0AU415TER 514'k3/4'k/6GAAO061-�PY/ - GdNNECTOR ® :BOTTOM AY/ //4 =20 56REH $ 5//6 " 5ET 56REOV d GONNE6 .TOR 6 TOP AY/+r/0x3/4 SHEET.METAL SGREPY. 'Okla SP/RAL amid 3 cr 57A/RANA7 A� BS -82 o�rr�rrr+�ey. - 70DOiOOrHetDOtilVAIRD TF1E IRON. uaE 6-/6-99 HANCHOA730 .CUgAhMW4GA.C91' - mx (909)909 6)_: :FAXi9W/98"106 - SHOP -r: HALL OR LOAD5 5KOTh'ER5 6UARORAIL 20 P.L.F. 6=6"MAX. OR 6ON5ERVATIVE P = 200# AN7WISRE A1' = 25 P.5.F. TD /NTER14EOIATE RA/L5 6K 1-112 x 1-112,y 0.075 !/4 GAJ 5TEEL 77/BE 2000 MALLOW = O./8066136.00C /000 /000 4396 in. -/b. 3900 in./b. 5/N6LE SPAN U5E. 1-/12 x /-//2 x 0.075 (/a 6A/ TO SPAN 6 =6" MAX. y = 36 K51 WOOD. ftIC. TYP PLAN HORIZONTAL w.rer+r. L = 6.5' W = 20 PL. F. OR P = 2000 2000 Mw = (20(6.5221 /.5 = /260 in. -lb. srrerw• MP = (200(6.5x/21) /4 9 = 300 in. -1b. f Qiv = /6.5/2320 = 650 / 3116 RP = 200/2 = 1000 OR 200= MAX. TOP RAIL. LOAD MEANT = 500(6.5x,/2) = 3900 InI19. 0157R/BUT/ON 6K 1-112 x 1-112,y 0.075 !/4 GAJ 5TEEL 77/BE 2000 MALLOW = O./8066136.00C /000 /000 4396 in. -/b. 3900 in./b. 5/N6LE SPAN U5E. 1-/12 x /-//2 x 0.075 (/a 6A/ TO SPAN 6 =6" MAX. y = 36 K51 WOOD. ftIC. a&= SP/RAL aiwo 42 oc- w.rer+r. 5TAIRN'AY 65-82 srrerw• aro ra...r3�.rrrwrrr RoTHE /RON °14-5-99 aAria�OD�i.HO�wA,ca�9173 H909)9 7 .�lct9o9)900-eme 5HOP ®n -=.W. 5P/RAL STA/RN'Ar 6x6 POST #2 L7 Fc = 475 E _ /.3E6 L = q' -O" FYnox = 7.76 Fc' = 475 !i06�5s� 2 /0///475 = 2./3 _� (1-23 2 _ 2_3 2x0.8 2x0.6� 0.6 = 0.89 F� = 475x0.89 = 423 Po = (5.512 (423) = /2,796# -1 77600 ;: WOOD jpa Okm.6UARPRA/L b_44.v� -100q FOMMUDOUEVAfip THE IRON RANCHOCIlCAtdONGA.CA917W (909) 9691- . -- FAX,-, 909.8106 FM 6(JARDRA/L _ 71v7ERME22/ATE RAIL5 ® 4'016 M/FT = '25 P5F (3% 2 !/51 = 336 /n./b. RIFT =X3/2125 = .38W M/P/GKET = 336 1(12/4,) = //3 in. /b. ® 4"016 R/P/GKET = 38 1(/214) = /30 CK 3/4,r3/4x/6 6A/0.060 L4 NJ 5 = 0.060 (0.0354) = 0.0327 0.065 MALLOW = 0.0327(0.66/(36/ '= 0.778 in.Kip OR 776 in. le. -, //3 in. lb. GKWELO V = /30 NDT GRIT. WELD 116'k/12" USE. 314 k3/4'xOC760 ('16 6A) 5 r55 TUB/N6 ®4 y = 36 K5/, 116" x 112" FILLET WELD TOP f BTM. CONNECT/ON5 HORIZONTAL RAIL TO VERTICAL P = 2000 MAX. GK 0/2 5GREAN ALLOW (Wi:Z2/6i 2 /4) /O K51 = 3660 .1 2000 USE: !// 012 ' 24 545PUPY EA. 601VNEG7-I01V HORIZONTAL TO HALL P = 2000 MAX. GK 422 126 x.2 " N.5. IN H.F W/ 0.120 57EEL PLA TE Z = /520 x 2 = -7040,1.2000 PEN = 7d = 7 x 0.216 = 1.51 WELD O.K. Br 1N5PEC 7 -/OA/ 415E: (2,) 126 x 2" W5. , BRACKET TO WALL 577/D VI , 15-0-0 7-3-0 BALLON FRAME I I on �nnnu nnn�• DNLLVIV 111UMVIC WALL B.O'S 2 22-5-0 �>� B-6-0 to Cheat: RIVERSIDE DEVELOPMENT THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTUAL OR .� ZU>A� t W is m !� V Q a N W W OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS W O TRUSS lz .25 PITCH, OVERHANG 0" X" L2. � Q Z mt O LIGN_TRUSS � m 1 a'I - . CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. DRAG i a O R � u N Q S ll -„I 2 Lt,j V cc yQJ K yW z a o �osE-"2 Z O N mLu .0 A� Drawn By: JOD C FERNEY C. 3388 - - 4 ALIGN TRUSS DRAG=6700# _I rn RQO.F_MOUNTED Al Tr AC S_DRAG-55.00. A3 A4 A4 ALIGN TRUSS -DRAG= 80.0-# A4 -- ---- KA%BALLON-FRAM WALL B.O'S q fV �Q — _I DNLLVIV 111UMVIC WALL B.O'S 2 22-5-0 �>� B-6-0 CITY OF LWQMTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION Q`c% PRRtry `F CID W rn N0. C 37384 - m Exp.6-30-2008 */ sT9T CIVIC CA1-\F' � . 41A (AMERICAN PACIFIC( TRUSS INC. -_RTIFIED INSPECTION IN STRICT ACCORDANCE WITH U.B.C. 2321.3 BY CONTINENTAL INSPECTION AGENCY PREFABRICATED AMERICAN to Cheat: RIVERSIDE DEVELOPMENT THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTUAL OR .� ZU>A� t W !� V Q a N W W OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS W O TRUSS lz .25 PITCH, OVERHANG 0" X" L2. � Q Z mt O uj O Z O W Z 4 CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. Q ® Q a O R � u N Q S ll -„I 2 Lt,j V cc yQJ K yW z a o �osE-"2 Z O N mLu .0 A� Drawn By: JOD C FERNEY C. 3388 CITY OF LWQMTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION Q`c% PRRtry `F CID W rn N0. C 37384 - m Exp.6-30-2008 */ sT9T CIVIC CA1-\F' � . 41A (AMERICAN PACIFIC( TRUSS INC. -_RTIFIED INSPECTION IN STRICT ACCORDANCE WITH U.B.C. 2321.3 BY CONTINENTAL INSPECTION AGENCY PREFABRICATED AMERICAN SHOP DRAWING APPROVAL Cheat: RIVERSIDE DEVELOPMENT THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTUAL OR E Add—s:23 2330AVENIDAHERRERA 523 GARAGE -L1 Job D"':PACIFIC Site Information: OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LA QUINTA, CA TRUSS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL .25 PITCH, OVERHANG 0" BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST T.I.Ftwn.: Fu: • CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. 29150 RIVERSIDE DR. camacl: Set..: W.Fn..w: Fu: caa.n: LAKE ELSINORE• CA. 92530 TEL.: (951) 874-7885 FAX.: (951) 2454156 APPROVAL BY: DATE: ale: Date: NIA 11/8/06 Drawn By: JOD C FERNEY C. 3388 MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 MiTek® USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 Re: 3388 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by American Pacific Truss. Pages or sheets covered bythis seal: R23394463 thru R23394474 My license renewal date for the state of California is March 31, 2007. Tingey, Palmer November 8,2006 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. I � ° I TITLE 24 REPORT I Title 24 Report for: Residence for Michael Garcia Avenida Herrera A.P.N.: 773-264-004 La Quinta, CA. Project Designer: EW -Webb Engineering Inc. 2023 Chicago Ave. Ste. B'-14 Riverside, CA 92507 (951) 788-2050 Report Prepared By: Earl W. Webb EW -Webb Engineering, Inc 6108 Trujillo Way Riverside, CA 92509-6210 t (909) 681-8447 CITY OF � �INTA DEPT. BUILDING & APPROVED FOR CO Job Number: 2006-165c Date: 11/2/2006 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 4.1 by EnergySoft Job Number: 2006-165c User Number: 5550 z TABLE OF CONTENTS Cover. Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1 R Mandatory Measures Summary Form WS -5R Residential Kitchen Lighting HVAC System Heating and Cooling Loads'Summary Room Load Summary 1 2 3 7 9 10 11 L Energypro 4.1 by EnergySoft Job Number: 2006-165c User Number: 5550 Certificate Of Compliance : Residential ft2 (Part 1 of 4) CF -1 R Resedpncp for Michael Project Title Avenida HerreraA Garcia P N 773-204-004 1 Q iinta 0 11/2/2006 Date Project Address 1,850 a Average Ceiling Height: Building Permit # Ennineering' Inc 1.00 (909) 681-8447 _EW-Wehh Documentation Author Telephone Plan Check/Date Complig ceMethod Climate Zone Field Check/Date TDV Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 1.71 2.48 -0.77 Space Cooling 62.19 60.94 1.25 Fans 9.36 11.30 -1.94 Domestic Hot Water 12.03 10.44 1.58 Pumps 0.00 0.00 0.00 Totals 85.29 85.16 0.13 r than Standard: Building Type: (j� Single Family ❑ Multi Family Building Front Orientation: Fuel Type: Fenestration: ❑ Addition ❑ Existing + Add/Alt (W) 270 deg Natural Gas Area: 358 ft2 Avg. U: , 0.34 Ratio: 19.4% Avg. SHGC: 0.33 BUILDING ZONE INFORMATION Zone Name Floor Area Volume HVAC: System 1 R.5ig snn OPAQUE SURFACES Insulation Act. Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Wall_ Wand 311 0 102 R_13 R -n n 270 90 Door None 28 n Son None R-0.0 27n gQ Wall Wood 505 0.102 R_13 R-n_n 180 90 Dooms Mone_ 20 n 50n Nnnp R -n n ' 1 Rn go wall— Woncf_ 3Q.6_ 0 102 —R-13 R-0-0 _9.0 go wall WMd_ 535 0.102 R-13 R-0 0-0_ 9.Q Boot_ Wnnd- i ssn on 2- R -3n R_n n— n 0 Ell Total Conditioned Floor Area: 1,850 ft2 Existing Floor Area: n/a ft2 Raised Floor Area: 0 ft2 Slab on Grade Area: 1,850 ft2 Average Ceiling Height: 10.0 ft Number of Dwelling Units: 1.00 Number of Stories: 1 # of Thermostat Vent Units Zone Type Type Hgt. Area 1 nn Conditioner) Sethack— —2 n/a Gains Condition Y / N Status JA IV Reference Location / Comments New 09-A3 1st Flpor New 28-A4 1 st Floor New 99-A3 1St Floor New 29-A4 1-%LEloor New n9 -A3 1 st Floor New 09-A3 1 qt Flnnr New 01-A17 1stFlnnr EnergyPro 4.1 by EnergySoft User Number: 5550 Job Number: 2006-165c Page:3 of 11 Certificate Of Compliance : Residential (Part 2 of 4) CF -1 R Residence for Michael Garcia 11/2/2006 Project Title Date FENESTRATION SURFACES # Type Area U -Factor' SHGCZ True Azm. Tilt Cond. Stat. Glazing Type Location/ Comments J- l!(indnw Frnnt (W) 40.0 n.sao NFRC: _O.33 NFRC 970 _9D_ New Andersen Permashield 1st Flonr 2 Window Front (W) 21.0 0.340 NFRC 0_33 NFRC 270 90 New Andersen Permashield 1st Floor 3 Window LRight (S) 18.3 0.340 NFRC 0_33 NFRC 180 90 New Andersen Permashield 1st Floor 4 Window Right (S) 40.0 0.340 NFRC 0_33 NFRC 180 90 New Andersen Permashield 1st Floor 5 Window Right (S) 24.0 0.340 NFRC 0_33 NFRC 180 90 New Andersen Permashield 1st Floor 6 L Window WindQh(-Rear Right (S) (E) 24.0 0.340 NFRC 0_33 NFRC 180 90 New 6.0 0.340 NFRC 0.33 NFRC 9.0 20- New Andersen Permashield Andersen PermashieJd 1st Floor 1st Floor 8 Window Rear (E) 24.0 0.340 NFRC 0_33 NFRC 90 90 New Andersen Permashield 1st Floor 3 Window Rear (J 48.0 0.340 NFRC J -3 NFRC 90 90 New 9pdgLs_en_Eeisashie1d 1st Floor 1D 11 12 Window Window Window Rear Left Left (E) (N) (N) 16.0 X340 NFRC 0_U NERC _90 90_ New 'PI 1st Floor 20.0 0.340 NFRC 0_33 NFRC 0 90 New Andersen Permashield 1st Floor 77.0 0.340 NFRC 0_33 NFRC 0 90 New Andersen Permashield 1st Floor 1. Indicate source either from NFRC or Table 116A. INTERIOR AND EXTERIOR SHADING # Exterior Shade Type SHGC 2. Indicate source either from NFRC or Table 116B. Window Overhang Left Fin Hgt. Wd. Len. Hgt. LExt. REA Dist. Len. Hgt, 1 Bug Screen 0.76 8.0 5.0 2.0 0.1 2.0 2.0 2 Bug Screen 0.76 5.0 1.0 2.0 0.1 2.0 2.0 3 Bug Screen 0.76 1.0 12.3 2.0 0.1 2.0 2.0 4 Bug Screen 0.76 -8-0 5.0 10.0 0. 10.0 __10_Q 5 Bug Screen 0.76 4.0 3.0 2.0 0.1 2.0 2.0 6 Bug Screen 0.76 4.0 6.0 2.0 0. 2.0 __U 7 Bug Screen 0.76 1.0 6.0 2.0 0.1 2.0 2.0 8 Bug Screen 0.76 4.0 6.0 2.0 0.1 2.0 2.0 9 Bug Screen 0.76 8.0 6.0 8.0 0.1 8.0 8.0 10 Bug Screen 0.76 4.0 3.0 8.0 0.1 8.0 8.0 11 Bug Screen 0.76 1.0 10.0 2.0 0.1 2.0 2.0 12 Bug Screen 0.76 5.0 5.0 2.0 0.1 2.0 2.0 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 206 None No Insulation 26-A1 New 1st Floor Right Fin 'Dist. Len. Hat. Run Initiation Time: 11/02106 11:33:32 Run Code: 1162496012 EnergyPro 4.1 by EnergySoft User Number: 5550 Job Number: 2006-165c Page:4 of 11 Certificate Of Compliance : Residential (Part 3 of 4) CF -1 R Residence for Michael Garcia 11/2/2006 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type , Eff Type Eff Status Type HVAC System Central Furnace 93% AFUE Split Air Conditioner 14.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? HVAC System Ducted Ducted Attic 4.2 New 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. Rheem 41 VRP50PT Small Gas Kitchen Pipe Ins 1 40,000 50 New 0.65 n/a n/a Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length ft Add 1/2" Control # HP Type 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. REMARKS Whole House 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 Own: gL (pe I Business & Profe sg iond�e) Name: 1r` LJ W Title/Firm: EW -Webb Engineering Inc Address: 2023 Chicago Ave. Ste. B-14 Riverside, CA 92507 Telephone: (951).788-2050 Lic. Z,r.&j (sig re) V I (dAte Enforcement Agency Name: Title/Firm: Address: Telephone: Documentation Author Name: Earl W. Webb Title/Firm: EW -Webb Engineering, Inc Address: 6108 Trujillo Way Riverside, CA 92509-6210 Telephone: (909) 681-8447 (signature) (date) (date) I EnergyPro 4.1 by EnergySoft User Number: 5550 Job Number: 2006-165c Page:5 of 11 1 Certificate Of Compliance Residential (Part4 of 4) CF -1R Residence for Michael Garcia 11/2/2006 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 Idequacy of the special justification and documentation submitted. 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- Plan I Field approved HERS provider using CEC approved testing and/or verification methods and must be reported on the CF -411 Plan Field installation certificate. The HVAC System "HVAC System" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The Cooling System 'Bryant 556AN048-B/350MAV048060" includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. EnergyPro 4.1 by EnergySoft User Number: 5550 Job Number: 2006-165c Page:6 of 11 1 Mandatory Measures Summary: Residential (Page 1 of 2) MF -1R 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 Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE - applicable. N/A DESIGNER 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. ❑ ❑ ❑ § 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 ❑ El ❑ b. outside air intake with damper and control, flue damper and control ❑ ❑X ❑ 2. No continuous burning gas pilot lights allowed. ❑ ❑ ❑ § 150(0: Air retarding wrap installed to comply witf§ 151 meets requirements specified in the ACM Residential Manual. ❑ I ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑ ❑ § 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 ❑ 2 ❑ include CF -6R Form: § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. 1: Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑X ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain ❑ O ❑ 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. ❑ 0 ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or RCCA. ❑ Q ❑ § 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 ❑ Q ❑ insulation 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 150B. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source ❑ ❑ ❑ and 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 4.1 by EnergySoft User Number: 5550 Job Number: 2006-165c Page:7 of 11 Mandatory Measures Summary: Residential (Page 2 of 2) MF -1R ~ 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. Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE - DESCRIPTION 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 return -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 181 B 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 ❑ © ❑ 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 ❑ 0 ❑ duct tapes unless such tape is used in combination with mastic and draw bands. El ® ❑ 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 ❑ 0 ❑ dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ❑ 0 ❑ 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. ❑ 0 ❑ 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 ❑ 0 ❑ 150-C, 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 less than 20 kHz. § 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ X❑ ❑ 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 ❑ 0 ❑ 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. ❑ 0 ❑ 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 ❑ 0 ❑ controlled 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 ❑ 0 ❑ 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 4.1 by EnergySoft User Number: 5550 Job Number: 2006-165c Page:8 of 11 Residential Kitchen Lighting Worksheet WS -5R Residence for Michael Garcia 11/2/2006 Project Title Date At least 50% of the total rated wattage of permanently installed luminaires in kitchens must be in luminaires that are high efficacy luminaires as defined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. High Efficacy Luminaire Type High Efficacy? Watts Quantity Watts, Other Watts Yes No F x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes Nox = or Yes No x = or, Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes N0 x = or Yes No x = or Yes No x = or Total A: 0 B: 0 COMPLIES IF A;)-- B YES ® NO ❑ A EnergyPro 4.1 by EnergySoft User Number: 5550 Job Number: 2006-165c Page:9 of 11' HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Residence for Michael Garcia 11/2/2006 SYSTEM NAME FLOOR AREA HVAC System 1,850 (Number of Systems 1 11 Heating System Output per System 56,000 Total Output (Btuh) 56,000 Output (Btuh/sqft) 30.3 Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sgft) Total Output (sgffrron) Air System CFM per System Airflow (cfm) Airflow (cfm/sgft) Airflow (cfmrron) Outside Air (%) Outside Air (cfm/sgft) Note: values above aiven at ARI conditions 26.0 of 67.6 of Outside Air 0 0 cfm Supply Fan 1545 cfm 67.6 of 47 47 25 467 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM I Sensible Latent CFM I Sensible 1,029 25,191 2,905 811 30,19 0 4,481 3,873 0 0 0 0 0 0 0 0 0 4,481 3,873 34,1531 2,905 37 937 1,545 1,545 Bryant 556AN048-B/350MAV048060 38,123 3,401 56,000 0.84 390.3 AOOO Total Adjusted System Output38,123 3,401(Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am (Airstream Temperatures at Time of Heatina Peak) 67.6 of 105.0 of Heating Coil K Return Air Ducts 4 Supply Air Ducts 102.60F ROOMS 70.0 of DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 111.0/77.6OF 80.7/63.7OF 80.7/63.7OF 55.0/53.6OF O Supply Air Ducts Outside Air 0 cfm Supply Fan Cooling Coil 57.7 / 54.7 of 1545 cfm 42.8% R.H. ROOMS 80.7/63.7 of 78.0 / 62.7 of h Return Air Ducts `i ' EnergyPro 4.1 by EnergySoft User Number: 5550 Job Number: 2006-165c Page: 10 of 11 1 ROOM LOAD SUMMARY PROJECT NAME Residence for Michael Garcia DATE 11/2/2006 SYSTEM NAME HVAC System FLOOR AREA 1,850 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 1stFloor 1st Floor 1 1,029 25,191 2,905 1,029 25,191 2,905 811 30,191 PAGE TOTAL 1 1,029 25,191 2,905 811 30,191 TOTAL 1 1,029 25,191 2,905 811 30,191 EnergyPro By EnergySoft User Number: User Job Number: 2006-165c Page: 11 of 11