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07-3076 (RER) + 15373 (RPL) + 151 (BLCK) + 14454 (SFD)77345 Loma Vista 07-3076 P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: 07-00003076 ff7-7345- LOMA _VISTA 658-200-002- - - REMODEL - RESIDENTIAL LOW DENSITY RESIDENTIAL 22000 Architect or Engineer: 44 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION 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 •1 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 anypplicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 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 doe.&QQLapply to an owner of property who builds or improves thereon, and who contracts oiect ith a con orfs) licensed pursuant to the Contractors' State License Law .l. 1 _ 1 1 am exempt under Sec. B.&P.C. for this son Date:IN I hereby affirm under penalty of perjury that there is a construction ZInWrtg'Me-ncy for th) performance of the work for which this permit is issued (Sec. 3097, Civ. C.). - Lender's Name: Lender's Address: - Owner: STUART LINER 1100GLENDON AVE 14TH FL -LOS ANGELES, CA 90024 (310)500-3626 . Contractor: Owner VOICE '(760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 ------------------ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: - I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number I certify that, in the performance of the work for which th permit is issued, of employ any person in any manner so as to become subject to thew ers' compen tion laws California, and agree that, if I should become subject twork ' c ensati n provisions o coon 3700 of the LabVr6eAQ_Lshall forthwith i omoly with th se orOwsio s. WARNING: FAI RE TO SECURE WORKERS' COMPENS N COVERAG LA FUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL HU ORED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES S 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 void if w k is not co enced within 180 days from date of issuance of such permit, or cess o for 180 days 'll subject permit to cancellation. I certify that I have read this application and state that the abo rma correct. I agree to comply ' 'th all city and county ordinances and state laws retating to build; construction, and reby thorize representati es of this cto enter upon the ove- tione for i ur ose Defe: '"1ou /:' ' ature (Applicant or A c LQPERMIT 7/08 c, Application Number . . . . . 07-00003076 Structure Information INTERIOR REMODEL/V-NR/RES-3 [ENGINEERED] ----- ' Other struct info . . . CODE.EDITION 2001/2004/2005 # BEDROOMS 3.00. Permit BUILDING PERMIT Additional desc . Permit Fee 225.00 Plan Check Fee 146.25 Issue Date Valuation 22000 Expiration Date 7/05/08 Qty Unit Charge Per Extension BASE FEE 45.00 20.00 9.0000 THOU BLDG 2,001-25,-000 180.00 Permit . . . ELECT - ADD/ALT/REM Additional desc . Permit Fee 53.01, Plan Check,Fee 13.25 Issue Date . . . . Valuation / 0". Expiration Date 7/05/08 Qty. Unit Charge Per Extension BASE FEE 15.00 1086.00 .0350 ELEC NEW RES --1 OR 2 FAMILY 38:01 ---------------------------------------------------------------------- - - - - -- Permit . . . MECHANICAL Additional desc - Permit Fee 19.50 Plan Check Fee 4.88 Issue Date Valuation . . . . 0 Expiration Date 7/05/08 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 4.5000 EA MECH VENT INST/ DUCT ALT ------------------------------------------------------------------------- 4.50 Permit . . . PLUMBING Additional desc . Permit Fee 48.00 Plan Check Fee 12-00 Issue Date Valuation 0 Expiration Date 7/05/08 Qty Unit Charge Per Extension BASE FEE 15.00 .5.00 6.0000 EA PLB FIXTURE 30.00 LQPERMIT - - LQPERMIT Application Number 07-00003076 Permit . . . PLUMBING - Qty Unit Charge Per Extension 3.0000 EA PLB WATER INST/ALT/REP 3.00 - - - - -------- -- - ---------- --- - Special Notes and Comments MASTER BED & BATH REMODEL/V-NR/RES-3 [ENGINEERED] THIS PERMIT DOES NOT INCLUDE ANY ADDITIONAL SQUARE FOOTAGE OR ALTERATIONS BEYOND MASTER SUITE. 2001 CBC,.CPC, CMC, 2004 CEC, 2005 ENERGY. January 7, 2008 8:21:46 AM AORTEGA Other Fees . . . . . . ENERGY REVIEW FEE 14.63 STRONG MOTION (SMI) - RES 2.20 Fee summary Charged Paid Credited Due Permit Fee Total 345.51 .00 .00 345.51 Plan Check Total 176.38 .00 00 176.38 Other Fee Total 16.83 .00 .00 1.6.83 Grand Total 538.72 — .00 .00 538.72 LQPERMIT 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 PROPERTY ADDRESS 01-3076 PERMIT NUMBER(S) P.O. BOX 1504 N o ii .15373 Building 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Address ??-' '34 a Loma Vista • Owner Mailing - Address City Zip \ Tel. La -'Qui.f to 92253 Contractor Ca1iforina PC6.1s" a Sos Address.. City Zip Palm Desert 92260 340-9000 State Lic. City & Classif.Ci85102 . Lic. # 359 Arch., Engr., Designer D. Fennel F Address Tela V City (Zip (State r•: Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect: • • SIGNATURE ' DATE. s'•. OWNER -BUILDER DECLARATION - I hereby affirm that I am exempt from the Contractor's License law for the following reason: (Sec. 7031.5,Susiness and Professions Code: Any city or. county which requires a permit to construct, after, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to rile 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 ($500). ❑ 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, Buisness and Professions 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 improvement is sold within one year of completion, the owner -builder will have the burden 01 proving that he did not build or improve for the purpose of sale.) . - O I, as owner of the property, am exclusively contracting with licensed contractors to con- struct 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) (sensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' 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 _ O Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS'COMPENSATIONINSURANCE (This section need not be completed If the permit is for one hundred dollars ($100) valuation •' or less.) I certify that in the performance of the work for which this permit is issued, I. shall not 'employ anyparson in any manner so as to become subject to the Workers' Compensation Laws of California. Dale Owner NOTICE TO APPLICANT.- B, 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. 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. Ttiis is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 160 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 LDING: TYPE CONST. %OCC., GRP. .P. Number ,Legal Description Project Description Pee! -mac _ Infrastructure TOTAL 333.60 REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center,Line Rear Setback from Re a P`r p. 1ne Side Street SetbacK.fro enter rine Side Setback from,p ertq L D e i FINAL DAT( Issued by Validated Validatior Sq. Ft. No. Size Stories No. Dw. Units. New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation .12, 000,01) PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. 93.60 Const. 144.00 Mech. 24.00 Electrical ., 45.00 Plumbing 27.00 S.M.I. Grading Driveway Enc. Infrastructure TOTAL 333.60 REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center,Line Rear Setback from Re a P`r p. 1ne Side Street SetbacK.fro enter rine Side Setback from,p ertq L D e i FINAL DAT( Issued by Validated Validatior CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBINU FEES 1ST FL. SO. FT. ® $ 2ND FL. SO. FT. p POR. SO. FT. ® GAR. SO. FT. ® CAR P. SQ. FT. WALL SO. FT. SO. FT. ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN URINAL WATER PIPING NOTE: Not to be used as property tax valuation ROUGH PLUMB. FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER DUCT WORK GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED GAS (ROUGH) 3� /� 7 LAUNDRY TRAY AIR HANDLING UNIT CFM HEATING (FINAL) KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB BOND BEAM SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/4 c SEWAGE DISPOSAL LUMBER GR. , SO.FT.GAR ® 3/ac HOUSE SEWER FRAMING FINAL INSP. GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLU UNDERGRO � w A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) 3� /� 7 METER LOOP HEATING (FINAL) OTHER APP./EQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM Bss G f� UU .l GRADING cu. yd. $ plus—x$_=$ LUMBER GR. , FINAL INSP. FRAMING FINAL INSP. ROOFING— A 01151 REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS GARDEN WALL FINAL 44 P.O. BOX 1504 }' N o . Building f' 78-495 CALLE TAMPICO Address77—.345 Loma Vista LA QUINTA, CALIFORNIA 92253 ' Owner icc Hwy Mailing Address 3480 Torrance Blv4, #300 CityZip Tel. Tnrrancfa. .98503-..10-548-3990. Contractor _ .5ame', as above Address City i zip,Tel:: BUILDING: TYPE CONST. ''.- OCC: GRP A.P. Number Legal Description • ' Project Description 19:5 ' ,4f 61! -gijrden •*da,1i and 30" of ..4 s 9arde"! 1 -Wk11.;. 'tf. . sf. ' • .. State Lic. City 1 & Classif.. ,t f LIC. # Sq. Ft. No No. Dw. Size - '_.Stories+ • Units • • , ;' . Arch:, Engr., _ Designer New ❑ Add ❑ :• :Alter ❑ •. Repair ❑ : Demolition .❑ Address ; • Tel, t _( City . Zip State Lic. # .. " LICENSED CONTRACTOR'S DECLARATION J 1 hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section , 7000) of.Of sion 3 of the Business and PProffessions Code, and my license is in full force and effect. `L!`.. ..B.A' .v $1GNATURE DATE OWNER -BUILDER DECLARATION' ' I hereby affirm that l am exempt from the Contractor's License Law for the following Estimated Valuation $ '`5 D:425.00 reason: (Sec. 7031.5,13usiness and Professions Code: Any city or county which: requires a ' permit to construct, after, 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 - PERMIT AMOUNT the provisions of the Contractor's License Law; Chapter 9 (commencing with Section 7000) of - - Division 3 or the Business .and Professions Code, or. that. he is -exempt therefrom, "and the basis- L for the Any Section 7031.5 by "any for Plan Chk. Dep. - alleged exemption. violation of applicant a permit ' subjects the applicant to acivil penalty of not more than five hundred dollars (5500)...- Plan Chk. Bal. - p ...0.1, 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, Bulsness and Const.' Professions Code:' The 'Contractor's License Law does not apply to an owner,of property who t.'..:,, - •.fir builds or improves thereon and who. does -such work himself or through his own employees, McCh- ` - - - - provided that such improvements .are not Intended or offered for sale. If, however, thbuilding .e _ - or improvement is sold within one year of completion, the owner -budder, will have the burden - Electrical of proving that he did not build or enprove for the purpose of sale.) b 1, as owner of the property, am exclusively contracting with licensed contractors to con-,. Plumbing strucl the project: (Sec. 7044, Business and Professions Code: The Contractor's. License'Law- does not apply to an owner or property who builds or improves thereon, and who contracts -for - S.M.I. - -.• such projects with`a contractors) jlcensed pursuant to the Contractor's License Law.) - ... Grading O 1• am exempt under Sec. ` - B. & P.C. for this reason - Driveway Enc. Date Owner Infrastructure - WORKERS' COMPENSATION DECLARATION I tiereby affirm that 1 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 .O 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 ($100) - valuation- ' or less.) . I certify that in the performance of the work for which this permit is issued, I shall not ' - employ any pperson in -any manner so as to become subject to the Workers' Compensation Laws of Cat1fornia. Date Owner J ` NOTICE TO. APPLICANT: It, 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. - - WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES IP 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. This is a building' permit when properly filled out, signed and validated, and is -subject to.": expiration it work thereunder is suspended for 180 days: I certify that I have read this. application and state that :the above information is'correcl: I agree to comply with all city and county ordinancesand.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 TOTAL' .•;.' . V REMARKS m 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 INSPECTOR Issued by: Date~ i er Validated by: ' r V Validation: MAY 1 7144 Y— ', CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ 2ND FL. SO. FT. POR. SO. FT. ® GAR. SO. FT. ® CAR P. SO. FT. WALL SO. FT. ® SO. FT. ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN URINAL WATER PIPING NOTE: Not to be used as property tax valuation BONDING FLOOR DRAIN MECHANICAL FEES FORMS WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GAS (ROUGH) GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED OTHER APPJEOUIP. LAUNDRY TRAY AIR HANDLING UNIT CFM TEMP. POLE KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 1 Va c SEWAGE DISPOSAL / � Q � SO.FT.GAR ® 3/ac HOUSE SEWER VENTILATION GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. / BOND BEAM 9` ✓ WATER SYSTEM GRADING cu. yd. $ plus x$ =$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING / � Q � REMARKS: VENTILATION FIRE ZONE ROOFING ' FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATIONISOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SI6NATURESlINITIALS GARDEN WALL FINAL I ' t 4 P.O. BOX 1504 No. 14454 Building 78-495 CALLE TAMPICO +. Address 77-34S ;,6 3 1 Vis' tb LA QUINTA, CALIFORNIA 92253 Owner JCC Home IS _ Mailing •3480 Toirahice .Blvd. i Ste. 300 BUILDING: TYPE CONST. OCC: GRP: - 3 Address 631-810--002 A.P. Number City Zip Tel. - Vat: '29'boat .25237 Torrance-, CA \ .5 0503... (3-10) 5.40-3990 Legal Description ..Contractor y . N-- . y., Project Description Sam& Address _ Santa Rosa- Co,re::_. City Zip. Tel.: State Lic. 22367 City ---t 299. ' & Classif. Lice# ' Sq. Ft. No'•4,Y=. Size 51 02 ' Stories' '.. _ No. Dw.. Units'. Arch.; Engr:,1 ., R... • " " ' " ''Alter •- -, Designer : .;; New ❑ •Add O, El' °- Repair. ❑ •-Demolition,❑ 'Tel. AyaeMe Pts i it , f oii s on®t 2'nclude block Walls , - City Zip (. ` State 3 Lr ©cid.' Lic.#-C1S99$ LICENSED CONTRACTOR'S DECLARATION ',• `. `- i I hereby affirm that I am licensed under provisions of Chapter 9.(commencing with.Section 7000) of Division 3 of the Business Professigns /gb_de,'and and my license is in full force and, - •effect }i",s''e Cr. ,"Zk'C+. f n f fl✓1 . _ ! _5LGNATURE- - "' DATE OWNER -BUILDER DECLARATION ' I hereby affirm that'l am exempt from the Contractors License Law for the following EStlmated'Valuation 1*14 r 15.3 A0, f ,reason: (Sec. 7031:5,Businass and Professions Code: Any city or- county which requires 'a - -_ '• - ., ! permit to construct, after, • lmprove, demofish, . or repair any structure, prior to. its issuance also requires the applicant for such permit to rile a signed statement. that he isdicenAd pursuant, to PERMIT.l : •• AMOUNT the provisions of the Contractor's license taw, Chapter. 9 (commencing with -Section 7000) or Division 3 o! the Business and Professions Code, or that. he- is exempt therefrom,. and'the basis for thealleged exemption. -Any violation' of Section 7031.5 by 'any applicant for a permit. - .., Plan Chk:'Dep: f " 234',00' " subjects the applicant. to'a civil penalty of not more than rove hundred dollars ($500). .. : -. . I, the - Plan Chk Bal.1•', 152. as.owner of 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, Buisness and - Professions Code: The Contractor's. License ' Const. r-1,,:742_.:00 - Law does,not apply, to an owner _of, property who, builds or improves thereon and who does such work himself -or. throughhisown employees,.-., .provided _ Mech.'-.a A Y- • ,/gyp. - 43 y;d1 • = that such 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' Electrical ! - 302.09 ` of proving that he did not build or improve for the purpose or sale.) - Plumbing'- ,0 _. • :O I,,as owner of the property, am exclusively contracting with licensed contractors to con- • struct the project. -(Sec. 7044, Business and.Professions Code: The Contractor's License Law - aw-doesnot S.M.I. - '•. does notapply to an owner of property who builds, or Improves thereon, and. who contracts. for such projects with a contractors) pcensed pursuant to the Contractor's License Law.) .. _ Gradin g-20.00-' ❑ I am-exemptunder Sec. B. & P.C. for this reason Driveway Enc. P OQ _ Date owner Infrastructure 61.000.00 . Arts - in Public -Places. 785.38 WORKERS' 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.. O Certified copy is hereby, furnished. . TOTAL '10,.620.69 10s370.69 CERTIFICATE OF EXEMPTION FROM REMARKS ` WORKERS' COMPENSATION INSURANCE -. s (This section need -not be completed ff the permit is for one hundred dollars (11Do) valuation `or less.) • • - • I certify that in the performance of the work for which this permit, is, issued, d shall not "employ any'person in any manner so as to become subject'to the Workers' Compensation •. .. - ... .. ,. . Laws of California Date Owner •. ' NOTICE TO APPLICANT: N, after making this. Certificate of Exemption you should become _ -ZONE:• - BY: subject to the Workers' Compensation provisions of- the labor Code, -you must forthwith comply with such provisions or this permit shall be deemed revoked. Minimum Setback DlStarlCBS: - - Front Setback from Center Li Rear Setback from Rear Pr in • WARNING: FAILURE TO SECURE WORKERS'COMPENSATION COVERAGE IS UNLAWFUL, AND Side Street. Setbackfro erLin 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,Side Setback from'P Line. DAMAGES AS PROVIDED FORAN SECTION 3706 OF THE LABOR CODE, INTEREST, -AND ATTORNEY'S FEES. This'is a bull permit when properly filled out, signed and validated, and is subject to FINAL DATE ECTOR expiration if work thereunder is.suspended for 180 days: tJ I certify that I have read this application and state that the above information is correct - _ Issded'by Date Perm 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 n V , mentioned property,for Inspection purposes. . • . r - Validated by: . - Signature of applicant —Date'. *:Mailing Address ' Validation: City;'State, Zip 7.. CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBIN1i FES p IST FL. SO. FT. ® $ UNITS ROUGH PLUMB. BONDING 2ND FL. SO. FT. STORAGE TANK YARD SPKLR SYSTEM POR. SO. FT. ® MOBILEHOME SVC. BAR SINK GAR. SO. FT. ® POWER OUTLET ROOF DRAINS CAR P. SO. FT. REINF. STEEL 5 A (A DRAINAGE PIPING WALL SO. FT. DRINKING FOUNTAIN SO. FT. ® FINAL INSP. URINAL ESTIMATED CONSTRUCTION VALUATION $ WATER SYSTEM WATER PIPING NOTE: Not to be used as property tax valuation FINAL INSP. "EJ FLOOR DRAIN MECHANICAL FEES ROOFING WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED FIREPLACE LAUNDRY TRAY AIR HANDLING UNIT CFM SPARK ARRESTOR KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 1 Va c SEWAGE DISPOSAL GARDEN WALL FINAL SO.FT.GAR ® 3Y.c HOUSE SEWER GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR CONb. SOLAR i SETBACK S GROUND PLUMBINGf UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE 3 9f ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWE OR S T ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP.IEOUIP. REINF. STEEL 5 A (A GAS (FINAL) /o TEMP. POLE S GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ _$ LUMBER GR. FINAL INSP. "EJ FRAMING s �' /1 ! FINAL INSP. ROOFING � 3/�� AV/y�jV �y / REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION AX CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESlINITIALS GARDEN WALL FINAL DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated 619-775-3500 Date 3/6/95 1 Type of Permit I La Quinta No. 113334 Permit # Owner Name JCC Homes Log No. 77-345 Street Loma Vista city La Quinta Zip 92253 Study Area 121 APN # Tract # 125237 Lot # 29 Square Footage 1 Type of Development Single Family Residence No. of units 0 Comments Tract 25237 was changes from tract 14496 and is Grandfathered At the present time, the Desert Sands Unified School District does not collect fees on garages/ carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: Under Mitigation Agreement This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 628.00 x or $ 628.00 have been paid to D.S.U.S.D. 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 TCC Homes Telephone 310-540-3990 Name on the check By Dolores A. Ballesteros Superintendent '` t 94, I Fee collected /exempted by Pauline Pearson Payment Received" , � Signature 4, � � f .�_ , t Al ,l .� �� .. . check ,Wow: . ren ' " ..2900 Collector: Attach a copy of county or city plan check application form to district copy°forrall°waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/ Receipt Copy - Accounting The Enc(ave �Ilountain estates HOMEOWNER'S ASSOCIATION ARCHITECTURAL REVIEW COMMITTEE September 30, 1994 Mr. Greg Delgado, President J.C.C. Homes 3480 Torrance Blvd, Suite 301 Torrance, California 90053 Re: Lot 29 Enclave Mountain Estates Dear Mr. Delgado: We acknowledge receipt of three copies of the site plan, roof plan, floor plan, front, rear and side elevations, preliminary landscape plans and one exterior materials color board. The plans are approved subject to: 1. Front elevation - submission and approval of the brick material shown on the plans. 2. Landscape plans: a. Use of some taller specimen of plan material along the right and left elevations to soften the long, straight lines of the house.- b. ouse:b. Show lot drainage on final landscape plans. c. Show irrigation plan on final landscape plan. d. Show lighting plan on final landscape plan. (See CC&R's for additional requirements.) With approval of the City of LaQuinta, and subject to our receipt and approval of the items noted above, construction can start on the house. - THE ENCLAVE MOUNTAIN ESTATES Homeowner's Association Architectural Review Committee By::�C/ Emmanuel . Paradeses ='David V . A. auvre 77-350 r`lvenida Jfentando P.O. Toy 780 • La Quin (a, Cafifornin 92253 JAMES O. WALLACE Agricultural Commissioner Director of Weights & Measures OFFICE OF THE AGRICULTURAL COMMISSIONER P.O. BOX 1089 RIVERSIDE CA 92502-1089 PHONE (909) 275.3000 FAX (909) 2753012 83-612 Avenue 45 Suite 7 Indio, CA 92201 +., (619)863-8291 CALVIN C. KAMINSKAS Assistant commissioner DAN RILEY Sealer, Weights & Measures (909) 27530.'!0 FAX (909) 276-4728 DATE /- Z/ Y CASE NO .Ja C S l l-2 9 y y 14 DEVELOPER'S NAME: ADDRESS: 3 ZRa � ." ool TELEPHONE: 3 SyQ 3 Dear Developer: 7 7 - 3 P 5— After reviewing your landscaping plans, all plant material listed is not in violation of quarantine laws governing the Coachella Valley. If substitutions do occur and they differ from plant material listed, this office must be notified immediately. Thank you for protecting and preserving the Coachella Valley's pest -free environment. aj!�-Z4/�2 Agricultural Commissi cc: Indio and Riverside Office NATIONAL REAL ESTATE 909 592 5240 P.02 J.L.B. ELECTRIC 1023 ASCOT CT SAN DIMAS, CA 91773 (909)599=0155 Load Schedule for La Quinta, Lot, 29, Tract 25237. calculation for a single family residence 5102 Sq. Ft. @ 3watts/Sq. Ft.--------------------------------------- 15.3 KW Total A.C: Load -------------------------------- ----=------------- 19.0 1- Dishwasher ----------------------------------------------------- 1.5 1--Disposal--------------------------------------------------------- 1.0 3 -Small, Appliance -------------------------------------------------- 4.5 1 -Dryer ---------------------------------------------------------- 5.0� 1 -Washer ------------------- ----------------------------------------1.5 1 -Oven ------------------------------------------------------=--9.0 1-Coo)itop/Hood---------------------------- ------------------------1.0 3 -Garage Door Openers ------------------------------------------------ 3.0 3-FAU----------_-------------------------=-- -------------------- 3.0 1 -Spa Tub --------------------------------- ----------------------- 1.5 l -Central Vacuum -------------------------------------------------- 2.0 3 -Future circuits ----------------------------------------------------- Al Total KW 71.8 First 10 kw @ 100 0--------------------10 KW Total A.C. ® 1257 --------------------- 27.0 KW Remainder 0 407--------------------- 15.9 "1 Total -------- 52.9 KW f , 52.9 KW (10100 W/KW) / 240 volts = 220 Amp: Aalk"t4 JAMES L. BROOKES. State Lie. No. 499222 V'V0VN1;INAMVAR A S S 0 C] 'A TE S CONSULTING ENGINEERS STRUCTURAL DESIGN.,, May 5th, 1995 Project:' Single Family Residence For JCC Development Lot #29/The Enclave Mnt. Est. ' La Quinta Re Inspection of Plywood Shear Panels This is to verify that I have inspected the project above on May 2nd, 1995; All plywood shear panels including nailings, framing anchors and drag struts were found to be constructed per approved plans. Sincerely, MOHAM AMVAR Q�OF ESS/O AD A/yV9F2c/ LL,o vrn °G 2 N0.39797 - CIVI TF OF CAI�F�� 3302 W. Sepulveda Blvd. • Suite B • Torrance; CA 90505 • (310) 326-0833 reg NAMVAR A S S O C S AT E S 3238-D W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 CLIENT :R.GOULD & ASSOCIATES JOB#: 94208 JOB :RESIDENCE FOR JCC DEVELOPMENT DATE: 03-30-1995 JOB ADD:LOT #29/ THE ENCLAVE MNT EST., LA QUINTA PAGE: I Calc # 1 STRONG BACK SUPPORTING ROOF (BM 1,8 AISC,8th EDITION) L (Ft)= 20.5 oec�w W (#/Ft)= 23 =111x-1.33 P1 (##)= 2860 Al (Ft to Left Support)= 10.25 Fb USED= 2800 * 1 (CF)* 1 (SF)= 2800 Fv USED= 285 RL= 1665.75 RR= 1665.75 Shear=0 at 10.25 .Ft. From LEFT Support 5.25 x 12 LAM Max. M= 190388.6 in. lb. S REQ'D= 66.99553 IN"3 S= 126 A REQ'D= 8.676316 IN"2 A-- 63 I REQ'D= 530.303 IN"4(L/24.0) I= 756 E USED = 1800000 DFL = .718 In`. F-0VLYVt 12_ — Zrz s S 3�. ',,j,� I.8 41-1. 1, [��`f or 5.25 x 12 LAM 2.0 Calc # 2 HDR SUPPORTING BACK Y4 X (BM 1,8 AISC,8th EDITION) L ( Ft) = 9.5-1 . 5s \ Io�2 t-1 W (#/Ft)= 227 P1 (#)= 1666 Al (Ft to Left Support)= 1.5 ^RQO Fb USED= 1500 * 1.25= 1875 Fv USED= 95 * 1.25= 118.75 RL= 2481.197 RR= 1341.303 Shear=0 at 3.591178 Ft. From LEFT Support Max. M= 47553.12 in. lb. S REQ'D= 25.36166 IN"3 A REQ'D= 29.13118 IN"2 I REQ'D= 73.11905 IN"4(L/240) E USED = 1800000 Q�pv Ess/0 / No A• �9 F� n L' s a :�-i No. 39797 z Jl C I kv�- OF CA��, Z 1'b Z. QD 1_A & 4-K 12- w i 4 x 10 DF#1 S=49.91146 A= 32.375 I= 230.8405 DFL = .15 In. or 6 x 10 ,` 3238—D W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 CLIENT :R.GOULD & ASSOCIATES JOB#: 94208 JOB :RESIDENCE FOR JCC DEVELOPMENT DATE: JOB ADD : LOT 29 /THE ENCLAVE MNT EST., LA QUINTA PAGE: 1/ I'�/ C-4 941 1I (o) P I Fo�S rs �gol,!L -TVh trz4t ,n4i4i gN12- �lyF L_� zT i ->q S� L' �1 j G Ili "c5'1- c^ -5l i 5 1'40 bf?lnG dnTlkli-F 15 lei Z 0 I►O To C--,NN"Li TI -1 o r molt ja. 2 L (r2cNI'C, 012 coNNR- t,Tl o N" SHo wjV ON PLOlv `') 2l0 u ISL q 11n- Q 1� l,. - f 1 pT o'Cttr-- VL- %A/-ol l s uv. r4jm . = C 2,c2.x/1\ A.s. 8 = 210 2 - to, S Zoe c1fi►^- rtiL-- to — c,H6- PII L- s C,'s rl j=o ��)Fn'oh ck1 1kNFL" jot C,c A_ q- 10) vt, L . RDS A Ori VL �?m L 7.o1z, La,. -/ To% = o '0` :�► 11.x, Je-+ ► C �Q Lo r�✓� o� TL-, �oY F."I Cull Cada. ✓! `\p ^�s F,�.. 6� x No. 39797 �jE OF CAI��`� WALMN7AR ASSOC2A7Z]ES 3238-D W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 CLIENT :R.GOULD & ASSOCIATES JOB*: 94208 JOB :RESIDENCE'FOR JCC DEVELOPMENT DATE: 1�,'-94 JOB ADD : LOT 29 /THE ENCLAVE MNT EST., LA QUINTA PAGE: CIO 941 V1,o, FI 1's 116M-(li, L,?,t n1i4La,Fli"L-I�F t_� 6T �x.4-4 5f-c.Tl �, IN r-1057 r -^-sl is 5 1110 05ir?4jT 15 121 z ()'vD 7o czN'41, cT TW o SF.C,?1,N 5r,,= n>; j • j 2 12,: v1y,�p ��.1• j �� '�`fi',L-aL D era 0- `"'/.C�1�17i'f{ (-r2*'.-I l(, 012 CoNNF'-&,TI o N c,) S f4o t,JIV O jv �v � • C4 rzal 7� F : l� 9 •► �, S /y� � s . $ = l (� 9 c� � = '�� /� r �— ci H ✓�- P �v 1. – � ��4t2 1&/ VIP pT o'C1'w w,ol1s a(o"� A► uv. rum = �-z q u 2c,.c = 210 2_ /-I- S 8 Zl OIL- , /6. lo. S G p,VL p- 10 1 v,, v VV D(; A co NIL c— S"7. 1 �1 ) / so plums CIH PSL- S o� ;gin.. ��-�Q�l�►� �ti l�`-� ,��.r.., � j—G Cad¢. env.:✓� �ov r. "i C.11 -0,-,t auF Es.3,on� �cN%D 2 No. 39757 z '' �FOF CAO�� It 1 •,�ev�Q Lo�,.Q �/ Tofu. o 2_��I' S j—G Cad¢. env.:✓� �ov r. "i C.11 -0,-,t auF Es.3,on� �cN%D 2 No. 39757 z '' �FOF CAO�� NAMVAR ASSOCIATES TORRANCE, CA 90505 RESIDENCE FOR JCC DEVELOPMENT LOT 29 / THE ENCLAVE 1. Person responsible for structural design to stamp and sign all structural sheets. -2. Note that drypack shall be in place and subject to inspection prior to pouring the grade beam/slab. ;, Provide details/calcs for all proposed masonry site wall and reference the site plan. NoZ fcJ J I PIq-0. rD Confirm detail at foundation where 4 x10 beam at Living Room supporting ceiling and partial roof loads from kickers can be supported on 3 1/211 slab as shown on foundation plan. /-,dd ?vid utidev cx"CLA ee - /Sc.4, Pkd PIAN. Detail ceiling at the 4 x 10 beam with tie straps t t thrust from roof rafters. SR r3Ic� f,.- dam#- 6. rests Delete all details and references from set that are trot specific to the project. -- `l`ea- �' 7. Provide detail at 3- 1 3/4 x 14 microlams at garage as to what loads it is carrying. Su?PnR-TS KIC-KUZS To RIOL.L= ft7rZ.M. 8. Define in calcs the location of the 2 x 10 ceiling joist � on page 4 of calcs. All u.V Jets -J/"f-,L- Of 060,:1 2I' (uv- r�wvurl a� @ sN'9• Note on drawings that the ceiling joists are not supported by framing drops from roof rafters above or provide for additional loads at roof rafters if they support the 415,. p�.�- s �._ pl&w ceilings at any location along the ceiling joist span. 10. Show method of support and attachment to 2- 2 x 10 Hips (calc #6) at outside free standing column, also show support for the intersecting 4 x 8 and 4 x 10 beams supporting rafters. 4x`+Noyt :. ' Zp a , At Pqp ucL 11. See sheet 6 of calcs, calc 17 calls for 6 x 10 - 4r oP��oN. F"'"''� drawings show 4 x 10. pl e� Kei e CuIL • 9k�w5 4x10 4k (oxlo ti 12. Insure that all exterior beams/headers are desisgned for carrying finish materials. Provide detail of roof construction at beam 14.1. /all he-a,,o/ k dv 5 L-2eLI av-¢- 13. Detail all post beam connections, all beam to beam�Ic connections and rafter to beam connections. 51=L rlG",3. 14 . 15. Show methods of attachment at all ridge beams. h ert�, Provide calcs for all roof diaphragms shown. till di --Pk, 'J/ 1N "''" , % plywo �c 16. Show location and methods for developing all required drag and collector lines to insure the transfer of lateral loads to shearwalls. Clearly indicate load paths and relate them to calcs. NOTE: The plan calls for, at some locations, a double roof rafter over shearwall as a drag, yet the called out detail shows no reference to this as the wall goes up to the plywood. 17. Revise calcs to reflect the actual framing conditions. The diagram in the calcs indicates a load direction F1, yet in the drawings the indicated shear panel type 'A' are 2 different lines separated by 10'. This in reality' tiL U ti C& L4,-cLJ C, tc.. 4f, P O L., rL, 2 h" . � ti ►1.IM w � . I K u� (`I r��,� A�2C7In✓• t%Ga.0 � � e.0� �.C/�0•. - - a �,�I.t,9 C.,�c . ��✓ �',, �1 �L, ,2w� �. LA ►)YZ,ti,,, � would provide smaller loads in the outermost walls and larger loads in the inboard walls. The calcst diagrams and framing plan should reflect the "to be built" condition. Also check Path F2 for'out of line shear panels as for discontinuous path. Is the 4 s 6 beam at the end of 1 panel a drag? Then it needs attachment details for a full path. 18. Check to see that edge or.corner mounted PA straps have p 4", adequate load capacity due to end distances . HFA 2 z v� ✓Klemm 19. Detail the holdowns where 2 PA straps at each post at J�Hn4t 1., - shear panels is required. Note that Simpson has ac„ specific requirements for their holdowns and the shear p;�„ cones in the footing that resists the uplift. v5� HO S,y 20. Indicate attachment members at shear panel ends and callout on plans. ou iL pe--_4-LkedMlA 21. Clarify how the load at F5 is indicated as 2010# - there are 2 steel columns with the applied load to the flagpoles as only 500#. V 1=2010 L"-4_v-a � ��; v�nT� �` �,�>o 22. 'NOTE: Line F6 at indicated shear panel type 'C' —show length of shear panel. Check deflection and callout .. posts.at all shear panels on framing plans. I NAMVAR A S S O C =ATE S 3238-D W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 STRUCTURAL CALCULATIONS FOR RESIDENCE FOR JCC DEVELOPMENT LOT 29/THE ENCLAVE MNT EST. LA QUINTA R.GOULD & ASSOCIATES NOV 16, 94' JOB # 94208 ' NAMVAR ASSCOC=AYES+ - 3238-D W.' SEPULVEDA BLVD. TORRANCE, CA 9050.5 (310) 326-0833 CLIENT :R.GOULD &ASSOCIATES JOB#: 94208 f JOB :RESIDENCE FOR JCC DEVELOPMENT DATE: 11/16/94 JOB ADD:LOT"29/THE ENCLAVE MNT EST., LA QUINTA PAGE: Vertical Load Calculation: PSF Cond. # ( 1) ROOF 41 CONC.TILE. 10 BUILTUP P 1 PLYWOOD' 1 . 5 RF RFTR 2.5 Dead Load = 15 Live Load = 16 Total = 3� Cond. # ( 2) ROOF #2 CONC.TILE 10 BUILT UP 1 PLYWOOD 1.5 INSULATION 1 RF RFTR 2.5 DRYWALL 3 Dead Load = 19 Live Load = 16 Total Cond. # ( 3) CEILING CLG JST5 INSULATION pfESSIO 2 DRYWALL 2.5 �c`O SAD A. V Fti Dead Load= 7 �, r _ m Live Load = 10 a No. 39797 Total CIV1�-. qTf OF C Nt�Fp� NAMVAR A S S O C S A T E S 3238-D W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 CLIENT :R.GOULD & ASSOCIATES JOB :RESIDENCE FOR JCC DEVELOPMENT JOB ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA Cond. # ( 4) EXT.WALL STUCCO 10 STUD INSULATION 1 DRYWALL 3 Dead Load _ 15 Live Load = 0 Total = 15 Cond..# ( 5) INT.WALL DRYWALL 3 STUD 1 DRYWALL 3 J Dead Load = 7 Live Load = 0 Total = 7 JOB#: 94208 DATE: 11/16/94 PAGE: 2 I2 I2 51�� Fzn (,I, 11'r ID, Is K X2, f LOW1010 ro -T!.�� NAMVAR A S S O C =AYE S 3238-D W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 CLIENT :R.GOULD & ASSOCIATES JOB#: 94208 JOB :RESIDENCE FOR JCC DEVELOPMENT DATE: 1,1=16-1994 JOB ADD:LOT'29/THE ENCLAVE MNT EST., LA QUINT'A PAGE: "3 Calc 4.1 RF RFTR 16"OC (6M 1 AISC,8th EDITION) L (Ft)= 16 W (#/Ft)= 41 / Fb USED= 1450 " " Fv USED= 8.5 RL= 328 RR= 328 Shear=0 at 8 Ft. From LEFT Support 2 x 8 DF#2 elu'at-, Max.,M= 15744 in. lb. S REQ'D= 10.85793 IN"3 S= 13.14063 A REQ'D= 5.351103 IN"2 A= 10.875 I REQ'D= 47.232 IN"4(L/240) *I= 47.63477- E USED = 1600000 DFL = .793 In. Calc # 1.1 RF RFTR C 16"OC (TYP) (BM 1 AISC,8th EDITION) W (#/Ft)= 41 Fb USED= 1450 --- Fv USED= 85 RL= 225.5' RR= 225.5 Shear=0 at 5.5 Ft. From LEFT Support2 x, 6 DF42 eilu�C' Max. M= 7441.5 in. lb. S REQ'D= 5.132069 IN"3 S= 7.5625 A REQ'D= 3.647794 IN"2 A= 8.25 I REQ'D= 15.34809 IN"4(L/240) I= 20.79688 E USED = 1600000 DFL =..405 In. I2 I2 51�� Fzn (,I, 11'r ID, Is K X2, f LOW1010 ro -T!.�� r , NAMVA R A S S O C S A T E S 3238-D W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 CLIENT :R.GOULD & ASSOCIATES JOB :RESIDENCE FOR JCC DEVELOPMENT JOB ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA Calc # 2 CLG 6M•@ GARAGE (8M 1 AISC,8th EDITION) L (Ft)= 18.5 �y�JA ��,L-�9rZj4- W (#/Ft)= 627 Fb USED= 2800 * .9870112 (CF)* 1 (SF)= 2763.631 Fv USED= 285 RL= 5799.75 'RR= 5799.75 Shear=0 t 9 25 F JOB#: 94208 DATE: 11-16-1994 PAGE: 4 a t. From LEFT Support ..5.25 x 13.5 LAM Max. M= 321886.1 in. lb. S REQ'D= 116.4722 IN -3 S= 159.4688 A REQ'D= 27.225 IN"2 A= 70.875 I REQ'D= 992.4822 IN"4(L/240) I= 1076.414 E USED = 1800000 DFL = 852 In. Calc # 3 CLG JST @ 16"OC (8M 1 AISC,8th EDITION) L (Ft)= 21 W (#/Ft)= 23 Fb USED=. 1450 Fv USED= 85 RL= 241.5 RR= 241.5 Shear=0 at 10.5 Ft. From LEFT Support Max: M= 15214.5 in. lb. S REQ'D= 10.49276 IN"3 A REQ'D= 4.016544 IN"2 I REQ'D= 59.90709 IN"4(L/240) E USED = 1600000 or 5.25 x 13.5 LAM 4 m�2.41 : LA -i 2 x. 10 DF#2 e, I(p'� S= 21.39063 A= 13.8.75 I= 98.93164 DFL .635 In. ' NAMVAR ASSOCIATES ` 3238-D W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833. CLIENT :R.GOULD & ASSOCIATES JOB :RESIDENCE FOR JCC DEVELOPMENT'- JOB EVELOPMENT.JOB ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA Calc 4 4 CLG JST @ 16"OC (SM 1 AISC,8th EDITION) L (Ft)= 17 W (#/Ft)= 23 Fb USED= 1450 --- Fv USED= 85 RL= 195.5 RR= 195.5 Shear=0 at 8.5 Ft. From LEFT Support Max. M= 9970.5 in. lb. S REQ'D= 6.876207 IN"3 A REQ'D= 3.263971 IN"2 I REQ'D=.31.78097 IN"4(L/240) E USED = 1600000 Calc # 5 CLG 6M @ M.8RM JOB#: 94208 DATE: 11-16-1994 PAGE: 5 2 x 8 DF#2 e IIDI4N S= 13.14063 A= 10.875. I= 47.63477 DFL = .567 In. (8M 1 AISC,8th EDITION) L ( F t) = 18.5 W (#/Ft)= 513 sl / Fb USED= 2800 * .9755352 (CF)* 1 (SF)= 2731.499 Fv USED= 285 RL= 4745.25 RR= 4745.25 Shear=0 at 9.25 Ft. From LEFT Support 3.5 x 15 LAM Max. M= 263361.4 in. lb. S REQ'D= 96.41644 IN"3 S= 131.25 A REQ'D= 21.9375 IN"2 A=,52.5 I REQ'D= 812.031 IN"4(L/240) I= 984.375 E USED = 1800000 DFL = 763 In �vS...285 �• 8 . , �,� ��2•° °' _ = X30 8 �iy`� �= 2•° IS (P 2•° . or ..3.5 x 15 LAM S_l14 X96.'4 NAMVAR A S S -O C =ATE S 3238-D W: SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 CLIENT :R.GOULD & ASSOCIATES JOB#: 94208 JOB :RESIDENCE FOR JCC DEVELOPMENT DATE: 11-16-1994 JOB ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA PAGE: 6 Calc 4 6 HIP @ M.6RM (BM 1 AISC, 8th EDITION) L (Ft)= 11 W (#/Ft)= 248 Fb USED= 1250 "" Fv USED= 85 RL= 1364 RR= 1364 Shear=0 at 5.5 Ft. From LEFT Support Max. M= 4.5012 in. lb. S REQ'D= 36.0096 IN"3 A REQ'D= 20.69706 IN"2 I REQ'D= 92.83724 IN"4(L/240) E USED = 1600000 a 4 x 10 DF42 S= 49.91146 A= 32.375 . I= 230.8405 DFL = .221 In. Ss -A, � r 2s 4 Calc # 7 HDR @ M.8RM SUPPORTING HIP (BM 1,8 AISC,8th EDITION) L (Ft)= 9 �B.Cj r2 792. W >(#/Ft)= 140 P1 (4)= 2728 Al (Ft to Left Support)= 6 Fb USED= 1.1500 * 1.25= 1 875 �I: C� ( r 22d I /4) , 1 Fv USED= 95 * 1.25= 118.75 \ l�-1 RL= 1539.334 RR= 2448.667 Shear=0 at 6 Ft. From LEFT Support Max. M= 80592.02 in. lb. c RE 'D- 4 x 10 DF#1 Q - 42.98241 IN 3 S= 49.91146 A REQ'D= 29.56736 IN"2 A='32.375 I REQ'D= 101.5437 IN"4(L/240) I= 230.8405 E USED = 1800000 DFL = .197 In. or 6 x 10 NAMVAR A S S O C= A T E S 3238-D.W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 CLhENT :R.GOULD & ASSOCIATES JOB :RESIDENCE FOR JCC DEVELOPMENT JOB ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA Calc # 8 CLG SM•@ALCOVE @ LIV.RM JOB#: 94208 DATE: 11-16-1994 PAGE: 7 (SM 1 AISC,8th EDITION) L (Ft)= 12 W (#/Ft)= 310 : C ��✓Z%-, Fb USED= 1500 *.1.25= 1875 Fv USED= 95 RL= 1860 RR= 1860 Shear=0 at 6 Ft. From LEFT Support 4 x 10 DF#1 Max. M= 66960 in. lb. S REQ'D= 35.712 IN"3 S= 49.91146 A REQ'D= 25.5954 IN -2 A= 32.375 I REQ'D= 133.92 IN"4(L/240) I= 230.8405 E USED =,1800000 DFL = .348 In. or 6 x 8 -IT L Calc 4 9 VALLEY @ ALCOVE @ LIV RM (SM 2 AISC,8th EDITION) I I L (Ft)- W _ (Total 17.5 #) = 209 2096 � � Fb USED= 1250 2� ) / Fv USED= 85 RL= 698.6667 RR= 1397.333 Shear=0 at 10.0975 Ft. From LEFT Support 4 x 10 DF#2 Max. M= 56472.53 in. lb. S REQ'D= 45.17802 IN"3 S= 49.91146 A REQ'D= 24.65882 IN"2 A= 32.375 I REQ'D= 180.8001 IN"4(L/240) I= 230.8405 E USED = 1600000 DFL = .685 In. 11Rj (i Com) 2 X I o z- 0 NAMVAR A S S O C =ATE S 3238-D W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 CLIENT :R.GOULD & ASSOCIATES JOB :RESIDENCE FOR JCC DEVELOPMENT JOB ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA- Calc # 10 CLG:BM @ LIV.RM (6M 1,8 AISC,8th EDITION) L (Ft)= 15.5 W (#/Ft)=242.5 "C"2 P1 (#)= 1988 /14W Al (Ft to Left Support)= 10 P2 (#)= 2795 A2 (Ft between P1 & P2)= 4.5 Fb USED= 2800 * 1.014932 (CF)* 1 (SF)= 2841.811 Fv USED= 285 RL= 2765.117 RR= 5776.633 c - JOB#: 94208 DATE: 11-16-1994 PAGE: 8 ear at 10 Ft. From LEFT Support 5.25 x 10.5 LAM Max. M= 186314.1 in. lb. S REQ'D= 65.56174 IN"3 S= 96.46875 A REQ'D= 29.4461 IN"2 A= 55.125 I REQ'D= 449.3723 IN"4(L/240) I= 506.461 E USED = 1800000 Max. M= 108375 in. lb. DFL = .687 In. or 5.25 x 10.5 LAM %�x I I g �M �- Calc # 10.1 HDR @ LIV.RM SUPPORTING #10 As+1 (BM 1 , 8 RISC, 8th EDITION) L (Ft)= 12.5 W (#/Ft)= 20 P1 (#)= 2765 Al (Ft to Left Support)= 6.25 Fb USED= 1800 * 1.25= 2250 Fv USED= 95 RL= 1507.5 RR= 1507.5 Shear=0 at 6.25 Ft. from Left Support 4 x 10 SS Max. M= 108375 in. lb. S REQ'D= 48.16667 IN"3 *S= 49.91146 A REQ'D= 23.55921 IN"2 A= 32.375 I REQ'D= 182.5781 IN"4(L/240) I= 230.8405 E USED = 1800000 DFL '= .494 In. or 6 x 10 NAMVAR A S S O C =ATE S 3238-D W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 CLIENT :R.GOULD & ASSOCIATES JOB :RESIDENCE FOR JCC DEVELOPMENT JOB ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA Calc '# 11 CLG:BM @ LIV.RM GLCa (BM 1 AISC,8th EDITION) W (#/Ft)= 318 - l Fb USED= 1500 Fv USED= 95 RL= 1987.5 'RR= 1987.5 Shear=0 at 6.25 Ft. From LEFT Support Max. M= 74531.25 in. lb. S REQ'D= 49..6875 IN"3 A REQ'D= 27.51119 IN"2. I REQ'D= 155.2734 IN"4(L/240) E USED = 1800000 Calc # 12 BM @ _L_I V . RM/FOYER (BM 1 AISC,8th EDITION) L (Ft)= 9 W (#/Ft)= 461`( f Fb USED= 1500 2p•I,� Fv USED= 95 RL= 2074.5 RR= 2074.5 Shear=0 at 4.5 Ft. From LEFT Support Max. M= 56011.5 in. lb. S REQ'D= 37.341 IN"3 A REQ'D= 27.14441 IN"2 I REQ'D= 84.01725 IN"4(L/240) E USED = 1800000 JOB#: 94208 DATE: 11716-1994 PAGE: 9 1'',,k +x 12* l 4 x 10 DF41 *S= 49.91146 A= 32.375 I= 230.8405 DFL = .42 In. or 6 x 10 4 x 10 DF#1 S= 49.91146 A= 32.375 I= 230.8405 DFL = .163 In. or 6 x 8 NAMVAR A S S O C 2 A T E S 3238-D W. SEPULVEDA-BLVD. TORRANCE, CA 90505 (310) 326-0833 CLIENT :R.`GOULD & ASSOCIATES JOB :RESIDENCE FOR JCC DEVELOPMENT' JOB ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA Calc # 13 CLG.-JST_@ LIV.RM @ 16"OC (8M 1 AISC,8th EDITION) L (Ft)= 20 ( W (#/Ft)= 23 Fb USED= 1450 --- Fv USED= 85 RL= 230 RR= 230 Shear=0 at 10 Ft. From LEFT Support Max. M= 13800 in. lb. S REQ'D= 9.517241 IN"3 A REQ'D= 3.813603 IN"2 I REQ'D= 51.75 IN"4(L/240) E USED = 1600000 Calc # 14 HDR @ LIV.RM C (8M 1 AISC,8th EDITION) Ids � L (Ft)= 9.5 r I W (#/Ft)= 520 \ Z 2. �Zo2. +�SxBI Fb USED= 1500 * 1.25= 1875 Fv USED= 95 * 1.25= 118.75 RL= 2470 RR= 2470 Shear=0 at 4.75 Ft. From LEFT Support Max. M= 70395 in. lb. S REQ'D= 37.544 IN"3 A REQ'D= 26.13684 IN"2 I REQ'D= 111.4588 IN"4(L/240) E USED = 1800000 or JOB#: 94208 DATE: 11-16-1994 PAGE: 10 2 x 10 DF42 S= 21.39063 A= 13:875 I= 98.93164 DFL = .523 In. 4.x 10 DF#1 S= 49.91146 A= 32.375 I= 230.8405 DFL = .229 In. 6 x 8 • NAMVAR A S S O C 2 A T E S 3238-D W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 CLIENT :R.GOULD & ASSOCIATES JOB :RESIDENCE FOR JCC DEVELOPMENT JOB ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA Calc # 14.1 BM' OVER' VERANDA (BM 1 AISC,8th EDITION) W (#/Ft)1. 18219 %(,-�'5P,✓8� Fb USED= 1500 * 1.25= 1875 Fv USED= 95 RL= -1971 RR= 1971' Shear=0 at 9 Ft. From LEFT Support Max. M= 106434 in. lb. S REQ'D= 56.7648 IN"3 A REQ'D= 28.45559 IN"2 I REQ'D= 319.302 IN"4(L/240) E USED = 1800000 Calc # 15 CLG BM @ DIN.RM JOB#: 94208 DATE: 11-16-1994 PAGE: 11 4 x 12 DF#1 S= 73.82813 A= 39.375 I= 415.2832 DFL = .691 In. or 6 x 10 (BM 1,8 AISC,8th EDITION) L (Ft)= (#/Ft)= 15.5 �1-1dI.t'-'-') r�a 23 ' (s, 2 ✓ `i le8 A'IB.c;W 1 / C P1 (#)= 3100 Al (Ft to Left Support)= 10.5 Fb USED= 1500 * 1.25= 1875 Fv USED= 95 RL= 1.178.25 RR= 2278.25 Shear=0 at 10.5 Ft. From LEFT Support 4 x 12 DF#1 Max. M= 133245 in. lb. S REQ'D= 71.064 IN"3 *S= 73.82813 A REQ'D= 35.63191 IN"2 A= 39.375 I REQ'D= 272.3588 IN"4(L/240) I= 415.2832 E USED = 1800000 DFL = 5080001 In. or 6 x 10 NAMVAR A S S O C 2 A T E S 3238-D W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 CLIENT :R.GOULD & ASSOCIATES JOB :RESIDENCE FOR JCC DEVELOPMENT JOB ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA Calc # 16 BM @' DIN/LIV RM (6M 1,8 AISC,8th EDITION) L (Ft)= 8.5 W (#/Ft)= 132 �� 1°'�S S� ) jov✓ P1 (#)= 2100 Z pise Al (-Ft to Left Support)= 2 �S S Fb USED= 1500 * 1.25= 1875 Fv USED= 95 * 1.25= 118.75 RL= 2166.882 RR= 1055.118 Shear=0 at 2 Ft. From LEFT Support Max. M= 48837.18 in. lb. S REQ'D= 26.04649 IN"3 A REQ'D= 26.08588 IN"2 I REQ'D= 58.50233 IN"4(L/240) E USED = 1800000 Calc # 17 CLG BM @ DIN RM (BM 1,8 AISC,8th EDITION) L (Ft)= 20.5 W (#/Ft)= 23 %�In✓�.''�'�� y I�L20 P1 (#)= 2167 Al (Ft to Left.Support)= 15.5 Fb USED= 1500 *-1..25= 1875 Fv USED= 95 RL= 764.2866 RR= 1874.213 Shear=0 at 15.5 Ft. From LEFT Support Max. M= 109002.8 in. lb. S REQ'D= 58.13484 IN"3 A REQ'D=.29.31291 IN"2 I REQ'D= 299.0694 IN"4(L/240) E,USED = 1800000 JOB#: 94208 DATE: 11-16-1994 PAGE: 12 4 x 10 DF41 S= 49.91146 A= 32.375 I= 230.8405 DFL = ..107 In. or 6 x 8 4.x 12 DF#1 S= 73.82813 A= 39.375 I= 415.2832 DFL = .738 In. or 6 x 10 NAMVAR A S S O C 2 A T E S 3238-D W. SEPULVEDA BLVD. TORRANCE,'CA 90505 (310) 326-0833 CLIENT :R.GOULD & ASSOCIATES JOB#: 94208 JOB', :RESIDENCE FOR JCC DEVELOPMENT DATE: 11-16-1994 JOB ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA PAGE: 13 Calc # 17.1 HDR•@ DIN.RM_SUPPORTING RIDGE (BM 1,8 AISC,.8th EDITION) L (Ft)= 9 W (#/Ft)= 20 101 P1 (#)= 1953 Al (Ft to Left Support)= 4.5 Fb USED= 1500 * 1.25= 1875 V'�7E 4)eIC) I Fv USED= 95 RL= 1066.5 From LEFT Support RR= 1066.5 x 10 DF#1 Shear=0 at 4.5 Ft. From LEFT Support 4 x 8 DF#1 Max. M= 55161 in. lb. 49.91146 S REQ'D= 29.4192 IN"3 *S= 30.66146 A REQ'D= 16.64868 IN"2- A= 25.375 I REQ'D= 66.9222 IN"4(L/240) I= 111.1478 E USED = 1800000 x 8 DFL = .27 In. or 6.x 8 Calc 4 18 CLG SM @ KITCHEN (BM 1,8 AISC,8th EDITION) L (Ft)= 15 W (#/Ft)= 23y P1 (#)= 1511 r I ✓ d Al (Ft to Left Support)= 10.5 Fb USED= 1500 * 1.25= 1875 Fv USED= 95 RL= 625.8001 RR= 1230.2 Shear=0 at 10.5. Ft. From LEFT Support 4 x 10 DF#1 Max. M= 63636.31 in. lb. S REQ'D= 33.93936 IN"3 S= 49.91146 A REQ'D= 19.14427 IN"2 A= 32.375 I REQ'D= 128.4569 IN"4(L/240) I= 230.8405 E USED = 1800000 DFL = .417 In. or 6 x 8 NAMVAR' A S S O C 2 A T E S 3238-D W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 .CLIENT :R.GOULD & ASSOCIATES JOB :RESIDENCE FOR JCC DEVELOPMENT JOB ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA JOB#: 94208 DATE: 11-16-1994 PAGE: 14 Calc # 19 HDR @':KITCHEN SUPPORTING 418 (BM 1,8 AISC,8th EDITION) L (Ft)= W (#/Ft)= 6 285 t (, -%I�I`'�/2�'-1dI�12 P1 (#)= 626 Al (Ft to Left Support)= 3 2Le-0 Fb USED= 1500 1.25= 1875 Fv USED= 95 RL= 1168 RR= 1168 Shear=0 at 3 Ft. From LEFT Support 4 x 6 DF#1 Max. M= 26658 in. lb. S REQ'D= 14.2176 IN"3 S= 17.64583 A REQ'D= 16.3796 IN"2 A= 19.25 I REQ'D= 24.4044 IN"4(L/240) I= 48.52605 E USED = 1800000 DFL = .15 In. or 6 x 6 Calc 4 20 RIDGE @ BREEZEWAY (BM 1 AISC,8th EDITION) L (Ft)= 9.5 525 \\\ W (#/Ft)= 438 o C Fb USED= 1500 * 1.25= 1875 / Fv USED= 95 RL= 2080.5 RR= 2080.5 Shear=0 at 4.75 Ft. From LEFT Support Max. M= 59294.25 in. lb. S REQ'D= 31.6236 IN"3 A REQ'D= 27.51908 IN"2 I REQ'D= 93.88256 IN"4(L/240) E USED = 1800000 4 x 10 DF41 S= 49.91146 A= 32.375 I= 230.8405 DFL = .193 In. or 6 x 8 NAMVAR A S S O C SATES 3238-D W. SEPULVEDA BLVD. r TORRANCE, CA... 90505 '(310).3i6-0833 CLIENT :R.GOULD & ASSOCIATES JOB#: 94208 JOB ' :RESIDENCE FOR JCC DEVELOPMENT DATE: 11/16/94 JOB ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA PAGE: 1 s LATJ',RAL DESIGN, SEISMIC FACTOR; -PER U.B.C. 2312 (e) 2 Z I C V_------- x W Rw j Z = SEISMIC ZONE FACTOR = .4 (PER TABLE 23-I, ZONE 4) I = IMPORTANCE FACTOR = 1.0 (PER TABLE 23-L, OCCUPANCY REQUIREMENT) C = NUMERICAL COEFFICIENT < 2.75 (PER 2312 (e) 2"A, MAX USED). Rw NUMERICAL COEFFICIENT = 6 (PER TABLE 23-0, BRG WALL SYSTEM) .4 x 1.0 x 2.75 V= ------------- .183 W --- x W 6 ' G l -L9 • CA -Ll. �_xT t..,iL lM• j_iL 1 1. liatt fkl- z NAMVA R A S S O C 2 A T E S 32.38-D W. SEPULVEDA BLVD. TORRANCE,"CA 90505 (310) 326-0833 CLIENT :R.GOULD &.ASSOCIATES JOB ':RESIDENCE FOR JCC DEVELOPMENT JOB ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA JOB#: 94208 .DATE: 11/16/94 PAGE: lA 4 NAMVAR ASSOC=AT°ES 3238=D.W.:SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 IE_NT-:R.GOULD & ASSOCIATES JOB#: 941208 " JOB .:RESIDENCE;FOR JCC DEVELOPMENT DATE: 11/16%94 JOB ADD:L6T'29/THE ENCLAVE MNT EST., LA QUINTA- PAGE: �a1� �L bLSI�I�J �I = p g °C `( 9 �Z g s $'1 C9�o ----. , S (, z� �• Sl �'� 4• i �'-) CD 010 2 z 1�r - v-5 ice. �x-�.,� owrD S sz 1a�->14L. JIL �_ 2,e of 4 -oil Jv 1. bT vr� 45 8/2 \ 2, ¢ b'�'2 1 X.�j. 8 - 8 I i �, �.5, . 5 ct /`f F^ xko�1 P"7 �•y = Z I d � R �y d � • 8 = 54 20 _. � ��i �.lV ►J 1451a— M ILS. C � /AT "Ob a Ft pc+L O T NAMVAR ASSOC=AYES 3238—D'W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 CLIENT :R.GOULD & ASSOCIATES JOB "° •::RESIDENCE'FOR JCC DEVELOPMENT JOB ADD:LOT-'2.9/THE ENCLAVE MNT EST., LA QUINTA C-4(Zal.�iZ s oo Fc, = C22of 2(o/2) •t t:5. 8-.z. I U hof H 1 JOB#: 94208 DATE: 11/16/94 PAGE: i8 4A nrt U 41 G �hL-irT- CI�o�G1 � l� — `I��lot 22�1� ,�'ij.S� � r � I ►� J S z. NAMVAR A S S O O =ATE S 3238-D W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 CLIENT :R GOULD & ASSOCIATESJOB#: 94208 JOB' :RESIDENCE FOR JCC DEVELOPMENT DATE: 11/16/94 JOB ADD*:LOT'29/THE ENCLAVE MNT EST., LA QUINTA PAGE: IGj STEEL COLUMN CANTILEVERED FROM CONCRETE GRADE BEAM CALC #.F5 / LATERAL LOAD ALONG GARAGE COLUMN DESIGN TOTAL OF 2 COLUMNS MAX AXIAL LOAD = 500 + 160 = 660 LBS V 1 = 2010 LBS H 1 = 8 FT MAX M = 8040 FT LBS W6X20 P/A + M/S = 112.4361 + 7200 KL/RY = 2.1 * 8 * 12/ 1.5 = 134.4 SX ='13.4 In "3 FA = 8267.091 PSI IX = 41.4 In"4 FB = 20000 PSI A = 5.87 In"2 EF = SEISMIC FACTOR = 1.33 RY = 1.5 In. F1/FA + F2/(FB*EF) _ .0136 + .2706 = .28<1.c5- 28<1•ODEFLECTION DEFLECTION=,P L"3/3EI = .'24 In MAX / ALLOW .48 In GRADE BEAM DESIGN FC = 2000 PSI FC1 = FC*.45 = 900 N = 11.25427 K1 = .3361842 J = .8'879386 K = 134.3299 M at GRADE BEAM = 8040 FT LBS OVERALL GRADE BEAM DIMENSIONS = 12 x 18 In. CjiZpn�t �� D MIN = SQR (M/WIDTH*K) = 7.736449 In USE D In. 1 2 � g T'� AS 36,$Q IN TOP & BOTTOM V/Srl-N' 5.23 4. �.7 TI1 5 —2-11, c,� 2 5 Trz--) 11 0 NAMVAR ASS O C I A T E S 3238-D W. SEPULVEDA BLVD. TORRANCE,'CA 90505 .-(310) 326-0833 CLIENT, R.GOULD &.-ASSOCIATES JOB#: 94208 JOB :RESIDENCE FOR JCC DEVELOPMENT TE 11/16/94 JOB ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA PAGE: z� tri Flo NAMVAR ASSOC=AYES 3238-D W. SEPULVEDA BLVD. TORRANCE, CA 90505 (310) 326-0833 .CLIENT :R.GOULD,& ASSOCIATES JOB ':RESIDENCE'FOR'JCC DEVELOPMENT JOB ADD:LOT.29%THE ENCLAVE MNT EST., LA QUINTA I. c'rr-IZvL- l>f� SI Co N 'C -4N I' o JOB#: 94208, DATE: 11/16/94 PAGE: 21 F6C'>8�1��2t'�"-r"l2 r. o- 13491 ��•S �l,s' 32, � S 134q� = 2 3 `fir -1 5 �-+►� I� N L tt3'`S/ Co 4/ = a"ll� N L e- 9. ` 3 oq 5 w i. .o Ivo uPuC � su Z3 it Fil 2,1 It 0,141a, t:1\ L 9,40 S UA71L- � z AT e.2AID NAMVAR A S S O C 2 A T E S 3238-D W. SEPULVEDA BLVD. TORRANCE, ' CA • . 90505 "(310)326-0833 .CLIENT .:R.GOULD &_.ASSOCIATES' JOB i, :RESIDENCE FOR JCC DEVELOPMENT JOB'ADD:LOT 29/THE ENCLAVE MNT EST., LA QUINTA SHEAR PANEL SCHEDTILF. JOB#: 94208 DATE: 11/16%94 PAGE: -ZZ KEY NAVAL #3/8" PLYWD 3/8" PLYWD 3/8" PLYWD PANEL INDEX 16/0 16/0 16/0 EDGE NAIL 8d @ 6" OC 8d @ 4" OC 8d @ 3" OC FIELD NAIL 8d @ 12" OC 8d @ 12" OC 8d @ 12" OC BLOCKING YES YES YES SILL PLATE 2x4 2x4 2x4 PLYWD BNDRY 2x4 2x4 2x4 WALL BNDRY (2) 2x4 4x4 4x4 SILL NAIL16d @ 6" OC 16d @ 4' 16d @ 3" OC ANCHOR BOLT 1/2" @ 36" OC 1/2" @ 24" OC 1/2" @ 21" OC FRAM'G ANCHOR A35 @ 24" OC A35 @ 16" OC A35 @ 12" OC ALLOW LOAD * ALL NAILING TO BE COMMON NAIL u NAMVAR- ASSOC=AYES 3238-D W. SEPULVEDA BLVD. TORRANCE, CA . 90505 (310) 326-0833 CLIENT-: , R.GOULD & ASSOCIATES JOBRESIDENCE FOR JCC DEVELOPMENT JOB'ADD:LOT29/THE ENCLAVE MNT EST., LA QUINTA JOB#:94208 DATE: :.11%16/94 PAGE: 2 , MINII\-till\_i � (�I I� I��N -rte p t=-I� - N �►-{ 5'fE l`� 5 C -a N 5U L_Ti�NT-,,_ + /0001' INDum I-�z plL-r rH= 71- s -14-- W) 'PF,P— �13oViz o� t�IiV, �21��,,llL�l = >c 81, r)Ir-� FTC ,�� Mild . I � �. GojyT• '('�.. p� 5.4. �? = I�oJ �� ° iZ ��iTtF Iz-. .--. ,alrl^•°�,�l�li wv I)=�rLlu1 -1-r — /"OLr . Ca �N �',� L,,��; CI g�• 2t4� Y�2 d 1�� s!Joo ) C,�_ I cu j • FT11/ir t i • FT(I ca wF, �.IV �_ CSI �� ,�� /-F� Yeo\ ^�-��T— (11.►,,i►��z F-r� FNO pkv --cl(e- br- Col 1j, i'r-> 12 yZ i vU� l `s /4(4 U �7� 4�.�� /� Ii�'�i�l< 2 w p= eC� = �1qq � - 5 • $p� i �-, SCA .1C 122u114 V, Opo 3 4 cl �` "ScQ• par, iii �,t� 'To SST C.��IT• STi... CeL., (_1 e P02 ABS PAODUCn COM/ANY t'blcm o/ MANUFACTURFPS OF ALUMINUM"SLIDINd GLASS DOORS & WINDOWS MEETING THE NEED OF THE 21st CENTURY o .. TODAY May We Introduce Ourselves? We are ABC Products Company. Our "many years of establishment and growth as a California-based aluminum window manufacturer have given us the tecimical-. knowledge needed to produce tomorrow's products today.. Our bold and ^aggressive engineering in energy efficient and sound controlled products allows you to use the technology for the next century 'in your, home and office. today. We have taken it one step further ... our products not nilly meet the new cough energy conservation codes, passed by California's energy commission, they far execed these new energy codes. ABC. Pro de� .64 Company is on the leading edge of this new technology due to our Research and Development Department and our in-bouse testing facilities. Our centrally located Manufacturing Facilities and trained personnel can handle all of your door and window requirements. 'Our, workmanship meets the highest standard. in the industry. ' Thank you for taking the time to "allow us to introduce ABC Products Company. We look forward to the opportunity to earn your business and grow with your, company in the future, Sincerely, ABC Products Company and its staff take great pleasure in offering. you the: latest in Engineering Excellence. .621 SO,. BON VIEW AVE'. • ONTARIO, CALIFORNIA 91761 • (909) 391-6491 • Fax (909) 984.20550 P03 MANUFACTURERS OF ALUMINUM SLIDING GLASS DOORS .& WINDOWS SPEC FiCATIONS GENERAL: HORIZONTAL SLIDING WINDOWS MODELS 575; 565 and 585 complete with hardware, glazing and weatherstripping as manufactured by ABC ProducLb, Ontario, Calitornia, shall meet or exceed perLurmance requireisents of AN51/AAMA 101-93 for horizontal sliding windows, HSK20. 4 MATERIALS A. Aluminum shall be of commercial quality and of proper alloy for window Construction. All extruded bectiuub bhail be of 6063-T5 Aluminum Alloy. B. Window trame and sash members shall have a ttumivai thickness according to the current requirements of ANSI/AAfth 101-93. Main trame shall be 1.88" in depth. Sash members shall be 1.09" in depth. C. Ail Lasteners shall be non -corrosive metal compatible with aluminum. V. Hardware having component parts which are expobed, shall be nylon, stainless steel 'or other non -corrosive materials compatible with aluminum. b. Rigid vinyls shall be used Lu ar:111eve thermal values as required by NFRC iW-93 and Galilornia Title 24 Specitications. Y. Weatherstripping shall be high deelblLy poly pile with mylar tinaeal- installed tour sides of operating sabh (lacing outward). CONSTRUCTION A. Assembly - The windows shall be assembled in a secure and workmanlike manner. Main frame and sash shall be butt construction mechnuically joined from machined and fabricated sections. Corner joints at main trame and sash bftall be secured by cleans of sheetmetal screws into integral screw purLs. At the junction of trame head, sill and jambs a good grade of sealant shall be, applied Lu assure weather-proot joints. b. Sash - Sash members shall interlock in the closed position. When unlncked and Cully opened, sash can be easily removed by sitting upward. When partially opened, sash are prohibited from removal by an anti -list -out clip in•trame head. 'rhe sash move easily on nylon roller wheels. U. blazing - sash glazing shall be factory glazed using marine vinyl. overdll thickness Ot dual glass to be determined according to U Values speciiled. Frame fixed glazing snail be dual glass seating on glazing tape in perimeter of taxed, glasc area of frame. A bead of silicone at.corners shall be applied to secure glass to trame. , 0. Hardware - Locking arrangement at the meeting rail shall be cam type security lock. it shall provide reasonable•security against forced entry according to CAWM 301-90 resistance requirements. H. Air intiltraLiuss and Water Resistance - Air.intiltration shall be in accordance 'With ASTM 8283-91 and shall -be less than .37 crm/f CI. Water rebistanee of a minimum of 3.0 PSY shall be in accordance with.AST14 b 330-90. Vi finish - Electrostatically applied white.polyester enamel finish shall be provided on all frame and sash members, according to AAMA 603.8 speeitications• G. Screens - Halt screens shall be rolled tormed aluminum tirmly joined at corners. Screen cloth shall be tiberglass secured by vinyl spline. H. Erection - (by others) - Windows shall be installed square, plumb and level in a secure and workmanlike manner to assure neat and weather tight construction. 621 BON VIEW • ONTARIO, CALIFORNIA 91761 • (909) 391-6491 • FAX (909) 984-2050 PO4 atmamalsw� BaltiO��ai>�Ir MANUFACTURERS Of ALUMINUM SLIDING GLASS DOORS d WINDOWS Sk�k�CiricAT1UN5 GENERAL: SINGLE HUNG WINDOWS MpVhLS 775, 765 and 785 complete with hardware, glazing and weatherstripping as mauutactured by ABC Products, Ontario, Lalitornia, shall meet or exceed pertormance requirements of ANSI/AAPA 101-88 Lur single hung windows, On -K20. KATER1ALS A. Aluminum shall be of commercial quality and of proper alloy Lor window construction. All extruded sections shall be of 6063-'0 Aluminum Alloy. B. Window trams anti aabh members shall have a nominal thickness accoroing to the current requiremenLs vl ANS1/AAMA 101-93. Main frame shall be 1.68" in depth. Sash members shall be 1.09" In depth. C. All tasteners a;hall be non -corrosive metal compatible with aluminum. U. hardware having component parts which are exposed, snail be nylon, stainless steel or other nota-coxruslde materials compatible with aluminum. Balances are to be stainless steel block and tackle construction. E. Rigid vinyls shalt be used to achieve tnermai values as required by NFRC 100--93 aiad California Title 24 speciticatlons. F. Weatherstripping shall De high density poly pile with Mylar tinseal installed tour sides of uperaLing sash (tacing outward). CONSTRUCTION: A. Assembly - The windows shall be assembled in a secure and workmanlike manner. Main frame and sash shall be butt conaLruction mechanically joined Lrom machined and fabricated sections. Corner joints of main trame and sash shall he secured by means of sheetmetal screws into integral screw ports. At the junction of trame head, sill and jambs a good grade of sealant shall be applied to assure weather-proof. julnts. B. Sdbh - 4iash members shall interlocx in the closets position. When unlocked :;ash can be removed by tirst pulling spring clips out trom jambs to engage balance top guides when sash is moved vertically. Sash la Lheu digeaxgaaged trorx balance and can be removed trom frame. G. Glazing - 5ash glazing shall be factory glazed using marine vinyl. overall thickness of dual glass to be determined according to U Values specitied. Frame fixed glazing shall De dual glass seating on glazing tape in perimeter of tlxed glass area of trame. A beast of silicone at corners shall be applied to secure glass to trame. D. Balances - Block and tackle balances, two per sash as required.ot apprupriaLe size and capacity to hold sash stationary at an open puslLiun shall be used for the weight of the sash to be counter -balanced. b. Hardware - Locking arrangement at the meeting rail shall De cam type security lock. it shall provide reasonable security against forced entry according to CAWM 301-90 reSlsLtsnca requirelAeIlt.%. P. Air lntiltration and Water Resistance - Air infiltration shall be in accordance With ASTM E283-91 and shall be less than .37 CrM/ricl. Water resistance of a minimum of 3.0 HS! shall be in accordance with A,qm B 330-90. G. einish - Electrostatically applied white polyester enamel tinish shall be provided on all trame and sash members, according to AAKA 603.8 specitications. H. Screens - halt screens shall be rolled tormed aluminum tirmly joined at corners. Screen cloth shall be tiberglass secured by v1Ayl spline. I. Erection - (By others) - windows shall be installed square, plumb and level in a secure and workmanlike manner to assure neat and weather tight construction. 621 BON VIEW - ONTARIO, CALIFORNIA 91761 • (909) 391-6491 - FAX (909) 984.2050 P05' ABC ' PKI D>UM C01"PIN efilmew of e ivrileme ALUMINUM FIXED WIN00WO Seriee 700 ABC's LOW COST, 1 INFORM FIXED SECTION IS AVAILAE3L.E IN A VARIETY OF SHAPES (rakes, circles, r radius, octagons, hexagons) IN ADDITION TO STANDARD 5GUARES AND RECTANGLES. r ` LahWia, I 1A1 rT)Bet AND / AAMA 101405 F-R20. cer'tifiad and lab elmr I I.r r r neet Calltornis Title 24 -and - NFFIC 100-91 requirements. Glass to be DSe-1 /4" AIR-U5iu. D _ U VALUE 0F.65 S z Uompliee ,wlrh f7nllfornia dr ILi unifonm ouildinq WI ril.a Painted finish. } Standard SOzeal . Widths: 2-0,'3-0. 3-6. 4-0, 5-0, 6-0, a-0 Holghts: 1-0.1-M2-0.3-0,3-8,4-0,15-0 Special `3iieb AveiimhlFx RubjeCt to a maximum 9-0 Width, 5-0 Height. Rough opening.nominal width anri hpioht —1 inch . z Window Frame %kith Equals Nbmlflal Width Mk= 1.5/8" [Bless '/056-7/16" Air -DSID •.SO , U Value �g9�t(1�79� T T P.O. BOX 3099 a 821 SO. BON VIEW AVE. A.B.C. , �RO V !J C 1 S CO. ONTARIO, CALIFORNIA 91781 (909) 38t-9491 • (000) ABC-'000 u EM®t-EM OF EXCELLENCE Horizontal Sliding Window ; _T_- _77-' ' Series 575 HEAD T"_ Window Height SILL Drsvorigs Not To Scale r, JAMB Rough opening: Call-nt8 Width and Height' -1 in. Net Frame Dim; Width & Height Call -out — 1% in.,. Example: 4030 — R.O. = 47" x 35" N.F.D. = 46'/?" X 341/2"' Labeled to meet ANSVAAMA HS -R20 A— . Certified and labeled to meet Califomia Title 24 and NFRC 100-93 requirements. ys Complies wfth Calilomia avid Uniform Building JD ® Security Code for Forced Fntty R"stame. JAMit3., Window, Width " P06 C _ u %A.LUE OF .75 &.65 MANUFACTURERS OF ALUMINUM SLIDING GLASS DOORS & WINDOWS C 621 SO. BON VIEW AVE. • ONTARIO, CALIFORNIA 91761 • (909) 391-6491 • (800) ABC -1900 ri,lr/oelb Ci. FAX (909) 984-2060 HEi Winc Heic Sli •�y:i P07 EMOLEPA OF EXCELLENCE Single -Hung Window Series 775 Drawings Not To Scale Hough opening; Call -out Width and Height — 1 in. Net Frame Dim: Width & Height Call -out —1'/2 in. Example: 3040 — R.O. = 36" x 47" N.F. D. = 34'/P X 46'/i" JAMB Labeled to meet ANSI/HAMA DH -R20 A® Certified and labeled to meet California Title 24 and NFRC 100.91 requirements. Complies with California and Uniform Building Security Code for Forcmd Entry Resistance. Window Width JAMB U VALUE OF 35 165 MANUFACTURERS OF ALUMINUM SLIDING GLASS DOORS & WINDOWS 621 SO. BON VIEW AVE.. ONTARIO, CALIFORNIA 91761 « (909) 391-6491 a (800) ABC -1900 ck6 FAX (909) 984-2050 MANUFACTURERS OF ALUMINUM SLIDING GLASS DOORS & WINDOWS 021595 x U.S. PATENT NO. 5,379;824 Series 9300 Horizontal Sliding 6 Series 9400 Double Hung Window 1 The Sol-IR-WindOWTM is designed for PRESSURE EQUALIZATION, Air flow thru outer sill weep holes into center divided area provides air pressure stabilization. This tested design allows labeling of window with ANSI/AAMA 101-88 rated at C-40 PERFORMANCE LEVEL. 9. The design of these two types of. windows function as a MANAGED SOLAR COLLECTOR. During winter months, to reduce heating costs by allowing solar heat into the room's interior, the outer window.is closed and the inner window is partially opened. During summer months, to reduce air conditioning costs, solar heat is prohibited from coming into the room's interior,, the outer window is partially 'opened and the inner window is closed. The window is tested and labeled with the NFRC and California Energy Commission title 24 energy standards THERMAL VALUE OF U=.47 TO U=.52 according to size' using clear monolithic glass.' 4 The window is designed and tested for ACOUSTIC RATINGS OF STC -40 to STC -44, making it ideally suited for buildings adjacent to freeways and airports. 5 The window is designed to have FULL..SCREENING by use of two half screens in center of glass areas.- Sunscreen cloth is used to achieve thermal and shading coefficiency. 6 The window is designed to have spring-loaded latching into concealed locking hardware, complying with AAMA FORCED ENTRY test requirement. , 7 The window is cost effective as an ENERGY SAVING DEVICE during summer and winter for all exposures, North, East, South and West, 621 SO. BON VIEW AVE. + ONTARIO, CALIFORNIA 91761 a (909) 391-6491 • (800) ABC -1900 * FAX.(909) 984.2050 P09 Drawings Not To Scaly JAMB Window _ Width Labeled to moat ANSVAAMA C-40 c®rtifiKJ— Labeled to meet California Title 24 and NFRC 100-91 requirements_ Noise reduction - Tested & Approved B— STC 40 - STC 44 Rating Rough opening: Call -Out Width and Height — 1 in.. Net Frarm Dim: Width & Height Call -out —1 Y2 in. Example: 4030 -- R.C. = 47" x 35" N.F.U. = 46'/2' X 34'/2° HEAD Window Height SILL •�,` j— C- U VALUE 52 T" Size HS 6.0 X 3-0 MANUFACTURERS OF ALUMINUM SLIDING GLASS DOORS & WINDOWS 621 SO, SON VIEW AVE. • ONTARIO, CALIFORNIA 91761 • (909) 391-6491 9 ( 00)) AB9) FAX (909)BCC-� P10 Series 9400 Vertical Sliding Window (Double Hung) Window _ Width Drawings Not To Scale Rough opening: Call -put Width and Iialght - 1 in. Net Frame Dim' Width & Height Call -out -11A in. F.Xample: 4030 - R.D. = 47" x 35" N.F.D. = 341/2" X 461/2" �.. ,IAMB LabAled to 11-jeet ANSI/AAMA C-40 — Labeled to meet California Title 24 and NFRC 100-91 requirements. Noise Reduction - Tested & Approved — STC 40 - STC 44 Rating HEAD 1'Jr Window Height I I.1L� SILL — VALUE OF 52 Test Sirs HS 3-0 X 5.0 MANUFACTURERS OF ALUMINUM SLIDING GLASS DOORS & WINDOWS 621 SO. BON VIEW AVE. ONTARIO, CALIFORNIA 91761 • (909) 391-6491 - (800)-ABC-1900FAX (909) 50 NAMVAR A S S O C S A T E S 3238-D W. SEPULVEDA BLVD. TORRANCE,=CA 90505 ;(310) 326-0833 CLIENT':R.GOULD & ASSOCIATES: JOB#: 94208 JOB RESIDENCE FOR JCC DEVELOPMENT DATE: .11/16/94 JOB ADD:LOT'29/THE ENCLAVE MN T EST., LA QUINTA PAGE: 2 `t SPECIFICATIONS: - CONTRACTOR OR OWNER TO NOTIFY PROJECT ENGINEER IMMEDIATELY UPON DISCOVERY THAT JOB SITE CONDITIONS VARY FROM THE ASSUMP'T'IONS MADE OR DEPICTED ON PLANS PROVIDED BY ARCHITECT, OWNER OR CONTRACTOR. DURING CONSTRUCTION, AND PRIOR TO THE INCORPORATION OF, ALL CHANGES, REVISIONS, MODIFICATIONS AND/OR DEVIATIONS'FROM THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF, AND OBTAIN APPROVAL FROM, THE ENGINEER AND THE GOVERNING BUILDING DEPARTMENT. CONTRACTOR TO PROVIDE ADEQUATE SHORING AND BRACING TO SUPPORT ALL LOADS DURING CONSTRUCTION. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE UNIFORM BUILDING CODE. DIAPHRAGMS: - ROOF: 1/2" PLYWOOD WITH 8d @ 6"/12" PII = 24/0 - FLOOR: 5/8" PLYWOOD WITH 10d @ 6"/6"/10" PII = 32/16 BLOCKED OR T. & G. - ALL PLYWOOD TO BE MINIMUM C -D , C -C OR STRUCT II U.N.O. ON PLANS. - WALL FINISH: AS PER UBC, TAB. 47-I - ALL 2X LUMBER TD BE MINIMUM DF #2 U.N.O. ON PLANS. - ALL HORIZONTAL 4X AND LARGER LUMBERS TO BE MINIMUM DF #1 1 U.N.O. ON PLANS. - ALL GLU-LAMS TO BE LARCH COMBINATION 24F WITH SHOP CAMBER U.N.O. ON PLANS. - MICRO --LAM: ICBG #NER126/LA RR #23664 ... -- C' NAMVAR A S S O C =AYE S 3238—D W. SEPULVEDA BLVD, TORRANCE, CA 90505 (310) 326-0833 ..CLIENT :R.GOULD,.:& ASSOCIATES JOB cRESIDENCE'FOR JCC DEVELOPMENT. JOB ADD:L6T`29/THE ENCLAVE MNT-EST., LA QUINTA ----- FASTENERS: — ALL CONNECTORS -NOTED TO BE SIMPSON OR EQUIVALENT' — STRAP ACROSS RIDGE WITH ST18 @ 32" O.C. — ALL BOLTS TO BE MINIMUM ASTM—A307. — TYP. SILL PLATE NAILING: 16d @ 12" O.C. U.N.O. ON PLANS. — TYP. FRAMING ANCHOR: A35 @ 32" O.C. U.N.O. ON PLANS. FRAMING: JOB#: 94208%. DATE: 11/16/94 PAGE: 2 5 — RAFTER TIES: USE MINIMUM 1"X4" (NOMINAL) CROSS TIES AT 4'-0" O.C. WHERE ROOF RAFTERS ARE NOT PARALLEL TO CEILING JOISTS.. (UBC, 2517—h.4) — WALL FRAMING: USE 2X6 OR 3X4 STUDS @ 16" O.C. AT ALL FIRST FLOOR WALLS OF 3—STORY BUILDINGS. — BRACING: ALL EXTERIOR WALLS AND MAIN CROSS STUD PARTITIONS SHALL BE EFFECTIVELY AND THOROUGHLY BRACED TO RESIST WIND AND SEISMIC FORCES BY ONE OF THE METHODS OF UBC, 2517—g3. — JOISTS UNDER AND PARALLEL TO BEARING PARTITIONS SHALL BE DOUBLED, — MULTIPLE JOIST: DOUBLE JOIST — NAIL W/ 16d @ 12" O.C. (STAGGERED) CONNECTIONS TRIPLE JOIST — BOLT W/ 1/2" 0 M.B. @ 24" O.C. (STAGGERED) QUADRUPLE JOIST — BOLT W/ 3/4" 0 M.B. @ 24" O.C.(STAGGERED) FOUNDATION: — ALL CONCRETE TO BE MINIMUM 2000 PSI WITHIN 28 DAYS OF PLACEMENT: — MINIMUM FOOTING AND PAD DEPTHS NOTED AT FOUNDATION DETAILS TO BE MEASURED FROM THE TOP OF COMPETENT BEARING SOIL AS DEFINED BY SOILS REPORT OR APPROVED STANDARD PRACTICE. — ALL REINFORCING BARS TO BE GRADE 40 MINIMUM (DEFORMED). — PROVIDE MINIMUM (1) #4 REBAR TOP AND BOTTOM AT 'ALL BEARING FOOTINGS U.N.O. ON PLANS. - ANCHORAGE: USE' 1/2" 0 X 10" LONG ANCHOR BOLTS AT -5'-0" O.C. WITH MINIMUM 7" EMBEDMENT INTO FOOTING U.N.O. ON PLANS. — RED—HEAD ANCHOR BOLTS: ITW RAMSET/RED—HEAD; LA RR #2748.1 — NEW TO EXISTING FOOTING TIES: DOWELL (1) #4 REBAR TOP AND BOTTOM WITH M-IlslIMUM. 4" E�MENT INTO EXISTING FOOTING AND 16" INTO NEW FOOTING. — SEE FOUNDATION PLAN FOR ALLOWABLE SOIL BEARING PRESSURE. DEPARTMENT OF BUILDING AND SAFETY STRUCTURAL OBSERVATION REPORT FORM REPORT NO. ' THIS REPORT INCLUDES ALL CONSTRUCTION WORK THROUGH 21 DAT OF . Tam UAiSl It ZOO PAGE NO I OF PROJECT ADDRESS OWNER S Ly MA V I STA' 4,A Qa1^1,ta ,A4A. d /WRS. STRUCTURAL OBSERVER LIC. OR REGISTRATION NO. STRUC. OBS. PHONE NO. ,�.�.e. rz3:) Z4-ot-87yo BUILDING PERMIT NO. OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS LOCATION AND PORTIONS OF BLDG. DATE 0 -FOUNDATION W -WALL CI -FRAMES C7 -FLOOR ALAN L/e%E / /�ay�ay, ❑- FOOTINGS, SLAB 8 STEM WALLS ❑-CONCRETE ❑STEEL MOMENT -SPECIAL ❑-CONCRETE 411-102A AoJ S ll -PRESTRESSED CONCRETE SLABS ❑SIASONRT ❑STEEL MOMENT -ORDINARY 13 -STEEL DECK 15 SX .i app s SST p, 22 J 0 -CAISSONS, PILES, GRADE BEATS 0 -WOOD ❑STEEL BRACED 13 -WOOD /FQ Norms Z ❑-HILLSIDEBLDGS- SPECIAL FOUNDATION ANCHORS p Wkw ❑{oNCRETE -DUCTILE 0 - ❑- ❑- 0-CONCRETE-NON-0UCTILE ❑- ❑- ❑- Q noctm¢n neuntunrc /f/oNG �85�a2✓L� FE -1 I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BEUEF. I. 1 AM THE REGISTERED ENGINEER OR LICENSED ARCHITECT WHO HAS RESPONSIBLE CHARGE FOR THE STRUCTURAL OBSERVATION L I, OR ANOTHER REGISTERED ENGINEER OR LICENSED ARCHITECTWHO I HAVE DESIGNATED ADDYE AND 6 UNDER MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL CONFORMANCE WITH THEAPPROVED PLANS AND SPECIFICATIONS; I ALL DEFICIENCIES WHICH I DOCUMENTED HAVE BEEN CORRECTED UNLESS OTHERWISE INDICATED ABOVE 4. 1 UNDERSTAND THAT FINAL ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE DEPARTMENT OF BUILDING AND SAFETY CANNOT OCCUR WITHOUT THE CORRECTION OF ALL OBSERVED DEFICIENCIES; S. IAM RESPONSIBLE FOR THE SUBMISSION OF THE 01161NAL Of THIS REPORT TO THE DEPARTMENT OF BUILDING AND SAFETY, 6. 1 HAVE PROVIDED STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ON ATTACHED STAMP OF ENGINEER OR ARCHITECT STRUCTURAL OBSERVATION DOES NOT WAIVE ANY OF THE REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THIS DEPARTMENT DISTRIBUTION: STRUCTURAL OBSERVER TO SEND OR161KALTO THE BUILDING INSPECTOR'S OFFIM ATTACH THE FIRST COPY TO THE APPROVED PLAITS, AND KEEP SECOND COPY FOR RRUCTURALOBSERVER'S RECORD AND DISTRIBUTIONS. 4S 211 L 12PS