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0007-271 (SFD)LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of te, —(commencing with Section 7000) of Division 3 of the Business and Professlzjnals Code, and my License is in full force and effect. License # Lic. Class Exp. Date 597M 13 J7r�, .date / Signature of Contractors ----• OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) 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 & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I "am exempt under Section , B&P.C. for this reason Date Signature of Owner 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. 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 & policy no. are: Carrier Policy No. STATE MO 120.99_0€tD 16 (This section need not be completed if the permit valuation is for $100.00 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 the workers' compensation laws of California, and, -agree that if I should become subject to the workers' compensation provislons of SectIO73700 of the Labor Code, I sh II forthwith comply with those"provisions. r ,% Date: r� Applicant ��-✓t,. Warning: Failure to secure Workers' Compefisation coverage is -unlawful and shall subject an employer to criminal penalties and civil fines up to $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. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his 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 applicaton agrees to, -& shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 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 State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above mentioned propertyfor-itispection purposes. ,Signature (Owner/Agent)'?-�' �� f ` Date BUILDING PERMIT PERMIT# DATE i ( VALUATION LOT OWIX71 TRACT ., JOB SITE I APN ADDRESS 49LIMAWINMAYMNAX00 658-2 W-916 OWNER CONTRACTOR / DESIGNER / EN (NEER yi xwkTOTdiv`Eg3%&K RANCHO C"[&lRAMO DWELJPI,? WT PO BOX 1848 796€7 COUNTRY 0134 DIS #201 CA., 92253 CA 92201 ('7tSifj 3-7955MIX 1969 USE OF PERMIT ww•r �'on�m,y vm °asp wa 371) - PERMIT L?OF—So NOT rNCIA14 ,BLOCK 4ir..'UP001JAPPROACH , CUi�y'�OM C'Otr@�":'13.UC:T.iON 4,tti34 OD OF MRAWCARPORT (37) 14,"A10 WM'3A:E•KI9 COST OF C:C,:OdS'l("1�."' UMION .49 usoso K.IR IT Flit : 111413MMARY WtlU'J'UCTION ME 101.000.418.000 31,673,SO PL.A�t CHECK IMF, 101-000-43t,1318 s i,36 5.34 RM DEPOSIT 101.000.41.39.318 -%1,060,00 4 MWHA141CA.L FEE 101-000-42.1-000 $m.50 EnC1RiMFTE 10140(*:120-000 52504 2rVaa1EVG MI -1 1011-000-41-0-000 $269.50 S y'RO1'1C3140TIO131'P E ::.15E';�:f1:b 101-000-241-000 $39;;q2 4Yi1A1 n4a IITi-M 101.100-123•-000 $20.00 DEVELOPERIMPACT CT 1 $1,907,00 .r•1,r"L' In PUBLIC PLACES o RESIT: 701-000-2..15••000 ,4 a3.m-',i'C''1 lk. C0)''1-2'0CT!'IO3ti AAB:t3 P1.0414 CHECK E5,4 f>d.i9 1'REE .PAP1KrS -s�g1„,ri-Og.3+0 .LESS 11D aryAL AMi;w5N DMECOW iP NOV 0 3 2000 %IT -Y Ut- LA QU19 RECEIPT DATE BY DATE FINALEDINSPECTOR INSPECTION RECORD •- } OPERAVON DATE INSPECTOR OPERATION DATE INSPECTOR .F, ,. BUILDING APPROVALS MECHANICAL APPROVALS &5t t Backs F 6z, Underground Ducts T vans & Footings Ducts Slab Grade %/—fr trO Return Air Steel _ _ _ Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. _ _ Compressor Framing= 19 Insulation f 2 ��, G Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath , j_ Drywall - Int. Lath _ At _ Final/ � -- Final l S POO° S -SPAS BLOCKWAI APPROVALS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Pflug. Test Final Gas Piping PLUMBING APPROVALS Gas Test. Waste Lines!/�%� Electric Final Heater Final Water Piping / Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection _ _ Z Q, _ Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: Final / _6� ��D i, • �" 1 Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service _ Sub Panels Exterior ReceptaclesQ _ G.F.I. Smoke Detectors Temp. Use of Power e Final /'- Utility._Notice (Perm) LdA'1eti a .zt _•�y'v�C7F ►:�'w' ..n R.�.:'yitF+...n++rtiilFir«'iw_.w:Y., �+�.r•�4i� a._.:,xirw.iy'"�a♦ A / A>�1 +Y-'�j/*rt q U C t4 0 4 a" BOX 1504 APPLICATION ONLY Building _ 78-495 CALLE TAMPICO 'Address "'�9' f40 #qV,f~�D1 fY.BN�ND LA QUINTA, CALIFORNIA 92253 Owner lft"A1,4 r��r[✓�l$Fifl� BUILDING: TYPE•CONST. OCC. GRP. Mailing, �i Address Pa /6 s�( ��'yO A.P. Number City ry Zip Tel. v q�Z53 ."� Legal Description f Contractor' Project Description `lJ 1- P4weA"o t!ri/ f11'��RIi�G +- f/' / Address '���� / 6v ,)I- 4e/ City Zip • w Tel. State Lic. City // ,�/ 8 Classif. 8 Hl;—' �597'71s j Lic. q 1 65 Sq. Ft. 3 /l No. No. Dw. Size (/ Stories Units Arch., Engr., � Designer Cl New ❑ Add O After O Repair O Demolition ❑ Address_ Tel. t' ^4. .r CityZip State 7�1�1Y► /�Y>> f rq+l/E 2,7,0-7 Lic. # LICENSED CONTRACTOR'S DECLARATION L ' I herebyy;afflrm that I am licensed under provisionsof Offapter g (commencing with Section %t 7000) of`Dlvision 3 of he Business a d Profe'sion .Cods, and my license is in full force and .r.p V-- 1 SIGNATURE DATE '2t 3 SD �. • _O<09q � r –�'• " bFf OWNER-BUILDER DECLARATION T'. I hereby affirm that I am exempt from the Contractor's License Law for the following Estimated Valuation reason: (Sec. 7031.5%.Iiness and Professions Code: Any city or county which requires a s r; permit to construct, alter, improve, demolish, or repair any structure, prior to 'its issuance also !/ -• ?, requires the applicanf for such permit to file a signed statement that he is licensed pursuant to PERMIT / AMOUN, the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of v . ' Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis plan Chk. De /}'A' for the alleged exemption. Any violaton of Section 7031.5 by 'any applicant for a permtt p "(� /,/,/,//,! subjects the applicant to a civil penalty of not more than five hundred dollars ($500). l� I, as owner of the property, or my employees with wages as their sole compensation, will Plan Chk. Bal. do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Const. Professions Code: The Contractor's License Law does -not apply to an owner of property who,_, f 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 safe. If, however, the building - Mech. or improvement is sold within one year of completion, the owner-builder will have the burden Electrical of proving that he did not build or improve for the purpose of sale.) +� as owner of the property, am exclusively contracting with licensed contractors to con- " Plumbing ;� r•' slruct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law }; ` does not apply to an owner of property who builds orfimproves thereon, and who contracts for S.M.I. + L such projects with a contractor(s) licensed pursuant to 6 Contractor's License Law.) Gradin }` Il 1 am exempt under Sec. B. B.P:C. for this reason g j Driveway Enc. Date Owner Infrastructure WORKERS' COMPENSATION DECLARATION I hereby 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 /"i• ' r7 Copy is filed with the city. ❑ Certified copy is hereby furnished. TOTAL CERTIFICATE OF EXEMPTION FROM REMARKS A WORKERS' COMPENSATION INSURANCE (This section need not be completed it the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg 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. Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become ZONE: BY: subject to the Workers' Compensation provisions of the Labor Code, you must forthwith Minimum Setback Distances: comply with such provisions or this permit shall be deemed revoked. Fronf Setback from Center Line Rear Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY Side Street Setback from Center Line f Ihereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Side Setback from Property Line Lender's Name Lender's Address + This is a building permit when properly filled out, signed and validated, and is subject to FINAL DATE INSPECTOR r 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. Issued by: Date 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 forAnspection purposes./ �.% - / Validated by: Signature of aQplicant f `Date ' 37/ V 1� 00 Mailing Address _ �✓ f Validation: ✓ .-. ZU City, State, Zip-14 J.—If C- r& q (� t QUINT: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION A Notice: Document Cannot Be Duplicated Date 10/16/00 No. 21095 Owner NameHornbeak Residence Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 760-771-8515 CERTIFICATE OF COMPLIANCE No, 49-160 Street Avenida Fernando City La Quinta Tract # Lot # Type of Development Single Family Residence Comments Jurisdiction APN # 658-280-016 Permit # Log # Zip 92253 Study Area Square Footage 4639 No. of Units 1 At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, iesidential 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: ` EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 2.05 X 4,639 or $ 9,509.95 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 cc/First Bank/Tracy Dale Telephone Name on the check By Dr. Doris Wilson Superintendent Fee collected /exempted by Olivia Aguirre Payment Received $9,509.95 Check No. 56810 Signature ; fig NOTICE: Pursuant of Alssembly Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to collect them on the District('s)(s') behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting 16- .......... 11 .14 U GRANT DEED 11tH this ML'A'WM­s)'D'9CtAM*) THAT DOCUMENTARY TRANSM TAX'IS: COUNTY S4 12.50 X)computedon Amp value ofp= conveyed. or CM poed on full value lessY of tier or encurnbruwa renidning a time of ante,, uniabowacd arta; I X I City of LA Wats . and FOR A VALUABLE CONSIDERATION. Receipt of which is hereby acknowledged, Jack Goodman, a Widower he 'R'AN /.Hornbesk. a Ift GRANT(S) married woman, as her sole and separate property the following described property In the City of La OulaW County of Mverside e of California; Lo/ LM of 6 Quints Golf Wates ill, In The City of IA Waft, County of Riverside, a per map recanted Is Book i�1149is)L94 to 9g, In the Office of the County Recorder of mid County. ARdl S. 2WO- Dommm Due. STATE OF CAL� Lt aOA erside Al April 3,Lena A. Ellerbraek j"We Ift. Jac it Goodman ------------- — ----- — ---------- w sur eaft beds OfuddM—M eviftmOlobe Oeperawif w1wil rAM I sft-"h"bw in *0 W" BW t4fEgoe" fle"Md OW am* IJSDIW� autmued eery *AW" #T4 dqt WM_ Wo"MWI* on on I I Pel"MM at Me way *—I"M-1whaff of V*Kb ft 10"WI) ICW. *XOMMI *a WWWW". *nN= Wq 10krA wel aftiel mat. Swoon. TW% me fnr affkW ftyxW Rd. CWW EW;I"W3 700 01� Pecotding requested BY rirst Arrietican Title comPAN Doc a/17/2M I Oft T fax Paid '0=0 Awwww"MMAILM Comsy of 111~61de copy L. Or" SPBAZAN H. MORNBEAK 0684MINW. County CISPA a kofflw4pr P. O. J1OX 1848 JA Ouinta, C& 922S3 � f'I M I U .14 U GRANT DEED 11tH this ML'A'WM­s)'D'9CtAM*) THAT DOCUMENTARY TRANSM TAX'IS: COUNTY S4 12.50 X)computedon Amp value ofp= conveyed. or CM poed on full value lessY of tier or encurnbruwa renidning a time of ante,, uniabowacd arta; I X I City of LA Wats . and FOR A VALUABLE CONSIDERATION. Receipt of which is hereby acknowledged, Jack Goodman, a Widower he 'R'AN /.Hornbesk. a Ift GRANT(S) married woman, as her sole and separate property the following described property In the City of La OulaW County of Mverside e of California; Lo/ LM of 6 Quints Golf Wates ill, In The City of IA Waft, County of Riverside, a per map recanted Is Book i�1149is)L94 to 9g, In the Office of the County Recorder of mid County. ARdl S. 2WO- Dommm Due. STATE OF CAL� Lt aOA erside Al April 3,Lena A. Ellerbraek j"We Ift. Jac it Goodman ------------- — ----- — ---------- w sur eaft beds OfuddM—M eviftmOlobe Oeperawif w1wil rAM I sft-"h"bw in *0 W" BW t4fEgoe" fle"Md OW am* IJSDIW� autmued eery *AW" #T4 dqt WM_ Wo"MWI* on on I I Pel"MM at Me way *—I"M-1whaff of V*Kb ft 10"WI) ICW. *XOMMI *a WWWW". *nN= Wq 10krA wel aftiel mat. Swoon. TW% me fnr affkW ftyxW Rd. CWW EW;I"W3 700 01� L a: Q LA -i M_1bM G o_Aq& a tzz Community Azzoc.t.atton P. 0. Box 162 La Quinta Ca 92253 Telephone: 760/564-2177 FAX: 760/564-4882 September 21, 2000 Planning Department CITY OF LA QUINTA P. 0. Box 1504 La Quinta CA 92253 RE: Construction/Hornbeak Residence �-�49=1"60 Avenida Fernando'�'� Gentlemen: The Architectural Committee of La Quinta Goff Estates has reviewed the plans submitted by Rancho Capistrano Dev. Corp. for proposed construction. Approval is granted, with the provision that the following statement is clearly indicated on the plans: If you have any questions, please contact the Association Office. Yours truly, Tom Kennedy Architectural iew Committee City of La - Quinta Developers Project Approval Form Prior to the issuance of Building Permits for the project listed below, the following Departmental clearances must be obtained. Please return this form to the Building and Safety Department only after approval. Contact applicantfor resolution of conditions preventing or delaying approval. Project: 49-160 Avenida Fernando - Yd Plan check Sherian Hornbeak (Owner) Applicant Contact: Tracy Dale - 760 398 0699 x225 Application / Circulation Date: Communitf0evelopment, Department t Christine Iorio, Planning Manager Public Works Department Steve Speer, Senior Engineer Building and Safety Department Greg Butler, Building and Safety Department Manager 0/14/00 NJG Date ioo Dat Date Date I ft I W.. Sent` by:Sun Vista Dev. Carte ug -24-00 12:04Fm from 7607722302] Pege 2i 2 Aktis Elegant crystalline pattern provides privacy and good light transmission, at reasonable cost. Smooth exterior surface Nctic Frosted glass appearance yields excellent privacy without pattern. Texture is on Inside faces of glass for easy cierung. Hain will not change the translucent effect. Spray Grid pattern offers privacu_ Lf v Design/Color WECK GLASS BLOCKS DESIGNS Intersecting random wave pattern, provides an attractive appearance and excellent privacy, Smooth exterior surface for easy cleaning. Matching designer shapes provide beauty and flexibility to create angles, curves or finished jambs and/or heads. 45 and 60 minute fire ratings are available. Regent Multifaceted diamond pattern for strong sundappled shadows and a sparttling a> ect in bright sunlight. This see-thmtgh block provides a dramotic grid effect, undistorted vision and maximum light transmission Matching designer shape6 provido beauty and flexibility to create angles, curves or finished jambs and/or treads 45,60, and 90 minute fire ratings are available. X -Rib vertical ribs on one face and horizontal on the other for excellent privacy. Pearl various sized bubbles for privacy. Looks great near showers and fountains. Ar Notes: 1, Face dlmengions of blocks are nominal. Actual dimensions are 1/4" smaller than stated. 2. Thickness Indicated is nominal, 3" thick Is 3-1/8" and 4" thick is 3.7/8". 3. Dimensions shown for Corner Blocks and AIIBends are height and thick"a,se only. Fire tight Shading Sound Weight Installed RatingU/R Transmission Coefficient Loss per Wt. (lbs.) Minutes Values pareant PO,, -.-t ri-16 ars F3[ --i: If ... Bx8x3 Nubio, Clarity, Aktit;, X -Rip, Rogent, Pearl 45 45 45 45 45 45 .53/1.89 .5311.89 _ 53/1.89 .53!1.89 .53/1.89 .53/1.89 77 65 w 52 52 77 52 .66 .62 .52 .52 .66 52 41 41 41 41 41 41 5.4 5.4 5.4 5.4 4.5 4.5 15.9 15.9 15.9 15.9 17.9w� 17.9 640 Colors Nutdo/Gray. NubiolBlue, Nubie a/padl 844 Colors NubwGmy axSx3 Goldtone Nubio 6x8X3 Nubio, Clarity, Akris 604 Goldtone Nubio 6x6x3 Nubio, Clarity, Akfls. 45 .53/1,139 77 .66 _ 40 3.1 17.2 6x8x3 Goldtone Nubio _ 45 - .53/1.89 w 52 .52 40 3.1 17.2 4xSX3 Nubio, Clarity, Aktis 45 .53/1.69 77 .86 -_ 41 2.9 18.6 4x$x3 Goldtone Nubio 45 _ - .53/1.89 52 .52 40 2.9 18.6 8x8x4 Nubio, clarity, AlClis. X-Rlb, Regent. Arctic 45 .50/2.00 75 .65 41 6.4 19.5 13xW Spray 45 .50/2.00 58 _....___. .41 42 6.4 ' 19.5 8x8x4 Goldtone Nublo. Clarity 45 .5012.00 52 .52 41 6.4 19.5 8x8x4 Fortress Nublo, Clarity, Arctic 60 .48/2.08 50 .54 48 112 30.6 WO 60 minute Nublo, clarity 60 - .48/2.08 57 ,55 42 7.7 22.7 ftOO NOW, Clarity, X-Rlb 45 .50/2.00 75 .85 41 3.5 20.8 6x6x4 90 minute clarity 90 .31!323 50 .43 - 413 7.8 37.8 4xax4 Nubio, Clarity - 45 .5012.00 �- 75 .65 41 3.5 20.8 12x12704 Nubio, Clarity, X -Rib, Regoni ~ .50/2,00 75 .63 42 _ 15.3 18,7 8x3 Corner Nubio, cia,iry _ 53/1.89 39 .30 39 3.9 17.9 80 Corner Goldtone Nubio .5311.89 29 .30 39 3.9 17.9 8X4 Corner Nubio. Clarity µ~ 5012.00 32 .30 ~ 39 r 4.1 18.1 6x4 Corner Nubio, clarity 8xOx4 WeckEnd Nublo, Clarity 50/2.00 32. 75 .30~ 39 4.7 3.4 6.2w 20.2 19.1 8x8x4 DoublEnd Nublo, Clarity µ-- 75 - 42 8.2 19.1 8x4 AII8end Nubio, Clarity ... _......... -- .5012.00 70 .65 41- 3.6 - 23.8 8x4 AliBend Top Nubio. clerlty 70 41 3.6 _ 23.6 4x8x4 Top Nubio, Clarity _. _. 70 41 3.6 20.8 4x8x4 WeckEnd Nubio, clarity - _ -- 70 -•...._..._ ..._.. ..._...---. 41 ..... --....... ....... 3.6 .. . 20.8 4x8x4 DoublFnd" Nubio, clarity - -- 70 41 3.6 20.8 �.._ ______-..........._.._ •leve+leets isle 19")Design information for BiokUp (a mortarless system) is available from vour SENT BY: HEGGE ELECTRICAL CONTRACTORS;• 760 771 1163; J CUSTOMER DATE SQUARE FEET GD DW SMALL APPLIANCES MICRO OVEN COOKTOP-ELECTRIC COOKTOP-GAS WASHER DRYER -ELECTRIC DRYER -GAS FAU POOL FUTURE LANDSCAPE FUTURE TOTAL -WATTS .1 st 10,000 WATTS REMAINDER AIC COMPRESSORS TOTAL DIVIDED BY USE SEP -1:1-00 10:27AM; HORNBEAK LA QUINTA CUSTOM AUGUST 31 2000 . 3 -1 1 2 1 1 . 0 1 1 1 0 2 1 PAGE 2/2. PERCENT.. WATTS ..�l���rix•Yxy :4 ;S;i:�� r'.� ' •1V%ni:.- W _ 7500 4: nF>' ^, j 240 V 'AMPS Certificate of Occupancy 'City of La Quinta Building and Safety Department This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, certifying that, at the time of issuance, this'structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: BUILDING ADDRESS:, 49-160 AVENIDA FERNANDO Use Classification: SINGLE FAMILY DWELLING Bldg. Permit N -o.:.: 0.007-271 Occupancy Group: R-3 Type of Construction: VN Land Use Zone: RL 11 Owner of Building: SHERIAN HORNBEAK Building Official j, Address: PO BOX 1848 City: LAQUINTA CA,92253 By: GARY HARTMAN Date: 4-11-01 POST IN A CONSPICUOUS PLACE Mai MiTek® Re:hornbeak MiTek Industries, Inc. 3033 GOLD CANAL DRIVE SUITE 200. RANCHO CORDOVA CA 95670 USA FAX (916) 631 8225 TELEPHONE (916) 631 7811 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Yuma Truss -Ca Pages or sheets covered by this seal: R3991761 thru R3991763 My license renewal date for the state of California is August 30, 2004. NO. C049919 EXP 9-3004 sr CNN �rF OFC October 30,2000 Yu, Ray 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-1995 Sec. 2. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, • Center plate on joint unless Damage or Personal Injury - dimensions indicate otherwise. Dimensions are In Inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 A building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties, /a/s+ ` J5 2. Cut members to bear tightly against each ZC3L 0 0 �.0 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O" v at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices CB plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint,) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. _ required direction of slots in connector plates. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the Is the responsibility of truss fabricator. General MITek/Gang-Nall Joint/Plate Placement Chart WEBS ARE NUMBERED. FROM LEFT TO RIGHT. -practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension Is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension Is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do. not overload roof or floor trusses with stacks of construction materials, Indicates location of joints at 14A? 6o not cut or alter truss members or plate without which bearings (supports) occur.MITek IndUSh1@S, Inc. �, prior approval of a pr6f4ssional engineer. ® 15. ,Care should be exercisedin handling, erection '�'6nd'installation'of trusses: F TM HYDROA ® PANEL@11 ©1993'Mitek Holdings, Inc!'' CLIP GANG -NAIL A7 Al 10-0-0 Simpson Hanger Specifications: Hornbeak Res. 10/6/00 All hips use THJA26. G-GRDR, Gl, G2 use Lu26 at Ledger. H1 use HU26. 2 use HUS26. Hip -K use HUS26 skewed. K8-GRDR Use HUS26. L use LU26. M5, M6 use HUS26. M11 use LU26. N use HUS26. N1 use LU24. U REV!EWED ❑ REVISE AND RESUBMIT C REJECTED ❑ FURNISH AS CORRECTED Cc•iravtlons or comments made on the shop drawings cwl-frig his review do not relleve contractor from com- Yi with requirements of the drawings and sr. cfacstions. This eheck.is only for review of general cnnYnrrnance with the design concept of the project and ;general compliance with the Information given In the con:lract documents. The contractor is responsible I: r confirming and correcting all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades; and performing his work In a sate and satisfactory manner. The structural integrity of items shown In these shop drawings are the sole responsibility of the Contractor's Engineer, not ES',.,'r'P11E: Structural Engineers ESI/FPAE Structural Engineers Dc..te,[b-3/-oo By -. AM Builders ame: A -M Buildcrs ame• Tress: Tel hone: Zi � job-, �� �: Hornbeak fJ.l.e' R\MMi]\b\A NavtraY\ Scale: Not to sole Dau: 10/6/00 Drawn B :Armour A7 Al 7 0-0-0 Simpson Hanger Specifications: Hornbeak Res. 10/6/00 All hipp s use THJA26. G-GRDR, G1, G2 use Lu26 at Ledger. Hl use HU26. 2 use HUS26. Hip -K use HUS26 skewed. K8-GRDR Use HUS26. L use LU26. M5, M6 use HUS26. Mll use LU26. N use HUS26. N1 use LU24. REVIEWED 0 REVISE AND RESUBMIT O REJECTED U F,1J KNISH AS CORRECTED t' >rcetions at comments mnpa& on the shop drawings I thi^ ;eviEv: do got =Alia�,ti contractor from com .s>t•: -with ;4quir nw-nt:= -:} the drawings and a:,:,tTicatiors. This check i.= anly for review of general ::;� fe mancF with the design concept of the project ^!id :jeneral compliance with the information given In the :lniract documents. The contractor is responsible far confirming and correcting all quantities and tamensions; selecting ;abrication processes and techniques of construction; coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. The structural integrity of items shown in these shop drawings are the sole responsibility of the Contractor's Engineer, not , ESUP11E Structural Engineers ESl1FME Structural Engineers Date /o ;�roo t3y i AM Builders Name: m ers Name: Vis• Te hone. t — ° P Fo n- -C' Hornbeak n. m.:m,rut:.e.nw Ste.. Not to sale Date: 10/6/00 Drawn By: ESI/FME,Inc. , STRUCTURAL ENGINEERS & CONSULTANTS 7 Rear of Loggia: Nail 2x4 on edge to existing drag truss and nail a CS16 strap from existing 2x blocking ( 4 bays) to 2x4 on edge nailed to drag truss in lieu of Detail U/SD1. Bedroom #2. Bedroom #3, Masterbedroom and Masterbath: t 8 Shear wall btwn hallway into MBR & Powder Rm: Add Simpson HD8A at end of shear wall before return air grill. 9 Shear wall at right side of MBR: Fix Simpson HD8A due to bent anchor bolt. 1800 E. 16th Street, Santa Ana, CA 92701 • (714) 835-2800 • Fax (714) 835-2819 r FIELD REPORT SITE VISIT NO.: O N E DATE Jan. 8, 2001 PROJECT NO 700-2237 PROJECT: "HORNBEAK RESIDENCE" CLIENT NO: BBG BUILDER RANCHO CAPISTRANO DEVELOPMENT FILE NO : 2237FR1 LOCATION: La Quinta, California SHEET NO 1 OF 3 ARCHITECT: BBG ARCHITECTS ATTENTION: Tracy Dale with Rancho Capistrano Development PROJECT SUMMARY SITE Single Family house is situated in a developed area. Field Observation on Jan. 5, 2001 with Ed FIELD OBSERVATION The following structural items were observed and need to be addressed: For location and clarification of items, refer to photo reduction of framing plan on following sheet. ITEM General 1 Provide 5/8" dia threaded rod with Simpson Set Epoxy Tie. embedded 4 1/4" into foundation for missing anchor bolts or 5/8" dia. Kwik bolts with min. 2 3/4" edge distance from edge of slab. Garage and Service Room: 2 Shear wall at rear of Service Rm: Provide Simpson HTT16 at each end. Entry, Parlor, Dining Room, Family Rm, Kitchen, and Loggia: 3 Over Kitchen: Provide ladder blocking to support california framing next to Service Rm.. 4 Right side of Family Rm : Provide strap from drag truss over Family Rm to wall in front of Loggia per Detail B1/SD2. 5 Shear wall at Right side of Family Rm: Provide Simpson LGT2 from drag truss to beam in front of Loggia. Provide Simpson. LTP4 at 8"o.c. per Detail R/SD1. 6 Right side of Family Rm : Add Simpson A35's at 16" o.c. per Detail R-3/SD1. 7 Rear of Loggia: Nail 2x4 on edge to existing drag truss and nail a CS16 strap from existing 2x blocking ( 4 bays) to 2x4 on edge nailed to drag truss in lieu of Detail U/SD1. Bedroom #2. Bedroom #3, Masterbedroom and Masterbath: t 8 Shear wall btwn hallway into MBR & Powder Rm: Add Simpson HD8A at end of shear wall before return air grill. 9 Shear wall at right side of MBR: Fix Simpson HD8A due to bent anchor bolt. 1800 E. 16th Street, Santa Ana, CA 92701 • (714) 835-2800 • Fax (714) 835-2819 r ESI/FM E,Inc. STRUCTURAL ENGINEERS & CONSULTANTS FIELD OBSERVATION: "Hornbeck Residence" Date: Jan. 8, 2001 RANCHO CAPISTRANO DEV. ESI/FME J.N. 700-2237 Sheet No.: 2 Bedroom #2, Bedroom #3, Masterbedroom, and Masterbath: 10 Shear wall at Powder Rm next to Entry: Provide Simpson LGT2 at end of drag truss to post below. 11 Hardy Panel in Front of Entry: Provide Solid shim between top of Hardy Panel and beam. Provide (4) Simpson LTP4 on each side of beam to solid shim for shear transfer and add Plywood #11 from beam to top plates lenght of 10 ft. 12 Shear wall at rear of MBR Closet: Fix Simpson HTT22 due to bent anchor bolt. 13 Patio at left side of Dining Rm: Provide CS16 straps from beam to beam. (2 places) 14 Wall at left side of Dining RM: Provide two 8ft. long plywood shear panel #11 for shear transfer per Detail Q1/SD2. 15 Shear wall in Front of BR#3: Provide CS16 below window and fix Simpson HTT22 due tc anchor bolt. 16 Drag truss in front of BR#3 Closet: Add A35's from drag truss to top plate for drag connection in lieu of Detail B1/SD2. DISCLAIMER: THIS WAS A WALK-THRU REVIEW. WE DID NOT INSPECT THIS BUILDING. OUR OBSERVATION WAS ONLY FOR GENERAL CONFORMANCE TO THE PLANS AND/OR THE ENGINEER'S DESIGN INTENT. ISSUED BY: ESI / FME, IN FESS COPIES TO: STRUCTU (3) RANCHO CAPISTRANO DEV. BY: �Q �"� ��0 mac, (fax) Attn: Tracy Dale rn M Danny M �s civ P��P OF 1800 E. 16th Street, Santa Ana, CA 92701 • (714) 835-2800 . Fax (714) 835-2819 � ESI/FM E,Inc. STRUCTURAL ENGINEERS &CONSULTANTS September 26th, 2000. RANCHO CAPISTRANO DEVELOPMENT P.O. Box 980 La Quinta, CA. 92253 ATTN: Mr. Grant Hornbeak RE: Roof Truss Calculations and Layouts on "Hornbeck" for RANCHO CAPISTRANO DEVELOPMENT CO. (ESI/FME 600-2237) Dear Grant. We have reviewed the calculations and layouts by YUMA TRUSS CO. INC., they appear to comply with the requirements of our calculations and the structural plans. The review of these drawings does not relieve the contractor from compliance with the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, selecting fabrication process and techniques of construction, coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner. Thank you for your attention to this matter, please do not hesitate to contact us if we can be of further assistance to you on this project. Sincerely, ESI/FME,Inc. STRUCTU Q ?,, By:np Danny OF 1800 E. 16th Street, Santa Ana, CA 92701 • (714) 835-2800 • Fax (714) 835-2819 REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 37630 Medjool Ave. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ / ❑ POST TENSIONED CONCRETE ❑ ASPHALT XTHER V , ❑ REINFORCED MASONRY ❑ FIRE PROOFING (1 hlCj JOB LOCATION n 6 0 LA. 13( h vl,7A REPORT SEQUENCE NO. TVp- OF S^UCTUR4"0'A� �� �� VC PERMIT NO. pq� DAV OF WEEK MAAJTERIAtLLDDESCRIPTION � -3 (oARCHITECT I�R� HRS. CHARGED ENGINEER ASSISTANTS HRS. CHARGED INSPECTION DATE GENERAL,n �`/ SUB CONTRACTOR V ��Vl.' �`�A (� CONTRACTOR i d Ole, W &V9,1 rvu'-) .ems f -41A �loL.") - COPY SENT TO CLIENT ❑ CONTINUED ON NEXT PAGE ❑ FM PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MV KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. �.T v S GNAT RE OF REGISTNUD INSPECTOR ! 1 l Ute f ZA o ba If7 DATt OF REPORT REGISTER NUMBER