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0210-315 (SFD)V.44 ` LICENSED CONTRACTOR DECLARATION',' ;'I hereby affirm under penalty of.perjury that I am licensed)under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class 11,1Exp. Date hic /Date f��Signature of Contracto9r?4AY OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjurylhat a� 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. _,l 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: Cartier ,Mp,, Policy No (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 provisions of Section 3700 of the Labor Code, I shall fo fiWjth,comply with thoseljpro, ,tions` Date: Warning Failure to Secure W rkers"' pensation coverage is unlawful and " shall subject an employer to criminall(enaltles 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 enterUpon the above-mentioned property forr inspection.purpo°ses. Signature (Owner/Agent) Jo/ Date - - BUILDING PERMIT PERMIT# x DATE VALUATION , LOT'' TRACT pq JOB SITE APN ADDRESS &p)" D]Kye Gg1<.•C) D. W<� ^. _(W OWNER CONTRACTOR / DESIGNER / ENGINEER I�'t��A?d'�Z US .0 :, "�.. r�A A?2210 3919 USE OF PERMIT SNOUP TAMMY DWY- a.M110 4,950 SQ,F°F'. 1.1i,Sf0MC1J PFrPMIT DOZI NOT 1.4C1.U0X �1.0CK WAMa•; , PItWt"C' t tV1, 0-11 Fad A, CUSTOM CONSTRUCTION 4,060,00 SIS PC IRC1•i!€ ATIC3 710.00 3? (WACIWAlaP0ldT 1.NIA811 ES'iCTI 4TUD CC ffr 019, C'.C*r,°,`�9RVC"3.3:om 417,328.x30 PKIRWITKIR SUMMARY CUM`! RUC9"9Or7FRE A 01-(M-418.000 511757.50 FLAN CNECK FE r 101 -OW -439-318 $1,425.11 F99 MIP01,1)" 1010004.39.3.18 "-slwl oo 14iF".i."HANIC AJAYF ; 101-00"21-000 KLWfRJPAL F117 .7,? 101-000-42MOO PF;fdMflklM FER 101-000-4-1, 9-000 $10.25 STRONG M0110M FSE - ROMP 101.000-241-000 141,13 i7Ii.A131b1CI099 $0i-C>Ot 321-{ $13,00 I)UYVELOrPER IHPACT FRE $11410S.00 ARTIN PUBiX PI.AC.EZ, RUSK 270-000-441-000 :I 8T7B-'10T CONYMl';1'C;'I,iAONAMMAN CkT.IXX $6,511,:.58 n'9,35 PRE-RA11)1 EE$ 41=0,00 ,y 1AYEAU, MMY111719's I.I1;pF nfJ'lt'If JAN, 0 9 2003 CITY bF LA OUINTA FINANCE DEPT. RECEIPT DATEf t :r BY -- DATEFINA D L INSPE TOR / �' �--- d INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Q Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck — Exhaust Fans O.K. to Wrap _ 0 _ F.A.U. Framing_ Compressor Insulation , o Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall ? Exterior Lath Drywall - Int. Lath Final Final _ _ _ BLOCKWALL APPROVALS POOLS - SPAS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test '•Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines �_2 d j Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral_ Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test — Z Appliances Final Final Utility Notice (Gas) l=s,(�G ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: �� G.� (G A,� F 66 -- z -a"S� — ev �— . �•G23 CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road QC BERMUDA DUNES r Date 1/9/03 a Quinta, A 92253 RANCHO MIRAGE CJ INDIAN WELLS ti No. 24012 (760) 771-8515 PLAQUINTA �RINIO 0 Yp VV 0 .v Owner John &Renee Houston APN # 770-330-025 Address Jurisdiction La Quinta City La Quinta Zip 92253 Permit # Tract # Study Area Type Single Family Residence No. of Units 1 Lot.# No. Street S.F. Lot # No. Street S.F. Unit 1 53-030 Del Gato Drive 4960 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 5 Unit 10' Comments J 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 (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile .'homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $2.14X 4,960 S.F., or $10,614.40 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/Wells Fargo - Jeff Lohman Check No. 0068924851 Name on the check Telephone Funding. Residential By Dr. Doris Wilson Superintendent Fee collected /exempted by Espe Lara $10,614.40 Payment Recd Over/Under Signature � NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting L4 0 W O ADDRESS �D l CITY OF LA QUINTA �� `�'t ` � � ?PERMrr NUPd8Ek SUB -CONTRACTOR LIST�,�y� OWNER�w,y, k ��-4-LDERCA-VV L QW --IM W' - t L m JOB IQ `"TI W ids loan shell be uo Ud on the job with the Building I�nerti Cmd at a!1 times in a eonsoi nous nlaca. Only parsons appearing on this list or their employees are authorized to work �. on -this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result In a stoppage of work and/or the voidance �. of buildin perrriit. For each applicable trade, all information requested below must be completed b ap ficant. °On File` is not an acceptable response. •• Trde !'CtaeriRosion ' tractor 6(st. Con etole L"iee • .' ' 11VOrkers Coin enaKYpq;lrisurane cftV Mmi ess O Corr4m" Mama Classirlmilon License Nurtbor Exp. pan Carrier Name Policy Number Esp. Date Llmnae Number Exp. Date 3 I0.9. A, B, C -al (xxxxx:) (xx/xxhatl (eq. state Fund, CalComp) (Format Veriosi txx1xx/xx1 rxxxx) (WRA120 GAA W4DRK IC-i2i Y 1 C1Y-C C- 1 Z � DUDS �►-0� {'U -� -' (-D3 03 La 3 E -71 IV Certificate of Occupancy Tit(f 4 xP a" Building & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 53-030 DEL GATO DRIVE Use. classification: SFD Building Permit No.: 0210-315 Occupancy Group: R3 Type of Construction: VN Land Use Zone: RL Owner of Building: JOHN D HOUSTON Address: By: KIRK KIRKLAND Date: 1-5-04 Building Official POST IN A CONSPICUOUS PLACE Mc GEE SUR VEYING, INC. 73-301 Country Club Dr., Ste. 102 — Bermuda Dunes, CA 92201 Phone (760) 345-3828 — Fax (760) 772-5705 February 20, 2003 City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 Re: Pad Certification — Lot 61, Tr. 28867 Pursuant to your request a field survey was conducted on the above referenced project to determine the vertical location of the building pad. The above mentioned was found as follows: LOT ADDRESS PAD (DES) PAD (FIELD) 61 53-030 Del Gato Dr. Si erely, 1 Wayne A. cGee L.S. 5479 107.5' /NEA. Oto\ LS SM 107.5' Earth Systems Southwest y DAIUT-EST REPORT 79-811B Country Club Drive Bermuda Dunes, California 92201 • (760) 3445-1588 JOB NAME: 57 r O 'I'V r TO JOB NO: 9,,22-01 DATE: LOCATION: ("I'd L) ' ti T , California CONTRACTOR: OWNER: TEST N0. LOCATION PPP�� LOT NO. ELEVATION FIELD TESTING REFERENCE CURVE MOISTURE CONTENT % DRY DENSITY lbs/cu. ft. RELATIVE COMPACTIONDRY % MAXIMUM DENSITY lbs/cu. ft. OPTIMUM MOISTURE CONTENT % REQUIRED MINIMUM DENSITY % �s �. g I ► - N ►a�. c�. 3 q , 3 I r DRAWING REMARKS: "5 7 N S ITti rc,~T 5 �= rl t�til�14 t` n �r 0'r3r hJ S V LTA r 3 tj� t��) tR..rz � on�;C�r T t cnJ Y O r") C) c 4— V i )� r 1' _ y't n.►n n ".► T6 LIMITATIONS: This reports to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observations. No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager. CL ENT REPRESENTATIVE SIGNATURE C TECHNICIANS SIGNATURE BD -FS -001 (07/02) + 0 JON TANDY •�_ 37630 Medjool Ave. ' Palm Desert, CA 92211 Office (760) 772-7192 • Fax (760) 772-7193 REGISTERED INSPECTOR'S WEEKLY REPORT Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETETRUCT. STEEL ASSEMBLY ❑ �(�✓,I ❑ POST TENSIONED CONCRETE ❑ ASPHALT 'b�PITHER ❑ REINFORCED MASONRY ❑ FIRE PROOFING JOB LOCATION�_ 030 1 n fj �-m -0 e• L A ay ` ` REPORT SEQUENCE NO. TYPE OF TR T E PERMIT NO. Dj O� DAY OF WEEK MATERIAL DESCRIPTION_'.53ARCHITE T IN OR HRS. CHARGED If 7-- c�� ENGINEE t, ASSISTANTS NRS. CHARGED INSPECTION GENERAL SUB / DATE CONTRACTOR C A i e N CONTRACTOR 6p i 0 Y, 3 D C-0 LS LD 10 3D A* -)Li) L4 Dx3a -. w I'D (.5-T --- sJOA ss 6� o moir- 'TO C) Li e,4 R-TiIkc -�o� �' �p iP�J� LL'L4 As 0 1 ( A-1 0(2, D COPY SENT TO CLIENT ❑ CONTI ED O NEXT PAGE O PAGE OF CERTIFICATION OF COMPLIANCE '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. NATURE OF REGISTERED I ECTOR _ DA E OF REPORT REGISTER NUMBER tl'1/ lbI 'LW,7 1 �� 70 . 7fJ70074MJ:/ •�• -- • • ^ •- 5 Ve PC 0 In as. S042SON T=' GAP P TF6'. SWF. PLATE5 (N -LII w/ GOL. a W 1000 BM. • V40 THC. PLATT: MCFADDEN & MCINTOSH ARCHITECTURAL HOUSTON RESIDENCE LOT bl REASON: WELD CONDITION TO DETAIL I( -S5.6 PP. 6v om. ox, STRDW COOL" Zit �Ess�oagi - d Wn EaRO.3'3t �'► * FE 18 ms KNAPP & TANG STRUCTURAL ENGINEERS,. INC. 408 So. Stoddard Ave, San Bernardino, CA 92401 Phone: (909) 889-0115 Fax: (909) 889-0455 Email: knappae@aol.com June 13, 2003 To: City of La Quinta' Building & Safety Department Re: Houston Residence 53-030 Del Gato Drive La Quinta, CA On June 11, 2003, I' performed a structural inspection on the subject residence. I found the construction to be in substantial compliance with our structural.plans with exception of the following items: 1) At the electrical panel provide 2x6 header -with CS16 strap similar to detail 3/S5.4. 2) The architectural framing at the living room and. outdoor living room provide 3/8 plywood full height of arch and beam, or, strap stud to beam @ 12" o/c. 3) The window beam at gallery, provide Simpson A35 top and bottom, and.CS16x24" long strap from .double stud to double stud. Once these items are done, I am recommending that the contractor be allowed to install the finishes. Respectfully submitted, Che VESS/py9\ TA c y C7 No. S 4433 rv� Lo Exp. 12-31-0H J ,SPECIAL INSPECTION S.ERVIC E! 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 PCS,TRUCT. STEEL ASSEMBLY O lip 0 POST TENSIONED RETE 0 ASPHALT ❑ REINFORCED MASONRY ❑ FIRE PROOFING �THER io j JOB IOCATION,Z.,o o � ^ TD L A �\1 i ` �_,� P` `ir` V REPORT SEOUENCE NO. TYPE OF TRUCTJ,�RE 1 _ V� dl�• `/') PERMIT NO. D I� 03 DAV OF WEEK MATERIAL DESCRIPTION ARCHITECT w_ INSP TOR . HRS. CHARGED ENGINEERKw A ASSISTANTS MRS. CHARGED L SUB INSPECTION GENECONTRACTOR GA I 1 LtA CONTRACTOR S'iI��G� DATE l lBS=12t F=rP- Sly I ass L�-► C3,\- Co LS k. S — 4� rrA Gt4t6 tt 14 QlGa4� e a CoL a A D6aL aj _ 6v -k' V Q� d b Ci 'a -r' 5.�. L efb7 COPY SENT TO CLIENT O CONTINUED EXT PAGE O PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY 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. G AT RE OF REGISTERED I,& CTOR D TE OF REPORT REGISTER NUMBER liw.lvs: MERMEMEMM-11 EMMEMEM,ml mm�mmmmmml ON-MEMEMMI �24 M�Mmmmm EMMEM Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 September 17, 2002 McFadden/McIntosh Architects 72-925 Fred Waring Drive, Suite 204 Palm Desert, California 92260 Project: 53-030 Del Gato - Houston Residence Lot 61 - Tract 28867 - Tradition Golf Club La Quinta, California Subject: Geotechnical Update Ref: 1. Report of Observations and Testing During Rough Grading Engineering dated July 30, 1997, Project No. 522-6138-G 1. 2. Geotechnical Update prepared by Sladden Engineering dated Project No. 544-6130. Project No. 544-2208 02-09-537 prepared by Sladden December 12, 1996, As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed single family residence. The project site is located on Lot 61 along Del Gato Drive within the Tradition Golf Clubdevelopment in the City of La Quinta, California. It is our understanding that the proposed- residence will be a relatively lightweight wood frame structure supported by conventional shallow spread footings and concrete slabs on grade. The lot was previously graded during the rough grading of the Tradition project site. The rough grading included overexcavation of the native surface soils along with the placement of engineered fill material to construct the building pad. The, site grading is summarized in the referenced Report of Observations and Testing During Rough Grading along with the compaction test results. The referenced reports include recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in the referenced grading report remain applicable for the design and construction of the proposed residential structure foundations. Because the lot has been previously rough graded, the remedial grading required at this time Should be minimal. The building area should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted so that a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material Should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. 111 February 6, 2002 -2- Project No. 544-1417 02-02-078 Allowable Bearing Pressures: The allowable bearing pressures recommended in the grading report prepared by Sladden Engineering remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1500 psf. An allowable increase of 200 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one- third for wind and seismic loading.. The bearing soils are non -expansive and fall within the "very low" expansion category in accordance with Uniform Building Code (UBC) classification criteria. Pertinent 1997 UBC Seismic Design parameters are summarized on the attached data sheet. If you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING:= /�I / .^� •;� ��'' �, :.`fit �` ��, 1<<�Jt�•: r"_ O ccICO Brett L. Anderson ` ado 5389 Principal Engineer \ �Ex-n. 9-30-200-22 SER/pc ?r_ra, _;� Copies: 4/McFadden/McIntosh Architects Slnrlelen En;;ineering L February 6, 2002 -3- Project No. 544-1417 02-02-078 1997 UNIFORM BUILDING CODE INFORMATION The International Conference of Building Officials 1997 Uniform Building Code contains substantial revisions and additions to the earthquake engineering section in Chapter 16. Concepts contained in the code that will be relevant to construction of the proposed structure is summarized below. Ground shaking is expected to be the primary hazard most likely to affect the site, based upon proximity to significant faults capable of generating large earthquakes. Major fault zones considered to be most likely to create strong ground shaking at the site are listed below. Fault Zone Approximate Distance From Site Fault Type 1997 UBC San Andreas 13 km A San Jacinto 30 km A Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is Sp, generally described as stiff or dense soil. The site is located within UBC Seismic Zone 4. The following table presents additional coefficients and factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. Sladden Engineering Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, N, Factor, N,, C, C,, San Andreas 1.0 1.1 0.44 N, 0.64 N,, San Jacinto 1.0 1.0 0.44 N, 0.64 N„ Sladden Engineering KNAPP & TANG STRUCTURAL ENGINEER, INC. 408-S. STODDARD AVENUE SAN BERNARDINO, CA 92401 (909) 889-0115 (909) 889-0455FAX RE: HOUSTON RESDENCE Single Family Dwelling 53-0 Del Gato Drive Plan Check #0210-315 (1" check) La Quinta, California Dear Gentlemen, Address to REDLINES for structural plans not noted on checklist. Item # Work done Page 1 STRUCTURAL OBSERVATION will be perform by architect or S1.0 2 Engineer of record per U.B.C. 1702. S1.0 2 Height to width ratio to the WEST wall of the 2 -car garage will have S2.0 & 4 Seismic straps full length of wall above and below window S4.0 5 Per plans clouded. 78-80 3 2:1 ratio of the NORTH wall bedroom #2 seismic straps full length S2.0 & 7 of wall at the header location per plans clouded. S4.0 4 Renumber detail to 2-S3.1 at HERS shower per plans clouded. S2.0 5 Renumber detail to 8-S3.0 at FOYER per plans clouded. S2.0 6 Area over HERS bathrm, the 2x10 RR turn into Calif. frmg.therefore S4.0 no 6x8 and no calc. Required per detail 3-S5.6 per plan clouded. 7 The 6x14 hip has greater value than 6x10 calc for over HERS shower S4.0 is approved by the engineer of record. Address to CHECKLIST for structural plans. Item # Work done Page 1 Engineer of record shall review & approve calc's & shop Drawingand submit to the Building Department with plan check. 2 Yes, see sheet S1.0 special inspection note #6 per plans clouded STRUCTURAL OBSERVATION will be perform by architect or Engineer of record per U.B.C. 1702. S1.0 3 Architect shall submit SOIL REPORT to the city, with plan check. 4 Calcs. & plans reflect PLYWOOD WALLS R=5.5 design to bldg. S2.0 5 Yes, see pages 78-80 REVISED CALCS. this submittal plan check. 78-80 6 Yes, see pages 81-84 REVISED CALCS. this submittal plan check. 81-84 7 See 97 U.B.C. section 1613 & table 16-D also provided roof design Criteria to plans sheet S4.0 per plans clouded. S4.0 8 Yes, all strong wall construction shall be identified with I.C.B.O. #PFC-5485 per plans clouded sheet S3.0. S3.0 9 See REDLINES items #2 and #3 above for 2:1 ratio designs. 1&2 abv. If you have any question, please contract me at the above telephone numbers. Sincerely, C -e- sp& CITY OF LA QUINTA BUILDING & SAFETY DEM APPROVED FOR ONSTRUCTION DATE l 7 6 1 0^