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05-0473 (SFD) Revision 1Bin # City of La Quinta Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Cv5 Project Address:.��'Z �7�� 0_&4-0r CoV Owner's Name: A. P. Number: Address: s`Z l75 -S Com%' Legal Description: City, ST, Zip: / �j f'jd G►� Co tra tor: n c F el h T e ne. P 0 Address: Project Description: City, ST, Zip: h ne: Telephone: P State Lic. # : City Lic. #: 'Arch., Engr., Designer: Address: City, ST, Zip: ne Telephone: o z' State Lic. #: j Id�_ +. • :;:::<:: Construction Type: ccu O an cY .3 Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person:f ` Telephone # of Contact Person: � `2�-1� l Sq. Ft.: #Stories: #Units: Estimated Value of Project.- APPLICANT:. DO NOT WRITE BELOW THIS LINE # Submittal Req'd . Rec.'d TRACKING PERMIT FEES Plan Sets Plan Check submitted �� Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calc& Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for correctio /issue Electrical Subcontactor List Called Contact Person /Rn/ �Z Plumbing Grant Deed Plans picked up H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''" Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue Scliool Fees Total Permit Fees AUG-05-2005-FRI 11:43 Ali GORDON ROSS 88!82/2885 7663W19 Wm WWW.L. KAIM " 'AS AT 4UO'016 UJW- fW To rOUMPArmM PLAN AMP SHMM Kft& SOMMUZ mo.vAg" Jow 1Nuj9t --N Kx=- lip Of& IEYL 41"M ap al 20 SAM O%qm � & ML VAPM RAWSUM 44 OAR TOP AND BarM4 FAX N0-760 688 3430 P. 02 yaM EI` WHiERING SE tAt* Wd 51,-7-52 ek"17- Clide-- w MN. GOWAMM STM KAU. TO AMHrrW7VPALS rm raw seAtM:l IMPO. .04 D#JL C -ow. 04 CAP^ VWT. AT lw 0/0 - RAISM f2 -MM KAL.L FOLMATION DETAIL M-na CLAW cora - me oma" LA WWAu CA WAM rl' 0 Li iZ i YA REP 12— oor. OWMOP FOOTIMS W 2-% BARS TOP ARP Barrrom a /10 z/40 N,— xCS) OD CD Ul cn CS) w cn CD Lin LD TOLE sai � ' / oo;K53.1 24,-fklSg FOOTM W ,VM TOP AW 90. C. . . ...... CD Fi P2 Vx Ile -FCO LE Y ' RESIDENTIAL ROOM COOLING LOAD SUMMARY 1 1 l The Dutton Residence 3/17/2005 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Living Area 78°F 1150F 370F Conduction Area U -Value DETD 1 Btu/hr 1. Design Equivalent Temperature Difference (DETD) Page Total 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF SC Btu/hr FxdGIsWdW C2 (South) 0.0 x 1 + 3.0 X 32)X 0.390 = 37 FxdG! South ( 0.0 x 1 + 3.0 X 32 ) x 0.390 = 37 SWngGISDr (8) (South) ( 0.0 x 15 + 24.0 x 32) x 0.30 = 231 SwngGlsEntryDr (1) est 0.0 X 1 + 54.0 x 73)x 0.657 = 2,589 SldgGIsDr (21) (West) ( 0.0 x 1 + 128.0 x 73) x 0.40 = 3,745 FXdGISWdW P1 (West) ( 0.0 x 1 + 5.0 x 73)X 0.390 = 142 ( x + x )x = ( x + X )x = ( x + X )X = ( X + X )X = Sched. Page Total 6.7821 Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 x 2,904 x 0.500 Wattslsgft x 3.41 Btuh/Watt = 4,956 Occu ants 1.00 X 2,904 x 250 BtuhlOCc. 1 200 sgftlocc. = 3,630 ' Receptacle 1.00 x 2,904 x 1.500 Watts/sqft X 3.413 Btuh/Watt _ 14,867 Process 1.00 x 2,904 x 0.000 Watts/s�gft x 3.41 Btuh/Watt - 0 Infiltration: QO x X90 x� x x x J/ 60] _ - Schedule Air Sensible Area Ceiling Height ACH /-T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 75,0391 Sched. _ Latent Gain Frac. Area Heat Gain Btu/hr Occu ants 1.00 x 2,904 x 200 Btuh/occ. / 200 sgft/occ. = 2 904 Receptacle 1.00 x 2,904 X 0.000 Watts/sgft x 3.41 Btuh[Watt = 0 - Process 1.00 x 2,904 x 0.000 Watts/sqft x 3.41 Btuh/Watt = 0 L Infiltration: r -1001 x 4 840 x 2 904 x 13.00 x 0.50 /601 1 0.00433 = 6 592 Schedule Air Latent Area Ceiling Height ACH _w Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 9,496 ' 1 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number. Page:39 of 40 RESIDENTIAL ROOM COOLING LOAD SUMMARY The Dutton Residence 3/17/2005 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Conduction Area X U -Value DETD' Living Area 78°F 1150F 37°F Btu/hr 1. Design Equivalent Temperature Difference (DETD) Page Total 0 Items shown with an asterisk (•) denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF SC Btulhr FxdGl Wdw C2 (South) ( 0.0 X 1 + 3.0 X 32 ) X 0.390 = 37 ExrJGI,p South ( 0.0 X 1 + 3.0 x 32 ) X 0.390 = 37 Swn GIsQr 8 South ( 0.0 X 1 + 24.0 X 32 ) X 0.30 = 231 Swn GlsEnt Dr 1 (West) ( 0.0 x 1 + 54.0 x 73)X 0.657 = 2,589 SldgGIsDr (21) (West) ( 0.0 X 1 + 128.0 x 73) x 0.40 = 3,745 FxdGlsWdw P1 (West) ( 0.0 x 1 + 5.0 X 73)X 0.390 = 142 ( X + x )x = ( X + X )x = ( X + )( )x = ( x + X )x = Sched. Page Total s 7az Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 X 2,904 x 0.500 Watts/sqft xA3.413 BtuhlWatt — 4,956 Occupants 1.00 X 2,904 X 250 Btuhlocc. I sgft/occ. = 3,630 Receptacle 1.00 x 2,904 X 1.50 Wattslsgft X BtuhlWatt — 14,867 Process 1.00 X 2,904 X 0.00 Wattslsgft xBtuhlWatt — 0 Infiltration: ,.0o x Arrs J -W x xnsible Area Ceiling H309 x / 60] =7 = 6 Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 75,039 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occu ants 1.00 X 2.904 x 200 Btuhlocc. 1 20 sgft/occ. = 2 904 Rece tacle 1.00 XL 2,904 X 0.000 Watts/sqft X 3.41 BtuhlWatt = o Process 1.001 X 1 2,904 x 0.000 Watts/sqft X 3.41 BtuhlWatt = 0 Infiltration: F-1.001 X 4 840 x 2 904 X 13.00 x0.50 / 601 0.00433 = 6 592 chedule Air Latent Area Ceiling Height ACH _yy Fraction t TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 9,496 EnergyPro 3.1 8y EnergySoft User Number: 3665 Job Number. Page: 39 of 40 1 'RESIDENTIAL ROOM COOLING LOAD SUMMARY The Dutton Residence 3/17/2005 Project Title Date Room Name Guest Suite #1 Design Indoor Dry Bulb Temperature: ' Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Conduction �-38 Roof (R.38.2114.16 RL -21 Wall (W.21.M.16 Sierra Pacific Terra Pacific Area 522. 947. 48. 35. U -Value DETD 1 56.0 35.6 37.0 37.0 78°F 115°F 370E Btu/hr 819 1,909 622 492 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk ('J denote conduction through an interior surface to another room. Page Total 3 841 Shaded Unshaded Solar Gain Orientation Area SGF Area SGF Sc Btu/hr wn GIsQr 2 (.North) ( 0.0 x 1 + 48.0 X 15)X 0.30 = 216 r-qmntWdw (Al) West ( 0.0 x 1 + 35.0 X 73 ) x 0.345 = 882 ( x + x )x = ( x + x )x = ( x + x )x — ( x + x )x = ( x + x )x = ( x + x )x = A X + X )X Sched. Page Total 1,098 Internal Gain Frac. Area Heat Gain Btulhr Li hts 1.00 x 522 x 0.500 Watts/sqft x 3.41 BtuhlWatt = 891 Occupants 1.00 X 522 X 250 Btuh/occ. / 200 sgft/occ. = 652 Receptacle 1.00 x 522 X 1.500 Watts/sqft x 3.413 Btuh/Watt = 2,672 Process 1.00 x 522 x 0.000 Wattslsgft x 3.41 Btuh/Watt — 0 Infiltration: ��� x = x 522 x E-112 x / 60] _ Schedule Air Sensible Area Ceiling Height ACH 1T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,2841 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1,0 x 522 x 200 Btuh/occ. / 200 sgft/occ. = 522 Receptacle 1.00 x 522 X 0.000 Watts/sqft x 3.41 BtuhlWatt = 0 Process f1.00 X 5221x 0.000 Watts/sgft x 3.41 Btuh[Watt = 0 Infiltration: I 1.00 x 4A401 x 52 x 12.25 x 0.50 / 60] 0.00433 = 1 117 "`--- chedule Air Latent Area Ceiling Height ACH \W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,639 lEnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page: 40 of 40 �U1VG VVE SER12CE 77ROd Wildcat Dr., Palm Dcsc t, Co. 92211 (760) 360-577(► (760)36D-5719 January 25,2W6 Tom Hartung Building Official City of La Quinta Re: &w—on Residence. 52-758 claret Cove. The �iiions�inta. Q Dear Tom, We have performed structurai observation with regards to the framing for the above referenced project and find it to be in general conformance with the approved structural plans with the exception of the following: 1. provide MST48 horizontal strap and MST37 vertical strap to 51/8 X 12 glulam beams to shear wall 01, 2 and 3 as shown in detail 2/S5.1 and 4155.1. These shear walls are located at the front of Garage. 2. Provide 2-A35 at each truss panel blocking to top plate of shear wall # 6 as per detail 8/55.5. This shear wall is located at Electrical Room behind Garage. 3. For openings at shear walls #46 and #56, provide 4X6 blocking and CS16 coil strapping above and below the shear wall opening through out the length of the wall. 4. In order to accommodate AC ducts, the length of shear wall # 44 which is located at Guest Bath #2 has been reduced from 5'-6" to 31-6". To fix this, install 6X6 post at 3'-6" from the existing 3-2X6 shear wall end post and install 7/8" diameter all thread into existing footing using Simpson SET epoxy and install HD6A, holdown. Special Inspection is required for epoxy condition. provide nailing to the shear wall as per shear wall type `C'. (Note: Edge nail plywood along new 6X6 post.). Provide 2x blocking between studs below the opening through .out the length of the wall (9'-6') and provide CS16 coils strapping on the outside face of wall. S. Provide ST6224 Vertical straps on both sides to 6X6 king post (which is supporting (R38) ]4X12 Ridge beam at Entry/Foyer) to (R40) 6X8 beam. 6. Roof detail at shear wall # 7 does not reflect what is shown in detail 11/S5.5. By visual inspection the framing at this location is adequate. This structural observation does not relieve the City in any way from performing their standard structural inspections not is it in lieu of any code required special inspections. The structural observation performed should not be construed as a detailed structural inspection but as a structural observation for general conformance as per CBC 1'702, 220. If you have any questions please cal Sincerely, Jeffrey B. Young S.E. - JCM Inspections 39725 Garand Lane Suite FJL Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS EPDXY INSPECTION REPORT Date:a Project Name: �% ` Project No: � �kk\ r'l r) w\CS,�!`1�� Project Address: City: 1 -��� t .� n t \ ��J C.� LG �\.',� 4.r (f• IBC Title 24 Other: Client: Sub -Contractor: iia r— \\ �' Q co u'1 cc c. e_ General General Contractor: Architect: Structural Engineer: &0<'A,c%1 a1 � C1YIO,OQ CcZ_s E, Anchor Bolts E] Rebar Epoxy Type: l' Epoxy Shelf Life:Vats., Morar% Hole Cleaning Method(s):See `R\� (N, � ; � _ _ _ ��, E4_�� s lea= " � Weather: Unresolved Itemsc) [A None Below Description of Work Inspected: �� o sw'� ` ,. �. \n a - CC 3� ) t��\ —'�` tl c c 1. i_ 1 \ ►JC.S. G. r� i ' i .1 0 C7 i ' n Mn , '�. 5... (,1 A •l c t�. Lt .� P [A l W Q\ �' ' ~ ( 71 f i �n (� E'0AV 14 + 4 1 11.7A; \ 1+ A Oil ♦f�Y�'�P, Cr if? s.�P_1 � \ V i Work complies with written approval from Structural Engineer and ICBO Evaluation Report # e --- I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to • mply with the approved plans, specifications applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin ICC Certific\atio N�}OC42216-49 i C� \ V Contractor's Representative: c_.d A `--T — Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page 4 of C� JORDON ROSS REQUEST FOR INFORMATION SENT TO FIELD �' - 1 Project Name: I RFI#14 Lot 14 Dutton 52-785 Claret Cove Issued To: Fax No: Date Response Required: Arch. Department 1/18/2006 1/11/2006 COURT YARD FIREPLACE FRAMING DETAIL Drawing Ref. No: Spec. Ref. No: Shop Drawing No: We request the following information/clarification: please provide ASI for framing deatail around ISO KERN fireplace in court .we have changed from masonry to ISO KERN so now the city inspector requires a detail. Please refer to page S5.3 detail 9 Contractors Authorized Signature: T Scheefer 1/11/2006 Response: P�w A& Response by: e' (signature) Te �V Name (print) Date: 1-9-7-00 42-829 Cook Street, Palm Desert, CA 92211 Phone: 760-568-1712 CONSTRUCTION OFFICE' Phone: 760-564-2660 Fax 564-9036 r STRUCTURAL FILL TRUSS DETAIL AWRAWMIMMK" I MUOMWAV13% 4t - - NOTE: CONTINUOUSLY SUPPORTED GABLE ENDS WITH MAXMUM' 200 PLF DRAG LOAD DO NOT REQUIRE NAILER. SPACING 0 EAVS OUTRIGGER NOTCH DETAIL, 96066p 1loofo2 .A UNIVERSAL TRUSS, INC IM SULTANA AYE. FONTANA, CA 12276 STANDARD DETAILS • 'ON' 8" 1 NONE Jun 26,2000 0 O,OFESS�p w> Cal aM.rn �k Exp. 5 IV me a B.N. E.N. EN. SHEATH AS PER SHEAR WALL TYPE "A" CRICKET AS PER ARGHITECTURALS ROOT~ SHEATHINS 2x TRUSSES at - 24" O/G 4x6 FLAT BLK'6 w/A34 EA. 51DE 2x4 AT 16" o/a 15/32" PLYWOOD DBL. PLATE A34 STUD TO PLATE 2x4 BRACE (MIN. 2) LAP STUDS w/3-IOd s.N. 2x6 PLATE w/ 2-I6 d AT b" o% B.N. E.N. 2x BLK'& E.N. DHL. PLATE 2x4 TILT F AT Ib" O/c 16x6 BEAM V --L L 2x6 EA. SIDE OF ISOKERN UNIT (MIN. 2) SHEATH AS f SHEAR WALL TYPE "A" FRAMING DETAIL COURTYARD F I REPLACE MUTTON RESIDENCE 52—iw CLARET COVE itiito LA QUINTA, CA 412258 YOUNG G SERI G SER GE "-b04 WILDCAT DRIVE, STE C, PALM DESERT, CA \ TELs 1bO-560-5TTO FAX, 360-571a A34 5TUD TO PLATE 5fG2 v 2xb EA. SIDE OF ISOKERN UNIT (MIN. 2) wN26 HANGERS LTP4 AT 16" o% E.N. 2x6 LEDGER BLOCK vd!2-16d AT 6- o% H5 AT 16" o% Em 14 SHEATH AS PER SHEAR WALL TYPE "A" 2x4 TILT FRAMED AT 16" o/c. A54 STUD TO PLATE DBL. PLATE SHEATH AS PER SHEAR WALL TYPE "A" 2x6 STUDS AT 16" o% ■ EPDXY 5/600 A.B. AT I6" o% T' INTO CONCRETE FOOTING USING SIMPSON SET EPDXY FRAM I NG DETAIL COURTYARD F I REPLACE DUTTON RESIDENCE 52-155 CLARET COVE �••� LA GUINTA, GA 82258 YOUNG EN&INEERIN6 SERVICE5 SKI M-504 WILDCAT DRIVE, 5TE C, PALM DESERT, CA TEL: ?60-360-5TT0 FAX: 960-5'118 lzxt't+vr �I1+TL�s. 11-g^_=a ►t-�p t�Ti,• -f- F�rzl- I•f►ort �NwuefK � - �� � �11 t�P GbNN ft++MitJ� �L,�^ SLOP" 'dafloce i v ie W• tI•use Wu_ I40twsf4i rP. Uvtr. t �-4 _ iM•••• MU MIILT•Ur �t j-.IWPIC T6# *Oft bt/� � ! ale• T9 fir• IWoIGOTe4 GNU.. a USAe I 'pU16T•UP HFT�i b �' i b " .-L" rte. y A•4 . t � .• i%p e� ri►'1'to 0D'6 of-00,IA pry t'M� Pu?'roN �xT�-TY�PD-M►F -vaT�o►�. -..._ - "'Tnr..a lli5 AGT �SL-oPWG SCAT 4467 _ .. 4-ar . ,ao-s a25riff l . 1N tl� 341- 1 ce_ ' 13 4*. Pry—l1FPI-Dan Dutton Rtui denco- 4" s Feb 181439 WITck IrAr.4 Fcs. to ot-e t-0 �''.rt A . +a7 + tos LOADING 0%) SPACING 2-" CSF DEPL (M) QW) L'dep PLATFSS GRIP TCLL 20.0 plates Immease 1.00 TC 027 Ved(LL) A.00 0.7 ;.m N120 1971144 Tml. 27.0 Lumber lweaso 126 BC 0.14 Ve crL) -0.01 0- r :Pwy .BOLL OA Rep Sttt".x har YES WB 111 Harz(TL) 0.00 5 Na SCDL 17A Code . 118C97UlN= i @Itaaro Id LC LL Min VdM = 360 WW*A: 31 Ib ltIMBER SRACWNG - TOP CHORD 2 X 4 DM No.11No.2 TOP CHORD Shmthed or 6 40 on centar pudin spacing. except en d �eAFCete. BOT CHCRD 2 X 4 W -N No.IM*.2 BOT CORD KtV Ceumg oesctFT applied or -10-"On =901 urom, y. WIMS 2X4SPPSldSpi' . l•e 2 X 6 OF N NC.II(�.Z. 3ti 2 X 617E -Pt hio.lRVa.2 RiJICTFOti6 (ibtrfts) T=34TF0•S8.5=38210.5.8 IFORCM Qb) . flat Load Case Only TOP CHOW I-7=270.14 0.1.2'-X21.2-3=-16.3.4=1, 35=72 WrCHORD 9-7=132-5-56317 WEBS 1-6=191, 2-608.2-8=-413 riC�1Es I)PCWjide dmbmc to rw m water pwwt09. A q plates are IM pfatt~ unless othelwn;c indleted. -q7tsc tn= hes Gem deeipned for a 10A pst bottom chord fixe toad no wwmn(w4 wigs al1V other bm load. ptw Tabla No.16$. U13" . � TNatlues bas peotldesigned with ANSIRPI 1-1946 u{telia. . LOAD CASWIS) SfanrleM IFtUSS ENGINESAINC+ T() (;E USEU pNt.V FoATRUSSES MA 13FACTUR£L Oy UNIVirFtSAL'[RVSS. INC:. f;0NTX%A. CA Ft mo a- cur acr rewxcp Q (JaST Zx VC- ' L* . f'i+i GDC o S� loo t�D �a r� siv�s• . Q,pf ESS16 �cool a JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 IN-SPECTIONSPhone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS EPDXY INSPECTION REPORT Date: 'Project Name: A p P tN Project Address: city.. sa S1 all IBC ❑ Title 24 Other: Client: Sub -Contractor: General Contractor: Architect: Structural Engineer: aOc Xn /I Anchor Bolts Rebar. EpoxyType'S'. - ISACQ ..: Epoxy Shelf Life: kk .2 c3o-) Hole Cleaning Method(s). Wer e_ Z,(❑ Q.("Q VC, �Q CIA,% 11 A Weather: Unresolved Items: PKNone See Below Description of Work Inspected: CA r �,C\\allc LAC& , R rA,� wo-ca _0 0 cnmpt _Q Q_k AA CAAC AA I - - 0 X\tl c CV. V.0 'L N" _W A,-C. r, n* C_ a' C, N o rc�ro. MA fAn NICAC41 C.Q_ N 24 1--17M 0-,L>" 6. r \-Z at,\ � \A. via S\ I -'- , �ftc I r,�P fir�Q I c -f 0 o a nin c r ki _ Q -V7 A n yi'. C, rvi Rt3r W JI ') C', +0 U 0��, C -a "W Aa (b- X�- Ito GMA f3 -;k ". X+. 0 'r, M A a - /-lit Ll - _�rOr 4 ,1 (a- TP, A C3 oi, A -7,V M (sg -51V -�k,;x tM4,&__r sAV 'jn\"' k\" ,-5�' ((_!q� VIA, V�j C N. A_Jk (op i Gee AQ-_ i1 _ �8tloo- sh" �_-"D 0\', a -( i- 'AC. akAeA�", �4-1 Dkoq C, ILAP,\ Qr9s Cnm, \,34 1 - --h. A-, Aa t Work complies with written approval from Structural En\gi eel and ICBO Evaluation Report # I hereby certify that.1 have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications -applicable building laws. Final report issued at project completion. Inpp6ctor::Ja,ck C. Millin ICC Certific 40:9842216-49. Contractor's Representative: ti Copy'l 'JCM Inspections.) Copy 2 Project Superintendent Copy 3 Governing Agency Page oA_ I iE INSPECTIONS JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 Phone: 760-345-5554 - Fax: 760-772-3895 ILPA M S P E e T z a n S EPDXY INSPECTION REPORT Date: Project Name: X3 ' Project No: - V b Project Address: '-7� S 1.C► JQ� City: ��CQJ� �Y-=-� ' a IBC Title 24 Other. I Client: Sub -Contractor: 0 W Z �Ns CA,n General Contractor: cc� on Architect: Structural Engineer: o n tio rhu SgrOicep Epoxy Type: Epoxy Shelf Life: Hole Cleaning Method(s): Anchor Bolts R Rebar � fnfi r_ -Q. �� �r ht�S JQ �ypu , X00% \h {, i t4ko- k t &&A -CD fr We re -Q1 �y Wea er: � t) Irl rVA Unresolve s: None ❑ See Below Description of Work Inspected: �. 3 a - r l i d r Ct Q 6011.. or�� 1 Z 1iQM Work complies with written approval from Structural Engineer and ICBO Evaluation Report # S I hereby certify that 1 have inspected all of the above work unless otherwise noted, and to the best of my ability 1 have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Inspector: Jack .Millin ICC Certifi '0 0842216-49 Contractors Representative: v - Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page 01/09/2006 10:12 7603605719 YOUNG ENGINEERING SE PAGE 01 4 YM �i�LS�'`Cl y0in g � ser wfw 77 -SW Meet Ofte, SUfte C, PSIM Desert, CA 92211 • (760) SOM770 • Cwu a Svuawret Englnem • ArchMmts • Sutveytng • Code Cansuftg • Building & Safety Sent w Telecopy Transmittal To: Gordonross FAX No: Attn: Karry 918MOck Date: From: .John Thompson Project: Tel. No.: W.O. No.: Description of Document: Fireplace In courtyard comments: 1-9.06 Dutton Residence Original to be Mailed: ❑ Yes ❑ No This Material Sent: ❑ Your Piles ❑ Your Review 19 At Your Request ❑ Please Call Upon Receipt Other ❑ Total Number of pages (Including this Transmittal 2 Note: Please call and ask for teleoopier operator if you did not receive the total number of pages or cannot read the pages transmitted. Thank you. TELECOPiERS Palm Desert (760) 360-5770 YES /02 ;s 01/09/2006 10:12 7603605719 YOUNG ENGINEERING SE • PAGE 02 YlJ.UN, r��l. _ :L'IJ�B�% S�I-'R Y. I((r s • .,,�, om.__... .....�_. — – T7� C2l i7f. PBkT1 Desm� Ca 11 P,(%8Ql 391370 F.{7,��9 - January 9, 2005 Tom Hartung Building Official City of La Ouinta Ire: Autton ,Residence -,52-758 Claret Cove. La Cazntrt. Ca Dear Tom, In reference to the above noted project the partial height masonry fireplace in the courtyard off the master closet has been changed to an "Isokern" firebox. The pad footing under the Isokern firebox should be minimum 12" deep with #4 bars at 12" o/c each way, bottom of footing. Epoxy #4 dowell bars b" into the existing house perimeter footing using Simpson SET epoxy at 12" o/c (special inspection required for epoxied dowells). Lap dowell bars min. 18" with pad footing reinforcing. If you have any questions please call, Sincerely, Jeffrey B. Young , 8 rC3►_ C M r t ' JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS EPDXY INSPECTION REPORT Date: Cb' Project Nam P ojec No: Qs�c�,encs� 1 co�� �o✓t coc gjy'7,q Project Address: `Cr 3 sa^ `s$ W� t �VQ, �� Q IBC Title 24 Other: Client: S�b-Contractor: Ge al Contractor: Architect: Structural Engineer: cc7•0� Anchor Bolts Rebar Epoxy Type: S'1 f+1(.7 SO n � own �� ,� c�� Epoxy Shelf Life: �'CQ C,� ply �� Hole Cleaning Method(s):Qlj�ovorlC.�eem �c�ir�CCi �'t�l W�Co���uShsa./ PT Wec'�.Qc3 Weather: Urt1 Unresolved ems: M None See Below Description of Work Inspected: 11;� AN n C a A w x Y a lc zoo, \ o pQ cz Vno" ,\1-C (�l �Z_oO�i �o Q�s o� cactiA ` � t 0`\0 vZ n o I on q nolo o A-01 A'10 P 02Q- bd d"Oyn 4:. qSN'tJ C a 0 Oka a u o �0 .an c-. 1 �o .6 SA '1 0- 40-4 2 `t ns Q b eQvho 'n o co-ncc Work complies with written approval from Structural Engineer and ICBO Evaluation Report # a� I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final reportiKdp,,oject completion. 9 Inspector: Jack . Millin ICC Certifi ti No 0842216-49 Contractors Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page —L of I LS G OB/09/2005 15:17 7603605719 YOUNG ENGINEERING SE PAGE 01 �- ITS Yoaag Searoil0 7744 VMcM DrIM SM C. Palm Desert. CA SM1 t . (7601 MW -5M . CM & stn=ml tDlg mcm • Ardit= • Sumey" . Cade Cons mfr - Bu4dhtg & SeteW Services Telecopy Transmittal To: GORDONROSS FAX No: AUrr Kerry Date: From: Marcell Proleft Tel. No.: W.O. No.: Description of Document: Revised foundation plain Comments: 8-8-05 Dutton Residence Original to be Mailed: ❑ Yes ❑ No This Material Sent: ❑ Your Flies ❑ Your Review, At Your Request ❑ Please Call Upon Receipt Other ❑ ` Copies: Total Number of Pe9e9 (Including this Transmittal 3 Note: Please call and ask for telecopier operator if you did not receive the total number of pages or cannot read the pages bwwm*itted. Thank you. TELECOPIERS Palau Desert (760) $60-5770 YES7/02 N. OW&W FOaTINS W 2-* BARS W AND BMW ti W V% Gv U 125 T 9 cm 00 C!D OD CD Ul BATH CD w cn CD LIn LD R \ S Eel .!Kvklep F=m w 245 - TOP AIV G) T CS) 12 Vi Wk'k "k OL ' .t i '''� ' l k '`r ` y' 4 4,-N 16 TOILET 4.0 6LA. �UG705-2005 FR; 11:43 AN GORDON ROSS --W.BV2885 16:413 76B8685719 FAX NO. 760 568 3430 P. 0; YORM &WHEMNG 5E PAGE 81 Toleeopy Transmittal Te: Q,o,C,� Fapc Fioa t •I& AM um Ftarat �. Pis +� Tel. Uo.: (7 - 3ffi-BMEKT. bb Na.; Deoar{'tion of DOea.M�ifttt _�. THANKYM .Origiltsl to be Yailsq: ❑ You E3 Na This Yaterlal SORT: A Yarn pm 13- Your FWsw A Ad Your PARIP" C3. Phancl o Upon Olt>tr Q Copies: Total Number Of isa.602 (tnotadln4 this Tia-84MIttal); Mubw PM= aaQ and wR tar tehmpler *pond" N you dd ned reeftm to toW number of POM or mno rid Ift pia Thank yallt. TELECOPIERs Palm Deaort � 3fi�TTQ YES7102 AUG -05-2005 FRI 11:43 AM GORDON ROSS FAX NO. 760 568 3430 P. 02 YOUNG EHMHMTNG SE rAt n� 9B152I2555 16:48 7693655719 f 5" PLATT MTK Wave AT *00 oleo UIW. Me To T'4M+{ PA?k N FWW AM SHBW KA" SC443AU SLAB K43 INT Ib' a/c. lEA awe ap SLAS 6 MIL VAPMt 'LR 04 VAR T40P AND SM0 4 b" MIN. GONG P PTUH WALL TO ARGNIT6GT JpAV Pon V=p SeAEW Imo. 04 PAIL C -ow. 04MAR \Imr, AT too We. 5 RAiSM syeM WALL FOUWATiON VETAL wirm �►.� III2J= cuter cove - TrN MADMOH . XM .Inspections 39725 Garand Lane Suite F Palm Desert, CA 92214. INSPECTIONS Phone: 760-345-5554, - Fax: 760-772-3895 JL" I N ST E C T I o N S REINFORCED CONCRETE INSPECTION REPORT Date: $„ Project Name: Dutton Residence @ The Tradition - Project No: 05-829 Project Address: City: ' 52-758 Claret Cove La Quinta, CA Q✓ IBC Title 24 Other: .Client: Sub -Contractor: Owner R & D Concrete General Contractor: Architect: Structural Engineer: Gordon Ross Young Engineering Services Slump (inches): S,�-� Supplier: _ a Time Sampled: LJ0 Mix Design: n om, f Time in Mixer (min.): 90 Specified Strength (PSI): Water Added @Jobsite(gals.): NO/1 ar Addm'ixture: SiKa oto( -1.��� Concrete Temperature (F): �3 Truck #: Ticket #: aQS Ambient Air Temperature (F): `1 �/ Field ID Marking: _� Weather: Unresolve Items: © None E]. See Below ^ n Location of Sample: C �--t MG l, a� \�0US, 0� ' �..100 „ Cd u en ae� E] No Samples Taken Description of Work Inspected: a s n r tl Q v c0 a C Q M D Q Ci 1 L t ;J R t Ao I hereby certify that I have inspected all'of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications applicable building laws. Final report issued at project completion. .Inspector: Jack \C. Millin ICC Certify o N 0 42216-80 Contractor's Representative: Copy 1 JCM Inspeetie/ Copy 2 Project Superintendent Copy 3 Governing Agency Pageof Telecopy Transmittal To: Fax No.: Attn: Date: From: ProjectlFte: Tel. No.: (760) 360-5770 EXT. 2 Job No.: Description of Document: dr Jam•_ _ ► _ Comments: THANK YOU Original to be Mailed: • ❑ Yes ❑ No This Material Sent: Copies: 57V4 -4A>36 .02OYour Files ❑ Your Review At Your Request ❑ Please Call Upon Receipt Other (� Total Number at Pages (Including this Transmittal): Note: Please call and ask for telecopier operator if you did not receive the total number of pages or cannot read the pages transmitted. Thank you. TE,LECOPIERS Palm Desert (760) 360.5770 YF -87/02 I wARAGE COCK M STA I R.S. nurraN RIMIP 4CZ rp2-'se CLAREr DOVE x. i.r-o• LA WINTA, CA g22W YOUN& NG 5GE-5 SKI M-004 WILDCAT DRIVE, STE G, PALM DEsMr, GA 03/03/2006 17:00 7603605719 *3 BARS AT 16" O/C CENTER OF SLAB DOP ELL. 12" INTO STEM WALL. ALT. M j MINIM 2 -*4 -- CONT. YOUNG ENGINEERING SE CvARA&E CaOC ' TE STAIRS ru"ON MMIC454-E 52 -?9B GLARET COVE LA GNINTA, GA 012253 REFER TO ARCHITP_CTURALS FOR HANDRAIL PAGE 03 60 Gty? O E STEM WALL K&4 AT 16" O/c VERTICAL AND #4 AT 18" o% HORIZONTAL MOLDABLE EXPANSION JOINT FILLER 4" C.ARAOE SLAB w/03 AT 18" o/c. EA. WAY CENTER OF SLAB 2" SAND OVER & MIL VAPOR BARRIER GLR "r0UN(a r -NC r - u� r� ��5 �fC2 ?7 604 WILDCAT VW%o ~, STE C, PALM MSERT, CA 03/03/2006 17:00 7603605719 YOUNG ENGINEERING SE PAGE 04 IL cn I cil I TI Ir "llr- -4. J ONO, wi 0,010 7