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SFD (13525)53320 Avenida Madero 13525 4 4 QUM& P.O. BOX 1504 Building 53•'-320 Ave. Madero 78-105 CALLE ESTADO Address LA QUINTA, CALIFORNIA 92253 Owner Stephen n. Bones Mailing Address P.O. Drager 4656 City Zip Palm Desert, CA 92261 Contractor Same Address No. 13525 BUILDING: TYPE CONST. VN OCC: GRP.. R3 A.P. Number 774-034-004 Tel. Lot 21 Block 1$? (619) 346-3366 Legal Description Project Description SFS City Zip Tela State Lic. g 518713 City 2096 & Classif. Lic. # Arch., Engr., Ste hen )j. Jones Designer p Address I Tel. City (Zip (State I Lic. # --- LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I amilicensed under provisions of Chapter 9 (commencing with Section 00 0) of Division 3 of the Busiriess'ana Projessions,Cgde; and mydicense is in full force and OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($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 of proving that he did not build or improve for the purpose of sale.) ❑ I, as owner of the property, am exclusively contracting with licensed contractors to 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) licensed 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. 380Q„Labor Code.) Policy N Company 104 1 Y- X--' .i, iw. LCopy 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 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 subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-. mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip REMARKS J , •. ' " Sq. Ft. No. No. Dw. Size 1620, Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Ferret includes 172 1.f. of 51 block Wall and 184 s.f. of covered porch* CI MAY 1 :Q0A Retaining walls # pool, and pool walls shall be obtained separately. BY: ' ►U TL/ Minimum Setback Estimated Valuation $99,284.00 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal.r Const. 639.50 Mech. 6Z.00 Electrical 128.99 Plumbing 162.00 S.M.I. 9.93 Grading 20.00 Driveway Enc. .Ou Infrastructure 21095.US Precise P' -,-ii i-. UU TOTAL REMARKS J , •. ' " • 111 I i- n CI MAY 1 :Q0A it Is ZONE: BY: ' ►U TL/ Minimum Setback Distances: :1y r ' Front Setback from Center A — Rear Setback from Rear Prop. Line' Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ UNITS SLAB GRADE 2ND FL. SO. FT. BONDING YARD SPKLR SYSTEM POR. SO. FT. ® MOBILEHOME SVC. BAR SINK GAR. SO. FT. ® POWER OUTLET ROOF DRAINS CAR P. SO. FT. GAS (ROUGH) r?-2?-9y40METER DRAINAGE PIPING WALL S0. Ff. OTHER APPJEOUIP. DRINKING FOUNTAIN SO. FT. ® TEMP. POLE l/ URINAL ESTIMATED CONSTRUCTION VALUATION $ GROUT WATER PIPING NOTE: Not to be used as property tax valuation FINAL INSP. FLOOR DRAIN MECHANICAL FEES WATER SYSTEM FINAL INSP. WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER ROOFING`S V /Y L 7 - GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM VENTILATION 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 ® 11/4 c SEWAGE DISPOSAL SO.FT.GAR ® 3/ac HOUSE SEWER MESH 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 R AIR COND. SOLAR SETBACK GROUND PLUMBING S (( UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) r?-2?-9y40METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE l/ GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM S B G [/ L i WATER SYSTEM FINAL INSP. FINAL INSP. F—el— GRADING cu. yd. $ plus x$ _$ LUMBER GR. FRAMING /ten ROOFING`S V /Y L 7 - W S- 8A / UO REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL s 3o G LATHING MESH INSULATION/SOUND T ld FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS GARDEN WALL FINAL STRUCTURAL AND CIVIL ENGINEERING DENISE R. POELTLER, INC. 79-301 Country Club Drive • Suite 202 • Bermuda Dunes, California 92201 16 May'1994 Mr.. Mark Harold CITY OF LA QUINTA P. O. Box 1504 .,�La .Quinta, CA_...;9.2253 RE:''STEVE JONES.RESIDENCE - Plan 1550. E#2Q1'"^"53.32UAvenirda Ma`d`e:ro #202 - 53340 Avenida Madero #203 - 52570 Avenida Juarez. Dear Mark: I have reviewed the dead and live loads used for the design of gang-nail,,flat roof trusses provided 'by A. C. Houston Lumber do., and found them in substantial conformance with my original design loads, , Respectfully submitted-, -. Denise R. Poeltler �r R.C:E. 33446 ' DRP/lm W.O-: 494-15`6, 94-157', 94-158--- CC: 4-158- CC: Steve Jones, Contractor 01 wjy� of Cp�� TEL. (619) 772-3966 FAX (619) 772-3986 1 CLIENT: 'Stephen Jones Construction PROJECT, LA QUINTA RESIDENCE #201 1 ADDRESS; 53-320 Avenida Madero LA QUINTA 1. W.O. Noy: 94-156 1 - DATE; 10 MAY 1994 1 . 1 Nl�l 41 1 STRUCTURAL AND CIVIL ENGINEERING ".DENISE R. POELTLER, INC. 79-301 Country-CIuY Drive • Suite 202 • Bermuda Dunes, California 92201 TEL. (619) 772-3966 FAX (619) 772-3986 1 _ 5 0 3 ©DECADRY PRINT the flying buttresss BY GYP DATE �� 4 W.O. NO. 4 - !'�� SHEET•- 79-301 Country Club Dr., #202 • Bermuda Dunes, CA 92201 CKD DATE JOB l.A U I r ► i <' R L'� V t -r ��- f (619),772-3966 FAX(619)772-3986 PREPARED FOR:SiF,:PI+EN JoNEs NSTRtJ�-TIoN ' Po. 130x 4�s� ST J U 9/A ----_. -. Fzoca� (J A. 11. Got'1Po• Rood 581' oot7 �'LYW o INsLI 10N (. o PE6<0 1.04-0 f %`• o PSr 1�1 L01?5<0 2O� I(e 12 Phi= e'TUD VA For ST L) GGo so �� ! T = ► o PAF y � v cr Exp, 6.30.94 �Tq OF Cp�� r the flying buttressBY DRP, ti �� �4-15ly ' SHEET 79-301 Country.Club Dr., #202 Bermuda Dunes, CA 92201 DATE CKD DATE W.O. NO. JOB li - Q . 9,P—!5, I (619) 772-3966 FAX (619) 772-3986 PREPARED FOR: G wow _ �-c�.o Z.1s wnLI 01L S 33 uJ � �, R w = Co �tvc.c. pp WINO .. •� e P = Ge, c� q 1 xr�, c. G� - 4 LI Li r`1 E. Ra f~'(E tt 14� 0 9 i` � ���1 � 1 � �Ci i'G� � :moi � � . � '� � e.% ''e '#• 17+00, r ,SIT Li Bio j�i G � � T t; � ' �' rG. = 2aoo .PSI Z�'- f�,c•�( Goc--� �, ' StR r�r� � 7��1 No sol l.s' f'- F --,Po rP,.Usk L�I'iv r-1 ►N PGS I `� - ► +� f c r- Es to��! CO) . a - ; Imo, 94 of J li �F i. 11 f� ;I -II II - it 1i I d o- N O `` 1 d _ 5 -� --i - IIS--- 1 o- N -� --i - IIS--- v I 1 CPJ L�. JO8 NUMBER 94 -105 ?OB TITLE ST VE .70NES PLAN NAME LA OUINTA RESIDE t -.!(7-E DATE 1/2,%94 t OPERATOR NAME LMM k;K:-K:k;k::K::K=K k k;kik:K:k:::::;k: k."k"V.:k::K::KJ.:,P. R-1 RAFTER 'OVER-ALL LENGTH:. 7.00 PICTS AAT: .00 7 . C:...^ APPLIED LOADS (DOWN +) 'REACTIONS (UP i LEFT: 2117.0 RIGHT: 217 .0 1 USE NO2 DFL. 2X F, A= 8 X5 `0 7.563' I'= 20.797 FV= 9.5. E=1700000. DF -1.00 ' CRIT SHEAR — 189. AT 6.54 1 ". 5'kV%( A`i=F' "I, -'DF SPAN MAX MOM = 380. FT.LBS AT. x.50 F8=1450: M/(FB*S*DF )= .42 ' DEFL= —.09 AT 3.50 L/240.- 35 r (Co�0 1 1' OVER-ALL LENGTH: 4 .50 RCT' AT : 0�.. ^„ APPLIED LOADS ( DOWN +) ' 324 UNIF r,i',D '4,`L_. REACTIONS (UP }: LEFT: 729.0 RIGHT. 729.0 USE N01 DFL 4X 4 A= 12.250 S= 7.146 I= 1.505 FV= 95. E'=1800000. DF=1.00 CRIT SHEAR 635. AT .29 1 .s*.V/( A ' SPAN MAX MOM = 820. F8=1750. M/( FB*S*DF )_ FT.LBS AT 2.25 .7/9ldo:i lix. DEFL = - . 13 r;T 2.25 L/24.0 . _ .22 E 10 �q bu ' cc Exp, 6.30.94 � 4pF e OF 01 /9 1 _ 1 n� OVER --ALL LENGTH' 4:50 RCT AT' ,.00 APPLIED LOADS ( DOWN +) SO4 UNIF LOAD ##/LF REACTIONS (UP + ) LEFT.1-134.0 RIGHT:' 11'214 .0 U;=!, E N01- DFL 4X 6 A= 19.250 S= 17.646 I= 48.526 F'' -J ?! - E=1.800000. DF=1.00 CRIT SHEAR = 90.3. AT .46 1 ..5*V/( A*FV*DF) = 74; ;PA?I MAX MOM 1276. FT.LBS AT 2.25 FB=1500. M/( FB*S*DF )= .58 DEFL -.05 AT 2.25 L_!240.= 22 1 1 OV "r AL.L LENGTH 14.00 ROTS AT' ..00 '14 . 00 APPL ILD LOADS ( DOWN + ) UNIF LOAD 4/LF REACTIONS (UP t) LEFT, 644.O RIGHT: 644.0 **+ USE N01 DFL 4X 8 ****** .375 S= 30.661 I= 111.148 FV= 95. E=1800000. DF=1.00 CRT.T C.I-,EA^ = 589. AT 13. 1.0 1 .S*V/( A*FV-*DF) SPAN MAX MOM = 22S4. FT.LESS AT 7.00. Fe=1500. M/( FB*S*DF )= .5-9 DEFL= AT 7.00 L/240..= ,.70 1 12 V • 0 97 IExp, 6.30.94 �` J'pgr CIV���`�O@� E OF Ca 1 1 1 t1�,' F ^,L...L... R -SO RC"I"S• AT : .00 8 _ 50 LOADS (DOWN. r ) 1I'llE ,C.TI0NS ( UP !. E: F. i.: 1 037 0 RIGHT: 1037.0 USE N01 DFL_ 4X 6 �`,_ 19.2)50 S= 17.646 I= /4-8.526 FV r. •.. E=1800000. DF=l .00 1 C_T 'HEAR - 925, AT 46 1.S*V/( I*FV?IrDF) Pki MAX MOM 2204" FT .LBS AT 4 "2 1 1. S 00'= M/(FB*S*DF )= 1..00 r)s-r!..- ^? AT 4.25 L/2240.= .4.3 1 1 OVER--ALL LENGTH 31.00 ROTS AT, .00. 1 APPLIED LOADS (DOWN +) 260 UNIF LOAD #./LF REACTTOSIS (UP + ) 1 LEFT 390.0 RIGHT, 390.0 ******,USE N01 DFL 4X 4-�;�.*-x k 1 A= 12.2.50 S= 7.146 I= 12.505, V= 95 E=1300000. DF=1.00 CRIT SHEAR 314. AT .x..71 1 VI ( A*FI;'44D I; 1 "^�".f l MAX MOM = 293. FT . LBS AT 1..50 FB =1750 . M/( FB*S*DF )= 28 DEFL.= -- .02 AT 1.50 L/240.= .15 1 �5� 14-X SSB®PO �y4 1 CO) Exp.6-304 cv OF C�`�'® 1 . 1 , C)VER--I yLL LENGTH- 4.00 RCTS AT" .00 4-00 APPLIED LOADS ( DOWN +) 440 UNIF LOAD #/L F REACTIONS (UP +)-' LEFT: 880.0 RIGHT. 880.0 USE N01 DFL 4X .4. A= 12.250 S= 7.146 I= 12.505 1 FV-, ? _ E=1800000. CRIT SHEAR = D'F=1.00 752. AT 3.71 1 A*FV*DF) _ .5*V/( .97 SPAN MAX MOM = 880. FT.LBS AT 2.00 1 FB=1750. M/(FBS*DF )= .84 DEF,_= -.11 AT 2.00 L/240.= .20 i 1 1 , 0VER--0\.LL LENGTH: 3.50 P.CTS AT: .00 3.50 1 LOADS ( DOWN + ) 90e UNIF LOAD #/LF PEAQCTIONS (UP + ) 1 LEFT: 1589.0 RIGHT: 1589.0 * �* USE N01 DFL '4X 6 =k=R=k x A= 19.250 S= 17.646 I= 48.526 1 FV= 95. E=1800000.. DF=1.00 CRIT SHEAR = 1.173., AT 3 .04 1 .5*V/( AN*FVWDF _ .96- h1;X . MOM = 1390. FT . LBS AT 1.75 FB =1500: M/( FBWS*DF )= .63 DEFL= --.04 AT 1.75 L/240.= .17 1 a 1 �o `446 1 `r 1 . 1 OVER-ALL LENGTH: 9.50 RCTS AT, ..00 9.50 APPLIED LOADS ( DOWN + ) 404 UNIF LOAD #/L F" . REACT IONS ( UP + .LEFT, 1919 .0 RIGHT." 1919.0 USE NO1 DFL 4X10 A= 32.375 S= 49.911 I= 230.840 F 7S . E=1800000. D'F=1-.00 ' CRIT SHEAR 1608. AT 8 .73 1 .5*V/( A*FV*DF) _ ,78 SPAN MAX ,MOM = 4558. FT .LBS AT - 4 .75 ' I B-'1500. M/(FB*S*DF )= .73 DEFL= -.18 AT 4.75-L/2f+0.= 47 v5E 4x12 OVER-ALL LENGTH: 9.50 RCTS AT: .00 9.50 APPLIED LOADS (DOWN +) 56S UNIF LOAD #/LF REACTIONS ( UP +) LEFT: 2683.8 RIGHT: 2683.8 k;k k k;k;k USE N01 DFL 4X12 ' A= 39.375 S= 73.828 I= 415.283 FV= 95. E=1800000. DF=1.00 CRIT SHEAR -- 2154 AT .94. 1 .,r,*V /( A*FV)�.Dl- :- .86 ' SPAN MAX MOM = -6374. FT.L8S AT 4 FB=1500: M/( FBI:S*DF )= .69 DEFL= -.14 AT 4.75 L/240.= .47 ` ' �f ssl CO3 cc E�.0.30.94 � e �r4r CIV 1 ��T P 10 OVER• -ALL LENGTH: 5.50 RCTS AT: .00 5.50 ' APPLIED LOADS S65 ( DOWN I-) UNIT LOAD 4/LF REACTIONS (UP +)," I . LE,T : 1S53.8 RIGHT: 1553.8 ' * * USE NO1 DFL 4X 8 WW* A-= 25.375 S= 30.661 I= 111.14.8 ' FV= 0F, E=1800000. CRIT 3.HE-Ar .... DF=1.00 1212 AT _ 1 r.*V/( A*FVAfDr '% - c .60 ✓ SPr, ! MAX MOM = 2136. F T . LD'. AT 2.75 ' FB=1500. M/(FB*S*DF )= 56 DEFL= -.06 AT '2:75 L/240.= .28 11 OVER-ALL LENGTH.- 3.00 RCTS AT: .00 3.00 ' PPLIED I.-OADS ( DOWN + )' 476 UNIT LOAD #/LF REACT IONS (UP +) ' LEFT: 714.0 RIGHT: 714.0 USE .NO1 D.FL 4X 4 :-,, 12.250 S= 7.146 I= 12.505 ' l=V= 95. E=1800000. DF=1.00 CRIT SHEAR = 575. AT 2.71 1 . S*V/( A*FV*DF) = .,74 ' SPAN MAX MOM = 536. FT -.LBS AT 1.50 FB --1750. M/( FB*S*D'F )_ .51 DEFL= -.04 AT 1.50 L/240.= .15 ESI ' Exp, 8-�I V `�q� OF 1 ' OVER --ALL LENGTH . , 4.50 RCTS AT" .00 4:50 APPLIED 'LOADS ( DOWN { .) 152 UNIF LOAD #«/LF REA'CTIONS (UP + ) LEFT" RIGHT: 342.0 USE N01 DFL 4X 4� rx� A= 12.250 S= 7.146 I= 12.505 FV= 9�• . E=1800000. DF=1..00 ' (: B - 14 GARAGE HEADER ' OVER--(`iLL LENGTI-i 16.50 RCTS AT ' .00 16.50 a APPLIED LOADS ( DOWN )' ' 152. UNIF LOAD .l~/LF RE=ICTIO�dr ('UP +) ' LEFT 1254-.0 RIGHT: 1254'.0 USE N01 DFL 4X10 ?2.375 S= 49.911 I= 230.840 FV= 95. E=1800000. DF=1.00 . CF;I i 'HEAR = 1137 . AT •,15.7? 1 .S -eV/( A*FV*DF) 55 PrA,I MAX MOM — 5173. . FT :LBS AT - r'; .25 ' FB=1500. M/(FB S*DF )= .83 DEFL = —.61 AT 8.25 L/240.=82 t _ HARDWARE. MAX 60L. . (UON) (UON') P LOAD SIZE FOOTING SIZE REBAR BM' -BASE P-0 2500 2-2x4's 12" CONT. FTG. 1-#.4 T & B STG224 -. OR-4x4- DT . P-1 2500 2-2x4'S IOR EllCONT. FTG. 1-#4 T& B STG224 HFi,HD2? 4x4 DTL .I Co DTL . 2 the flying buttressS// SHEET BY DR DATE /� W.O. NO. �� 1 ' -t79-301 Country Club Dr., #202 CKD DATE , JOB Bermuda Dunes, CA 92201 (619) 772-3966 FAX (619) 772-3986 (� ` ' PREPARED FOR: 2 8' x 40 t WAItAls ws �I� ps jc 4.0� fi ✓ x l= PsF t' 1 n e�; ► 83� = 'l 5Z Ptd 1-,�- -72-Z ' � a Pc,►� •x�' S4, PLS • . x �UB') �- �3 x ! -` Pt'F x c l . x o.�i 83� - l . 7 �t. F (40 PVF GrovN�' UJ5 Clra RV..Fic q -o') }'�3x .I� Pyr x . Lo- J X Q' 1633 ► p�� ' . . G-IVF-�R' • IJ S C G)r� - 1,7• �{- fF X !o' .4- 3,5 -2 Z a. Clio P-6,Fx t -+' �2 x I+ P -6r— ;c. '\. x o, 1833 =- 7`1 ►��� G�ve-pv? o s o 11 �16V • r the flying buttress5 SHEET. BY ORP DATES W.O. NO. �4-_ � 4, 79-301 Country Club Dr., #202 4 Bermuda Dunes, CA 92201 CKD DATE JOB 9 (619) 772-3966 FAX (619) 772-3986 PREPARED FOR: O 21� X 21' wy = (I(a x Z'11� +- �� x 14 Pst= X 8� x o, 1833 = 83 PLF c��rJs ���,, =. '� 3 � .P�:� x` ,J_ =• eco Pyr- ,. . , • 3 uJW - (3 PL. P laovello,IQS , �jnla' a• F. • _ . • - ..i/ Gnaw \O t WAS . I 1 the flying buttress . -- 5 BY o91' DATE �4 CKD DATE W.O. NO. 94 - 1500 JOB OV TV QN N � SHEET PREPARED FOR: .0,/ei2TiJ.P-NI.N67 �-..... .P. �s . P. x NP,cwt-I-� z Z Fo a b X09- 8' 7,7 l7 — 4-Pa44-0 Z z �i 21+ ►3. s ION N-�n-►t z. Z 21CA 8' 3.z5 11 I215 HPAWD2Z Vl 1 I Z o Gj t4- `7 w + 16909 -7+1— wt h �L78o t o 3 8.S 4 3 150 3 I�P�lr�D 2 z - Q 888 Ic q= Io.S Q 2gl�d lo, . 5. S 538' N^D gp. s: Zo7Z 10 G G 17 2 7 ►+-P�ro zz_ J � 137<0 8' 2,3 2.'� 20� 1 I-I•Pr�►�o zZ uJ 13 7L Q � 2 ► S 2 �-- -' X 1370 8 Zt 5 S+ — An �. c Exp. 6.30•g � N f OFC the flying buttress. 72-757 Fred Waring Drive, !l5 Palm Desert, CA 92260- � BY _p�,P _DATE•_ 4_ CKD _ DATE _ W.O. NO. q4- 1+560 JOB _ QR/>Cv Ftp YZ LA-- SHEET I� IO' (619) 346-5445 __.....:....... . rZ zz - --N� i _ 03O p tit � �a,p,��� N�o e� d- l e�s M I i ! fl. t! + —FI N s j ti � l _+�� All s. o a k -N, i Exp, xP6.3 6-3 - rn Pit CIV411 Q11 I , T 7- _r. SHEAR PANEL'SCHEDULE tSTUCCO SHEAR WALL SYSTEM: 1 2 x.4 STUDS AT.24" O.C. (MINIMUM) FOME-COR-(or,equivalent) SHEATHING' APPLIED ' WITH.3" HORIZONTAL WEATHER LAPS AND. 6" VERTICAL LAPS; SPOT=FASTENED INTO PLACE. I.C.B.O.-# 1-1/2" x 17 GA.'WOVEN-WIRE LATH ATTACHED WITH 16 GA. CORROSION -RESISTANT. -STAPLES WITH 1" CROWN. ' STAPLE LEGS'=.1-1/4" MINIMUM AND LONG ENOUGH TO PENETRATE FRAMING AT LEAST 1". OVERLAP.LATH-3" MINIMUM. (Va11ow = 170 PLF) A35 CLLPS: 24 O.C. (V. w,= 225 PLF) ANCHOR BOLTS: 1/2" �' AT 32." .O. C. (Vallow= 235 PLF.) 1 tTOP, 2\ 3/8'11 APA -RATED PLYW.D W/ 8d AT 4" O .'C . EDGE, & BOTTOM PLATES,.AND 12 O.C. FIELD. P.I. = 32/16` (Va11ow = 360 PLF) ANCHOR BOLTS: -1/2" 0 AT 16", O.C. (V. = 470 470 PLF) 1 A35 CLIPS:, 12" O.C. (-VQ 1 1 0 = 450 PLF) 2 3/8" APA-RATED,PLYWD W/ 8d AT 2-1/2".O.C,.'EDGE,' .TOP, & BOTTOM PLATES, AND 12" O.C. FIELD. ' P. 1. = 32/16 'Mallow = 530 PLF). ANCHOR BOLTS=.1/,2",O AT 12" O.C.'.'(Va11ow = 625 PLF) 1 A35 CLIPS: 8" O.C. (V allow' 675 PLF) ROOF SHEATHING ' 5/8" COX, STRUCT. I PLYWD WITH 10d AT 6" O.C. EDGE BOUNDARY,' & 12" O.C. FIELD, P. 24/0, UNBLOCKED, CASE I LAYOUT (U = 285 PLF) ' -I. a110W PO 1 TESTED FOR: REPORT OF FIELD COMPACTION TESTS PROJECT: 14✓'r- 4 I d Ij DATE: J — Z• 7 - 14 OUR REPORT NO. Q -3 __ 4/0 / 2 ��- TEST DATA: TEST NO DATE ELEV DEPTH SOIL ID NUMBER MAXIMUM LAB DRY DENSITY WATER CONTENT IN PLACE DRY DENSITY PER CENT COMPACTION COMMENT' 6, OTHER tv S TEST LOCATION: NOTES: DENSITIES SHOWN: Lbs per cubic foot WATER CONTENT: Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample indicated by soil ID number REMARKS: I/ 7�-Q,� f'�1r jc �6 PSI A -10D-2 (1) ILL MATERIAL 3-2-0 2- 3. 3, 3. 4. SUBBASE 5. SOIL CEMENT 6, OTHER NOTES: DENSITIES SHOWN: Lbs per cubic foot WATER CONTENT: Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample indicated by soil ID number REMARKS: I/ 7�-Q,� f'�1r jc �6 PSI A -10D-2 (1) ILL MATERIAL 2 BACKFILL 3. BASE COURSE 4. SUBBASE 5. SOIL CEMENT 6, OTHER G>EST RESULTS COMPLY WITH SPECIFICATIONS B. RECOMPACTION REQUIRED C TEST IS AFTER RECOMPACTION espectfully submitted, Professional Service Industries, Inc. L DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated 619-775-3500 Date 5/13/94 1 Type of Permit JLaQuinta No. 112826 Permit # Log Owner Name Stephen M. Jones No. Street See Below City La Quinta Zip 92253 Study Area 110 APN # I Tract # I J Lot # 0 Square Footage 14860 Type of Development I Single Family Residence I No. of units Comments 53340 Avenida Madero 1620 sq. ft. 52570 Avenida Juarez 1620 sq. ft 53320 Avenida Madero 1620sq. ft 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: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 1.65 x 4 860 or $ 8,019.00 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 Desert Custom Homes Name on the check By Dolores A. Ballesteros Superintendent Telephone 346-3366 Fee collected /exempted by Vickie J. Durrett r' Payment Received Signature c:�' 9 �'� ZtX_E• Check No. 002003 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 ,