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SFD (0103-246)78195 Masters Cir 0103-246 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 Exp. Date 67A'203 B Date signature of Contractor ,r OWNER -BUILDER DECLARATION I he 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). r O I am exempt yr(der Section • _, B&P,C'for this reason.. WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following. declarations: () I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided, for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( ) I have and. -will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the. performance of the work for which this permit is issued. 'My workers' compensation insurance carrier & policy no. are: Carrier Policy No. 11-KNON7 COltlP&W ;. SAN0699919,320 (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 37,,00 of the Labor Code µl s all f •`tthwPith comply with those'"r`owsions.,, Date;/ a Applicant_ '`sr .% fi L•r « " ' Warning: Failure to secure Workers' Co pensation 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 propertyrfo ;inspectio95 prpes. Signature (Owner/Agent)L'`s'"ri'` %/ ! ; +`? . Dated%, ; J BUILDING PERMIT' PERM T# .DATE % VALUATION LOT . 9 TRACT IS JOB SITE APN ADDRESS OWNER CONTRACTOR / DESIGNER / EN (NEER REWPIEP If PAA(. 1:A?W'+1 Lf CA, 922 1CAJ,uvr..nYF-m 'C& 92261 f"!60 1 ;12 R;Ir' I, d9.031 'I USE OF PERMIT t 3it'hj-PX1W.1T DOLKS -MO'r; INt"LT DF!,13,t ; i yA€ 2001 CITY OF LA OUI TA FINANCE DE T S'Cxf: :6laA'T4 CUSTOM. .0NOTRUCTIaN 1 00 av'smoviv,.urowt MD) 29,5:0,40 .{! F.0 SR'17I.C'AM 4olar - FyC✓i71C lw N 0 101-000-41 . rr'IAWIIRII t`:FMCK FEE I W -00.0-13 . 3. R $'1,630. 113 M>a WPOSIS Is JUN 44,252€61 P, .VC. t.s WDCAL, Flat t ti l-00u-zi 1-00 10 ra2cIrTUCA.1%, FRE PYIf.p'Q+ BIND FEF, 101-000-4 CITY OF LA IgEA?0 FINANCE 'STR ' W- MOTION FF11.. VIMt 01.11XKI-?A fi D "W1102 0gA,l rNQ FEE, 101-000-423-000 $70.00 fah"W:34)1'EP«.1MPR,CT F1?.R S1,007.0 .. P.T IM P € BIAC'PLACES •• RMS -3P-- 701.000-2.3 3 ►1i4C1 $n6.42: IMS PRE -PAW FEE') 711W.7.41, PkI MW f FIX"S ME NOW RECEIPT DATE/, J I BY M DATE FII ►A E/ INSPECTOR -$1,25p,00 INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck_ Exhaust Fans O.K. to Wrap 9_� 5 _ p {'�' F.A.U. FramingCompressor — s. � O Insulation _` � Fireplace P.L. ` Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final -- -�G `�� POOLS -SPAS BLOCKWALL APPROVALS 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 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 ' l2/[jam Appliances Final COMMENTS: Final - G Utility Notice (Gas) 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 p Utility Notice (Perm) _ I t Notice: Document Cannot Be Duplicated Date, 5/31/01 No. 22073' -Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 760-771-8515 CERTIFICATE OF COMPLIANCE Owner Name Andrew Pierce Corporation APN# 770-360-013, Jurisdiction La Quinta No. 78-195 Street Masters Circle city La Quinta Zip 92253 ,Tract# ,::. .Lot # Square Footage Type of Development Single Famify Residence Comments 1. Permit # Log # Study Area ,. 5,935 No. of Units 1 r 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 2.05 X 5,935 or $ 12,166.75 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/ Palm Desert National Bank - Gary Lohaman Telephone 760 346-3288 Name on the check - a By 'Dr. Doris°Wilson . Superintendent 7 Tom, Fee colie'cted /exempted by Paula Ruiz Payment Received $12-- 66475 r c Check No. 082201 Signature VOTICE: Pursuant of Assembly 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 - :ollect 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 . r 3- 7-02;11:54AM;ANDREW PIERCE CORP. - - ;760+3466263 # 2/ 2 . F ........... ... .. .. , !1PITY OF/' .A' QUANTA c v BUFLpING &"SAFETY DEPARTMENT OF 1 777-7012. l i INSPECTION'.REQUESTLIN 777-7153 Owner .ANDREW PIER(' r.; C Q... r . , icl- ........_ _...._.. ' Contractor ANDREW PIERCE CORP' Permit Number 0103-246 POST ON JOB IN CONSPICUOUS'PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 78-195 M" T. EI RS:CiRCLE SFD PER DOES NOT INCLUDE BLOCK WALL/POOL/SPA-OR ' APPROACH DRIVEWAYCO& PLIANCE WITH ALL FEDERAL &STATE LAWS, " INCLUDING THty ENDANGERED SPECIES ACT OF 1973 (16 U.S. § 1531, EI i SEQ.) IF APhLICABLB; IS REQUIRE -D. } TYPE OF INSPECTION a)ATE INSP. FOUNDATION & SETBACK-.. t FOOTING STEEL ' MAIN GROUND SYSTEM GROUND PLUMBING -p S PRE-GUNITE . DO NOT POUR CONCRETE UNTIL.ALL ABOVE HAS BEEN SIGNED CONCRETE SLAB JOISTS & GIRDERS ELECTRICAL GROUND WORK I DO NOT POUR CONCRETE UNTIL ALL ABOVE HAS BEEN.SIGNED ROUGH ELECTRIC ROUGH PLUMBING ROUGH GAS & GAS TEST HEATING & VENT -A/C ' FIREPLACE ROOF BOND BEAM O.K. TO WRAP S -0/ S r' GROUT O 4' Q 8' FRAMING 4C) INSULATION tj f PRE -ROOF COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED DRYWALL INTERIOR EXTERIOR LATH POOL PRE PLASTER POOL FENCE & GATE' SEWER SEPTIC TANK - 'd FINALS ELECTRICAL ' 3 Z i PLUMBING FINAL GAS TEST —6- HEATING CHEATING - A/C HOUSE NUMBERS JOB COMPLETED TEMP POWER ' ABOVE'APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING r"J" ARCHITECTURA•L_DESIG,N,REVIEW ' June .14, 2001 Via First Class Mail W. Jody Jones ANDREW PIERCE CORPORATION Post Office Box 3420. Palm Desert, CA 92261-3420 Re: .,Lot 85, Tract 28867; 78-L9_5_Masters-Cir_cle. Setback Observation Dear -Jody, A Setback Observation was conducted at the above referenced lot this morning. The r observation confirmed that the home is within the setbacks; per the, approved Construction Documents submitted through the ADRC of Tradition. Please note that all materials/colors are subject to field review by the- ADRC for approval prior to installation. The Committee will conduct a site visit during the: regularly scheduled ADRC meeting- held .the . first and third Wednesday of the month. Notification must be received no later than the Monday prior to the meeting. Failure to receive approval of these items may result in removal and replacement of these materials and delay in construction. Any revisions made to the approved Construction Documents submitted and approved by the ADRC of Tradition will require review_and approval, prior to installation. ; If you have any questions or need additional information, please do not hesitate to call. .T `Thank you. Sincerely, . Itr' it r f 1 n Christina J. Doren '" 02001 Architectural Review Coordinator .,i cc: Jeff Lohman, APC (via first class mail) 76505 CLD AVENUE 52 — LA Qu NTn — CA 922153-1120 PHONE 760/564-3355 - FAx 7601564-2356. CONCORDE CONSULTING GROUP, INC. ENG.INEEERING & CONSTRUCTION MANAGEMENT 'r a 3505 CAMINO DEL RIO -SOUTH, #--350 SAN DIEGO, CA 9210.8 PH: (619) 516-3377 FAX; (619`)='516 3388 MEMORANDUM/FAX COVER SHEET TO: FROM: KRIPA JEFF LOHMAN COMPANY: DATE: ANDREW PIERCE CORPN 07/11/01 FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: PHONE NUMBER: SENDER'S REFERENCE NUMBER: YOUR REFERENCE NUMBER: RE: GRADE BEAM > LoT 8 REINFORCEMENT X URGENT X FOR REVIEW X PLEASE COMMENT X PLEASE REPLY ❑ PLEASE RECYCLE notes/Comments JEFF: ON THE ,BASIS OF REVIEW OF SOILS REPORT AND THE CONSTRUCTION OF RESIDENCES IN THE VICINITY OF THIS PROJECT, THE REINFORCEMENT IN THE GRADE BEAMS MAY BE REDUCED TO 1 # 5 BAR AT TOP AND BOTTOM. REVISED DETAILS ARE ATTACHED THANKS KRIPAQOf slo r CC: FILE No. S2654 Exp: 6/03 O11 • 1.- PLYWOOD SHEATHING WHERE OCCURS 2:- EXTERIOR: FINISH 1 3. - 2X:6 STUDS AT 16" "O.C'. 4- INTERIOR FINISH OR 2 EXTERIOR' PLYWOOD 4 5- 3x: P.T.D.F SILL WITH:. • 5/8„0x1.4” ANCHOR 3 BOLTS W/ 2"x2"x3/16 SQA 8 5 WASHER' AT 36" O.C. AND 1.2" MAX. FROM ENDS; OF MUD SILL. UNLESS • OTHERWISE NOTED ON D p '- ! tFINISH z; PLANS! WHERE OCCURS ° GRADE,` ° CO' 6- • 2" SAND OVER 10 MIL. VISQUEEN' OVER 2," SAND D..,, 1.-#5 REBAR CONTINUOUS TOP AND BOTTOM 6 NAT. 8 4" CONCRETE SLAB WITH L GRD. _ . 6x6/6x6 WWM OR 7 #3,@ 18" EA: WAY EXTERIOR -BEARING- OOTING SCALE: N.T.S. R r ' J 1- INTERIOR FINISH OR 3/8" SHEARWALL PANEL 2- 2X STUD ® 16" 0. C. 3- 3x P.T.D.F SILL WITH ;5/8" Ox14" ANCHOR BOLTS W/ 2"x2"x3/16" SQ.. WASHER AT 36" O.C. AND 12" MAX. FROM ENDS OF MUD SILL UNLESS OTHERWISE NOTED ON PLANS WHERE OCCURS 4- 4" CONCRETE SLAB WITH 6x6/6x6 WWM OR, #3 ® 18" EA. WAY, :5- 2"' SAND OVER 10. MIL. VISQUEEN 6- .1-#5 REBAR CONTINUOUS TOP AND BOTTOM GRD. 0 .7- WEAKEN PLANE OR CONSTRUCTION 5 JOINT WHERE IT OCCURS 6 INTERIOR BEARING FOOTING _ 0 -7 SCALE: N.T.S,. "`-' J 1-.CONCRETE SLAB .t PER FDN. PLAN 2— 5/8" GYPSUM BOARD 3— 2X6 STUDS ® 16" O.C. 4, 2 `4— INTERIOR FINISH HOUSE- 5— 3x P.T.D.F SILL WITH 3 5/8" Ox14" ANCHOR BOLTS W/' 2"x2"x3/16"• SQ. .`g WASHER AT 36" 0. C. AND. - Tw GARAGE -12" MAX. FROM ENDS OF' MUD SILL UNLESS a 8 OTHERWISE NOTED ON Ah PLANS. WHERE OCCURS 6— 2." SAND OVER 10 MIL. /i /i i /i // i EV y a • i i ij VISQUEEN OVER 2„ SAND '. NAT. 7- 1—#5;. REBAR CONTINUOUS,,,, g %/, a GRD. -. AT, TOP AND BOTTOM _ a a'&—'#3x24 coa N I I- f DOWELS ® 18" O.C.` 7 9= 6x6/6x6 WWM- ' - 10 OR #3,@ 18" V . 12ft 10— 1'—#4 T & B } . r ,. • HOUSE TO GARAGE SCALE: N.T.S. .t r • 1- EXTERIOR FINISH 2— 2X6 STUDS @ 16" O.C. 1 3— PLYWOOD SHEATHING WHERE OCCURS 2 4— 3x P.T.D.F SILL WITH 5/8" Ox12" ANCHOR GARAGE 7 w 4 BOLTS W/ 2x2 x3/16, SQ. WASHER AT 36,O.C: AND 3 12" MAX. FROM` ENDS OF 8 MUD SILL. UNLESS z OTHERWISE NOTED ON - co- PLANS WHERE OCCURS EV _ w 5— ` REINF. CONCRETE SLAB 6x6/6x6 WWM OR #3 Ca? 18 NAT. • 6— '1—#5- REBAR. CONTINUOUS %\ a - z AT TOP AND BOTTOM 5 ° 6 7- ISOLATE SLAB 'FROM STEM - _. ` •WALL e g a,d ` 8'= #3x24" DOWELS ., ® -18" O.C. 12" -9— 1—#4 T & B ...-EXTERIOR- BEARING GARAGE CURB SCALE: N.T.S. 1— FACE OF 'STUD 2— CONCRETE PORCH SLAB 3— 4" REINF. CONCRETE SLAB 4— 2" SAND OVER 10 MIL. . 3 . 7 2 VISQUEEN HOUSE- 5— 1—#5 REBAR CONTINUOUS z TOP AND BOTTOM PORCH,g— #3.X'24" DOWELS .. ° °. 4e>(7- . a .. 18" 0. C. L ° d d; 41. .. _fX 7— BEVEL—UP FLUSH AT ° ALL DOORS. 8— 1—#4 T & B ; o . a . . !...... ! / a . A ° GRD. co 5 12" 4" 8 VARIES (SEE PLAN) HOUSE. TO PORCH 5 0 SCALE: N.T.S. r 1— FACE OF STUDS BEYOND 2 REINF. CONCRETE SLAB 3— DRIVEWAY SLAB 4— 1—#5 REBAR CONTINUOUS TOP AND BOTTOM —n -21- rr ' n n 5- FILL PER SOILS REPORT, i n RECOMMENDATIONS n n. n n n n 6— 2" SAND OVER ,10 MIL. • 3 n h 7 2 T T VISQUEEN h h 7— 1 ' 1/2"' RECESS FOR GARAGE DOOR x.Ax x ° NAT. CO4. 12"co -GARAGE APRON _ 6 Al SCALE: N.T.S. - ;p f. r 1— FACE OF STUDS BEYOND 2 REINF. CONCRETE SLAB 3— DRIVEWAY SLAB 4— 1—#5 REBAR CONTINUOUS TOP AND BOTTOM —n -21- rr ' n n 5- FILL PER SOILS REPORT, i n RECOMMENDATIONS n n. n n n n 6— 2" SAND OVER ,10 MIL. • 3 n h 7 2 T T VISQUEEN h h 7— 1 ' 1/2"' RECESS FOR GARAGE DOOR x.Ax x ° NAT. CO4. 12"co -GARAGE APRON _ 6 Al SCALE: N.T.S. - r r r:._ J. r i h ,: .. r r i h ,: 1 i CONCORDE CONSULTING GROUP, INC. ENGINEEERING & CONSTRUCTION MANAGEMENT 3505 CAMINO DEL RIOT SOUTH, # 350 SAN DIEGO, CA 92 10 8 , PH: (619) 516-3377 FAX: (619) 516-338.8 MEMORANDUM/FAX COVER SHEET TO: FROM: KR]PA JEFF LOHMAN COMPANY: ANDREW PIERCE CORPN DATE: 07/06/01 FAX NUMBER: 1C,u 346253 TOTAL NO. OF PAGES INCLUDING COVER: PHONE NUMBER: SENDER'S REFERENCE NUMBER: YOUR REFERENCE NUMBER: RE: LOT 85 --- IlvIPAG-r'OF SOILS REPORT X URGENT X FOR REVIEW X PLEASE COMMENT X PLEASE REPLY' ❑ PLEASE RECYCLE notes/Comments , JEFF: 1. THE ANALYTICAL SOILS REPORT - ADDRESSES SOIL SULFATES FOR CORROSIVITY AND DOES NOT ADDRESS ALLOWABLE SOIL PRESSURES. HENCE THE REINFORCEMENT REQUIREMENTS CANNOT BE CHANGED. THERE HAS TO BE A MINIMUM OF,2 - # 5 BARS TOP AND BOTTOM WITH # 3 TIES at 24" 2. A MODIFIED DETAIL FOR THE GARAGE CURB IS SHOWN ON THE ATTACHED SHEET. 3. STEVE AT TRUSSWORKS IS NOT AVAILABLE. THEIR OFFICES ARE CLOSED TILL THE COMING MONDAY. WE HAVE TO RESOLVE THIS ISSUE NEXT WEEK. FOR THE KITCHEN AREA, PLAN ON HAVING A FOOTING OF TYPE A TO CARRY A 5 1/8". x 15" GLB AT THE LOCATION OF THE GIRDER TRUSS AND OVERHANG TO CATCH THE DRAG TRUSS ON TOP OF THE BEAM AS SHOWN ON ATTACHED DETAIL. PLEASE CONFIRM THE PROPOSAL WITHER AND TRUSS SUPPLIER.® SSlOtyq! 4. WITH RESPECT TO THE CONNECTION BETWE E E B'' AND THE TS COLUMN FOOTINGS, PLEASE NOTE D MATCH THE GRADE BEAM REINFORCEMENT IN SIZ ER.'a a ,40 KRIPA %ErP. 6to .t a1 ..... ... . .If - r- A. COnCOrd ` may; a Consulting Group, Inc' s, 3505 Camino Del Rio South, # 350,'San Diego, California'92108 LOT 85'Kitchen Area Beam to'mplace Girder Truss • `. Prepared by:'KMK. Date: 7/06/01 BeamChek 2.2 Choice 5-1/8x 15 GLB 24F -V8 DF/DF - •' BASE Fb = 2400 ADJ Fb.=3000 ' ' Conditions - Overhang, + f Min Bearing Area R1 :1.3 -int R2= 10.4 int ' f Data - Attributes Actual Critical Status Ratio •Concorde Consulting Group, Inc , • = 3505 Camino Del Rio South, # 350, San Diego, CA 92108 ' 4 k LOT'85 LA QUINTA, CA. ROOFSYSTEM r' BEAM # 35 APrepared by: NP/KMK Date: 7/10/01 BeamChek 2.2 - Choice 5-1/8x 15 GLB 24F -V8 DF/DF t. BASE Fb = 2400 ADJ Fb = 3000' Conditions Overhang, -- Min Bearing Area R1=15.7 in2R2=26.2.inz DL Defl ; 0.36'in . Data Attributes . Actual ' Critical 'Status Ratio Values r Adiustments CONCORDE CONSULTING GROUP, INC. j ENGINEEERING & CONSTRUCTION MANAGEMENT 3505 CAMINO DEL RIO SOUTH, # 350' SAN DIEGO, CA 92 10 8 PH: (619) 516-3377 FAX: (619) 516-3388 MEMORAN.DUft/T-AX COVER SHEET .TO: ' y FROM: KRII'A JEFF LOHMAN COMPANY: DATE: ANDREW PIERCE CORPN 07/11/01 FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: 1 PHONE NUMBER: SENDER'S REFERENCE NUMBER: YOUR REFERENCE NUMBER: RE: GRADE BEAM(-0T REINFORCEMENT X URGENT X FOR REVIEW X PLEASE COMMENT X PLEASE REPLY ❑ PLEASE RECYCLE notes/Comments JEFF: ON THE BASIS OF REVIEW OF SOILS REPORT AND THE CONSTRUCTION OF RESIDENCES IN THE VICINITY OF THIS PROJECT, THE REINFORCEMENT IN THE GRADE BEAMS MAY BE REDUCED TO 1 # 5 BAR AT TOP AND BOTTOM. REVISED DETAILS ARE ATTACHED THANKS KRIPA _ --Flnn CC: FILE s?ro54 Exp. 6103 /U, I 01 1- PLYWOOD SHEATHING WHERE OCCURS 2- EXTERIOR: FINISH 1 .3; 2X6 STUDS AT 16" 0..C.: - INTERIOR FINISH OR 2 EXTERIOR PLYWOOD 4 5 3x P.T.D.F SILL WITH 5/8' Ox14" ANCHOR 3 BOLTS W/ 2"x2"x3/16" SQ`. 8 5 rt WASHER AT 36" O.C. AND 12" MAX. FROM ENDS' OF MUD SILL UNLESS : D D OTHERWISE NOTED ON - FINISH z:. PLANS WHERE OCCURS ° GRADE; D... - 6- 2" SAND OVER 10 MIL. VISQUEEN OVER 2" SAND 7- 1.-#5 REBAR CONTINUO.Uc TOP AND BOTTOM NAT:. 8- 4" CONCRETE SLAB WITH: - GRD. 6x6/6x6' WWM OR 7 #3 @ 18" EA. WAY SCALE: N.T.S. 1— INTERIOR FINISH OR 3/8" SHEARWALL ' PANEL 2— 2X STUD ® .16" 0. C. 3— 3x P.T.D.F SILL" WITH 5/8" Ox14" ANCHOR BOLTS W/ 2"x2"x3/16" SQ.. ; 1 WASHER AT 36" 0. C. AND 12" MAX. FROM ENDS OF 2 MUD SILL UNLESS . . . OTHERWISE NOTED ON PLANS WHERE OCCURS 4 3 7 4— 4" CONCRETE SLAB. WITH rl 6x6/6x6 WWM OR • • • : : #3..@ 18" EA. WAY a 2" SAND . OVER 10 MIL.' :...;...: p o VISQUEEN 1 16— 1— 5 REBAR CONTINUOUS: _ TO AND . BOTTOM NAT. GRD. ©° 7—'WEAKEN PLANE ,OR. CONSTRUCTION . 5 JOINT WHERE . IT OCCURS 6 12" INTERIORBEARING FOOTING SCALE: N.T.S.. '`d 1— CONCRETE SLAB PER FDN. PLAN 2 5/8" GYPSUM BOARD 3— 2X6 STUDS ® 16" O.C. 2 4- INTERIOR FINISH 5— 3x P.T.D.F SILL WITH 5/8" Ox14" ANCHOR BOLTS W/ 2'x2"x3/16" SQ. ' vW - Q „ 1°p — i V V 1 111J L U V T L J 1 V 1 L L - , PLANS WHERE OCCURS 6— 2" SAND OVER 10 Ux"T," Rixt"A( I . ,MIL. VISQUEEN OVER 2' SAND Xx NAT. GRD. 7—: 1—#5 REBAR CONTINUOUS TOP AND BOTTOM 6 a _ AT ° a .co co 8— #.3x24" DOWELS ® 18" O.C. 7 9— 6x6/6x.6 WWM i0 OR #3. ® 18" 12" 10— 1—#4 T & B HOUSE TO GARAGE' SCALE: N.T.S. I— EXTERIOR FINISH.. 2— 2X6 STUDS ® 16" O.C:. 1 3— PLYWOOD SHEATHING WHERE OCCURS` 2 4— 3xP.T.D.F SILL WITH 5/8" 4x12" ANCHOR GARAGE 7 w 4 BOLTS W/ 2"x2"x3/16" SQ. WASHER AT 36" O.C. AND 12" MAX. FROM ENDS. OF 3 MUD SILL UNLESS 8 OTHERWISE NOTED ON PLANS WHERE OCCURS , 5- REINF. CONCRETE SLAB' . ,/,,/ 6x6/6x6 WWM OR #3 ®18 . NAT. 6— 1—#5 REBAR CONTINUOUS \ o GRD. co z :AT TOP AND BOTTOM.. 4-1 5 a 6 7—,ISOLATE SLAB FROM STEM WALL g 8— #3x24" DOWELS 6„ . .co .2i I ® 18" O.C. 9- 1—#4 T & B 12 EXTERIOR BEARING GARAGE CURB SCALE: N.T.S. 1— FACE. OF STUD 2- CONCRETE PORCH SLAB 3- 4" REINF. CONCRETE.. SLAB 1 .4— 2" SAND OVER 10 MIL. 3 7 2 VISQUEEN HOUSEz 5— REBAR- CONTINUOUS_. 6 .1—#5 TOP AND BOTTOM PORCH 6— #3 X 24" DOWELS a . a e a. 7— 'BEVEL—UP. FLUSH AT Q ALL DOORS. a .. 8- 1—#4.T & B NAT. .Q a GRD:. .. a co 00 5 1. 121 4» 8 VARIES (SEE PLAN) . HOUSE 'TO' PORCH 1 SCALE: N.T.S. SLAB REINF. (EL. 0'-0") - (EL. .-6))) a a. a FINISH GRADE „w a - . r rr OX INN #.5 T & B .. 12„ BEAM SLAB EDGE DETAIL - WITH DROPPED .GRADE SCALE: N.T.S. a 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 O REINFORCED CONCRETE O STRUCT. STEEL ASSEMBLY O POST TENSIONED CONCRETE O ASPHALT . ❑ REINFORCED MASONRY O FIRE PROOFING O OTHER JOB LOCATION ` l REPORT SEQUENCE NO. TYPE OF STRUCTURE 3 L_ CT g S ® -^(• ` " Zl e PERMIT NO. DAT i p f, 61 DAY OF WEEK MATERIAL DESCRIPTION ARCHITECT ?cRd 'rT INSPECTOR MRS. CHARGED ENGINEER CpNLO(2.( e CoNsul' . ASSISTANTS HRS. CHARGED INSPECTION DATE GENERAL -- ' CONTRACTOR - SUB ('Q -- CONTRACTOR O QJpI j v. , O rl mow` d V - i .. . S„ s r ►..; ZZ p vr- ALL.TTi e Tb C O" C.X Q.T' e. -S A L'aV tocl ck,&e:Z-1 tn 'AR.i iV%N!!l owr5;oe 5aoLid eovQ2, -e x, os d P >>rrftze PR.ov;7E S" F,.. b• d, e.,.' ,1 o o2 COPY SENT TO CLIENT O CONTINUED ON NEXT PAGE O 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. SIGNATURE OF REGISTE D INSPECTOR l 'tc3214 DA OF REPORT REGISTER NUMBFR 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 IG T6 fF REGISTE I 6 OR z j " 9 / -❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ p ❑ POST TENSIONED CONCRETE ❑ ASPHALT 'DxpIHER ❑ REINFORCED MASONRY ❑ FIRE PROOFING ` REGISTER NUMBER JOB C, T 1 1 `yJ C.Vu t REPORT SEOUENCE NO. TVPRE PET flQ^ _ ^ A /E „LJ (_J.J` [1Y!(v^w DAV OF WEEK MATERIAL DESCRIPTION ARCHITECT Te HRS. CHARGED ENGINE R • o Or C.ASSISTANTS ; SS HRS. CHARGED INSPECTION DATE GENERAL. SUB 'CONTRACTOR AT1 a CONTRACTOR_ ✓✓ E COPY SENT TO CLIENT O CONTIN ON NEXT PAGE O 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. IG T6 fF REGISTE I 6 OR z j " 9 / ATE O REPORT REGISTER NUMBER F 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 ❑ REINFORCED MASONRY ❑ FIRE PROOFING ❑ ❑ OTHER JOB LOC T Npps- i.._ ! 6 I pp' _ 1._ ; ' t e .0 t 1 0vliw, REPORT SEOUENCE NO. jIT- TYPE URE 'M REGISTER NUMBER PERM5 ---- - i, r E / O DAV OF WEEK MATERIAL DESCRIPTION ARCHITE T I S T HRS. CHARGED ENGINEER ASSISTANTS HRS. CHARGED INSPECTION GENERAL SUB CONTRACTOR 1._CONTRACTOR "D -w 4 A1_ COPY SENT TO CLIENT ❑ UED ON AGE ❑ 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. ANO..` APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS:' ^ IGNglE //DATE Of REGIS(INSP Arb (() I +-I OF V PORT REGISTER NUMBER 4 4 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 ❑ REINFORCED MASONRY ❑ FIRE PROOFING 0 ❑ OTHER JOB`L T .-.a-.- :. i K -. REPORT SEOUENCE NO. TVP FIS' RUCTURE - PER - T o` _ ^ / p ,-,, O DAV OF WEEK MATERIAL DESCRIPTION - ARCHITECT IN!TTO HRS. CHARGED ENGINEER ASSISTANTS HRS. CHARGED INSPECTION DATE - GENERAL1 A \1 SUBn CONTRACTOR — N vv' 'ti -- .-- . Q y -CONTRACTOR-'-j9 0 Ig O N - A 1J 1 " W r - - Q S oelPiroc 11 V\, D XIry Cov-,IpWco s COPY SENT TO CLIENT O CONTINUED ON NEXT PAGE 0 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. -?/ XS, T E OF REGISTERED IN ECTOR ago c9 ATE OF §EPOkT REGISTER NUMRFR t A - JON TANDY 4 t. 37630' Me.djool Ave -- Palm < Desert, SCA 92211 Office,( -760) 772-7192 - Fa ci""(760) 772-7193 "Pager (760) 776-3338 REGISTERED INSPECTOR'S WEEKLY REPORT._ i TYPE OF PERFORMED O REINFORCED CONCRETE O STRUCT. STEEL ASSEMBY - --0.„ OPOST TEJSIONE'CONC_TEINSPECTION O.ASPH_ALT ) O OTHER ' =Ff) ' X , O REINFORCED MASONRY O'FIRE PROOFING JOB -LTC - REPORT SEQUENCE NO. TY:!,; RdU.C'TURE PERMIT NO / f (CJ D9T Uf ! DAY OF WEEK MATTERERIAL DESCRIPTION y ARCHITECT .. INSPECTOR INSPECTO-R( ' HRS. CHARGED . I I ENGINEER ASSISTANTS - NRS. CHARGED INSPECTION DATE GENERAL SUB CONTRACTOR b, J {/ f CONTRACTOR 1 J Iv Q'N'. A )-c) ( S X72 (J ce-`, , . _ f It _ W _'•, ye y COPY SENT TO CLIENT O CONTINUED ON NEXT PAGE O f.. PAGE OF I CERTIFICATION OF COMPLIANCE a ll I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY SIGNATURE OF REGISTERED INSPECTOR KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE 1 ? / / v i C) / +D NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH.THE APPROVED ( , PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. GATE OF REPORT, REGISTER NUMEIFR 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 O REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY p- c P oY "r O POST TENSIONED CONCRETE ❑ ASPHALT ❑ OTHER ❑ REINFORCED MASONRY ❑ FIRE PROOFING JOB LOCATION'-- REPORT SEOUENCE NO. TYPE OF STRUCTURE -sf--D LOT Q -TI(t 7-P tTjJN` PERMIT NO. `" DATE Io11,3161 DAY OF WEEK MATERIAL DESCRIPTION r -e T -P JP - x Sz'79 ARCHITECT Stli&-E70N, Pfd iT INSPECTOR' v2 T7. HRS. CHARGED ENGINEER L-`DNc. GR Q C oNSv. i ,r• ASSISTANTS HRS. CHARGED INSPECTION GENERAL DATE CONTRACTOR ( nn -\ p 1 j C CONTRACTOR O j { o DV f=ad T 1 S e -0 0 s z -7 9 G U -f 5-17 R.o-o MCTC k- L 11-1, f` A'J WI r.ti 41,At- Tb C. ON tel e_ S P4 LA, tJ d 1z; I Ar N b R- IC. o LA 7 S 1^ kA o Covo2-eK?O5o 11 tF( PciZ7al P ovi7C ►.,i Po wt .. %. -7/62Lam. £ X p - >N-T U 3i o -z-. 1 COPY S,Nk1TO CLIENT O CONTINUED ON NEXT PAGE O PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT 1 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. SIGNATURE OF REGISTERED INSPECTOR I o -;K\ A I T"r fLn DATE OF REPORT REGISTER NUMRFR