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9907-403 (SFD)LICENSED CONTRACTOR DECLARATION I hereby affirm -under penalty of perjury that I am licensed under provisions of Chapte? 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 726552 CIO c2o t pate ICY Signature of Contractor�,r�,r�� �Yf OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). () I am exempt under Section , B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one, of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( ) 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.- 1.rAt.'1'3 T"N' `f 4<3";; "41i (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 forthwith comply with thoe ,p ovisign . ,ebate: �� 9 4� Applicant .��l'! r'.rl Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director.of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes. ;$,Signature (Owner/Agent),'' % i,�f y ' ✓ T;L a / Date ' BUILDING PERMIT PERMIT #���rsaj+ DATEQ.)VALUATION,,' �.L.f4p�� �� . LOT ,�%� TRACTJOB SITE ADDRESS 74-505 ANSNIU,A TU.NTI'��'r5 APN OWNER CONTRACTOR / DESIGNER / ENGINEER �3c��z. t�:���;�'���xtriz'c��.c�u� t.�,ttr�.s..�•����rt.�►�:, R�ic�', C'CD BOX 14130 439013 A.VENLIE 45, -SUIT8 C; LA (AIIINxC. A VA 92153 IN910 CA USE OF PERMIT `SLt+3CAJ:, PAM I L 1,1131'1aLL.04 Nte Cit L.`.x -140 1C .r 3z'K t -.,Y1 i.`i : ak Pj0L, INVEST10A £'C013 VA -1 PC=�. 4+3 9 vN.; f1. 1.'Orz wc a".'b %v#uq,�r fs3iarr (N)RCRI`f'A110 :.v0 M, +�;�5t�1�'1�L►�`�'!i.>1d `!� !Ui••UEN!••�1,$•(3U1f ?r'S��!>z.�� Y� f«1` •��('j11"1t/(+)��s4 i'3��..ry�� f��} y? ^1/,4ih`tYo-T—'~lK{v �Sy�'+ Fr, .33 10142 tic € ANIC;AY..11 P iCAt-ilut3 �i ifilt vr1 ', .11 C"YIZI('t11 Fa; 101-000.420.000 1«) (A P1 i Y!?s7i�9"f F (i( fi1fY - gfi4 fYilli tt`ri ii slre,)yy19 3�!°Yr.at�� a U. Y W� 1D �.�i46�y1.+YNQ ��✓f°�i �1��"VF/l °bA J"UtlV lxal.� rtRj'fNfit f33'tjc-"PC,. f'E :, ? P:14 �4YY-t t1-F�S.f)f3fx $ri •15 INV1a`,lf,r1."11074' V17U 1V11 000.12.1•013 �..., .,,. Lt,S.� '. 4;'drtlXi)4•E'ES "UP•:a_`V,•.K_1Ri'Y+1f VVI'S'i•7 itMp.'1"4V`4)W U 5,268.19 RECEIPT DATE BY DATE INAL INSPECTOR 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 I 1/� S7 Exhaust Fans O.K. to Wrap / F.A.U. Framing /. p0 S Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath f` Final _ Final BLOCKWALI . AP ROVALS POOLS • SPAS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final I Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final . Water Piping ou D Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection 19 5 7 Encapsulation Gas Piping Gas Test ..Z • D Appliances Final COMMENTS: Final 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 Utility Notice (Perm) _. ,� �.,�.r..'�...w-�.t...+`K-....^--.�.r`�-f�-"'"�t «`�-�- �ti--'t"'�,.�a��r'r.�.._ac--'.-•-�'-ow.F �'w--°+Ir---•� ' , l.r� x.-y:,�.t'it�,r•.�.'-a,-,,.tea �..` �ro ' " 4 4N *?'�''o 7 � P.O. BOX 1504 APPLICATION ONLY Building 78-495 CALLE O Address 7G_.•�Alm, U U oUINTA, CALIFORNIA 92253 Mailing Address P, 0. ��p:, y, j` � % City a I Zip Tel. Contractor L J4 SQL Address6/2N- !2 N- „/1 (/V,Jr State Lic. E24 ty & Classif. 74211-7 Arch., Engr., Designer f Address 5127 trj[ Tel. i-71- 23 T - DID City L State -64JIX 1 CzZ Lic.# (7Z 3 LICENSED CONTRACTOR'S DECLARATION I hereby affirm t1haCl ibl&ensed nd ; provisions of Chapter 9 (commencing with ectlon 7000) of ivision'3 of the Busines an rofessions Code, and my license is i full I, antd�s effect. .. / SIGNATURE Yf' - DATE OWNER -BUILDER DEC � ATION I hereby, affirm tha(I am exempt from the Contracto, License Law for the following reason: (Sec. 7031.5,E siness and Professions Code: Any city or county which requires a permit to construct, atter, 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 or 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: 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 r Or 'improvement is sold within one year or completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of Sale.) 1] 1, 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 doesnot 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.) 1'1 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. 3800, Labors ode.) Policy NO. Company �,f �- v`� (Copy 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 (5100) 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., 0, 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 adplicant Date Mailing Address City, State, Zip C BUILDING: TYPE-C-�fO`NST. 24= - OCC. GRP. A.P. Number 11 q 0(6-3-006 Legal Description 4r Project Description Sq. Ft. No. No. Dw. Size Stories Units New -5K Add ❑ Alter ❑ Repair ❑ Demolition ❑ Valuation PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Driveway Enc. Infrastructure TOTAL REMARKS AMOUNT ZONE: BY: Minimum Setback Distances: Front Setback from Center Line 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: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Y Desert Sands Unified School District 47-950 Dune Palms Road, Notice: La Quinta, CA 92253 Document Cannot Be Duplicated 760-771-8515 CERTIFICATE OF COMPLIANCE Date 8/23/99 APN # 769-063-006 No. 19228 Jurisdiction La Quinta Owner NameBCK Investment Group Permit #9907-403 No. 78-505 Street Avenida Tujunga Log # City La Quinta zip 92253 Study Area , Tract # Lot # 74 Square Footage 3,279 Type of Development ` Single. Family Residence No. of Units. .1 Comments 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 1.93 X 3,279 or $ 6,328.47 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 Y ' Fees Paid By CCB of A/ Jay S. Gary Telephone 770-8850 Name on the check w =� By Dr. Doris Wilson Superintendent _ At L � Fee collected /exempted by Sylvia Carrasco . Payment Received $6,328.47 w Check No. 2016566132 Signature C� [N0TlPursuant 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 CE:,, bovwibegin to run from the dale 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 Order No. . Escrow No. Loan No. .w WHEN RECORDED MAIL TO: r. Georgina Clarke P 0 ' Box 1490' ` La Quinta, CA 92253 DOCUMENTARY TRANSFER TAX $ ..............:.....Y SPACE ABOVE THIS LINE FOR RECORDER'S USE ...... Computed on the consideration or value of property conveyed;.OR ...... Computed on the consideration or value less liens or encumbrances , remaining at time of sale. Signature of Declarant or Agent determining tax — Firm,Name GRANT DEED FOR A'VALLIABLE CONSIDERATION, receipt of which is hereby acknowledged, GEORGINA CLARKE, an unmarried woman hereby GRANT(S)t6 , t { B.C.K. INVESTMENT•GROUP,'INC.., a Nevada, corporation, , t' q, the real property. in ,the City of La Qu i n•ta ., County of R.i ver's i de �� t�J u State of California, described as �d-5e A � � A � ., APN (S) f :769-06 -00 , 1007, 0091, _ �r SEE ATTACHED EXH T "A", hereby mader::a part -of. + • . Dated. August 5,• 1999 k , ORGI"ARKE STATE OF CALIFORNIA}ss. COUNTY OF -} R On f t' before me, personally appeared r personally known to me (or proved to me on the�basis .of satisfactory ' evidence) to be the person(s) whose name(s) is/are subscribed to the within I instrument and acknowledged to me that he/she/they executed the same . in his/her/their authorized capacity(ies), and that by his/her/their signa ture(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature' MAIL TAX STATEMENTS TO: x (This area for official notarial seal) r s • 1002(1/94) E , •a ' F , s e • e . S +1 Ali DOCUMENTARY TRANSFER TAX $ ..............:.....Y SPACE ABOVE THIS LINE FOR RECORDER'S USE ...... Computed on the consideration or value of property conveyed;.OR ...... Computed on the consideration or value less liens or encumbrances , remaining at time of sale. Signature of Declarant or Agent determining tax — Firm,Name GRANT DEED FOR A'VALLIABLE CONSIDERATION, receipt of which is hereby acknowledged, GEORGINA CLARKE, an unmarried woman hereby GRANT(S)t6 , t { B.C.K. INVESTMENT•GROUP,'INC.., a Nevada, corporation, , t' q, the real property. in ,the City of La Qu i n•ta ., County of R.i ver's i de �� t�J u State of California, described as �d-5e A � � A � ., APN (S) f :769-06 -00 , 1007, 0091, _ �r SEE ATTACHED EXH T "A", hereby mader::a part -of. + • . Dated. August 5,• 1999 k , ORGI"ARKE STATE OF CALIFORNIA}ss. COUNTY OF -} R On f t' before me, personally appeared r personally known to me (or proved to me on the�basis .of satisfactory ' evidence) to be the person(s) whose name(s) is/are subscribed to the within I instrument and acknowledged to me that he/she/they executed the same . in his/her/their authorized capacity(ies), and that by his/her/their signa ture(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature' MAIL TAX STATEMENTS TO: x (This area for official notarial seal) r s • 1002(1/94) Exhibit'"A" (continued .j PARCEL 3: THAT CERTAIN PORTION OF LOTS- 71,_72,•75 AND,.76""OF• DESERT CLUB TRACT, UNIT N0..51.AS.SHOWN BY MAP ON FILE IN BOOK 21 PAGE (S) 61:. AND 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY,' CALIFORNIA, BEING MORE' PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING*AT.THE NORTHEAST.CORNER OF. LOT 75 OF SAID DESERT CLUB'I' TRACT; THENCE SOUTH 89' 50",130" WEST ALONG THE NORTHERLY LINE OF SAID LOT;;, 75, A.DISTANCE OF.45:00 FEET TO A POINT THEREON; THENCE LEAVING SAID NORTHERLY LINE SOUTH 000 09' 30'! EAST, ALONG,A LINE PARALLEL WITH AND DISTANT. 80.00 FEET EASTERLY OF, MEASURED ATt RIGHT ANGLES'TO, THE WESTERLY LINE OF.SAID LOT 75, A"DISTANCE OF" 53.45 FEET; TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID PARALLEL LINE, SOUTH. 00° 09' 30" EAST, ' A DISTANCE OF 75.00 FEET TO A POINT THEREON; THENCE LEAVING SAID; PARALLEL LINE,:. SOUTH 78°,56' 41" EAST, A,'; DISTANCE OF 176.20. FEET' TO `A POINT IN THE, -EASTERLY LINE OF SAID LOT` 71, BEING ALSO A POINT IN A NON -TANGENT CURVE HAVING�A RADIUS OF" 1,400.00 FEET, THROUGH .WHICH POINT A LINE RADIAL - TO SAID CURVE, BEARS SOUTH 77° 43 32" WEST; THENCE NORTHERLY ALONG'SAID EASTERLY LINE," BEING ALSO ALONG THE ARC , OF SAID 1,400.00 FEET RADIUS'CURVE, CONCAVE EASTERLY, THROUGH A.. CENTRAL ANGLE OF 4°`05' 33" FOR AN ARC DISTANCE OF 100.00 FEET -TO A POINT"IN THE EASTERLY LINE OF SAID LOT 72, THROUGH WHICH POINT A LINE.RADIAL TO SAID CURVE BEARS SOUTH 81° 49' 05" WEST; THENCE LEAVING SAID EASTERLY LINE; NORTH 860 10' 19" WEST, A DISTANCE OF 155.73 FEET TO THE TRUE POINT OF'BEGINNING'. EXHIBIT* "A"01 n ! t PARCEL ' 1:' �s i THAT CERTAIN PORTION OF LOTS 74 AND 75 OF DESERT CLUB•TRACT, UNIT y. NO., 5, AS SHOWN 'BY MAP ON FILE IN BOOR 21 PAGES) 61 AND' 62 OF MAPS, • RECORDS- OF RIVERSIDE COUNTY, CALIFORNIA', BEING + MORE w PARTICULARLY 'DESCRIBED 'AS, FOLLOWS e ' COMMENCING AT THE'NORTHEAST,CORNER OF SAID LOT 75; —THENCE SOUTH 89° 50' 30" WEST ALONG THE NORTHERLY LINE OF SAID LOT • '75,-A DISTANCE OF 45.00 FEET TO A POINT THEREON, SAID POINT_ BEING THE TRUE POINT OF BEGINNING;' THENCE'LEAVING SAID NORTHERLY LINE`SOUTH 00°"09' 30" EAST,-ALONG A LINE PARALLEL WITH AND DISTANT 80.00 FEET. EASTERLY OF, MEASURED"AT RIGHT 'ANGLES TO THE. WESTERLY LINE OF SAID, LOTS 74 AND 75, �= (HEREINAFTER DESCRIBED AS COURSE."A") A DISTANCE OF 53.45 FEET;f THENCE-SOUTH 89",'50'• '30" " WEST,. ALONG.A., 'LINE, PARALLEL' WITH AND DISTANT 53.45 FEET.SOUTHERLY OF, MEASURED AT RIGHT ANGLES TO, THE . NORTHERLY LINE OF SAID LOT 75, A DISTANCE OF 80.00 FEET TO A POINT- IN THE WESTERLY LINE'OF.SAID LOT. 75; -THENCE NORTH 000,',09"30n WEST,'ALONG THE WESTERLY•LINE,OF"SAID LOT A . 75 AND 74, A DISTANCE OF-133.45 FEET; r' THENCE NORTHEASTERLY ALONG A'CURVE.HAVING A RADIUS,OF 20.00,FEET, .; TANGENT TO THE -LAST DESCRIBED COURSE, CONCAVE SOUTHEASTERLY, FOR AN .ARC DISTANCE OF�30.61 FEET, TO-'A'. POINT OF- REVERSE CURVATURE, . THROUGH WHICH POINT A LINE:RADIAL TO SAID CURVE BEARS NORTH 20 27' Y '03" WESTV<<, a .�. I THENCE EASTERLY ALONG A-CURVE,•HAVING A RADIUS OF 1,230.00 FEET,. TANGENT TO THE LAST DESCRIBED COURSE—CONCAVE NORTHERLY FOR-AN ARC DISTANCE OF` 60.93" FEET,TO A POINT IN THE LINE HEREINBEFORE DESCRIBED AS COURSE-"A"; THROUGH WHICH POINT A LINE RADIAL TO SAID CURVE BEARS SOUTH,.5017' 21u-EAST; THENCE SOUTH 000'09' 30" EAST ALONG SAID COURSE "A", A DISTANCE OF 103.93 FEET TO THE TRUE POINT OF-BEGINNING. PARCEL 2: THAT CERTAIN PORTION OF LOTS 75 AND•76 OF DESERT CLUB,TRACT, UNIT• NO. • 5, AS SHOWN BY MAP :ON FILE IN BOOR 21 PAGE (S) 61 AND 62 OF MAPS, RECORDS .OF RIVERSIDE COUNTY,. CALIFORNIA, BEING MORE . PARTICULARLY DESCRIBED AS FOLLOWS:'.. F COMMENCING AT THE;NORTHEAST.CORNER'OS AID LOT 75; r t THENCE SOUTH 890 50' 30" WEST ALONG THE NORTHERLY LINE'OF SAID LOT 75, A DISTANCE OF145.00 FEET TO A POINT THEREON; i THENCE-LEAVING-SAID NORTHERLY,.LINE SOUTH 000 09' 30" EAST, ALONG A LINE PARALLEL WITH AND DISTANTr80.00 FEET EASTERLY OF, MEASURED AT +•. RIGHT ANGLES TO;'j'THE WESTERLY .`LINE OF SAID LOTS-75 AND .76, i (HEREINAFTER DESCRIBED AS COURSE+"A") A DISTANCE OF' 53.45 'FEET; TO 15 THE TRUE POINT OF,BEGINNING; THENCE CONTINUING' ALONG SAID.PARALLEL LINE, SOUTH 00°'09' 30" EAST, A„DISTANCE OF 151.27 FEET TO'A-POINT IN THE SOUTHWESTERLY LINE.OF SAID LOT 76, BEING ALSO A POINT•IN A NON-TANGENT CURVE HAVING A RADIUS OF 660.00 FEET,- THROUGH WHICH POINT A LINE RADIAL TO SAID CURVE BEARS NORTH;180'37' 23".EAST;, ' THENCE NORTHWESTERLY ALONG SAID -SOUTHWESTERLY LINE, BEING ALSO ALONG THE ARC OF .SAID 660.00. FOOT.. RADIUS CURVE, CONCAVE SOUTHWESTERLY, THROUGH A CENTRAL ANGLE OF. 5° 49' 21" FOR AN- ARC , DISTANCE OF 67.07 FEET TO A POINT OF REVERSE CURVATURE,THROUGH l WHICH POINT A LINE RADIAL TO SAID CURVE BEARS NORTH 120 48' 02” EAST; , THENCE CONTINUING ALONG SAID SOUTHWESTERLY, LINE,..NORTHWESTERLY ALONG .A CURVE HAVING A RADIUS OF 20.00 FEET,' CONCAVE NORTHEASTERLY, .THROUGH A CENTRAL ANGLE OF 77''02' 28" FOR AN ARC DISTANCE. OF 26.89 FEET; THENCE NORTH 00°-09'•30" WEST ALONG THE WESTERLY LINE OF,SAID-LOTS- 76 AND 75, A. DISTANCE OF.'113.44 FEET, TOA POINT THEREON;' THENCE LEAVING SAID WESTERLY LINE,"- NORTH.•890 50'- 10" EAST, A ' • DISTANCE OF 80. W FEET TO,THE TRUE POINT OF BEGINNING. " FLOOD PLAIN DEVELOPMENT PERMIT.. ; . BU LDI SIT L CATION 'FLOOD ZONE -AO- - DEPTH a W -I p COMMUNITY- PANEL NUMBER O (` Icl . I ser � Gu� `T� • t -7(- 76 080709 0005 8 J Map 'Revised:.8/19/1991:. APPLICANT INFORMATION SECTION APPLICANT NAME eo P't n • APPLICANT ,,. �Q , � .�f'`L ADDRESS [..0 (MAILING ADDRESS, NOT THE BUILDING SITE) r , 4 DAYTIME TELEPHONE NO ` ©-�� ( 2-3 ' INSTRUCTIONS 1. A Flood Plain Development Permit is required by LQMC Section 8A 1.040(A). The Applicant should complete the Applicant Information portion of this. application and.submit it to the Engineering': Department along with the. - required documentation noted hereon at the same time the Precise Grading Plan is, submitted to the Building- and Safety Department for plan checking. 2. Documentation required priovto receiving clearance'for Building Permit issuance • Copy of the proposed Precise Grading Plan for review and approval.containing all information requited by the checklist shown on'the back of this application. 3. Documentation quired prior to receiving Flood Plain Development Permit approval 4Note, this approval occurs after the dwelling!is constructed, but before the Building & Safety Department performs its Final Inspection. f • Submit.a•completed FEMA'Elevation Certificate' form to the Engineering. Department. The Precise Grading Plar`submitted for this application has been All. requirements have been satisfied., This Flood Plain' reviewed and found to contain all data required to satisfy they Development•Permitis approved. requirements of LQMC'8.11 The proposed dwelling is eligible to receive a building permit upon satisfying ,Building & Safety Department requirements:; 'AUffHORIZEDSIGNATURE DTE AUTHORIZED SIGNATURE DATE La Quinta Engineering Department' _ La Quinta Engineering Department .William Tribble " 760-342-9825 10/21/1999 09:25:04 -AMP 2-1 . Tribble,Consftction Ca Inc. 80-655Ave. 43. , _ ;• : Indio, CA 92201 # 760.347-9755 Ur— 760-342-9825 Fax r . r October 21:1999 .,• Mark Harold z { s ` Buildirg.& Safety Manager, • City of La Quinta `4 f 504' ' Post Office Box 1504'- 2253-1504 La Quinta, CA 92253-1504- La Dear Mr. Harold: Dear .--This is our notice to you that the following project: ,Tribble Construction'Co. will no longer the general contractor for L.S. M.G. Corporation or the lists below as of this date. _ r: ' Permit'# 9907-404, 50+900 Paloma Court. Permit # 9907.403 78-505 Avenida Tujunga Permit # 9907-109 .'50-695 Calle Paloma • Thank You: • r vl N t - - • William Tribble ,y - • Pres. s . F - 4. •� •�• .: UTNLAND -` EOTECHNr-A = FOUNDATION ENGINEERS AND MATERIALS LABS COMPACTION TESTING Phone No. �>� �60-Gd66;S' Branch Office. .00 Fax No. (Nuclear Method ASTM D-2922 &. D-2950) Test No. D�D "0 =4-,2 O/ -p -O -p:S. 0t/- p -d Density Count Mal lleiO Loc tion: Moisture Count `4Z e' F i n 4. �' ` ' / t •, 1 S Moisture Correction y,4 ' . r 4. t�+srrr+� c• y�S{ ""MaYI Test No.:'i'/r`'5/r Station' �y Elevationf? -�i +.., •w Mode & Depth' b y Test NoStation -"'' h F Elevation :Mat'I �1:re Location:CG�2ezZoe �� SX Wet Density, PCF Location! eL 2 CLIENT: 1. �;,)r �,. `` `' w{`;DATE: ;/ '9' �D TECHNICIAN: Dry Density, PCF Gauge Serial No. /T <r % Derisiry"scd.: C �� Moisture Std. `{ .+ '�,' � ' r • For4o. 160 Plaza Printers 344.731^5 % Moisture `d . r': ` �/< p.' CZ112.4 /1 Standard Dens. OptimurnMoisture % Compaction, /:,xG�'t�' r ` r7.�' Specified De ` sity •�`� ter,- ;t. ..:.: ; • . �,•�....,, cam^ � MaYI:v� ' Test o.: �c./Station''"`-�- - Elevation: Loc tion: Te s No.: C/��'.00�%.- '• Station.: Elevation: Mat'I: Loc tion: Test No. '?/Q�/ ['3 ~ Statiori t I�Elevatlon Mat'I: `4Z _ Locatiori:.L F i n 4. �' ` ' / t •, Tesf No' Cgs/ y St fion - Elevatlon.F_ Mat'I: Location: GOt alt/ Cr'ieii 10/ . r 4. t�+srrr+� c• y�S{ ""MaYI Test No.:'i'/r`'5/r Station' �y Elevationf? -�i +.., •w o� - ..y s.•r.�.f,{ :' F �- A {J.1 t 1Y t:,. 1 Location: Test NoStation -"'' h F Elevation :Mat'I �1:re Location:CG�2ezZoe �� SX Test No.:'6/002vation Location! PROJECT NrA,ME.,..i1� �r Y%+ :C-1a/111I_Y tPFS: C�Pr%CT'rj2fr.i� . PRC)JECT NO.:7r r CLIENT: 1. �;,)r �,. `` `' w{`;DATE: ;/ '9' �D TECHNICIAN: 5 6442_!_! ' 0111W,0' Gauge Serial No. /T <r % Derisiry"scd.: C �� Moisture Std. `{ .+ '�,' � ' r • For4o. 160 Plaza Printers 344.731^5 A� L BOB. HOFFMAN ;Structural Engineer r '- y ' Thursday,December 30, 1990-1. ` •CITY OF.LA'QUINTA R City of La Quints BUILDING & SAFETY. DEPT. Mark Harold, Business NlanageiAPPROVED- 78495 QV. 78-495 Calle Tampico . FOR CONSTRUCTION La Quints 92253-1504 �. (760) 777=7015'' ' s DATE BY f v ` Group . "2.3" 7roun "25e, A Re.: 'Residences at : •50-695 Calle Paloma'; •r50-625 Calle Paloma 50-900 « « 50-655' . . 7&505 fAve Tajunga ­'. 50-735 Request that MaxiPanel exterior siding, as approved by ICBG, Report # ER -5139 • (enclosed), be substituted for the OSB Waferwood panels, as • shown in the original calculations and drawings. The original calculations'(e-nclosed) have been reviewed. From them, a ; factor of 1.24X has been applied'for thc'correct seismic multiplier (0.17 x W),. = : The corrected shears have been tabulated with a new calculation; R sheet. No of the shears exceed 1.88 # as permitted for MaxPanels:.' • ;.. , W All walls�will be•sheathed with 5/16"�Maxipanels, with 6 -penny x 2". nails spaced at 6'° on;'cenfer.. °There is one exception. Shear wall #.17-'( of 6,12. - Group 25) shall remain with OSB panels, nailed•8d @ 6,12: . •� �--Yours •�. � ., •�; . a pproval of this change is requested. Thank you/ _ • . s f. QRpFESS/0� ' cz /2-3/—may r+ �U 114, Sig Alfaro Drive, Rancho Mirage .92270 -,4758 s • "+ Tel / Fax (760), 568 - 2967 (Note the change) R• BOB HOFFMAN, Structural Engineer L/ r� CFO K is i � x g' _ Zags / S �i (S C. �tif ZSo 7—/Z TAW s4'coo T _ OrAooi ��o S 9� x 8 / Z Z S x �,.z/L /�c� C C-tea rc� <;Ox Z..."I OTib(= 8.2 32 o � ::s; P G Ts 7s eel C> -?70 .?70# q < �;rn rm c= W J 2 �• �� 5 '. q Sia Alfaro Drive,- / Rancho Mirage, Cal , 92270-4758 Tel / Fax (760) 568-2967 ( Note change)RpCTURP x/99 'F ,/7/0. �.�/_ /0 pr CAO BOB ' HOFFMAN Structural , Engineer 70)� 01—e c -xr Lloo, (a./4=x/ot7<�;.x8',s=/oo�x.z.s7-2582 ` • � %moo Q • 6 � : • . w �� � �1 • x 2..5 7 _ X34 %�, ' _ 973''� S2 '�e � ado '•��-I -_ .��o i s,� = y�io .� �9� -V � -USS �{'I 4/0 /"o, e Q r•- %c%a /�S s . / . U-05 e e Sig Alfaro Drive, • Rancho Mirage, Cal 92270-4758 r `Tel / Fag (760) 568-2967 ( Note change) -14 fil BOB HOFFMAN Structural En�`� gineep v,, •� �, c�7,>�_5 i �� _/.�� sem. ,,,.5'�i ec��- . . -..��� 6 T -05 e'a r- �-fes.•//-mac%.-� cL• ` ' , .. z Gig � G 0,7 �O lVz 7!x/7 C Y. Com•- 5 � S, i7 c% �� �7 a- /� � � `_v � //•s � ,� c� // r . . . y. 4� QRpFFSSIOAj W O 9 4rn .. m No. 1145 Six Alfaro Drive, Rancho Mirage 92270-4758 J'J tplR�RP� Tel / Fax (760),568 - 2967 ( Note the change) q CT1I rF OF CA1JF�� ICBG Evaluation Service, Inc: COT 5360 WORKMAN;MIL.L ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building, Officials ' EVALUATION REPORT` i - ' -ER-5139 Copyright ©1997 ICBG Evaluation Service, Inc. y i Y• Reissued May 1, 1997 Hling Category: WALL COVERING (288) , r MAXIPANEL EXTERIOR SIDING AND SOFFIT PRODUCTS 223 MaxdPlank: MaxiPlank is installed in accordance with the manufac- . MEXALIT INDUSTRIAL; SA de C.V. ,_: - _' turer's instructions on wood or metal framing designed to meet the code. • 17141 KINGSVIEW AVENUEA CARSON, CALIFORNIA 90746 weather-resistive barrier complying with Section. 1402.1 of the code is y ► installed over, the framing. Fasteners are used at each stud. Fasteners 1.0 SUBJECT r►. placed less than 2 inches from the ends of planks are predrilled. For E s exposed fastening on wood studs, 6d galvanized common nails or No. 11 M_ axiPanel Exterior Siding and Soffit Products. - gage (0.125-inch (3.18 mm)' shank diameter, 0.275-inch-diameter (6.98 . : 2.0• DESCRIPTION`.'. - mm) head, 2.087 inches (53 mm) long] roofing nails are used through both over- and undedapping planks. For metal studs,�,RPI C-Drill No. 8 by 'Ll General:', 151e inch self-drilling and self-embedding saews are used. See Figures 6, MaxiPanel exterior wall siding is a noncombustible fiber-cement flat sheet • 'Ma)dSoifit,. 7 and 8 for details. ' For concealed fastening No. 11 gage by 11/4-inch or No. 11 gage by material and incudes MaxiPanel; MaxiPlank and MaxiBacker 13/4-inch galvanized roofing nails for wood studs and RPI C-Wing No. 8 by products. The product is composed of cement, silica sand and cellulose fibers and is available with a smooth or wood grain exterior surface. The 11/4-inch self-drilling and self-embedding screws for metal studs are used. The fastener is inst0led through the top of the underiapping plank only. products can be, cut with a power saw using a masonry, carbide- or din= ` See Figures 9 and 10 for details. , mond-tipped blada, hand guillotine or knife available from the manufac- turor' " Two adjacent planks butt jointed together are centered over a No. 26 - MaxiPanel and MaxdSoifit are flat sheet materials used for, siding on gage galvanized steel joint plate. A small gap is left between planks and filled with an approved structural grade caulking. See Figures 11,12-and exterior walls and soffits. MaxiPlank is a lap siding board manufactured in 13for details. Vertical joints arestaggered a minimum of two feet from adja- 6-, 7112-, 8'14-, 9112% and 12-inch (152,191, 210,241 and 305 mm) widths cent courses. Plank overlap is varied to suit the particular height of the wall and is used for exterior wall siding. MaxiBackei is a smooth floor and wall with a minimum of 11/4 inch. We backer board with square or recessed edges.- Metal or wood stops and flashing are fastened at all corners and open- Nominal dimensions arefisted in Table I, maximum_ wind loads are fisted ings. " in Table 2 and shear values are listed in Table 3. 224 MaxdBacker: In flooring applications, Maxibacker is installed over - 2.2 Instailation: minimum 3/4-inch exterior grade plywood subfloor, mechanically attached r? - 221 General: The.-framing assembly components are sized• and ' to floor joists. The total floor system is designed so that maximum deflec- tion in a plane, including live and dead loads, is 1/360.of the span, in constructed to meet local building code requirements and in accordance with the framing manufacturer's latest printed specifications. Wood fram- accordance with the code. MaxiBacker is fastened with No. 11 gage by . 1114-inch galvanized roofing rials or No. 8 by 11/4-inch C-Drill Nails ing is spaced a maximum of 16 inches on center. Steel framing is minimum No. 20 gage (0.035 inch) spaced at 16 inch or 24inch centers. screws. a screws are spaced at 6inches on-center around the perimeter and in . 3/s-inch the field, minimum from edges and 2 inches from caners..AC 222 MaxlPanel and MaASofflL- MaxiPanel and MaxiSoffit are installed 1/9-inch gap is left between board and wells to allow for expansion'. . in accordance with the manufacturer's instructions on wood or metal fram- For wall applications, MaxiBacker is installed as outlined in Section ` ing designed to meet the code. One-quarter-inch-thick panels are limited 22.2• - f to 164nch stud spacing in wood or metal framing. For wood studs, 4d gal- 2.3 Identification: s ' vaned box nails (0.09Anch=diameter shank, 0218-i6ch-diameter head, 1.585 inch length)'spaced at 6 inches on center ale_ used to fasten the 2.3.1 MaidPanel: Each panel is marked with the product name, thickness panel. For metal studs, RPI C-Drill No. 8 by 11/4-inch (minimum) self-dril- . ling and self-embedding screws spaced at 6 inches on center are used., and lot number. Each pallet containing 50 sheets of 1/4-inch, 50 sheets of /16 inch or 40 sheets of r/te-inch MaxiPanels bears a label indicating the Fasteners areplaced a minimum of 2 inches from corners and 3/8 inch from name and address'of manufacturer, product designation; evaluation report I ' edges. See Figures 1; 2 and 3 for details` v ' number (ICBO ES ER-5139), lot number, and the name of the quality con- Panels are joined over-framing: A gap of approxdmately1/18 inch is trol agency, Ramtech Laboratories, Inc. - - allowed between panels which is caulked with an approved exterior latex 2.3.2 MaMPlank: One plank in each tier is marked with the product name I caulk. See Figures 4 and 5 for jointing methods. , and lot number. Each pallet containing 312 planks 6 inches (152 mm) wide, Metal or wood stops and flashing are fastened at all corners anden• ings. oP 252 planks 71/2 inches (191 mm) wide, 228 planks 81/4 inches (210 mm) E wide, 190 planks 91/2 inches (241 mm) wide or 160 planks 12 inches (305 When installed as noted in this section; the panels comply with Section mm) wide; is labeled with the name and address of the manufacturer, prod- uct designation, evaluation report number (ICBG ES ER-5139), and the, ` 1402.1 of the code. , :.. `' name of the quality control agency, Ramtech Laboratories, Inc. f Evaluation reports ojICBOEvtuuation Service, Inc., are issued solely to provide information to ClassA numbers ojICB,?, utilizing the code upon which the report is based. Evaluation reports are not to be construed as;vpresenting aesthetics or any other attributes not speet/icaUy atldre. ted nous an endorsement oe recommen- dation for use of the subject'rop in t;. , This report is based upon indep; ndent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc:, technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent veri tcation• There is no warranty by ICBG Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, inerehantability. Page 1 of 4 Page 2.of 4 ER -5139 2:3.3 Max!Backer: Each panel is marked with the product name, thick- this report comply with the 1994 111ifform B I U11ding Code'" . subject t ness and lot number. Each pallet containing 100 sheets of.MaXiBacker -the following conditions: - bears a label indicating the name and address of the manufacturer, product designation, evaluation report number (ICBO ES ER -5139), lot number 4.1 Th , 9 product Is manufactured, Identified and Installed In and the name 0 the quality control agency Ramtech Laboratories,* Inc. accordance with this report and the manufacturer's Instruc- tions: 3.0 EVIDENCE SUBMITTED 42 A weather-resistlire barrier complying with Section 1402.1 of the code Is Installed over framing with Ma)dPlanL -Reports of tests in accordance With ICBO ES Acceptance Criteria for Fiber 4.3 The product Is manufactured by Mexalit'Industrial, S.A. do Cement Panels for Use as Exterior Wall Siding (AP90) dated September 1993, quality control manual and installation instructions. C.V, In Santa Clara, Estado do Mexico, Mexico, under a quality control program with Inspections by Ramtech Laboratories, 9 Inc. (NER-OA293). 4.0 FINDINGS 1996 Accumulative Supplement: This report is unaffected1. by the supplement. That the MaxiPanel Exterior Siding and Soffit Products described In This report Is subject to re-examination In one year. TABLE I—DIMENSIONS OF MAMPANEL AND MAXIPLANK PRODUCTS 7A PRODUCT MaxipaneL WIDTH (Inches) 48 LENGTH (feeq 8,9110 THICKNESS (Inch) Y4, -'/1E6,7/16 maxisoffit 24,48 8,9,10 1 1 ';/4, /16 EE7 -MaxiPlank 6. 71/2, 81/4, 91/2,12 10,12 /16 iBacker 36,48 4,5,8,9,10 '/4, '/16 TABLE 2—MAXIMUM WIND LOADS (Continued) I MAXIMUM BASIC WIND SPEED PRODUCT THICKNESS onzhes)' FASTENER TYPE FASTENER SPACING FRAME TYPES STUD SPACING 141EIGHT OF 0nPh) FOR CATEGORY? EXPOSURE B C MaxiPanel – 1/4 4d Box,",/2--incl- 6 inches oc. 2 by 4 Woo its encheel l 16 15 120 long aa IS �110- 20 120 110 40 120 100 60 120 job V 100 110 90 MaxiPanel /16 6d Common 2 -inch= 6 inches O.C. 2 by 4 Woods 16 .200 15 -100 85 120, '110 long naiIS2 20 120 110 oo 40 120 110 60 .120 100 100 110 90 MaxiPanel— _7/16, 7/16 No. 8 by 11/4 -inch- 6 inches o.c. No.20 a. by 16,24- 200 15 100 85 120 t long RPI C -Drill 5/ 3 _pb by 20 120 100 screws 13/gB ,cb metal 40 110 90 90 C -Stud 60 11 100 80 100 95 80 MaxiPlank 6inch 5/16 6d Common 2 -inch- Through overlap 2 by 4 TV7oo—dS 1-6 200 85 75 15 120 71/2 inch long naiIS2 every stud (exposid) - 120 110 110 81/4 inch 40 120 110. 91h inch 0 120 100 —7/16 to6o 200 120 110 !100, 95 MaxiPlank 12 inch No. 11 ga. 2.087- i 'Through overlap 2 by 4 Woods 16 15 105 1051 inch -long galva- nized roofing nails; every stud (exposed) 20 - 100 ::85 80' 80 40 60 90 0 75 70 MaxiPlank— 6 No. 11 ga. 13/4 -inch -Through top edge of 2 by 4 Woods 16 16 15 71/2 inch long galvanized roofing naiIS4 plank every stud (concealed) 20 110 110 too 100 80 80 81/4 inch 40 9501 75 91/2 inch 60 90 70 100, 80 N/A MaxiPlank 6 inch —71-16 No. by1 8- Through overlap No. 20 ga by 16,24 200 70 N/A 15 . , 7112 inch jilk Clillcli 10. PI every stud (exposed) 35/8 -inch y 20 -120 120 100 I 8 14 inch screws 13/i -inch metal 40 120 • oJ 100 90 91/, inch C -stud 60 110 110 85 ,100 too 100 80 .200 go 90 75 (Continued) I 14d box'nsil has 0.09 -inch -diameter shank and 0.218 -inch -diameter head: PRODUCT THICKNESS -` onches) , FASTENER TYPE FASTENER SPACING' FRAME TYPES STUD SPACING nches 9 MaxiPlank 71/2 inch /16 No: 8 by 11/4 -inch- Through top edge of No. 20 ga. by 16,24 70 8i/4 inch 85 long RPI'C-wing plank ever stud 35/ inch b N/A 100 91/2 inch N/A . screws (concealed) 134 -inch metal. 15 105 80 20 100 , C -stud. 40 90 •70 60 85' 70 100 „ N/A " - N/A MaxiSoffit /4.. 4d box 11/2 -inch- 6 inches o.c. 2 by 4 Wood 16 80 20 100` long nails, 40 •90 '70 ' MaxiSoffit , ' /16 6d common 2 -inch-- 6 inches o.c. 2 by 4 Wood 16 N/A N/A long nails2 90 70` 20 85 ,. N/A 40 .75 N/A 60 70 R N/A MaxiSoffit r.. /16.; No; 8 by�l,/4-inch=, 6 inches o.c: No: 20 ga. by . 16,24 long RPI C-drill351 inch by screws 13/8 -inch metal ' C -Stud For S1: 1 inch = 25.4 mm, 1 foot = 304.8 Into 1 mph = 1 609 km/h 14d box'nsil has 0.09 -inch -diameter shank and 0.218 -inch -diameter head: MAXIMUM BASIC WIND SPEED HEIGHT OF (mph) FOR EXPOSURE ' CATEGORY? BUILDING 4No. 11 gage galvanized roofing nail has 0.120 -inch -diameter shank and 0.385 -inch -diameter head. 5Wood is specific 0.42 9 I C 15 100 75 20 90 70 40 85 ..N/A 60 80 N/A 100 70 N/A . 200 N/A N/A 15 105 80 20 100 , 80 40 90 •70 60 85' 70 100 „ N/A " - N/A 200 N/A N/A -stud 6, ,. for Sl: 1 inch = 25.4 mm, l plf = 14.59 N/m. 15 105 80 20 100` 80 40 •90 '70 60 85 '70 100' N/A N/A 200 ' N/A N/A 15 90 70` 20 85 ,. N/A 40 .75 N/A 60 70 R N/A 100 N/A s. N/A 200 N/A N/A 14d box'nsil has 0.09 -inch -diameter shank and 0.218 -inch -diameter head: • ' 4d common nail has 0.125 -inch -diameter stiank and 0.265 -inch -diameter head. , 3No. 11 gage nail has 0.125 -inch -diameter shank and 0.275 -inch -diameter head. 4No. 11 gage galvanized roofing nail has 0.120 -inch -diameter shank and 0.385 -inch -diameter head. 5Wood is specific 0.42 « . gravity or higher. 6Wood i� specific gravity 0.49 or higher. r 7N/A--note applicable. TABLE 3 -PERMITTED SHEAR VALUE LOADS FOR PANEL SHEAR WALLS (pounds per lineal foot) .PRODUCT. THICKNESS k 0=11ts)' . FASTENER SIZE AND TYPE STUD TYPE FASTENER ' SHEAR.VALUE MaxiPanel i SPACING pncA) (ptt) /a 4d box nail 1 /2 inch Iona 2 by 4 Wood 6 MaxiPanel /16 6d comfnon nail 2 inch long 2 by 4 Wood , 188 MaxiPanel 1 6 h6 No. 8 by 11/4 -inch RPI GDrill screw" No. 20 ga. by 35/g -inch by 13/g -inch metal C -stud 6 188' MaxiBacker 1/4 4d box nail 11/2 inch long '' 2 b 4 Wood Y 130 MaxiBacler 6 /16 No. 8 by 11/4 -inch RPI C -Drill screw No. 20 ga. by 35/8-incb by 13/8 -inch metal C 188 -stud 6, ,. for Sl: 1 inch = 25.4 mm, l plf = 14.59 N/m. 130 ~ 1All board edges must be supported by,framing. Panels are applied with the long dimension parallel or perpendicular to studs. All edges must be blocked. -'The maximum height-&lengtb ratio for construction in. this table is 2 to 1. 3Wood is specific gravity 0.42 or higher .: '44d box nail has 0.09-inch-diametershank and 0.218 -inch -diameter head. ' _ 56d common nail has 0.125 -inch -diameter shank aid 0,265 -inch -diameter head. R ' Page,4of4' - - ER -513 2• min. Fiber * Wood Batten - from corners I Cement Cover 1 s III Strip 1 '; I •� I� I I Panel Building 1 I 1"I' • 11 Paper s. • �� III 8 I I ' • �- - I III 1 ' Wood Frame - Metal Frame 1 I I Fig. 2 Wood Stud f Iii I Fig. 4 Vertical joints j III I } l I Il Maxi Cover I • : , IJ ` Wood I 11 Strip Batten I Panel I 111 Ye• min. Y. min. Ya"min. - Metal Z Flashing II/r L Fig. 3 Metal Stud . 8• max. approx. Wood Frame Metal Frame Fig. 1 ` Fig.`s Horizontal joints Corner studs nails` M A X I P L. A N K. .. � •i or screwsChalk. Line r f , Shim strip' ' Fig. !6 • M1 * f w Fig •• 7 • Fig.,8 +; Wood Stud Metal Stud Fig' 9. " fig. 10`. Wood Stud • Metal Stud. . r' r Bend Downgs' T T F `C-DRILLTM, C-WINGTM Back Lugs Concealed jointing system Metal Fig 11 • joint Plate Fig' 12 Fig. 13 3 I Caulking of Plank joint Fig, 14 C i � I BOB HOFFMAN, Structural Engineer . / [/ ✓� �� �/ f/ I7c�" `. 'T'/J U DX 3.Sx1 / 1 � 2 5 X 9 � •fF = ' X7.3 --7X / Z — � f.� �•. .. —7(o X g�0 27 ------------- c �D�,� y,l2 _ X97, 3</x 39/ __.. QROfESS/�w� Off, F M01 r. - ?;, .—_....._.... _..– W O N it 5rn ,a t: Si: Alfaro Drive, Rancho Mirage, Cal 92270-4758 .r: Tel / Fax (760) 568-2967 ( Note change)„�,�RP�' ti BOB . HOFFMAN, Structural Engineer >1' /. .... ........./ `' x /O C-5 C.1, 14 x /Sly x /Z 7 IN7 C-5 >t /, x o',el x /, o x ' i����/ct-/�SeZ G Z20�- ,- � _-._.._ .• �: --- //� / > t� i y :J .moi tcv �-......^ / 10-2 -00— 05 — 1 / / / >O/"iy7�� 7`v �• S t e'00 -'n ->Ile X.o- %' � o No. 1145 oo- alp Six Altaro Drive, Rancho. Mirage, Cal 92270-4758 Tel / Fax (760)56&2967 ( Note change) ; ; 0F Ii In WLE kat -M BOB. HOFFMAN9 Structural 7G 00, 01,002 e k-- 4, 11—eoo, 0-j oo- %A -57r-- 70"7ZZ,— Z -70< 741� C=7-. ,4 oe 7Z C -L 7011 er �i az—r/ c/ 0" oe cm C=.C, 7oc) c I/ CP C,J 4C 01 >< YcD 1/0 /0 K 7 Cd No. 1145 Six Alfako Drive, Rancho Mirage, CAl 92270-4758 Tel Fitz (760) 568-2967 Note chn nge) BOB HOFFMAN, Structural Engineer, jr G iii .S! 717114. X�%= 2�0 ��/7Q �P cam• 6 _ �;,��-��...Y../_�, �,�.. •60..,x/ � �/ IP41-7/ 1'7-7 ---5 ZZ 5•x—G;llz C• I O /8 � �� d s,0 K 2) 52 O �t 2, �S! _ ... ....... 2 Z Sx / c x 2.57Ar X 7S 2!x(8 X 2. S% S/Co R C:5V z _ ;.,, � - �� x q - / ,., � �# �_ a . � 5 � QROFCSS/p�q • �F•� .�70 �0 e 44 �o yds x Flo. 05 Six 'All'aro Drive, 'Rancho Mirage, Cal 92270-4758 /7,c -c- ct Tel / Fax (760) 568-2967 ( Note change) _ rid?, �� 7/0 0ITZ L���� I (33uuq3 a)oN) L96Z-999 (09D 'xVA.1 jal 193 "agNJIN oq;)u;ta '?AI4(I'OjgjlV xis 51 .............. ................. ...... ..... .... .... .. ..... o^ e. - 500`7'z, IA W CD => 17 Z) 60 'X x mi 4;D S ->c C2 A-11 e dadudu y ImnlowIS 6NVtAJaJOH Hog s, BOB ROFFMAN- Structural Engineer x.2 7/ k1 ✓moi-.,.irJi c /;_ � o Jam' 'or �, .• - /.� J c_ " � � .mss i 70 r� ' •• •q� n. � 7 ( � I / /" ' tS—pCIL - r Q�OFESS/ph,� . No1145" �n - °o�Pj C3 v y�, Six Alfaro Drive, .Rancho Mirage, Cal' 92270-4758 rhe .. � �. • .. _ r .. 1��1++1\\\\\\..``/�\\\\\\\V\\\__!/IJJJVVV///'/,/,/1 �\-T\V'j . +" • �• O • . � l I'+i � .... _. .... p... _ - • - •� G �.� ' •f • f 1. .. �} .. • r A. BOB HOFFMAN . Structural Engineerctn /10 73 �.�/� SSC /630.x, � �� �- � •.: .� .y � Ile p: 'z os25 ZIF �'' ,�,,)71-7 ob Name: D 0 D Truss ID: D2R : 2 Drw : 1W. X -IDC REACT SITE R22'D TC 2x4 HF 1650F-1.SE Ply; � e��ac • ;MI/' - 1995 R-1ding Designer atoll provide a5eg:ate 1 0- 1-12 589 3.50 1.50" BC 2x4 HF 1650F-1.SE 'II S LFSIIN ZS IFZ ME OJ4POSI E RES= CF bearing area and arri a . 2 18-10- 4 5618 3.50" 4.25" 4EB 2x3 SPF = 6'Ln_Z= LOAD CASES. ...........BEARIIM AREA RE>xLTIiED........... 3 48- 4- 4 1759 3.50" 1.50" 2x4 HF 1650F-1.SE 13-4, 4-14 PLATE VA= PER ICEO RESEARCH RE #1607. ID Brg Sitz Min Size -or- Mn Area iLrrber shear allonables are p� MB -97. Iceded for 10 PSF -cBCCL. 2 0- 3- 8 0- 4- 4 12.74 si `'1C F= AXI, RM CSI 7nte -;re' sgq-t or terpaary sirsirz3 mist Location riunmai. of interior bearings shatld be UPLIFT' RE=CN(S) : 111 -1503 .00 .53 .53 be in plate befcse this teres. clearly marked on �t truss. �t 1 -62# 2 1299 .02 .53 .55 R rrm�art bracing is (by others) to Nail patters shown is for =16rin loads ----------LOAD CASE #1 M3ICN LQAD9 ---------------- 3 2907 .21 .42 .64 �„+at;m/tgp See HIB -91 mid �oa�trated lc�e > 350# mast be IDr L.Plf L.Iae R.Plf R.Loe r 4 1243 .09 .09 .18 I/`f I 1-1995; 10.3.4.5 arra 10.3.4.6. distributed (}� corers) equally to each TC Vert 60.0 0- 0- 0 60.0 8- 0- 0 .553 5 500 .01 .13 .15 PLATIN3 BASED CN GREEN III�R VA=. ply, unless nail clusters are sham ( ). TC Vert 30.0 8- 0- 0 30.0 40- 6- 0 .53 6 -2628 .02 .19 .20 2 -PLY! Nail w/10d BCK, staggered Cb= -97 TC Vert 60.0 40- 6- 0 60.0 48- 6- 0 .53 7 -5122 .08 .47 .55 Sect. 12) in: TC- 2/ft BC- 2/ft LEES- 2/ft BC Type... 24.30- 0{ 0 24.3 48- 6- 0 .00 B -s71s 06 za 34 THIS RRO€€8s310NA1 ARCHITECTS CERTIFICATION Vot 154.0 s- o- o 1' o BC 1 F1443 AM .11 C 22 FORINADEQUATE jINADEQUATE BEARINC3 REFER TO IS TO VERIFY THIS TRUSS TO CARRY THE APPLIED TC Vest 143.9 8- o- 0 1.00 1 1943 .00 .1l .22 II US{j'A r It BEARING DETAIL (BB -IH) LOADS. THE INPUT LOADS AND DIMENSIONS'NERE TC Vert 125.9 8- o- 0 .00 2 -2079 .00 .17 .17 S Y AL TC Vett 334.7 12- 8- 0 1.00 3 -3659 .03 .12 .15 FOR INAD Q PROVIDED BY OTHERS'AND SHALL BE VERIFIED TC vert 292.8 32- 8- 0 .00 4 -3651 .04 .12 .16 E [j: '?' +;T _! + r . � FAD �,� AND APPROVED FOR THE SPECIFIC APPLICATION TC Vest 357.2 18-10- 4 1.00 5 -696 .00 .09 .09 B °' :': t Wl 6 1801 .07 .19 .26 TRUSWAL" TC Vert 312.5 18-10- 4 .00 fil 1. ,{I �L �jL (BB -1H} BY THE PROJECT DESIGN PROFESSIONAL. zc vert 344.9 24- 3- 0 1.00 7 3797 .28 .]1 .40 t'� 8 5514 .41 .11 .52 TC Vert 301.8 24- 3- 0 .00 TC Vert 357.230- 0- 8 1.00 >-� CSIAB F= 61 DO NOT BUILD -- EXCESSIVE CONDITIONS EXIST TC Vert 312.5 30- 0- s .00 2-3.1 -1168 .211 5-15 1741 .68 TC Vert 322.5 35-10- 0 1.0000 3-31 1792 .70 6-15 -2213 .69 TC Vert282.2 35-10- 0 .00 3-12 -1611 .33 6-16 1546 .60 _gRG AREA TC Vert. 176.0 40- 6- 0 1.00 4-12 1648 4 7-16 -1732 .38 TC Vert 154.0 40- 6- 0 .00 4-13 - .6 5486 .31 7-17 1325 .51 TC Vert 143.9 40- 6- 0 1.00 4-14 3813 .28 8-17 -951 .17 6-10-8� 6-8-8 5-3-4 5-4-12� 5-9-8 5-1� 5-8-8 6-10-8 TC Vert 125.9 40- 6- 0 .00 5-14 -2926 .85 6-10-8 13-7-0 18-10-4 24-3-0 30-0-8 35-11-0 41-7-8 48-6-0 � 24-3-0 l 24-3-0 I Maas rEFL=Crr (spm -i) 2-PLYS r 1 2 3 4 5 6 7 8 9 W999 IN MFM 16-1'7 (LIVE) L- -.18" I= -.21" T= -.38" SC REQUIRED � 6471/ \GAN ED AR H�lF 3.00 67011 670# -3.00 = Joint Lactation 1 0- 0- 0 10 0- 0- 0 Robert S. CI 628# j 4 5 605# 2 6-10- 8 11 8- 6- 8 600//_ 6-8 3-5 600# I 3 13- 7- 0 12 16- 0- 0 Alcumbrac 6-6 �5-5 4 18-10- 4 13 18-10- 4 5 24- 3- 0 14 22-10- 4 64-10 2-4 �244 6-7-6 6 30- o- 8 15 25- 7-12 N0. C 10381 I 7 35-11- 0 16 32- 6- 0 3-5 REN. =0-3-14 3-4 6-6 5-6 3-5 6-6 3-4 4-7 0-3-� SHIP 9 48- 6- 0 16' 48 6- 0 48-6-0 1 t 10 11 12 13 14 15 16 17 18 8-6-8 7-5-8 6-10-49-7-12� 7-5-8 8-6-8 8-6-8 16-0-0 22-10-4 32-6-0 39-11-8 48-6-0 All plates are 20 gauge Truswal Connectors unless preceded by"18" for 18 gauge or "H" for 16 gauge. C7J6R 3 SUP1DlII5 3/1/00 Scale: '3/3211 = 1' M WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor, Eng. sob: .EJ. WO: E90502 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: BR ® accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: IM I TRIC SWAL this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 psf DurFacs L=1.25 P=1.25 sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral ® SYSTEMS support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood exceed 19% and/or cause connector corrosion. Fabricate, handle, install and brace this truss in accordance with the following TC Dead 14.0 psf Rep Mbr Bad 1.00 plate 'TRUSCOM BC Live .0 psf O.C. Spacing 2- 0- 0 standards: MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY BC Dead 5.0 psf Design Spec UBC 1101 N. Great S.W. Pkwy.. Arlington TX 7601 t SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 35.0 psf Seqn 06.05.99- 0 M a 34 X 80 .IN 009MIOMMEAMPOW9 7 �4 -REVISIONS BY Rv jo -7 P_ 0 0. Ose SlIM?5,00 CS' -44os K4 'D/ V •/ \ • Q `/�N•�� l `i • • 1,/-� f • •�!M•[lA }:`a t'�tM�(fT t .iw+:w•,r•'•,M •: a.:a- w:fb r- 1.. 4 ,'� • &�•'7 ley. I • 7 f, 1 W?4 1 31 k Ilit)lb D. 55 rr J. • 419 Di 114..•v I r ol 00, 2s4 'I -A" it Fo Ito ove 6 -` t b��•w 1. li+7 Vr. K- A AA _j $OHM 1. %A _Oil Ma. l� 4.1 w. a Cr 'Al I8 fj • wk*ys• w. 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