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0401-391 (CGAR)TA P.O. BOX 1504 APPLICATION ONLY • Building �Q _ �L 78-495 CALLE TAMPICO Address / 9 (p� rTUJY��I LA QUINTA, CALIFORNIA 92253 Owner t- LC-' — -�1 Ill. L. Mailing BUILDING: TYPE'COiN�ST. OCC. GRP. Address 13�p� sj�ty Q c OfJ� A.P. Numbery/ y — 61 0-3 ti ' y Zip Tel. JIGS Legal Description �i��. ' 2 A Z� 3 �o PJ199 `C racKv S �iU �-I,I C I C ro'ect Descri ion 2- P 2S LJd C t�L, Address 41 N cJ�o � 2 LLUa C' Zip Tel 422( State Lic. City & Classif. (¢ Z Lic.# l I 2 Sq. Ft.3 No. 2 No. Dw. Arch., Engr., d Size 3S Stories Units Designer c� (�KSIC 1X,44 New ' Addy,❑ Alter ❑ ARepair ❑ Demolition ❑ A,2`S� pS Ea >z 2 / Tel. _ �3 `"" "/n �T1GC.C� 8�� ? " 17 06q skpr 4� �o A .� _ Sta rR I Zip ZZ�O Lic.t# C r 2.I CcD LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractors 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'fts 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: 1, 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 1 1, asowner 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.) II I 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, Labor Code.) Policy No. Company 11 Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed it the permit is for one hundred dollars ($100) valuation 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. 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 Ihereby 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 1 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 WHITE = BUILDING DEPARTMENT 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: YELLOW = APPLICANT PINK = FINANCE 0 stimated Valuation STd PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL 101 (I 1 REMARKS III I .1:'f,Iv " u T `L_/, 6l�9 sante ar,r,.c,.. 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: YELLOW = APPLICANT PINK = FINANCE 0 YOUNG ENGINEERING SER VICES • Engineering *Architecture *Surveying- Building & Safety Services Letter of Transmittal To: City of La Quinta Date: 9/1/04 Project: 78-380 Hwy 111 Attn: Ed Randall PC#: PC# 0401-391 (2 ND check) Tel No.: (760) 777-7012 Tract No.: We are forwarding: • X By Messenger By Mail Your Pickup No. of Copies Description: 1 Set of redlined office approved plans 1 Set of new plans 1 Sets. of new struct calcs } 1 Set of old calcs (office approved) Comments: Plans are approvable. Thanks This Material Sent for: Your Files Per Your Request Your Review z Approval Checking At the request of- Other £Other By: Eric Frenzel 'Phone # 760-360-5770 77-804 Wildcat Drive, Suite C, Palm Desert, CA 92211 (760) 360-5770 . Bronz Young 0 Tom Tisdale Fire Chief Proudly serving the Unincorporated Areas of Riverside County and the Cities of: Banning . , Beaumont Cahmesa 44 Canyon Lake Coachella Desert Hot Springs g. Indian Wells �o Indio Lake Elsinore . La Quinta 4. Moreno Valley •3 Palm Desert Penis Rancho Mirage 4. San Jacinto o. Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, t. District Jim Venable, District 3 Roy Wilson, - District 4 Marion Ashley, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 210 West San Jacinto Avenue • Perris, California 92570. (909) 940-6900 • Fax (909) 940-6910 May 5, 2004 r To: City of La Quinta Building Department . �� ; 3-_D - - - v/V � Re: Release for Permit PM29736 / Phase 2 - Buildings A and B with Parking garage The Riverside County Fire Department hereby releases the above referenced project for issuance of a"permit for construction, at the discretion of the Building Department. Respectfully, Dale A. Evenson Fire Safety Specialist • EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111; 2nd Fl., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 MAY -04-2004 TUE 09:47 `AM STEWART ESCROW LO MAY -04--2004 TUE 09.26 AM.STEWART TITLE RIVERSIDE COUNTY pCORDING REQUESTED BY: Stmt Title of Ca. - Fdwx'side Inlsrd i ate, ommmtri a l 1�pt . I • d.It AtxzTi�� rD: 4/5/2C�4/ML9C: l PArmw-mm w. 204�457 it RE, FM 29 7 197/28.30 Mob TAX S AJIS a*Qr MOIL DOaMK TD; I; I MAM9(N / FIM IA qJM . 78-370 Highway 111, Suite 200 i La Quinta, Ca. 92253 (City -La Quinta) FAX N0, 7607715854 FAX N0, 909 278-2306 P. 02 P. 02 COPY of Document Recorded c-019/ vn ds Noy nab [JUL been compared with original. - County Recorder oG RIVERSIDE COUNTY, CALIFORNIA M S V PAGE 8126 PA PCOR NOCOR SMF M16G. A R 1 GOPV LWtO RER1kD NCNG EXW A.F. NO: 020-159 /604-050-048-3 DOCi1riS =RY TRANSFER TAX $ NONE -0- DOCUMENT IS BEING RECORDED TO REnWT PARCEL MERGER N0. 2 004 -457 GRANT DEED R&T none T= CF ) rip IN, r ` r r (r..� - t RIVERSIDE COUNTY THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDTNG INFOIRMMATION ($3.00 Additional Recording Fee Applies) MAY -04-2004 TUE-09;47 AM STEWART ESCROW Lel MAY -04-2004 TUE 09;27 AM SMART TITLE RECORDING REOUESTED BY AND WHEN RECORDED MAIL T0: MadieonlPTM La Qulnta 78-370 Highway 111, Suite 200 La Quinta; CA 92253 MAIL TAX STATEMENTS TO: some as above APN: 604-050.048 -3 FAX NO, 76.07715854 FAX N0. 909 278 2308. • GRANT DEED P. 03 P. 03 TME UNDERSIGNED GRANTOR DECLARES: Documentary Transfer Tax ie S -0" R& u9.U*k Computed on the full value of the interest or property conveyed, or Is Computed on the full value lest, the value of Ilene or encumbrances remaining thereon at the time of stale. FOR VALUABLE CONSIDERATION,. the reoelpt of which is liereay ackncwiedged, MadisonlPTM La Quinta, LLC, a California limited liability company, hereby GRANTS to MadisonlPTM La Gulnta, t -t -C, a Callfornla limited liability company, the real property In the City of La Ouinta, County of Riverside, $rate of California, described a8: (Property Descrlplion) FMCIELS 9, 10, 11 AND 12 OF PARCEL MAP NO. 28736, AS FILED IN BOOK 197, AT PAGES 28 THROUGH 801 INCLUSIVE OF MAPS, IN THE OFFICE OF THIS COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA. AS SHOWN ON EXHIBITS "A" AND "B" ATTACHED HERETO AND MADE APART HEREOF. . ** NOTE: "THIS GRANT DEED REFLECTS PARCEL MERGER NO. 2004457, AS APPROVED BY THE CITY OF to QUINTA. THE PRIMARY FUNCTION OF THE DEED IS TO PROVIDE CONSTRUCTIVE NOTICE OF. THE REVISED LOT CONFIGURATIONS TO GOVERNMENT CODE SECTION 66412(d), AND TO PERFECT THE INTENT OF.PARCEL MERGER NQ, 2004-457 AS APPROVED MadlrsonlP inta, a California -limited liability company Dated: r COUNTY OF ) s§. STATE OF CALIFORNIA ) On -'� • a " G►1 before me, pwt)A A Lb -P re i-ta Notary Public in and for said Stat , peracnally appeared Lu�►t�a _r._.-tv►Lxe2sori, p personally known to me or J proved to me on the.ba6lrl of sa03lactory evidence to be the person whose name Is subscribed to the within instrument and acunowladpad to me that he executed the same in his authorized capacity, and that by the signature on the instrument, the person, or the one. for which the person acted,executed the Instrument wITnIE88 my nana'and official seal. LINDA ALDRICH ,p''" ,�/�, Romrnlma�lnn � 13500 Notary Public. Ca(ifornis Rhrprakl Notary Public In and for Said State p " - � (�xrtrn Dgs(rea Jun 1 p, 2pOg MAY -04-2004 TUE 09:48 AM STEWART ESCROW Lel MAY -04-2004 TUE 09:27 AM STEWART TITLE EXHIBIT "B" pARCEL MERGER NO. 2004--457 PARCELS 91 10, 11l & 12 OF PAR. C. V. W, D. FAX NO. 7607715854 FAX NO. .909 2762306 MAP NO. 29736 STORM WATRR PAFIC F L 1 PARCEL", j 11 j PARCEL 19 PARCEL. PARCELa �.RC r I PJ 8, -107Y28-30 P. 05 P. 05 SHEET 1 OF 1 SHEETS 12 PARCEL. 0 ; LOT 6 � -�� L.L.A. PAF. _1 LOT 4 LOT 4. �►_ i i L .L.A. /r 1 PREPARED UNDER THE SUPERVISION OF: �c,�4��� J. �q �� .. EXISTING LOT LINE TO BE REMOVED EXISTING LOT LINE TO REMAIN U LS. 6588 OLD LOT. NO. CHRI 3. RERLS. 6Va UATEI* Exp. 12-31-06 * NEW PARCEL N0. EXP. 12/31/0 �f9r_ PARCEL MERGER N0. 2004^457 CITY OF LA QUINTA M 0 , f , 79.779 Old AvMuo SQ 1p0 o f L c A ;tNi Voke!760-771-4011 , 9 n u L 1 s yak 760.7714079 S ENGINEERS SuRVEYOwd PARCEL MERGER N0. 2004^457 CITY OF LA QUINTA MAY=04-2004 TUE 09:48 AM STEWART ESCROW Lel MAY -04-2004 TUE 09:27 AM STEWART TITLE FAX NO. 7607715854 P. 04 FAX N0. 909 276'2306 P. 04 EXHIBIT "A PARCEL. MERGER NO. 2004-457 PARCELS PARCELS 9, 10, 11,AND 12 OF PARCEL MAP NO .29736, AS FILED IN BOOK 197, AT PAGES 28 THROUGH 30, INCLUSIVE.OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE. COUNTY, CALIFORNIA,. PARCEL 9 CONTAINS 141,092 SQUARE FEET (3.239 ACRES), MORE OR LESS. AS SHOWN ON EXHIBIT `B' ATTACHED. HERETO AND MADE A PART HEREOF. i pk LA J. CH 4.08F a EXP, DATE, 1 1!2003 fi o: t.s Esae � Exo:12-St-07 ��91F Of CA0�\� PAGE 1 OF 1 GA515oo\LEGALS12004PAR-MERGER\EXHISITA.doc 4127M4 MAY -04-2004 TUE 09;47 AM STEWART ESCROW Lid FAX NO. 7607715854 P. 01 SE�jewart M rJ Cp NSP of california, inc. PHONE 760-771-4645 FAX 760-771-5854 78575 HWY 111 STE 300 LA QUIN T A L CA 922-53 FACSIMILE TRANSMITTAL SHEET T^ r0: FROM. Kathy Wenger, Fscrow Officer COM ANY: DATE: FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: Re: CC: THANK YOUFOR CHOOSING STE WART ESCROW!! Edit Commands View Hea Fpplication Inquiry -Fees 11 It ` ppllcation number.7 04 00003803 to erty 78380 HIGHWAY 111 . O)LL4-srtp,-� v1,c:t_ ' ttelm5 +6 r o Tuss lc+lav aa- a UJO _ ...................... ._... ..........� .. . .......... .............._. 000000 �iBADA00 m ` 000000 CO3 00 ro- y �� �.. 000000 BOl 00 - 000000 `'.ieo oo _ ..._ 000000i.GP OO ..-..-.. ._.. .._�........... __ r O)LL4-srtp,-� v1,c:t_ ' ttelm5 +6 r o Tuss lc+lav aa- a UJO 78=370 -Highway -111-= Sanitary fixture calculation' Original shell building (Application #04-3803) permitted with no common -area restrooms on ground floor and two common -area restrooms on second floor. Women's restroom provides three water closets and two lavatories. Men's restroom provides two water closets, one urinal and two lavatories. Second floor area = 17,771 square feet. Per 2001 CBC Table A -29-A, for B or M occupancies, use 200 square feet per occupant for the minimum number of plumbing fixtures. 17,771 = 200 = 88.855 = 89 total occupants. (Assume 45 male, 45 female.) Using most restrictive (B occupancy) requirement, one restroom must be provided for each sex, with three water closets and two lavatories each. This fixture count is adequate for up to 55 occupants of each sex (110 occupants, total). At 200 square feet per occupant, this fixture count is adequate for (110 x 200 = 22,000 square feet). Therefore, in addition to serving the entire second floor, this fixture count is adequate for (22,000 — 17,771 =) 4,229 square feet of additional B or M occupancy. Gallery 111 (Suite 185; application #05-0540) = 1,176 square feet. Per 02/02/05 approval of Building Official, existing common area fixtures on second floor are adequate to serve this specific occupancy. Madison Development corporate offices (Suite 200; application #05-0258) _ 3,474 square feet. A unisex restroom within the occupancy is provided with one water closet and one lavatory. Per 02/02/05 approval of Building Official, this restroom, plus existing common area fixtures on second floor are adequate to serve this specific occupancy.. This approval shall not apply to any other ground floor suite or any future occupancy in the above-mentioned suites. BY: TRUTRUS; r F 6239361247; aO1K oy mapai'loauf•Oup Lr)c. ; V /w� ll u Jlvlrlvjt Qfleap wi Clump. Int, U yid V44 ; MAR -1-05 5:15PM; Feb -21-05 6.20PM; PAGE 1/1 Pago 1/2 $1 J2 Wed SumM 2twi TONOft AZ 85353 -MOI Far 03-9W247Fm .. mom" / P.m; a _ Q show X FlOr MOW 0 MMS! Comwn ® P$"" ImpiV ❑ momme amWow iT 1`.. 0►r� �„N� �a.f �G+e/T�O�S /L' y" A(� �M"`w.�, TO 39Vd - ,...��� �fir � ��.s�,•� .S , y G%W3HS HODS 44VTLLOW OZ:LZ 909Z/8Z/Z0 NOTE 20M.1- •t4ntle Srefs �17n 1. ME TNI CA VERT --"L S DESIGNED IO SUPPORT ONLY TRUTRUS LOA HG, DDEEF LOADS SHQVM VERIFIC MMYOF NOTE: TABLE M LECT70NI,ALfITAf1pN TOTE: LOAD$ , V�ggD N.� S FRAMLW Erl[COSCo L.CTF1{AL TISALWRACREMIREOTHER 7HE RESPO� OLJLCS`IJ T IS ALWAYS REQSJIREO IS FOR PArTEZN LIVEARE FCR INPUT LOAD CASE L . SLS REOLHm F.s IOIMENSIOI4SIIEASULR-EpFROMMEE�FTEEPIDOFSPANO)RCgj '": 0.43 rSD S7R.NC, FLANGE TYBD s. ORARCHIi£L'T. OF THE PRO.�CT ENGINEER rI=FRIBUTION E, .OrrHERIOLADO SOUR' YYPE ^.OP/SIDS 1.30 7(Oj RAllb edARD 2. PROVIDE RESjLjIV. AT SUPPORTS -10 ENS V.TERAL STABUIY. L1RE LOAD UNIFt'sm 70 LOAD TOTAL LOAD 3'OO NDT CUT. NO TCH OR CRIEI LPI F I. SJOU ALL BEAhbI1 L%v{OES. LIVE ET -IN-_ UNI FCRH F'IAOR DEAD q�72 67 PL, cX r'C'I [f -SX - 0•J -00 -BC ;4-U0 -3D LDF FULLCCNTACT'. 5. VERIFY INM£I131CHS R�ORE CUTTING LFq FO 8. THIS lP"S TO aE AMNINONOT£S: 4i Pf= 00 -00 -CO it -00-7C• 1.30 U. 90 SIZE USED AS A FLODR O;ST 0,, t PItO�HDECCtlPRESStON EDGE �/+pNG AT SO O.C.ORLESS _ US�OF THIS p �TDESl6ii ISSpEdE7CALiYFOR Ly Ey{R�, STAICTLYPSIDEM" C)RAIq TMt o MenTMMGAH �DjMnaIiS. TLYDESIGN V,TAL L-kD O ii_ BYAPROFESS T10N OF 1Iin �� LVL OR LPq d015r9 IS IOMAL OOCIIMSHTRE IIUMSREy*-w I. - 360 NI�UM AS06 �S ARE SIIFFiC[_NTTOPREVENTCRLSM{GOFiFg1PI ARCH!rECTOR�GgIER700 TKAT7H OF THE PRO.il;Cq'EftGINEE1 IS CAPABLE OFSUFFVRTINO THE REACTIONS£ SART STRUCTURE FOR TIffS SEAL, AI{CHOR LM_IMSr SEC llRE7, Y TO S&%MtjGS OR FL4N(;BRS. SUPPORT RBAC1'fOt4S (LBS) CASE SIE A. S I N G N I/ H B E R 12 2 793 793 3Z7 32, MI)f EARTNG SIMS 1-12 1_12 (IA-SX1 K"MM DHI'LNTIONS LIVE LOAD D. 11- ALLOWABLE 03. 0.11 LOAD D. 11- 0.35' POrAL LQkD 0.18•' 0.46' 3 Ens,Jlm _ to er"A l� Repair to fix notched chord in J5 I -'Dist Add a Simpson MST136 strap to the bottom flange of -the I joist centering the notched area. g strap on the No other repair required. 11.875 3.500 CROSS 3RC4ION °ilaneew Inkvm� c-- s�W.OE eteb � P --d �+ ET{neer� xuJ b�De W NIIt1t h MIS MA LVL rp SCALE [VL aTa�-� � 'CeSIGH CRIT¢(unMSI: 03C 0 t VSF. 0.4( L: VQA E I.D NSR DP.AD LCAD - 50 PSF TOTAL LOAD 35 PSP = as ote SPACIta'C - 16-0 IIl C C DEFLECTIOt1 CRI ERIA LIVY LOAD DEPL- . V,TAL L-kD O ii_ L i 430 I. - 360 LOAD SHARING: 0 t NCH CQIP-TANCBS : NSR REPORT 1 7CBO L, pi, Clt� 606 PFC-3754 WISCONSIN RR 25!16 OG114-g N.Y. CIYY CC liFA MUD 1.1094-R SES 109, 6ye1bCmrc .L�m cta r,a c 9 e P pemlplm CTP, to be LP Er,ra+id+� . �'� � ­ZK Oti a � 16e aGo(ad a Mhk" clN• LtT lod 22,I�OBIiY ��tlGS Mail holn�daP C+'J'L_ LYL -4 CTR, UI ""'�RR� �j,,SyDI B'� bi► °°l LA and CTTV? tPt 4 � Locaf n L 910.?B2.S8 orb lUg7a(or t RE- Ew kV4ed�Mg�(�adwa a* LP O BDO.B89.970a5 IS ro pllyddereat� O►PadTc Ohm. T R{STALLIIIC COI(LII.tcron 01/111;'` SHEET * fot 33CCL CO l< CA y (0 (D N' N I 0 z U Q d' z 0 V 0 it D_ CV OO LO V c -I LO I LC'I 01 LATERAL STABILITY. S. Do NOT CUT. NDTCH OR DRILL LPI FLAILGM. CA TRUTRUS S. SHIM ALL BEARINGS FOR FULL CONTACT. 5. VERIFY DIMENSIONS BEFORE CUTTING LPJTO SIZE. THIS COMI'OTIENT DESIGN IS SPECIFICALLY -FOR L -P ENGINEERED Y70OD PRODUCTS. OF THIS DESIGNFORANYTHINGOTHERTHANGANG-LAM LVLORLPJJOISTS ;S POINT HAPPY TRUSS ID: J5 USE STRiCTLYPRON18TED. ANY MODIF1CATIONOFTHIS DOCUMERTREOUIRESREYIEEI 5D' Q.C. OR LESS. BYA DESIGN PROFESSIONAL. , MSI: 030 ZW3.1.. Abowahie s7ai De5V m LOADTABLE TLF.B: 0.9375" Okt_TEi7T6D STRAND BOARD DESIGN CRITERIA VSL: DAD NOTE \ I. T#iS COMPONENT IS DESIGNEDTOSUPPORTONLY NOTE: LQADSSHWrRIAREFORItdPUTL04DCASEIII. OTHER FLANGE J S'D X x.50 230UFt2a5E LIVE LOAD o 50 PSE ?5 PSF fV THEV£RTICALLNTISSIIO'AgIVERIFICATIONOF. m DEFLEe-I lDtJLJFATTA71014S,FRAMlr4G fDIR pATOI9STIIVE LOA IFROMLCFTEt ASP.ENU RED. FOR pA eS MEA URED FROMLEFT OR CAt1TILEVER.} DEAD LOAD F01'AI. LOAD o -65 PSF .LOADING, METHODS. WIND AND SE151.00 BRACING. AND OTHER BRACING THAT IS ALWAYS REQUIRED IS DTSTRLBOTION SOURCE TYPE TOPJSIDE LOAD FRDI! TO LOAD LDF c SeAcIL`G 16.00 1N. CIC W LATERAL LLL THERESPONSIBIUIYOFTHEPR05ECTENCG`INEfR THE FT -IN -SK FT-IN-sx LIVE TDP 67 ELF DO -BD -00 19 -00 -DD 1.Oe0 DEFLECTION CRITERIA DR ARCHITECT- AT SUPPORTS TO Et8LTRE 0111 rum FWOR 1DILFORM FTA3P. DEAD TOP I7 ELF 00 -DD -00 114 -00 -DO D•'0 LIVE LOAD OEIZ; L. f 9BO 2. PROVIDE RESTRAINT . TOTAI, LOAD DEFL: L t 360 0 z U Q d' z 0 V 0 it D_ CV OO LO V c -I LO I LC'I 01 LATERAL STABILITY. S. Do NOT CUT. NDTCH OR DRILL LPI FLAILGM. WARNING►1OTES'. S. SHIM ALL BEARINGS FOR FULL CONTACT. 5. VERIFY DIMENSIONS BEFORE CUTTING LPJTO SIZE. THIS COMI'OTIENT DESIGN IS SPECIFICALLY -FOR L -P ENGINEERED Y70OD PRODUCTS. OF THIS DESIGNFORANYTHINGOTHERTHANGANG-LAM LVLORLPJJOISTS ;S O. THIS LPI IS TO BE USED ASAFLODR"ST ORLY. 7.PRCMDECOMPRESS40HEDGE BRACIIIGAT USE STRiCTLYPRON18TED. ANY MODIF1CATIONOFTHIS DOCUMERTREOUIRESREYIEEI 5D' Q.C. OR LESS. BYA DESIGN PROFESSIONAL. , LO MIN111U11 BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF Ti's LFI 0 JDiST AS DESIGNED_ IT IS THE RESPONSIESUIYOF THE PROJECT EROWEER, HS& 96-99-E ARCHTECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRU-_TURF FOR THM BEAM LO m IS CAPABLE OF SUPPORTING THE REACTIONS. 0 AtICHOR LPI JOIST SECURELY TO BEAR`Ij#GS OR HANGERS. SUPP'1P.7 REACTIONS (LBS) : GSE e E A R I II G Tl U H B E R 1 2 1 793 793 2 327 327 HIH BEARING SI2ES TIN -SKI 1-12 1 Repair to fix notched chord in J5 I-iaist Add a Simpson MST136 strap to the bottom flange of the 1 -joist centering the strap on the notched area. No other repair required. 1 31 . 67'S�r !13.5500 CROSS SECTION Dorm IrAamvLon ods= Dash eti a;5 eped tFVmm dmOr wdrsae1Are.� n7 Usrss from Tsa domes DrOV mffWkl-5VMU nad ITbe 6esgn _Dara 113100 6ba door no k req&amwM, m nm aea ura dtsgn. omen sorted, the sbL al -4 O eV n is apysated ra SII sad 0n data p7MEd by the amame*- 0+f,91 ibis eae , FIMIE tavbm and lMdelel r Md V( t W rih DVW V$- maitre pr0letled as lru: .dasal si4,w k u umed Dsm s— b n ide dd.dle trgedkn-=2= hE �✓^*B mc1 to, F -1v, W. cmt14—ZMbe rsrG r�BdanE LOAD SBARLNS: 0 % COTIE COMPLIANCES : MMXIHUH DEFLECTIONS U7 CALCULATED ALLOHTLBLE LC7 LIVE 1-0FD 0.11" 0.35' PLIC -3759 SDI`" LGAD 0.11" LO TOTAL LOAD 11 AE' 0.96^ 0 N.Y. CITY HS& 96-99-E Handing a Erection LO m T aodpsgrane.RM*VIsrhQX1M Onwan; afW sxr�d1h8 biml bores she6 be d�ilned aM 0 nsldled trb�t 00rrrs. t3� boos, az t0 as epd to the CN mriQanml wo alle,*0 Ura hwnik and babrlsD ae 1ootcQeDefC b[ds greatrrCan dss'gn in (` m Resign Cfderia \ M The desgrr NO —Ilf- SyacKrDd are h �werntat 0 mnlmnQl• Mgr oro latest remidrr, a rtos artl MG' O®d 1000 besirlt0n bdrde< a�+alrr�-rd 4tfartx _ee'�Talal be ' dehetlicDpl�nlareaos. 1 31 . 67'S�r !13.5500 CROSS SECTION Dorm IrAamvLon ods= Dash eti a;5 eped tFVmm dmOr wdrsae1Are.� n7 Usrss from Tsa domes DrOV mffWkl-5VMU nad ITbe 6esgn _Dara 113100 6ba door no k req&amwM, m nm aea ura dtsgn. omen sorted, the sbL al -4 O eV n is apysated ra SII sad 0n data p7MEd by the amame*- 0+f,91 ibis eae , FIMIE tavbm and lMdelel r Md V( t W rih DVW V$- maitre pr0letled as lru: .dasal si4,w k u umed Dsm s— b n ide dd.dle trgedkn-=2= hE �✓^*B mc1 to, F -1v, W. cmt14—ZMbe rsrG r�BdanE LOAD SBARLNS: 0 % COTIE COMPLIANCES : LP Engineered WOOd PIOduds REPORT 0 HCR 606 ICBO PLIC -3759 L.A. City RR 25116 RISCONSID 200119-F N.Y. CITY HS& 96-99-E CCHC 11049-R HDD SLB 1091 19- 0- D '"THIS DRAWIN!GIS NDTTO SCALE— gnLFLLtn LVE and CTR. LPI Jurist SpecifimbGrIs Software Provided By: 7"V_��V ry97��4 COF •S:ypOrt�and mtaenl:ne bre amL+2 uu GIFT Lt�IJn�slahe LP Engineered WOOd PIOduds sp�i"o�p11raTnra.27W 'COm�an reTs drirer p3t9slts¢n-rnmshalI2Ne5Pa:eda rrnhWm014•Trc 1Cd Hey" 421 t4D10t VIiIE'nirgtalj C 2A401 mtl s• for W. is •fk not rJ, nlleHy tldl_eber G[isg•IzmL\'L snd CTF,LF1 JoeksemeW ss Shah hnrttLP aalY rs>s al Gittpj W.Lvlmd CTR, LPI &%u contrary LD1 910.762.8978 Nao0nallAtis BDO.9BP_9105 =g alal to Mh tcn=ntgVL s en S' etQ� W the peduy aed LF - t..,".oi..s..r�..�rx"e ntlrdha Re ioDi�xalerFWs al merdwnlltlFl7 by ara drag ra x pamnR me- n •/, COY OF THIS DRAmIS To eE GNFN TO THE INSTALUW; CONTRACIM DV VG Fuo 9 LlPischadawtl.ofJ0 Wan.Pa:I4:Cap0rati1n. SHEET Dswlw. SBCCI L �aaU '�io� -'-�S ��� S� S�� KNAPP & TANG STRUCTURAL ENGINEERS, INC. 408 So. Stoddard Ave, San Bernardino, CA 92401 Phone: (909) 889-0115 Fax: (909) 889-0455 Email: knappae@aol.com May 7, 2004 To: City of La Quinta Building & Safety Department, Re: Roof & Floor Trusses for Plaza at Point Happy I have reviewed the truss submittals from Tru -Trus, and I find their calculations and shop drawings to be in substantial conformance with our structural plans and calculations. Respectfully, Leonard C. Knapp Engineer of Record let KNAPP & TANG STRUCTURAL ENGINEERS, INC. 408 So. Stoddard Ave, San Bernardino, CA 92401 Phone: (909) 889-0115 Fax: (909) 889-0455 Email: knappae@aol.com May 7, 2004 To: City of La Quinta Building & Safety Department Re: Roof & Floor Trusses for Plaza at Point Happy I have reviewed the truss submittals from Tru -Trus, and I find their calculations and shop drawings to be in substantial conformance with our structural plans and calculations. Respectfully, ,Leonard C. Knapp Engineer of Record ` KNAPP & TANG STRUCTURAL ENGINEERS, INC. 408 So. Stoddard Ave, San Bernardino, CA 92401 Phone: (909) 889-0115 Fax: (909) 889-0455 Email: knappae@aol.com May 7; 2004 To: City of La Quinta Building & Safety Department y Re: Roof & Floor Trusses for Plaza at. Point Happy I have reviewed the truss submittals from Tru -Trus, and I find their calculations and shop drawings to be in substantial conformance with our structural plans and. calculations. Respectfully, Leonard C. Knapp Engineer of Record. 12/01/2004 16:01 9098890455 KNAPP&ASSOC PAGE 01 KNA,PP & ASSOCIATES, INC. 408 So. Stoddard Ave, San Bernardino, CA 92401 TOM% Phone: (909) 889-011.5 Fax: (909) 8890455 Email: Icnappae@ao.l,.com December 1, 2004 To: City of La Quinta Building & Safety Department Re: Point Happy Plaza, Building "B" Washington and Highway 111 La Quinta, CA I have reviewed the construction for Building "B", and I find it to be in substantial compliance with our structural plans/design. The quality of framing is exceptional, assuring an excellent project. I am therefore recommending that the contractor be allowed to proceed with the finish installation. Respectfully, OQp,OFESS�D ca ;r tj C 3 77 Leonard C. Knapp �+� CIyh. Engineer of Record ipFCA� E { 101/23/2004. 08:28 7603414824 PRIMUS CONTRACTING _.10/2012004 09:54 Juli !� �. • r KNAPP & ASSOCIATES, INC. 408 So. Stoddard Ave, San $ernardino'CA 92401 ae ol.com Phone; (909) 889-0115 fax: (909) 889-0455 Esnv;l: knapp October 19, 2004 To: City La Quinta Building & Safety Department Re; pant Happy Plaza, Building "A" Highway iii and Washington La Quinta, CA PAGE 06 On odober 18, 2004, is inspected the structure For Point Happy Plaza, building "A", and Found it to be in compliance with our wucturai plans specifications. e ificati of tett is e finishes, fore our recommendation that the contractor .be allowed toproceed with tn Re$peCtfully, Leonard C, Knapp Engineer of Record -d S6ES�6GG (OSG) soaa� l4�.ad v r�rin�y �sa,�d J00:60 b0 to a00 -1/26/05 A Bldg- Inspector Correction List for Plaza at Point Happy First Floor 1) 2 anchor bolts missing in shear wall at Line 3. (Penalber's Conc.) 2) Tighten HD bolts in shear wall at Line 3. (ACC) 3) Apply second side of shear (Line 3). (ACC) 4) Provide RFI deleting HDs. (Primus) 5) Truss calcs allowing for attic HVAC units to hang from bottom chord of trusses. (Primus) 6) Provide all nails in hangers. (ACC) 7) • Strap electrical conduit (wall line 1). (System) 8) Secure water service. (WMI) *) Rat pack. (WMI) *) Strap elec. boxes. (System) 9) Missing anchor bolts SP3 shearwall. (Penalber's) *) Provide nails in PC hanger. (ACC) *) Tighten nuts on ledger attached to moment frame. (ACC) 10) Apply second side of shear. (ACC) 11) Repair/replace TH truss notched for deck drain (Line 9 and 10 between B.0 and C.0). (WMI) 12) Apply second side of shear. (ACC) 13) Block and nail make up air penetrations. (ACC) 14) Apply second side of shear. (ACC) 15) Add missing anchor bolt at end of wall. (Penalber's) 16) Replace one piece of shear panel. (ACC) Second Floor 17) Strap water service. (WMI) 18) Provide cripple under top plate splice. (ACC) 19) Anchor bolts at moment frame (bolts missing in 3 places). (WCWS) PRIMUS Contracting Group, Inc. Plaza at Point Happy 78370-80 Highway 111 3 Request For Information 081 Primus Project # 0312 Primus Contracting Group, Inc. Jobsite Phone: 760-771-4324 Jobsite Fax: 760-771-4764 La Quetta, CA 9225 Authored By Answer Requested From RFI #: 081 Scott Sherrod RFI Date 812312004 Frank Rodriquez Primus Contracting Group, Inc. Date Required: 813012004 Prest-Vuksic Architects EI Paseo, Ste B6 75-110 St. Charles Place, Ste 13 72.624 Date Answered: 8124/2004 Palm Desert, CA 92260 Palm Desert, CA 92211 Author RFI Number 081 RFI importance: Normal �..- ec Category Subject ,gyp ..ne 'rix—' ' - ^"'"Division 06 Drawing Clarification Post to beam conections��*: •;z .a Das fpwg'Impact " Amount Sched lmpact,_9 ". ._y- ._ Cost Impact,¢ .w�. .. - -- Not Sure Not Sure Not Sure e Question Knapp and Asscoc.- S4.3 in GLB bearing on a common 6x6 post. These beams are coming At line 12.8 and A.2 we have a 6x12 strut and 1/8 x 21 ed SK 1 at different heights (please see attacheddrawing- be her than the EPC n the 6x6 post? ryou see it being framed? Is'SK 1yother hardware accurately depicting how Suggestion Answer See marked up sketch for clarification. Answered by Prolog Manager Signature Printed on: 8/24/2004 Date Page 1 Aug" 24 04 12:04p est Vuksic firchitects ullf Y4/ 211114 10.34 9098899455 KNAPP&AS50C R"g 24 04 IOt35a Prest Vuksic RrChitects (7t.�� 7'79-5395 (7601 773.5395 PAGE 02 P-2 " Request For Information 081 US ey CeMI111iRi,ft4 i �roWpl Mr Plain at Polot NapMr PNtn4a hb oltte; 119 b2 Prlrrluc 1'E18CtrdtacRbtyl Group, tru, 70a ►ltghway 11 t Jobeite Phone: 180.771-432a 60 utnnts LA S+r1t4 Joblkt Pex; 780-771-9?4.6 RFl k- AQN Argrlrer Requsagq Fiabn � Au¢rbd+M 6Y 1 Rct o�te arjlntlp� 5wu Shcnvd bob Rwulryd: altlatt4Dd ikeC6Vukcir 4�cfdlrµa� Ptitntw ConLadinp Gta11p,1nz, Wb Mstirerod: 75.110 St. Chan" P1404, Sb 15 Polm D,taae, CA 42271 Rl<1 tmporlanra= tldn,d M44or Rrl Num2W otly ,;per-��:•:,;:,- - _ . utto b 'C . �9lNOtr P 04t�runegwns GlYleianCB ...••: ,•• >' Drawmg clar cmump iQ0i4•i�'1t�.;vr�;�'„!�>,'t'��ti'.�'•%c�Ml!+ir3!IIB�.�I+�•llpt'�!*�; - •..r• ... - .r, �:•.• (obi Sarre `.No.k�1f' Hlpl Sure '' Not Burr Ouasgan ' Kb":RA IInQ Asu�c, 56.3 At 6na 12.11 and Alva hBYe a 6xt2 dlul and a Slia It 21 GL0 brtaring ons awn"On is Ogik Tbwse a"ms ere eamfig In 91 OifillOM httighls "WON anar:tmd thawing. [$ba ss SKI). VAI srtY War har4wm bU mWimd, aaW ftn the EPC on the 4x8 agg? Is SK 1 Or-watWY 4600np h0rw you see it being ftmed? !sem AAllwer �erA•rtl�le:�lah1. b �gnasurg • tole PM?M on: arz32oo4 W 39Vd a dId3NS iicos D9cvt[Gd9L Lt:rg oOAt/Ez/Aq p-3 Hui 24 04 Maga Preet Vukstc Finchitaat9 (7801 7 79-5255 t VA 43 ,1 t M V �YI r n AZ O P.I rQ t! E0 3`Jdd OOSSMd, tlV44 S5b06H8506 PE -OT D9AL/b7/Wti b'd SGES--6LL f`_,'L) sqa,4TgojH DisMnA -zfid, dgOaal 00 t►Z 2n6 05/07/2004 15:16 i 9098890455 KNAPP TANG PAGE 01 KNA P & TANG STRUCTURAL ENGINEERS, INC. 408 So. Stoddard Ave, San Bermardino, CA 92401 Fhoue: (909) 889-0115 Fax: (909) 889-0455 Email: knappae@aol.com FAX TRANSiHITTAL ,Date: To: pl�� Attention: fV `Fax No.:6� 7 -7 j a 2 o Z Re: �-r. NM°Pq T�ucs Time: No. Pages Inc. Cover( ?,,) Comments: 45*0p Os vuy-e2t e - Ica Ov Y�Lo N dA By X::�� L'u iT 1 05/07/2004 15:16 • 9098890455 KNAPP TANG PAGE 02 KNAPP & TANG STRUCTURAL, ENGINEERS, INC. 408 So. Stoddard Ave, San Bernardino. CA 92401 Phonc: (90.9) 889-0115 Fax: (909) 889-0455 Email: knappae(a��aol.com May 7, 2004 To: City of La Quinta Building & Safety Department Re: Roof & Floor Trusses for Plaza at Point Happy I have reviewed the truss submittals from Tru -Trus, and I find their calculations and shop drawings to be in substantial conformance with our structural plans and calculations. Respectfully, Leonard C. Knapp Engineer of Record CERTIFICATE OF COMPLIANCE ,�XVIEDY Desert Sands Unified School District 47950 Dune Palms Road ° Q BERMUDA DUNES r Date 5/12/04 La Quinta 7 CA 92253 � RANCHO MIRAGE Cf %,A INDIAN WELLSLM DES No. 25894 (760) 771-8515 dy> PALA QUINT y �INDIO y�� Owner Madison Development APN # 640-050-051 Address Jurisdiction La Quinta City Zip Permit # Tract # Study Area Type Commercial No. of Units 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 78380 Highway 111 37135 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments Commercial Shell Building. CC in the amount of $13,368.50 plus $0.10 cash received. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.36 X 37,135 S.F. ' or $13,368.60 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By cc/Pacific Western Bank -Rick Wilderson Check No. 242453 Name on the check Telephone 771-1755 By Dr. Doris Wilson . Superintendent Fee collected /exempted by Sharon MCGi Signature Funding .Commercial Payment Recd 1$0.00 $13,368.60 Over/Under NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting Kr -J PP 8C TA" -C;; STRUCTURk ENGNEERS, INC. 408 SOUTH STODDARD AVENUE SAN BERNARDINO. CA. 92401 TELE.909 889-0115 FAX ( 09 889-0.455 E=MAIL (KNAPPAECAOLCOM) KNDOAVOOR Lite PER ARLNL SPECS. SMALL- 16',6' . DEL 2x6 TOP PLATES CONT. 2x6 PONY WALL o-16.OZ. 2x6 P.T. SOLE PLATES w/ Wd16 o 16' OL. 9/4' PLYWOOD I U2'TOPPING, L PER AWAL SPECSJ 2x6 ELM. ON BETYEEN EACH JOIST) w/ 16416 / 0 4' OL. STA66EFM TO NAILHt' 5U4x5U4FLS P TOP ascan PLA ���t 2x�PLA ; 9ff 56' TJLX166 16' PER PLAN- ' FACE OF STL AN6LE5 1114� (2) L 4x4)6A6 SIL ANSLMIDES(ONE AT BOTH SOP EACHTAPEFW 2KIZ 1 16' OLJ w/ (2) I' 0 MB. AS SHOWN P©INT HAPF>/ —79-590 /V4e,&l fl TDSTL AN6LE5 r i! x6166 16' OL. LAPPED eET EEN l y V V ASL.E5 4 STLM w/ 416d NAILS; TYP. W STUDS 0.16' OL. n ' 2i(8 P.T. PLATE SLOWN6. KI Nfd166 6' OL..STA6EE ' JL4 Ft I i ear: H L DATE: G/7 -Qq SMT. _ OF G'412 I M PACT Fo P-cs �no� -4X4 x s�� sr (C� d Z HC—ANCTLr,— 7—A 430 L- rco d 4.67, /-i3 . srt Gl •P/� GI t `( Z 6 sa ' " 649 a k �)576, Ccs I� l3 I ►� cb �-�. C/irjpf� �{ -C �" = G Sd �-F �o fjp�` =� 1 �j C7 g�%� // / Vc::,bo i G nv �- H® 2x12 JOISTS 0 16' OL. NP. VJI2' HAIIEERS PIAL PEN2. T KTER CUT' LmcatCmr: 1164166 16' OL.. _ -2, >'> 430 L- rco d 4.67, /-i3 . srt Gl •P/� GI t `( Z 6 sa ' " 649 a k �)576, Ccs I� l3 I ►� cb �-�. C/irjpf� �{ -C �" = G Sd �-F �o fjp�` =� 1 �j C7 g�%� STRUCTURAL. ENG4NEERS, INC. 408 SOUTH STODDARD AVENUE P(DlNT HAPF>/ SAN BERNARDINO, CA. 92401 TELE.889-0175' FAX a 889-0455 E-MAIL ()gKNAPPAECAOL-COM) BY: H L - DATE: G17-clq SHT — OF.. (.2, t7' + ? 0 C;' 0 -SHE14K LAC- --- 4-0- -4-e-, 7 GcJ Int 13 I NJ � � :1 c*vArc'j 7 60 owoFESS/l i n rz,77,77 v, A2 FA P sn AM ES I m pAc-T F�o p- cc— Goc'� VONDOMOCIR LINE PER ARCHL SPECS. TIM' - (2 "Al 57L ANSLES, (ONE AT BOTH SIDES OF EACH TAPEFW 2d2 @-*1 0.0 Sr L SLOPE wl (2) 11 41 Ka AS SN", M- 2,h TOP PLATES cog. T.O.Sn- ANSLESj A c 2xb POW WALL a 161 Of*,. 2xbls a-161 04. LAPPED BETVM A46LES A STWS, KI 416d NAILS; TYP. -AK, 2xb P.T. SOLE PLATES K/ Wo 53f�'"- ol ,-1- 2.6 STUDS 0 16, OL. H C— � ANC-rL& 5/4' PLYNOOD in N%",. Pm= 2x8 P.T. PLATE I3LOwW. wl, Iowa •a 61 Of. STA66EFtED T-A�=G 7H (el F0 CE TD.TOFPIN6. 14'x' BR, JWP 1--A 24 BLWS. ON BETHEEN EACH JOIST) K/ 16Ws STA66OW TO NAILER r 5 V4 x 51/4 Fly P .4' V-6 12- e> OvBtTOP FLA :SEE TAPEitEp 2d2 JOISTS 0 Ib' OL AIL OE. w/ SIMP.1192' H/JI58i5 f za Lexat catir.- ao .0 tw/ 5- lbd'5 0-16- D. 13.0 LT - 5 =0".Of 6- Tlks o 16' OL. PLAN (.2, t7' + ? 0 C;' 0 -SHE14K LAC- --- 4-0- -4-e-, 7 GcJ Int 13 I NJ � � :1 c*vArc'j 7 60 owoFESS/l i n rz,77,77 v, KMAP P Sc TANG, STRUCTURAL ENGINEERS; INC. 408 SOUTH STODDARD AVENUE SAN BERNARDINO, CA. 92401 TELE. 909) 889-0115 FAX ( 09j 889-0455 E-MAIL (KNAPPAE®AOLCCM) 2.b ELKS. ON BETS@ BAGN JOIST) W 160 0 4' OL. STA6 OZED TO NAILM Fx 51/4 PLS.mtAIL 56' TJLXb 0 16' OL.I PER PLAN` - *6 f, 1A PHt® W2 JOISTS 0 16.OL. SRP. V212' NANSI376 Unum !STEN =I 12 LEDSER 0011r. 5-16db 0 16' OL. P©cNT HAPpy BY: OATE: SHT. _, OF GA jZ I M PACT F-10 P- CS C9oa-D .2-4x4 x s�b sT-L Cr t b" / G- -LLM 4' �-)-I I:>r; o CAK l THS j'�l12 s <nF A-AICTLC- - C holt-131 I � OL =-20 COo i. 11 s HeAf-, To 130 c. t7 _ coo o T U� �'� M o � 644 '7/ Gd N113 l ►� �-- Vl l -t €-G�(� c � � �2 ,�. � 1 I� €3 `'2 _ � ri 6 46 'V J Ccs I� L3 ►� cb --z:"apt. CI�rFel, 1 �' olc FAGS OF STL ANSLE5 (2) L 4x4x5A6 STL AW ES. PER AftHL SPECS.(ONE. Ll AT BOTH SIDES OF EACH TAF8t® Zln 0 16' OLJ w/ (2) I' 0 H8. ASSHOWiTA5TL 16'-B' AN61.EiDBL 2.6•TOP PLATES CONT. PONE HALL 0.16' OL. a:} -= ..iia 2xbb 0 16' OL. LAPPED BETWEEN2x6 2xb P.T. SOLE PLATES -- _ � t SiWS, H/ 416d NAILS; TYP. w/ 16d0 0 16' OL.t 2x8 STUDS 0 16' OL. 9/4' PLYI'IOOD. �• n y 2xb P.T. PLATB BLOCKING.I 4 U2 PER'ANCHL TOPPINSPEG5.� b' OL. ST'A6GER® eq- ,+/ I, bd/4 —Ta.TOPPIN5, IV.6• Bli - 2.b ELKS. ON BETS@ BAGN JOIST) W 160 0 4' OL. STA6 OZED TO NAILM Fx 51/4 PLS.mtAIL 56' TJLXb 0 16' OL.I PER PLAN` - *6 f, 1A PHt® W2 JOISTS 0 16.OL. SRP. V212' NANSI376 Unum !STEN =I 12 LEDSER 0011r. 5-16db 0 16' OL. P©cNT HAPpy BY: OATE: SHT. _, OF GA jZ I M PACT F-10 P- CS C9oa-D .2-4x4 x s�b sT-L Cr t b" / G- -LLM 4' �-)-I I:>r; o CAK l THS j'�l12 s <nF A-AICTLC- - C holt-131 I � OL =-20 COo i. 11 s HeAf-, To 130 c. t7 _ coo o T U� �'� M o � 644 '7/ Gd N113 l ►� �-- Vl l -t €-G�(� c � � �2 ,�. � 1 I� €3 `'2 _ � ri 6 46 'V J Ccs I� L3 ►� cb --z:"apt. CI�rFel, 1 �' olc �n� �u 0 mp ioySz"fY� �:[NRi w raj � �,q�3+,e� , asp'*. fRr f %�.*• Wsw' ,r'� -d`^i ha! '� �rs`a: +*ii���«n�nrTVTr. ,�'"k xa a+�r^r=i••ai�"Y'� . , :r -y. Earth S St@H11$ / • r{ �. ' Southwest :=::<,a DAILY1FLIELD REPORT ` 79-811 B Country Club Drive Bermuda Dunes, California 92203 • (760) 3,4455-1588 TIME: WEATHER:: / TEMP: JOB NAME: , = - /'Oin/ / JOB NO: DATE: LOCATION: ( 4 r N A CLIENT: CONTRACTOR: ►'/t 1 M _ S PRESENT AT SITE: OWNER: TEST NO. LOCATION DESCRIPTION LOT or STATION NUMBER APPROXIMATE ELEVATION FIELD TESTING REFERENCE CURVE REQUIRED MINIMUM DENSITY MOISTURE CONTENT % DRY DENSITY lbs/ cu. ft. RELATIVE COMPACTION % MAXIMUM DRY DENSITY lbs/cu. ft. OPTIMUM MOISTURE CONTENT % IV y 6 v REMARKS: OBJ ISt T- L/ IL DRAWING q V, V� IV I � 1 1 �N s 1 T- goV LIMITATIONS: Thi report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observatio No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager:, cLrENT REPRESENTATIVE SIGNATURE /TECHNICIAN'S S16NAURE BD -FS -001 (09/03) r2 0585 ��-.��... rt.yy.�-.®�� �4i.`�"�T^aY'!^ .'.x �'� . `�f �-. .d:•.'�.ou4'44:+«k+r�'1D` CM. "o"F'�q'MQ` trig"` -M" 'a••.*�,.w:"y��'>"�c'fcY'�`;. .��F:`�"i^4:r. T r, ,� •tti a 4' �. Y N y a � S6 Nil a ' ta*xr s Lr ltF; . Earth • Systems r ' DAILYKFIfELD REPORT Southwest xx�r ~� 79-81 IB Country Club Drive 1 Bermuda Dunes, California 9_2203 - (760) 345-1588 TIME: WEATHER:: / TEMP: JOB NAME: '�— fir T /7�'�� JOB NO: DATE: LOCATION: (, kJ _ry e CLIENT: OWNER: r CONTRACTOR: 1 A / M � �� S �r PRESENT AT SITE: 1 TEST NO.-, LOCATION DESCRIPTION LOT or STATIONo NUMBER APPROXIMATE ELEVATION FIELD TESTING REFERENCE CURVE REQUIRED MINIMUM DENSITY 0 /oOq MOISTURE CONTENT /o DRY DENSITY lbs/ cu. ft. RELATIVE COMPACTION o /o MAXIMUM DRY DENSITY lbs/cu. ft. OPTIMUM MOISTURE CONTENT % �_. t � � 1 ' J A y� DRAWING REMARKS: Dw 'Sir z { ad (—_4 0LJ( 9-9 %V r �ry S irk ��Gi C 6 � i2 FG /f /u L,�i �IV �_. t � � 1 ' J 1 1 LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observatio No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager: CLIENT REPRE_SEN—T` IVE SIGNATURE ITEtHNICIAN'S SIGNATURE W 20585 BD—FS-001 (09/03)'-- . : r =WACO® Scaffolding & Equipment 18024 South Broadway Gardena, CA 90248 Tel. (310) 538-1008 FAX (310) 538-1003 Feb 23, 2005 Daniel P. Crawford Jr. City of La Quinta, Building & Safety Dept P.O. Box 1504 La Quinta, CA 92253-1504 MEMBER SCAFFOLO INOUSTRV ASSOCIATION Re: Literature/information request, Happy Point Project, La Quinta Hi Daniel, MEMBER OF S 4EE) S p z Attached please find a copy of our WACO Shoring Systems brochure. On page 19 you will find the SSFI guidelines for the shoring of concrete formwork. These guidelines, I believe, contain much of the information that you are looking for. In regards to your question about how long the forms are required to remain in place, the answer will depend on many things including the concrete mix design, weather, imposed building loads, and the design strength required; among several other factors. Usually, the structural engineer will determine the design strength required prior to removal of the shoring, in addition to the re -shore requirements for the project. In other words, there is no absolute set of guidelines for each and every project. Please take a look at the information enclosed. I will ask our Project Manager, Bill Hogan, to give you a call within a couple of days to address any questions or concerns you may have. Thank you and regards, VAW Dennis Highstreet Branch Manager Rentals 0 Sales • Erection TANDY'S INSPECTION INC. PO BOX 13766 PALM DESERT, CA 92255 SPECIAL INSPECTION DAILY REPORT OFFICE/FAX 909.769.9717 PAGER 760.776.3339 TYPE OF INSPECTION PERFORMED DESCR PT!0N OF WORK INSPECTED DATE " ��Y � ►T��vl�r rZ- vEo t ww b _A -L v- = 'Z7 TIME MIX NUMBER SAMPLED AIR TEMP STEMPE '-�4-o PHYSICAL ADDRESS PERMIT NUMBER ls-llo �• L JOB NAME TYPE OF STRUCTURE 1'c-?! t �� (s�vVIAcE:�Cz AR CT ENGINEER WELDING INFORMATION' ERAL CONTRACTOR SUB CONTRACTOR t �"►�i% CCS1 T as* 1- We5r c--ohs-1 W L e &--t--cl- I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. cc: I TORS SIGNATURE -�-C-e•�- �-1-zc•. in6���.1-S S INS TORS CERTIFICATION AGENCY AND NUMBER DESCR PT!0N OF WORK INSPECTED cm'-� SATE " ��Y � ►T��vl�r rZ- vEo t ww b _A -L v- = 'Z7 TIME MIX NUMBER SAMPLED AIR TEMP STEMPE SLUMP TIME IN MIXER LOCATION WELDING INFORMATION' PROCESS WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. cc: I TORS SIGNATURE -�-C-e•�- �-1-zc•. in6���.1-S S INS TORS CERTIFICATION AGENCY AND NUMBER SAMPLE INFORMATION SUPPLIER TICKET NUMBER TIME MIX NUMBER SAMPLED AIR TEMP STEMPE SLUMP TIME IN MIXER LOCATION WELDING INFORMATION' PROCESS WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. cc: I TORS SIGNATURE -�-C-e•�- �-1-zc•. in6���.1-S S INS TORS CERTIFICATION AGENCY AND NUMBER n : _ . SPECIAL INSPECTION DAILY REPORT TANDY'S INSPECTION INC. PO BOX 13766 PALM DESERT, CA 92255 OFFICE/FAX 909.769.9717 PAGER 760.776.3339 TYPE OF INSPECTION PERFORMED SAMPLE INFORMATION rZ TICKET NUMBER MIX NUMBER SAMPLED --i - 6 PHYSICAL ADDRESS PERMIT NUMBER TIME IN MIXER JOB NAMETYPE OF STRUCTURE ARCHITECT ENGINEER GENERAL CONTRACTOR SUBCONTRACTOR WELDING INFORMATION PROCESS , - DESCRIPTION OF WORK INSPECTED -rE s-tN -To �z LA /S i . i ! �c1 0 I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. CC: SIGNATURE T. L.S3 0 • G• 16 jcz 4,a ) -I — INS TORS CERTIFICATION AGENCY AND NUMBER SAMPLE INFORMATION SUPPLIER TICKET NUMBER MIX NUMBER SAMPLED AIR TEMP SAMPLE TEMP SLUMP TIME IN MIXER LOCATION WELDING INFORMATION PROCESS WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER E -S4m3 I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. CC: SIGNATURE T. L.S3 0 • G• 16 jcz 4,a ) -I — INS TORS CERTIFICATION AGENCY AND NUMBER . _701. S. IVIS.'Neirvo'. Ave,; Sand. Bernardino, CA 92410 (909) :$:88=6511, 'ext. 1338 LD. TIiJST LABORATORY CERTIFICATE Name.. Joseph S' 'Rodri�e? Date October 9.2001 ' NRQ Social SecurityNo 545-43-3991 .Driver. License No. 47575 Date WeldedOctober 9 2001 Date Tested October -9. 2001 Plate No. 2242 Test Results Passed tiV Manual - STRUCTURAL,UNLL%IITED CONFORMS TO A.W.S. - D 1.1 2000 Test --- Groove Welds Vertical Overhead a: Side Bend # 1 --OK Side Bend•#2 ' —OK- OK. Electrode Machine Type E-7018 Type Miller Size 1/8" AWS A5.1 - Size 2'50 AMP Current " Material Type DCEP ,:, Type A-36 Amperage Range 105-115 Thickness 1" Volts 22--23.5- The 2-23 5The above test plates were welding in the pres ce of: ---- _. Insp • tor. pplicant The above test plates were laboratory VThe above test was performed•by the San tested by: Bernardino Valley Coilege Weld Test Lab. Inspe or. Dean, T chnicaI Division' ' 1 �ierf anam-111 • . . TANDY'S R is INSPECTION INC. PO BOX 13766 PALM DESERT, CA 92255 SPECIAL INSPECTION DAILY REPORT OFFICE/FAX 909.769.9717 .: PAGER 760.776.3339 am7 TYPE OF INSP�TION PERF ED DESCRIPTIONOF •• SUPPLIER DATE STEMPE SLUMP TIME IN MIXER' 2 m217 t 7 L4 PHYSICAL ADDRESS ( i - r . ��'�1 1 PERMIT NUM ( BERa / - (4 - (D L (o JOB NAMETYPE OF STRUCTURE ARCHITECT ENGINEER WELDERS NAME 1 GENERALCONTRACTOR ��� Com. `� � SUBCONTRACTOR � � nc• mill 1 HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. cc: � 1 D - INSPECTORS SIGNAT R 1C INSPECTORS CER , .1 AGENCY AND NUMBER DESCRIPTIONOF •• SUPPLIER TICKET NUMBER MIX NUMBER SAMPLED AIR TEMP STEMPE SLUMP TIME IN MIXER' 2 m217 LOCATION JEW wlw WELDING INFORMATION PROCESS M WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER mill will `, • � � - � � � % • X17. 1 HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. cc: � 1 D - INSPECTORS SIGNAT R 1C INSPECTORS CER , .1 AGENCY AND NUMBER SAMPLE INFORMATION SUPPLIER TICKET NUMBER MIX NUMBER SAMPLED AIR TEMP STEMPE SLUMP TIME IN MIXER' 2 m217 LOCATION WELDING INFORMATION PROCESS M WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER 1 HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. cc: � 1 D - INSPECTORS SIGNAT R 1C INSPECTORS CER , .1 AGENCY AND NUMBER G^.4 (*Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523.0952 Fax (714) 523-1369 39-725 Garand Lri., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 l / Date O r Q Job No. U FIELD MEMO Project Name � Client: Site Address y✓ , '� Job Phone Work Done Tact Summery / Footinas Inspected TestDry No. Location Elev, Density Moist % % Relative Compaction IRef, Max pcf Moist °/V A�(/- 7 - le) S. S _..... AO5 1z 0. 70 7 .5 7 A- - Comments /A4 / �' / /�-' Field Tech. Super, or Agent i 21 11ni.rr nolic a requested to schodule Field Technician. Tharik you for thP. c>ppoitunity 10 he of scrvicu. l d 9DOZZZ089 'ON/Z l : 8 '1S/L l 8 900Z 9Z WOW 183S30 Wldd N300d1S W081 014074.. Sladd6w.-Ertoineering 0952�.-­ 6782 - Stahtori-Ave., Suite A, .Buena Park, CA 90621.: (714)' Fax.(714)5237.1-369: 39 725 Garand'Ln., Sbitd:G .'PAIrn -Desert, CA 92211 .(760).772-3893,: Fax (760)'772-389Y Date Job No. � FIELD MEMO.", —7-) -Project Name) Client: - If .:Site -.Address N --e kA ..Job Phone Work Done Ni _Tt'Surnmary - /Footings - Inspe6ted T�est - Oc • Lbcation, Elev. Dry Moist %Relative Ref. Max Moist 0 TI Density % Com paction pcf % h Uornrn6nts .............. T_ t b Field Tech. 1. Super. or :, t- ',:.,: 24 how notice,.requested to schedule. Field, Technician; Thank -you for the. opportunity. to be of service.:- (7 / h (/0) 7 "7 �1-1 P) 1-9 17-1 _q Uornrn6nts .............. T_ t b Field Tech. 1. Super. or :, t- ',:.,: 24 how notice,.requested to schedule. Field, Technician; Thank -you for the. opportunity. to be of service.:- CIVIL STRUCTURAL DESIGN ENGINEERING 26501 RANCHO PARKWAY, SUITE 203, LAKE FOREST, CA 92630 ::::: (9491421-0144 , FAX (9491421-0143 CONFIRMATION NOTICE Project: Point Happy Parking Structure Job 0: 2003-47 Date: December 8, 2005 Subject: Revised North Elevation Confirmation Notice: No. 3 Regarding the North elevation steel studs, we would like to confirm the following: 1) You may use 20 gage steel studs for North wall in lieu of 18 gage, as indicated on structural plans.. The studs shall be attached to C.M.U./concrete walls and the height of studs shall not extend above C.M.U. crash wall. You can proceed on the basis of our understanding of the substance of the discussion outlined above. Please notify us if you take any exceptions or if there are any errors or omissions. if no notice is received within 10 days, we assume you are in agreement. e Tildin Engineering Sia Tileh-kooh, P.E.-Principal 70, ORCO Construction Supply Certificate of Compliance 2650 S. La Cadena Dr. Phone: (909) 824-1244 Colton, Ca 92324 Fax: (909) 825-8240 Shipped Date: B.O.L. Number006528 Size Order: Description: Weight: 00113 AREA C DECK 13179 Lbs. 00113P P/T ACCS FOR AREA B DECK AND BEAMS 2986 Lbs. T AREA D DECK 20340 Lbs. 00114 3 BOXES TIE WIRE 0 Lbs. 00724 P/T ACCS FOR AREA D DECK @ BEAMS 3734 Lbs. 00114P .180 .500 T 90500 16.0 Job #: K 40136 Project: THE PLAZA @ POINT HAPPY Sold To: FOUR STAR REBAR PO BOX 7716 MORENO VALLEY, CA 92552- 7716 Comments: Heat Mill Size Grade C Mn I P S Si CE Yield Tensile EI BD 104704 Cascade 3 60 .26 1.23 .011 .034 .180 .500 63000 90500 16.0 OK S44845 NatSteel 3 60 .36 1.22 .032 .016 .370 .620 66193 93599 16.0 OK 450515 Nucor 4 60 .39 1.10 .012 .038 .210 .000 70470 108250 13.0 OK 460104 Cascade 4 60 .43 1.07 .014 .032 .180 .640 68000 106000 12.0 OK 250951 Nucor 5 60 .39 1.17 .016 .043 .210 .000 71577 110481 13.0 OK 445904 Cascade 5 60 .43 ' 1.05 .009 .029 .180 .630 64500 103000 14.0 OK The above material described herein has made and tested in accordance with ASTM -A615 and or ASTM — A706. The above data to be correct as c6xitai in our company records. OJ By: ` %// , `(� V Date: ' ' I ORCO Construction Supply Certificate of Compliance 2650 S. La Cadena Dr. Phone: (909) 824-1244 Colton, Ca 92324 Fax: (909) 825-8240 Shipped Date: B.O.L. Number006873 Size Order: Description: Weight: 00113B BEAM ACC'S AREA C&D BAL 624 Lbs. R AREA C DECK 0 Lbs. 00723 FIX FOR COLS 87 Lbs. 00006F 3 60 F 1.18 .010 Job #: K 40136 Project: THE PLAZA @ POINT HAPPY Sold To: FOUR STAR REBAR PO BOX 7716 MORENO VALLEY, CA 92552- 7716 Comments: Heat Mill Size Grade C Mn I P S I Si CE Yield Tensile EI BD 33063 Turkey 3 60 .37 1.18 .010 .040 .280 .000 63656 1.03771 16.7 OK 460104 Cascade 4 60 .43 1.07 .014 .032 .180 .640 68000 106000 12.0 OK 44251' Tamco 9 60 .43 .88 .020 .048 .250 .610 67000 104000 10.0 OK The above material described here' has made and tested in accordance with ASTM -A615 and or ASTM — A706. The above data to be correct o ined in our company records. By: Date: CM.t.M/M raPil► ORCO Construction Supply Certificate of Compliance 2650 S. La Cadena Dr. Phone: (909) 824-1244 Colton, Ca 92324 Fax: (909) 825-8240 Shipped Date: B.O.L. 4umber006529 Size Order: Description: Weight: 00113A BEAM ACC's AREA C & D 376 Lbs. R AREA D BEAMS 13229 Lbs. 00104 AREA C BEAMS 12182 Lbs. 00103 3 60 Job #: K 40136 Project: THE PLAZA @ POINT HAPPY Sold To: FOUR STAR REBAR PO BOX 7716 MORENO VALLEY, CA 92552- 7716 Comments: Heat Mill Size Grade C Mn P S Si CE Yield Tensile EI BD 33063 Turkey 3 60 .37 1.18 .010 .040 .280 .000 63656 103771 16.7 OK 460104 Cascade 4 60 .43 1.07 .014 .032 .180 .640 68000 106000 12.0 OK 50073 Tamco 5 60 .36 1.13 .030 .076 .240 .590 72500 109000 10.0 OK 445904 Cascade 5 60 .43 1.05 .009 .029 .180 .630 64500 103000 14.0 OK 44233 Tamco 6 60 .41 .78 .020 .041 .250 .570 66000 101000 14.0 OK 44349 Tamco 7 60 .43 .67 .020 .045 .210 .570 67500 102000 1.2.0 OK 43657 Tamco 8 60 .42 .89 .020 .048 .240 .600 68500 108000 9.0 OK 44251 Tamco 9 60 .43 .88 .020 .048 .250 .610 67000 104000 10.0 OK The above material described here' as made and tested in accordance with ASTM -A615 and or ASTM - A706 'The above data to be orrect as:,A ntained in our company records. By. Date: ✓� �_ �,' �i����� ISI i; �� ��� � ' I ORCO Construction Suppl Certificate of Compliance 1 Lam' 2650 S. La Cadena Dr. Phone: (909) 824-1244 Colton, Ca 92324 Fax: (909) 825-8240 Shipped Date: B.O.L. Number006383 Size Order: Description: Weight: 00717 AREA C AND D DECK AND BEAMS ,' 0 Lbs. 00715 ACCESSORIES 0 Lbs. 00112A AREA A DECK AND BEAMS EZ CHAIRS 1363 Lbs. R ACCS FOR AREA B DECK & BEAMS 1669 Lbs. 00111P P/T ACCS FOR AREA A DECK & BEAMS 19572 Lbs. T AREA A DECK 11062 Lbs. 00111 AREA A BEAMS 16.0 00101 44088 Wei Chih 7g�m4,ir/ Job #: K 40136 Project: THE PLAZA @ POINT HAPPY Sold To: FOUR STAR PO BOX 7716 MORENO VALLEY, CA 92552- 7716 Comments: Heat. Mill Size Grade C Mn P S Si CE Yield Tensile EI BD 104704 Cascade 3 60 .26 1.23 .011 .034 .180 .500 63000 90500 16.0 OK 44088 Wei Chih 3 60 .30 1.26 .036 .034 .190 .000 71050 109040 19.0 OK 44072 Tamco 4 60 .40 1.04 .020 .044 .220 .610 72000 111.000 11.0 OK 460104 Cascade 4 60 .43 1.07 .014 .032 .180 .640 68000 106000 12.0 OK 50073 Tamco 5 60 .36 1'.13 .030 .076 .240 .590 72500 109000 10.0 OK S62214 Northstar 5 60 .45 1.12 .012 .029 .190 .000 99200 156600 13.7 OK 01181 Tamco 6 60 .42 1.05 .030 .034 .180 .640 72500 115000 13.0 OK 44349 Tamco 7 60 .43 .67 .020 .045 .210 .570 67500 102000 12.0 OK 43657 Tamco 8 60 .42 .89 .020 .048 ..240 .600 68500 108000 9.0 OK 44251 Tamco 9 60 .43 .88 .020 .048 .250 .610 67000 104000 10.0 OK The above material describedA6e n has made and tested in accordance with ASTM -A615 and or ASTM - A706. The above data toIbe correct as -ntamed in our company records. By:` Date: .. ��.. ..� I 0 ' I ORCO Construction Supply Certificate of Compliance C 2650 S. La Cadena Dr. Phone: (909) 824-1244 Colton, Ca 92324 Fax: (909) 825-8240 Shipped Date: B.O.L. Number006403 Size Order: Description: Weight: 00718 TIE WIRE 0 Lbs. 00716 AREA B DECK AND BEAMS EZ CHAIRS 0 Lbs. 00112P P/T ACCS FOR AREA B DECK & BEAMS 1346 Lbs. T AREA B DECK 12234 Lbs. 00112 ACCS FOR AREA A DECK & BEAMS 1872 Lbs. 00111A AREA B BEAMS 9979 Lbs. R 90500 16.0 00102 50251 Tamco Job #: K 40136 Project: THE PLAZA @ POINT HAPPY Sold To: FOUR STAR PO BOX 7716 MORENO VALLEY, CA 92552- 7716 Comments: Heat Mill Size Grade C Mn P S Si CE Yield Tensile EI BD 104704 Cascade 3 60 .26 1.23 .011 .034 .180 .500 63000 90500 16.0 OK 50251 Tamco 4 60 .36 .96 .020 .045 .280 .560 69000 106000 12.0 OK 460104 Cascade 4 60 .43 1.07 .014 .032 .180 .640 68000 106000 12.0 OK 50073 Tamco 5 60 .36 1.13 .030 .076 .240 .590 72500 109000 10.0 OK 50092 Tamco 6 60 .36 1.20 .020 .070 .240 .600 69000 110000 11.0 OK 44350 Tamco - 7 60 .38 .94 .020 .036 .180 .580 67000 105000 1.2.0 OK 131587 Nucor 8 60 .41 1.13 .008 .032 .220 .620 66797 107177 12.0 OK 42573 Tamco 9 60 .37 .79 .020 .037 .230 .560 64500 101000 9.0 OK The above material described he�has made and tested in accordance with ASTM -A615 and or ASTM - A706. The above data to be corre > a ' ntained in our company records. 2j By: /' Date: . �� LOT -[-.--.-HEAT NO. BAOSTEEL GROUP SHANGHAI ERGANG CO.,LTD.v' COIL WT LENGTH COIL NO. ADD: 221 HUANGXING RD SHANGHAI,CHINA Page No.: 7 TEL: 021-65396405 (MT) (FT) CFAX:021-65704151 trlu4 CERTIFICATE OF COIL WEIGHT 9 CUSTOMER: CONCRETE REINFORCING PRODUCTS DATE: 2004.10.11 COMMODITY: PC-STRAND-DIA.1/2" CONTRACT NO.: 2004EG-008PC TYPEIGRADE: ASTM A416 270K STANDARD: ASTM A416-99 COIL WT (LBS): P.O.: #36532-2 COIL WT (LBS): LENGTH (FT): 6,283 _...._ ._........... _ .......I- 6,481 LOT -[-.--.-HEAT NO. COIL WT LENGTH COIL NO. NO. rOILVVT (LBS) (MT) (FT) trlu4 - Y,_ 9 q KR S-,;� 133 A4253471 A4253581 6,407 2.906 1 12096 20410-24-05. 134A42 53481 A4253581 6,283 _...._ ._........... _ .......I- 6,481 2.850 11864 ..... _.._.....---.......... ..... _... .I........ _........... ..... ......._....._._.._... 2.940 ' , 12238 20410-25-01 ........ ------...... . 20410-25-02 135 - _5_3 -4__8_l_______ A4253481- - ---- A4253581 136 A4253481 A4253581 6,239 2.830 11781 20410-25-03 37 A4253481 A4253581 6,239 2.830 11781 20410-25-04 138 A4253481 A4253581 6,243 I 2.832 1 11788 20410-25-05 139 A4253481 A4253581 6,310 2.862 11913 20410-25-06 _ _ ................._ 6,398 ._ _... - --- I ._..._......_.._........ _ 2.902 i 12080 .......... _.__... _ -—..------- 20410-26-01 --- -' 140 --- .-A4253451.-- A4253581 141 A4253451 A4253581 6,398 2.902 12080 20410-26-02 142 A4253451 A4253581 6,384 2.896 12057 2.900 1 12073 i —11847 20410-26-03 143 - A4253451 X4253581 • 6,393 20410-26-04 144 A4253451 A42535'BI 6,274 2.846 i 20410-26-05 145 A4253451 A4253581 6,314 2.864 11923 20410-26-06 .............. ...._................... 6,415 _.........._.....--- --._............ . _...:..._..._.__._._...-41 2.910 12113 -61 -- 10410-22-01 —_...-- 146 — ----- A4253471 A4253581 6,415 1 2.910 12113 _ 10410-22-02 147 A4253471 A4253581 148 X425347;1 A4253581 6,420 2.912 i 12123 10410-22-04 149 A4253471 A4253581 6,398 6,393 2.902 12080 2.900 1 12073 10410-23-03 10410-23-04 150 A4253471 A4253581 01517 A4253471 A4253581 6,393 2.900,! 12073 10410-23-05-� 152 A4253471 A4253581 6,552 2.972 12372 10410-23-06 -... _ --... __... -- _...._...._.. _ I ........ ..... ....... ..... ....... . 153 A4253471 A42535816,393 2.900 12073 10410-23-07 154 A4253581 6,371 i 1 2.890 12031 10410-24-01 TOTAL: --_SUB _ TOTAL: --- --- —--- �__.4 CRP BRAND BAOSTEEL GROIJ SHANGHAI ERGANG CO.,LTD. MADE IN CHINA BY BAOSTEEL GROUP ERGANG_ AUTHfl.R!ZMSIGNATURE , BAOSTE.EL GROUP SHANGHAI ERGANG CO.,LTD Address:221 Huangxin Rd. Shanghai TEST REPORT OF MECHANICAL PROPERTIES TO: CONCRETE REINFORCING PRODUCTS MATER. NAME: PC STRAND MOMINAL DIA: 12.70mm 0.500 in) WEIGHT: SPEC: ASTM A416-99 P-O.NO: #36532-2 MATER. GRADE: 270K TEMP: 23°C DATE: 2004/10/06 MEASUREMENT RESULTS CS AREA LOAD AT 1% BREAKING MODULUS OF ELONG COIL No. SAMPLE No. EXTENSION LOAD ELASTICITY IN 24" (mm2) (int) (kN) (Ibf) (kN) (Ibf) (GPa) (Mpsi) 149 10-23-031 tl9l_7 100-4 :0:-15:6: 178.7 40170 43090 200 29.00 5.5 0.00 0.40 0.80 1.20 1.60 2.00 200 -----­-------------- ------ -------------------------------------- 160 - - - - - -- - - - - - - ------------------- 120 ------------ . ............... . ------------- ----------------------- ---- 80 -------- ----------------- : ------- : ------ ----- - ----- ------------------- -------- 40 ------------- ......... 0 Load kN/Extension mm WE HEREBY CERTUFY THAT THE PRODUCT WERE MADE IN ACCORDANCE WITH ABOVE SPECIFICA- TION. Lab.Operator: Reviewer: Surveyor:,� BAOSTEEL GROUP SHANGHAI ERGANG CO.,LTD. D: 221 HUANGXING RD SHANGHAI,CHINA Page No.: 5 TEL:021-65396405 ( FAX: 021-65704151 LOT CERTIFICATE OF COIL WEIGHT COIL Wl CUSTOMER: CONCRETE REINFORCING PRODUCTS DATE: 2004.10.11 COMMODITY: PC-STRAND-DIA.1/2" CONTRACT NO.: 2004EG-008PC TYPE/GRADE: ASTM A416 270K STANDARD: ASTM A416-99 COIL WT (LBS): P.O.: #36532-2 COIL WT (LBS): LENGTH (FT): t 4� LOT HEAT NO. COIL Wl COIL WT LENGTH COIL NO. NO. (LBS) (MT) (FT) frlQ 4� y Irt P t 4� 89 A4152141 A4253451 6,279 2.848 11857 10410-20-01 - • A4152141 A4253451 6,473 I 2.936 122:.1 10410-20-03 ,90 _...... . ............._..L..-.-...._..__._.__._ ---... -- - 91 ----- -- --- ----- A4152141 A4253451 61473 2.936 12221 10410-20-04 92 A4152141 A4253451 6,415 2.910 I 12113 10410-20-05 93 A4152141 A4253451 6,420. I 2.912 , 12123 10410-20-06 6,420 2.912 12123 10410-21-01 94 A4253471 A4253451 A425347.1. A4253451 6,424 1 2.914 I 12129 10410-21-02 .95 .• 6,429 2.916 1 12139 10410-21-03 96 A4253471 A4253451 97 A4253471 A4253451 6,424 2.914 12129 10410-21-04 98 A4253471 A4253451 6,380 2.894 12047 11896 -10410-21-05 10410-21-06 L99_ A4253471 A4253451- 6,301 1 2.858 100 A4253451 A4150571 6,415 2.910 I 12113 20410-18-01 -101 A4253451 A4150571 6,415 2.910 12113 20410-18-02 102 _......... .-:_.._.... ......_...... 6,415 -1-- 2.910 ---- I 12113 -------....._.__.-_.-..___-._-.......__. 20410-18-03 A4253451 A4150571 —_. 103...__... ---.._..... - ........... .. .. - - - - - A4253451 A4150571 - ...._.-....._... _ ._ 6,424 ...---------- 2.914 12129 ---.-------- ----- - 20410-18-05 104 A4253451 6,407 2.906 1209620410-19-01 105 A4253451 6,398 2.902 --- 12080 --- ------ 20410-19-02 - --- - - --- ---- 106 --- A4253451 _..... --...... .._..._...... 6,389 _..__.._..- 2.898 12064- 20410-19-03 107 A4253451 6,380 2.894 12047 20410-19-04 108 A4253451 6,393 2.900 12073 20410-19-06 ------- 109 - - - -- -. A4253451 ...... ....... ....... .... _.. 6,407 ..... ....... _..... --- 2.906 --- --..._.. 12096 - ---- - - ---...---- - 20410-20-01 110 A4253451 6,384 2.896 12057 20410.20-02 SUB TOTAL: TOTAL: ------_.. _...----------------- ---- +� CRP BRAND BAOSTEEL ORQUF SHANG A.I ERGANG CO.,LTD. MADE IN CHINA `�-` ;• ..:: , s BY BAOSTEEL GROUP ERGANGY:. AUT1i©RIZETIGNATURE 0 BAOSTEEL GROUP SHANGHAI ERGANG CO.,LTD Address:221 Huangxin Rd. Shanghai TEST REPORT OF MECHANICAL PROPERTIES TO:, CONCRETE REINFORCING PRODUCTS MATER. NAME: PC STRAND MOMINAL DIA: 12.70mm 0.500 in) WEIGHT: SPEC: ASTM A416-99 P.O.NO: #36532-2 MATER. GRADE: 270K TEMP: 23°C DATE: 2004/10/05 0.00 0.40 0.80 1.20 1.60 • 2.00 Load kN/Extension mm 200 160 120 WE HEREBY CERTUFY THAT THE PRODUCT WERE MADEIN ACCORDANCE WITH ABOVE SPECIFICA- TION. 80 Lab.Operator;._�.._...... I._ I Reviewer: 40 _............ - Surveyor: 0 r� j' MEASUREMENT RESULTS COIL No. SAMPLE No. CS AREA - LOAD AT 1% EXTENSION BREAKING LOAD MODULUS OF ELASTICITY ELONG IN 24" (Pfo) (mm2) (in2) (kN) (Ibf) (kN) (Ibf) (GPa) (Mpsi) 94 10410-21-01 100.4 0.156 177.0 39790 191.9 43140 197 28.56 5.5 0.00 0.40 0.80 1.20 1.60 • 2.00 Load kN/Extension mm 200 160 120 WE HEREBY CERTUFY THAT THE PRODUCT WERE MADEIN ACCORDANCE WITH ABOVE SPECIFICA- TION. 80 Lab.Operator;._�.._...... I._ I Reviewer: 40 _............ - Surveyor: 0 r� j' BAOSTEEL GROUP SHANGHAI ERGANG CO.,LTD. Ll\ DD: 221 HUANGXING RD SHANGHAI,CHINA Page No.: 4 EL: 021-65396405 A -FAX: 021-65704151 LOT NO. fg-ki CERTIFICATE OF COIL WEIGHT COIL WT (LBS) 9 CUSTOMER: CONCRETE REINFORCING PRODUCTS DATE.: 2004.10. 11 COMMODITY: PC-STRAND-DIA.1/2" CONTRACT NO.: 2004EG-008PC TYPEIGRADE: ASTM A416 270K STANDARD: ASTM A416-99 COIL WT- (LBS): P.O.: #36532-2 COIL WT (LBS): LENGTH (FT): 10410-15-01 . ..... ..... .......... .. 10410-15-02 LOT NO. fg-ki HEAT NO. Jlp_� COIL WT (LBS) 9 COIL WT (MT) uq LENGTH (FT) x pl, COIL NO. _Vg 67 A4253451 6,407 2.906 12096 20410-17-06 68 A4150531 A4150571 A4150531 A4150571 6.376 6,376 2.892 2.892: 12041 . ....... .. . . . ........... 12041 10410-15-01 . ..... ..... .......... .. 10410-15-02 69 70 A4150531 A4150571 6.578 2.984 ..12421 10410-15-07 71 A4253451 A4150571 6,393 2.900 12073 10410-16-01 72 A4253451 A4150571 6.380 2.894 12047 10410-16-02 A4253451 A4150571 6.565 6,565 2.9_78 ' 2.978 1_2398 12398 10410-16-05 10410,16-06 74 A4253451 A4150571 7 5 7�41506il 6,367 2.888 12021 10410-17-01 76 A4150571 6.407. 2.906 12096 10410-17-02 77 A4150571 6,402 2.904 12090 10410-17-04 78 A4150571 6,402 2.904 l2090 10410-17-05 79 A4150571 6,398 6,398-- 6,380 2.902 --::2.902—- 2.894 12080 . ..... ....... . .. .. . 12080 . . ... ..... .... 12047 10410-17-06 . 18�:- 10410-01F� 10410-18-02 C4-0_ �M152071 A4253451—: 81 A4152071 A4253451 82 A416*2071 A4253451 6,570 2.980 12405 10410-18-03 83 A4152071 A4253451 6,393 2.900 12073 10410-18-04 84 A4150571 A4253451 .... . ....... 6,583 .2.986 12431 10410-19-01 85 A4150571 A4253451 6,574 2.982 i 12415 10410-19-02 86 87 A4150571 A4253451 A4150571 A4253451 6,578 6,587 2.984 2.988 1 12421 12438 10410-19-03 10410-19-04 88 A4150571 A4253451 6,552 2.972 12372 10410-19-05 SUB TOTAL: TOTAL: I log t M CRP BRAND 13AOSTEEL GROUP.SHANGHAI 00�tNG CO.,LTD. MADE IN CHINA BY BAOSTEEL GROUP ERGANG --A DSlOqATURE BAOSTEEL GROUP SHANGHAI ERGANG GO.,LTD Address:221 Huangxin Rd. Shanghai TEST REPORT OF MECHANICAL PROPERTIES TO: CONCRETE REINFORCING PRODUCTS P.O.NO:. ' #36532-2 MATER. NAME: PC STRAND MATER. GRADE: 270K MOMINAL DIA: 12.70mm 0.500 in) TEMP: 23'C WEIGHT: DATE: 2004/10/05 SPEC: ASTM A416-99 j MEASUREMENT RESULTS LOAD AT 1% BREAKING MODULUS OF ELONG COIL No. SAMPLE No. CS AREA EXTENSION LOAD ELASTICITY IN 24" (mm2) (in2) (kN) (Ibf) (kN) (Ibf) (GPa) (Mpsi) (%) 84 10410-19 01 100.4 0.156 178.2 40060 191.2 42980 200 29.00 5.5 0.00 0.40 0.80 1.20 1.60 2.00 200 ------------------ = - 160 ------------- --- --- ------------ ---- ----- ------ -- - 120 ------------ ------------ ---- --- .---- ----. ----- 80 ------------------ ...................:......................................40 - --- - -- 0 .Load kN/Extension mm 4 WE HEREBY CERTUFY THAT THE PRODUCT WERE MADE IN ACCORDANCE WITH ABOVE SPECIFICA- TION: Lab.Operator: - Reviewer: Surveyor: 6 !►' BAOSTEEL GROUP SHANGHAI ERGANG CO.,LTD. ADD: 221 HUANGXING RD SHANGHAI,CHINA Page No.: 2 TEL: 021-65396405 FAX: 021-65704151 LOT CERTIFICATE OF COIL WEIGHT COIL WT CUSTOMER: CONCRETE REINFORCING PRODUCTS DATE: 2004.10.11 COMMODITY: PC-STRAND-DIA.1/2" CONTRACT NO.: 2004EG-008PC TYPEIGRADE: M ASTM A416 270K STANDARD: ASTM A416-99 COIL WT (LBS): P.O.: #36532-2 COIL WT (LBS): LENGTH (FT): ejk� LOT HEAT NO. COIL WT COIL WT LENGTH COIL NO. NO. (LBS) (MT) (FT) %-4 klS.g ?0► AAR ejk� 23 A4150531 6,393. 2.900 12073 20410-10-02 24 A4150531 i 6,393 2.900 12073 20410-10-03 25 A4150531 6,393 2:900 { 12073 20410-10-04 26 A4150531 6,287 2.852 I.: 11873 20410-10-05 27 A4150531 6,415 .6,393 2.910 2.900 12113 12073 20410-10-06 20410-11-01 28 A4152071 29 . A4152071 --� - A4152071 ,6,393` ......... .... -._.._.._...:.._....___-_........._..._...._.._..._...--------- 6,393 —2.900 2.900 12073 20410-11-02 " 20410-11-03 --- 30 12073 31 A4152071 6,398 2.902 12080 20410-11-04 32 A4152071 6,305 2.860 11906 20410-11-05 33 A4152071 6,407 2.906 12096. 20410-11-06 34 A4152071 A4150531 6,358 2.884 12005 20410-12-01 { 35 A4152071 A4150531 6,296 2.856 11890 20410-12-02 36 A4152071 A4150531 6,287 2.852 11873 20410-12-03 37 A4152071 A4150531 6,287 2.852 11873 20410-12-04 38 A4152071 A4150531 6,310 2.862 11913 20410-12-05 39 A4152071 A4150531 6,552 _........_...._..... ... ... _._.. 6,301 2.972 ........... 2.858 12372 1 -11896 20410-12-06 20410-13-01 -- 40 - - --- A4152071 41 A4152071 6,314 6,349 2.864 2.880 i 11923 11988 20410-13-02 20410-13-03 42 A4152071 - 43 A4152071 A4152071 ' 6,384 2.896 12057 20410-13-04 44 6,3993 -� 2.900 12073. 20410-13-05 SUB TOTAL: TOTAL:- pHANGHAI CRP BRAND BAOSTEEL GROUP; ERGANGCOLTD MADE IN CHINA BY BAOSTEEL GROUP ERGANG AUftiQj ZED-SIGNATURI` COIL 0 BAOST I EEL GROUP SHANGHAI ERGANG CO.,LTD Address:221 Huangxin Rd. Shanghai TEST REPORT OF MECHANICAL PROPERTIES TO: CONCRETE REINFORCING PRODUCTS MATER. NAME: PC STRAND MOMINAL DIA: 12.70mm 0.500 in) WEIGHT: SPEC: ASTM A416-99 P.O.NO: #36532-2 MATER. GRADE: 270K TEMP: 23C DATE: 2004/10/03 MEASUREMENT RESULTS LOAD AT 1% BREAKING MODULUS OF ELONG SAMPLE No. CS AREA EXTENSION LOAD ELASTICITY IN 24" (mm2) (in2) (kN) (Ibf) (kN) (Ibf) - (GPa) (Mpsi) 20410-11-01 100.4 1.1:56:Tl77.1 39810 191.1 42960 197 28.56 5.5 0.40 0.80 1.20 1.60 2.00 ------------ ------------------ ------------ ------ - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - -- - - - - - - - - - - - -- - - - - - - - - - - - - ---- ---------- ------------------- ------------ .................... ------------ ------------ ............... ------------------------------------ : ------ - - - - - - - -- - - - - - - - - - - - ------ --- -- ------ ------ ------- I ----- ------- ------------ Load kN/Extension mm 200 - 160 120 WE HEREBY CERTUFY THAT THE PRODUCT WERE MADEIN ACCORDANCE WITH ABOVE SPECIFICA- TION. 80 Lab.Operator: Reviewer: 40 ------ Surveyor: 0