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0009-117 (OFC)LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division.3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date Date?• " O f Signature of Contractor �� t ,. :. 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 1 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. No) 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: Cartier Policy No. 3111AIT, FUND 14124an (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 wi) those provisions. Date2 - L c ► Applicant V . / • .1 , r• r , Warning: Failure to secure -Workers' Compensation cove�ge is unlawful and shall subject an employer to criminal penalties and civil fine%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. z 'z U., of Signature (owner/Agent) 1` = l �, �� 't Dateja h ,w BUILDING PERMIT PERMIT# DATE VALUATION LOT TRACT +/- JOB SITE APN ADDRESS OWNER CONTRACTOR/DESIGNER/ENGINEER W£J1;SLD GYM' T T( N,HEART CCONJTRUIC""T.f0H. NO. PALM DF.�'F.WJ° CA 92260 PAL 1 0}ZiidGS CA 92262 (760)322-1533 C.43tft 3962 USE OF PERMIT C.'0Yy1;INTI —11IA'1. %€"ai>!tMERCIAL S111L1.a N0 15,500 SQt3.13PE'fr ZOT .t1'R111 1.. 4C 1VOG. P off CONTRACT A1101J.HT La CONSTRUCTION FIRM 101-000-43 B-M, $2,W150 PLAN CHWr F r 104 -000- 439- d'19 s -356.w, 8q�63.xC�c(.,y��te�31111Aa'II FER 1 t+ 11-C',�171t342��1--/ayf00 108160 iTl4,i1. I/y�;.rir 10y1_too�!!y'_pf 1:.51.-T.JY001 p..Y ail'tt,� t4r g$427..400 E ,kf4F.SAIt D40 v�ik 1 101-0 0-4 99-000 92*23.so STRO Q MOTION :SEE . COMM 100-000- 41-000 $141..42 0RADINt11; E' 101--000-42.3.000 190,00 %A:i¢lll�;�y3��I[,41,),iR�9fA�1"Li1�,1hu31hs,�c3C�T $1pyen3.1:5.>3��0� t112 tIIf 2ns �ro y� K p� v 1 ,kR,7.IN l�'s�e:�l.e14!"�tt!i.CIVI-�.O iv'1T d01-OatLi45;�--0130 � i�ayJiKl,W FEE OrlPQ"1T -P,50.013 n� • a a °��Q 1.r � A.,1'1Y`•. F �LTfi'.£'i;�',91�!° AVYD r'.1.AN MAM'X $ 6,36-2.68 FEB 26 2001 VgY JL PERMT IFEEN D M.' NOW WARM b RECEIPT DATE 'BY `i DyT� N L INSPECTOR �15 I t INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs _ _ Underground Ducts Forms & Footings Q// / Ducts Slab Grade Return Air Steel Combustion Air Roof Deck �� 1p//�� Exhaust Fans O.K. to Wrap F.A.U. Framing 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 Final Final%�'/ _ POOLS - SPAS BLOCKWALL APPROVALS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test _ Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster S �' Pool Cover X.ewer Connection�6i Encapsulation Gao y.` Gas Test Appliances Final COMMENTS: ��0/ Final Utility Notice (Gas) 4/ / GM / -7I� 4&�/ ELECTRICAL APPROVALS ' Temp. Power Pole �p/ Underground Conduit�� Rough Wiring Low Voltage Wiring /R*7W-,V4, Fixtures Main Service (iGl�/ G/D ��(,v4x14� 1'�l 0/0 Sub Panels Exterior Receptacles G.F.I. \ Smoke Detectors _ /t�� Y �0 Alwo-ml Temp. Use of Power 8 (p�j�4 Final Utility Notice (Perm) Building �'' Address l T4t!t 4 4 " P.O. BOX 1504 APPLICATION ONLY 78-495 CALLE TAMPICO �t9 %2LA OUINTA, CALIFORNIA 92253 uwner \ ` ro,-1 �A I mailin Address 4i - V_t5l Cte_rcx1 n- L Jk-,A 5711 City 11ULA Uas_ t Zip lf;)4 bo Tel. �t�-�73•�-'lob Contractor lj o,j W 6_a,,ZT 0,J,.tb-e VC TT o k_) Address io-7 � . TLAQUO Z Cam+o►J 3 City I Zip Tel State Lic. & Classif. City Lic. # Designer tngr.,Yv► { y Designer W.1(+ , v�(,� y,,,}/I'R� �i c-� Address , o 1�-vZ ,, F L] 1ldJ'�t�(�..?j`S City c`{art t^ Zip \ / State _ CIivv\ C7� Lic. #�600 r W 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 Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed starement 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 ($500). Il I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) 11 I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor($) licensed pursuant to the Contractor's License Law.) 11 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, Labor Code.) Policy No. Company f7 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 (E100) valuation or less.) I certify that in the performance of the workforwhich 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: It, 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 •evoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above - mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip LDING: TYPE'CCO�NST 1-00- f 3 OCC. GRP. .Number al Description fAeZX_A etA- Wtys1 ject Description F Irof_� O Sq. Ft.� Size NeW% No. No. Dw Stories ;" Units Add ❑ Alter ❑ Repair ❑ Estimated Valuation PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS Q Q) Demolition ❑ v AMOUNT —j 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 Certificate of Occupancy City of L'a Quintal Building and Safety Department This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, certifying that, at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: BUILDING ADDRESS; Use Classification: COMMERCIAL GYM Occupancy Group: A-3 Owner of Building: WORLD GYVE 46-760 COMMERCE COURT Type of Construction: . VN Ale - Building Official Bldg. Permit No.: 000.9-117 Land Use Zone: CP Address: 41-651 CORPORATE WAY City: PALM DESERT, CA., 92260 By: DANIEL P. CRAWFORD JR. Date: 12/11 /01 POST IN A CONSPICUOUS PLACE Certificate of Occupancy City of La Quinta Building and Safety Department This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, certifying that, at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: BUILDING ADDRESS: Use -Classification: COMMERCIAL GYM 46-760 COMMERCE COURT Occupancy Group: A-3 Type of Construction: Fully Sprinkled Owner of Building: WORLD GYM 30 DAY TEMPORARY CERTIFICATE ONLY Building Official VN Bldg. Permit No.: 0009-117 Land Use Zone: CP Address: 41-651 CORPORATE WAY City: PALM DESERT, CA., 92260 By: DANIEL P. CRAWFORD JR. Date: 8/20/21 - EXPIRES 9/20/01 MEMORANDUM TO: Daniel P. Crawford, Jr., Building Inspector II r, FROM: Raoul Martinez, Assistant Engineer I DATE: October 2, 2001 RE: World Gym - PM 29351 The developer of the subject project has substantially completed the onsite improvements. The Engineering Department agrees with issuing a permanent Certificate of Occupancy pending clarification of the following items: 1. The handicap access ramp does not appear to meet the minimum width requirements. The curb directly behind the ramp has been removed creating a walking hazard. This should be replaced immediately. 2. A letter stating the area to the north of World Gym has been sealed to prevent any dust mitigation concerns. Information in the letter should provide the sealant type, application method, and concentration. This area was used by Lion Heart Construction, Inc. as a staging area for equipment. cc: Project 29351, File V T:\PWDEPT\STAFF\Martinez\rnemo 01\011002a.wpd 4 MEMORANDUM TO: DANNY CRAWFORD, BUILDING INSPECTOR FROM: CHRISTINE DI IORIO, PLANNING MANAGER 01) DATE: OCTOBER 4, 2001 SUBJECT: SITE INSPECTION OF WORLD GYM The light fixtures proposed adjacent to each man door on the south and east elevation are not in conformance with the Lighting Ordinance in that the light source is visible below the hood. Therefore, staff does not recommend releasing the Certificate of Occupancy until these light fixtures are replaced and meet the City's Lighting Ordinance. ®l gi III 6 g m.mo i +04 a 0 a a) a r r w +��• ��,, � r 1 .3 4) a)Cr 1st floor Facility Layout. For ®rid Gym La Quinta Sales Area ME ITY O - DING & SAFETY DEFT PROVEV� FOR CONSTRUCTION DATE 6 BY etc" L"Y411 O oPFCE MGR/ADMIN i 3 src Treadmills: 16 CrossTrainers: 16 ecu bents: hs pr9 Uprights: 6 Stairclimbers: 5 Stepmills: 2 2nd floor Facility Layout For World Gym La Qulnta 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 2/23/01 No. 21707 Owner NameWorld Gym No. 44-760 Street Commerce Court City La Quinta Tract # Type of Development Comments Lot # Single Family Residence APN # Jurisdiction La Quinta 649-020-016 Permit # Log # Zip 92253 Study Area Square Footage 15500 No. of Units 1 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: Commercial Building EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of .33 X 15,500 or $ 5,115.00 the property listed above and that biulding,; permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued, Fees Paid By CC/Guaranty Federal Bank - Anthony Matranga Telep. e' Name on the check J By Dr. Doris Wilson Superintendent f Fee collected /exempted by Annette Barlow rutt _ (� 0 Signature 4k Payment Received . $5,115.00 Check No. 1769150 40TICE: Pursuant of Assembly Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90-day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to :ollect them on the District('s)(s') behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting -5-r2trE� i LL OF MATER 1 ALS V ULCR=T7 FILE: JOB: d� k/D9`_G YM 9 sI>uultr LIST: 3 ZONE: L. aol 6 -A . CAL / F. C:� FOR VOLCRJIFT SEO.USE MLY .�i:_ 6,eA Y FRKIING: g;� mn� . � :..ems :: ©o� : - - ■o��■ a mn�', � ram■ �� r 1)&Illa 1 a r 1 YMEW a e f t ROW X-BADC71) i LL OFF MATER l ALS -� ,�: �- o2�a � M V U L C R A T r1LE. Y LtSj St141lAitY LIST: :213 ZOrE.-,- R: Or_L_._ LOC.4A Gt ui M rA,, Cr4,LlF, Q FOR VULO T SEQ.:` L:_, USE MLY (,.RAy rROING: s:._.�s re ' 1)I ► ("Ills ] 1 • h 11 m I / EAMM=�j M�■ rr_■� FM . ��rQ■�■mr�r _� �� ■■■r■�r■r■■rr�rrr■■ ■■r■ �■■■r■�r■rrsr■�■N■■r■ �■■ ■r■■r�rr■rr■■rr�tr�t h Jill :1 ■r ■i■■■r rr■r■� ■�rr■r r■■r� ■■■ ■r ■ ■ ow" -�r--_r--i ♦ • RO .:. .: - . . : . , zq�GOW-6, _. - - ■r■i■ir�ar■■■■rr�■■ MrM= r■■■r■r■■ ■■■ram■■ i■r■■■■■ ■■�r■r■■ rr■r■r r■■r■■■■r■■�■■■■■ VULCRAFT BRIDGING & ACCESSORIES BILL OF MATERIAL JOBS�Lt� V �vl ZONE AT /_,q QGlI1?"/}, rL.11�, FILE NO. LIST NO. 3/3 SHT. OF. / PAINT 6elq y REFER TO DRWG IV OF FRAMING SEQUENCE COLOR COD] READ. MARK SIZE SPACE FROMOBOTT. TOOFOP ELEV. LENGTH REMARKS NOTES/REMARKS �' ..x I 2 Z 8-0 3d 3d K oLrE 45 MILS OF PAINT 2 s X" 2 Z Z 8' 0 30 K I © USE DOMESTIC MATER 1 AL �j Z Z ZL ?OK 1/•CALL ❑ XW BOLTED AT INTERSECTION Z 0 j( =p Q 2 L tC{ Q 2 L sY G] 9/ 16" X 1 1/2- SLOTS 0 64 0 38 '7 L N :38 3 -L H I ❑ 1 1/ 16" X 1 1/2- SLOTS 34 0 35'2 L f4 3S 12 L N 1/2" X 1 1/2" BOLTS AND NUTS 2 X7 13 7 =�j 2 L H VC1,4 L. L _ 3/4" X 2" BOLTS AND NUTS 4 X,8 13 38 3 L N KI ALL. ❑ SEE PLAN FOR TC PITCH 2 X'i I = 3512 Li4 W,41 LL 2 X 10 3 e20 42 L M VJod L L 350 - 39 / 1 Z ,BOG TS le Aj u r 5 xl! 13 ' a 1-14 WAL O X(Z 13 F'-o 35"z LY k.,.14t4 dorE� .. rI SIZE (3) = 1 X 1 X .109 (8)= 1 1/4 X 1 1/4 X .109 (13)= 1 1/2 X 1 1/2 X .113 (22)= 1 3/4"X 13/4"X .144 BALANCE TO FOLLOW DRAWN BY R. G, C CHECKED BY " ,4 WL. w PAGE VERCO MANUFACTURING COMPANY 4340 NORTH 42ND AVENUE / PHOENIX, ARIZONA 85019 (602) 272-1347 OF DATE DATE 1- 00 P.O. NO. REO'D CO. NAME ADDRESS CITY/STATE JOB NAME &AW WO�e=D G YM LOCATION L A 04411-1 TA CAL- SHIP TO MATERIAL REQUIREMENTS: TYPE GAGE PTD. G60 G90 SPECIAL COAT. �• .6� R6e�� PLEASE CHECK IF APPLICABLE: FLOOR (FORMLOK) SYSTEM 80 W/SHEARTRANZ ROOF (NON EMBOSSED) VENT TABS UP 8" O.C. NESTABLE (830) LETTER OF CERTIFICATION REVERSED (BR, NR) - MILL TEST REPORT (Extra Charge) ACOUSTICAL W/BATTS U.L. LABEL (Extra Charge) CUSTOMER PHONE PROJECT MANAGER TAXABLE RESALE NO, SIGNATURE: VERCOR VENTLOK F.M. LABEL (Extra Charge) VERCOR PREVENTED SOFTENERS (Extra Charge) VERCOR NON VENTED COVER SHEETS (Extra Charge) I L.A. CITY STAMP SHORT CUTS (Extra Charge) BUNDLE NO. NO. OFBUNDLES O COLOR CODE PIECES REQUIRED LENGTH FEET & INCHES SQUARES ESTIMATE DIE SET (Ex" amoet SPECIAL INSTRUCTIONS 32 2 G = / L 2 s; .6 3 �3 57.o zS C / 21 32-6 o, 47sr 31-'IL 20.16-76 l 1 30;-7 0,5175 3 2 = 0196 VERCO USE ONLY 1 /88� 35-!8 • O T.A. ORDER MATERIAL ADD ON(S) 38!-6 to .Z" l / 7-S 0. 5? c l l 20 t-8 0162 Z Z �4 l• 4Z F.O.B. FRT. MISC. CUSTOMER TOTAL APPROXIMATE SQUARES THIS PAGE: / 30. 2 525 I TOTAL: PAGE ' VERCO MANUFACTURING COMPANY 4340 NORTH 42ND AVENUE / PHOENIX, ARIZONA 85019 (602) 272-1347 OF DATE DATE P.O. NO. REQ'D CO. NAME ADDRESS CITY/STATE JOB NAME AI:CW NOEL D G Y*l LOCATION L .Q QU1147740 CAc-/F SHIP TO MATERIAL REQUIREMENTS: TYPE GAGE PTD. G60 G90 SPECIAL COAT. W.3 co" �8 PLEASE CHECK IF APPLICABLE: FLOOR (FORMLOK) SYSTEM 60 W/SHEARTRANZ ROOF (NON EMBOSSED) VENT TABS UP 6" O.C. NESTABLE (830) LETTER OF CERTIFICATION REVERSED (BR. NR) MILL TEST REPORT (Extra Charge) ACOUSTICAL W/BATTS U.L. LABEL (Extra Charge) CUSTOMER PHONE PROJECT MANAGER TAXABLE C7 RESALE NO. SIGNATURE: VERCOR VENTLOK F.M. LABEL (Extra Charge) VERCOR PREVENTED SOFTENERS (Extra Charge) VERCOR NON VENTED COVER SHEETS (Extra Charge) I L.A. CITY STAMP SHORT CUTS (Extra Charge) BUNDLE NO. NO. OF BUNDLES OR COLOR CODE PIECES REQUIRED LENGTH FEET & INCHES SQUARES ESTIMATE DIE SET (E.cro Gwpe) SPECIAL INSTRUCTIONS L l -6 O. S3 Yo 03-11 5, 74 / 22 2410 ! ,,a4 3 1 4 VERCO USE ONLY T.A. ORDER MATERIAL ADD ON(S) r / z 2 =7 ©. 6.7 7 6 u 20 - 11 0,6775 V l 3 5- 33 1,0975 3 3 ` 7 /• OQ �5 l31L11 O 95 7 5 1 30= 3 0, 90 7✓7 Z 2 IC-6 o, 9 20-6 2, 6 F.O.B. FRT. misc. TOTAL: 2 /60- a o CUSTOMER TOTAL APPROXIMATE SQUARES THIS PAGE: 36, 775 PAGE VERCO MANUFACTURING COMPANY 4340 NORTH 42ND AVENUE / PHOENIX, ARIZONA a -Wig (602) 272-1347 OF 2 DATE P.O. NO. CO. NAME ADDRESS CITY/STATE ` JOB NAME / 49& WAR G yM LOCATION Z Q CAL,/ SHIP TO MATERIAL REQUIREMENTS: TYPE I GAGE PTD. 4 G60 I G90 I SPECIAL COAT PLEASE CHECK IF APPLICABLE: T R (FORMLOK) SYSTEM 60 W/SHEARTRANZ (NON EMBOSSED) VENT TABS UP 6" O.C. BLE (B30) LETTER OF CERTIFICATION CUSTOMER PHONE PROJECT MANAGER TAXABLE Q RESALE NO. SIGNATURE - BUNDLE NO. OF BUNDLES PIECES LENGTH NO. OR COLOR CODE REQUIRED FEET & INCF a 1 3¢ /6 GA. i REVERSED (BR, NR) ACOUSTICAL W/BATTS VERCOR VENTLOK VERCOR PREVENTED VERCOR NON VENTED L.A. CITY STAMP SQUARES ESTIMATE CUSTOMER TOTAL APPROXIMATE SQUARES THIS PAGE: MILL TEST REPORT (Extra Charge) U.L. LABEL (Extra Charge) F.M. LABEL (Extra Charge) SOFTENERS (Extra Charge) COVER SHEETS (Extra Charge) SHORT CUTS (Extra Charge) DIE SPECIAL INSTRUCTIONS SET I VERCO USE ONLY T.A. ORDER — MATERIAL ADD ON(S) F.O.B. FRT. MISC. TOTAL: Jt1�r,JJ t11VHYYJIJ: JVriHGtSU/ 1LtS Jl 9EW WORLD GYM - LA QUINTA, CA BASE LENGTH WORKING LENGTH 46- 7 1/4 46- 3 1/4 i,cu - 'remecula,, CA. DEPTH 30 BC PANLS LE= 5- 0 10 BC PANELS AT 4- 0 TC PANELS LE= 3- 6 END STRUT TILTED FIRST HALF LE= 0- 3 5/8 SPECIAL 1ST COMP FIRST DIAG LE= 5- 3 5/8 DEPTHS LE= 30.000 MULTIPLE LOADING: GRAVITY CENTERLINE= 30.000 EFF DEPTH 28.95 RUN ON 1-24-01 RE= 5- 0 RE= 3- 6 RE= 0- 3 5/8 RE= 5- 3 5/8 RE= 30.000 PT LOAD OF 400 LBS AT PANEL PT 12 23.30'LE 23.30'RE EXTRA SHEAR ADDED TO EACH WEB= 200 UNIFORM TC LOAD- 280 UNIFORM BC LOAD= 0 REACTIONS R1= +6,677.92 R2= +6,677.92 MIN SHR= 1,669.48 TL= 13,355.83 ------------- STRESS ANALYSIS ------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L PP DISTANCE 1 W2 -12,443 0 6,211 14,355 2.239 64.82 0- 2 TILTED END STRUT V1S -11,996 0 718 -846 1.177 34.08 3- 6 2 W3 -11,996 12,684 5,492 -5,736 -1.007 29.17 5- 0 3 W4 -16,796 12,684 4,960 6,702 1.298 37.60 5- 3 5/8 4 W5 -16,796 20,444 4,400 -5,975 -1.298 37.60 7- 3 5/8 5 W6 -23,627 20,444 3,840 5,247 1.298 37.60 9- 3 5/8 6 W7 -23,627 26,346 3,280 -4,520 -1.298 37.60 11- 3 5/8 7 W8 -28,601 26,346 2,720 3,792 1.298 37.60 13- 3 5/8 8 W9 -28,601 30,392 2,160 -3,065 -1.298 37.60 15- 3 5/8 9 W10 -31,718 30,392 1,600 2,338 1.298 37.60 17- 3 5/8 10 W11 -31,718 32,581 1,040 -2,168 -1.298 37.60 19- 3 5/8 11 W12 -32,978 32,581 480 2,168 1.298 37.60 21- 3 5/8 ----- STD VERTICALS ---- 12 SE SQ END 6,677 -6,677 1.000 28.95 13 V1 END PNL 718 -846 1.177 34.08 14 V2 INTERIOR 960 -960 1.000 28.95 MAX TC COMPRESSION= -32,978.95 MAX BC TENSION= 32,581.02 MAX INT TC PANEL LENGTH = 24.00 MAX INT BC PANEL LENGTH = 48.00 bTtll ;bb ANALYJlb: 3UKAzdU/ 12d J1 AW WORLD GYM - LA QUINTA, CA BASE LENGTH WORKING LENGTH 46- 7 1/4 46- 3 1/4 LCD - Temecula, CA. RUN ON 1-24-01 DEPTH 30 BC PANLS LE= 5- 0 10 BC PANELS AT 4- 0 TC PANELS LE= 3- 6 END STRUT TILTED FIRST HALF LE= 0- 3 5/8 SPECIAL 1ST COMP FIRST DIAG LE= 5- 3 5/8 DEPTHS LE= 30.000 I MULTIPLE LOADING: UPLIFT CENTERLINE= 30.000 EFF DEPTH 28.95 RE= 5- 0 RE= 3- 6 RE= 0- 3 5/8 RE= 5- 3 5/8 RE= 30.000 UNIFORM TC LOAD= -40 UNIFORM BC LOAD= 0 NOTE: UNIFORM LOAD IS NET UPLIFT ALL LOADS SHOWN REDUCED BY 250 REACTIONS R1=-694.06 R2= -694.06 MIN SHR= 173.52 TL= -1,388.13 ------------- STRESS ANALYSIS ------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L PP DISTANCE 1 W2 1,290 0 -644 -1,442 2.239 64.82 0- 2 TILTED END STRUT V1S 1,242 0 -77 90 1.177 34.08 3- 6 2 W3 1,242 -1,313 -567 571 -1.007 29.17 5- 0 3 W4 1,736 -1,313 -510 -662 1.298 37.60 5- 3 5/8 4 W5 1,736 -2,109 -450 584 -1.298 37.60 7- 3 5/8 5 W6 2,432 -2,109 -390 -506 1.298 37.60 9- 3 5/8 6 W7 2,432 -2,706 -330 428 -1.298 37.60 11- 3 5/8 7 W8 2,930 -2,706 -270 -350 1.298 37.60 13- 3 5/8 8 W9 2,930 -3,104 -210 272 -1.298 37.60 15- 3 5/8 9 W10 3,228 -3,104 -150 -225 1.298 37.60 17- 3 5/8 10 W11 3,228 -3,303 -90 225 -1.298 37.60 19- 3 5/8 11 W12 3,327 -3,303 -30 -225 1.298 37.60 21- 3 5/8 ----- STD VERTICALS ---- 12 SE SQ END 694 -694 1.000 28.95 13 V1 END PNL -77 90 1.177 34.08 14 V2 INTERIOR -60 60 1.000 28.95 MAX.TC COMPRESSION= 0.00 MAX BC TENSION= 0.00 MAX INT TC PANEL LENGTH = 24.00 MAX INT BC PANEL LENGTH = 48.00 c. 30KA280/128 J1 NEW WORLD GYM — LA QUINTA, CA RUN ON 1-24-01 MULTIPLE ANALYSIS SUMMARY MEM TC TEN TC COM BC TEN BC COM WEB TEN WEB COM 1 1,290 -12,443 0 0 14,355 —1,442 2 1,242 —11,996 12,684 —1,313. 571 —5,736 3 1,736 —16,796 12,684 —1,313 6,702 —662 4 1,736 —16,796 20,444 —2,109 584 —5,975 5 2,432 —23,627 20,444 —2,109 5,247 —506 6 2,432 —23,627 26,346 —2,706 428 —4,520 7 2,930 —28,601 26,346 —2,706 3,792 -350 8 2,930 —28, 601 30,392 —3, 104 272 —3, 065 9 3,228 —31,718 30,392 —3,104 2,338 —225 10 3,228 —31,718 32,581 —3,303 225 —2,168 11 3,327 —32,-978 32,581 —3, 303 2,1618 —225 12 0 0 0 0 0 —6, 677 13 0 0 0 0 90 —846 14 0 0 0 0 60 —960 MAXIMUM UNIFORM LOAD: TOP CHORD= 280 LCD - Temcula, CA. MEMBER SIZES: 30KA280/128 J1 NEW WORLD GYM - LA QUINTA, CA Fy = 50,000.000 BENDING LOAD = 0.000 OUTSIDE DEPTH - 30.000 BC = 23 AREA = 0.5700 y(x) = 0.5550 TC = 26 AREA = 0.6690 Rx = 0.6190 y = 0.5650 Sl = 0.4548 ACTUAL EFF DEPTH = 28.880 CORRECTED LOAD TC= 33,058.892 L/Rx = 38.772 USING L = 24.00 L/Rz = 30.456 USING L = 12.00 Fa = 25,506.9 USING L/R= 38.77 MAX LOAD (FILLERS)= 34,469.59 FILLER PANELS REQD = 6 Fb = 30,000.000 ASSUMED FORCE = 32,978.957 ASSUMED EFF DEPTH= 28.950 Ryy = 1.2250 Rz = 0.3960 Rz = 0.3940 Ryy = 1.2322 Ss = 0.1790 Qs = 0.9787 GAP BETWEEN CHORD= 1.000 BC = 32,660.000 L/Ryy= 29.215 USING L = 36.00 WITH FILLERS K= 1.00 F'e= 99,336.75 Cm= 0.00000 MAX LOAD NO FILLER= 29,988.60 MIN WELD LEN 2X = 0.375 TC (fa/Fa) = 0.96866 USING TC= 26 = 2 X 2 X .175 BC STRESS = 28,649.12302 USING BC= 23 = 2 X 2 X .148 END PANEL CHECK W= 280 END PANEL ALLOWABLE FORCES REDUCED 10 % END PANEL CHECK = LEFT END LENGTH = 40.00 AXIAL LOAD = 12,474.11 AXIAL STRESS fa = 9,322.95 Fa = 12,864.73 F'e = 35,761.23 fb PANEL PT = 9,613.52 fb MID -PANEL = 3,411.70 Cm = 0.921 fa/Fa = 0.724 PANEL PT= 18,936.4 MID PANEL= 0.8856 NO FILLERS L/R=101.52 BOTTOM CHORD L/Rz= 121.212 TC OAL/Ryy = 450.607 MAX BRIDGING CHECK TC= 14.88' BC= 24.50' MOMENT OF INERTIA= 514.3 LL 360= 193.9 LL 240= 290.9 TC TENSION STRESS = 2,493.29 BC COMPRESSION CENTER BC COMPRESSION ACTUAL= 3,311.09 ALLOW= 11,702.6 NO FILLER MAX BC BRDG DIST = 23- 1 3/4 FOR 1/ryy BC COMP CHECK MAX BRDG BC 1/ryy of 200 = 20.42 RUN ON 1-24-01 WEB DESIGN: 30KA280/128 J1 NEW WORLD GYM - LA QUINTA, CA LCD - Temecula, CA. RUN ON 1-24-01 TC= 26 = 2 X 2 X .175 NUMBER SZ QTY ACTUAL T 1 W2 97 1 14,355 2 W3 15 1 571 3 W4 09 1 6,702 4 W5 22 1 584 5 W6 03 1 5,247 6 W7 17 1 428 7 W8 03 1 3,792 8 W9 14 1 272 9 W10 03 1 2,338 10 W11 09 1 225 11 W12 03 1 2,168 12 SE 03 2 B 0 13 V1 03 1 90 14 V2 03 1 60 TOTAL WELD= 172 BC= 23 = 2 X 2 X .148 ------ WEB DESIGN ------ ALLOW T ACTUAL C ALLOW C WELD THK ANGLE NAME 21,417 1,442 2,173 3.0 .325 1" ROD 10,877 5,736 6,124 3.1 .125 1-1/2 X 1-1/2 X .125 9,544 662 2,488 3.4 .133 1-1/4 X 1-1/4 X .133 16,028 5,975 8,931 3.0 .137 2 X 2 X .137 6,241 506 1,041 3.3 .109 1 X 1 X .109 11,968 4,520 4,523 2.3 .138 1-1/2 X 1;1/2 X .138 6,241 350 1,041 2.4 .109 1 X 1 X .109 10,059 3,065 3,853 2.0 .115 1-1/2 X 1-1/2 X .115 6,241 225 1,041 2.0 .109 1 X 1 X .109 9,544 2,168 2,488 2.0 .133 1-1/4 X 1-1/4 X .133 6,241 225 1,041 2.0 .109 1 X 1 X .109 ---- STANDARD VERTICALS ---- 12,483 6,677 7,496 4.2 .109 1 X 1 X .109 5,617 1,011 1,140 2.0 .034 1 X 1 X .109 6,241 1,125 1,757 2.0 .037 1 X 1 X .109 K = 1.00 MIN COMP= 0.00 GUSSET PLATE / ECC CHECK / WELD DATA ***** NOTE :-JOIST IS SYMMETRIC - DATA BELOW MUST BE APPLIED TO BOTH SIDES **** ALL CHECKS O.K. J'lrcr JJ "iNliLYJ1J: lolllL ZoU/ lLb i1L ftW WORLD GYM - LA QUINTA, CA LC:ll - 'Temecula, CA. RUN ON 1-24-01 BASE LENGTH WORKING LENGTH DEPTH EFF DEPTH 28- 2 27-10 18 17.37 BC PANLS LE= 3- 0 6 BC PANELS AT 4- 0 RE= 3- 0 TC PANELS LE= 2- 0 END STRUT TILTED RE= 2- 0 FIRST HALF LE= 1- 1 SPECIAL 1ST COMP RE= 1- 1 FIRST DIAG LE= 4- 1 RE= 4- 1 DEPTHS LE= 18.000 CENTERLINE= 18.000 RE= 18.000 MULTIPLE LOADING: GRAVITY PT LOAD OF 400 LBS AT PANEL PT 13 24.08'LE 4.08'RE EXTRA SHEAR ADDED TO EACH WEB= 200 UNIFORM TC LOAD= 280 UNIFORM BC LOAD= 0 REACTIONS R1= +3,952.95 R2= +4,240.38 MIN SHR= 1,060.09 TL= 8,193.33 ------------- STRESS ANALYSIS ------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L PP DISTANCE 1 W2 -7,235 0 3,696 8,564 2.198 38.18 0- 2 TILTED END STRUT V1S 76,856 0 548 -666 1.215 21.11 2- 0 2 W3 -6,856 9,212 3,147 -4,181 -1.249 21.69 3- 0 3 W4 -12,771 9,212 2,576 4,735 1.705 29.62 4- 1 4 W5 -12,771 15,557 2,016 -3,780 -1.705 29.62 6- 1 5 W6 -17,569 15,557 1,456 2,824 1.705 29.62 8- 1 6 W7 -17,569 18,808 896 -1,869 -1.705 29.62 10- 1 7 W8 -19,272 18,808 336 1,808 1.705 29.62 12- 1 8 W8 -19,272 18,963 -223 1,808 -1.705 29.62 14- 1 9 W7 -17,881 18,963 -783 -1,808 1.705 29.62 16- 1 10 W6 -17,881 16,024 -1,343 2,632 -1.705 29.62 18- 1 11 W5 -13,394 16,024 -1,9.03 -3,588 1.705 29.62 20- 1 12 W4 -13,394 9,989 -2,463 4,543 -1.705 29.62 22- 1 13 W3 -7,418 9,989 -3,435 -4,540 1.249 21.69 24- 1 TILTED END STRUT ViS -7,797 9,989 548 -666 -1.215 21.11 26- 2 14 W2 -7,797 -0 -3,983 9,195 -2.198 38.18 25- 2 ----- STD VERTICALS ---- 15 SE SQ END 4,240 -4,240 1.000 17.37 16 V1 END PNL 548 -666 1.215 21.11 17 V2 INTERIOR 560 -560 1.000 17.37 MAX TC COMPRESSION=-19,272.98 MAX BC TENSION= 18,963.87 MAX INT.TC PANEL LENGTH = 24.00 MAX INT BC PANEL LENGTH = 48.00 J1r"L00 1JIJ: 1011tiL0U/ I z 0 1L REW WORLD GYM - LA QUINTA, CA Liu - 'iemecula, CA. RUN ON 1-24-01 BASE LENGTH WORKING LENGTH DEPTH EFF DEPTH 28- 2 27-10 18 17.37 BC PANLS LE= 3- 0 6 BC PANELS AT 4- 0 RE= 3- 0 TC PANELS LE= 2- 0 END STRUT TILTED RE= 2- 0 FIRST HALF LE= 1- 1 SPECIAL 1ST COMP RE= 'l- 1 FIRST DIAL LE= 4- 1 RE= 4- 1 DEPTHS LE= 18.000 CENTERLINE= 18.000 RE= 18.000 MULTIPLE LOADING: UPLIFT UNIFORM TC LOAD= -40 UNIFORM BC LOAD= 0 NOTE: UNIFORM LOAD IS NET UPLIFT ALL'LOADS SHOWN REDUCED BY 25% REACTIONS R1= -417.50 R2= -417.50 MIN SHR= ------------- STRESS ANALYSIS ------------- NO MEM TC F BC F SHEAR WEB F CSC 1 W2 763 0 -390 -857 2.198 TILTED END STRUT ViS 722 0 -58 71 1.215 2 W3 722 -970 -331 413 -1.249 3 W4 1,343 -970 -270 -460 1.705 4 W5 1,343 -1,633 -210 358 -1.705 5 W6 1,841 -1,633 -150 -255 1.705 6 W7 1,841 -1,965 -90 178 -1.705 7 W8 2,006 -1,965 -30 -178 1.705 8 W8 2,006 -1,965 30 -178 -1.705 9 W7 1,841 -1,965 90 178 1.705 10 W6 1,841 -1,633 150 -255 -1.705 11 W5 1,343 -1,633 210 358 1.705 12 W4 1,343 -970 270 -460 -1.705 13 W3 722 -970 331 413 1.249 TILTED END STRUT 104.38 TL=-835.00 WEB L PP DISTANCE 38.18 0- 2 21.11 21.69 29.62 29.62 29.62 29.62 29.62 29.62 29.62 29.62 29.62 29.62 21.69 V1S 763 -970 -58 71 -1.215 21.11 14 W2 763 0 390 -857 -2.198 38.18 ----- STD VERTICALS ---- 15 SE SQ END 417 -417 1.000 17.37 16 V1 END PNL -58 71 1.215 21.11 17 V2 INTERIOR -60 60 1.000 17.37 MAX TC COMPRESSION= 0.00 MAX BC TENSION= 0.00 MAX INT TC PANEL LENGTH = 24.00 MAX INT BC PANEL LENGTH = 2- 0 3- 0 4- 1 6- 1 8- 1 10- 1 12- 1 14- 1 16- 1 18- 1 20- 1 22- 1 24- 1 26- 2 25- 2 18KA280/128 J2 NEW WORLD GYM - LA QUINTA, CA RUN ON 1-24-01 MULTIPLE ANALYSIS SUMMARY MEM TC TEN TC COM BC TEN BC COM WEB TEN- WEB COM 1 763 -7,235 0 0 8,564 -857 2 722 -6,856 9,212 7970 413 -4,181 3 1,343 -12,771 9,212 -970 4,735 -460 4 1,343 -12,771 15,557 -1,633 358 -3,780 5 1,841 -17,569 15,557 -1,633 2,824 -255 6 1,841 -17,569 18,808 -1,965 178 -1,8.69 7 2,006 -19,272 18,808 -1,965 1,808 -178 8 2,006 -19, 272 18,963 -1,965 1,808 -178 9 1,841 -17,881 18,963 -1,965 178 -1,808 10 1,841 -17, 881 16,024 -1,633 2,632 -255 11 1,343 -13,394 16,024 -1,633 358 -3,588 12 1,343 -13,394 9,989 -970 4,543 -460 13 722 -7,418 9,989 -970 413 -4,540 14 763 -7,797 0 -0 9,195 -857 15 0 0 0 0 0 -4, 240 16 0 0 0 0 71 -666 17 0 0 0 0 60 -560 MAXIMUM UNIFORM LOAD: TOP CHORD= 280 18KA280/128 J2 NEW WORLD GYM - LA QUINTA, CA RUN ON 1-24-01 CONSOLIDATE LEFT & RIGHT MEM TC TEN TC COM BC TEN BC COM WEB TEN WEB COM 1 763 -7,797 0 -0 .9,195 -857 2 722 -7,418 9,989 -970 413 -4,540 3 1,343 -13,394 9,989 -970 4,735 -460 4 1,343 -13,394 16,024 -1,633 358 -3,780 5 1,841 -17,881 16,024 -1,633 2,824 -255 6 1,841 -17,881 18,963 -1,965 178 -1,869 7 2,006 -19, 272 18,963 -1, 965 1,808 -178 8 0 0 0 0 0 -4,240 9 0 0 0 0 71 -666 10 0 0 0 0 60 -560 MAXIMUM UNIFORM LOAD: TOP CHORD= 280 LCD - Temcula, CA. MEMBER SIZES: 18KA280/128 J2 NEW WORLD GYM - LA QUINTA, CA Fy = 50,000.000 BENDING LOAD = 0.000 OUTSIDE DEPTH = 18.000 BC = 16 AREA = 0.3730 y(x) = 0.4230 TC = 18 AREA = 0.4140 Rx 0.4620 y = 0.4280 Sl = 0.2079 ACTUAL EFF DEPTH = 17.149 CORRECTED LOAD TC= 19,521.352 L/Rx = 51.948 USING L = 24.00 L/Rz = 40.677 USING L = 12.00 Fa = 24,044.1 USING L/R= 51.94 MAX LOAD (FILLERS)= 20,107.65 FILLER PANELS REQD = 6 Fb = 30,000.000 ASSUMED FORCE = 19,272.980 ASSUMED EFF DEPTH= 17.370 Ryy = 1.0326 Rz = 0.2960 Rz = 0.2950 Ryy = 1.0373 Ss = 0.0830 Qs = 1.0000 GAP BETWEEN CHORD= 1.000 BC = 19,208.266 L/Ryy= 34.702 USING L = 36.00 WITH FILLERS K= 1.00 F'e= 55,336.61 Cm= 0.00000 MAX LOAD NO FILLER= 15,671.86 MIN WELD LEN 2X = 0.375 TC (fa/Fa) = 0.98055 USING TC= 18 = 1-1/2 X 1-1/2 X .145 BC STRESS = 25,748.34672 USING BC= 16 = 1-1/2 X 1-1/2 X .130 END PANEL CHECK W= 280 END PANEL ALLOWABLE FORCES REDUCED 10 % END PANEL CHECK = LEFT END LENGTH = AXIAL LOAD = 7,898.19 AXIAL STRESS fa = Fa = 18,067.36 F'e = fb PANEL PT = 7,990.63 fb MID -PANEL = Cm = 0.956 fa/Fa = PANEL PT= 17,529.5 MID PANEL= 0.6102 NO FILLERS FIRST PANEL CHECK = AXIAL LOAD = Fa = fb PANEL PT = Cm = PANEL PT= 17,066.2 LEFT END LENGTH = 7,514.60 AXIAL STRESS fa = 18,046.86 F'e = 7,990.64 fb MID -PANEL = 0.928 fa/Fa = MID PANEL= 0.5563 NO FILLERS 22.00 9,538.88 65,855.14 1,986.60 0.527 L/R= 74.57 25.00 9,075.61 50,998.22 1,418.40 0.502 L/R= 84.74 BOTTOM CHORD L/Rz= 162.162 TC OAL/Ryy = 321.964 MAX BRIDGING CHECK TC= 12.53' BC= 20.65' MOMENT OF INERTIA= 115.7 LL 360= 200.5 LL 240= 300.8 TC TENSION STRESS = 2,455.12 BC COMPRESSION CENTER BC COMPRESSION ACTUAL= 1,990.85 ALLOW= 4,278.7 NO FILLER MAX BC BRDG DIST = 20- 4 1/4 FOR 1/ryy BC COMP CHECK MAX BRDG BC 1/ryy of 200 = 17.21 RUN ON 1-24-01 WEB DESIGN: 18KA280/128 J2 NEW WORLD GYM - LA QUINTA, CA LCD - Temecula, CA. RUN ON 1-24-01 TC= 18 = 1-1/2 X 1-1/2 X .145 NUMBER SZ QTY ACTUAL T 1 W2 95 1 9,195 2 W3 08 1 413 3 W4 09 1 4,735 4 W5 09 1 358 5 W6 03 1 2,824 6 W7 08 1 178 7 W8 03 1 1,808 8 SE 03 2 B 0 9 V1 03 1 '71 10 V2 03 1 60 TOTAL WELD= 96 BC' 16 = 1-1/2 X 1-1/2 X .130 ------ WEB DESIGN ------ ALLOW T ACTUAL C ALLOW C WELD THK ANGLE NAME 16,398 857 3,891 2.1 .304 7/8" ROD 8,029 4,540 5,188 2.8 .111 1-1/4 X 1-1/4 X .111 9,544 460 4,244 2.4 .133 1-1/4 X 1-1/4 X .133 9,544 3,780 4,244 2.0 .133 1-1/4 X 1-1/4 X .133 6,241 . 255 1,777 2.0 .109 1 X 1 X .109 8,029 1,869 3,594 2.0 .111 1-1/4 X 1-1/4 X .111 6,241 178 1,777 2.0 .109 1 X 1 X .109 ---- STANDARD VERTICALS ---- 12,483 4,240 10,165 2.7 .109 1 X 1 X .109 5,617 764 2,999 2.0 .025 1 X 1 X .109 6,241 657 4,058 2.0 .022 1 X 1 X .109 K = 1.00 MIN COMP= 0.00 GUSSET PLATE / ECC CHECK / WELD DATA ***** NOTE : JOIST IS SYMMETRIC - DATA BELOW MUST BE APPLIED TO BOTH SIDES **** ALL CHECKS O.K. J1nxJJ HLVt1LYJ15: ju&j--uj2u/buu J3 NEW WORLD GYM - LA QUINTA, CA BASE LENGTH WORKING LENGTH 24- 3 3/4 23-11 3/4 LCD - Temecula, CA. RUN ON 1-24-01 DEPTH 30 BC PANLS LE=` 4- 0 5 BC PANELS AT 4- 0 TC PANELS LE= 2- 6 END STRUT TILTED FIRST HALF LE= 0- 1 7/8 SPECIAL 1ST COMP FIRST DIAG LE= 4- 1 7/8* DEPTHS LE= 30.000 CENTERLINE= 30.000 EFF DEPTH 28.861 RE= 4- 0 RE= 2- 6 RE= 0- 1 7/8 RE= 4- 1 7/8 RE= 30.000 UNIFORM TC LOAD= 1320 UNIFORM BC LOAD= 0 REACTIONS R1= +15,826.25 R2= +15,826.25 MIN SHR= 3,956.56 TL= 31,652.50 ------------- STRESS ANALYSIS ------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L PP DISTANCE 1 W2 -22,770 0 14,286 26,880 1.881 54.30 0- 2 TILTED END STRUT V1S -21,127 0 2,633 -3,103 1.178 34.01 2- 6 2 W3 -21,127 21,884 11,653 -11,677 -1.002 28.92 4- 0 3 W4 -29,568 21,884 9,240 12,017 1.300 37.53 4- 1 7/8 4 W5 -29,568 35,057 6,600 -8,583 -1.300 37.53 6- 1 7/8, 5 W6 -38,350 35,057 3,960 5,150 1.300 37.53 8- 1 7/8 6 W7 -38,350 39,447 1,320 -5,145 -1.300 37.53 10- 1 7/8 ----- STD VERTICALS ---- 7 SE SQ END 15,826 -15,826 1.000 28.86 8 V1 END PNL 2,633 -3,103 1.178 34.01 9 V2 INTERIOR 2,640 -2,640 1.000 28.86 MAX TC COMPRESSION=-38,350.05 MAX BC TENSION= 39,447.72 MAX INT TC PANEL LENGTH = 24.00 MAX INT BC PANEL LENGTH = 48.00 LCD - Temcula, CA. MEMBER SIZES: 30KA1320/800 J3 NEW WORLD GYM - LA QUINTA, CA Fy = 50,000.000 BENDING LOAD = 0.000 OUTSIDE DEPTH = 30.000 BC = 26 AREA = 0.6690 y(x) = 0.5650 TC = 28 AREA = 0.7600 Rx = 0.6160 y = 0.5740 Sl = 0.5017 ACTUAL EFF DEPTH = 28.861 CORRECTED LOAD TC= 38,350.052 L/Rx = 38.961 USING L = 24.00 L/Rz = 30.534 USING L = 12.00 Fa = 25,976.9 USING L/R= 38.96 MAX LOAD (FILLERS)= 39,879.87 FILLER PANELS REQD = 4 Fb = 30,000.000 ASSUMED FORCE =1 38,350.052 ASSUMED EFF DEPTH= 128.861 Ryy = 1.2322 Rz = 0.3940 Rz = 0.3930 Ryy = 1.2379 Ss = 0.2019 Qs = 1.0000 GAP BETWEEN CHORD= 1.000 BC = 39,447.727 L/Ryy= 29.081 USING L = 36.00 WITH FILLERS K 1.00 F'e= 98,376.21 Cm= 0.00000 MAX LOAD NO FILLER= 34,594.56 MIN WELD LEN 2X = .0.375 TC (fa/Fa) = 0.97125 USING TC= 28 = 2 X 2 X .200 BC STRESS = 29,482.60639 USING BC= 26 = 2 X 2 X .175 END PANEL CHECK W= 1320 END PANEL ALLOWABLE FORCES REDUCED 10 % END PANEL CHECK = AXIAL LOAD = Fa = fb PANEL PT = Cm = PANEL PT= 34,405.7 LEFT END LENGTH 22,770.08 AXIAL STRESS fa 22,538.95 F'e 19,425.44 fb MID -PANEL 0.937 fa/Fa MID PANEL= 0.9796 FILLERS BOTTOM CHORD L/Rz= 121.827 TC OAL/Ryy MAX BRIDGING CHECK TC= 14.95' BC= 24.64' MOMENT OF INERTIA= 593.8 LL 360=1,608.9 28.00 14,980.32 72,276.40 7,188.67 0.664 L/R= 45.45 = 232.448 LL 240=2,413.4 RUN ON 1-24-01 WEB DESIGN: 30KA1320/800 J3 NEW WORLD GYM - LA QUINTA, CA LCD - Temecula, CA. RUN ON 1-24-01 TC= 28 = 2 X 2 X .200 BC= 26 = 2 X 2 X .175 WEB DESIGN NUMBER SZ QTY ACTUAL T ALLOW T ACTUAL C ALLOW C WELD THK ANGLE NAME 1 W2 99 1 26,880 27,106 0 4,955 5.3 .346 1 1/8" ROD 2 W3 23 1 0 17,271 11,677 11,678 5.4 :148 2 X 2 X .148 3 W4 25 1 12,017 18,937 .0 10,997 5.0 .163 2 X 2 X .163 4 W5 22 1 0 16,028 8,583 8,939 4.3 .137 2 X 2 X .137 5 W6 03 1 5,150 6,241 0 1,043 3.2 .109 1 X 1 X .109 6 W7 20 1 0 '14,574 5,145 5,483 2.1 .170 1-1/2 X 1-1/2 X .170 ---- STANDARD VERTICALS ----- 7 SE 15 2 B 0 21,755 15,826 16,431 8.6 .124 1-1/2 X 1-1/2 X .125 8 V1 14 1 0 9,053 3,295 4,157 2.0 .110 1-1/2 X 1-1/2 X .115 9 V2 08 1 0 8,029 2,831 3,572 2.0 .095 1-1/4 X 1-1/4 X .111 TOTAL WELD= 140 K = 1.00 MIN COMP= 0.00 GUSSET PLATE / ECC CHECK / WELD DATA ***** NOTE : JOIST IS SYMMETRIC - DATA BELOW MUST BE APPLIED TO BOTH SIDES **** ALL CHECKS O.K. .Jlixr-Do t]LVA1.i1J1.7: JVllt]IJGU/ OVV U'1 LI.L - lC1llCUU1G, k t . 1,U04 U1V 1-L11 U1 NEW WORLD GYM - LA QUINTA, CA BASE LENGTH WORKING LENGTH DEPTH EFF DEPTH 16- 0 1/2 15- 8 1/2 30 28.95 BC PANLS LE= 4- 0 3 BC PANELS AT.4- 0 RE= 4- 0 TC PANELS LE= 2- 1 1/8 END STRUT TILTED RE= 2- 1 1/8 FIRST HALF LE= 0- 0 1/4 SPECIAL 1ST COMP RE= 0- 0 1/4 FIRST DIAG LE= 4- 0 1/4 RE= 4- 0 1/4 DEPTHS LE= 30.000 CENTERLINE= 30.000 RE= 30.000 UNIFORM TC LOAD= 1320 UNIFORM BC LOAD= 0 REACTIONS R1= +10,367.50 R2= +10,367.50 MIN SHR= 2,591.88 TL= 20,735.00 ------------- STRESS ANALYSIS ------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L PP DISTANCE 1 W2-14,452 0 9,095 17,076 1.877 54.35 0- 2 TILTED END STRUT V1S-12,442 0 2,543 -3,242 1.274 36.89 2- 1 1/8 2 W3-12,442 12,499 6,551 -6,552 -1.000 28.95 4- 0 3 W4-15,781 12,499 3,959 5,143 1.298 37.60 4- 0 1/4 4 W5-15,781 16,876 1,319 -3,366 -1.298 37.60 6- 0 1/4 5 W5-15,781 16,876 -1,320 -3,366 1.298 37.60 8- 0 1/4 6 W4-15,781 12,499 -3,960 5,143 -1.298 37.60 10- 0 1/4 7 W3-12,442 12.,499 -6,551 -6,552 1.000 28.95 12- 0 1/4 TILTED END STRUT V1S-14,452 12,499 2,543 -3,242 -1.274 36.89 13-11 3/8 8 W2-14,452 -0 -9,095 17,076 -1.877 54.35 12- 0 1/2 ----- STD VERTICALS ---- 9 SE SQ END 10,367 -10,.367 1.000 28.95 10 V1 END PNL 2,543 -3,242 1.274 36.89 11 V2 INTERIOR 2,640 -2,640 1.000 28.95 MAX TC COMPRESSION= -15,781.98 MAX BC TENSION= 16,876.28 MAX INT TC PANEL LENGTH = 24.00 MAX INT BC PANEL LENGTH = 48.00 30KA1320/800 J4 NEW WORLD GYM - LA QUINTA, CA RUN ON 1-24-01 CONSOLIDATE LEFT & RIGHT MEM TC TEN TC COM BC TEN BC COM WEB TEN WEB COM 1 0 -14,452 0 -0 17,076 0 2 0 -12,442 12,499 0 0 -6,552 3 0 -15,781 12,499 0 5,143 0 4 0 -15,781 16,876 0 0 -3,366 5 0 0 0 0 0 -10,367 6 0 0 0 0 0 -3,242 7 0 0 0 0 0 -2, 640 MAXIMUM UNIFORM LOAD: TOP CHORD= 1320 LCD - Temcula, CA. MEMBER SIZES: 30KA1320/800 J4 NEW WORLD GYM - LA QUINTA, CA Fy = 50,000.000 BENDING LOAD = 0.000 OUTSIDE DEPTH = 30.000 BC = 16 AREA = 0.3730 y(x) = 0.4230 TC = 22 AREA = 0.5290 Rx = 0.6240 y = 0.5510 S1 = 0.3738 ACTUAL EFF DEPTH = 29.026 CORRECTED LOAD TC= 15,740.661 L/Rx = 38.461 USING L = 24.00 L/Rz = 30.226 USING L = 12.00 Fa = 23,171.0 USING L/R= 38.46 MAX LOAD (FILLERS)= 24,760.15 NO INTERIOR FILLERS REQUIRED RUN ON 1-24-01 Fb = 30,000.000 ASSUMED FORCE = 15,781.984 ASSUMED EFF DEPTH 28.950 Ryy = 1.0326 Rz = 0.2960 Rz = 0.3970 Ryy = 1.2222 Ss = 0.1421 Qs = 0.8785 GAP BETWEEN CHORD= 1.000 BC = 16,832.096 L/Ryy= 29.452 USING L = 36.00 WITH FILLERS K= 1.00 F'e= 100,948.03 Cm= 0.00000 MAX LOAD NO FILLER= 21,854.67 TC (fa/Fa) = 0.64208 USING TC= 22 = 2 X 2 X .137 BC STRESS = 22,563.13224 USING BC= 16 = 1-1/2 X 1-1/2 X .130 END PANEL CHECK W= 1320 END PANEL ALLOWABLE FORCES REDUCED 10 % END PANEL CHECK = LEFT END LENGTH = 23.13 AXIAL LOAD = 14,414.61 AXIAL STRESS fa = 13,624.40 Fa = 20,991.96 F'e = 108,731.86 fb PANEL PT = 21,685.95 fb MID -PANEL = 6,142.80 Cm = 0.962 fa/Fa = 0.649 PANEL PT= 35,310.3 MID PANEL= 0.9339 FILLERS L/R= 37.05 BOTTOM CHORD L/Rz= 162.162 TC OAL/Ryy 154.217 MAX BRIDGING CHECK TC= 14.76' BC= 20.65' MOMENT OF INERTIA= 369.1 LL 360=3,558.2 LL 240=5,337.4 rl WEB DESIGN: 30KA13201800 J4 NEW WORLD GYM - LA QUINTA, CA LCD - Temecula, CA. RUN ON 1-24-01 TC= 22 = 2 X 2 X .137 BC= 16 = 1-1/2 X 1-1/2 X .130 WEB DESIGN NUMBER SZ QTY ACTUAL T ALLOW T ACTUAL.0 ALLOW C WELD THK ANGLE NAME 1 W2 96 1 17,076 18,824 0 2,322 3.7 .314 15/16" ROD 2 W3 17 1 0 11,968 6,552 6,781 3.2 .138 1-1/2 X 1-1/2 X .138 3 W4 09 1 5,143 9,544 0 2,419 2.7 .133 1-1/4 X 1-1/4 X .133 4 W5 14 1 0 10,059 3,366 3,747 2.0 .115 1-1/2 X 1-1/2 X .115 ---- STANDARD VERTICALS ---- 5 SE 0812 B 0 16,059 10,367 11,246 6.3 .111 1-1/4 X 1-1/4 X .111 6 V1 14 1 0 9,053 3,320 3,503 2.0 .111 1-1/2 X 1-1/2 X .115 7 V2 08 1 0 8,029 2,718 3,4.62 2.0 .091 1-1/4 X 1-1/4 X .111 TOTAL WELD= 68 K = 1.00 MIN COMP= 0.00 GUSSET PLATE / ECC CHECK / WELD DATA ***** NOTE : JOIST IS SYMMETRIC - DATA BELOW MUST BE APPLIED TO BOTH SIDES **** ALL CHECKS O.K. J1't�rJJJ t1114tiL1JlJ: 1)Uru-�1JL.U/ ODU UJ U1ct, l ti. nUiV ULV 1-[.11-vi NEW WbRLD GYM - LA QUINTA, CA BASE LENGTH WORKING LENGTH DEPTH EFF DEPTH 7- 7 3/8 7- 3 3/8 30 29.026 BC PANLS LE- 2- 9 5/8 1 BC PANELS AT 4- 0 RE= 2- 9 5/8 TC PANELS LE= 1-11 7/8 END STRUT TILTED RE= 1-11 7/8 FIRST HALF LE= 1- 0 SPECIAL 1ST COMP RE= 1- 0 FIRST DIAG LE= 3- 9 5/8 RE= 3- 9 5/8 DEPTHS LE= 30.000 CENTERLINE= 30.000 RE= 30.000 UNIFORM TC LOAD= 1320 UNIFORM BC LOAD= 0 REACTIONS R1= +4,805.62 R2= +4,805.63 MIN SHR= 1,201.41 TL= 9,611.25 ------------- STRESS ANALYSIS ------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L PP DISTANCE 1 W2 -3,934 0 3,604 5,335 1.480 42.97 0- 2 TILTED END STRUT V1S -3,119 0 2,402 -2,537 1.055 30.64 1-11 7/8 2 W3 -3,119 3,616 1,201 -1,300 -1.082 31.40 2-.9 5/8 3 W3 -3,119 3,616 -1,201 -1,300 1.082 31.40 3- 9 5/8 TILTED END STRUT V1S -3,934 3,616 2,402 -2,537 -1.055 30.64 5- 7 1/2 4 W2 -3,934 -0 -3,604 5,335 -1.480 42.97 4- 9 5/8 ----- STD VERTICALS ---- 5 SE SQ END 4,805 -4,805 1.00V 29.02 6 Vl END PNL 2,402 -2,537 1.055 30.64 7 V2 INTERIOR 0 0 0.000 0.00 MAX TC COMPRESSION= -3,934.70 MAX BC TENSION= 3,616.51 MAX INT TC PANEL LENGTH = 21.84 MAX INT BC PANEL LENGTH = 33.84 30KA1320/800 J5 NEW WORLD GYM - LA QUINTA, CA ------- CONSOLIDATE LEFT & RIGHT -------- MEM TC TEN TC COM BC TEN BC COM WEB TEN "WEB COM 1 0 -3, 934 0 -0 5,335 0' 2 0 -3,119 3,616 0 0 -1,300 3 0 0 0 0 0. -4, 805 4 0 0 0 0 0 -2,-537 5 0 0 0 0 0 0 MAXIMUM UNIFORM LOAD: TOP CHORD= 1320 RUN ON 1-24-01 LCD - Temcula, CA. MEMBER SIZES: 30KA1320/800 J5 NEW WORLD GYM - LA QUINTA, CA Fy = 50,000.000 BENDING LOAD = 0.000 OUTSIDE DEPTH = 30.000 BC = 16 AREA = 0.3730 y(x) = 0.4230 TC = 22 AREA = 0.5290 Rx = 0.6240 y = 0.5510 Sl = 0.3738 ACTUAL EFF DEPTH = 29.026 CORRECTED LOAD TC= 3,119.823 L/Rx = 35.005 USING L = 21.84 L/Rz = 27.510 USING L = 10.92 Fa = 23,544.3 USING L/R= 35.00 MAX LOAD (FILLERS)= '25,159.03 NO INTERIOR FILLERS REQUIRED Fb = 30,000.000 ASSUMED FORCE = 3,119.823 ASSUMED EFF DEPTH= 29.026 Ryy = 1.0326 Rz = 0.2960 Rz = 0.3970 Ryy = 1.2222 Ss = 0.1421 Qs = 0.8785 GAP BETWEEN CHORD= 1.000 BC = 3,616.511 L/Ryy= 29.452 USING L = 36.00 WITH FILLERS K= 1.00 F'e= 121,863.01 Cm= 0.00000 MAX LOAD NO FILLER= 22,629.10 TC (fa/Fa) = 0.12524 USING TC= 22 = 2 X 2 X .137 BC STRESS = 4,847.8702 USING BC= 16 = 1-1/2 X 1-1/2 X .130 END PANEL CHECK W= 1320 END PANEL ALLOWABLE FORCES REDUCED 10 % END PANEL CHECK = LEFT END LENGTH _ 21.84 AXIAL LOAD = 3,934.70 AXIAL STRESS fa = 3,719.00 Fa = 19,059.07 F'e = 121,861.33 fb PANEL PT = 19,076.97 fb MID -PANEL = 5,521.99 Cm = 0.990 fa/Fa = 0.195 PANEL PT= 22,795.9 MID PANEL= 0.4330 NO FILLERS L/R= 55.02 BOTTOM CHORD L/Rz= 114.336 TC OAL/Ryy = 71.484 MAX BRIDGING CHECK TC= 14.76' BC= 20.65' MOMENT OF INERTIA= 369.1 LL 360=#,###.# LL 240=#,###.# RUN ON 1-24-01 WEB DESIGN: 30KA1320/800 J5 NEW WORLD GYM - LA QUINTA, CA LCD - Temecula, CA. RUN ON 1-24-01 TC= 22 = 2 X 2 X .137 BC= 16 = 1-1/2 X 1-1/2 X .130 WEB DESIGN NUMBER SZ QTY ACTUAL T ALLOW T ACTUAL C ALLOW C WELD THK ANGLE NAME 1 W2 95 1 5,335 16,398 0 2,819 2.0 .130 7/8" ROD 2 W3 03 1 0 6,241 1,300 1,451 2.0 .109 1 X 1 X .109 ---- STANDARD VERTICALS ---- 3 SE 03 2 B 0 12,483 4,805 7,373 3.0 .109 1 X 1 X .109 4 V1 08 1 0 7,226 2,552 2,780 2.0 .085 1-1/4 X 1-1/4 X .111 TOTAL WELD= 24 K = 1.00 MIN COMP= 0.00 GUSSET PLATE / ECC CHECK / WELD DATA ***** NOTE : JOIST IS SYMMETRIC - DATA BELOW MUST,BE APPLIED TO BOTH SIDES **** ALL CHECKS O.K. Jlt�LJJ riiviiLlJ1J: JUt�ti1JLV/dUU jn Liu - Temecula, CA. RUN ON 1-24-01 NEW WORLD GYM - LA QUINTA, CA BASE LENGTH WORKING LENGTH DEPTH EFF DEPTH 6- 6 1/4 6- 2 1/4 30 29.026 BC PANLS LE= 2- 3 1/8 1 BC PANELS AT 4- 0 RE= 2- 3 1/8 TC PANELS LE= 1- 8 1/2 END STRUT TILTED RE= 1- 8 1/2 FIRST HALF LE= 1- 0 SPECIAL 1ST COMP RE= 1- 0 FIRST DRAG LE= 3- 3 1/8 RE= 3- 3 1/8 DEPTHS LE= 30.000 CENTERLINE= 30.000 RE= 30.000 UNIFORM TC LOAD= 1320 UNIFORM BC LOAD= 0 REACTIONS R1= +4,083.75 R2= +4,083.75 MIN SHR= 1,020.94 TL= 8,167.50 ------------- STRESS ANALYSIS ------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L PP DISTANCE 1 W2 -2,651 0 3,062 4,050 1.322 38.38 0- 2 TILTED END STRUT ViS -2,189 0 2,041 -2,093 1.025 29.75 1- 8 1/2 2 W3 -2,189 2,611 1,020 -1,104 -1.082 31.40 2- 3 1/8 3 W3 -2,189 2,611 -1,020 -1,104 1.082 31.40 3- 3 1/8 TILTED END STRUT ViS -2,651 2,611 2,041 -2,093 -1.025 29.75 4- 9 5/8 4 W2 -2,651 0 -3,062 4,050 -1.322 38.38 4- 3 1/8 ----- STD VERTICALS --=- 5 SE SQ END 4,083 -4,083 1.000 29.02 6 V1 END PNL 2,041 -2,093 1.025 29.75 7 V2 INTERIOR 0 0 0.000 0.00 MAX TC COMPRESSION= -2,651.18 MAX BC TENSION= 2,611.61 MAX INT TC PANEL LENGTH = 18.56 MAX INT BC PANEL LENGTH = 30.56 30KA1320/800 J6 NEW WORLD GYM —'LA QUINTA, CA ------- CONSOLIDATE LEFT & RIGHT -------- MEM TC TEN' TC COM BC TEN BC COM WEB TEN WEB COM 1 0 —2, 651 0 0 4,050 0 2 0 —2,189 2,611 0 0 —1,104 3 0 0 0 0 0 —4, 083 4 0 0 0 0 0 —2,093 5 .0 0 0 0 0 0 MAXIMUM UNIFORM LOAD: TOP CHORD= 1320 a m RUN ON 1-24-01 LCD - Temcula, CA. MEMBER SIZES: 30KA1320/800 J6 NEW WORLD GYM - LA QUINTA, CA Fy = 50,000.000 BENDING LOAD = 0.000 OUTSIDE DEPTH = 30.000 BC = 16 AREA = 0.3730 y(x) = 0.4230 TC = 22 AREA = 0.5290 Rx = 0.6240 y = 0.5510 S1 = 0.3738 ACTUAL EFF DEPTH = 29.026 CORRECTED LOAD TC= 2,189.532 L/Rx = 29.748 USING L = 18.56 L/Rz = 23.378 USING.L = 9.28 Fa = 24,082.1 USING L/R= 29.74 MAX LOAD (FILLERS)= 25,733.73 NO INTERIOR FILLERS REQUIRED Fb = 30,000.000 ASSUMED FORCE = 2,189.532 ASSUMED EFF DEPTH= 29.026 Ryy = 1.0326 Rz = 0.2960 Rz = 0.3970 Ryy = 1.2222 Ss = 0.1421 Qs = 0.8785 GAP BETWEEN CHORD= 1.000 BC = 2,611.610 L/Ryy= 2.9.452 USING L = 36.00 WITH FILLERS K= 1.00 F'e= 168,745.95 Cm= 0.00000 MAX LOAD NO FILLER= 23,736.86 TC (fa/Fa) = 0.08593 USING TC= 22 = 2 X 2 X .137 BC STRESS = 3,500.81850 USING BC= 16 = 1-1/2 X 1-1/2 X .130 END PANEL CHECK W= 1320 END PANEL ALLOWABLE FORCES REDUCED 10 % END PANEL CHECK = LEFT END LENGTH = 18.56 AXIAL LOAD = 2,651.18 AXIAL STRESS fa = 2,505.84 Fa = 19,992.20 F'e = 168,751.40 fb PANEL PT = 13,013.02 fb MID -PANEL = 4,103.56 Cm = 0.995 fa/Fa = 0.125 PANEL PT= 15,518.8 MID PANEL= 0.3001 NO FILLERS L/R= 46.75 BOTTOM CHORD L/Rz= 103.251 TC OAL/Ryy MAX BRIDGING CHECK TC= 14.76' BC= 20.65' MOMENT OF INERTIA= 369.1 LL 360=#,###.# = 60.746 LL 240=#,###.# RUN ON 1-24-01 WEB;DESIGN: 30KA1320/800 J6 NEW WORLD GYM - LA QUINTA, CA LCD - Temecula, CA. RUN ON 1-24-01 TC= 22 = 2 X 2 X .137 BC= 16 = 1-1/2 X 1-1/2 X .130 WEB DESIGN NUMBER SZ QTY ACTUAL T ALLOW T ACTUAL C ALLOW C WELD THK ANGLE NAME 1 W2 95 1 4,050 16,398 0 3,532 2.0 .130 7/8" ROD 2 W3, 03 1- 0 6,241 1,104 1,451 2.0 .109 1 X 1 X .109 ---- STANDARD VERTICALS ---- 3 SE 03 2 B 0 12,483 4,083 7,373 2.6 .109 1 X 1 X .109 4 V1 08 1 0 7,226 2,104 2,949 2.0 .070 1-1/4 X 1-1/4 X .111 TOTAL WELD= 24 K = 1.00 MIN COMP= 0.00 GUSSET PLATE / ECC CHECK / WELD DATA ***** NOTE : JOIST IS SYMMETRIC - DATA BELOW MUST BE APPLIED TO BOTH SIDES **** ALL CHECKS O.K. STRESS ANALYSIS: 42LH280/128 T1 NEW WORLD GYM - LA QUINTA, CA LCD - Temecula, CA. RUN ON 1-24-01 BASE LENGTH WORKING LENGTH 78- 1 3/4 77- 9 3/4 DEPTH EFF DEPTH 42 40.53 BC PANLS LE= 7- 0 10 BC PANELS AT 7- 0 RE= 7- 0 TC PANELS LE= 3- 6 END STRUT TILTED RE= 3- 6 FIRST HALF LE= 0-10 3/4 SPECIAL 1ST COMP RE= 0- 3 FIRST DIAG LE= 7-10 3/4 RE= 7- 3 DEPTHS LE= 32.150 RIDGE LINE= 42.000 RE= 32.310 PITCH 0.2500":1'-0 RIDGE LINE AT 39- 4 3/4 PITCH -0.2500'1:1'-0 MULTIPLE LOADING: UPLIFT UNIFORM TC LOAD= -40 UNIFORM BC LOAD= 0 NOTE: UNIFORM LOAD IS NET UPLIFT ALL LOADS SHOWN REDUCED BY 25% REACTIONS R1=-1,167.19 R2=-1,167.19 MIN SHR= ------------- STRESS ANALYSIS ------------- NO MEM TC F BC F SHEAR WEB F CSC 1 W2 2,825 0 -1,117 -3,016 2.850 TILTED END STRUT 291.80 TL=-2,334.38 WEB L PP DISTANCE 87.56 G- .2 V1S 2,675 0 -112 187 1.664 52.53 2 W3 2,675 -2,985 -1,001 995 -1.052 34.37 3 W4 4,014 -2,985 -882 -1,302 1.629 53.20 4 W5 4,014 -4,861 -777 1,095 -1.578 54.29 5 W6 5,542 -4,861 -672 -879 1.578 54.29 6 W7 5,542 -6,067 -567 693 -1.532 55.41 7 W8 6,450 -6,067 -462 -503 1.532 55.41 8 W9 6,450 -6,696 -357 435 -1.492 56.57 9 W10 6,820 -6,696 -252 -435 1.492 56.57 10 W11 6,820 -6,825 -147 425 -1.456 57.76 11 W12 6,723 -6,825 -42 425 1.456 57.76 RIDGE LINE AT VERTICAL - FORCE IN VERTICAL = -175.08734527922 12 W12 6,723 -6,804 62 425 -1.456 57.76 13 Wll 6,778 -6,804 167 425 1.456 57.76 14 W10 6,778 -6,631 272 -435 -1.492 56.57 15 W9 6,362 -6,631 377 435 1.492 56.57 16 W8 6,362 -5, 954 482 -535 �-1. 532 55.41 17 W7 5,404 -5,954 587 727 1.532 55.41 18 W6 5,404 -4,695 692 -914 -1.578 54.29 19 W5 3,820 -4,695 797 1,132 1.578 54.29 20 W4 3,820 -2,761 902 -1,340 -1.629 53.20 21 W3 2,674 -2,761 1,010 959 1.004 32.79 TILTED END STRUT V1S 2,811 -2,761 -103 171 -1.659 52.63 22 W2 2,811 -0 1,117 -3,003 -2.837 87.62 ----- STD VERTICALS ---- 23 SE SQ END 1,167 -1,167 1.000 30.88 24 V1 END PNL -115 187 1.664 52.63 25 V2 INTERIOR -105 105 1.000 40.53 MAX TC COMPRESSION= 0.00 MAX BC TENSION= 0.00 MAX INT TC PANEL LENGTH = 42.00 MAX INT BC PANEL LENGTH = 3- 6 7- 0 7-10 3/4 11- 4 3/4 14-10 3/4 18- 4 3/4 21-10 3/4 25- 4 3/4 28-10 3/4 32- 4 3/4 35-10 3/4 39- 4 3/4 42-10 3/4 46- 4 3/4 49-10 3/4 53- 4 3/4 56-10 3/4 60- 4 3/4 63-10 3/4 67- 4 3/4 70-10 3/4 74- 7 3/4 71- 1 3/4 42LH280/128 T1 NEW WORLD GYM - LA QUINTA, CA MULTIPLE ANALYSIS SUMMARY MEM TC TEN TC COM BC TEN BC COM WEB TEN WEB COM 1 2,825 -27,373 0 0 30,365 -3,016 2 2, 675- -25, 971 28,994 -2, 985 995 -10, 107 3 4,014 -39,064 28,994 -2,985 13,396 -1,302 4 4,014 -39,064 47,409 -4,861 1,095 -11,429 5 5,542 -54,192 47,409 -4,861 9,385 -879 6 5,542 -54,192 59,487 -6,067 693 -7,614 7 6,450 -63,444 59,487 -6,067 5,816 -503 8 6,450 -63,444 66,106 -6,696 435 -4,215 9 6,820 -67, 614 66,106 -6, 696 4,'215 -435 10 6,820 -67, 614 67,989 -6, 825 425 -4,113 11 6,723 -67,361 67,989 -6,825 425 -4,113 12 6,723 -67,361 67,791 -6,804 425 -4,113 13 6,778 -67,208 67,791 -6,804 425 -4,113 14 6,778 -67,208 65,483 -6,631 4,215 -435 15 6,362 -62,593 65,483 -6,631 435 -4,507 16 6,362 -62, 593 58,398 -5, 954 6,131 -535 17 5,404 -52,853 58,398 -5,954 727 -7,944 18 5,404 -52,853 45,807 -4,695 9,725 -914 19 3,820 -37,185 45,807 -4,695 1,132 -11,786 20 3,820 -37,185 26,824 -2,761 13,765 -1,340 21 2,674 -25,976 26,824 -2,761 959 -9,738 22 2,811 -27,254 0 -0 30,251 -3,003 23 0 0 0 0 0 -11,297 24 0 0 0 0 1*87 -1, 752 25 0 0 0 0 1,026 -1, 780 MAXIMUM UNIFORM LOAD: TOP CHORD= 280 RUN ON 1-24-01 LCD - Temcula, CA. MEMBER SIZES: 42LH280/128 T1 NEW WORLD GYM - LA QUINTA, CA Fy = 50,000.000 Fb = 30,000.000 BENDING LOAD = 280.000 ASSUMED FORCE = 67,614.606 OUTSIDE DEPTH = 42.000 ASSUMED EFF DEPTH= 40.530 BC = 39 AREA = 1.1880 y(x) = 0.7170 Ryy = 1.4397 Rz = 0.4910 TC = 43 AREA = 1.4380 Rx = 0.9300 Rz = 0.5920 Ryy = 1.6328 y = 0.8420 S1 = 1.4774 Ss = 0.5764 Qs = 0.9607 ACTUAL EFF DEPTH = 40.441 GAP BETWEEN CHORD= 1.000 CORRECTED LOAD TC= 67,763.408 BC = 68,139.254 L/Rx = 33.870 USING L = 42.00 L/Ryy= 22.047 USING L = 36.00 L/Rz = 35.472 USING L = 21.00 WITH FILLERS K= 0.75 Fa = 25,500.7 USING L/R= 35.47 F'e= 130,165.51 Cm= 0.92759 MID PANEL MOMENT = 1,715.000 PANEL POINT MOM = 3,430.000 MID PANEL fb = 580.397 PANEL POINT fb = 2,975.056 fa/Fa = 0.923 BENDING RATIO = 0.022 MAX LOAD (FILLERS)= 72,384.30 MAX LOAD NO FILLER= 65,501.06 FILLER PANELS REQD = 6 MIN WELD LEN 2X = 0.730 TOP CHORD mp= 0.94676 USING TC= 43 = 3 X 3 X .250 pp= 26,536.74210 BC STRESS = 28,678.13729 USING BC= 39 = 2-1/2 X 2-1/2 X .250 END PANEL CHECK W= 280 END PANEL CHECK = LEFT END LENGTH = 40.00 AXIAL LOAD = 27,433.43 AXIAL STRESS fa = 9,538.74 Fa = 20,776.61 F'e = 80,722.95 fb PANEL PT = 4,606.66 fb MID -PANEL = 808.46 Cm - 0.964 fa/Fa = 0.459 PANEL PT= 14,145.4 MID PANEL= 0.4897 NO FILLERS L/R= 67.56 FIRST PANEL CHECK = LEFT END LENGTH = 52.75 AXIAL LOAD = 26,029.15 AXIAL STRESS fa = 9,050.47 Fa = 16,817.52 F'e = 46,416.47 fb PANEL PT = 4,606.66 fb MID -PANEL = 1,065.28 Cm = 0.922 fa/Fa = 0.538 PANEL PT= 13,657.1 MID PANEL= 0.5804 NO FILLERS L/R= 89.10 END PANEL CHECK = RIGHT END LENGTH = 40.00 AXIAL LOAD = 27,314.27 AXIAL STRESS fa = 9,497.31 Fa = 20,776.61 F'e = 80,722.95 fb PANEL PT = 3,792.55 fb MID -PANEL = 926.08 Cm = 0.964 fa/Fa = 0.457 PANEL PT= 13,289.8 MID PANEL= 0.4922 NO FILLERS L/R= 67.56 FIRST PANEL CHECK = RIGHT END LENGTH = 45.00 AXIAL LOAD = 26,034.16 AXIAL STRESS fa = 9,052.21 Fa = 19,299.16 F'e = 63,781.10 fb PANEL PT = 3,792.55 fb MID -PANEL = 653.58 Cm = 0.943 fa/Fa = 0.469 PANEL PT= 12,844.7 MID PANEL= 0.4939 NO FILLERS L/R= 76.01 RUN ON 1-24-01 BOTTOM CHORD L/Rz= 171.079 TC OAL/Ryy = 571.868 MAX BRIDGING CHECK TC= 23.13' BC= 28.79' MOMENT OF INERTIA= 2,131..8 LL 360= 169.0 LL 240= 253.5 TC TENSION STRESS = 2,376.73 BC COMPRESSION CENTER BC COMPRESSION ACTUAL= 6,840.09 ALLOW= 12,244.0 NO FILLER MAX BC BRDG DIST = 27- 3 7/8 FOR 1/ryy BC COMP CHECK MAX BRDG BC 1/ryy of 200 = 24 WEB DESIGN: 42LH280/128 T1 NEW WORLD GYM - LA QUINTA, CA TC= 43 = 3 X 3 X .250 NUMBER SZ QTY ACTUAL T 1 W2 27 2 B 30,365 2 W3 28 1 995 3 W4 20 1 13,396 4 W5 15 2 B 1,095 5 W6 15 1 9,385 6 W7 23 1 693 7 W8 14 1 5,816 8 W9 22 1 435 9 W10 14 1 4,215 10 W11 22 1 425 11 W12 22 1 425 12 W12 22 1 425 13 W11 22 1 425 14 W10 14 1 4,215 15 W9 22 1 435 16 W8 14 1 6,131 17 W7 25 1 727 18 W6 15 1 9,725 19 W5 15 2 B 1,132 20 W4 23 1 13,765 21 W3 26 1 959 22 W2 27 2 B 30,251 23 SE 08 2 B 0 24 V1 14 1 187 25 V2 08 1 1,026 TOTAL WELD= 262 LCD - Temecula, CA. RUN ON 1-24-01 BC= 39 = 2-1/2 X 2-1/2 X .250 ------ WEB DESIGN ------ ALLOW T ACTUAL C ALLOW C WELD THK ANGLE NAME 43,207 3,016 17,416 11.0 .187 2 X 2 X .187 23,028 10,107 10,388 3.7 .187 2 X 2 X .200 14,574 1,302 3,938 5.4 .170 1-1/2 X 1-1/2 X .170 21,755 11,429 11,816 6.2 .125 1-1/2 X 1-1/2 X .125 10,877 879 2,861 5.1 .125 1-1/2 X 1-1/2 X .125 17,271 7,614 7,694 3.5 .148 2 X 2 X .148 10,059 503 2,556 3.5 .115 1-1/2 X 1-1/2 X .115 16,028 4,215 6,883 2.1 .137 2 X 2 X .137 10,059 435 2,453 2.5 .115 1-1/2 X 1-1/2 X .115 16,028 4,113 6,652 2.1 .137 2 X 2 X .137 16,028 4,113 6,652 2.1 .137 2 X 2 X .137 16,028 4,113 6,652 2.1 .137 2 X 2 X .137 16,028 4,113 6,652 2.1 .137 2 X 2 X .137 10,059 435 2,453 2.5 .115 1-1/2 X 1-1/2 X .115 16,028 4,507 6,883 2.3 .137 2 X 2 X .137 10,059 535 2,556 3.6 .115 1-1/2 X 1-1/2 X .115 18,937 7,944 8,463 3.3 .163 2 X 2 X .163 10,877 914 2,861 5.3 .125 1-1/2 X 1-1/2 X .125 21,755 11,786 11,816 6.4 .125 1-1/2 X 1-1/2 X .125 •17,271 1,340 8,176 6.3 .148 2 X 2 X .148 20,270 9,738 9,907 3.8 .175 2 X 2 X .175 43,207 3,003 17,394 10.9 .187 2.X 2 X .187 ---- STANDARD VERTICALS ---- 16,059 11,297 11,760 6.9 .111 1-1/4 X 1-1/4 X .111 10,059 2,091 2,834 2.0 .070 1-1/2 X 1-1/2 X .115 8,029 2,118 2,617 2.0 .071 1-1/4 X 1-1/4 X .111 K = 0.75 MIN COMP= 0.25 GUSSET PLATE / ECC CHECK / WELD DATA ALL CHECKS O.K. STRESS ANALYSIS: 42LH280/128 T2 NEW WORLD GYM - LA QUINTA, CA LCD - Temecula, CA. RUN ON 1-24-01 BASE LENGTH WORKING LENGTH 72- 6 1/4 72- 2 1/4 DEPTH EFF DEPTH 42 40.463 BC PANLS LE= 7- 0 9 BC PANELS AT 7- 0 RE= 7- 0 TC PANELS LE= 3- 6 END STRUT TILTED RE= 3- 6 FIRST HALF LE= 2- 3 1/4 SPECIAL 1ST COMP RE= 0- 3 FIRST DIAG LE= 9- 3 1/4 RE= 7- 3 DEPTHS LE= 33.560 PITCH 0.250011:1'-0 MULTIPLE LOADING: GRAVITY RIDGE LINE= 42.000 RE= 32.310 RIDGE LINE AT 33- 9 1/4 PITCH-0.250011:1'-0 PT LOAD OF 800 LBS AT PANEL PT 11 37.27'LE 35.25'RE EXTRA SHEAR ADDED TO EACH WEB= 400 UNIFORM TC LOAD= 280 UNIFORM BC LOAD= 0 REACTIONS R1= +10,495.05 R2= +10,517.45 MIN SHR= 2,629.36 TL= 21,012.50 ------------- STRESS ANALYSIS ------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L PP DISTANCE 1 W2 -24,355 0 10,028 27,244 2.746 88.04 0- 2 TILTED END STRUT ViS -22,770 0 1,241 -2,013 1.621 53.34 3- 6 2 W3 -22,770 29,335 8,753 -11,080 -1.276 43.83 7- 0 3 W4 -37,508 29,335 7,455 11,177 1.579 54.25 9- 3 1/4 4 W5 -37,508 44,127 6,475 -9,351 -1.534 55.37 12- 9 1/4 5 W6 -49,338 44,127 5,495 7,469 1.534 55.37 16- 3 1/4 6 W7 -49,338 53,199 4,515 -5,809 -1.494 56.53 19- 9 1/4 7 W8 -55,845 53,199 3,535 4,142 1.494 56.53 23- 3 1/4 8 W9 -55,845 57,310 2,555 -3,833 -1.457 57.71 26- 9 1/4 9 W10 -57,719 57,310 1,575 3,833 1.457 57.71 30- 3 1/4 RIDGE LINE AT VERTICAL - FORCE IN VERTICAL = 1424.4668528024 10 W11 -57,719 59,614 595 -3,833 -1.457 57.71 33- 9 1/4 11 Wil -59,690 59,614 -1,184 3,833 1.457 57.71 37- 3 1/4 12 W10 -59,690 58,655 -2,164 3,928 -1.494 56.53 40- 9 1/4 13 W9 -56,483 58,655 -3,144 -3,928 1.494 56.53 44- 3 1/4 14 W8 -56,483 53,040 -4,124 5,136 -1.534 55.37 47- 9 1/4 15 W7 -48,281 53,040 -5,104 -6,902 1.534 55.37 51- 3 1/4 16 W6 -48,281 42,059 -6,084 8,655 -1.579 54.25 54- 9 1/4 17 W5 -34,300 42,059 -7,064 -10,663 1.579 54.25 58- 3 1/4 18 W4 -34,300 24,846 -8,044 12,609 -1.631 53.15 61- 9.1/4 19 W3 -24,063 24,846 -9,059 -8,995 1.004 32.72 65- 3 1/4 TILTED END STRUT ViS -25,344 24,846 964 -1,603 -1.661 52.59 69- 0 1/4 20 W2 -25,344 0 -10,050 28,206 -2.842 87.59 65- 6 1/4 ----- STD VERTICALS ---- 21 SE SQ END 10,517 -10,517 1.000 32.06 22 V1 END PNL 1,274 -2,013 1.661 53.34 23 V2 INTERIOR 980 -980 1.000 40.46 MAX TC COMPRESSION= -59,690.60 MAX BC TENSION= 59,614.87 MAX INT TC PANEL LENGTH = 42.00 MAX INT BC PANEL LENGTH = 84.00 STRESS ANALYSIS: 42LH280/128 T2 NEW WORLD GYM - LA QUINTA, CA LCD - Temecula, CA. RUN ON 1-24-01 BASE LENGTH WORKING LENGTH 72- 6 1/4 72- 2 1/4 DEPTH EFF DEPTH 42 40.463 BC PANLS LE= 7- 0 9 BC PANELS AT 7- 0 RE= 7- 0 TC PANELS LE= 3- 6 END STRUT TILTED RE= 3- 6 FIRST HALF LE= 2- 3 1/4 SPECIAL 1ST COMP RE= 0- 3 FIRST DIAG LE= 9- 3 1/4 RE= 7- 3 DEPTHS LE= 33.560 PITCH 0.2500":1'-0 MULTIPLE LOADING: UPLIFT RIDGE LINE= 42.000 RE= 32.310 RIDGE LINE AT 33- 9 1/4 PITCH-0.2500":1'-0 UNIFORM TC LOAD= -40 UNIFORM BC LOAD= 0 NOTE: UNIFORM LOAD IS NET UPLIFT ALL LOADS SHOWN REDUCED BY 25% REACTIONS R1=-1,682.81 R2= -1,082.81 MIN SHR= 270.70 TL= -2,165.63 ------------- STRESS ANALYSIS ------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L PP DISTANCE 1 W2 2,508 0 -1,032 -2,692 2.746 88.04 0- 2 TILTED END STRUT V1S 2,338 0 -133 215 1.621 53.34 3- 6 2 W3 2,338 -3,010 -896 1,081 -1.276 43.83 7- 0 3 W4 3,839 -3,010 -757 -1,069 1.579 54.25 9- 3 1/4 4 W5 3,839 -4,504 -652 878 -1.534 55.37 12- 9 1/4 5 W6 5,021 -4,504 -547 -679 1.534 55.37 16- 3 1/4 6 W7 5,021 -5,394 -442 504 -1.494 56.53 19- 9 1/4 7 W8 5,639 -5,394 -337 -404 1.494 56.53 23- 3 1/4 8 W9 5,639 -5,760 -232 394 -1.457 57.71 26- 9 1/4 9 W10 5,769 -5,760 -127 -394 1.457 57.71 30- 3 1/4 RIDGE LINE AT VERTICAL - FORCE IN VERTICAL = -135.323399875608 10 W11 5,769 -5,918 -22 394 -1.457 57.71 33- 9 1/4 11 W11 5,964 -5,918 82 -394 1.457 57.71 37- 3 1/4 12 W10 5,964 -5,892 187 -404 -1.494 56.53 40- 9 1/4 13 W9 5,700 -5,892 292 404 1.494 56.53 44- 3 1/4 14 W8 5,700 -5,374 397 -428 -1.534 55.37 47- 9 1/4 15 W7 4,908 -5,374 502 614 1.534 55.37 51- 3 1/4 16 W6 4,908 -4,289 607 -798 -1.579 54.25 54- 9 1/4 17 W5 3,507 -4,289 712 1,010 1.579 54.25 58- 3 1/4 18 W4 3,507 -2,547 817 -1,214 -1.631 53.15 61- 9 1/4 19 W3 2,467 -2,547 926 878 1.004 32.72 65- 3 1/4 TILTED END STRUT ViS 2,604 -2,547 -103 171 -1.661 52.59 69- 0 1/4 20 W2 2,604 -0 1,032 -2,781 -2.842 87.59 65- 6 1/4 ----- STD VERTICALS ---- 21 SE SQ END 1,082 -1,082 1.000 32.06 22 V1 END PNL -136 215 1.661 53.34 23 V2 INTERIOR -105 105 1.000 40.46 MAX TC COMPRESSION= 0.00 MAX BC TENSION= 0.00 MAX INT TC PANEL LENGTH = 42.00 MAX INT BC PANEL LENGTH = 84.00 42LH280/128 T2 NEW WORLD GYM - LA QUINTA, CA MEM TC TEN 2,508 2,338 3,839 3,839 5,021 5,021 5,639 5,639 5,769 5,769 5,964 5,964 5,700 5,700 4,908 4,908 3,507 3,507 2,467 2,604 0 0 0 -- MULTIPLE TC COM -24,355 -22,770 -37, 508 -37, 508 -49, 338 -49, 338 -55,845 -55,845 -57,719 -57,719 =59, 690 -59, 690 -56, 483 -56, 483 -48,281 -48,281 -34,300 -34, 300 -24,063 -25,344 0 0 0 ANALYSIS BC TEN 0 29,335 29,335 44,127 44,127 53,199 53,199 57,310 57,3.10 59,614 59,614 58,655 58,655 53,040 53,040 42,059 42,059 24,846 24,846 0 0 0 0 SUMMARY BC COM 0 -3,010 -3,010 -4, 504 -4, 504 -5, 394 -5, 394 -5, 7 60 -5, 760 -5, 918 -5, 918 -5,892 -5, 892 -5,374 -5, 374 -4,289 -4,289 -2, 547 -2; 547 -0 0 0 0 MAXIMUM UNIFORM LOAD: TOP CHORD= 280 WEB TEN 27,244 1,081 11,177 878 7,469 504 4,142 394 3,833 394 3,833 3,928 404 5,136 614 8,655 1,010 12,609 878 28,206 0 215 1,424 WEB COM -2, 692 -11,080 -1,069 -9, 351 -679 -5, 809 -404 -3,833 -394 -3,833 -394 -404 -3, 928 -428 -6, 902 -7 98 -10,663 -1,214 -8, 995 -2,781 -10,517 -2, 013 -980 RUN ON 1-24-01 LCD - Temcula, CA. MEMBER SIZES: 42LH280/128 T2 NEW WORLD GYM - LA QUINTA, CA Fy = 50,000.000 BENDING LOAD - 280.000 OUTSIDE DEPTH = 42.000 BC = 36 AREA = 1.0150 y(x) = 0.7030 TC = 42 AREA = 1.3100 Rx = 0.9340 y = 0.8340 Sl = 1.3693 ACTUAL EFF DEPTH = 40.463 CORRECTED LOAD TC= 59,690.603 L/Rx = 33.725 USING L = 42.00 L/Rz = 35.353 USING L = 21.00 Fa = 24,579.4 USING L/R= 35.35 MID PANEL MOMENT = 1,715.000 MID PANEL fb = 626.230 fa/Fa = 0.926 MAX LOAD (FILLERS)= 63,387.05 FILLER PANELS REQD = 4 Fb = 30,000.000 ASSUMED FORCE = 59,690.603 ASSUMED EFF DEPTH= 40.463 Ryy = 1.4308 Rz = 0.4930 Rz = 0.5940 Ryy = 1.6282 Ss = 0.5272 Qs = 0.9222 GAP BETWEEN CHORD= 1.000 BC = 59,614.878 L/Ryy= 22.109 USING L = 36.00 WITH FILLERS K= 0.75 F'e= 131,287.62 Cm= 0.93058 PANEL POINT MOM = 3,430.000 PANEL POINT fb = 3,252.793 BENDING RATIO = 0.025 MAX LOAD NO FILLER= 57,590.43 MIN WELD LEN 2X = 0.643 TOP CHORD mp= 0.95238 USING TC= 42 = 3 X 3 X .227 pp= 26,035.46631 BC STRESS' = 29,366.93523 USING BC= 36 = 2-1/2 X 2-1/2 X .212 END PANEL CHECK W= 280 END PANEL CHECK = LEFT END LENGTH = 40.00 AXIAL LOAD = 24,355.90 AXIAL STRESS fa = 9,296.14 Fa = 20,201.94 F'e = 81,418.84 fb PANEL PT = 7,718.57 fb MID -PANEL = 542.00 Cm = 0.965 fa/Fa = 0.460 PANEL PT= 17,014.7 MID PANEL= 0.4815 NO FILLERS L/R= 67.34 FIRST PANEL CHECK = LEFT END LENGTH = 69.25 AXIAL LOAD = 22,771.00 AXIAL STRESS fa = 8,691.22 Fa = 10,987.13 F'e = 27,164.72 fb PANEL PT = 7,718.58 fb MID -PANEL = 2,218.71 Cm = 0.872 fa/Fa = 0.791 PANEL PT= 16,409.8 MID PANEL= 0.8938 NO FILLERS L/R=116.58 END PANEL CHECK = RIGHT END LENGTH = 40.00 AXIAL LOAD = 25,344.51 AXIAL STRESS fa = 9,673.47 Fa = 20,201.94 F'e = 81,418.84 fb PANEL PT = 4,146.60 fb MID -PANEL = 999.21 Cm = 0.964 fa/Fa = 0.478 PANEL PT= 13,820.0 MID PANEL= 0.5183 NO FILLERS L/R= 67.34 FIRST PANEL CHECK = RIGHT END LENGTH = 45.00 AXIAL LOAD = 24,064.00 AXIAL STRESS fa = 9,184.73 Fa = 18,834.86 F'e = 64,330.93 fb PANEL PT = 4,146.61 fb MID -PANEL = 705.19 Cm = 0.942 fa/Fa = 0.487 PANEL PT= 13,331.3 MID PANEL= 0.5156 NO FILLERS L/R= 75.75 RUN ON 1-24-01 BOTTOM CHORD L/Rz= 170.385 TC OAL/Ryy = 532.001 MAX BRIDGING CHECK TC= 23.06' BC 28.61' MOMENT OF INERTIA= 1,876.1 LL 360= 186.3 LL'240= 279.4 TC TENSION STRESS = 2,276.34 BC COMPRESSION CENTER BC COMPRESSION ACTUAL= 5,918.78 ALLOW= 10,546.3 NO FILLER MAX BC BRDG DIST = 26-11 3/4 FOR 1/ryy BC COMP CHECK. MAX BRDG BC 1/ryy of 200 = 23.85 WEB DESIGN: 42LH280/128 T2 NEW WORLD GYM - LA QUINTA, CA TC= 42 = 3 X 3 X .227 NUMBER SZ QTY ACTUAL T 1 W2 26 2 B 27,244 2 W3 14 2 B 1,081 3 W4 18 1 11,177 4 W5 . 27 1 878 5 W6 14 1 7,469 6 W7 22 1 504 7 W8 14 1 4,142 8 W9 22 1 394 9 W10 14 1 3,833 10 Wll 22 1 394 11 W11 14 1 3,833 12 W10 14 1 3,928 13 W9 22 1 404 14 W8 14 1 5,136 15 W7 22 1 614 16 W6 14 1 8,655 17 W5 29 1 1,010 18 W4 20 1 12,609 19 W3 25 1 878 20 W2 26 2 B 28,206 21 SE 08 2 B 0 22 V1 14 1 215 23 V2 08 1 1,424 TOTAL WELD= 222 LCD - Temecula, CA. RUN ON 1-24-01 BC= 36 = 2-1/2 X 2-1/2 X .212 ------ WEB DESIGN ------ ALLOW T ACTUAL C ALLOW C WELD THK ANGLE NAME 40,541 2,692 16,164 10.5 .175 2 X 2 X .175 20,119 11,080 12,901 6.5 .115 1-1/2 X 1-1/2 X .115 12,544 1,069 3,282 5.2 .145 1-1/2 X 1-1/2 X .145 21,603 9,351 9,670 3.4 .187 2 X 2 X .187 10,059 679 2,560 4.4 .115 1-1/2 X 1-1/2 X .115 16,028 5,809 6,892 2.9 .137 2 X 2 X .137 10,059 404 2,457 2.5 .115 1-1/2 X 1-1/2 X .115 16,028 3,833 6,661 2.0 .137 2 X 2 X .137 10,059 394 2,357 2.3 .115 1-1/2 X 1-1/2 X .115 16,028 3,833 6,661 2.0 .137 2 X 2 X .137 10,059 394 2,357 2.3 .115 1-1/2 X 1-1/2 X .115 10,059 404 2,457 2.3 .115 1-1/2 X 1-1/2 X .115 16,028 3,928 6,892 2.0 .137 2 X 2 X .137 10,059 428 2,560 3.1 .115 1-1/2 X 1-1/2 X .115 16,028 6,902 7,113 3.4 .137 2 X 2 X .137 10,059 798 2,668 5.1 .115 1-1/2 X 1-1/2 X .115 24,452 10,663 11,311 3.9 .187 2 X 2 X .213 14,574 1,214 3,944 5.0 .170 1-1/2 X 1-1/2 X .170 18,937 8,995 9,250 3.8 .163 2 X 2 X .163 40,541 2,781 16,329 10.9 .175 2 X 2 X .175 ---- STANDARD VERTICALS ---- 16,059 10,517 11,540 6.4 .111 1-1/4 X 1-1/4 X .111 10,059 2,311 2,758 2.0 .077 1-1/2 X 1-1/2 X .115 8,029 1,278 2,626 2.0 .047 1-1/4 X 1-1/4 X .111 K = 0.75 MIN COMP= 0.25 GUSSET PLATE / ECC CHECK / WELD DATA ALL CHECKS O.K. STRESS ANALYSIS: 42LH280/128 T3 LCD - Temecula, CA. RUN ON 1-24-01 NEW WORLD GYM - LA QUINTA, CA BASE LENGTH WORKING LENGTH DEPTH EFF DEPTH 64- 6 1/4 64- 2 1/4 42 40.53 BC PANLS LE= 7- 0 8 BC PANELS AT 7- 0 RE= 7- 0 TC PANELS LE= 3- 6 END STRUT TILTED RE= 3- 6 FIRST HALF LE= 1- 3 1/4 SPECIAL 1ST COMP RE= 0- 3 FIRST DIAG LE= 8- 3 1/4 RE= 7- 3 DEPTHS LE= 35.560 RIDGE LINE= 42.000 RE= 32.310 PITCH 0.2500":l'-0 RIDGE LINE AT 25- 9 1/4 PITCH -0.2500":l'-0 MULTIPLE LOADING: GRAVITY PT LOAD OF 800 LBS AT PANEL PT 10 32.77'LE 31.75'RE EXTRA SHEAR ADDED TO EACH WEB= 400 UNIFORM TC LOAD= 280 UNIFORM BC LOAD= 0 REACTIONS R1= +9,379.89 R2= +9,392.61 MIN SHR= 2,348.15 TL= 18,772.50 ------------- STRESS ANALYSIS ------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L PP DISTANCE 1 W2 -20,398 0 8,913 23,131 2.602 88.81 0- 2 TILTED END STRUT ViS -19,068 0 .1,106 -1,730 1.563 54.64 3- 6 2 W3 -19,068 22,178 7,778 -8,445 -1.085 39.23 7- 0 3 W4 -29,169 22,178 6,620 9,830 1.532 55.41 8- 3 1/4 4 W5 -29,169 34,740 5,640 -8,109 -1.492 56.57 11- 9 1/4 5 W6 -39,012 34,740 4,660 6,340 1.492 56.57 15- 3 1/4 6 W7 -39,012 42,042 3,680 -4,760 -1.456 57.76 18- 9 1/4 7 W8 -43,942 42,042 2,700 3,420 1.456 57.76 22- 3 1/4 RIDGE LINE AT VERTICAL - FORCE IN VERTICAL = 850.54475148972 8 W9 -43,942 46,724 1,720 -4,422 -1.456 57.76 25- 9 1/4 9 W10 -48,591 46,724 740 3,420 1.456 57.76 29- 3 1/4 10 W10 -48,591 48,551 -1,039 3,504 -1.492 •56.57 32- 9 1/4 11 W9 -47,418 48,551 -2,019 -3,504 1.492 56.57 36- 3 1/4 12 W8 -47,418 45,071 -2,999 3,696 -1.532 55.41 39- 9 1/4 13 W7 -41,461 45,071 -3,979 -5,388 1.532 55.41 43- 3 1/4 14 W6 -41,461 36,452 -4,959 7,094 -1.578 54.29 46- 9 1/4 15 W5 -29,970 36,452 -5,939 -9,018 1.578 54.29 50- 3 1/4 16 W4 -29,970 21,867 -6,919 10,907 -1.629 53.20 53- 9 1/4 17 W3 -21,183 21,867 -7,934 -7,926 1.004 32.79 57- 3 1/4 TILTED END STRUT V1S -22,461 21,867 965 -1,601 -1.659 52.63 61- 0 1/4 18 W2 -22,461 0 -8,925 25,131 -2.837 87.62 57- 6 1/4 ----- STD VERTICALS ---- 19 SE SQ END 9,392 -9,392 1.000 34.12 20 V1 END PNL 1,134 -1,730 1.6.59 54.64 21 V2 INTERIOR 1,780 -1,780 1.000 40.53 MAX TC COMPRESSION= -48,591.97 MAX BC TENSION= 48,551.33 MAX INT TC PANEL LENGTH = 42.00 MAX INT BC PANEL LENGTH = 84.00 STRESS ANALYSIS: 42LH280/128 T3 LCD - Temecula, CA. RUN ON 1-24-01 NEW WORLD GYM - LA QUINTA, CA BASE LENGTH WORKING LENGTH DEPTH EFF DEPTH 64- 6 1/4 64- 2 1/4 42 40.53 BC PANLS LE= 7- 0 8 BC PANELS AT 7- 0 RE= 7- 0 TC PANELS LE= 3- 6 END STRUT TILTED RE= 3- 6 FIRST HALF LE= 1- 3 1/4 SPECIAL 1ST COMP RE= 0- 3 FIRST DIAG LE= 8- 3 1/4 RE= 7- 3 DEPTHS LE= 35.560 * RIDGE LINE= 42.000 RE= 32.310 PITCH 0.2500":1'-0 RIDGE LINE AT 25- 9 1/4 PITCH -0.2500":1'-0 MULTIPLE LOADING: UPLIFT UNIFORM TC LOAD= -40 UNIFORM BC LOAD= 0 NOTE: UNIFORM LOAD IS NET UPLIFT ALL LOADS SHOWN REDUCED BY 25% REACTIONS R1=-962.81 R2= -962.81 MIN SHR= 240.70 TL= -1,925.63 ------------- STRESS ANALYSIS ------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L PP DISTANCE 1 W2 2,089 0 -912 -2,262 2.602 88.81 0- 2 TILTED END STRUT V1S 1,946 0 -118 185 1.563 54.64 3- 6 2 W3 1,946 -2,262 -791 814 -1.085 39.23 7- 0 3 W4 2,966 -2,262 -667 -927 1.532 55.41 8- 3 1/4 4 W5 2,966 -3,520 -562 746 -1.492 56.57 11- 9 1/4 5 W6 3,937 -3,520 -457 -559 1.492 56.57 15- 3 1/4 6 W7 3,937 -4,222 -352 393 -1.456 57.76 18- 9 1/4 7 W8 4,388 -4,222 -247 -350 1.456 57.76 22- 3 1/4 RIDGE LINE AT VERTICAL - FORCE IN VERTICAL = -77.80793805001 8 W9 4,388 -4,634 -142 350 -1.456 57.76 25- 9 1/4 9 W10 4,780 •-4,634 -37 -350 1.456 57.76 29- 3 1/4 10 W10 4,780 -4,814 67 359 -1.492 56.57 32- 9 1/4 11 W9 4,733 -4,814 172 359 1.492 56.57 36- 3 1/4 12 W8 4,733 -4,524 277 -368 -1.532 55.41 39- 9 1/4 13 W7 4,181 -4,524 382 453 1.532 55.41 43- 3 1/4 14 W6 4,181 -3,691 487 -632 -1.578 54.29 46- 9 1/4 15 W5 3,046 -3,691 .592 835 1.578 54.29 50- 3 1/4 16 W4 3,046 -2,229 697 -1,033 -1.629 53.20 53- 9 1/4 17 W3 2,160 -2,229 806 764 1.004 32.79 57- 3 1/4 TILTED END STRUT V1S 2,297 -2,229 -103 171 -1.659 52.63 61- 0 1/4 18 W2 2,297 -0 912 -2,454 -2.837 87.62 57- 6 1/4 ----- STD VERTICALS ---- 19 SE SQ END 962 -962 1.000 34.12 20 V1 END PNL -121 185 1.659 54.64 21 V2 INTERIOR -105 105 1.000 40.53 MAX TC COMPRESSION= 0.00 MAX BC TENSION= 0.00 MAX INT TC PANEL LENGTH = 42.00 MAX INT BC PANEL LENGTH = 84.00 42LH280/128 T3 NEW WORLD GYM - LA QUINTA, CA ------- MULTIPLE ANALYSIS SUMMARY ------- MEM TC TEN TC COM BC TEN BC COM WEB TEN WEB COM 1 2,089 -20,398 0 0 23,131 72,262 2 1,946 -19,068 22,178 -2,262 .814 -8,445 3 2,966 -29,169 22,178 -2,262 9,830 -927 4 2,966 -29,169 34,740 -3,520 746 -8,109 5 3,937 -39,012 34,740 -3,520 6,340 -559 6 3,937 -39,012 42,042 -4,222 393 -4,760 7 4,388 -43,942 42,042 -4,222 3',420 -350 8 4,388 -43,942 46,724 -4,634 350. -4,422 9 4,780 -48,591 46,724 -4,634 3,420 -350 10 4,780 -48,591 48,551 -4,814 3,504 0 11 4,733 -47,418 48,551 -4,814 359 -3,504 12 4,733 -47,418 45,071 -4,524 3,696 -368 13 4,181 -41,461 45,071 -4,524 453 -5,388 14 4,181 -41,461 36,452 -3,691 7,094 -632 15 3,046 -29, 970 36,452 -3, 691 835 -9, 018 16 3,046 -29,970 21,867 -2,229 10,907 -1,033 17 2,160 -21,183 21,867 -2,229 764 -7,926 18 2,297 -22,461 0 -0 25.,131 -2,454 19 0 0 0 0 0 -9, 392 -20 0 0 0 0 185 -1,730 21 0 0 0 0 850 -1,780 MAXIMUM UNIFORM LOAD: TOP CHORD= 280 RUN ON 1-24-01 LCD - Temcula, CA. MEMBER SIZES: 42LH280/128 T3 NEW WORLD GYM - LA QUINTA, CA Fy = 50,000.000 BENDING LOAD = 280.000 OUTSIDE DEPTH = 42.000 BC = 29 AREA = 0.8070 y(x) = 0.5780 TC = 36 AREA = 1.0150 Rx = 0.7750 y = 0.7030 Sl = 0.8662 ACTUAL EFF DEPTH = 40.719 CORRECTED LOAD TC= 48,366.435 L/Rx = 40.645 USING L = 42.00 L/Rz = 42.596 USING L = 21.00 Fa = 24,726.8 USING L/R= 42.59 MID PANEL MOMENT = 1,715.000 MID PANEL fb = 989.856 fa/Fa = 0.963 MAX LOAD (FILLERS)= 48,614.93 FILLER PANELS REQD = 6 Fb = 30,000.000 ASSUMED FORCE = 48,591.978 ASSUMED EFF DEPTH= 40.530 Ryy = 1.2404 Rz = 0.3930 Rz = 0.4930 Ryy = 1.4308 Ss = 0.3388 Qs = 0.9672 GAP BETWEEN CHORD= 1.000 BC = 48,325.982 L/Ryy= 25.160 USING L = 36.00 WITH FILLERS K= 0.75 F'e= 90,392.71 Cm= 0.89456 PANEL POINT MOM = 3,430.000 PANEL POINT fb = 5,060.517 BENDING RATIO = 0.041 MAX LOAD NO FILLER= 42,323.43 MIN WELD LEN 2X = 0.521 TOP CHORD mp= 1.00499 USING TC= 36 = 2-1/2 X 2-1/2 X .212 pp= 28,886.34755 BC STRESS = 29,941.74893 USING BC= 29 = 2 X 2 X .213 END PANEL CHECK W= 280 END PANEL CHECK = LEFT END LENGTH = 40.00 AXIAL LOAD = 20,304.25 AXIAL STRESS fa = 10,002.09 Fa = 18,429.30 F'e = 56,057.60 fb PANEL PT = 8,810.06 fb MID -PANEL = 1,245.84 Cm = 0.946 fa/Fa = 0.542 PANEL PT= 18,812.1 MID PANEL= 0.5921 NO FILLERS L/R= 81.13 FIRST PANEL CHECK = LEFT END LENGTH = 57.25 AXIAL LOAD = 18,980.48 AXIAL STRESS fa = 9,349.99 Fa = 11,073.73 F'e = 27,365.51 fb PANEL PT = 8,810.07 fb MID -PANEL = 2,250.89 Cm = 0.863 fa/Fa = 0.844 PANEL PT= 18,160.0 MID PANEL= 0.9460 NO FILLERS L/R=116.12 END PANEL CHECK = RIGHT END LENGTH = 40.00 AXIAL LOAD = 22,357.54 AXIAL STRESS fa = 11,013.56 Fa = 18, 429.30 ' F' e = 56, 057.60 fb PANEL PT = 6,451.06 fb MID -PANEL = 1,579.42 Cm = 0.941 fa/Fa =, 0.597 PANEL PT= 17,464.6 MID PANEL= 0.6613 NO FILLERS L/R= 81.13 FIRST PANEL CHECK = RIGHT END LENGTH = 45.00 AXIAL LOAD = 21,085.67 AXIAL STRESS fa = 10,387.03 Fa = 16,430.96 F'e = 44,292.43 fb PANEL PT = 6,451.07 fb MID -PANEL = 1,114.67 Cm = 0.906 fa/Fa = 0.632 PANEL PT= 16,838.1 MID PANEL= 0.6776 NO FILLERS L/R= 91.27 RUN ON 1-24-01 BOTTOM CHORD L/Rz= 213.740 TC OAL/Ryy = 538.332 MAX BRIDGING CHECK TC=' 20.26' BC= 24.80' MOMENT OF INERTIA= 1,492.6 LL 360= 210.8 LL 240= 316.2 TC TENSION STRESS = 2,344.08 BC COMPRESSION CENTER BC COMPRESSION ACTUAL= 4,792.49 ALLOW=. 5,328.4 NO FILLER MAX BC BRDG DIST = 23- 2 1/8 FOR 1/ryy BC COMP CHECK MAX BRDG BC'l/ryy of 200 = 20.67 WEB DESIGN: 42LH280/128 T3 LCD - Temecula, CA. RUN ON 1-24-01 NEW WORLD GYM - LA QUINTA, CA TC= 36 = 2-1/2 X 2-1/2 X .212 BC= 29 = 2 X 2 X .213 WEB DESIGN NUMBER SZ QTY ACTUAL T ALLOW T ACTUAL C ALLOW C WELD THK ANGLE NAME 1 W2 27 2 B 23,131 43,207 2,262 16,929 8.4 .186 2 X 2 X .187 2 W3 29 1 814 24,452 8,445 8,478 3.1 .187 2 X 2 X .213 3 W4 19 1 9,830 13,362 927 3,350 4.3 .155 1-1/2 X 1-1/2 X .155 4 W5 25 1 746 18,937 8,109 8,156 3.4 .163 2 X 2 X .163 5 W6 14 1 6,340 10,059 559 2,453 3.8 .115 1-1/2 X 1-1/2 X .115 6 W7 22 1 393 16,028 4,760 6,652 2.4 .137 2 X 2 X .137 7 W8 14 1 3,420 10,059 350 2,353 2.1 .115 1-1/2 X 1-1/2 X .115 8 W9 22 1 350 16,028 4,422 6,652 2.2 .137 2 X 2 X .137 9 W10 14 1 3,420 10,059 350 2,353 2.1 .115 1-1/2 X 1-1/2 X .115 10 W10 08 1 3,504 8,029 0 1,343 2.2 .111 1-1/4 X 1-1/4 X .111 11 W9 22 1 359 16,028 3,504 6,883 2.0 .137 2 X 2 X .137 12 W8 14 1 3,696 10,059 368 2,556 2.2 .115 1-1/2 ,X 1-1/2 X .115 13 W7 22 1 453 16,028 5,388 7,104 2.7 .137 2 X 2 X .137 14 W6 14 1 7,094 10,059 632 2,663 4.2 .115 1-1/2 X 1-1/2 X .115 15 W5 26 1 835 20,270 9,018 9,379 3.5 .175 2 X 2 X .175 16-W4 20 1 10,907 14,574 1,033 3,938 4.4 .170 1-1/2 X 1-1/2 X .170-- 17 W3 23 1 764 17,271 7,926 8,332 3.7 .148 2 X 2 X .148 18 W2 28 2 B 25,131 46,056 2,454 18,446 9.1 .187 2 X 2 X .200 WEB W2 - FULL THICKNESS WELD REQ'D 8.56 .2 ---- STANDARD VERTICALS ---- 19 SE 08 2 B 0 16,059 9,392 11,144 5.7 .111 1-1/4 X 1-1/4 X .111 20 V1 14 1 185 10,059 1,971 2,629 2.0 .066 1-1/2 X 1-1/2 X .115 21 V2 08 1 850 8,029 2,021 2,617 2.0 .068 1-1/4 X 1-1/4 X .111 TOTAL WELD= 186 K = 0.75 MIN COMP= 0.25 GUSSET PLATE / ECC CHECK / WELD DATA FULL THICKNESS WELD REQD FOR WEB'NOS. 18 STRESS ANALYSIS: 42LH280/128 T4 NEW WORLD GYM - LA QUINTA, CA LCD - Temecula, CA. RUN ON 1-24-01 BASE LENGTH WORKING LENGTH 58- 6 58- 2 DEPTH EFF DEPTH 42 40.53 BC PANLS LE= 7- 0 7 BC PANELS AT 7- 0 RE= 7- 0 TC PANELS LE= 3- 6 END STRUT TILTED RE= 3- 6 FIRST HALF LE= 2- 3 SPECIAL 1ST COMP RE= 0- 3 FIRST DIAG LE= 9- 3 RE= 7- 3 DEPTHS LE= 37.060 PITCH 0.2500":1'-0 MULTIPLE LOADING: GRAVITY RIDGE LINE= 42.000 RE= 32.310 RIDGE LINE AT 19- 9 PITCH-0.2500":1'-0 PT LOAD OF 800 LBS AT PANEL PT 9 30.25'LE 28.25'RE EXTRA SHEAR ADDED TO EACH WEB= 400 UNIFORM TC LOAD= 280 UNIFORM BC LOAD= 0 REACTIONS R1= +8,529.58 R2= +8,557.09 MIN SHR= 2,139.27 TL= 17,086.67 ------------- STRESS ANALYSIS ------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L PP DISTANCE 1 W2 -17,709 0 8,062 20,308 2.509 89.40 0- 2 TILTED END STRUT ViS -16,278 0 1,241 -1,894 1.525 55.62 3- 6 2 W3 -16,278 20,870 6,791 -8,412 -1.227 46.53 7- 0 3 W4 -26,358 20,870 5,496 7,981 1.492 56.57 9- 3 4 W5 -26,358 30,554 4,516 -6,361 -1.456 57.76 12- 9 5 W6 -33,566 30,554 3,536 4,715 1.456 57.76 16- 3 RIDGE LINE AT VERTICAL - FORCE IN VERTICAL = 418.30534478186 6 W7 -33,566 37,007 2,556 -5,324 -1.456 57.76 19- 9 7 W8 -39,557 37,007 1,576 4,078 1.456 57.76 23- 3 8 W9 -39,557 41,122 596 -3,192 -1.492 56.57 26- 9 9 W9 -40,760 41,122 -1,183 -3,192 1.492 56.57 30- 3 10 W8 -40,760 39,224 -2,163 3,279 -1.532 55.41 33- 9 11 W7 -36,462 39,224 -3,143 -4,267 1.532 55.41 37- 3 12 W6 -36,462 32,348 -4,123 5,940 -1.578 54.29 40- 9 13 W5 -26,805 32,348 -5,103 -7,804 1.578 54.29 44- 3 14 W4 -26,805 19,692 -6,083 9,653 -1.629 53.20 47- 9 15 W3 -19,081 19,692 -7,098 -7,131 1.004 32.79 51- 3 TILTED.END STRUT V1S -20,359 19,692 965 -1,601 -1.659 52.63 55- 0 16 W2 -20,359 0 -8,090 22,885 -2.837 87.62 51- 6 ----- STD VERTICALS ---- 17 SE SQ END 8,557 -8,557 1.000 35.63 18 V1 END PNL 1,271 -1,894 1.659 55.62 19 V2 INTERIOR 980 -980 1.000 40.53 MAX TC COMPRESSION=-40,760.90 MAX BC TENSION= 41,122.98 MAX INT TC PANEL LENGTH = 42.00 MAX INT BC PANEL LENGTH = 84.00 STRESS ANALYSIS: 42LH280/128 T4 LCD - Temecula, CA. RUN ON 1-24-01 NEW WORLD GYM - LA QUINTA, CA BASE LENGTH WORKING LENGTH DEPTH EFF DEPTH 58- 6 58- 2 42 40.53 BC PANLS LE= 7- 0 7 BC PANELS AT 7- 0 RE= 7- 0 TC PANELS LE= 3- 6 END STRUT TILTED RE= 3- 6 FIRST HALF LE= 2- 3 SPECIAL 1ST COMP RE= 0- 3 FIRST DIAG LE= 9- 3 RE-- 7- 3 DEPTHS LE= 37.060 PITCH 0.2500":1'-0. MULTIPLE LOADING: UPLIFT RIDGE LINE= 42.000 RE= 32.310 RIDGE LINE AT 19- 9 PITCH-0.2500":l'-0 UNIFORM TC LOAD= -40 UNIFORM BC LOAD= 0 NOTE: UNIFORM LOAD IS NET UPLIFT ALL LOADS SHOWN REDUCED BY 250 REACTIONS R1=-872.50 R2= -872.50 MIN SHR= 218.13 TL= -1,745.00 ------------- STRESS ANALYSIS ------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L PP DISTANCE 1 W2 1,806 0 -822 -1,969 2.509 89.40 0- 2 TILTED END STRUT V1S 1,653 0 -133 202 1.525 55.62 3- 6 2 W3 1,653 -2,117 -686 800 -1.227 46.53 7- 0 3 W4 2,662 -2,117 -547 -734 1.492 56.57 9- 3 4 W5 2,662 -3,072 -442 563 -1.456 57.76 12- 9 5 W6 3,356 -3,072 -337 -389 1.456 57.76 16- 3 RIDGE LINE AT VERTICAL - FORCE IN VERTICAL = -34.82055473311 6 W7 3,356 -3,675 -232 440 -1.456 57.76 19- 9 7 W8 3,897 -3,675 -127 -317 1.456 57.76 23- 3 8 W9 3,897 -4,011 -22 325 -1.492 56.57 26- 9 9 W9 4,014 -4,011 82 -325 1.492 56.57 30- 3 10 W8 4,014 -3,892 187 -334 -1.532 55.41 33- 9 11 W7 3,641 -3,892 292 334 1.532 55.41 37- 3 12 W6 3,641 -3,248 397 -507 -1.578 54.29 40- 9 13 W5 2,704 -3,248 502 704 1.578 54.29 44- 3 14 W4 2,704 -1,994 607 -897 -1.629 53.20 47- 9 15 W3 1,932 -1,994 716 678 1.004 32.79 51- 3 TILTED END STRUT V1S 2,069 -1,994- -103 171 -1.659 52.63 55- 0 16 W2 2,069 0 822 -2,211 -2.837 87.62 51- 6 ----- STD VERTICALS ---- 17 SE SQ END 872 -872 1.000 35.63 18 V1 END PNL -136 202 1.659 55.62 19 V2 INTERIOR -105 105 1.000 40.53 MAX TC COMPRESSION= 0.00 MAX BC TENSION= 0.00 MAX INT TC PANEL LENGTH = 42.00 MAX INT BC PANEL LENGTH = 84.00 ° v 42LH280/128.T4 NEW WORLD GYM - LA QUINTA, CA MULTIPLE ANALYSIS SUMMARY MEM TC TEN TC COM BC TEN BC COM WEB TEN WEB COM 1 1,806 -17,709 0 0 20,308 -1,969 2 1,653 -16,278 20,870 -2,117 800 -8,412 3 2,662 -26,358 20,870 -2,117 7,981 -734 4 2,662 -26,358 30,554 -3,072 563 -6,361 5 3,356 -33,566 30,554 -3,072 4,715 -389 6 3,356 -33,566 37,007 -3,6.75 440 -5,324 7 3,897 -39,557 37,007 -3,.675 4,078 -317 8 3,897 -39,557 41,122 -4,011 325 -3,192 9 4,014 -40,760 41,122 -4,011 0 -3,192 10 4,014 -40,760 39,224 -3,892 3,279 -334 11 3,641 -36,462 39,224 -3,892 334 -4,267 12 3,641 -36,462 32,348 -3,248 5,940 -507 13 2,704 -26,805 32,348 -3,248 704 -7,804 14 2,704 -26,805 19,692 -1,994 9,653 1-897 15 1,932 -19,081 19,692 -1,994 678 -7,131" 16 2,069 -20,359 0 0 22,885. -2,211 17 0 0 0 0 0 -8, 557 18 0 0 0 0 202 -1,894 19 0 0 0 0 418 -980 MAXIMUM UNIFORM LOAD: TOP CHORD= 280 RUN ON 1-24-01 LCD - Temcula, CA. MEMBER SIZES: 42LH280/128 T4 NEW WORLD GYM - LA QUINTA, CA Fy = 50,000.000 Fb = 30,000.000 BENDING LOAD = 280.000 ASSUMED FORCE = 40,760.907 OUTSIDE DEPTH 42.000 ASSUMED EFF DEPTH= 40.530 BC = 27 AREA = 0.7130 y(x) = 0.5690 Ryy = 1.2346 Rz = 0.3940 TC = 33 AREA = 0.9050 Rx = 0.7780 Rz = 0.4950 Ryy = 1.4260 y = 0.6950 Sl = 0.7884 Ss = 0.3036 Qs = 0.9196 ACTUAL EFF DEPTH = 40.736 GAP BETWEEN CHORD= 1.000 CORRECTED LOAD TC= 40,554.782 BC = 40,915.024 L/Rx = 40.488 USING L = 42.00 L/Ryy= 25.244 USING L = 36.00 L/Rz = 42.424 USING L = 21.00 WITH FILLERS K= 0.75 Fa = 23,668.6 USING L/R= 42.42 F'e= 91,093.88 Cm= 0.90161 MID PANEL MOMENT = 1,715.000 PANEL POINT MOM = 3,430.000 MID PANEL fb = 1,087..522 PANEL POINT fb = 5,648.859 fa/Fa = 0.946 BENDING RATIO = 0.047 MAX LOAD (FILLERS)= 41,242.13 MAX LOAD NO FILLER= 36,169.83 FILLER PANELS REQD = 8 MIN WELD LEN 2X = 0.437 TOP CHORD mp= 0.99378 USING TC= 33 = 3-1/2 X 3-1/2 X .188 pp= 28,054.81640 BC STRESS • = 28,692.16326 USING BC= 27 = 2 X 2 X .187 END PANEL CHECK W= 280 END PANEL CHECK = LEFT END LENGTH = 40.00 AXIAL LOAD = 17,619.55 AXIAL STRESS fa = 9,734.55 Fa = 17,941.64 F'e = 56,492.44 fb PANEL PT = 13,320.00 fb MID -PANEL = 950.41 Cm = 0.948 fa/Fa = 0.542 PANEL PT= 23,054.5 MID PANEL= 0.5820 NO FILLERS L/R= 80.80 FIRST PANEL CHECK = LEFT END LENGTH = 69.00 AXIAL LOAD = 16,196.67 AXIAL STRESS fa = 8,948.44 Fa = 16, 538.88 F'e = 18, 985.06 fb PANEL.PT = 13,320.00 fb MID -PANEL = 3,822.66 Cm = 0.811 fa/Fa = 0.541 PANEL PT= 22,268.4 MID PANEL= 0.7537 FILLERS L/R= 88.68 END PANEL CHECK = RIGHT END LENGTH = 40.00 AXIAL LOAD = 209,256.28 AXIAL STRESS fa = 11,191.31 Fa = 170,941.64 F'e = 56,492.44 fb PANEL PT = 7,201.07 fb MID -PANEL = 1,735.26 Cm = 0.940 fa/Fa = 0.623 PANEL PT= 18,392.3 MID PANEL= 0.6975 NO FILLERS L/R= 80.80 FIRST PANEL CHECK = RIGHT END LENGTH = 45.00 AXIAL LOAD = 18,985.50 AXIAL STRESS fa = 10,489.22 Fa = 16,129.39 F'e = 44,636.00 fb PANEL PT = 7,201.08 fb MID -PANEL = 1,224.65 Cm = 0.906 fa/Fa = 0.650 PANEL PT= 17,690.3 MID PANEL= 0.7028 NO FILLERS L/R= 90.90 RUN ON 1--24-01 BOTTOM CHORD L/Rz= 213.197 TC OAL/Ryy = 489.472 MAX BRIDGING CHECK TC= 20.20' BC= 24.69' MOMENT OF INERTIA= 1,325.2 LL 360= 251.5 LL 240=1 377.3 TC TENSION STRESS = 2,206.46 BC COMPRESSION CENTER BC COMPRESSION ACTUAL= 3,991.61 ALLOW= 4,731.7 NO FILLER MAX BC BRDG DIST = 23- 9 1/8 FOR 1/ryy BC COMP CHECK MAX BRDG BC 1/ryy of 200 = 20.58 1 c .' r- WEB DESIGN: 42LH280/128 T4 LCD - Temecula, CA. RUN ON 1-24-01 NEW WORLD GYM - LA QUINTA, CA i, TC= 33 = 3-1/2 X 3-1/2 X .188 BC= 27 = 2 X 2 X .187 NUMBER SZ QTY ACTUAL T 1 W2 20 2 B 20,308 2 W3 08 2 B 800 3 W4 15 1 7,981 4 W5 22 1 563, 5 W6 14 1 4,715 6 W7 22 1 440 7 W8 14 1 4,078 8 W9 19 1 325 9 W9 19 1 0 10 W8 14 1 3,279 11 W7 22 1 334 12 W6 14 1 5,940 13 W5 23 1 704 14 W4 19 1 9,653 15 W3 22 1 678 16 W2 27 2 B 22,885 17 SE 08 2 B 0 18 V1 14 1 202 19 V2 08 1 418 TOTAL WELD= 168 ------ WEB DESIGN ------ ALLOW T ACTUAL C ALLOW C WELD THK 29,148 1,969 6,275 8.1 .170 16,059 8,412 8,481 '5.2 .111 10,877 734 2,634 4.3 .125 16, 028 6,361 6,652 3.2 .137 10,059 389 2,353 2.8 .115 16,028 5,324 6,652 2.7 .137 10,059 317 2,353 2.4 .115 13,362 3,192 3,214 2.0 .155 13,362 3,192 3,214 2.0 .155 10,059 334 2,556 2.0 .115 16,028 4,267 7,104 2.1 .137 10,059 507 2,663 3.5 .115 17,271 7,804 7,940 3.6 .148 13,362 897 3,635 4.2 .155 16,028 7,131 7,654 3.6 .137 43,207 2,211 17,394 8.3 .187 ---- STANDARD VERTICALS ---- 16,059 8,557 10,847 5.2 .111 10,059 2,096 2,538 2.0 .070 8,029 1,182 2,617 2.0 .039 K = 0.75 MIN COMP= GUSSET PLATE / ECC CHECK / WELD DATA ALL CHECKS O.K. ANGLE NAME 1-1/2 X 1-1/2 X .170 1-1/4 X 1-1/4 X .111 1-1/2 X 1-1/2 X .125 2 X 2 X .137 1-1/2 X 1-1/2 X .115 2 X 2 X .137 1-1/2 X 1-1/2 X .115 1-1/2 X 1-1/2 X .155 1-1/2 X 1-1/2 X .155 1-1/2 X 1-1/2 X .115 2 X 2 X .137 1-1/2 X 1-1/2 X .115 2 X 2 X .148 1-1/2 X 1-1/2 X .155 2 X 2 X .137 2 X 2 X .187 1-1/4 X 1-1/4 X .111 1-1/2 X 1-1/2 X .115 1-1/4 X 1-1/4 X .111 0.25 L- March 16, 2001 3:11 PM To: Dan Crawford From: David W Kretz Page: 3 of 3 State of California Department of General Services Gray Davis, Governor ryry S DIVISION OF THE STATE ARCHITECT Headquarters - 1130 K Street, Suite 101 - Sacramento, California 95814 . (916) 445-8100 - (916) 327-3371 fax s'- Regional Office • 16680 W. Bernardo Drive • San Diego, California 92127 • (619) 674-5400 • (619) 674-5471 fax January 6, 2000 David W. Kretz 3380 Avenida Fey Norte Palm Springs, CA 92262 Dear I•Ar. Kretz: APPROVAL OF SPECIAL INSPECTOR CLASSIFICATION: SPECIAL MASONRY INSPECTOR You were evaluated by the Division of the State Architect and found to be qualified to act as Special Inspector for the classification noted. It should be clearly understood that continuous inspection is required as defined in Part 1 of Title 24. Prior approval by DSA is required on the DSA Inspector Approval form (SSS-5) signed by the Architect, the Structural Engineer and the District. The approved form shall be filed with the Inspector of Record at the site. For each project for which special inspection is provided, a verified report shall be furnished to the Division of the State Architect by the Special Inspector showing that of his or her own personal knowledge the work during the period covered by the report has been performed and material installed in every material respect in compliance with the duly approved plans and specifications. The report shall identify the work of construction by project name, school districtlowner, file and application number, and shall include such other information as may be required. This approval may be rescinded for cause. Sincerely, Chris Christakos Supervising Structural Engineer Office of Regulation Services — San Diego CC:nrr cc: Dennis. Bellet, Area Principal — SACTO/DSA a Jack Bruce, Area Principal — LA/DSA ! Nat Chauhan, Area Principal — SF/DSA 1 State of California • Department of General Services • Gray Davis, Governor S DIVISION OF THE STATE ARCHITECT ' Headquarters 1130 K Street, Suite 101 • Sacramento, Callfornia 95814 • (916) 445-8100 • (916) 327-3371 fax Regional Office • 16680 W. Bernardo Drive • San Diego, California 92127 • (619) 674-5400 • (619) 674-5471 fax January 6, 2000 David W. Kretz 3380 Avenida Fey Norte Palm Springs, CA 92262 Dear Mr. Kretz: APPROVAL OF SPECIAL INSPECTOR CLASSIFICATION: SPECIAL MASONRY INSPECTOR You were evaluated by the Division of the State Architect and found to be qualified to act as Special Inspector for the classification noted. It should be clearly understood that continuous inspection is required as defined in Part 1 of Title 24. Prior approval by DSA is required on the DSA Inspector Approval form (SSS-5) signed by the Architect, the Structural Engineer and the District. The approved form shall be filed with the Inspector of Record at the site. For each project for which special inspection is provided, a verified report shall be furnished to the Division of the State Architect by the Special Inspector showing that of his or her own personal knowledge the work during the period covered by the report has been performed and material installed in every material respect in compliance with the duly approved plans and specifications. The report shall identify the work of construction by project name, school district/owner, file and application number, and shall include such other information as may be required. This approval may be rescinded for cause. Sincerely, Chris Christakos Supervising Structural Engineer Office of Regulation Services — San Diego CC:nrr cc' Dennis Bellet, Area Principal — SACTO/DSA Jack Bruce, Area Principal — LA/DSA Nat Chauhan, Area Principal — SF/DSA (L.c7-7rMM o99, LION"I3EART CONSTRUCTION, INC. 3001 E. Tahquitz Canyon Way, #109 Palm Springs, California 92262 (760) 322-1553 (760) 322-1733 Fax TO CsTY of LA QVt1'JT4 t aL-DSNa- gk S .4ary ,DF- PT. Date O / Job No. Attention DANNY C9Aw FoRp Re Q I WE ARE SENDING YOU V Attached Under separate cover via the following item:: Shop Drawings Prints Plans Samples Specifications 1 Copy of letter Change Order V/ Other COPIES DATE NO. DESCRIPTION I 4 ho d i l Oil A N S W ElL E- i THESE ARE TRANSMITTED as checked below: For approval _ Approved as submitted Resubmit copies for approval For your use Approved as noted Submit copies for distribution 000 As requested Returned for corrections Return corrected prints FOR BIDS DUE _ PRINTS RETURNED AFTER LOAN TO US REMARKS 4N S W E 2E 0 12 . F. T . Foil Yo u k 2 EEco )Z O .s . COPY TO F2 LE x,A,jSp,EGTokS COPY LION HEART CONSTRUCTION REQUEST FOR INFORMATION oun RFI NUMBER .© / DATE: PROJECT: W o1eL ,D & Y ln— L Q c% /Tip I C INFORMATION REQUESTED FROM: ✓-z-..o �u F� Mrs /✓ DATE INFORMATION REQUIRED: INFORMATION REOUESTED: pL EA-5 E- Co AJ F.r2 M -r7- 2 5 ,f cc—l',0r.4BZE zti �E c✓EG,o w.¢sJ�E 2.5 . RpX Y 7-w o 151' 41-L- rAc4zD �pLTS Ta fsJC TEM/��TE Lc>c�T�Z'oivS o Aj CoLu,"Ail 4,TnJ 4C� CA? o 5 S L..Zi E© 4A) /,J sr7' Div 05 a r- 7AJ o 1t4A5o/u2 je w fZ-L.5 LSNC 0 40 1f5 c.. ,OtS .i D= 5 S LuS� FJ c.�.Z T/ Z)/tL44 t/?X 77Z . 41-4- T/z,1,o f,/s4 Lc/V 8,6,0 M Eiv I REPLY: SEE A7rAr,14 E 0 X5.1 SIGNATURE DATE 3001 EASE TAHQUITZ CANYQALVYAX,.SUUX 109, PALM SPRING, CALEMRNIA 92262 (760) 322-1533 (760) 3224733 FAX Apr-18-01 05:19P JOHNSON & NIELSEN ASSOCIA 909 686 6752 N ;S PF_cT 0 Z S C.O P.01 FIN.. FLOQR — CONC. PAD � — OR FTC. (E) ANCHOR BOLTS STL. COL. SEE PLAN I 15" ALL —THREAD BOLT SET I IN SIMPSON EPDXY ADHESIVE REMEDIAL WORK AT MIS —LOCATED COLUMN ANCHOR BOLTS �oQRZFIssfpN�I JOHNSON & NIELSEN ASSOCIATES 1, y LONNIE MOUNT No. 3834 .� CONWING SMUCTUM ENGINEERS J \ w rn a Exp. Dote 3-31-04 2 o 6u K u� SL SAL-4a, Kw ide rw 9601 (9o916es-51n 1 StRLCT11Zi 9 CAoE 0 PROJECT .TULE: JOB / 7-006 ' SCALE I m, -a N4 C A I,NF—W DATE : APRIL 2001 WORLD GYM CHECKED : L.M. IN LA OUINTA, CALIF. DRAWN : M.J. MARK B. VALENTINO A.I.A. ARCHITECT 44-267 MONTEREY AVE.. pe PALM DESERT. CA. 92260 pit-it°F8xNote 76?1 Date +�ofg►RS —f�0 page / (760) 346=3155 (760) 346-3155 TAX. e as yid .......... t733 Fes`" LION HEART CONSTRUCTION, INC. 3001 E. Tahquitz Canyon Way, #109 Palm Springs, California 92262 (760) 322-1553 (760) 322-1733 Fax TO Crr Y of AAA U2NT-A �JEPT. I WE ARE SENDING YOU Date �..�. o l Job No. i Attention pAN N `r c ZAVV Fo Ro Re W D!` L0 v Y M i V0.01A00ttached Under separate cover via the following items: Shop Drawings Prints Plans Samples Specifications 1 Copy of letter _ Change Order V Other A. r-. r S COPIES DATE NO. DESCRIPTION olo R.F. S, # o/o ANSWEi2EID THESE ARE TRANSMITTED as checked below: For approval _ Approved as submitted Resubmit copies for approval _ For your use Approved as noted Submit copies for distribution As requested Returned for corrections Return corrected prints FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US REMARKS A�sujnzED R. F. _. S r-ok YOUR RECORDS. F. _. 5 r-ok YOUR RECORD S . COPY TO F=L E SIGN Order No. 2173743 TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: 111 VENTURE, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY THE ESTATE OR INTEREST. IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS: IN FEE THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF RIVERSIDE, CITY OF LA QUINTA AND IS DESCRIBED AS FOLLOWS: PARCEL 8 AS SHOWN BY"PARCEI; MN AP O. 29351, —ON FILE -IN- BOOK 197 PAGES'33-THROUGH 36 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, 1 CALIFORNIA. AT THE DATE HEREOF EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS CONTAINED IN SAID POLICY FORM WOULD BE AS FOLLOWS: 1. GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 2000-2001, A LIEN NOT YET DUE OR PAYABLE. 2. THE LIEN OF SUPPLEMENTAL TAXES, IF ANY, ASSESSED PURSUANT TO CHAPTER 3.5 COMMENCING WITH SECTION-75 OF THE CALIFORNIA REVENUE AND TAXATION CODE. 3. ASSESSMENTS, IF ANY, OF THE COACHELLA VALLEY WATER DISTRICT. 4. AN EASEMENT IN FAVOR OF .THE PUBLIC OVER ANY PORTION OF THE _ an HEREIN DESCRIBED PROPERTY INCLUDED WITHIN PUBLIC ROADS. S. A RIGHT OF WAY AND EASEMENT OF THE COACHELLA VALLEY COUNTY WATER DISTRICT, IN FAVOR OF THE PUBLIC, FOR ALL PUBLIC ROADS, AND RIGHTS OF WAY HERETOFORE DEDICATED, ACQUIRED, RESERVED OR ACCEPTED FOR PUBLIC USE AND ALSO ANY AND ALL PRIVATE EASEMENTS AND RIGHTS OF WAY FOR ROADS, PIPELINES, DITCHES AND CONDUITS ON, OVER, UNDER OR ACROSS THE HEREIN DESCRIBED PROPERTY, EXISTING FOR THE PURPOSES OF INGRESS AND EGRESS FROM OTHER LANDS BY MEANS OF SUCH ROADS AND FOR THE PURPOSE OF CONVEYING IRRIGATING AND DOMESTIC :WATER TO SUCH OTHER LANDS BY MEANS OF SUCH PIPELINES, DITCHES AND CONDUITS. 6. A RIGHT' OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED JULY 31 -19 0 5 IN BOOK 3 PAGE .2 2 8 OF PATENTS RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. Page 2 i Order No. `2I'73743"�� NOTE: THE FORM OF POLICY OF TITLE INSURANCE CONTEMPLATED BY THIS REPORT IS: TO BE DETERMINED EFFECTIVE JULY 1, 1999 AT 6:00 A.M., THE WIRING INSTRUCTIONS FOR FIRST AMERICAN TITLE INSURANCE COMPANY, ESCROW DEPARTMENT, RIVERSIDE OFFICE ONLY: FIRST AMERICAN TRUST COMPANY SANTA ANA BRANCH 421 NORTH MAIN STREET SANTA ANA, CALIFORNIA 92701 ABA 122241255 CREDIT TO FIRST AMERICAN TITLE INSURANCE COMPANY DEMAND ACCOUNT ACCOUNT NO. 18015 WHEN WIRING, ESCROW NUMBER MUST BE REFERENCED. PLEASE HAVE CITY NATIONAL BANK NOTIFY FIRST AMERICAN TITLE INSURANCE COMPANY, ESCROW DEPARTMENT, WHEN WIRED FUNDS ARE RECEIVED. NOTE: GENERAL AND SPECIAL PRORATED TAXES FOR THE FISCAL YEAR 1999-2000. FIRST INSTALLMENT: $4,895.27, PAID. PENALTY: $489.53. SECOND INSTALLMENT: $4,895.27, PAID. PENALTY: $499.53. CODE AREA: 020-011. A.P. NO: 649-020-016-8.-, NOTE: COPIES OF THIS PRELIM WERE SENT TO: NOT APPLICABLE PLAT ATTACHED/SB Page 5 Feb 22 01 08:07a Brad McGee (760) 772-5705 McGEE SURVEYING, INC. 73-301 Country Club Dr., Ste. 102 — Bermuda Dunes, CA 92201 Phone (760) 345-3828 — Fax (760) 772-5705 Thursday, February 22, 2001 City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 Re: Pad Certification — World Gym. Pursuant to your request a field survey was conducted on the above referenced project to determine the vertical location of the building pad. The above mentioned was found as follows: LOT ADDRESS PAD (DES) PAD (FIELD) 8 46-760 Commerce Ct. 66.50' 66.5' Sin ely Way'e A. McGee L.S. 5479 LS 5479 �• E p.2 ?t;r. Johnson. & Nielsen Associates SCarl B. endH�hnson Nielsen Per T. Ron Consulting Structural Engineers Wen Y.Lin 647 North Main Street • Suite 4-B • Riverside • CA • 92501 • (909) 686-5122 • FAX (909) 686-6752 Lonnie P. Mount Los Angeles • Riverside • Steen T Thomsen g Irvine Jackson K. Wu June 19, 2001 J & N Job No. 7-006 Mark Valentino 44-267 Monterey Ave, Ste B Palm Desert 92260 Re: World Gym La Quinta Corporate Center Highway 111 La Quinta, CA Dear Mark, This letter is to serve as written confirmation of the complete framing inspection I made at the above address on June 19, 2001. Based on this visitation, it is my opinion, that the complete framing is in compliance to plans and specs. If you have any questions, please feel free to call. Sincerely, -� - --- QApfBiSfQ� R ;+ NO.383� Lonnie P. Mount, S.E. EXFl 1-2 -4 JOHNSON & NIELSEN ASSOCIATES Consulting Structural Engineers cF CA�� E:\WPDOCS\0-FORMS\INSPECTN.LTR\FRAMINS7.006 C:\WPDOCS\TEMPLATEUN•LTRHD.DOC • Mach 24, 19" • Rcvlslun 3.0 i m S n m 0 1 /4" GUSSET PLATE 3/16 . lk MARK B. VALENTINO A.I.A. ARCHITECT 44-267 MONTEREY AVE.. #B PALM DESERT, CA. 92260 (760) 346-3155 (760) 346-3155 FAX. Cl2x20.7 � k'- TS4x4 LEDG ,_ I TIE / 1/4 V 12" I 1/2"x10" 4 _ _ KNIFE PLT. Aft,,"-N- 12'" 2-#7x16'-0" DRAG BARS 5 REF: s-3 ��oQRpFESS/pN9l� JOHNSON & NIELSEN ASSOCIATES EONolE3804UNT 2m JNCONSULTING STRUCTURAL ENGINEERS a Exp' Date 3-31-04 rn 647 N. Nan St. We 40. Riwside G 92501 (909)686-5122 9TF OF CALF PROJECT TITLE: A "NEW" WORLD GYM IN LA QUINTA, CALIF. JOB } 7—m SCALE : 1'-11—w DATE : JUNE 2001 CHECKED : L.M. DRAWN : A.O. SHEET N0. RS-2 OUTPLAND E0TECUNICAl7; FOUNDATION ENGINEERS AND MATERIALS LABS GROUT SPECIMEN FIELD DATA (ASTM C39 & UBC 24-28) Client: Lion Heart Construction Project No.: P01010 Project: World Gym Location: La Quinta MIX DATA Cement Type: V Cement Factor (sk/ey): 6.0 Supplier: A-1 Aggregate Max Size Agg. (in.): 3/8" Mix No.: 60503P Admixtures: Mix Design Strength: 2000 psi SAMPLE DATA Sample Location: Interior wall - north wall (easterly 2/3) - east wall (northerly 2/3) Building store front 21'-25'8" ASTM Measured Specs• Method Contractor: Robert Taylor Masonry Slump (in.): 8"-10" C 143 Truck/Ticket: 1644/160637 Air Temp. (°F): 95 C31 Date Batched: 05/21/01 Mix Temp. (°F): 76 C1064 Date Received: 05/23/01 Air Content (%): N/A Sampled By: Dave Kretz ASTM C1019 Batch Size: 9.5 C1019 Submittd By: Sack: 6.0 Curing Method (48 hr.): Field ASTM C1019 Water Added (gal.): 40 gal. Lab Curing: Cure Tank ASTM CIO 19 Time Batched: 9:59 AM C172 No. of Specimens: 3 ASTM C1019 Time Sampled: 11:15 AM C172 Time in Truck: 76 min. C172 LABORATORY DATA Laboratory Sample No. Sample Test Date Sample Age (days) Dimensions Area (s -in.) Ultimate Load Ohs) Compressive Strength (psi) Percent of Design Face 1 (in.) Face 2 (in.) 904 5/28/01 7 3.63 3.47 12.60 28,200 2240 905 1 6/18/01 28 3.67 3.78 13.87 43,200 43200 906 6/18/01 28 3.65 3.75 13.69 42,000 42000 Average 28 Day Strength (psi): Specified Strength: Date: Reviewed By: 780 NORTH FOURTH STREET • EL CENTRO, CALIFORNIA 92243 • (760) 370-3000 • FAX (760) 337-8900 79-607 COUNTRY CLUB DRIVE, SUITE 5 • BERMUDA DUNES, CALIFORNIA 92201 • (760) 360-0465 • FAX (760) 360-0521 5725 KEARNY VILLA ROAD, SUITE L • SAN DIEGO, CALIFORNIA 92123 • (858) 4674900 - FAX (858) 4674909 OUTI-I LAND E0TECNNIC4L = FOUNDATION ENGINEERS AND MATERIALS LABS GROUT SPECIMEN FIELD DATA (ASTM C39 & UBC 24-28) Client: Lion Heati Constriction Project No.: PO1010 Project: World Gym Location: La Quinta MIX DATA Cement Type: II/V Cement Factor (sk/cy): 6.0 Supplier: A -I Aggregate Max Size Agg. (in.): 3/8" Mix No.: 60503 Admixtures: Mix Design Strength: 2000 psi SAMPLE DATA Sample Location: Store front 5th lift to 21' west wall (southerly 1/3) north Nvall east wall ASTM Measured S ecs. Method Contractor: Robert Taylor Maisoiuy Slump (in.): 8"-10" C 1..43 Truck/Ticket: A027/160287 Air Temp. (°F): 75 C31 Date Batched: 05/16/01 Mix Temp. (°F): 66 C 1064 Date Received: 03/18/01 Air Content (%): N/A Sampled By: Dave Kretz ASTM CIO 19 Batch Size: 9.5 C 1019 Submittd By: Sack: 6.0 Curing Method (48 hr.): Field ASTM C 1019 Water Added (gal.): 10 gal. Lab Curing: Cure Tank ASTM CIO 19 Time Batched: 6:46 AM C 172 No. of Specimens: 3 ASTM C 1019 Time Sampled: 8:00 AM C 172 Time in Truck: 74 minuteS C172 LABORATORY DATA Laboratory Sample No. Sample Test Date Sample Age (days) Dimensions Area (sq-in.) Ultimate Load (lbs) Compressive Strength (psi) Percent of Design Face 1 (in.) Face 2 (in.) 891 5/23/01 7 IS 3.71 14.10 28,200 2000 100+ 892 6/13/01 28 3.7 3.80 14.06 53,600 3810 100+ 893 6/13/01 28 3.8 3.70 14.06 5OAOO 3580 100+ Average 28 Day Strength (psi): Specified Strength Date Reviewed By 1 111 'WWWWRUVE11PRI 780 NORTH FOURTH STREET • EL CENTRO, CALIFORNIA 92243 • (760) 370-3000 • FAX (760) 337-8900 79,607 COUNTRY CLUB DRIVE, SUITE 5 • BERMUDA DUNES, CALIFORNIA 92201 • (760) 360-0665 • FAX (760) 360-0521 5725 KEARNY VILLA ROAD, SUITE L • SAN DIEGO, CALIFORNIA 92123 • (858) 467-4900 • FAX (858) 4674909 Tom Tisdale Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning .;. Beaumont Calimesa .• Canyon Lake 4. Coachella Desert Hot Springs Indian Wells Indio Lake Elsinore La Quinta 4. Moreno Valley Palm Desert 10 Penis Rancho Mirage .;. San Jacinto .;. Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Tim Venable, District 3 Roy Wilson, District 4 Tom Mullen, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 2 0 est San Jacinto Avenue • Perris, Ca i omla 92570 • 909 Fax ( 940 0 August 16, 2001 Y City of La Quinta Building Department Re: Fire and Life Safety Clearance SDP2000-672 / World Gym The Riverside County Fire Department is granting a fire and life safety clearance for the Group B/A3 occupancy known as World Gym located at 46-760 Palmers Court. Respectfully, FRANK KAWASAKI Chief Fire Department Planner Walter Brandes Fire Safety Specialist H:%PETWPDATAI AQUINTAIPROJECTS%FINALS%SDP20DD472.doe EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2^d FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 M l' City of La Quinta Developers Project Approval Form Prior to the issuance of Building Permits for the project listed below, the following Departmental clearances must be obtained. Please return this form to the Building and Safety Department az X gfter approyal. Contact applicant for resolution of conditions preventing or delaying approval.. Project: 4�760 Commerce Court (plans in Bldg. Dept.) World Gym Applicant Contact: Lionheart Construction - 760-322-1553 Application / Circulation Date: Date Ui Community Development Department Christine Di Iorio, Planning Manager Public Works Department Steve Speer, Seer. Engineer Building and Safety Department Butler, Building and Safety Department Manager Health Department Fire Department Schools Fees Paid Date Date Date Date' 7-1-v o Dat Date Cio of La Quinta Developers Project Approval Form Prior to the issuance of Building Permits for the project listed below, the following Departmental clearances must be obtained. Please return this form to the Building and Safety Department mdy after an rn oval. Contact applicant for resolution of conditions preventing or delaying approval. Project: 4(760 Commerce Court (plans in Bldg. Dept.) World Gym Applicant Contact: Lionheart Construction - 760-322-1553 Application / Circulation Date: i Date Community Development Department �h lsthw't''Yoro;�Planning=Manger Date' a � v �-eLs Public Works Department *k..4 4.,A.�- CO V Steve Speer, Senior Engineer Date Building and Safety Department Greg Butler, Building and Safety Department Manager Date Health Department Fire Department Schools Fees Paid Date Date Date v Larry W. L 41919 Skywood Drive Temecula, CA 92591-1877 ang,AE. January 24, 2001 Mark B. Valentino A.I.A. Architect 44-267 Monterey Avenue, #B Palm Desert, CA 92260 Re: A "New" World Gym La Quinta, CA Joist Calculations Attn: Mark B. Valentino PHIfX — (909)50&- 435 Ole r ?tev COA4 LQv � CT L QUINTA ETY DEPT.EDCTION F 5Z-C .This letter is to certify that the Joists on the above referenced project have been designed in accordance with the latest adoption of the Steel Joist Institute specifications. This further certifies that the design calculations have been reviewed and reflect what is shown on the Structural Drawings dated December 2000. If you have any questions concerning the above please call. QRpfESS/0Nq Respectfully, �( W. F �qy yc aw P-"49 Larry.W. Lang, P.E. J,91F r fv i ``0��,� CA T Aor-18-01 09:32A JOHNSON & NIELSEN ASSOCIA 909 686 6752 _ P.02 A*l.Apr 17 01 03:26p Lion Heart Construction 790 322-1503 p,l d Apr-17.. O1 1 O : 06A JOHNSON 8, N I I:LSEN ASSOG IA 909 686 6752 R►� I6 Of 04:05p Lion HOOPt Construction 760 322-1503 P-01 0.2 COPY: DANNY CRAW FOR D u0m mm"T axwmucfmm =4UM TM RWlRMA'n0W ptn In: 0 /o DATE:/iGlo / p!t®J zr! WoR L.Q.. M - L A Q �.Tn �Ts4eCA, DATF lNF0MATtW1!EgVWjp f//B/o/ OVl�A1NA77[3#1 Erna tare r•.." p��A,sE CoN F� RM S f S T ,t S /lcc.e� ��►61L TQ- E- r�uJ? rirE roo TriG G oti co j.,ev wi tsn,F SEc�� " Fvo 7-rnf, G,-�""� FROM roP vF FOpT.Z'Ner L.Z1+Jf ArJ O DRY 05wE!_ OvE"S -Mw_ f0 FoaT rN G whscN �sy s .4PPRoX. 1Z 1'N70 C,0,rPE rHu s CRICIP rAJa- A eECTi&v4r,4 0 sawPL X �t.f L.r •�G,E ,mac o Tr•v� Fo.e TW.L.$ PAO fl,07X IG. (SEE ArrI1C-M-Eta" G LOUDAD AREA !i<GtiA2lMR � .. iDAME �9�mi Gy�'g6rYN�.el�a wr, CwW aanaaq cyvosiv� fOlrtt�M Masi � as�7Jl lAi m L: 0 r U) rs 5 cu IDo m cv c o m TYPICAL THRU-OUT V CONC. SLAB ON GRADE < H C W/14 6 24" o.c. E WAY u 0 DEPRESS AND OP PER V) CRD BM. ARCH. DI 2 (A E TO F & BT A. z b/c I w c0 V) u -1 W 61 w L )!!1 ALL 1 z 40, ca Xc z V) _j 1 z 0 r) iAtL TING M o 4- 0, X30 X3. I Toirl #4 M 00 L N X*66-rsme- ool!IL Lf.P RPFRO;;. it" v Fa o/c tk 10 r ,. 2.0 r - - .i :111: 13 .. .......C.... . ...... CONC. ILO'K WALL 0 16* o.c. EA WAY j I IUf ALL'MJ.S SOLID R. F. I. IF o14 P. 140 N0,38M EV. 341- : qp OF *ALL tOOTING L 16x24 DOWELS WELDED I TS C O SIDE OF- COL -4 —1 — T— 3 1 / 0 16 O.C. 3 0--I 0 I 60 CONC. BLOCK WALL 11 1 /15 0 16* / MM rT Al I o.c. EA. WAY I rFLLS SOUD , I I J� `kM-lJ WALL FOOTING Apr-18-01 09:32A JOHNSON & NIELSEN ASSOCIA 909 686 6752 .4* Rpr 17 01 03:15p Lion Heart Construction 760 322-1503 Post -it° Fax Note 7671 Data 4/-/JL 0/ pa�EE► 3 To CoiDept. From . Co. n /7 Phone N )eFI olo v(oia " Fax N 74n- _ / Q - Fax p P.01 p. 1 COPY: DA1044 CRA w Fo4A LION HEART tygerliT[ ucnoN RE�U FOR MFORMATION (R'n RFI MUMMER: 01 ?- DATE: l l o bb I PROJECT: W o fZ `O Cr Y M- LA Q u s M T4 c l9 INFORMATION REQUESTED FROM: T= N+ 14(JF F P4* f%) DATE INFORMATION REQUIRED: g I I a 1 O 1 INFORMATIomREoESTED: PLEASE CON F.TRM TNA r T MBE, TER m %% j os"r USED t N 9, F. _ . lw 00 Z •fig uNOEIQ 57000 Sy teov To MEAN `` UZLT 2N rNF- GOaTRoL$I forNT AS wI1S 1�3 F.TEL p, TN3 S 7EkM Ct,RRt F tC-►Tzwv w4S R E Q v f-s T C-Q. 13-Y- GS_T Y snJ S PEE c,Tc iC . PLY: � 1/ K 304) ! 0iR 3.91. W4 301 L%ff TA19QUrrZ CALWUK-WA14-%=109. PALM S MUM, CAI.11 VRMA9=2 MG) 'LION HEART CONSTRUCTION, INC. 3001 E. Tahquitz Canyon Way, #109 Palm -Springs, California 92262 (760) 322-1553 (760) 322-1733 Fax TO C.Mlr to of LA Q usruTA 3 UiLQ=P4 Cr 4 SA9LE T � Date ( O Job No. Attention D&jis2?Cj—?— Re W 0 XL 0 (ir AA WE ARE SENDING YOU Attached Under separate cover via the following items _ Shop Drawings Prints Plans Samples Specifications • ,Copy of letter Change Order other R . / • e- • 15 COPIES DATE NO. DESCRIPTION R- F. xi - o 3 wta A D THESE ARE TRANSMITTED as checked below: For approval _ Approved as submitted For your use _ Approved as noted _ Resubmit copies for approval _ Submit copies for distribution �s requested Returned for corrections Return corrected prints FOR BIDS DUE _ PRINTS RETURNED AFTER LOAN TO US REMARKS TOXES & A RE T m E R • F• L1 S T04r AAF ..Awwral) .- 4 Tb pAorE W E tU! 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Ay M NUMBER: 0n 2_ DATE:.S PROJECT: iJ.Joi2 LD �_T `]�✓"1 -- / A © U2N TA INFORMATION RE(lI CTFn >: onu, j .- ,tw LI . , t .vr a ) DATE �i1IFf)1! MA TTn*� D r. nr r•r....� ^J /' w i ... t X 00 r ./• ) � '/ Q. C . TV L C w nwr �.- nr_rt _• •. I•�+G�'C� �lEi�`I[,a;., ��i4ti`•,....,� Jor�►T.r ;cr �_,,' ".�..�. i� /4QT• C 0 V_4vA\ l rJ N0.3W4 l EXP.3-31.2004 IN 3001 EAST TAHQLgTz cAPKOM txsu _ - DATE • rwi.fi UMMG, CALrYORMA 9=2 (760) 322-1333 rM) 322-1733 F" __Apr-02-01 11:46 JOHNSON & NIELSEN ASSOCIA 909 686 6752 -Star 28 01 02:08p Lion Heart Construcrion 7oi, occ LJVJ P;04 r•a " LION HFART COMMUCTI #ON REQUEST FOR INFORMATION �n RFI NUMBER 0 O 3 / DATE: 3 / 27 /01 vunrt+rT- f L)r,2 LD C� c}21V !_-4) C.!t r�rr�o w � •.•r�r��i n r. nY Y..Y+Tr•Y� .w i._ . � � .►w � �� G t .1.i A /i� u�a'vrv�wnaav�• a�\(VLJIGLI•iIVM: V i. I�� n•T/` t\TAIA\ik—ITI Y.Y www_._M L/11L U`�rV1�lY1H1111Pf l�>;�jL12(I.I): J --;I 1 / ■\TA►►\ / 1 MYaY .'.. _+'MIMm <i Y /•' I .. T LI T" 44- IL e. DF TNA tt AJT .c.... EET` T/'►7— C..*4L 5 t=u� om-. �1�.I. Sli S-`{'. . apt• R -7- F K G-;� A REPLY: �vY vN N r' r-.� l . ocP �t-204 ATURP D qra W! LWn T4M"U Tf f` WWeM ww v. _III :M 9..y.•... �nWr,. CALWORM& ► y1i6i 06h iii-lSW P" 3=1733 FAX Apr-02-01 11:46 JOHNSON & NIELSEN ASSOCIA 909 686 6752 _.,Mar 28 01 02:08p Lion Heart Construction 760 322-1503 P:05 p 5 LION REART CONSTRUCPiON REQUEST Folk NFO R M A noN roan l� a) RFI NUMBER COY DATE: PROJECT: ( iJ g R L D Gr `?►r"1 — / R ( vs N T.4, C4. i1YFQR_MATif1N Awny1cc � r�i� JM; 1:r c r; ti a A i nATx iNpYln.'•rrnt.i nr. I�AEL: V v I wVA v.acfaaV LN pr. WFl1QMATivi: '.vrr��J_ t F.9L s UO Av f r,,2 Al 7?514 T 7WE iU o rE O N 5 A'z 6 r 4.5K .rN J L. '%-%►.0 S /y ^T.•s � :►ce.. rj 01wJ LiDE Ti}2/_ fojnQ �w� �A f40&Aj THE FopT tN(r raltis i�OtsREO. REPLY: ; r e ^NO -A .1:44 j. .} 9_" u; Rl i_ki T y VEvfs �f 21 1: 4A _ e . v 14'o", ..I If P le v ;;r: y'A `@ e sO e3U4 1 L^ I e T � N GTLR_ DATE 3001 EASt TAHQMZ CANVoJl W X. SME 199• PALE( WfUM . CA[ 1PLn1Nie u�,c+ nm....... Apr-02-01 11:47 JOHNSON & NIELSEN ASSOCIA 909 686 6752 P.06 Mar 28 01 02:08P Lion Heart Construction 7.60 J22.`M03 P.5 .• !i,Wjdmllr low Jk LION HEART CONSTRUCTION REQUEST FOR INFORMATION town P-M NUMBER_ D O S DATE..: 3 / Z -7 /o ! PRnrFrr: f C) o;2 LLD CT `� -- L � OX AJ Ti4 , C 4 Mix" LMriTivi� WnT *cerr.r� .-....... a Li �i G F IY) A A-)KuGJ t G1J CIIVM: V y %r t .. T%A'TC T'LTCAw1I ••r.r/��t wr.�r•.w....� ? I ^7 I► I vsILar: uNs iRM 1iV1Y REQUML D: TATI nyb ATT/1u DEOVEM : 1. v cc>o... say G-- W -r D7-N .L .S 2 0 ' ° A'S sr l.4.,J,O+5 �ocJ2E. D . (jiG' i��? its.; '" �' " i►i•TFiti �;plb'�at..� l! rJ�. ��.1Y,.v.4iTS:� tN �OcEasn�. I r Y 1V�/✓�i; j�, _ Ui1 /� -. �✓ .' E 6'"' r1 Q IN f tJ 00-=4 w gal EXP..3-31.2p04' !ul � O CCALF � r - � SIC TUBE LA1L Mel j rQT T rrA��4 n A•••. �•••:.:.: pia. 3i;9M W0. PALM sii , . CALD VKMA 9=2 (7W) 3n.13W (7M 322-1733 FAX ^..Apr-02-01 11:47 JOHNSON & NIELSEN ASSOCIA 909 686 6752 P.07 •liar 28 01 02: 08p Lion Heart Construction 7ou 32.2= 150 3 ak C- .i._- Alupwalm. LION ID ART OONSTRumm REQUEST FOR MFORMAION Rn NUMBER DO 6 DATE: PROJFCT; (X)oR LD CS'Yr''I — Lft c L)Xry tl+-) L, WFO MT-1n;J o EQ Tr�va.a TL IE . r+.....: 1 . oLA u nL r.rVm: V.A. i' utsi� u�rVAihtllLVtrllULx):Ll: .J/ Jv, v J 11►1i AD 1A A Ti/��I e�rA>r sr -ram+..- �.� . 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Ll , , z .� a n,,1 �.�.........__' to V/' r i-I 07 I DATE ii11Fn� M A 77AL7 r�� r,r...-.. ? / •7 / n�nanasr�n �r ram... nr C.OAU Prk M TffAT GRO v T L L3Y�.7, �,/.al s P MOrNIQ\ y I EX 00. 1 1, \�� tel: lI -f%ram% 10000, 6dCNATURE JBO! !AS(TAHQl11TZ CAIiYO,Ot.YtAy, yLMM 109, PALM s~•M . � •w�.a2Z-u55 (i�p) 322-27i� PAx' Apr702-01 11:48 JOHNSON & NIELSEN ASSOCIA 909 686 6752 n n Nor 28 01 02:09p Lion Heart Construction •O.. P.09 v_ a Xw OF I__ LJON timer commumom REQUEST FOR INFoNATIn11T r� ttn IM M-M- DER-- DO DATE: 3 ? -7 /o I L14FOn un s•crnw; n 1p.,r-nrrc�rr,. e,.aw l — .... Ll , c c A4 a /U a:.a a a:t� r- AVlrl: V j- I • • - - urn ■ a% aria' i1JF(1RMAT,T W 0cnrrre•rr.v.. 01 EA CC C ,Q fX R-, 7W 7- d i/ M E'rA L DEC-9- 2N G 25 ;20 Gfi • 4..) 0"7+ le GA. A 5 /UC•iED aN. c511E4 i -?- . REPLY:- �G.:in. i ��.- t_ i.- !•�� A L � �' - � ��C ! r l i L!,9�' ' r F !/•"+ r-v �� -��. �Ap �Q r+.j•c%r F:/iN�• Imo. :/Pl�..r r •c_r j ;g 01vcVA L VMM DATE 3001 BAST TABQUITZ CANyC"Vj". SUrM !0➢, PALK 9Rt1NC.. CA1.fpURP11 s oi�� rr_+�3Z:-' �:�. i •wnsi3-i'i-ai pAX Apr-02-01 11:48 JOHNSON & NIELSEN ASSOCIA 909 686 6752 P.10 Mar 28 01 02:09P LLCM Heart Cat%struction '!bu ;3!i-i7y1g, r' .— At� 7 -) LLON HEART CONSTRUCTION REQUEST FOR INFORMATION (RFi1 P.R NUMBER: 0409 DATE: punEc-r LL7 T1tCAD Rd�l T tAtJ D CAi TL' C•T{. T L•tf A*I• I T M �! V / F7-7 !T / � up►T£ urrvntvu+ii0rl nEtivuOu: .� ✓.. � 1u FORMA•1. N Q1:F1i-1>:c pL EIS COo fFiR^ l7i,+ i 2!r Xj fjLLow�3�c -r—o OSF- SET Z? EPaxy G.P SETTrNGr !�E L3f}/Z AT MhN j>OCK OP4A)X:%Va-.'e;? `.v p o 0 REPLY: .,-AUtP�� A 0 �J -0; SIGNATM DATE and P� �Qr TAsm"TZ ^.A":Yam WA xl,, W.:z ml'!M:oi arrow CMMORlYlXM" (7614322-1"3 (4901322-1733 FAX Mar-29-01 15:32 JOHNSON & NIELSEN ASSOCIA 909 686 6752 s, 1 . Y P.01 Johnson & Nielsen Associates Cut D. S.oel". n Nielsen Pee T. Ron JN Consulting Structural Engineers Wen Y. Lin 647 North Main Street -Suitt 4-B • Riverside • CA • 92501 • (909) 686-5122 • FAX (909) 686-6752 Lonnie P. Mou.11 Los Angeles Riverside Irvine Steen Tnomscn lsrckson K. wu March-28 2001 J & N Job No. 7-006 Lionheart Construction FAX 760 3221733 3001 East Tahquitz Canyon Way #109 Palm Springs, CA 92262 Attn: JimHuffman Re: World Gym La Quinta, CA Subject: RF1009 - missirig..footing dowels at door into electrical room The missing jamb dowels-frorwthe foundation can be "repaired" by drilling in the missing dowels. Simpson epoxy adhesive, Simpson Set 22, should be used to glue the dowels into 12' deep drilled holes. Instalkrtior rshould be per the instructions provided by the adhesive manufacturer. If there are any questions, --please contact -us. Sincerely, Onn�ie ePMount Vice President cc: Mark Valentino WA7-006UTTERSWID09. N0.3334 EXP 3-31.2004 s C IW M7OCSSTEMPLATiVH-LTRIID.DOC • MW. 24. 1 W W• RMtbn 10 A3 - ,, ' - x rk_ OUTULAND _ EOTECNNICAC: FOUNDATION ENGINEERS AND MATERIALS LABS April 25, 2001 Lion Heart Construction 3001 E. Tahquitz Canyon Way 910 Palm Springs, CA 92262 Attn: Stanley Asaro Subject: Special Inspector's Report Reinforced Masonry New World Gym La Quinta, California SGI Project No.: P01010 Dear Mr. Asaro: Attached are special inspection reports for CMU wall placement at the gymnasium building. The inspections were made on April 20 thru 24, 2001. The inspections have been made in conformance to Uniform Building Code standards and indicate that the materials and work conform to the project plans. Please review th5 inspection reports and contact our office with any questions or comments. Sincerely, Southland Geotechnical, Inc. Jeffrey O. Lyon, PE Principal Engineer cc: City of La Quinta, Building Department Robert Taylor Masonry 780 NORTH FOURTH STREET • EL CENTRO, CALIFORNIA 92243 • (760) 370-3000 79-607 COUNTRY CLUB DRIVE, SUITE 5 • BERMUDA DUNES, CALIFORNIA 92201 • (760) 360-0665 5725 KEARNY VILLA ROAD, SUITE L -'SAN DIEGO, CALIFORNIA 92123 • (858) 467-4900 SPECIAL INSPECTION REPORT OUTI-IL4ND REGISTERED INSPECTOR'S DAILY REPORT EOTECNNIC47 PROJECT NO. FOUMnAnON E.".E.. ANo Moreau. L.es QCDA MICD I DATE 4 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. �' REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS �-+6o M M EPC.F_ c-r A E _ _ BUILDING PERMIT NUMBER 1 PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT Q . VA LF O i CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER o �JSo IJIE �SSoC, DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) GENERAL CONTRACTOR Lt,otJ HEQtz.T lQ T. CONTR. DOING REPORTED WORK o i'A LcL �S OI,J 2 LAB. RECEIVING & TESTING CONSTR., MAT'L. SAMPLES "PEE V-M LA Dd a:>utJFS ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT: AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & ]DENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. IZFr #'12 2' M r:zv t r= S__rtn- S'f F S r�> raA JCS G s C Tn LS"tA L- f�A l ►.�� T61 -TI �N1 L I o W C 4 ST D. C C fE T /, R- CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. SIGNATU F REGISTERED INSPECTOR DATE OF REPORT I REGISTRATION NUMBER F- NO. 2180 ISSUING OFFICE Apr_ 18-,O1,r.09,:32A JOHNSON &_ NIELSEN ASSOCIA 909 686 6752 1Apr;'�7 OI-�03e26P Lion Heart Construction :760 322-1503 Apr-17'*01--10:06A JOHNSON & NIELSEN ASSOCIA'909 686 6752 RP- !6 01 04:05P Lion H**rt Conttryction 760 322-1503 Copy; P, tx-rwm RZQ'Mn FM OfMIRMeraOM OUT) m NUM13FR. 0 /G DATE: '///G/0 / PRO.*Fcr: (A.)OR LO G YI"7 - L l _ -P.02 P. ! P.01 0.2 DAV0 K�F-'TZ. D(F0 MATION REQJWc1: .�rM /yuFF�-►AN DATE INF0P ATiOit D. 1014A.5E Co N F.rR n'1 .Z F z T X 5 RE: )�:)OuR 7-,#6 r'oo TtjV Cr o nj Cocv,-i ov i F00 T IN &4 ,. �J f/ZOi"j To P v F Foo rrNG L_t,UE Ar-) D DRY powEt_ rN?o 7-AE OvE"S -A6w- ED FooTx^tG 19PPRoX. 1Z .s'N -0 c,.uE.PE `op Tt'�G SNou�-!� .ate, THus cR6r9 r�1G /9 .eEGTi!1vGC_E4 SI✓At /pE Xj�i� �! LARGE F� 0 7-.t'•v FoR Ti�`.Z s PAD (SEE ArTAc-XEU Ctrot/04D AREA Oems- C , . PFE3S/p,��•� FRL c7 No.3834 C EXP. 3-31.2004 N � r OCT F OF CA��F� 31" wT T Ads CAh'CCK WAIL, 0,,,jZ2 t,a. ➢Alit aa9$Cft A f,.. • f" =:-1 11 eft" M3-37" FAX M . I ! —i L- 4, J 0 I I 4 4 aFl, I I I �' aoTzN� i I� Q .. .................. r -I .7v a �o F. IN 5 C, ON't FESSi in L-P N P. MOGti �Q ID NO. 3834 0. EXP 3-31-2M 00 %p 0 C -T TYPICAL TliRU-OUT 0 so-1 I OF.0 Q 4" CONC. SLAB ON GRADE H C W/14 6 24o.c. E WAY u o lzi DEPRESS AND OP PER lu 1 IN 0 40 ',RD 8m. ARCH. DWG. V) :) < L TO F dot "o, I b/c I c Lu 0 V) u -i UJ H L PlU WALL z X c Z 0 V) z L i L IONIC. GRD. 8 50OX30 x 5: .0- o9 & M. 4 TOP 00 L • TIES 0 16" o/c i r= I I c� �� Dye CL < 4o .... ........... kid e. 8* CONC."-fiLock W ALL /,15 0, 16* ox. EA. WAY F rOOTING GROUT All CFfLs SOLID -17 -Lj -L:Lj T F- - 2 16x24 DOWELS WELDED I M--SIDLOF TS COL 3 0 16' o.c. 3'-0" _T_ + 60 CONIC. BLOCK WALL 1 /15 0 16" o.c. EA. WAY WALL r,Pnl IT Al I rFIlS SOLID V FOOTING App-18-01 09:32A JOHNSON & •,NIELSEN ASSOCIA 909 686 6752 P.01 ~ T R r 17 O 1 " 03? 15 _. . t •, P P 1_ i on Heart ConsP. truction 760 322 - i 503 s a ., GoPY: DAVID 1CR6t. Post•tt• Fax Note 7671 Date �YSL Q pa y► 3 To F " Co. CoMeD1• Phone r ?PFr 0 t: D/.2 Plwne r Fax r Fax o cx 71l7a.e.� Y�Xt-sc RF.Q= FOR INFORMATION cRFn RFI MMSE.R:: 01 Z. DATE: 1 1 a 1 161 PROJECT: W O R L.O G M- LA G� U= nJT� 7 G f} INFORMATION REQUESTED FROM: t-= tl PU F F M fk /J DATE WFOPWATION REQUIRED: � I , a , 0 INFORMATION REQUESTED PLEASE Co N F-3'R M TPA 'i T M E TEA m %%EX�'�t15znN J oxAjT' u sf-D r rj g, F. L . qtr 00 Z, X 5 V N 0 E k S To 0 0 3 Y �0 v. To M E-A N 1CON TIZOLIt jo=NT AS LOA S I3U2 LT IN T'NE: FXEL p, TNz s TEi2M Gt.A►Zz F SCfiT2oJV w�4S R F. Q U 1! S T E Fl. !3 G.g.T Y SN .S PEE C,TO %� • i �� li PLY: rrltisaN� � �`C/.��11: -r ��/!•.�f + �i'�Mr;. ,?if• i � 4 Sim.-,.Z t? N0.9834 EXP. 3,31.2004 v SIGNATURE 3001 L4Sr TAHQkTiZ CAP(YG0LWAY..SU=109. PALM SARIliC. CALXP0 K A 9LUl (7f0) 32l-] SS] (7") 721-1 OF C ff�SPECIAL INSPECTION REPORT 4ND REGISTERED INSPECTOR'S DAILY REPORT OUTNLAND_ EOTECNNIC4L T PROJECT NO. OUNENOINlER9 AND MATlRU1L9 LA99 DATE 4- 2 22 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS CT. I E S&I tA L .Q.axLmq BUILDING PERMIT NUMBER ^ 11 I PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT -�- ALA �1-T't �f o ,a T,4 CONSTR. MAT'L. (TYPE GRADE, ETC.) TDESIGN STRENGTH I SOURCE OR MFGR. ENGINEER 3-c>w I E L..,;, ,%S s oc DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) i GENERAL CONTRACTOR LtoIJ W F•A T 16.4 ST- g '-, taut IG C" U CONTR. DOING REPORTED WORK LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. - S G M 1✓ r__3 L. I i r 1 I � 1 A L S O S L I �T' S _ m I TI%IZ�oTZ /�. COLS f T ST ALL,. E S ��15i Ervt?��S CERTIFICATE OF COMPLIANCE I I declare under penalty of perjury that I have read this report and know the SIGNATU F REGISTERED INSPECTOR contents tthtereof; that all of the statements are true and I that know of my own =��o personal k--)owledge that the work during the period covered by this report has Z 1 = 1m8�1s� 'oT been performed and materials used and installed conform to the duly approv- DATE OF REPORT REGISTRATION NUMBER ed plans a: -Id specifications thereof. �yyPsto_C)yt4es ISSUING OFFICE F- W. 2100 �. .a..�e; n„� �.5�'•.�env:,�"+��e�.Ks�':�:,. ��•ri r. •.ria%,:i+'. SPECIAL INSPECTION REPORT OUTNL4ND REGISTERED INSPECTOR'S DAILY REPORT EOTEC 4NIC4L 4 PROJECT NO. FOUNDAnoN ENoiHeens ANc MA7LtuLs LAB9 DATE 'Q Z4- eD!I- COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. 4ErREINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS 4C, -4(o0 G=vtMEF-cF Grp L. L • BUILDING PERMIT NUMBER 11 '4 PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT M tc-. T3 _ /%L_-r__ O A CONSTR. MAIL. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) GENERAL CONTRACTOR L- I c f_l 0 EA V T Qo 1- CONTR. DOING REPORTED WORK LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES 'E)n 2(A LA A 1>LAQ E✓S ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. 'i VI ( � 1 iiM F47,r 0A---C!>kJL t P �, c_AA -I o - i z � >~ E E T M TSE-T- L o t= o 4.- o ¢-L o (0 (J L TEJ L S D A CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. SIGNATU F+ GISTERE_D_BI SPECT�O ATE & REPORT REGISTRATION NUMBER F— W. 21W vzVAQ r.>A ISSUING OFFICE OUTUL4ND _ EOTECPNIC4L; FOUNDATION ENGINEERS AND MATERIALS LABS May 3, 2001 Lion Heart Construction 3001 E. Tahquitz Canyon Way #109 Palm Springs, CA 92262 Attn: Stanley Asaro Subject: Special Inspector's Report Reinforced Masonry New World Gym La Quinta, California SGI Project No.: P01010 Dear Mr. Asaro: MAY 0 4 2001 PUBLIC WORKS Attached are special inspection reports for CMU wall placement at the gymnasium building. The inspections were made during April 12 thru 27, 2001. The inspections have been made in conformance to Uniform Building Code standards and indicate that the materials and work conform to the project plans or directions provided by the structural engineer (see attached RFI responses). Please review the inspection reports and contact our office with any questions or comments. Sincerely, Southland Geotechnical, Inc. Jeffrey O. Lyon, PE Principal Engineer cc: City of La Quint uildinQ Departmen Robert Taylor Masonry 780 NORTH FOURTH STREET • EL CENTRO, CALIFORNIA 92243 • (760) 370-3000 79-607 COUNTRY CLUB DRIVE, SUITE 5 • BERMUDA DUNES, CALIFORNIA 92201 • (760) 360-0665 5725 KEARNY VILLA ROAD, SUITE L • SAN DIEGO, CALIFORNIA 92123 • (858) 467-4900 lsn SPECIAL INSPECTION REPORT OUTNL4Nr-- REGISTERED INSPECTOR'S DAILY REPORT EOTEC� INI PROJECT NO. FOUNDATIONND MATERIALS LAB. n ' DATE 4=�-L COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER S JOB ADM-WO BUILDING PERMIT NUMBER - 1. PLAN FILE NUMBER OWNER OR PROJECT AME o 12 L- ARCHITECT m A AZ4- CONSTR. MAIL. (TYPE GRADE, ETC.) DES GN STRENGTH SOURCE OR MFGR. ENGINEER T' S (E cDC- DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) GENERAL CONTRACTOR CONTR. DOING REPORTED WORK T- to MoS�! LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES B h]dr> U. Q— ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. E�C_C>c4 T> L I ;T' C-) �- 5 a� A L L CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. SIGNATURE O EGISTERED !NSPECTOR -4:i_v P9S-:1-4-84- DATO OF REPORT REGISTRATION NUMBER Fm ND. 2180 ISSUING OFFICE SPECIAL INSPECTION REPORT OUTN1.4ND REGISTERED INSPECTOR'S DAILY REPORT EOTEC_,NIC4L PROJECT NO. FOUNDATON ENOINEEA. AND MA .,.. LABS L(DIMIDATE COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ❑ REINFORCED MASONRY ❑ PILE DRIVING OTHER J5 �xy col-' JOB ADDRESS O l_ BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT A /.ALE l &JO A CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER So ( S .a S ©G- DESCRIBE MATT. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) v..t S j Z2 GENERAL CONTRACTOR L to Q 4eA CLT C�hIST CONTR. DOING REPORTED WORK T'�T• So Q LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES r_�'U S ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. rz W tEF— 2 T( PEG'- ? Ca ILL C> 3- u AS P E! P_A lJ C.E L"rE-H A r.l li �GT(-` C 1 S T�L ,ITi� P4_�'S - CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. I SIGN A E OF REGISTERED INSPECTOR DATE OF REPORT REGISTRATION NUMBER Fa No. 2160 ISSUING OFFICE . S . OUTUL4ND— REGISTERED INSPECTOR'S DAILY REPORT (4I::r)TP7r1LJl`\II(,NAI - FOUNDATION ENOINEERB AND MATERIALS LABS C PROJECT NO. DATE 3� COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JWDDR SS BUILDING PERMIT NUMBER av;M - -I 1 PLAN FILE NUMBER OWNER OR PROJECT NAME /-�,pAo M s A E_i ,4• 11- �-• ARCHITECT A�-_Ll_ -P,- VA -Fli-I(o .414 CONSTR. MAIL. (TYPE GRADE, ETC.) DESIGIN STRENGTH SOURCE OR MFGR. ENGINEER -T"c:)W I�Kotl 4 DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) CMLAL—L GENERAL CONTRACTOR c7ij CONTR. DOING REPORTED WORK oT3> = .4 L_o r� LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES F,E1z"Ub4 t>L tL1E-_5 ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT: AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. z s S P E- c->z�I Q _ <E�>-(Q_�-FL LAIM� J Jo e + WES AL.-L E27L AT( *�1S L I F-r �S'_ICP) A L Q. j 24 C,eM T r g-714 WAL. S Ll T /ALSO 1 TG Cod /mil-1,S A—AG�IJT Tb AS W A ( rzs -r L_ ( P T ZCIAS ©QC S -r r c) [E T, S SA M S O O_ST� -L.C_- CERTIFICATE OF COMPLIANCE / I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own r;*NrATOR JF REGISTERS I� NSPECTOR personal knowledge that the work during the period covered by this report has8�- been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. is�YL.N t o r� ,- -�_, a W S ISSUING OFFICE Forth No. 21W V.4 7 SPECIAL INSPECTION REPORT OUTI-!LAND REGISTERED INSPECTOR'S DAILY REPORT EOTEa4NIC4L PROJECT NO. FOUNDATON ENGINEERS AND MATERIALS LABS DATE COVERING WORK PERFORMED ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION WHICH REQUIRED APPROVAL BY ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. THE SPECIAL INSPECTOR OF REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS 4,6 TG(Z) M M e W__r,_ CT. BUILDING PERMIT NUMBER PLAN FILE NUMBER L ""' OWNER OR PROJECT NAME ARCHITECT CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH SOURCE OR MFGR. ENGINEER I _TcoC. DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) GENERAL CONTRACTOR CONTR. DOING REPORTED WORK 12�.• Z� c�-t c LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES ITEM LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT NO's OF TEST SAMPLES NO. TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. T)l -W Dn e.t!) Ec--ra DISC r1> T ISSu L td tyl o �T> TS• Co::>LUAA J 'S @ , o S 'I 9 D 1z -= G I SD I IzEc-T I IJ I w1' I T I J� A L-S. o S,Zrf l I 1 V_ t'I Tr_ A ,4 o f S Lg— I FPS J (-A S S` I fZv P� o,~ SEcore-rat MeT-E-AL_s S E� L r-r 5' - - 0 C- ALSO o �!� � AG�-i ►> 12 ocruM 5 or�.� • /a,l.l Gov-`�( Au-�. -� m /A L .C� 12S l F �r ` I J I TE1z Lo fL Q l .L I� A T 2 '15 Y-oL� P c_ac�M EST 5A M F t_-cA`, t.o J5 O 3 Y gtgrO SETS <:I F G E CA`T- Se4ivt L ES , m F n Go c, E h I G fr (t- 414--& - CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. IGNATU • F REGISTE!ELVJOTOR ATE O REPORT REGISTRATION NUMBER �� Fd No. 2180 L t_> t,3E5S ISSUING OFFICE :o.°v.c) Kz ET-2 's ' COPY RFI NUMBER ©� l DATE: PROJECT: LION HEART CONSTRUCTION REQUEST FOR INFORMATION aull) & Y In— 1-4 Q u-zn/7719 � C /�. INFORMATION REQUESTED FROM: Z�ts4 llu i�c M,41V DATE INFORMATION REQUIRED: �11/glo / INFORMATION REQUESTED: pL ,EA-S E- (1 c) N F-.r2 c..)Ec/o w.4511,E25 FbX Y Two ,s.i ,qLL-rRE,4L p L T 5 To Lo c T�Z' N .S13 CK 0 5 S L.�� f�N JJ A--7-€ice L� 5 a � �tiJ o L=IuE- �f5 D.z 5 SG.�S .FJ CJ.z Tif Dffuro T-Z . A LL - 7-1-A::) 5lu REPLY: ,SEE 7,r 4c 4 E D R s SIGNATURE DATE 3001 EAST TAHQUTTZ CANYOALWAY, SLF= 109, PALM SPRING, CALIFORNIA 92262 (760) 322-1553 (760) 322-1733 FAX Apr-18-01.05:19P.J0HNS0N & NIELSEN ASSOCIA 909 686 6752 �A�s �� Kz� rZ 5 Ca P Y . P.Ol FIB CONC. PAD OR FTC.. (E) ANCHOR BC ;OL. 'LAN ALL -THREAD _ BOLT SET SIMPSON EPDXY HESIVE REMEDIAL WORK AT MIS -LOCATED / COLUMN ANCHOR BOLTS oQRaFEss�ati! a JOHNSON & NIELSEN ASSOCIATESLOvnIE MOUNT � CONWNG MVCnA& ENGINEERS JN �o. 3834 o - w Exp. Ocle 3-31-04 617 H. Yan St. Suite Q. (6vasEa G 97501 (9Q9)686-5122 o E CA0 -r-!_ .. — .sWLv OUTPL4ND- FnTFr'1Ur\uC `el SPECIAL INSPECTION , REPORT REGISTERED INSPECTOR'S DAILY REPORT \ NOW � FOUNDATION ENOINEERB AND MATERIALS LABS PROJECT NO. a DATE 2LtD�g COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS 4(p�(p(D �kA M E`T_-C. L_ -" BUILDING PERMIT NUMBER -111 PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT g A (_ 7-1 ki O -r CONSTR. MArL. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER o A DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) sx � (o CgALAs A GENERALCONTRACTOR L loc.1 PF-A?-r c,---,(JST k CONTR. DOING REPORTED WORK o -r = Lo R- MA Soil K LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES 'DLA �S ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. ST L A T1-j1r2-T> LI -- T' l0 4 15m 01 M CoC, 4 L I Pr 65I , -- m: V o Q S H CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. 11AI , sIG141ATUR REGISTERED INSPECTOR Z"G.-ilk} --ic, 1 zit LfnP, DATE O REPORT REGISTRATION NUMBER Fy No. 2160 ISSUING OFFICE OUTPL4ND� REGISTERED INSPECTOR'S DAILY REPORT \ - � FOUNDATON ENOINEEiiB AND MATERIAl4 LABS PROJECT NO. 1CD DATE COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS 4(0'+(vO 'C,:)MMePL.C.F C L- Q• BUILDING PERMIT NUMBER - PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH SOURCE OR MFGR. ENGINEER l-�• So t LLSt� �SScC- DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) 8w ,� -1(.c tA L.A S. T"FA GENERAL CONTRACTOR L_ Io oP__,r T CONTR. DOING REPORTED WORK 122T!=>n-- L- co tr- &A 4 So LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES A ?> LA ki M S ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT: AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. I G A c o S f2 LAUC 7 CtQ) F= r=-T ( t4G W I. NA z l< R o 1 Z OFFS E S c -r i ST r L- o t= s A t✓ L Tkl 1 rz r> L ( FT 1m M .-3 CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. I SIGNA E OF REGISTERED INSPECTOR T-C- O DATE OF REPORT REGISTRATION NUMBER F" W. 2180 ISSUING OFFICE OUTNL4ND FC)TF(`Ur\1lC-`1 SPECIAL INSPECTION / REPORT REGISTERED INSPECTOR'S DAILY REPORT \ - ` FOUNDATON ENGIN8Eg8 AND MATEHIAt.9 LA89 PROJECT NO. A ' — - DATE •l.• COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ LUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ,K REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS 4(-,4GCV ,,,tt-_-r_r_,E CT. A — L. BUILDING PERMIT NUMBER m PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT A r- �. a I_I�t�l'1'•l �o A -T• 4- CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) C M T GENERAL CONTRACTOR L tots Wr_- M--T- (al&:r. CONTR. DOING REPORTED WORK �oT�T• T Leo so LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES S ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. 'I 7---ERG En C:Tb 2- E E _<-) P= --c S t l 5 L_o L. l t ® E s t l 4-1- C-6LC C 4:- AL_,L_ MCA I A Sr— E -n a_& CMtA CoL-A,*.A 3 A Sco 'C-fi I T OT t>. At iS o So i ,�)T ® L_ a �> t� ! Lr z CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. SIGNATURE OF REGISTERED I SPECTOR DATE OF REPORT REGISTRATION NUMBER Fa No. 21W ISSUING OFFICE Apr702-01 11:45 JOHNSON & NIELSEN ASSOCIA 909 686 6752 Mar 28 01 02: 07p . Lion F{ear't construct i 6ii 760 322 - 1 50 F m w.ff IvAk NOW- 0- 3/ Z7/o [)FAQ L•� N N� E � �}TrAL/rL_i% !�/ Ei95E. �'ok ThL , w'oPL f� S),:)0A-) l •�r"vt u�-� ; 7"-'; r 4 fr14 �C Lion Wn^� 3001 Emt Wxpft CaWon on Way # 109 Pcim SpWgL CA 92262 (760) 322-1553 Office (760) 322-1733 Fax i (760) 485-2299 Cekdor _:1+jftr--,n - P+�t M • Liceree 742569 fz�vp �.F�•� i-`� Q vim^—) 7 Apr-02-01 11:48 JOHNSON & NIELSEN ASSOCIA 909 686 6752 P.10 Mar 28 O1' 02:09p. Lion tiea� 'Caelsfruc.tiar+ tau ace-13�1e? r• -•- j— LION HEART CONSTRUCTION REQUEST FOR POORMATION (RM is2.tjToI •+ DATE: 3 I :� /O I 1LTCAD%AATlr%M DCl17TCC-T it CD^%A. - I T ^1 ll Vf FM A/ ) u\L' Vl\l.il1 a awl 1\l,\(v..ua a- J a l\Vl.l. \/ • - U/°► I L 11V 1' V 1l1YlA l 1V]V 1�.t1 U LtCIrL: .J / .:✓ `�'' � 1u�na)►ae 11n�r as:Tarc��r� PL Ei45 �I�d f.�fii1°� -'C lr =L J �.o SErT�ctiG �E L3�4►Z AT MhN DOo,e ONCN.�nicr-� o 7'�N G �.... s..y.� n �N F-o REPLY: .............. SIGNATURE DATE 10-7, FAL:. i 5PRi&G. CALff0R -1A 92262 (760) S22-1M ('160) 322-1733 PAX T..Apr-02-.01 Mar 28 01 '02:09p r JOHNSON & NIELSEN ASSOCIA 909 686 6752 Lion Heart Construction 760 322-1503 P.08 p.8 ,r — of A LION HLkRT CONS" MUMON REOUES'T FOR YNVnlDMA"nu RFI NUMBER: 00 7 DATE: PROJECT: l �J g �2 �. D Y — /_ /4 Q U2 !V TA) C,q INFORWTInN, RFni rV c'rct, row... I ..- wn Li . - -ti1 d A ) DATF. T1yF02>uenu,D�rri;: jk-j v INFnQi�fATiwin nr-eta,.....W [.7 nO Lj 7- ....,...��..�,�. J1CI)• /'-L. �/45 °L L.orU Fr(ZM T/fAT !/[. .4lZE ; a --I- �t ' A I^ -;r- ' RF.Pi.V• ,� P c� NW..as. FXp 3.31-2004 iI v / Op r�►\ir0�� i�`� / W,NATURE n e ra 3001 EAST TARQUTTZ CANYCUmAy, SUM tog, pALy1,._� __ - _ _ • • ` —. � ,., p 322-i3ii fM) 32Y1733 FAX Apr-02-01 11:47 JOHNSON ,&_...-NIELSEN ASSOCIA 909 686,6752 Mar 28 O1 02:08p LionJ.Hear.t:Eonstructii'on. 7v^v 32^c=i503 P:07 P-? LION )HEART CONSTRUC HON REQUEST FOR INFORMATION (RFI) Rn NUMBER: DO_ Co DATE: PROJF(T LT Yr" LA4 Cry c)iry Tr+, `�.if INFO McTif"i nC^vrra•rr-rl% r......., 1 ..- .v, i-! ,G1: NJ AA-) A - X.Y LJ 1 LL n A•rr Mn-f%oa..T..... ut%aL Ll-%rvrsr LiVi'I tcL�jULLCC.l): JI J t 1 MC)D V A'T Inm wr.-jems r -t- r...- !.S l c /1 �- r i'1..� J� r %) ; ,n -r Al d r L. Z.0- U 6-A17- BLOCK. PLY: , ��QPr•��1i�`� ' w c_Yv 3_ 3_ 1 20C4 ! f r% .11 NATURE Dnic w11 rkSt r.an.!Tr.-.......«..... •.. --- �arN -WVG.CAL&ORMA92242 CMG) 322-1M(760)32Z177AFAX _Apr-.02-01.11:47 JOHNSON:& NIELSEN ASSOCIA 909 686 6752 P.06 Mar'28 01 Q2:08p Lion Heart Construc.ti6n 76u 322c=2503-S LION Mm"T CONSTRUCTION REQUEST FOR INFORI ATION RM NUMBER OO S DATE..: r � PRnlirrr• 1 L)n2 LLD Lz'y�� LA ust'\-j voILA A'r;.^.;': :i (lV GJILL CIll./M: `/ y % ! �'G jr M i/i� TATC TITCl1ifl��Tril�rwr�•.-.w ....� 7 I7 % i ai[x a a.: LINE V n.LV" 11V P1 KGItU IKr.1J: ,� / .7 V ! `-'� I >ArsrnQf►,�e rrn*1 a s�srnter..: .mil c -4 F /,. _� cT Q /%4 -rtJA 7—rt .,. ,v�. •�+.yya:�lC.L i Vim'• `,�.. Va.. t,��► s ,00�2E o FLEPLY j G ice" t�:i A✓T /n_G 1L /j' f+��i/j=1� J pt0.3834 " 1 1 , EXP.3a1-2ooa`1 Si1; l r _Y% SIG 'rURE LAIC tM�f�QTT��r`i•a�i�ia►w.4i.aVL4b INN, rni..in sMt124G. C.N.IFORMA 97Zb3 (7601322.15SI (760)12Z177J FAX __.Apr-02-01 11:46 JOHNSON & NIELSEN ASSOCIA 909 686 6752 Mar M OI-OZe08p Lion Heart Construction 760 322-1503 f L P.05 p.5 A. a- �� LION HEART CONSTRUMON REQUEST FOR iTipnR to ATTom lfn17r% lam' JL1 RFI NUMBER COY DATE: 3 Z / / PRnJFrr: t IJ o R L Q C - LfYl/l - / Q o-z N TA ; c � - INFORMATfnW lmrnrr c•rvwN c+.r.... I— ..., l c r� 4 n 7 BATE T?J na*4A rrn'X. rar-r%.--- ? /'7 1-1/1^ 1 _. �... �.. v-vV. a av,N Pr VI J Us'zt): �L) / ,7 v nvs no M A T �nAr n r�s r► err.-, . 7 G Aff /9L ,3 7-NE )U o TE O N Syr- E 7- -T-N Cr Q # 4= .. -o' T N ^ a rr p N 4Sn,e ll/ 'eu .►.t A nJ J t- s' _ D E 7w 2 1_ %� Al c .1 L' r. 47— HOw THE Fool.LNC- REPLY: " r e r�,a ��POiEaS/p�\ i-I i JT\ ! Y K y ✓r...%, ►:. k_t. .•i 1 �F f NO.3834 \1 I Gve .1O..9M� 1 �•.. / .%iATTm4 v-- •...... _ DATE 3001 EAST TAEQUnZ CA.WOOLm4,.y. SLT=Z 109, PALM SPRING. CAVF[Ety 92262 n.n" ,:' :33..-._. -_. Apr-02-01 11:46 JOHNSON & NIELSEN ASSOCIA 909 686 6752 Mar 28 01 02:08p Lion Heart Consiructiori 700 322=1503 P. P,. LION HEART COMMUMON REQUEST FOR M R INFORMATION - (ten - ---- - - - P.H NUMBER O o DATE: 3 / 2 -7 / o ! vrr nr>: rr • f i n ►? L D LT y �'"� — L. �} C� o 2 N Tl+ 1 u:a v+D"jii� i AhN %ji%Z`vr a l CLJ rr um: `/ .s. % i % : ;J !%!7. - r. u• r viurui l tV N tc�t jlJ L10EIJ: ut% i u•ryivv+T1wv REQ!XS ED: T C. c T, G LO T2E S e R.,q AgPa 4.f -z-zv L-=EU Of T/1A eV o.?', d SffE E T r R Trr� a� R o� REPLY: �I / 3 EXP.3.31-2004R5R ATUM T1eT a - — ......,'.: �inii:a., a.�+i.arveti�u sT3di (7CU).>fZ-133J (76of 122.1737 FAX _ .Apr-02-01 11:46 JOHNSON &_ NIELSEN ASSOCIA 909 686 6752 M6� 28 01 02:07p Lion Near,t',-Construction 760 322-1503 P.03 p.3 �A=a LION HEART CONSTRUCTInN REQUEST FOR INVOlDli�r A'rT&-tx- us 1 i Vl IV m� lam;) RFI NUMBER_ 0 2 DATE: ;S PROJECT: JJ o L D (T `� ✓� -- / _ i} © U S rV -r. 41 r a INFORMATION REnirFCTFn rDni,. I ,- l. z .�., d A ) DATE. MFnllL4ATTf%NTim ,...c.yuucr, J: rnDEnnlu�,-ln-T-"�STED: rLLAISF CoN FLRM THi47- c v f: o o �- O. C. / Loc K iIAI - t.- c J-2 - -A r-7 . rn • DT I !-��T��. Ua'i�'-14.a;.. ��f'•4ti::' ..•-� Jo��t7s ;cam � .,1 v'• �-,. %9` ... o ..- 7(A 3 �J NO." �� C EXP 3 31.20W� 5 ATURR "I EAST TAEQUrr2: cAWCd% \dv e.n... _ _ DATE CALr UQMA 9=2 (760) 3'2.1533 r M) 322-1733 FAX Apr-02-01 11 :45_ Mar 28 01-.02:07p r JOHNSON & NIELSEN ASSOCIA 909 686 6752 Lion Heart Construction 760 322-1503 P.02 P•� r LION HYART CONSTRUCTION REQUEST FOR TNFnR M a lrTAW ilVl\ iv tlu� w AL) Rn NUMBER: 00 DATE: •S / Z / /o l PROJECT; (?J Q fZ L D CT- y✓"'i /_ Q �� ry T,4, C -4 WFORMN %%& I _ .� 11, cr � .a nA1;;r\1 11ATE WFC)R,) TAA Sr i.......... 2 1-� v r vvuczL: J -p I TNR(1RMATTl1� nrn}tr�: 7.�.. �-� �- .-- .• ., . •f 7 A I- �¢ /¢7 C,+C. # W rN Oo w (npE*A)1- N G = 5 4 LL EF T'fJ f34E j� ✓ j� 2 5 & y5 L F_ n L� '� �S�L Pllo -J ,c ,4,SR R o . PLY: 0 AKE AGrxr.tib-E �✓ � F l.PP3-31-2004_1 i �.viveArultE DATE 3wi EASIL i ARQU1TZ CANYOX V"w. ==I: 109. PALM SFi(1NC, CA1 n cxtmL1 g211 l76013Mi ca\ nu.. \r . w..... .... Apr,702-01-,11:48 JOHNSON &-NIELSEN ASSOCIA 909 686 6752 mar, 28 ol 02:09.p Lion HConstrudtfiln P. 09 LION MART CONSTRUMON REQUEST FOR MFORMATION R-M NUNMEK 00 -7 /C) I T-SAT'P- -2 It r-Y r,.YY-vl A n U�EAJTA Cq ,rim f. -&- f 1 4 — � JJ a or- Ael AJ JL A.0- ir %_dr , , —, F� i4. .— TNAT'C ,I;w— .2 / 3 v ) I -7W.It 7- DTOMMMION G>) e- -6 e- - . - . .. I L_ L_ t-7 L/ 96— ME-r,4L- DF-C_V-.ZA)C, 25 ;20 &A. NOT 18 GA-. 45 REPLY: l<► r i ............. Fv A I A "I 11W, �,AVP jMON 1(13 1 ', NII-3634 I t) W 47 Zl%.7CV7% L VYr_ DATE 3WI EAST TAHQUrTZ CA.MyCkaw,.y. SUnX log, pALM gMLNC. CALl3NM'A?MM!760)j_.:3-74 ,4ul 522,133 PAX SPECIAL INSPECTION • REPORT OUTULANDREGISTERED INSPECTOR'S DAILY REPORT EOTEC-PNIC40 PROJECT NO. FOUNDATION ENGINEERS AND MATERIALS LABS DATE 41 2 ?lftj COVERING WORK PERFORMED ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION WHICH REQUIRED APPROVAL BY ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. THE SPECIAL INSPECTOR OF JR REINFORCED MASONRY /�❑ PILE DRIVING ❑ OTHER JOB ADDRESS 446—� tom MM15pCF CT- BUILDING PERMIT NUMBER PLAN FILE NUMBER A1 OWNER OR PROJECT NAME ARCHITECT MAIL. (TYPE GRADE, ETC.) I DESIGN STRENGTH I SOURCE OR MFGR. DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) 1 . — MST—, '; V N — LAB. RECEIVING & TESTA CONSTR., MATL. SAMPLES _P5E! fz- A p u flha ITEM LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES NO. TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. z _c _ •+ _ e CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. —�f SIGNATUFTE �EGISTERED INSPECTOR of -t nAn - DA O SPORT REGISTRATION NUMBER r7�'j2 ISSUING OFFICE F , No. 2180 . -10h rs u _ -K r z s C o •/ f LION HEART CONSTRUCTION REQUEST FOR INFORMATION wil) RM NUMBER: O 13 DATE: Ail 2, 3 1 C PROJECT: W O K L i7 INFORMATION REQUESTED FROM: J= vAA Hu F F rti 4 tJ DATE INFORMATION REQUIRED: Z. %. O INFORMATION REQUESTED: I, P L F-h S E Pr o <J s D E L ENT A L Dr-- TA z L PER 4-r-rr-c-N 6-r-') z-rE 2. PL-EASE Lj1N TA L O a rAs L (LOW) F -glZ 4771leHE. .ZTE M # z. 3.) pUERsE. REPLY: 5 E E tFRo U=OG pF-.T-ATLS Pf-R ATTAC.4EQ 2T'rV-rh ;it: RTTkGH E-D PAGES ((.),) SIGNATURE DATE 3001 EAST TAFiQUITZ CANYON -WAY, SUrrE 109, PALM SPRING, CALIFORNIA 92262 (760) 3224553 (760) 322-1733 FAX ., v`► : v1 P JOHNSON & N :-� I ELSEN AS Y=a h`-VY4'— al�enti SOCYq 9O3 686 6752 nc ArchftectS . `163155 02 Apr. Oy 4 23 2001 a9: �s► FAU OF S- —' CONC. BLOCK .5i; f s1W• * S` a -40 dOi NO I M 3ondS i CV C;* it � �� ; � 8 co Nis f Ka 9zx6lm 311 Uln.14 Alwj, LIA t7d W�Qr: 60 TOM j:- '-IdU S,4,0 al. uy out 3,ua d zSZ9 999 606 vloossv N3s.:-1NOSNH(5c. dzci:'b60 t Apr-23-01,04 03P-gJOHNSON-& NIELSEN ASSOCIA 909 686 6752 P_05 l�alPnit.iArc{:�'tects ;FAY tt0. 76Qi:{63155 Apr. 23 2001 03: QeAM P, s , NC. BLOCK VERT. 0 32"0/ 0Z. ® 24'of c 10RiZ. EA FACE } 0/c .{hRR141 TIES 'o/c C6 VA oc 1* 4 TOP FLANGE---, OF SM. OMITTED FOR CLARITY i STL ROOF BEA1 PER 1 PLAN I � t i 6 3/4'O NODLE WELDS WITH 16 GA. WELD WASHERS BEAM L6x6x3/8x10` w/ 2-3/4'4 BOLT S TO BLOCK WALL AND 2-3/eO soLTS TO BEAM WEB ��pp�� 1 FL M 1 e 0 � 0 CO 8" CONC. BLOCK WALL 2---------- . 3 1 /4x BENT CtRA.NINEL /—CQNT. BETWEEN TRUSSES r N _qpr-23-01 04:03P JOHNSON & NIELSEN'ASSOCIA,909,686 6752 P.06 FROMd1ent no Architect FFV NO. 7503463155 Apr. 23 22el W :45AM P7 Z 0 5F) r,J 33 xIL 0 !lo CsoL•, .L•. E'•. Wit. 7 -4 22P At 32 • o�of�aspc,,ti.,� ' m • r J'} lA VC t uQ• �� •• "�)� Of C A��F� 5 � - 2 !E5rt• sftp Deo-oiloibs Cur w O� = <1pr_.=23 `O1 O4zO4P. JOHNSON & ,NIELSEN ASSOCIA- 909 686 6752 P.07 Udlentino'Architects FAX NO. 7603463155 Apr. 23 20I 09:43PPi P6 S*-31-2 Stk�p: t��w�►.�,s CH�� if Jr (40UTPLAND FnTFr,uKiirAi SPECIAL INSPECTION REPORT REGISTERED INSPECTOR'S DAILY REPORT � FOUNDATION ENOINEEAB AND MATERIALS LABS PROJECT NO. DATE sr, '� COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. )Rf REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB AqDRESS 4-t-7(00 N.IAAF rzC4e CT. I -- L_ c'2. BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT ?s CONSTR. MAIL. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER �'ON o ( Ir L_S� .4 O DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) GENERAL CONTRACTOR fzrID5 CONTR. DOING REPORTED WORK "f�ia t�2 S LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES -bI V-"t.u>A tLAJF-s ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. ffr8S E Mye_t� J r-- L t_- F_ -T-A CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. SlbKATRIF REGISTERED INSPECTOR 41 "?'G'�>O ATE O REPORT REGISTRATION NUMBER Fm No. 2180 l2_111�.L,f�_la ti eIZ- ISSUING OFFICE (4 OUTWAND"— EOTEC`I NIC4L REGISTERED INSPECTOR'S DAILY REPORT \ _ / � FOUNDATION ENOINEERB AND MATERIALS LABS PROJECT NO. 1M 1m DATE 4 `Z ! �L COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ PRE -STRESSED CONCRETE 1, REINFORCED MASONRY ❑ STRUCT STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ❑ PILE DRIVING ❑ OTHER JOB ADDRESS 46-4 (o�mr� (3C:>"MMMC-E GGT• ...-. Lr �j ' BUILDING PERMIT NUMBER 1 PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT M A P_t, '(3 _ L. nl ,4 CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER �b�l I.1 So I L A DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) 8h ax 1- (o (2 1,,AL r I✓AC-r- GENERAL CONTRACTOR - -J A Co v y CONTR. DOING REPORTED WORK LAB. RECEIVING & TES CO ING NSTR.,AI ML. SAMPLES ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. T`( ( lJs /_% �I i1 L L I -r Some-F CoLL�_M ►.I - rz -A SJ WA L,(_ S Iz A l-L F— t, L I F r 9� r^ rs>.I�T-T a �. ��-v'�l A c�L- ES A I �. c .0 cr— wA tJ CL L_9 f> G 2 tJI3nh- E,> Le" C,t_— Two Cis`_' S "S o sA - orJ5 -t 0M coy- o r- M ALA . CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. SIGNATURE OF ISTER-EED 2DJi,§ TOR 4 � m� )�,9 ATE O REPORT REGISTRATION NUMBER W Fq No. 2180 ISSUING OFFICE ., 1i. .. ouTuLallo- 4F0TFC,W.1.,4, REGISTERED INSPECTOR'S DAILY REPORT \ _ / � FOUNDATION ENDINEERB AND MATERUll9 LABS PROJECT NO. �( DATE ZCDJD -, COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDR SS Av-+L,I� e �M �� A _ E.F.[__ BUILDING PERMIT NUMBER (Z)00 PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT /M2 VALA KJ QQ ArA CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER -TOO IJ o i LSD �l DESCRIBE MAT'L. (MIX DESIGN,, RE -BAR GRADE & MFGR., WELDING, ETC.) iC S X 't b MCA GENERAL CONTRACTOR L- t c> W oia r- CONTR. DOING REPORTED WORK LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. O'er f D r'COCA1 Q• 11C,4, J' f L I Gf CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own / personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. WUNAI UH V nCU101 C- `} m m 6-1 '-f!>+ DATE OF REPORT NJ REGISTRATION NUMBER F— W. 21W ISSUING OFFICE i - -�ii OUTUL,4ND _ EOTECUNICAL = FOUNDATION ENGINEERS AND MATERIALS LABS May 7, 2001 Lion Heart Construction 3001 E. Tahquitz Canyon Way #109 Palm Springs, CA 92262 Attn: Stanley Asaro Subject: Special Inspector's Report Reinforced Masonry New World Gym La Quinta, California SGI Project No.: P01010 Dear Mr. Asaro: RECENED MAY 1 0 2001 PUSUC WORKS Attached are special inspection reports for CMU wall placement at the gymnasium building. The inspections were made on May 4, 2001. The inspections have. been made in conformance to Uniform Building Code standards and indicate that the materials and work conform to the project plans. Please review the inspection reports and contact our office with any questions or comments. Sincerely, Southla d Geotechni al, Inc. Jeffrey O. Lyon, PE Principal Engineer cc:,, City of La Quinta, Building Department Robert Taylor Masonry 780 NORTH FOURTH STREET • EL CENTRO, CALIFORNIA 92243 • (760) 370-3000 79-607 COUNTRY CLUB DRIVE, SUITE 5 • BERMUDA DUNES, CALIFORNIA 92201 • (760) 360-0665 5725 KEARNY VILLA ROAD, SUITE L • SAN DIEGO, CALIFORNIA 92123 • (858) 467-4900 OUTNL4ND- FC)TFC`WN11rU_, REGISTERED INSPECTOR'S DAILY REPORT � FOUNDATON ENGINEERS AND MATERUlL9 LABa PROJECT NO. DATE COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ PRE -STRESSED CONCRETE a REINFORCED MASONRY ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ❑ PILE DRIVING ❑ OTHER JOB ADDRESS +6_i� G'1M f A E_V_C 2- -' L_ CS2- CTI BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT MA -8- ALE -ri t4 A CONSTR. MAT'L. (TYPE GRADE, ETC:) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER t4 S o s-J 4 K1tr=L_S>-=tJ^sSc G. DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) '1 (o GENERAL CONTRACTOR L. L <>" C x!Q S ► - CONTR. DOING REPORTED WORK R-oTST- A LofL J iL LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES b�czMu .A p�,J�S ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. e r� S _ T MLt ace. C@ s o T S v tz ff L- ass CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. I SIGNAT R REGISTE.IaED OR DATE OF REPORT REGISTRATION NUMBER T Eam u C,& balms ff5 Fa No. 21SO ISSUING OFFICE OUTUL4ND EOTECNNICAL= FOUNDATION ENGINEERS AND MATERIALS LABS OP #0 rq 1 RFoo May 15, 2001 Lion Heart Construction 3001 E. Tahquitz Canyon Way #109 Palm Springs, CA 92262 Attn: Stanley Asaro Subject: Special Inspector's Report Reinforced Masonry New World Gym La Quinta, California SGI Project No.: P01010 Dear Mr. Asaro: Attached are special inspection reports for CMU wall placement at the gymnasium building. The inspections were made on May 7 thru 9, 2001. The inspections have been made in conformance to Uniform Building Code standards and indicate that the materials and work conform to the project plans. Please review the inspection reports and contact our office with any questions or comments. Sincerely, Southland Geotechnical, Inc. Jeffrey O. Lyon, PE Principal Engineer cc: City of La Quinta, Building Department Robert Taylor Masonry 780 NORTH FOURTH STREET • EL CENTRO, CALIFORNIA 92243 • (760) 370-3000 ' 79-607 COUNTRY CLUB DRIVE, SUITE 5 • BERMUDA DUNES, CALIFORNIA 92201 • (760) 360-0665 5725 KEARNY VILLA ROAD, SUITE L • SAN DIEGO, CALIFORNIA 92123 • (858) 467-4900 (4OUTPL4ND F0TFC.'WNl1rA1 = REPORTSPECIAL INSPECTION REGISTERED INSPECTOR'S DAILY REPORT \ _ � FOUNDATION ENOINEERB AND MATERIALS LABS PROJECT NO. !Lm DATE COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. )& REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS 44,-- -0 COLAkAEl-c.e t= Lr> `f M C -r- BUILDING PERMIT NUMBER 1 PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT NlA lL -b - ALE A-T CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER __roE d sjc DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) 1 2� t1U GENERAL CONTRACTOR L_ I. -=-t4 H E:4,F-T Gott S� CONTR. DOING REPORTED WORK LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. 1 ' r1C A C_E� ME-r -lam 121 P' V_C) ,AL_ ':__ tj S 1:::r-:CT @ 1 4 '12 COl_� So•-. I L. E �0 TL�� 6. K_ i�k1 l l_ t T Cro e C- L_ u S •P LA L,__ h I tigiS-�o ¢ tz o . T S Sc«7-4A IE LC- ,AIA N o l." ft o E ST WA L- J J C L 9-9 CNC> E bF c L EEC E fz . 2 g - T C-A C-E 1 s•a M E ►_oCa -r t 3 7 o�J SET of T:W T' SAMPLFES - o i l- A m A L• p A D A t l' o L- A f> r� A TrE M EI ki s a7 L j�LAC�� M�J T" Pc-fL'V-d L I F ! o F s 0-7-- ( L-L- GA j \, .A LPL. v n 1 eSS CERTIFICATE OF COMPLIANCE declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. _,---'SIGNAT6REb F3EbISTEREDISPPE�jTTOOR DA E 00 REPORT REGISTRATION NUMBER J F— No. 2180 c-Dw5 .. Cl ISSUING OFFICE S INSPECTIONSPECIAL • , • OUTUL4ND- REGISTERED INSPECTOR'S DAILY REPORT FOTFC`I-INIX-,, L \ — � FOUNDATION ENGINEERS AND MATERIALS LABB PROJECT NO. DATE COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ,� REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS 4Gj G0 c�= L-c�- BUILDING PERMIT NUMBER mc�l-1 PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT K-- $- ,4LEjj `rt t JC IASL4 CONSTR. MAIL. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER o SOIL j &4l LSI_ -,,I /A sSoC- DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) h &x 1.-.G (2,M s Lvr>=Ac15 GENERAL CONTRACTOR L_ LpQ s ,-- CONTR. DOING REPORTED WORK LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES 2 U t>A bu t1lES ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT: AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. �RJS� FAD ��ls T��c-��`D C �.� I t�• S tZ � L FL,AC_E�:)" ANT C VEAS i 41L_L_ rc_>u.rz"-d L_ I I- : L - 2_1 ,C7�r Lt-! �-tzo,::; rzrE_SS ALL C� f�IzS CERTIFICATE OF COMPLIANCE ) / o,w u„ Nc„any w No,,,,,y 11— 1 „o.o ,oa,. ,,, ,or..,, o,,. U contents thereof; that all of the statements are true and I that know of my own SIG ATURE O EGISTERED INSPECTOR(:D personal knowledge that the work during the period covered by this report has S a been performed and materials used and installed conform to the duly approv- ATE OF REPORT REGISTRATION NUMBER ed plans and specifications thereof. -D ISSUING OFFICE Form No. 2130 (6OUTUL4ND F0TFrWN1r_41_--_ REGISTERED INSPECTOR'S DAILY REPORT \ — ` � FOUNDATON ENOINEEfiH AND MATERULS LA88 PROJECT NO. 0�.� —12� . DATE S Q COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. lj;�T REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER J B AD RESS 4-67:f (per COQ,/ Mn E o r> L • GZ • BUILDING PERMIT NUMBER -- :i .1 PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER S SO I BLS AS oG DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) x 'I CVALA S GENERAL CONTRACTOR LICxJA �T Co STT CONTR. DOING REPORTED WORK LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. emu PC_4�GjEF0-G*1r. b .A L l_ you l.. I F� '� S C�'' '�. •� z o /% Ufr 5V> I%�T(rnU TLGI tJ - S EG L_ I-LoaC-9-&A Gqr L_E IF EtAMGtJ i (2f ou�u /a"c_ E l-'�- \ "mil . *J o r' S� tZ- rJ� I •�• ~ C-M F V14p LA — CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. j SIGNATURE O ISTE�CINS�PEQCTOR DAT OF REPORT REGISTRATION NUMBER T=emm U-pq, ' cis F— No. 21SO ISSUING OFFICE OUTULAND _ EOTEO�NIC4L7 FOUNDATION ENGINEERS AND MATERIALS LABS May 22, 2001 Lion Heart Construction 3001 E. Tahquitz Canyon Way #109 Palm Springs, CA 92262 Attn: Mr. Stanley Asaro Subject: Special Inspector's Report Reinforced Masonry & Field Welding New World Gym La Quinta, California SGI Project No.: P01010 Dear Mr. Asaro: Attached are special inspection reports for CMU wall placement and field welding at the gymnasium building. The inspections were made on May 10 thru 21, 2001. The inspections have been made in conformance to Uniform Building Code standards and indicate that the materials and work conform to the project plans. Please review the inspection reports and contact our office with any questions or comments. Sincerely, Southland Geotechn' , Inc. Jeffrey O. Lyon, PE Principal Engineer cc: City of La Quinta Building Department Robert Taylor Masonry 780 NORTH FOURTH STREET • EL CENTRO, CALIFORNIA 92243 • (760) 370-3000 79-607 COUNTRY CLUB DRIVE, SUITE 5 • BERMUDA DUNES, CALIFORNIA 92201 • (760) 360-0665 5725 KEARNY VILLA ROAD, SUITE L • SAN DIEGO, CALIFORNIA 92123 • (858) 467-4900 OUTNL4ND- FC>TFr UNll('AI REPORTSPECIAL INSPECTION REGISTERED INSPECTOR'S DAILY.REPORT \ _ FOUNOATtON ENGINEERS AND iIRATEFUIL3 LA38 PROJECT NO. DATE COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB AD RESS 4(:v16:Z) COM JE.� o L CTT L. CR BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT MA�--K- 'q- VAL IKJ O .aT4 CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER S Seot_i I ELSELI ASC,0r-- DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) x 1(o CHLA L T-F,n GENERAL CONTRACTOR L o S4Tz T CsoS CONTR. DOING REPORTED WORK L.o M.4S 0 W 1Z LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES t>,A T:> L-At J S ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. r:-> C F-I Q- s-r 5 L. PLACE k4 a!-:►.1 -r4 L. T S T3 5 Tr__�,rZ-I F C.So a 0XVnr> -T W I R L-Iprr o L I TEIz-toy W4, t. L I J �J L. G (0 CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. 1 SIGNATURE OF TEREDINSPECTO 1Q m'1 Ak �f3�t DATE bF REPORT REGISTRATION NUMBER U v-> a—C>j titer ISSUING OFFICE FM No. 21W OUTNL4ND- FnTF("UNIC `Al REGISTERED INSPECTOR'S DAILY REPORT \ — FOUNDATION ENGINEERS AND MATERIALS LA89 PROJECT NO. m�1 DATE S ,1m 01 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR.OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. 'REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS 46-:Ho m (2_o M M 15(zCF— L_. Y" - ct L - Q BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJ CT NAME ARCHITECT A t -.lO T A CONSTR. MAIL. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER So So S oC- DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) h8>q' C, S'FIL- tT7,A GENERAL CONTRACTOR L-t—i L 4EA1z-T ,2njS7-- CONTR. DOING REPORTED WORK A Leo TZ- M A Sohl jL LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. LL I Pr.S F:6— t—I- L E v l FT L A ( Lo -A- < o E L, rZ-b L I T L RIZ- L. t L- C r>4C--6 iL �.. 1 u WAS �ti- t '2 �T35I O.VT-_ C:> T- r-AC-0KA0-AJT @ c.oc� CfrS� o E I .� t= 'TFd '-�' tZoc�.s' �•E=S 1 CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. 1A'V 2 r— SIGNATURE F. EGISTERED INSPECTOR DATE F REPORT REGISTRATION NUMBER �iZww roc.- �v-rress ISSUING OFFICE Farm No. 2190 OUTqLAND REGISTERED INSPECTOR'S DAILY REPORT EOTECNN L PROJECT NO. FOUNDATION ENOINEERs AND MATERUILB LABS ^ — _ DATE COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOAADD ESS _ 4-6T bW ME -r-Z , BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT ArL "2=,• AL I A-L CONSTR. MAIL. (TYPE GRADE, ETC.) TDESIGN STRENGTH I SOURCE OR MFGR. ENGINEER C E,O So IELSEr.� A 8C• DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) 8 >, '1 GENERAL CONTRACTOFr L o EA - C�•1S i .. CONTR. DOING REPORTED WORK r- AS LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPL S ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT: AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. 1C7E1YSF-:;2VFvr7>sus c -W I r.1- S-r I< L_ F-.Jr 11=Tz-� Lr t r-T I ' D ,n� ,o -� `ro'-- �2C CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. i A SIGNATURE O R I TE S CTOR DATE 0 REPORT REGISTRATION NUMBER Form M. 2180 ISSUING OFFICE SPECIAL INSPECTION .O. OUT14L4ND'- REGISTERED INSPECTOR'S DAILY REPORT 66 FnTFt `WN1r,41 \ — / � FOUNDATION ENGINEERS AND MATERIALS LA89 PROJECT NO. DATE COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB A DRESS q.(o-4(cz:> aft mEgr-c Q O M c n CP BUILDING PERMIT NUMBER m 9- 11 -4- PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT M -per. CONSTR. MAT L. (TYPE GRADE, ETC.) DESIGN STRENGTH SOURCE OR MFGR. ENGINEER so tom! ierLsatj AsSoc DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) X Mu GENERAL CONTRACTOR LI- 1-c sT CONTR. DOING REPORTED WORK TZL.oTZ- M�4So iz LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES '� lz M U tin hJS ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. 'I S S n @ A L_So U L I �- -r I y 't I W S 7 -, L Lr CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own SIG ATUV REGISTERINSPECTOR personal knowledge that the work during the period covered by this report has vt been performed and materials used and installed conform to the duly approv- S S �'i�� —�- ed plans and specifications thereof. GATE OF R PORT REGISTRATION NUMBER �21nn � 1� ei.�v ts�S ISSUING OFFICE Form w. 2180 (94OUTNLAND� F0TFC'WN11r_41_—, REGISTERED INSPECTOR'S DAILY REPORT \ - / FOUNOATON ENOINEERB AND MATERul9 LABS PROJECT NO. Q DATE COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER X ADD ESS 46�6� MM ��r 1. L . • BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT If_iA,A V CONSTR. MAIL. (TYPE GRADE, ETC.) DESIGN STRENGTH SOURCE OR MFGR. . ENGINEER I t_ DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) GENERAL CONTRACTOR L (,otJ eA T sr. CONTR. DOING REPORTED WORK ?oT- r. "0 IL LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES ;z MLADA T>LAjr=9 ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT: AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. 1 O Ir CKAILA ge-l'-j- Is T c c.A o L ( LCV v 'L cL A os L_ 2�L e L- 3 o S F >?. o CERTIFICATE OF COMPLIANCE I An.r. ..der n Ih, of nA ff.�f I tir .mod fhlr n 4 end 1—... 8.., contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. SIGNATURE O (FI GISTE p INSPECTOR DATE O REPORT REGISTRATION NUMBER Pons w. Mo ISSUING OFFICE SPECIAL INSPECTION REPORT OUTNL4ND'- REGISTERED INSPECTOR'S DAILY REPORT EOTEO INIC4L= PROJECT NO. I'OUNDATION E WEER9 AND MATERUILS LA89 DATE COVERING WORK PERFORMED ❑ REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION WHICH REQUIRED APPROVAL BY ❑ PRE -STRESSED CONCRETE REINFORCED GYPSUM ❑ POST -TENSIONED CONC. THE SPECIAL INSPECTOR OF ❑ REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS BUILDING PERMIT NUMBER PLAN FILE NUMBER fr rnq - �f-i �- OWNER OR PROJECT NAME (TYPE GRADE, ETC.) I DESIGN STRENGTH I SOURCE OR MFGR. DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) A REPORTED LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES IONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB GRESS, REMARKS, ETC. INO I INCLUDESAK;RNFORMATION ABOUT. AMOUNT CONNECTIONS, WELDS MOADE, H.T. BOLTS IAL TORQUED, CHECKED, TCED OR WORK EDL NUMBER, TYPE & DENT NO's OF TEST SAMPLES 'LI VErz I (rp GrzF-7rip I cA TLo Q oi= o ` L CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. "F_�Z �SIGNATUIIE OP REA11 &ERED INSPESTOR 5 * mow(,-i (Z= . DATE 00 REPORT REGISTRATION NUMBER Fp No. M0 ISSUING OFFICE SPECIAL INSPECTION • REPORT OUTNLAND'- REGISTERED INSPECTOR'S DAILY REPORT EOTECNNC4L PROJECT NO. FOUNDATION ENGINEERS AND MATERIALS LABS "R0=JjbDATE 4�5 1-6 COVERING WORK PERFORMED ❑ REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION WHICH REQUIRED APPROVAL BY ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. THE SPECIAL INSPECTOR OF ❑ REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB AD RESS Q.616m COW�iV7�(ZC BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT 0.4 ;z. L-_ -PS . \/At_Eil -r f t J n , A-r .o MAIL. (TYPE GRADE, ETC.) I DESIGN MAT'L. (MIX DESIGN, RE -BAR GRILDE & LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES 73 vet A p (_A- ES ITEM LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES NO. TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. T- L C_LJ_E_'7' M e:k?! 5 \A h4 Ft2r- (1:-,A C-L- t CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. SIGNATURE OF R TE'k, IQISPE OC.tVR:r' 5 1,0 mz�,-+ ATE OF AEPORT REGISTRATION NUMBER -1 �' Vyk(yImo•�yN(&,- ISSUING OFFICE Fa No. 2180 r4OUTNLAND E0TECPN1CAL_:7 REGISTERED INSPECTOR'S DAILY REPORT FOUNDATION M.EER. AND MATERIALS LAB. PROJECT NO. 7 C DATE J �� COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE JR STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ❑ REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB A DRESS 6+ 0(p (=c fAAA rr aCp C 11r m BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT MA CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER _T DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRAD & MFGR., WELDING, ETC.) lr Z GENERAL CONTRA TO L_t0 f I Id eA i' cc*sr- 0 CONTR. DOING REPORTED WORK r-eC LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES E{zMu A T>Lt E ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. L o IF: l -r r> S ss -F--,rLo s S . t T 7-MLUSS Asknl rt_atJGt G TP eJ n CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. J � SIGNATU E OF REGI 5 1-C,, 9 G imm2 Si DATE OF REPORT REGISTRATION NUMBER Fo m No. 2150 ISSUING OFFICE 64 OUTNLAND` FCMTFC`L. mlr`dl REPORTSPECIAL INSPECTION REGISTERED INSPECTOR'S DAILY REPORT \ - � FOUNOATON ENGINEERS AND MAreRUIS LABS PROJECT NO. DATE COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ❑ REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB AD RESS 410-f <0m C30M M!a R-CE BUILDING PERMIT NUMBER aMTQ - 'I F PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT CONSTR. MAT L. (TYPE GRADE, ETC.) DESIGN STRENGTH SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L. (MIX DE GN, RE -BAR RADE &MFGR., WELDING, ETC.) GENERAL CONTRACTOFr A Cap Llszr CONTR. DOING REPORTED WORK s t S 1LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES -I�>ey_4kALAt:>A ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT: AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. '1 s Lb _ I o r srs c.� Grcrl- 2 O -6S I✓ r z— Gk— I i_� / C) E' .d C� _T•7 0� S 1�A Ca CA S i-' f N Wc> r4 - I P o �sS CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. I SIGNATURE OF liItTfRED INSPECTOR Aws- C%[7 ATE O REPORT REGISTRATION NUMBER Fd No. 21SO 24V� L3 r- [:, I 5 ISSUING OFFICE 41013:136131 OUTNLAND- REGISTERED INSPECTOR'S DAILY REPORT FC)TF(%UNllC`Al \ - � FOUNDATION ENGINEERS AND MATERUL$ LABS PROJECT NO. ' ` - DATE COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB AD RESS 461.E C(Z>MM1e tzjGE C.T WoFu> BUILDING PERMIT NUMBER <V009 - 1 PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT /i l_ CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER So S SoCr DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) g tulL GENERAL CONTRACTOR Lo 7-- CONTR. DOING REPORTED WORK LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES 1�,E TZ M u s ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT: AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. 1 T l� 2 r�µ— t u CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own SIGNATURE GISTERE INSPECTOR personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. W\ Ll ups - ISSUING OFFICE Fp No. 2180 (4OUTNLAND'- P7nTP7('tJNII('1AI REGISTERED INSPECTOR'S DAILY REPORT \ — � FOUMDATON ENGINEERS AND MATERIALS LAB$ PROJECT NO. CD '.J0 A � _ DATE La--z®_(D- COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER J 8 AD RESS O 'F�o 000M M SM BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT A IzK- . VAt-E rJ-r i Lb 1 A:E:4 CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER So S o r j k dl EL.Ss "4sccc DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) GENERAL CONTRACTOR L ,,-r Co CONTR. DOING REPORTED WORK F-CrT .4 t QtJ LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES r t> ►.I S ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. S G Et j7' — '215 f „ S Ol_L-r -4 WALL,. w AL 2 �- CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. 1 - IGNA RE REGISTER INSPECTOR - E0 REPORT REGISTAIONNM EDAT�R F— No. 2160 ISSUING OFFICE (4 OUTNLAND- FC4TFr`UNIlr`dl REGISTERED INSPECTOR'S DAILY REPORT FOUNDATION ENOINEeRB AND MATERIA44 LA89 PROJECT NO. Ft>J_(DJM DATE Z 1 iim (21 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. jiirREINFORGED MASONRY ❑ PILE DRIVING ❑ OTHER JOB AD RESS _ 4060C"Me E BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT AL-r-- KI CONSTR. MAIL. (TYPE GRADE, ETC.) NGTH 7�� SOURCE OR MFGR. ENGINEER S' o t� Q oG DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) 94 IBA �6 C GENERAL CONTRACTOR CONTR. DOING REPORTED WORK S LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. Q f: I t AL S DLO r .a I— I W_ A l mil. F:-: L_ A o to UL. 1 E= L 2 A ST T3 �b 2 eT13S el6JY SA M T' o E S �" 0 0o q- L. S ICM(.1 t CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. A� z SIG - � •fir ��. �rr��•. II DATE • ••- • Fo- No. 2180 ISSUING OFFICE OUTNL4ND EOTE3- NIC4L = FOUNDATION ENGINEERS AND MATERIALS LABS IV May 22, 2001 Lion Heart Construction 3001 E. Tahquitz Canyon Way #109 Palm Springs, CA 92262 Attn: Mr. Stanley Asaro Subject: Special Inspector's Report Epoxy Set Anchor Bolts New World Gym La Quinta, California SGI Project No.: P01010 Dear Mr. Asaro: ��' KEc p Yt, Attached are inspection reports for observation of 3/4" epoxy set bolts (Grid G.6/4.8). The inspections were made on May 11, 2001. The bolts were set to a depth of 12 inches and epoxied in conformance to the manufacturing recommendations. The inspections have been made in conformance to Uniform Building Code standards. Please review theinspection reports and contact our office with any questions or comments. Sincerely, Southland Geotechn' al, Inc. Jeffrey O. Lyon, PE Principal Engineer cc: City of La Quinta Building Department Robert Taylor Masonry 780 NORTH FOURTH STREET • EL CENTRO, CALIFORNIA 92243 • (760) 370-3000 79-607 COUNTRY CLUB DRIVE, SUITE 5 • BERMUDA DUNES, CALIFORNIA 92201 • (760) 360-0665 5725 KEARNY VILLA ROAD, SUITE L • SAN DIEGO, CALIFORNIA 92123 • (858) 467-4900 OUTNL4ND- FnTF(`LJNI(`dl REGISTERED INSPECTOR'S DAILY REPORT \ _ � FOUNDATION ENDINEERB AND MA7ERIAL9 LABB PROJECT NO. m1 .( DATE COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ❑ REINFORCED MASONRY ❑ PILE DRIVING ; OTHER L3 Pay 16-t JOB ADDRESS 4(o4 (oa) C4c>""Mjzc-r., ct-. lJtzw o L_• �2• BUILDING PERMIT NUMBER - PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT MA R-k- Jr.- VAAXA CONSTR. MAIL. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER l S OC> DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) st Nt SET'2 GENERAL CONTRACTOR L-loal til�.o• T C�1JsT• CONTR. DOING REPORTED WORK T• A L1'7 L�So�i LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT: AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. a $•SL. CAM S f e. c L MA N I C oF, T.a 3 A-B• o1 R M Y o r- S Ea'ZZ P o -F-ACi-4 -o L.> Z t.JI o ,& S L� oILM F'1> t tJ 61cOa rz-4>A J C.E w I. ri - "A tj (.t A C_k ECKfl.IS - CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. SIGNATIJIiE F R ISTERE:Q INSPECTOR D TE OF AEPORT REGISTRATION NUMBER U r 4,_D0 toes ISSUING OFFICE Fa No. 2180 16 OUTULAND E0TECuNIC4L = FOUNDATION ENGINEERS AND MATERIALS LABS May 31, 2001 Lion Heart Construction 3001 E. Tahquitz Canyon Way #109 Palm Springs, CA 92262 Attn: Stanley Asaro Subject: Special Inspector's Report Reinforced Masonry/Field Welding New World Gym La Quinta, California SGI Project No.: P01010 Dear Mr. Asaro: Attached are special inspection reports for CMU wall placement and field welding of roof truss ledger connections at the gymnasium building. The inspections were made on May 18 thru 24, 2001. The inspections have been made in conformance to Uniform Building Code standards and indicate that the materials and work conform to the project plans. Please review the -inspection reports and contact our office with any questions or comments. Sincerely, Southland Geotechnical, Inc. Jeffrey O. Lyon, PE Principal Engineer cc: City of La Quinta, Building Department Robert Taylor Masonry Johnson & Nielsen Associates 780 NORTH FOURTH STREET • EL CENTRO, CALIFORNIA 92243 • (760) 370-3000 79-607 COUNTRY CLUB DRIVE, SUITE 5 • BERMUDA DUNES, CALIFORNIA 92201 • (760) 360-0665 5725 KEARNY VILLA ROAD, SUITE L • SAN DIEGO, CALIFORNIA 92123 • (858) 467-4900 (4 OUTNL4ND-- pnTF(`LlNinAi INSPECTIONSPECIAL REPORT REGISTERED INSPECTOR'S DAILY REPORT \ - FOUNDATION ENOINEER9 AND MATENIAIS LA89 PROJECT NO. DATErJ' �8 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ❑ REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB AgDRESS L(0� er-C,� C BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT art p� CONSTR. MAIL. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER ro4j Sot-j f rI 1 E Assam, DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) GENERAL CONTRACTOR to Co til ST- CONTR. DOING REPORTED WORK S (!:) LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES SE.E'IMU „4 S ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. c..o-r! o S�tL-ltj i215 L. I a I= S A T 1-JS C T;> ILL \V P_ L 7 RCS v'O L tj L A ST' A s o t kN-b4 W-4 C,1. A I t o R S f 7 F CERTIFICATE OF COMPLIANCE I rt� �. I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own IGNA R RE ISTERED INSP CTO personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- �- REGISTRATION NUMBER ed plans and specifications thereof. ATE OF REPORT REGISTRATION NUMBER ISSUING OFFICE Fm No. 2190 (4OUTNL4ND F0TFC.'WN1r,41 = INSPECTIONSPECIAL O. REGISTERED INSPECTOR'S DAILY REPORT � FOUNDATON ENOINEERB AND MATERIALS LABS PROJECT NO. �n _ r � DATE — COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADPRESS ��.6� �� M - L- BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT CONSTR. MAIL. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) -+Cn LA GENERALCONTRACTOR L- to N r- CONTR. DOING REPORTED WORK O T- A LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES fZ MCA ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. CT E:: 17 SS CERTIFICATE OF COMPLIANCE 1 declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has teen performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. 1 SIGNATURE OF E ISTERED INSPECTOR -027 1 3t- DATE dF REPORT REGISTRATION NUMBER F 2180 ISSUING OFFICE SPECIAL INSPECTION O- OUTPL4NDREGISTERED INSPECTOR'S DAILY REPORT EOTEO- NICAL Q PROJECT NO. FDUNDA-nDN ENGINEERS AND MATERIALs LABS ATE COVERING WORK PERFORMED ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION WHICH REQUIRED APPROVAL BY ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. THE SPECIAL INSPECTOR OF REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS (04,( e ^�� BUILDING PERMIT NUMBER PLAN FILE NUMBER ✓ — -11-74 OWNER OR PROJECT NAME ARCHITECT VA MAT'L. (TYPE GRADE, ETC.) I DESIGN STRENGTH I SOURCE BE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) - 5' i-� LAB. RECEIVING & TESTIN CONSTR., MATL. SAMPLES _f=>I✓tzMtupA t>uLies ITEM LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES NO. TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. MEMO, CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. S16f ATURE RI GISTERED INSPECTOR �- DATE F REPORT REGISTRATION NUMBER Fp W. 2180 ISSUING OFFICE OUTNL4ND� (4EOT* ED-JNIC4L REPORT REGISTERED INSPECTOR'S DAILY REPORT � FOUNDATION ENOINBERB AND MAreRU1LB LABS PROJECT NO. DATE - COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEELASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS *160 (3011,4MEcr r= c.... BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECY NAME ARCHITECT ,4 VATIQo, ATA CONSTR. MAIL. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER Zbo JQSbtf J UIEUS&C)C- DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) 8x BILCI 14, Cm U GENERAL CONTRACTOR L Ic=�-12r s—r• CONTR. DOING REPORTED WORK LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. Ior�-_-Eg T s Tr_G"U n > . 1P-LAC_r-_M SE L-I Er o A (E7A Sre rz_ .=. 2 ffA S A L-L £ 2 l TECLLd ,Gs l..A ar.� LC .� Tto N CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. IZ SIGNATURE EGISTERED INSPECTOR Ciao s 21- -�i- DATE OF REPORT REGISTRATION NUMBER Fa No. 2180 ISSUING OFFICE OUTPL:4ND EOTECIWNIC4L- FOUNDATION ENGINEERS AND MATERIALS LABS June 6, 2001 Lion Heart Construction 3001 E. Tahquitz Canyon Way #109 Palm Springs, CA 92262 Attn: Stanley Asaro Subject: Special Inspector's Report Structural Steel Fabrication/Field Welding New World Gym La Quinta, California SGI Project No.: P01010 Dear Mr. Asaro: C ITY OF LA OF "'NITA JUN 12 REC°D Attached is a field welding inspection report for structural steel fabrication of roof openings and truss ledger connections at the above mentioned project. The inspection was made on May 31, 2001. The continuous inspections have been made in conformance to AWS/AISC and Uniform Building Code standards. Please review the inspection report and contact our office with any questions or comments. Sincerely yours, Southlan Geotechnical, Inc. Jeffrey O. Lyon, PE Principal Engineer cc: City of La Quinta, Building Department Robert Taylor Masonry Johnson & Nielsen Associates 780 NORTH FOURTH STREET ° EL CENTRO, CALIFORNIA 92243 • (760) 370-3000 ° FAX (760) 337-8900 79-607 COUNTRY CLUB DRIVE, SUITE 5 ° BERMUDA DUNES, CALIFORNIA 92201 ° (760) 360-0665 ° FAX (760) 360-0521 5725 KEARNY VILLA ROAD, SUITE L • SAN DIEGO, CALIFORNIA 92123 ° (858) 4674900 ° FAX (858) 4674909 OUTNL4ND E0TECPNIC4L REGISTERED INSPECTOR'S DAILY REPORT FOUNDATION ENGINEERS AND MATERIALS LABS PROJECT NO. �^ DATE 1 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ PRE -STRESSED CONCRETE ❑ REINFORCED MASONRY STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ❑ PILE DRIVING ❑ OTHER OB A DRES \\ rr �WVO(z C M - C-f= t-• �- ~ BUILDING PERMIT NUMBER (DaCD PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT 021c- VAL-e-QI Wc) AT CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER IJSo DESCRIBE MAT'L. (MIX DESIGN, RE- AR GRADE & MFGR., WELDING, ETC.) r 1 iB GENERALCONTRACTOR LLC)Q TEA Co S I CONTR. DOING REPORTED WORK c- = 2 LAB. RECEIVING & TESTING CONSTR., MAT'L. SAMPLES "P->E a nv% 7:xF_S ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. 1 EAfv1 A tM o I I'sCAA-T id S L c_4 q! I rc S ! S l S tr S C. L L E_L_,t> S 1' WA L L. t. t✓ S (— LC L— i CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. SIGNATU E E ISTERED INSPECTOR AWS^ CW_T S �"Giro�cD2S1 DATE 09 REPORT REGISTRATION NUMBER Fa M. 2180 ISSUING OFFICE OUTP LAND EOTECNNICAL = FOUNDATION ENGINEERS AND MATERIALS LABS June 6, 2001 Lion Heart Construction 3001 E. Tahquitz Canyon Way #109 Palm Springs, CA 92262, Attn: Stanley Asaro Subject: Special Inspector's Report Reinforced Masonry New World Gym La Quinta, California SGI Project No.: P01010 Dear Mr. Asaro: CI7Y or I_ A 01 IINTA JUN 12 REM BUILDirvu .,timL; ��,=1:T1' Attached are special inspection reports for CMU wall placement at the gymnasium building. The inspections were made on May 30 thru June 1, 2001. Note: Item 2 of the May 30, 2001 inspection report requires a memo or sketch from the engineer approving the repair method. The inspections have been made in conformance to Uniform Building Code standards and indicate that the materials and work conform to the project plans. Please review the inspection reports and contact our office with any questions or comments. Sincerely, Southland Geotechnical, Inc. Jeffrey O. Lyon, PE Principal Engineer cc: City of La Quinta, Building Department Robert Taylor Masonry Johnson & Nielsen Associates. 780 NORTH FOURTH STREET • EL CENTRO, CALIFORNIA 92243 • (760) 370-3000 79-607 COUNTRY CLUB DRIVE, SUITE 5 • BERMUDA DUNES, CALIFORNIA 92201 • (760) 360-0665 5725 KEARNY VILLA ROAD, SUITE L • SAN DIEGO, CALIFORNIA 92123 • (858) 467-4900 (4 OUTNL4ND Fn1 TFC�UN1l(`Al REGISTERED INSPECTOR'S DAILY REPORT \ _ / � FOUNOATON ENDINEERB AND MATERIALS LABS PROJECT NO. DATE., COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY El GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB AD RESS 0 _ �tG+GT C%My ,� t�� `� BUILDING PERMIT NUMBER L T PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT CONSTR. MAIL. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER O Q 1 E N A�SoC- GENERAL CONTRACTOR L_tot4 Wf. A Go S DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) 1 CONTR. DOING REPORTED WORK 8 -rrA%iL_QP,S OtJ LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES S ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT: AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & [DENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. 'I C>F.>SC- LA I id ST_C-_E L &L-(_ G A S, r vL-J— Lot Tit_ S E tJ� CERTIFICATE OF COMPLIANCE 1 declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. McTD.A � ISSUING OFFICE Form No. 2180 OUTNL4ND- FnTFC l- Nii(-41 SPECIAL INSPECTION , REPORT REGISTERED INSPECTOR'S DAILY REPORT \ - / � FOUNOATON ENGINEERS AND MATERUIL9 LABS PROJECT NO. GATE S Z ,Z(2:rl_ COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. :R' REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB A DRESS 467(oo k4F,(z� I (2 _ (- -- BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT Ate. 1�>- CONSTR. MAIL. (TYPE GRADE, ETC.) DESIGN STRENGTH SOURCE OR MFGR. ENGINEER o So I e( SEW .oSS DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) X -1 GENERAL CONTRACTOR L- Lo CONTR. DOING REPORTED WORK LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. GG> ILIET) 6 O 2 A Ll._ E-AST ALL L ALL L SIO � /� [-So mr- L t CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. SIGN URE 09 R1 GI T RED INSPECTOR DATE O REPORT REGISTRATION NUMBER �l1i�A�ilN6� Porn No. 21SO ISSUING OFFICE (4OUTNLQND E0TE04N1C_4L_7W- SPECIAL REPORT REGISTERED INSPECTOR'S DAILY REPORT � FOUNDATION ENDINEER8 AND MATERIALS LA89 PROJECT NO. DATE COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ,& REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS �� 1�MME.Uc BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT M A I4-- -?-D. VA LL= t IJo ,C1S_,A CONSTR. MAIL. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER �t>14f lsot A�SoG- DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) 'i GENERAL CONTRACTOR L L o I,,J 4 i4P -r CONTR. DOING REPORTED WORK T'A LcZ)Fz-- M A S o IJ LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES �E A 1>La J r-- S ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. LJ� CE E T L != IVA L_L_CEAST-r--7_m!=d E.A S 1 1= t� L t✓ � � o L. I✓74- t L 5 S -S L I C- AT.E rza S 2 c,�-i I C_.Ar(-,t7F_J f�E 1:> L- TE IS CAA-1 C A p L L S A Lc_ S - rH LoIJ tJ ttff mouQr 41>0SED 11(NAo S/_% e L-o E VE C� V r A I r�1ST- caL� M E L� E�E E I - S C 4-3 4JJ E�L L_ 0`- A I G C- � J -A 71O <S i( t~ S DfzA - Lx=)rJ til t E SA c D—i--" c S .S u F F LC�t CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. 1 SIGNATURE OF E ISTERED INSPECTOR JZt_60 D E OF EPORT REGISTRATION NUMBER 15E •matte'Dumexl ISSUING OFFICE zL1 Porn No. 2100 OUTUL4ND E0TECNNIC4L SPECIAL INSPECTION O- REGISTERED INSPECTOR'S DAILY REPORT FOUNOATON ENGINEERS AND MATERIALS LABS PROJECT NO. m .t DATE si 22 1 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. JR REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADpRESS A c� l �o�%m (?0MIM'��i� W o - c r I►--Q. BUILDING PERMIT NUMBER van 9 - ! PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER --r>H t-lSo (,4 I DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) x't C; GENERAL CONTRACTOR t-t of-4 H V_r cot$T. CONTR. DOING REPORTED WORK LAB. RECEIVING & TESTING CONSTR., MAT'L. SAMPLES 1?::>E U F� S ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT: AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. T S C .4C,C Cf-4 @ I r cn>F L- @o o T-4 C�4 ST 'ILL A L_L_ CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. I SIGNATURE OF RE I TERED INSPECTOR ZGhQ DATE O REPORT REGISTRATION NUMBER L) D a_bvt(sms ISSUING OFFICE F0 N0. 2180 OUTNL4ND- FCATFC`l_INl1r41 REGISTERED INSPECTOR'S DAILY REPORT \ — FOUNDATION ENGINEERS AND MATERIALS LABS PROJECT NO. DATE c=, I 7-� COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS 4(:,}(0© Gp�AM1EV21-e G . A QC -, old - . CD- BUILDING PERMIT NUMBER - 1-4 PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT A A L T O 4T.d CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STFIEN7 SOURCE OR MFGR. ENGINEER S' SO -a LC, E SSoC. DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) 1CMLA GENERAL CONTRACTOR L_[0Q 6JEA1F__rCo i . CONTR. DOING REPORTED WORK n L_o Sod. LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. WA U_ a?- I L. A S Ste' A L WALL2 Y 4— Ca M P .1 Qb A AT>t> 2 5 'Zrs -t�>c A S A P t rZ- IM A'Q- I A f- LA Cep `-� - � m S t_ L.l �. CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. t NATURE OF EGI TERED INSPECTOR I C% 74 -8<L AT OF REPORT REGISTRATION NUMBER Forth No. 2180 ISSUING OFFICE OUTPL4ND EOTECNNIC40= FOUNDATION ENGINEERS AND MATERIALS LABS GROUT SPECIMEN FIELD DATA (ASTM C39 & UBC 24-28) Client: Lion Heart Construction Project No.: P01010 Project: World Gym Location: La Quinta MIX DATA Cement Type: II Cement Factor (sk/cy): 6.0 Supplier: A-1 Aggregate Max Size Ago. (in.): 3/8" Mix No.: 60503 Admixtures: Mix Design Strength: 2000 psi SAMPLE DATA Sample Location: Ledger line @ north wall (west 1/3) interior wall 3rd lift ledger, ledger line @ store front ASTM Measured Snccs. Method Contractor: Robert Taylor Masonry Slump (in.): 8"-10" C 143 Truck/Ticket: 1032/160086 Air Temp. (°F): 100+ C31 Date Batched: 05/11/01 Mix Temp. (°F): 77 C1064 Date Received: 05/13/01 Air Content (%): N/A Sampled By: Dave Kretz ASTM C1019 Batch Size: 8 yd. C1019 Submittd By: Sack: 6.0 Curing Method (48 hr.): Field ASTM C1019 Water Added (gal.): 20 gal. Lab Curing: Cure Tank ASTM C1019 Time Batched: 12:07 PM C172 No. of Specimens: 3 ASTM C1019 Time Sampled: 1:10 PM C172 Time in Truck: 63 minutes C 172 LABORATORY DATA Laboratory Sample No. Sample Test Date Sample Age ft (days) Dimensions Area (sq-in.) Ultimate Load (lbs) Compressive Strength (psi) Percent of Design Face 1 (in.) Face 2 (in.) 877 5/18/01 7 3.65 3.6 13.14 20,100 1 1530 77% 878 6/8/01 28 3.7 3.7 13.69 41,300 3020 151% 879 6/8/01 28 3.6 3.8 1368.00 42,400 3100 155% Average 28 Day Strength (psi): 3,060 Specified Strength: 2,000 Date: (D " it -- Reviewed By: / 780 NORTH FOURTH STREET • EL CENTRO, CALIFORNIA 92243 • (760) 370-3000 • FAX (760) 337-8900 79-607 COUNTRY CLUB DRIVE, SUITE 5 • BERMUDA DUNES, CALIFORNIA 92201 • (760) 360-0665 • FAX (760) 360-0521 5725 KEARNY VILLA ROAD, SUITE L • SAN DIEGO, CALIFORNIA 92123 • (858) 467-4900 • FAX (858) 4674909 i`_ I. _: OUTNLAND _ EOTECNNIC L = FOUNDATION ENGINEERS AND MATERIALS LABS June 12, 2001 Lion Heart Construction 3001 E. TAhquitz Canyon Way #109 Palm Springs, CA 92262 Attn: Stanley Asaro Subject: Special Inspector's Report ' Structural Steel Fabrication/Field Welding New World Gym La Quinta, California SGI Project No.: P01010 Dear Mr. Asaro: Attached are field welding. inspection reports for truss ledger connections at the above mentioned project. The inspections were made on June 5 and 6, 2001. The continuous inspections have been made in conformance to AWS/AISC and Uniform Building Code standards. Please review the inspection reports and contact our office with any questions or comments. Sincerely yours, ' Southland Geotechni , Inc. Jeffrey O. Lyon, PE Principal Engineer cc: City of La Quinta, Building Department Robert Taylor Masonry Johnson & Nielsen Associates 780 NORTH FOURTH STREET • EL CENTRO, CALIFORNIA 92243 • (760) 370-3000 • FAX (760) 337-8900 79-607.COUNTRY CLUB DRIVE, SUITE 5 • BERMUDA DUNES, CALIFORNIA 92201 • (760) 360-0665 • FAX (760) 360-0521 5725 KEARNY VILLA ROAD, SUITE L • SAN DIEGO, CALIFORNIA 92123 • (858) 4674900 • FAX (858) 4674909 (4OUTNLAND FC)TFrl- Nl1r,41 REGISTERED INSPECTOR'S DAILY REPORT l — FOUNDATION ENGINEERS AND MATERIALS LABS PROJECT NO. (Z:)'( � S ATE —7/�N COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ;6� STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ❑ REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER J B A DRESS 46-4(00 (�I,,�p,�E,tz�E Ar 6 BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT "/_\ /� L� Ti Flo ATd CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER d C] (_. DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) GENERAL CONTRACTOR L L,_'3i' C.=>JS i CONTR. DOING REPORTED WORK LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. V C I.P_- LC-4o Q d7 e�) p to �. A+�c� Yv1,A iZ EC1 t QQ tz rl.00 F O IJ I L U tz. C.l.. S � = two I t.1 �� 1✓S' 2 S o--� AL.r- �E rJ E E G 17� c� TD A Ev'a L TzE 2 — I tJST-- G:LT (O ►J 7-1-1 ES FL /n, I S tj EC. FSS� CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the CI _AI TI C Ac • / Cf_ICTC OCI'f IAICOCI`Tl10 �Vll\ � t -V.�_ contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. DATE OF REPORT REGISTRATION NUMBER Farts W. 2180 ISSUING OFFICE OUTI- LAND EOTECP IC4L REGISTERED INSPECTOR'S DAILY REPORT FOUNDATION ENGINEERS AND MATERIALS LASS PROJECT NO. DATE � G. COVERING WORK WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE >� STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ❑ REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS q(P�.(D (D C DM M�ru-�' J L_ -' L_- BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT Is__ CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH SOURCE OR MFGR. ENGINEER L� JfJs,0Q ELSE S DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) RA ,o GENERAL CONTRACTOR L LoW " t.1 T- CONTR. DOING REPORTED WORK LAB. RECEIVING & TESTING CONSTR., MAT'L. SAMPLES ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT: AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. M !_ - 'TS P M.A i IJ VZoCO F S r WA L-,rv. L L_ L_ ..._ r- L L_ C 1= _P=1F_A M C,v 'i`L t o F=- L_ I Edo tJ CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. . I i SIGNATURE OF R604TfRED INSPECTOR Av,�s-Cul Z 1 ATE 6F REPORT REGISTRATION NUMBER �2,ttil U I'�!•��tJ f3S ISSUING OFFICE Forth W. 2160 FROM :_ADUANCED ROOFING SYSTEMS FAX NO. : 3207310 Jun. 13 2001 01:22PM P1 ADVANCED ROOFING SYSTEMS P.O. BOX 1544 Palm Springs, CA 92263 760-320-7310 same FAX COVER SHEET ❑ Urgent ❑ Reply ASAP ❑ Please comment�se reWev; ❑ For your /nRnnteat%n Total pages, including cotter. COMMENTS FROM : ADUANCED ROOFING SYSTEMS FAX NO. : 3207310 Jun. 13 2001 01:22PM P2 • POLYFLEX, USES:, POLYFLEX,,,, DIAmomD (SACK, POLYFLEX,,, G and POLYFLEK. 6 FR are premium, Polyester reinforced modified bitumen roofing membranes. Specifically designed for torch welding, applications include new, re -roofing, re-cover and BUR repair installations. POLYFLM. membranes are also used as flashing membranes in all applicable specifications, in accordance with recommended installation practices. POLYfiLASS, QUALI*F Polyester reinforced POLYFLEY� membranes are lightweight (approx. 1 Ib./sq.ft.), weather resistant and durable. The granular sheets are available in a number of colored mineral surfaces, POLYFLZX, membranes may be coated as required for aesthetic or fire retardant applications. POLYFLE7(,,,, 6 FR is a fire resistant membrane which requires no coating in classified roof constructions. When used in approved specifications POLYFLOt. membranes are eligible for guarantees ranging from 5 to 15 years. • STANDARDSs • UL Classed [File # R14571 (N)] for use in Class A, B, or C roofs" 1 • Factory Mutual Approved; Report # J.I, 2W7A7.AM Physical ChOrOCtCristics P�LYFLEX,,, Smooth 6 6 Mq Roll Size R'(apprvx,) 32'8" x 3' 3- 32'8" x 3' 3- 32'8' x 3' 3- 3/8' (10 x Im) 3/8" (10 x 1m) 3/8" (10 x 1m) Coverage (approx.) 100 sq. ft. 100 sq. ft. 100 sq. ft, Seam Width 3" Line 3" Selvage 3" Selvage Top Surface Smooth/Sand Granules Granules Modifier APP ILL APP ILI APP l8I Bottom Surface Bum -off Burn -off Burn -off Polyethylene Polyethylene Polyethylene Nominal Weight 90 lb./roll 105 lb./roll 110 IbJroll Reinforcement Non -woven Non -woven Non -woven ASTM D5147 Sec.5 Thickness (nominal)' 4,0 4.5 mm ASTM D6147 Sec.6 Max. Load @ 73.4 deg F** MD >95 >95 Ibtfin XMD >65 >65 Ibf/ln Elongation @ 73A deg F, @ max. load" MD >30 >30 (25) % XMD >35 >35 (30) Max. Load @ 0 deg F" MD >130 >130 Ibflin XMD >100 >100 Ibf/in Elongation @ 0 deg F, @ max. load"" MD >10 >10 % XMD >10 >10 % Elongation @ 73A deg F, @ 5% of max. load MD >40 >40 % XMD >45 >46 % ASTM 05147 Sec.7 Tear Strength MD >110 >110 Ibs _ XMD >90 >90 Ibs ASTM D5147 Sec.11 Low Temperature FlexINlity; before heat conditioning MD <5 <5 (14) deg F after heat condlGoninn XMD <23 <23 (32) dep F ASTM D5147 Sec.10 Dimensional Stability MD/XMD <0.5 <0.5 % _ ASTM D5147 Sec.15 High Temperature Stability (compound) >248 ;�248 deg F ASTM D5147 Sec.14 Granule Embedment NA Q.0 grams ASTM 05147 Sec.8 Moisture Content <1.0 <1.0 % ASTM D5147 Sec.9 Water Absorption <3 <3 % in accordance with ASTM D 6222; Type 1, Grade S >4.0 mm & Grade G >4.4 mm *' before and after heat conditioning 1. As listed in the latest UL "Roofing Materials NOTES - and Systems Directory" a. Also available In 5 mm (200 mil) thickness, 2. Flashing width rolls available b- POLYFLEX G FR values shown in parentheses where 3. APP - Atactic Polypropylene different to standard product. FROM ADUANCED ROOFING SYSTEMS FAX NO. : 3207310 Jun. 13 2001 01:23PM P3 Owl EKFAST Im NT IXPTm LONG -LIFE FINISHPIERFORMANCE Withs#ands Over 30 Cycles in Kestemich Testing New Coating Resists Corrosion All DEKFA,ST fasteners are coated with our exclusive Sentri XP long -life finish. This specially formulated, cathcxlic epoxy finish is the high&sl duality coating in the industry and provides excellent resistance to rLLst and corrosion- E-Coat Finish Exceptionally Smooth And Uniform Sentri XP is applied by a state-of-the-art, one -of - a -kind Therma Tron X Electro Deposition (&Coat) multiple -color line. New computer -controlled chemistry improves the consistency sand precision of the film thickncn s applied to the fastener;. This ensures unif(mn thread coverage and a smooth tinish&houthead Exceeds Factory Mutual Standard Sentri X P withstands twice the current required Kesternieh exposure` with only a fraction of the corrosion. That's extended perfortnance! : Factory Mutual Standard 4470 allows 15% surface corrosion after 15 eyries of Kestemich to ag, Test results available on request. SEMI XP Finish on DUFAST fasteners is consiste,zrly smooth and uniform, and exceeds 30 cycles in Kett irn.ich corrosion tests. Carbon P rasterter SENTRI Finish r Special Surface Prearation "VE Approved .................... ..... 980903-L ® CONSTRUCTION FASTENERS, INC 1998 CONSTRUCTION FASTENERS, INC. Dakfast Product Group Spring Street and Van Reed Road P.O. Rnx &4)A. wynmiggino. PA 10610 610/376-5751 I-AX 3/6-bbbl www. constructionfosten ers. corn PRINTED IN USA FROM ADUANCED ROOFING SYSTEMS FAX NO. : 3207310 Jun. 13 2001 01:24PM P4 NOTE: FIELD FASTENING PATTERN FOR BASE SHEET SHOWN. TYPICAL TYPr-ALLY, CORNERS REQUIRE 100% MORE FASTENERS PERIMETERS +60% MORE. FM 1-60 :5p 36"WIDE BASE SHEET ROLLS > :��j�.%' \� TYPICAL FM 1-60 TYPICAL OVERLAP FOR' FASTENING PATTERN FOR FM 1-60-3" APPROVED BASE SHEET (SEE POLYGLASS FM APPROVAL REPORT J.1. 2W7A7AM FOR FULL DETAILS) FACTORY MUTUAL APPROVED FASTENER PLACEMENT., 12" O.C. @ SEAMS FASTENERS & PLATES 18- O.C. @ CENTER OF BASE* SHEET ROLLS: 1-60-i1l ROW UQ NOTE: FIELD FASTENING PATTERN FOR BASE SHEET SHOWN, T"ic" TYPICALLY, CORNERS REQUIRE 1100% MORE FASTENERS 6 PERIMETERS +60% MORE. FM 12" '1 .90 36" WIDE BASE SHEET ROLLS W AV' TYPICAL FM 1-90 C� TYPICAL FASTENING PATTERN FOR OVERLAP FOR: FMI-90-4" APPROVED BASE SHEET (SEE POLYGLASS FM APPROVAL REPORT J.1. 2W7A7.AM FOR FULL DETAILS) FASTENER PLACEMENT FACTORY MUTUAL APPROVED 12" O.C. @ SEAMS FASTENERS & PLATES 10" O.C. a CENTER OF BASE SHEET ROLLS: i Vif ti W 1.90-t2l ROWS STAGGERED i OUTNL4ND _ EOTECI-INIC4L- FOUNDATION ENGINEERS AND MATERIALS LABS June 19, 2001 Lion Heart Construction 3001 E. Tahquitz Canyon Way #109 Palm Springs, CA 92262 Attn: Stanley Asaro Subject: Special Inspector's Report Field Welding New World Gym La Quinta, California SGI Project No.: P01010 Dear Mr. Asaro: Attached are field welding inspection reports for structural steel at roof openings and truss ledger connections at the above mentioned project. The inspections were made on June 7 thru June 12, 2001. Note: The engineer is required to approve installation details as identified in the June 12, . 2001 inspection report. The continuous inspections have been made in conformance to AWS/AISC and Uniform Building Code standards. Please review the inspection report and contact our office with any questions or comments. Sincerely yours, Southla Geotec 1, Inc. Jeffrey O. Lyon, P Principal Engineer cc: City of La Quinta, Building Department Robert Taylor Masonry Johnson & Nielsen Associates 780 NORTH FOURTH STREET • EL CENTRO, CALIFORNIA 92243 • (760) 370-3000 • FAX (760) 337-8900 79-607 COUNTRY CLUB DRIVE, SUITE 5 • BERMUDA DUNES, CALIFORNIA 92201 • (760) 360-0665 • FAX (760) 360-0521 5725 KEARNY VILLA ROAD, SUITE L • SAN DIEGO, CALIFORNIA 92123 • (858) 467-4900 • FAX (858) 467-4909 •tip:: F0TFC\I-IN1r41 _ OUTPLAND REGISTERED INSPECTOR'S DAILY REPORT ENGINEERS AND MAreR1AL9 t.ABB PROJECT NO. I:ZDFOUNOATON I_M DATE COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ❑ REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB AjDDRESS C,,)MM 1=FGr- C9" o t_ M — BUILDING PERMIT NUMBER 1 PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT CONSTR. MAIL. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER o e o I EL DESCRIBE MAT'L. (MI DESIGN, RE-B GRADE & MFGR., WELDING, ETC.) GENERAL CONTRACT R L 10 n7_T o tJs-r- HomATZ CONTR. DOING REPORTED WORK P F C - T LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES "ee /N ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. To T • S • �c Co rJ �J �C t�� S F t_ t I,J t: A j : S --o CL-1r,Coll C�T to Z �6SE CZV� I t U SSA' l S! /� �J•�Tt 1 K-- fJ I ro G P .o ►.1 1_ t_r_:�G J= rz C' E 2- i t�_-r> CD 5 3cD CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. �J IGNATU F REGISTERED INSPECTOR A\W&-CW T, 'q(a100ZS1. ATE F REPORT REGISTRATION NUMBER F- W. 21SO -f r> o, b i mes ISSUING OFFICE (4OUTNLAND F0TFrWN1C`,'41 — N SPECIAL INSPECTION O. REGISTERED INSPECTOR'S DAILY REPORT \ - FOUNDATION ENGINEERS AND MATERIALS LABS PROJECT NO. DATE CD COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ❑ REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER OBAPDRESS 4 (? COMM Mp.(Z Cr Nmv wont_ M -' L- BUILDING PERMIT NUMBER - 7.1-= PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT WATzAK- 1)- ALE 0 T•I Q0 10 CONSTR. MAT'L. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER SO W1 E S - 4Scec DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) FAE E GENERAL CONTRACTOR L o Q A �• S. �2 1 CONTR. DOING REPORTED WORK _-r rantA LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES .A ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. TfJS P rj�, IL -LET Ln @ • S• o '4kILF r T__-)1AeC7i'Iors @ C ESS AL . CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. SIGNATUR O EGISTERED INSPECTOR AW S- CWT 81 m1 A #9 (o_tCDm251. DA E OF REPORT REGISTRATION NUMBER Uumt Fp W. 2180 ISSUING OFFICE OUTNL4ND F0TFCWNIC4L = REGISTERED INSPECTOR'S DAILY REPORT \ - FOUNDATION ENGINEERS AND MATERIALS LABS PROJECT NO. DATE �� COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ❑ REINFORCED MASONRY ❑ PILE DRIVING ❑ OTHER JOB ADDRESS +674-Gm Comm sgc_E Cr r BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT A 2lL Q CONSTR. MAT'L. (TYPE GRADE, ETC.) TDESIGN STRENGTH SOURCE OR MFGR. ENGINEER tFFLsm7ki A S oC, DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) GENERAL CONTRACTOR Lto 2r C sr- CONTR. DOING REPORTED WORK Sp -T LAB. RECEIVING & TESTING CONSTR., MAT'L. SAMPLES M LA n-4 C. ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT: AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. 9 I- "F-- I E A l_ =t-j C_- i Q F 1= I E, Lr> W L 1>l Q tJC7 o F S• 'f��-T'S F IMJA1 Tim -P�o GAF �f�I/�PPE P-oo� F 1 ( C E T Ck A� tl> r--rnIL_ :1 o tz—br L 1 iLl r,r— M.o I tJ TC7 - S CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. 1 SIG ATURE O GISTERED INSPECTOR Av%S-C WI � ��161mcD2 5� DATE O REPORT REGISTRATION NUMBER Foem W. 2180 ISSUING OFFICE rN SPECIAL INSPECTION REPORT OUTNL4ND REGISTERED INSPECTOR'S DAILY REPORT E0TEC-PNIC4L PROJECT NO. FOUNDATION ENGINEERS AND MATERIALS LABS t✓.L DATE 'Z COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ GLUE. LAM. FABRICATION ❑ PRE -STRESSED CONCRETE ❑ REINFORCED GYPSUM ❑ POST -TENSIONED CONC. ❑ REINFORCED MASONRY ❑ PILE DRIVING OTHER' �0t P yveGtr JOB ADDRESS BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME ARCHITECT 'f3- VA LE W I fJ. CONSTR. MAIL. (TYPE GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER SO LS . /�SSrJ C- DESCRIBE MAT'L. (MIX DESIGN, RE -BAR GRADE & MFGR., WELDING, ETC.) GENERAL CONTRALTO LIB T CONTR. DOING REPORTED WORK —ZR.b LAB. RECEIVING & TESTING CONSTR., MAIL. SAMPLES "!,�> E S ITEM NO. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT. AMOUNT OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & IDENT. NO's OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS, WELDS MADE, H.T. BOLTS TORQUED, CHECKED, ETC. C A LC}A+L t A L ri M P L I eS N E hGE t�T't.�rJ c►� r l o f C) J I t J C I r— LAT I t- S>_rA LL- T l Cd z,a I >z Loo r t> S QoT D F , AlL /,LSO E--T, I t_ s N o S'r',� L� t ,o TEE T T� E I E tiz S�� 51VL .St T S4 o u L_ I r C-:1 D C>/.� - 0 r- ✓a C.l S -I 2 a4 - LSo S l�L j-TALLATIOIJ. O r- I til b Tz ft Cam. 'Tw i S T>F-r t L_ F_ TI ItA U LAI--G I► AA 'TO G E:_t>L1.L_F_ R— -I ILI CIrR I S I'r. -._ , CERTIFICATE OF COMPLIANCE I declare under penalty of perjury that I have read this report and know the contents thereof; that all of the statements are true and I that know of my own personal knowledge that the work during the period covered by this report has been performed and materials used and installed conform to the duly approv- ed plans and specifications thereof. P), ( S1114AI\104 O R GISTERED INSPECTOR AVM( CWT. '! 2 -1 -4 G (I1DCD251. DATE OF R PORT REGISTRATION NUMBER Fa 110. 2180 ISSUING OFFICE P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 August 29, 2001 World Gym Palm Desert, LLC. 44-419 Town Center Way Palm Desert, CA 92260 (760) 7 7 7 - 7 0 0 0 FAX (760) 777-7101 SUBJECT: SITE DEVELOPMENT PERMIT 2000-682 (AMENDMENT #2) To Whom it May Concern: On August 28, 2001, the Planning Commission, on a 5-0 vote, adopted Resolution 2001- 108 approving your request for an amendment to an originally approved building at 46-760 Commerce Court, subject to the attached conditions. The Planning Commission's decision is final, but may be appealed to the City Council pursuant to Section 9.200.120 of the Zoning Ordinance, provided a written appeal and filing fee of $175.000 are received by September 12. Please contact this office for assistance should you desire to file an appeal. If you have any questions, please contact me at (760) 777-7068. Sincerely, JERRY HERMAN COMMUNITY DEVELOPMENT DIRECTOR MICHELE RAMBO Associate Planner Enc. cc: Community Development Director Building and Safety Manager Fire Marshal Public Works PLANNING COMMISSION RESOLUTION 2001- CONDITIONS OF APPROVAL - APPROVED SITE DEVELOPMENT PERMIT 2000-682 (AMENDMENT #2) WORLD GYM PALM DESERT, LLC. AUGUST 28, 2001 CONDITIONS OF APPROVAL The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta (the "City"), its agents, officers, and employees from any claim, action, or proceeding to attack, set aside, void or annul the approval of this Site Development Permit. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action, or preceeding and shall cooperate fully in the defense. 2. Prior to issuance of a sign permit, the applicant shall change the plans to reflect that the raceway shall be painted to match the color of the building behind the sign. 3. Prior to issuance of a sign permit, the applicant shall change the plans to reflect that the sign shall be moved from the west elevation to the south elevation. August 22, 2001 Page 1