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0305-092 (RC)_,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 Dto /r-� Signature of Contractor OWNER-BUILDER DECLARATION DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( ) I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier Policy No. (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the. performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation,$rovisions of Section 3700 of the Labor Code, I shall forthwith comply with thoe provisioi Date: Applicant »�- Lrxj / !/ a 62,- _ Warning: Failure to secure Workers' Compensation coverage is -unlawful and • shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authprize representatives of this City,to enter upon the above-mentioned propertt for Tins%peetii n purposes. Signature (Owner/Agent) 7`/C f N /'t �L � Date~" 'G0 " O BUILDING PERMIT PERMIT DATE VALUATION LOT TRACT W12W&M SZ1340W.00 P..2• PIA 30147' JOB SITE ADDRESS Jamar -.^I APN ft -2,204",, 3 OWNER CONTRACTOR / DESIGNER / EN (NEER DCD DEV, IRC db Sl D.TSI'."%T NAi`.l`.iC%y`3.1ts1.I+dLT.1;MO3,dM-3.T)h C 46753 AD,. N10 ST - 2100 A VUU.V.T(Xr 30.7m 208 Lh QuItz fA CA, 9221531 'JITYC8014 AZ 95712 (520)385-9116 CS111 USE OF PERMIT MMJ.I}�f Yf7u S>`1F:L`t IIHO &_ 1nXTURZ f.A.`t`O'Ua MR ROSS .RETAIL. STORK , CCE s;3ORY ' I'&MIT TO W 0 -CM TYk"E'i?-K (61200-02.1) CC1AI'}1i�� "i.,�1T! (yEP21T 51,000.w IAI Ii:5r:4.'7.,c�,.AI`M9 COST OF CONS3C.lUCM:IN �le4af3iD,G�ll CONSTRUC)710N FEE 101-000418-000 &419.00 :PL &W CHU K FEZ 10 i 4)004 Y k $299.Srs 'STRONG MOTION FRK-CO' -241.00 $10,71 ' ' 6 u MNy 1 • ' �.QiVIK,TA ' . Ct F A�C� �+EpT. • r S'-:fps'1AL.0O3NT.FPtK1-1011 '.P PLANT C''[[Ja `$72vvy9pp.p3�00 'D )�'K ��;j�S��� (` MS Ts,x i'11 t r �i' 1 x taxC NE3w S729.30. RECEIPT DATEtj BY DAT AL INSP OR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans OX 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 BLOCKWALL APPROV S POOLS - SPAS 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 0.K• for Finish Plaster , Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS:.: . ` 10: 09 91n 1t �yJV;/ Pei mif # 7607777011 LA QUINTA PAGE 02/02 P" City of La Q uinta W Bulking ar Safety Division r P.O. Box 1504 78.495 Cao T Project Address: 7g -'700 A. P. Number: S�G ConUactor: j(• 10t1q, t 41 Ft��6 Address: d vs G' City. ST. Zip: � S0r1 , Telephone: x ,5020 885 - I? State L' # e amplco La Quints, CA 92253 - (760) 777.7012 Building Permit APPlicadon and Tracking Sheet Owner's Name: X Oescai• cl+leS , One P.ven Address. y. �i(a753 ,Adams c D4ue Sino ity. ST, Zip: K LQ Q��••�qcg 9aa53 Telephone, i(o0 -')171- ,,y � ;,: <:x 33 y� SU � D�qprojcct Description: X 8511 a N,— tc. X, (� 9a City Lic. Arch., Engr., Designer: 3 Address: City, ST, Zip: Telephone: «�, �xsµ�, Z.......e cM �.. Construction Type • Occupancy: State Lic. #:"•x `a7s 'p A. Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: x L.clfl0. Ya n'� Sq. Ft.: 3O, 05a I # Stories: #Units: Telephone # of Contact Person: _15a0 885 - 11(, { Estimated Value ofl?rojcct: S� 1 QOO 9 APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Rcq'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Structural Calcs. Reviewed, ready for corrections Item Amount Plan Check Deposit Truss Calc;. Celled Contact Person Plan Check Balance Title 24 Calcs. Piens picked up Construction Flood plain plan Plana resubmitted �� �' Mechanical Grading plan 2" Review, ready fo correction ssue 03 Electrical Subcontactor List Called Contact Person SI % Plumbing Grant Deed Plans picked up or, ° 15bw H.O.A. Approval Plans resubmitted Grading 1N HOUSE:- 7d Review, ready for correctio u 6f' (� Developer Impact Fee -Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Dote of permit Issue TE School Fees t� 57A.W �"�� 4�'' �FICE P/R✓S Total Permit Fees ,�- 7 t 4'-I 1/2° n in in 4'-I 1/2° N N g�. L/ TY�. 4'-1 1/2° 4'-1° 3/4° 4'-I 1/2° TYPICAL CONFI&XATIOK SE= RO55 4%�� t� SPI FOR EXACT CASE CUR ONFIGATION. PLAN �_ 1/4°=i' -o" CITY OF I A QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSzTIRUC�TlO GENEiRAL. NOTE5•: DATE I '! :r, I. ALL METAL EXTRUSION5 ARE 5M-MnMON5 WILL NOT BE NED. 2. ALL METAL TAL FIFINISHES AIS STYLMARK• ORvAI).J 3. ALL SHOWCASES MUST BE UL APPROVED WITH LABLES AFIXED. 03��—'Gnz 4. ALLEXTERIOR SURFACES TO BE HIGH FRE55 JRE LAMINATE. MELANINS FIN. ARE EXCEPTABLE ON INTERIOR SURFACES ONLY. 5. SASE TO BE 6' BLACK TOP SE T BASE. MANUFACTURER TO BE BUKE RUBBER' COMPANY. ANY MANFAGTURE SUBSTITUTIONS MUST BE APPROVW BY ROSS. VINYL 5A5E 15 NOT ACCEPTABLE. 6. ALL LOCKS TO BE COMPATABLE W/ BEST REMOVABLE GORE LOCKINC7 SYSTEM. ALL LOCKS TO BE CAPTIVE K= -Y. KANSTAN 15 AN APPROVED 5057I71MON FOR THE LOCK BODY ONLY. PROVIDE TF•E LOCK WITH THUMB TURN 5 ONLY. FINAL CORE5 WILL BE INSTALLED BY ROSS. 1. SAF= PROVIDED B" ROSS AND INSTALLED BY OTF�M5. 8. NSTALLATION BY C.T+ER5. 9. FIBER TRASH CONTAINER TO BE PURCHASED FROM NVF CORPORATION. zoss Foct<ue naare, JEWELRY ISLAND --v 4$ z KEY, O.CN -OI STANDARD CASE © JK -M STANDARD 6 SE © JW -M 5/4 CASE OD"F 04 55/4 CA n HANDICAP CASE POY'I R POL W 3 ,, ® � 2'-b° m N N N g�. L/ TY�. 4'-1 1/2° 4'-1° 3/4° 4'-I 1/2° TYPICAL CONFI&XATIOK SE= RO55 4%�� t� SPI FOR EXACT CASE CUR ONFIGATION. PLAN �_ 1/4°=i' -o" CITY OF I A QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSzTIRUC�TlO GENEiRAL. NOTE5•: DATE I '! :r, I. ALL METAL EXTRUSION5 ARE 5M-MnMON5 WILL NOT BE NED. 2. ALL METAL TAL FIFINISHES AIS STYLMARK• ORvAI).J 3. ALL SHOWCASES MUST BE UL APPROVED WITH LABLES AFIXED. 03��—'Gnz 4. ALLEXTERIOR SURFACES TO BE HIGH FRE55 JRE LAMINATE. MELANINS FIN. ARE EXCEPTABLE ON INTERIOR SURFACES ONLY. 5. SASE TO BE 6' BLACK TOP SE T BASE. MANUFACTURER TO BE BUKE RUBBER' COMPANY. ANY MANFAGTURE SUBSTITUTIONS MUST BE APPROVW BY ROSS. VINYL 5A5E 15 NOT ACCEPTABLE. 6. ALL LOCKS TO BE COMPATABLE W/ BEST REMOVABLE GORE LOCKINC7 SYSTEM. ALL LOCKS TO BE CAPTIVE K= -Y. KANSTAN 15 AN APPROVED 5057I71MON FOR THE LOCK BODY ONLY. PROVIDE TF•E LOCK WITH THUMB TURN 5 ONLY. FINAL CORE5 WILL BE INSTALLED BY ROSS. 1. SAF= PROVIDED B" ROSS AND INSTALLED BY OTF�M5. 8. NSTALLATION BY C.T+ER5. 9. FIBER TRASH CONTAINER TO BE PURCHASED FROM NVF CORPORATION. zoss Foct<ue naare, JEWELRY ISLAND --v 4$ z KEY, O.CN -OI STANDARD CASE © JK -M STANDARD 6 SE © JW -M 5/4 CASE OD"F 04 55/4 CA HC HANDICAP CASE issue date- APA 2001 Date - Future Nwnben JW 11 Dwg. 1 of 8 PageNO- 403 RSSC51-A STANDARD CASE a RSSC61-AIA STAN. CASE ® J -BOX FOR CONNECTION TO PAYCOUNTER (AM=MASTER) oRSSC51-D C. OO STANDARD CASE z ©RSI/BDIVI 1/8' DIVIDER ®RSI/8DIV2 1/8' DIVIDER OF RSCF STANDARD FILLER RSCFG . Fr' FILLER AT GATE. OORSGT GATE ASSEMBLY ®RSSC61-HC HANDICAP CASE RSB172S ®2 BACK ISLAND SAFE MODULE RSB172P ® BACK ISLAND POS MODULE ®RSEP-HC V REVERSIBLE CIN OF LA QUINTA BUILDING & SAFETY DEPT. OVED 1000 Forest Aver Dallas. Tdaas 75215 Ph. (214) 565-1000 Fax (214) 565-1015 OATS AY u,w p,�� pphyyy ��/'icE/o� ScAl 10- � INE NAM I�2_ JOB 1OSS J0� ROSS f01R LESS FOR CONSTRUCTION 2 NOTES MAKE SDRC STORE SPECIFIC LAYOUT IS PROVIDED BY ROSS 1S AVAILABLC 1A 2 B 49 1/2 9 1/ 2 3 1/8 O �\ O M N O N m NOTE: REFER TO STORE PLAN FOR ACTUAL LAYOUT. `\ .n \\ DEFAULT LAYpUT SHOWN. HC THRESHOLD FOR POWER TO SHOWCASES -\ m m 5 ® a' 5 POWER 00 POLE FP 6 (BY OT1iERS) 72P �[' N 6 \� °�° M � D 3 1' REV. 72S ® o- FINISH PANEL 1�k I 42 30 No nr A " �8 1/2 72�". 38 1/2 FINISHED END � ko \\ c� PANEL BOMa+IER GRAVITY PIVDT HINGE 6 4 \ NON -HOLD OPEN (8/47512-633) 0 111.iIPPiim O 0 C01�lWKL TAIH W. SflYi1YID 65 ® ® O Y �YOttl14iSl M FG �, 0 ,, ®®,, 0 ,, .. �, 0 N a POM IARED 3 1/8 1/8 1/8 1/8 3 49 1/2 49 1/2 f 49 1/2 22 ®= MALE TWIST LOCK CLIPPED CORNER TYP. 193 ©= FEMALE TWIST LOCK C-1 (FILLER AT GATC) 71 C-4 /1�\ A L N EW 2 t N uuW i/sr r-� C, o 0 m IbAUBION lttC. 1000 Forest Aver Dallas. Tdaas 75215 Ph. (214) 565-1000 Fax (214) 565-1015 OATS AY u,w p,�� pphyyy ��/'icE/o� ScAl 10- � INE NAM I�2_ JOB 1OSS J0� ROSS f01R LESS TITLE: JEWELRY ISLAND PAGE 1 OF j 3 I HC noo JAM 3 ♦ FILL6Z YV PLAIN. FINISH PIANO HINGE �12L J O J &ATE YV PLAM. FINISH � R^l R-1 BLACK VINYL BASE TYP. 2 ELEVATION I R_I ' X a' a z R-1 PLA ............ E,2< ....... R -I 1 PL4 J f•,� APPROVED 1 FOR CONSTRUCTIO Ill (L 6] K _ ' X a' a 2 ELEVATION 2 PT. J f•,� APPROVED 1 FOR CONSTRUCTIO A DATE BY oR SMMARK FRAME FINISH 0020 TEMPEiID &LASS SIDE FRONT u FILLER PI/ PLAM. FINISH P_ -i R-1 !:4 SLACK VINYL BASE TYP. .......... ...... r• :s .........:.........:.... ....... ..... TE o o n ' a mF O R1 PLA PL4 PI PL4 PL -1 m cu - B . � s ELEVATION F 2 • 0 3 ri o s -r tV = :: !' .• r x. 3 ♦y = F� RSA f. ...,.. ...... ......... G..................... e I m C 0 lA ON SITE SPWRO DRIWIN65 a aJ _ PL_1 F11-4 R-1 i K � � Y O O m r C aELEVATION 0 Z 2 z Fadre nme- '�� o JEWELRY ISLAND tL ' J&HT REFLECTOR 5TYLMARK FRAME FINISH #020 rBMPERED &LASS SIDE FROM• OLASTIC LAMINATE TYP. FILLER VV/ PLAM. FINISH BLACK VINYL BASE TYP. 7 REFLECTOR -MARK, FRAME FINISH #020 PEREO GLA- SIDE FRONT STIC LAMINATE TYP. L,KK(".-FINISH OF LA QUIN A VI CK vlN11TY BUILDING & SAFETY DE PT. APPROVED FOR CONSTRUCTIO DATE BY oR SMMARK FRAME FINISH 0020 TEMPEiID &LASS SIDE FRONT PLASTIC LAMINATE TYP. FILLER PI/ PLAM. FINISH P_ -i R-1 !:4 SLACK VINYL BASE TYP. b9A date- JAN. 2001 Date- Fatum NIanW- iw 10 Dwg. 2 of 3 Page Na 401 6' I'-'13/4" 2'-01/2' 2'-0' NOTE: • ALL CONSTRUCTION w/ 3/4" PARTICLE BOARD U.O.N. • ALL TOP SURFACE FINISH TO BE L -II (TYP.) • ALL BODY SURFACE FINISH TO BE L-13 (TYP.) • ALL TRIM SURFACE FINISH TO BE L-14 (TYP) 0 ALL INTERIOR SURFACE FINISH TO BE L-15 (TYP) 3/4' 2'-0 1/2' I'-'1 3/446' LEGEND 4 O FLUSH MOUNTED O BUMPER GUARD "SEN5ORMATIC - DE -TAGGER" B.O. O GATE LATCH "KV #989AL" O REMOVED T = TERMINAL O3 REMOTE ALARM B.O. PH = PHONE GBAG HANGERS PROVIDED BY O SEE ENLARGED COUNTER "ROSS" 8 INSTALLED BY PLAN DETAILS - PAGE 2 FIXTURE CONTRACTOR TYP. O JUNCTION BOX 6' I'-'13/4" 2'-01/2' 2'-0' NOTE: • ALL CONSTRUCTION w/ 3/4" PARTICLE BOARD U.O.N. • ALL TOP SURFACE FINISH TO BE L -II (TYP.) • ALL BODY SURFACE FINISH TO BE L-13 (TYP.) • ALL TRIM SURFACE FINISH TO BE L-14 (TYP) 0 ALL INTERIOR SURFACE FINISH TO BE L-15 (TYP) 3/4' 2'-0 1/2' I'-'1 3/446' GATE L 14 STD. o w GRADE PLAM G �r c, ,o PLAN 1/4"=l'-0" zOSs WESS F-02 LESS (Al • I I 1 FILLER o Q RMINAL E3. / G I A e oo„ 5� 314• / FILLER a m aPNGE� iN)/►HALL• 5 1 ��' + \•� DIRTY AN POY�R PHASED MATCHED t COMMUNICATIONS BY &L. BUMPERS (NOT A PART) HAWS name, CUSTOMER SERVICE COUNTER (LEFT HAND) SIGN WALL � (NOT A PARif)I-y OF LA QUI NTA BUILDING & SAFETY DEPT. i APPROVED FOR CONSTRUCTION DATE gy I Revision g 1 Date- FRE Nmaber Update to shop dwg's 5 Dec. 2002 L 7 -LH DW% 1 of 8 Issue date June 2002 1 Page No. 818.1 4 GATE L 14 STD. o w GRADE PLAM G �r c, ,o PLAN 1/4"=l'-0" zOSs WESS F-02 LESS (Al • I I 1 FILLER o Q RMINAL E3. / G I A e oo„ 5� 314• / FILLER a m aPNGE� iN)/►HALL• 5 1 ��' + \•� DIRTY AN POY�R PHASED MATCHED t COMMUNICATIONS BY &L. BUMPERS (NOT A PART) HAWS name, CUSTOMER SERVICE COUNTER (LEFT HAND) SIGN WALL � (NOT A PARif)I-y OF LA QUI NTA BUILDING & SAFETY DEPT. i APPROVED FOR CONSTRUCTION DATE gy I Revision g 1 Date- FRE Nmaber Update to shop dwg's 5 Dec. 2002 L 7 -LH DW% 1 of 8 Issue date June 2002 1 Page No. 818.1 PIANO DOOR! PI(J{il�l LWR Il11VL � W/ HILTI T066LE BOLTS II TOTAL OF (4) A ELEVATION iT1( OF LA QUINTA BUILDING &SAFETY DEPT. APPROVED FOR CONSTRUCTION r n v v mo v O R. v v D ,^ PI(J{il�l LWR Il11VL � W/ HILTI T066LE BOLTS II TOTAL OF (4) A ELEVATION iT1( OF LA QUINTA BUILDING &SAFETY DEPT. APPROVED FOR CONSTRUCTION w I- r,..vw CM7G G 7 I I r. B ELEVAT r n v v mo v O v v D ,^ _ � w I- r,..vw CM7G G 7 I I r. B ELEVAT c ELEVATION I �� z�ss D�2e5S �Z Le55 FWe name, CUSTOMER SERVICE DESK ELEVATION (LH) LEGEND lO DE-TA66ER TYP. 2O REMOVED OREMOTE ALARM FURNISHED ! INSTALLED BY OTHERS. O4 BAG HANGERS PROVIDED BY "ROSS' d INSTALLED BY F.G. TYP. OS BUMPER GUARD O GATE LATCH 'KV M48A AL' O WIRE RACEWAY. OFOUR (4) 3/4' FLEX CONDUITS. RUN CONDUITS TO POWER LOCATION. CONDUITS MUST BE ATTACHED TO OUTLETS READY FOR WIRING. WIRING AND FINAL CONNECTION TO POWER BY G.C. COIL CONDUIT5 IN OPENING BELOW OUTLETS. TYPICAL ALL POWER LOCATION. O PAD ELECTRONICS BY OTHERS. 10 CASH DRAWER "DVIED BY ROSS -INSTALLED BY FLJ II HANGER BARS (PROVIED BY Reftm 8 Date, Fudge Number Update to shop dwg's. 5 Dec. 2002 L 7 -LH DWI} 3 of 8 Issue date- June 2002 1 Page Na 818.3 r v v � c ELEVATION I �� z�ss D�2e5S �Z Le55 FWe name, CUSTOMER SERVICE DESK ELEVATION (LH) LEGEND lO DE-TA66ER TYP. 2O REMOVED OREMOTE ALARM FURNISHED ! INSTALLED BY OTHERS. O4 BAG HANGERS PROVIDED BY "ROSS' d INSTALLED BY F.G. TYP. OS BUMPER GUARD O GATE LATCH 'KV M48A AL' O WIRE RACEWAY. OFOUR (4) 3/4' FLEX CONDUITS. RUN CONDUITS TO POWER LOCATION. CONDUITS MUST BE ATTACHED TO OUTLETS READY FOR WIRING. WIRING AND FINAL CONNECTION TO POWER BY G.C. COIL CONDUIT5 IN OPENING BELOW OUTLETS. TYPICAL ALL POWER LOCATION. O PAD ELECTRONICS BY OTHERS. 10 CASH DRAWER "DVIED BY ROSS -INSTALLED BY FLJ II HANGER BARS (PROVIED BY Reftm 8 Date, Fudge Number Update to shop dwg's. 5 Dec. 2002 L 7 -LH DWI} 3 of 8 Issue date- June 2002 1 Page Na 818.3 t �1 POWER POLE, TELEPHONE BOARD ZlY FCil-Y OF LA QUINTA i BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION ISOMETRIC DATE eY 8A6 HAN6ER5 PROVIDED BY ROSS. INSTALLED BFC TYPICAL 3 PLAPAD TDEACTIVATOR ICAEO BUMPER RAIL TYP. REMOTE ALARM INSTALLED e LEADING EDGE OF TERMINAL. 1"ELL BA. CUT our wR DETAGGER00 MWE TOP LI5 TOP LIS 15' r 19-3/4' n 21-1/2' n 9 3/8 21-I/2' 3/8 21-I/2' 19-3/4 � n I5' TOP LI5 TOP LIS TELEPHONE BOARD I � 5 . 2" TOP LIS 23' I' TOP LIS 68-illb' 31-I/4" 2'1' 21 )2 RAIL 135-/9' P-4' 151-I/9' PLAN Fbdwe nems PAVWM i Date- RaW9 Number COMPACT PIGGY BACK 'tee td 2 .42001 L*2 7Ft�e Update 5 Pea. 2002 12OSS CHECK OUT °n 012ESS r02 LESS I Mm data 5-M Pepe Ns WI • 135-3/16° Z1 , 68-TAb' 183/4" 183/4' Zb-3/4' 5f TOP per' ETAGGER LI5 TYP. TYP. '+- STANDARD GRADE (+` PLAM LI4 ;r o LI4 BUMPER RAIL °"Tmm °° -I °fit 3/8' STANDARD GRADE Z 3/4' PLAM LI5 LI3 I._5• m FUTURA CORNER I eM-80-0110 TYP. I• LI4 v BASE B3 rYP. BASE 83 TYP. OJT .1 13 ' EDGEBANDING LI5 TYP. HAN6� BARS YW CHROME FINISH PROVIDED BO INSTALLED BFC INTERIOR L20 TYP. SET sARs BACK b' FROM EMPLOYEE SIDE OF CABINET 1 ELEVATION PLASTIC, WIREMY AS NOTED ss° _ (; LA QUINTA STANDARD 6M LI4 y'� OF DEPT. Bosrox BUMPER BUILDING & SAFETY yrs-2000 Ap pRpV ED 'TROPICAL JADE" 14 STANDARD GRADE LI5 m FOR CONSTRUCTION RAM FUTURA CORNERBASE s3 TYP. I DATE #M-80-0110 TYP. ELEVATION AS NOTED DETKRE BASKETS A4 P. —SM21/Z• 64-15Ab" M-3/8' 18-112• 16-3/4' 3" DEMAG DETAGGER PAD TYP. Typ. LI4 3' 1.13 Z m 1-I4 BASE B3 TYP. HANGER BARS BY OWNER PLASTIC, WIREWAY DOW MOCKETT 3 ELEVATION EDGEBANDING LI5 TYP. Z.- AS NOTED PIGGYBACK ELEVATIONS Fbcdire ReVWW 8 Date- Fixture NunDer- Fixture update z .qty 2001 L11-2 "Zoss COMPACT PIGGY BACK Fixture Update 5 Dec. 2002 CHECKOUT D*9- 2 of 7 D2ESS FQ7 LESS data 5-2-01 Page Na 619.2 SEIZMIC t MATERIAL HANDLING ENGINEERING EST. 1985 STORAGE RACKS STEEL SHELVING SEISMIC ANALYSIS ALASKA INDIANA OHIO DRIVE-IN RACKS MOVABLE SHELVING STRUCTURAL DESIGN ARIZONA KANSAS OKLAHOMA CANTILEVER RACKS STORAGE TANKS CITY APPROVALS CALIFORNIA MICHIGAN OREGON MEZZANINES MODULAR OFFICES STATE APPROVALS COLORADO MINNESOTA PENNSYLVANIA CONVEYORS GONDOLAS PRODUCT TESTING CONNECTICUT MISSOURI TEXAS CAROUSELS BOOKSTACKS FIELD INSPECTION GEORGIA MONTANA UTAH PUSHBACK RACKS FLOW RACKS SPECIAL FABRICATION IDAHO NEVADA VIRGINIA RACK BUILDINGS FOOTINGS PERMITTING SERVICES ILLINOIS NEW MEXICO WASHINGTON WISCONSIN JOB #:03-0211 0 DATi--=-, CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION -;;sY 161 ATLANTIC STREET • POMONA • CA 91768 9 TEL: (909)869-0989 ! FAX: (909)869-0981 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR _ SHEET NO. CALCULATED BY TABLE OF CONTENTS DESCRIPTION TITLE PAGE TABLE OF CONTENTS PROJECT SCOPE & PARAMETERS T GENERAL CONFIGURATION LOADS & DISTRIBUTION COLUMN ANALYSIS HEADER BEAM/WALL ANALYSIS OVERTURNING ANALYSIS ROSS STORES, INC. ROSS STORES, INC. 2 OF 7 M.T. DATE 2/24/03 PAGE 1 2 3 4 5 6 7 7 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT SCOPE: PROJECT ROSS STORES, INC. FOR ROSS STORES, INC. SHEET NO. 3 OF 7 CALCULATED BY M.T. DATE 2/24/03 THIS ANALYSIS OF THE PARTITION WALL SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE PARTITION WALLS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY WITHOUT ANY FIELD WELDING. PROJECT PARAMETERS: THE PARTITION WALLS ARE PRIMARILY COMPOSED OF COLUMNS, SHEAR WALLS AND RIGID HEADERS. STABILITY IN BOTH DIRECTIONS IS DEPENDEDNT ON THE SHEAR WALLS. THE SYSTEM WILL BE ANALYZED WITH RESPECT TO SECTION 1634 OF THE 1997 UBC WHERE: V= 2.5xCaxlxW/R Ca = 0.66 <__= FOR SEISMIC ZONE 4, Ca = 0.44 x Na, WHERE Na = 1.5 I = 1.00 R = 2.90 <___ PER TABLE 16-P.11 AND SECTION 1611.5 OF THE 1997 UBC WHERE: INTERIOR WALLS, PERMANENT PARTITIONS AND TEMPORARY PARTITIONS THAT EXCEED 6 FEET IN HEIGHT SHALL BE DEIGNED TO RESIST ALL LOADS WHICH THEY ARE SUBJECTED TO BUT NOT LESS THAN A LOAD OF 5 PSF APPLIED PERPENDICULAR TO THE WALLS. THE 5 PSF LOAD NEED NOT BE APPLIED SIMULTANEOUSLY WITH WIND OR SEISMIC LOADS. SPECIFICATIONS: CODE - 1997 UBC/1998 CBC ZONE 4, Na = 1.5 STEEL - ASTM A570, Fy = 36,000 PSI PLYWOOD - S-2, Fb = 1,650 PSI BOLTS - ASTM A307, UNLESS OTHERWISE SPECIFIED ANCHORS - 3/8"0 x 3" MINIMUM EMBEDMENT POWERS WEDGE BOLT FASTNERS ICBO #5788 SLAB - 5" x 2,500 PSI SOIL - 1,000 PSF SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT _ FOR SHEET NO. _ CALCULATED BY ROSS STORES, INC. ROSS STORES, INC. 4 OF 7 M.T. DATE 2/24/03 SEIZMIC INC. r MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. CALCULATED BY 5 ROSS STORES, INC. ROSS STORES, INC. _ OF 7 M.T. DATE 2/24/03 SEISMIC/LATERAL LOADS ANALYSIS BASED ON SECTION 1634 & 1611.5 OF THE 1997 UBC/ 1998 CBC. V= 2.5 x Ca x I x W / (R x 1.4) NOTE: 1.4 IS A WORKING STRESS REDUCTION Ca = 0.66 _= 1.00 R = 2.90 W = 12.0 PSF <__= PER ASCE 7 V= 2.5x0.66x1 x12 PSF / (2.9 x 1.4) = 4.9 PSF V -min = 5:0 PSF COLUMN LOADS: HEIGHT = 8.00 FT TRIB-WIDTH = 1.50 FT <___= MAX SPACING BETW Pcol = 144 LB <___= INTERIOR COLUMN w -col = V-max x TRIB-WIDTH = 7.5 PLF Mcol = w x LA2 / 8 = 720 IN -LB HEADER BEAM LOADS: BEAM -LENGTH = 14.00 FT w = V-max x HEIGHT/2 = 20.0 PLF M=wxLA2/8 = 5,8801N -LB WALL LOADS: TRIB-LENGTH = 21.0 FT <=== TRIBUTARY PERIMETER, 4 FT x 4 + 5 FT V -wall = V-max x TRIB LENGTH = 105.0 PLF TRIB-LENGTH = 8.00 FT SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 ANALYED PER 1997 UBC/1998 CBC & 1997 PDS. Pmax = 144 LB Mmax = 720 IN -LB fc = P/A = 144 LB / 4.078125 INA2 = 35 PSI fb= M/Sx = 720 IN -LB / 3.7 INA3 = 195 PSI Lx/dx = 17.7 Ly/dy = 8.0 K = 0:671 x (E'/ F"c)A0.5 = 22.94 > 17.66 THEREFORE, SHORT COLUMN RANGE F'c= 0.3 x E' / (Le / d)A2 = 0.3 x 1800000 / (17.66)A2 1,732 PSI F'b = 1,650 PSI INTERACTION EON. fc/F'c = 0.02 fb/F'b = 0.12 I PROJECT FOR SHEET NO. CALCULATED BY ROSS STORES, INC. ROSS STORES, INC. 6 OF 7 M.T. DATE 2/24/03 fc/F'c + fb/F'b = 0.02 + 0.12 = 0.14 < 1.0, OK A = 5.44 IN B = 0.75 IN Area = 4.08 INA2 Ix = 10.05 INA4 Sx = 3.70 INA3 rx = 1.57 IN ly = 0.19 INA4 Sy = 0.51 INA3 ry = 0.22 IN Fc = 1,540 PSI Fb = 1,650 PSI Ke = 1.00 Lx = 96.0 IN Ly = 6.00 IN E = 1,800,000 PSI SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT _ FOR SHEET NO. CALCULATED BY HEADER BEAM ANALYSIS Mmax = 5,880 IN -LB fb= M/Sx = 5880 IN -LB / 7.39 INA3' = 795 PSI F'b = 1,650 PSI f / F'b = 0.48 < 1.33, OK SHEAR WALL ANALYSIS SHEAR VALUES BASED ON TABLE THE 1997 UBC Vmax = V-max x Beam Length = 5 PSF x 14 FT = 70.0 PLF Vmax/Vcap = 0.29 < 1-.33, OK ANCHOR ANALYSIS LONGITUDINAL DIRECTION: NOTE: THERE WILL BE NO UPLIFT INDUCED ON THE SYSTEM. Vmax = 70 PLF x Height = 70 PLF x 8 FT = 560 LB . Vmax/Vcap = 0.37 < 1.00, OK TRANSVERSE DIRECTION: Movt = (w x L/2) x h = (20 LB/FT x 14 FT / 2) x 96 IN = 13,4401N -LB Mst = (w x depth) x depth / 2 =30LBx18IN/2 = 270 IN -LB Puplift = (Movt - 0.9 x Mst) /.depth = 733 LB INTERACTION EQN. - [733.L8/ 832.5 LB]A(5/3) + [140 LB/ 1495 LB]A(5/3) _ ROSS STORES, INC. ROSS STORES, INC. 7 OF M.T. 7 DATE 2/24/03 BEAM SPECIFICATIONS d = 5.44 IN b = 1.50 IN Sx = 7.39 INA3 Fb = 1,650 PSI Vcap-min for 7/16" wall = 240.0 PLF Vcap = 1,495 LB Tcap = 833 LB depth= 18.00 IN Vcap = 1;495 LB Tcap = 833 LB 0.83 < 1.0 THEREFORE OK V SHAPE 3/4' THICK PLYWOOD JOINING 6' x 18' x 96' H BRACKET END WALL BOTH ENDS 3/4' THICK PLYWOOD I !I TOP JOINING CLEAT 6' x S' x 96' H I j BACK WALL CLEM ME � II i I (3) SECTIONS 6' x 18' x 48' H. i I I WING WALL . . BOTH ENDS ALL EXPOSED VERTICAL SURACES TO BE PLASTIC LAMINATE 1 ! iI III I I II .Ij: Ii TOP OF I I ! li ;i;j ALUMINUM WING WALL j j j I' ! CORNER GUARD TO BE PLASTIC SCREW WALL ASSEMBLY TO FLOOR LAMINATE I, I I I ' i' PLATE THRU OUTSIDE SIGNS. SCREWS TO BE HIDDEN BY 6' HIGH BLACK • rI t RUBBER COVE BASE I I I WALL ASSEMBLY TO I - SIT ON 1-1/2' THICK it , FLOOR PLATE I I . i I IJ 2 - SECTION FLOOR r C��U�' 9 U0M;l3Y ZODff PLATE TO BE LEVELED AND BOLTED TO FLOOrZ BY OTHERS 8081% IT OQRES CUS U O NER ZERVL'\`•�,� CIENTIER oG d�W1%1%G,1L�L . CUSTOMER SIDE VIEW 1x29/2003 ' CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR -CONSTRUCTION DATE 'L' SHAPE 3/4' THICK PLYWOOD JOINING BRACKET LOCATION 3/4' THICK PLYWOOD TOP OF POWER C ILER- W ISME JOINING CLEAT ATTACH WITH POLE TBD #8 x 1-1/2' FH PHILLIPS SCREWS i FRENCH CLEAT FOR WING WALL 'JOINING SPLINE' BOXES BETWEEN IATTACHMENT TO BACKWALL PANELS PB CONSTRUCTION END WALL OUTSIDE OF BACK WALL D CONSTRUCTION CONSISTING OF D 1/4 MDF'SION, GLUED AND.STAPLED.TO �p FRAME WITH PLASTIC LAMINATE'ON j OUTER FACE BOTH SIDES j LOCATION OF POWER POLE TBD ALUMINUM CORNER GUARDS f j OUTSIDE OF WING I I I I j WALL AND END WALL i + CONSTRUCTION I i j CONSISTING OF 3/40 PB WITH PLASTIC LAMINATE j I I OUTER FACES i MALE FRENCH CLEAT I I j ATTACHED TO END WALL j ON BOTH'SIDES TO RECIEVE WING WALL I AND BACKWALL l RECESS PROVIDED TO ! . _ RECIEVE FLOOR PLATE i I TYPICAL 3/4' PB STUD FRAME CONSTRUCTION GLUED AND STAPLED I WALL ASSEMBLY TO SIT ON 1-1rr THlcac I PB FLOOR PLATE LEVEL AS REQ'D CITY OF LA QU I NTA BUILDING &®®SAF ED PT. , 2 - SECTION FLOOR PLATE TO BE LEVELED AP P I lOV AND BOLTED TO FLOOR BY OTHERS' FOR CONSTRUCTION FASTEN WALLS TO FLOOR PLATE �= WITH #8 x 1-1/4' FH PHILLIPS SCREWS J. DATE _-- BY Mae STORIES CUSTOMER SIERWOCE - VLSR oQCWVVQLL CONSTRUCTION EXPLODED VIEW 1/29/2003 l cusFOO6iuERS sm ALL EXPOSED VERTICAL SURACES TO BE PLASTIC LAMINATE LOCATION OF POWER POLE TBD TOP OF WING WALL TO BE PLASTIC LAMINATE i PLYWOOD JOINING isEND WALL r„ BRACKET B07H ENDSi .' JOINING CLEATai C• (3) SECTIONS r-wWING WALL fJ ni►l� f���lIIIII :. ALUMINUM I CORNER GUARDS �i WALL ASSEMBLY TO SIT ON 1-1/2' THICK FLOOR PLATE SCREW WALL ASSEMBLY TO FLOOR PLATE THRU OUTSIDE SKINS. SCREWS TO BE HIDDEN BY 6* HIGH BLACK I RUBBER COVE BASE - 2 - SECTION FLOOR PLATE To I NTA BE LEVELED AND BOLTED TO CITY OF LA QU IFLOOR BY OTHERS BUILDING & SAFETY DEPT. - 12' W. x 16'H. WING WALL APPROVED ACCESS CUTOUT FOR SERVICE FOR CONSTRUCTION CENTER ELECTICAL CONNECTION LEFT OR RIGHT CONFIG. AS REGI D. OCUsG cS�ODD DATE _BY ROW�UOM'gcCUSTOMERSIRCO2MEam ACKMALL F CLERK SIDE VIEW 1/29/2003 - PLYWOOD JOINING isEND WALL r„ BRACKET B07H ENDSi .' JOINING CLEATai C• (3) SECTIONS r-wWING WALL fJ ni►l� f���lIIIII :. ALUMINUM I CORNER GUARDS �i WALL ASSEMBLY TO SIT ON 1-1/2' THICK FLOOR PLATE SCREW WALL ASSEMBLY TO FLOOR PLATE THRU OUTSIDE SKINS. SCREWS TO BE HIDDEN BY 6* HIGH BLACK I RUBBER COVE BASE - 2 - SECTION FLOOR PLATE To I NTA BE LEVELED AND BOLTED TO CITY OF LA QU IFLOOR BY OTHERS BUILDING & SAFETY DEPT. - 12' W. x 16'H. WING WALL APPROVED ACCESS CUTOUT FOR SERVICE FOR CONSTRUCTION CENTER ELECTICAL CONNECTION LEFT OR RIGHT CONFIG. AS REGI D. OCUsG cS�ODD DATE _BY ROW�UOM'gcCUSTOMERSIRCO2MEam ACKMALL F CLERK SIDE VIEW 1/29/2003 - EXTERNAL FRENCH _ CLEAT TO $M~& WINO WALL .... _ _._. FINISHED END 18 WTIH PLAM 25/32 25/82 - PLASTIC LAMINATE OUTSIDE SURFACES �- — ALUMINUM CORNER 67/18 25/32 GUARDS MITERED ASSEMBLY 914' THICK PB EXTERNAL FRENCH 39- THICK PB INTERNAL CORE SUBSTRATE CLEAT TO'HANcar FRAME CONSTRUCTION TYPICAL (4) SIDES ONTO BACK WALL 18 GAUGE CROWN STAPLES AND OWE ASSEMBLY /CC PLAN SECTM - END WALL INTERNAL FRENCH CLEAT AT END JOINING TO END WALL 18 25/32 PLASTIC LAMINATE 25M2 - OUTSIDE SURFACE T-- ALUMINUM CORNER 6"47/16 GUARDS MITERED • -�- \, \ / ASSEMBLY 2 3f314 -THICK PB 5/32 9/4- THICK PB INTERNAL CORE SUBSTRATE TYPICAL 'FRAME CON87RUCTIoN (4) SIDES 18 GAUGE CROWN STAPLES AND GLUE ASSEMBLY ��--��---- PLAN SECTION - WONG WALE. • A 3, OPEN END TO 3/4- THICK PB INTERNAL RECIEVE JOINING FRAME CONSTRUCTION - OPEN END TO BOX SPLINE 18 GAUGE CROWN STAPLES RECIEVE JOINING AND OWE ASSEMBLY BOX SPLINE 9/32- --I �- 21/16 RECESS 52 21/18 RECESS - - � 1 6 57/16 9/32- 114* THICK MDF CORE We PB TOP AND PLASTIC LAMINATE SUBSTRATE TYPICAL (2) BOTTOM Ping (2) OUTSIDE SURFACES SIDES GLUED AND STAPLED TO PS FRAME PLAN SECTM CENTER BACK WALL - NON HANDED 1/rTHICK PB 314- THICK PB INTERNAL INTERNAL FRENCH JOINING SPLINE FRAME CONSTRUCTION 1 15/16 130V BOTH ENDS 18 GAUGE CROWN STAPLES CLEAT AT END JOINING FASTEN W/ SCREWS AND OWE ASSEMBLY TO END WALL 9/32- 21/16 RECESS 52 _ I 21/16 RECESS - 1 �- f 6 57/16 57116-6 9/3211f THICK THICK MDF CORE 3/4- PS TOP AND BLOCKING SUBSTRATE TYPICAL (2) BOTTOM PLATES AS REO'D SIDES GLUED - TO PB FRAME AND STAPLED PLASTIC LAMINATE BB IR) OUTSIDE SURFACES i. 204 . 52 52- CUSTOMER 2_ 52 6 18 CUSTOMER SERME BACK WALL- ELAN VIEW CUSTOMER SERME BACK WALL e ELEVATUON CUSTOMER SIDE CITY OF LA QUINTA BUILDING &SAFETY DDEPT• APPROVE FOR CONSTRUCTION DATE BY