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HomeMy WebLinkAbout16607 SMOKEY PT BLVD_014683_2026 r G I TY OF ARL I IVGTOIV CONSTRUCTION PERMIT PE R M I T NO- 0 1—4&Sa Owner: LES SCHWAB TIRE CENTER P 0 BOX 667 PRINEVILLE 97754 Value of Work: $52,000.00 Tax ID: 283105-2-043-0001 Phone: 541 416 5162 Describe Work: DISPLAY & STORAGE RACKING Proposed Use: RETAIL TIRE CENTER Legal Description: Job Address: 16607 SMOKEY POINT BLVD Contractor's Name Type Address License# FISHER & SONS GEN 625 FISHER LN FISHES*2500E TOTALS Fee Permit Fee $657.75 Plan Fee $427.54 SIGNATURE: TOTAL FEE..... ... . ...... . . f1,095.29 I ERE BY CERTIFY THAT I HAVE READ A D XAMINED THIS APPLICATION AND PAYMENTS. ........ ..... .... $427.54 K OW THE SAME TO BE TRUE AND COR- K CT LL PR ISION OF LAWS AND TOTAL DUE........ ........ . $657.75 0 DIN CES VERNI THI , TYPE OF W K W LL B O F D WI H WHETHER S CIF ED Ji I NOT. AA AA DATE RECEIPT # Z�Q�/(,Q 11 B I OFF I AL �,� 3120 00/22/2001 10:25 FAI 541 416 5135 LS CONSTRUCTION [a002 FROM CITY OF_ARLINGTON FAX NO, : 360 435 3926 .Yuri. 19 2001 i0:18AM M RECEIVE® CITY or.ARLINGTON 40 1 CONSTRUCTION �� JUN 2 5 2001 PERMIT❑ CTiMiIINATfOri �( BUILDING MECHANICAL Q PLUM0ING Q sloth �� ��PERMIT RLiN NO. j OWhE pp I; „� A ounc 5 CITY A Ifl MAIL A upw An A 1} Ate Avu L a "�� �D. I t rltoN L MLCI I L G10 L bpR 5 7alp 1 ti PLVMOJK.CONiRACTOR LjS C!fvrimmWGt 0 GLASS I K NLHI (]AUU►71pN (�ALTEAATION ❑REPAIR VAWA ION01 WORK [�U[MOL►rinN ❑BUILUfNfi Rl:I.gCAT10N •, tjt Dl��WORX t- `� D _E But f HEREBY CERTIFY T14AT I HAVE READ AND EXAMINED THIS APPLIC AL e R pit hraow f Aug R e s TION AND KNOW THE SAME TO 119 TRUE AND CORRECT ALL PRO) K to I ��1 r EMT $IONS OF LAWS AND ORQINANCES COVERNINGTHIS TYPE OF Wd! ILL BE COMPLIED WITH WHETHER SPECIFIED HER1N OR NOT.7F CRANTINC OF A PERMIT ODES NOT PRESUME TO GIVE AUTHORITY T VIOLATE! OR CANCEL THE PROVISIONS OF ANY OTHER STATE C TAxio NUM R rAr FROPRRTY TAX STATEMENT LdG4l LAW REGULATING CUNIITRUCTION Owt7I.1&PERFORMANCE t CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCI los, t SOCTWUtEb/COurtACYCYCOiI+WiN{�1t1LE0AGr1YP DA" Litz I tl 2 (OP;i1C oML•t7 eafAN► nz NO. TYIS OF FIXT{ It aP[i OP trlYMfatL' CL091Sr 1 rBiS aY [J m 06110.U14M-H tra•� V TOR As1 M TIPR1oL+sLATi4N UT11TB— ,VA. ul .per.. - IOW rN1tIRBD rrS—T1)XNA0BffA- rlsltw191% BK•. 11GI%XXx ADI690YA oxc=A19LVrU LSMS It1ft f —ILTL. iti DRY TRAY I 1lrATtyts— T.. M IIn WAs1TER CAM S nTam a , I lx 115 DKYPJU �TGR(l1xoU,RVcr PouNtnM IA N VAN DRAIN TOW ca w M u1ULAX w1n . - oorbRAlN8—RAIN AbIM9 'Mr PlRatt/lcoJ CE11EtNIIY N DAVICU—DAlr Y ANPIPWO ftvp tog- M, �hn • ul ID rruR N avo YoYA4 WO TOTAL. 1 rr�[Mrr Tw" If tOtMIT I Rlu+.1•-�RtrSLtpAGk SrnU,t3f,rBACk TLTrALFBa RLARVAItraSiTiA+CK rLANGSLCXkUNsta PLANCfmcxF[E I7 i fE `-� _ 'A atccl.t.N 37 Slrl•lUNi tvVI AKkA �AcwwT Slit �-�� � I �•� S 13YPS [3NO FEES VALUATION FIE 7YFL fN CONS►. VCGVP^nCy uµUUt HO.OE DWFjLLMfjNIT9 PLANCHICKBYG VG SUL or eL No•o+stuulVy MAX.MC LOAD 6lPlb� 1 PLLIMBINO 7Rfl 6PRMRLtrtS REQY1il(tl YES ©HO MFrCHANIGL ____ COMMENTS STATC ULU"COPE tNERGY C10DE SURCHARGE _� - MALTY r9o�f�f WATIMISMA F(LS torts, ►IP&T VAUVATION MMIIi11YpMUT VALIVAT[d NW rU MAIM,"US tf WKK PM" Rf"" PATO CAN OY re-ASOCSSon,APPLICANT,TREASURtK SLQO.DCPT. nUROWC1t7�iG��S CAI C. r%nhv RECE�vR� ,uN 2 5 2001 CITY OF p,RI MGN ON A Division of Les Schwab Fire Centers O RECEIVED of Oregon Inc. JUN 2 5 2001-1 0 — LES SCHWA CONSTRUCTION CO. P.O.$oX l667CFrti WNG on 97754 (541) 416-5162 Oregon Reg.#61280 FAX 416-5133 Wash.Rea#LSCQNC"*114PC LETTER Of TRANSMITTAL Date: June 14, 2001 To: City of Arlington Dept. of Planning & Community Devlopment 238 North Olympic Ave. Arlington, WA 98223 job: Les Schwab Tire Center Arlington (Smokey Point), WA Attention: David Anderson Subject: Racking Permit We Are Sending You the Following Items: x Plans Shop Drawings Diskette Specifications Copy of Letter Other x Calculations Copy of Report Copies Description 3 Racking Plans & Calculations 1 Permit Application 1 Check in the amount of$427.54 for review fee Via: UPS: Ground: Next Day: 2nd Day Air: US Mail: Regular: x Express: Fed-Ex: Hand Delivery: These Are Transmitted as checked below: x for Approval Approved as Submitted for Bids Due as Requested Approved as Noted for Your Use Returned for Corrections for Review and Comment Return Corrected Prints Remarks: Please find 3 sets of plans &calculations(2 copies & 1 wet-stamped)for the display & storage racking in our new store. Please review for permit approval. Copy To: File Signed: Greg McDonald i 1�k � I , Building Dept Project Tracking Form ' contractor.Name-&address'_ _,.:Permit-No.-.K- L"as SC-hwcto Lpk3 It cj,-�- sl(-wkt t l t/b Date Received: _a�-C J More info required: Information received: Sentto ' ' ' date nt due ba k ` called received comments`_ hacking X1 3/32"1/4 I Oro tD N — 4Ul n N 4.. \I.. •� 4 AAJ.V l ( ` 1/4"ORIVET 2 ASTM A345T79 p� -- -- Q ---.i\ ASTM A345-79 - 14GA. Q "DSC" BEAM "DR B" BEAM 4 - 1/4"0 TEK SCREW \` TIE PLATE I Q gf �! 111��� E Mt✓G 5f EL�NG 4 I I G Sf1.-3/32„ O VIO 2 86" Pp ^ 0 UJ rE E "i 1r l 0 EpP p ^I Q 0 GA } _ 110 144 N Y, t - `-J 1/4..m RIVET iSTM RIVET - 1 A 14 GA. kI._ ASTM A354-79 ASTM A345-79 7/4"0 RIVET I. 1/4"0 RIVET TT' TIE PLATS ASTM AIVET x ASTM A354-79 "TDR" BEAM "DRBZ" BEAM 19/32"- "APH" POST 1 CROSS AISLE TIE 2 BEAM CONNECTION 3 BEAM SECTION 4 BASE PL. & SLAB CONNECTION 5 N 1/4"m TEK SCREWS--- - (2)-1/4'"0 TEK-SCREW -�, �J72 TEK SCREW-� =' PER BRACKET /� BAR GRATING PANEL � \ "J" BRACKET -- g - - - - - -_ D -_ -_x _ - __. _._ _ �.. .r : TS-3'x2' 13 GA. 60" CATWALK SUPP. JOIST 15"' 72'" 15' 18 15 ' i J , BEAM I 17 ® a" 1/8 " J't BRACKET DRB�. 2 1 4"0 ROD - TYP - _ DRB 'JR9 _ 1/8 2 I ttP. _. TYP TYP Yl � �Pr"r 4d1 kZ"k13 -1 " /1 13 16" _ 72" Max. __— ._._-.. A571 ? ' /- I/ � ,_ ♦Z 3" � �, TYP. SINGLE Gq.. * 60 I TDR BAR GRATING DETAIL J"�BRACKET CONNECTION I� 5/16"0 GR.5 'a TDR y 14 GA. WIZ BOLTS14 GA BAR GRATING PANEL �tTyp.(,�3�_-�AN y'r E (MN NU I V 3"x2'x11GA. FORMED CHANNEL �j ry jai TD " FCC 4°4 IJ1„�/4� I CATWALK SUPPORT BEAM 1/ �4 5CRE iE�SGRto! WHIZ 5CR fK SCREY� Q Q --- - - - - - - --- -- 4 - - .-I . rrP 1/4 t/4 (� n (`'� ( TS-3"x2"xt3 GA. - L.R DT. JOIST - 40" ` (?; 1/t'0 RAWL DRIVE ANCHOR ICBO #4514 (1) 1/4"0 RAWL DRIVE ANCHOR ICBO #4514 00" ' ttP' PER BASE PER BASE PLATE 1 1/2" EMB. ----_-_ -- ---------- -� (N^ SPECIAL�INEPFCT ON REQUIRED) (NO SPECIAL INSPECTION REQUIRED) 6 CATWALK BEAM & BAR GRATING DETAIL "FPD" DOUBLE FOOT PLATE "FPS" SINGLE FOOT PLATE AIL 7 12'-0" HIGH SHELVING SIDE VIEW NOTI-S: 1 DE,.GN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS 60 60" 15" 72" 15" ,18" 15" --_.-__60, 15" 18'_�15"_fi_-- 448"____ 1_8,.T OF r,AI IATlCDRM S A? NG CVUE Ay 7 E)�,H THE REOI;IRFMFNTS 60" .�-- __. __. ON .. T..-.---- ,_� 1 SE rF A S.PAPES FY=36 KSI �-'.SIN A�70-85 I SE -.x.EPT AS NOTED) FT -a p ALL :^rE DF CONS:,RUCTION IN A SHOP 0 AN AR Wa 11D A3'e„nT?R I rE (..XX L R DE-S DRB DRB S_ urce DRB "'I, 4 CC ICR C S-A3 S -HICK 200r' P COI Dt ARIYG CAPACITY 1000 °SF SA-225-72" T } rN hH iR N. F?ASED 0 1� rYP DCHANDRAIL) ttP ttP. iM tYP. HAruDRA�L ttP. 5 75 S N _ TDR I RBZ SA 2.25-48" 30 i E' CRc PASS & COU, rk I IMi -„ter 1- f �. i 6 WI, SHELVING INS L IATIONS AND VAN-FACTUR ID N CONFORMITY TDR I., I ..✓ DRBZ ( R ��D� ) 20 (.A A'JAROV SNA A 'U N N CPF YOREN f ICU L _':CA70Nc M _. - TDR ro OU A ^N L t` I� AREA I I :: vEN P�A E rrnP �-0 �r y ro TDR �i - DRBZ 'LNG THE MAXM1M cRb,I j I1 CAD I f n AGF ELV'�NG `;HA F H { 'C PROM THE n I JF DRB I ! «�i �41 � �'3 I R 3 1 I - xuc� �Octs G� S"T J TDR - �ONAL� 3) N �y 5 2^Gt EXPIRES /1?-.1 , : N _ DS., No M I o I ARl4Nt2i1 ----' -- ICI TDR I aL. I j REV.- D AT REVISION 6) _ {6) {6 1 TYP _ T R TYP. R ttP. �* RACK DESIGN AND ENGINEERING —4 I 3786 LA C'RESCENTA AVE. #204 GLENDALE CA. 91208 �. ei vI SCALE NONE DRAWN BY: A.RH. TRK. PASS. & COMM. PASS. & COMM. PASS. & COMM. PARTS DATE: 2-6-01 - PROJECT: LES SCHWAB TIRE CENTER 41. NGTON, WA. 98002 TRK, PASS. & COMM. PASS. & COMM. PARTS SHLVING SIDE VIEW "RAPID RACK" sHE�,I�: �7AI�s TRD s B4 HFFT , ROTH SIDE TYP ._.._.�_-_ I.. TYP 7 1/9 71= 7 1 e , ® �I nw ` I ❑ 1/4"0 SAFETY LOCK PIN - ---4 7/16"m RIVET 1 `/1 ASTM A354-79 TH'K-3/16"-' X' :?-3/4 , T�,.. .. . LM30 LBC55 BRACE TO COLUMN CONN. 1 BEAM TO COLUMN CONNECTION 2 4 PIN CONNECTOR 3 COLUMN SECTION 4 BEAM SECTION _ 5 Z�• 2p' .14 GA. DIAMOND {' _{ PLATE A-36 I`a N.I •.� STRINGER 'V/�� ' �U rv�"1 L'PPER RRACKR 12 GA. _ � Q)_}/5'0 BOLT IQ V t",0 GA v�')n-1—/8 rI . V�V �rrL �E ;•i �4 �_t}� ✓ ._ AN' TYP P05 - E/2 mE3 GA 2 5• STEEL wP . a.PIvaCP ` Ingo � V :4G J,E ® O Q0 / BOLTS ! 1 2"♦.13 GA. TYP ® - �T S 1/2" CATWALK SUPP. �.\• _ _.. —.-_____y, • f p •�� BBB m vai 7 "• STEP BEA .k-- - STRINGER- 0 •,� FY=36 K51. BOLTS 3"a2".1/A"GUSSET (ASTM A-36) \ 1YP.ALL POSTS UPPER 5 1/2" BRACKET ! _-... ..,. / m n. BEND LEEf OR '• STRINGER- wDHr a TWO 1/2"0 ANCHOR BOLTS PER BASE PLATE _ ,Te" 2-3/6'0 BOLT­�' 3 1/2' EMB., (SEE NOTE NO. 4) \_ _� 1-1/2"0 ANCHOR 36"WIDE STARS BOLT 3 1/2'EMB. 9GTTOM RR rKET BASE PLATE DETAIL 6 BASE PL. & SLAB CONNECTION 7 UPPER LEVEL SHELVING POST CONN, 8 STAIRS DETAIL g 60" 60" 15" 16" 15" 60' �ORB TYP. 7 TYP. f ' TDR _ T R DRSZBOR AC- * a* .%—(I/ (HANDRAIL) a M M A; x m TDR 00 TDR m H eH y �ONAI. G EXPIRES V NOTES: _ TDR TYP. 1-DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS * * AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS -------"""'- -' ""-"--"" Q c „�.� - o n $ OF THE UNIFORM BUILDING CODE 1997 EDITION 2-STEEL FOR ALL SHAPES FY=510 KSI. ASTM A570-85 GR.50 (EXCEPT AS NOTED) TDR 3-ALL WELDED CONSTRUCTION IN A SHOP OF AN APPROVED FABRICATOR - (E70XX ELECTRODES) -H ;1 - 6.1 4-ALL ANCHORS HILTI KWIK-II IC`BO �14627, OR RAMSET REDHEAD ICBO #1372 REV. DATE 1-tEVI;Ior� - 6 CO SPECIAL INSPECTION REQUIRED) 6) -CONCRETE SLAB 5' THICK 20C10 PSI. SOIL BEARING CAPACITY 1000 PSF 6 RACK DESIGN AND ENGINL�ERING TER 6- 75 PSF. CATWALK LIVE LOAD. TYP. TYP, �__ 7-ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY 3786 LA CRESCENTA AVE. 204 G'LE'NDALE CA. 91208 _ " ' - - " ' WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS sr,Al F: NONE DRnwN Br A KH v v A PERMANENT PLAQUE EACH N40T LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF NOTE NO. 6 DATE: 2-6-0, PROIECT'. LES SCHWAB TIRE CENTER ARLINGTON, WA. 98002 PASS. & COMM. FRONT VIEW SIDE VIEW "LMT" RACK DETAILS �oB ND SHEET N°. RD-5464 1 2 OF Z