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HomeMy WebLinkAboutPlans TIGARD WIN SUPPLY RECEIVED )1OVV Ij 2012 12970 S . W. HALL BLVD ; # 1C CITY OFTIGARD TIGARD , OR 97223 BUILDINGDNISION 6'-7" 6'-8" I CD x x x 1 .. k 8' 1 k 4' -I CO CO 00 To- vw DD • 00 09 o rn m 00 09 • 99 00 e x x x 00 99 00 00 W 48" x 96" 48" x 96" 148" x 96" a 14) 43 f� 331-3" c 25' x m 4" BEAM (TYPICAL) x x - D 09 CO 10 CO 10 —I 0 CO o :E 7 CT) v 00 s - - x x x 10 CO 10 CO 94 4 I9— 09 X x X .. .. I— —10 I 12'-0" dE 4 4 4 o 99 9' 9 00 9 00 0 00 -CO (0 CO 0 99 • 9 00 9 90 , I. x x x - - -- �- 1 8 3i 's b • V 7 7 co c0 to 9 0 I , 33, 3" a, 9 0 6' EXIT - 0 x x x 0 9 �141 E t 4'1 T CD De CD CC X x x u co co co 0 ( 8 2'_6++ NW o, m a) 0 , x x x 25' D 0 m + I VI FW A VI I- W B x x x 4X SCALE 4X SCALE co 0 c 14'-3" - - 14'-3" v 18' 32'-6" 4' TYP. 6' — t 6' — - - 21 ' - _ ICE 0 = ) he' CITY OF TIGARD Approved T! [ �Y io � � Conditionally Approved [ ] 24'-2" ° See Letter to:Follow [ ] x Attached l 66'-6" - Permit Number: %►' •tZ Add ' .. O ■Tflf`e.al► I I'd By: ar.� Date: r71-Zr 1- Approved plans �1 , EXIT" shaft be on job site. 1 yt UP ---e OFFICE COPY C 0 l SPED PROres �6' �NGINFF9 S/O9 C c' 669' A P E r X. �'EGON :{o ; DETAIL RACK LAYOUT y, .V .2 Scale: 1/8"= 1'-0" (EXPIRATION DATE:DEC 31 202 SEPT 28 2012 STORAGE RACK ONLY NOTES: MATEIZIAL�e OWI& CONVEIOW R R 9S 2EMS, INC. 1 . THERE IS NO PUBLIC ACCESS TO THE STORAGE AREA IN THIS FACILITY. PH: (503)678-2401 /(600)338-13821 FAX: (503)678-2481 2. DESIGN OF STEEL STORAGE RACKING AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WEB SITES: w8-2401 (800)338-1 • • FAX: (503)678-2481 WITH THE REQUIREMENTS OF THE 2010 OSSC, RMI, & ASCE 7. \ \ I 3. SEISMIC INFO: IMPORTANCE FACTOR = 1 , SEISMIC USE GROUP I, Ss=0.944, Si =0.340, SITE CLASS D, Sds=0.706, Sd 1 =0.390, SEISMIC DESIGN CATEGORY D. ! TOLERANCES NOTICE 4. STEEL FOR ALL ROLLED FORMED SHAPES Fy-50 KSI EXCEPT AS NOTED. UNLESS NOTED OTHERWISE THIS DRAWING IS THE PROPERTY OF MATERIAL SELECTIVE PALLET RACK „ - FLOW & CONVEYOR SYSTEMS, INC. AND is SUBMITTED STORAGE SYSTEM 5. ALL STROMBERG RACK 48" DEEP X 12'-0 HIGH UPRIGHT FRAMES FABRICATED USING 3" X 1 X 14 GA .000 ± .005 ON THE CONDITION THAT THE PLANS, DESIGNS, COLUMNS, 5" x 7" x 3/8" FOOT PLATES WITH (1 ) ANCHOR/PLATE CONSIDERED. I-SERIES STEP BEAMS TO BE .0000 ± .0005 AND CONCEPTS PROPOSED BE HELD CONFIDENTIAL OVERALL LAYOUT FRACTIONAL ± 1/32 AND IS SUBJECT TO RETURN ON DEMAND. IB400096 (4" X 16 GA X 96" LONG) WITH 3-PIN CONNECTORS. FIRE EXIT ANGUAR _ * DRAWN BY RSC REF. No. NEXT. ASS. DWG. CUSTOMER TIGARD WIN SUPPLY 6. DESIGN STORAGE CAPACITY PER SHELF IS 1 ,200 LBS. MAX., 800 LBS AVERAGE. x I , DO NOT SCALE DRAWING CHK'D BY SHEET TIGARD, OR 97223 7. ANCHOR BOLT SPECIFICATIONS: 1 /2" DIA. x 3i" EMBEDMENT, HILTI KWIK BOLT TZ, ESR- 1917 OR EQUAL. - EXIT` — REMOVE ALL SHARP JB JOB NO. DRAWING No. CODE REV REV DATE D E S C R I P T I O N BY EDGES AND CORNERS DATE09- 18-12 SCALE 1 /8"= 1 ' MF- 12-3500 12 - 3500 — L01 M - -�-- ---�_ Q • I f /� " " ` Q 0 ° \/ 1 0 0 Qti1 It ° — I ° �'� \ Ailillk Q Q ° o / �\ \\ w \ 0 _ \ \ \ ' � \° ° _-8'" TYP." , \. , 0 � I \ _ ; , Q Q _ ° � v , , ❑ ❑ Q - QQ 0 0 / \, Q Q 0 0 / I r-Q . ❑ 0 Q 9 o 0 , 1, Q Q ❑ 0 40MIN�AP I Q\- r Q ❑ 0 ? TYP. 1 8 Q 0 ❑ I ____91\9i_ ❑ ❑ \ I ° ° \ 1 0 0 — ❑ ❑ \, Q Q ❑ ° \, / QQ Q ❑ ❑ \ / 4 Q Q Q Q 0 0 ,\ /5 Q , ❑ o \ / Q Q Q Q 0 0 ',\ \ i j Q Q 0 0 ,\ /1. .1. , u I. 1. . II, + ` a Q v v a 4 a \ / 4 v m a " •aa � • a TYPICAL SIDE ELEVATION VIEW /• . i— , a a • a / a - • . a a a . . a • \ — (3" x 3" COLUMN SHOWN) 6" THICK CONCRETE SLAB © 3,000 PSI \�' , -"� „ 12 f '� " TYPICAL FRONT ELEVATION VIEW 3,, � _ �" i 12 f — — -- 3» TYPICAL BRACE CONN . 4 4 2 3» 4 -�. F _..� 4 Static Capacity/pair per Span (lbs.) I 4X SCALE Type Height "A" Width "B" d t Fy 96" 108" 144" 168" x AXIS I _ _ ___ _ _ r --{— ----- 3„ x AXIS 5,, IB300 3.00 2.5 1 . 625 .063 50 Ksi 2,250 1 ,750 — — 12 GA----- I 14 GA — 18 or y f � IB400 4.00 2.5 1 .625 .063 50 Ksi 4,200 3,400 — — 14 GA r 11 » R 1 /8 IB450 4.50 2.5 1 .625 .063 50 Ksi 5, 100 — 2,500 — ' I ' ' ' 3" 2 r� IB500 5.00 2.5 1 . 625 .075 * 50 Ksi 6,000 7 300 5 000 — 3" ----� , — 16 GA r 1 " L IB600 6.00 2.5 1 . 625 .075 50 Ksi 10,500 9,500 7,000 TYPICAL IU24 & IU30 COLUVN SECTION TYPICAL 1U18 COLUVN SECTION I� I B800 8.00 2.5 1 . 625 .075 50 Ksi — — — 8,000 3" 8'� �1 U 24: 3" x 3 x 14 GA I U 18: 3" x 1 5/8" x 14 GA 3» -� f 8 z- UPRIGHT COLUMN * IB500096 MADE WITH 16 GA (.063) MATERIAL IU30: 3 x 3 x 12 GA 4" BEAM 3„ Type Width "W" Depth "D" t Fy Static Capacity TYPICAL FRAIV E BRACING MEMBER 7 1 „ i 3„ IU 18 3.00 1 . 63 .075 50 Ksi 18,000 lbs. \ > c? V 8 4 IU24 3.00 3.00 .075 50 Ksi 24,000 lbs. Width Depth t Ky - + IU30 3.00 3.00 . 109 55 Ksi 30,000 lbs. 1 .50 1 .00 .063 50 Ksi, se- 1 g 70/ --,:;----- �'� d 3 COLUMN CROSS SECTIONS 5� BRACE CROSS SECTION 2" - - { •Ly/ 9/16" DIA. HOLE FOR 9/16" DIA. HOLE FOR • t 7 1 /2" DIA. WEDGE ANCHOR 7„ 1 /2” DIA. WEDGE ANCHOR 2 I 4" 52" - (2) PER BASE PLATE 4" -- - 52" - (2) PER BASE PLATE g bi \ I r+ E70-GMAW 2°° NO WELD INSIDE I B \ \ 1 /8" 1 5/8" x 3/4" STEP I J r_gg c( ,/ I�u�+4{, P 5" • 5 ED II ���NGINEF9 sio2 \ � I I u I I �rI � �� ��,0 - __i X_ AXI_S_I_ _ 't I 9 \ - - _((1� g(c( L 1 , 6694 PE r E70-GMAW I 1 STD. 3-RIVET END CONNECTOR PLATE 1/8" 1 - 12 71---464: "' 22,, u x AXIS �� 22, t- Ir. - FOR BEAMS 5" DEEP & SMALLER I —u, — - - — I — Ir-EGON 9 GA; (3) 3/8" DIA. RIVETS; ASTM 502 (fie fdff -Mtdee 1 ► 1rttrc"cettc�t tr1rn� tttFntrirl>✓ gRRY15 Mo��� OPT. 4-RIVET END CONNECTOR PLATE TYP. 3/16 /10.5" I J STD. ON BEAMS 6" DEEP & LARGER TYP. ri - — 2 TYPICAL BASE PLATE w IU24 & IU30 COLUMN EXPIRATI T 82012 12 - AV — COLUVN \ N BEAM CROSS SECTION ( / COLUMN) 3/16 /7.75" TYPICAL BASE PLATE (w/ IU18 COLUMN) s ' 2s2oi2 B _ OLU CO \ NECTIO \ MAT'L: 3/8" x 5" X 7" HRS PLATE MAT'L: 3/8" x 5" X 7" HRS PLATE ' Fy = 36 k s i Fy = 36 k s i MATERIAL FLOW & CONVEYOR SYSTEMS, INC. 4 BASE PLATES 21150 Butteville Rd. NE Donald,oR 97020 PH: (503)678-2401 /(800)338-1382 • FAX: (503)678-2481 MAT'L: 3/8" x 5" X 7" HRS PLATE NA \ WEB SITES: www.materialflow.com • www.conveyor-parts.com \ GE\ ERAL \ OTES : 1 . 0 ALL STEEL: ASTM A36 , GRADE 50 ( U \ LES TITLE TOLERANCES NOTICE I —SERIES PALLET RACK S OTHERWISE N 0 T E D) . UNLESS NOTED OTHERWISE THIS DRAWING IS THE PROPERTY OF MATERIAL 2 . 0 ALL C 0 \ CRETE A\ C H O R S — H I LT I K W I K BOLT T Z ( ESR 1917) 000 :005 FLOW & CONVEYOR SYSTEMS, INC. AND IS SUBMITTED STANDARD CONNECTION AND 3 . 0 C 0 \ CRETE SLAB — 6 '' T H I C < X 3 , 000 PSI AND ON THE CONDITION THAT THE BE L CONFIDENTIAL PLANS, DESIGNS,ENTIAL f 0005 AND CONCEPTS IS PROPOSED RETURN ON DEMAND. COMPONENT PROPERTIES FRACTIONAL ± 1/32 4 . 0 ALL CAPACITIES SHOWN ARE STATIC LOAD CAPACITIES AND DO NOT CONSIDER SEISMIC LOAD CAPABILITIES . ANGULAR ± 1' DRAWN BY REF. No. NEXT. ASS. DWG. CUSTOMER SE SVIC CALCULATIONS PERFORMED BY A LICENSED ENGINEER FOR THE SPECIFIC INSTALLATION SITE ZONE DO NOT SCALE DRAWING CHK RSC TIGARD WIN SUPPLY 'D BY SHEET 12-3500—E L01 TIGARD, OR 97223 C A\ BE PROVIDED AT A D D I T I O\A L COST U P 0 N REQUEST. - - - - REMOVE ALL SHARP DATE SALE JOB No. DRAWING No. CODE REV REV DATE DESCRIPTION BY EDGES AND CORNERS 09-18- 12 1 /2= 1 12-3500 12 - 3500 — D01 M