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Plans (62) BU P2019-00125 W u u 1 1 t u u u L RECEIVED a MAY 15019ic, CITYIONG DtV S10N A SPECIAL .`2�' G;TION1 REQUIRED State of Oregon Structural Specialty Code ❑ Concrete and A =r ine: cr)Steel Bolts insteile ,_ ._.ars+ VA�•,tDITY OF FE ,t� ❑ Special turnent-Pe- ,t'�g Concrete Frame THE ISSUA CONS�FUCrlCN LI 0 Reinforcing Smal y. re:;#;essing Steel Tendons BASED ON ANP OTH R DOCUMENTST PFEVY�IT 071- Structurai'�`1a�iding DATA SHALL NO 1',CM THE CODE OFF CORFLCTi3ti A ❑ F ilgh-Str�:.y a rit! caQu;RiNGpSSC 10 ElS Structure: :.•;mr C.) OF ERRORS. C ) cS � � � "Ir ko co ❑ Reinforced G suir Concrete ❑ insuisisr::, -:: xc:° rill ElSpraer: +ii+; -esistive Materials w O ai w C' a= L .z CI Filings. ='_.r•=� ':`:+.c„.,.:nt caissons o w`� v,w m Z_ Z i C�l7t��m�� ❑ Shotcrer*: Co'iDm �U p d W C/7 ElExcavation Special Gs diril , and Filling o 0 0 0�5 n 'L -25 ° z Jsiccsoff El Smoke-Control Systems 8' -6" 8/-0" 81-0 —t" w ❑ Other Inspections t t if �` "'_ —i" ifgifi6wEiSe29 7 ,_4„ 11-0" 7' -4" 1 —0 12'-11 7/16„ 26,_3„ _ � 520Law � I I , i 0 y v CC B BV2F .0B .0. z I) .t , . . , W v , . . �, V----il 1 !i , I [i 1 114C < 1 141i 0- : -'1"-46- ,1 —4 I th y' N B B 3 3 A A B � � it, C. 1 : ,., 1 ____„1, i„, ii ,,, ,. _ � \ m � � z 4 "' 1-53 Cew N) i Ce 0. w rn q) BB B 3 B B B CD < I W = ok, I I I .,,,4 i,r__Jil . ce 8 ``' %3 L. � , Ld III ;k W W 8 S ct B Bi B B B B B F 0 RS ] R PLAN / Z ,o i'—pa ] — 7 W 'Jti IT i rl f. IIf i k� J OFHCE COPY B B B 3 Bj3 B --D CITY OF TIGARI] REVIE D FOR CODE COi1P .TA.'- (:-. 1, al , ,, .i : � �a , , Approved: Kl ry OTC: [ Permit #: .�u n a l - . I Address: a {'S �,, �a-.d of B B B B , B B CD B Suite#: —moi t Cl By: -4" Dater ) °i CU E CY)E . LI, ] n f-1 -- - —. o _, Z Z.10 0 a Cr) tn—lir— . a) in L- in 0 I 5)000# "a" —140•—140•— —14.0._ ie._ A � ~ `_ y� - T 000# r 481 48• .. 5, I I I DRAWN BY . \ Pallet FlowTI " 1 `- PR �-�/I �•—Pallet FlowQED OFFA.CARC I�• I - �Pailet Flow gtu . - G l N F SkS' �. N(--.', or • +4°"— c�` �, F� °Z SCALE: ,� 5,000# - ae• : `��° � ��° �' 88• Th40-- = : - // 5,000# 68 = 48• 48• :: ,19• �" 62618PE NTS 228* 288" / 2xe• vy f— /; II i { . I r . •RE onl DATE: �. Ir w --�' Push Back c, 190• 190• • I 190' 190• !F. Push Back 180" +— Push Back 190' p 8 190 i . 9b' 28• 2a- 29" ��< a7Fc a�"1�J o .03. 8 5,000* 1 7 OS/0812019 NG 1 QIAD JOB NO: \ l� 17 -El •' \� r— 2g % 28 26• ;:,› EXPIRES: 06 3D 2D20 y�, M, Carton Flowse• f 2 .. i Carton Flow 28• Carton Flow Minggiao Zhu, PE/P.EngCHECIfED BY.'I 5,000# 29• ��1 } } 1 � - � — • � 1428 N Shevlin Court • 1 ar 7 1 `. 'II • I Jl 18•, Sewickley, PA 15143 SHEET 11TC. •_ ir -- ---42. 112•—42' me X2" 12" 42• ! toe" a4' --42• I 112' I 1D8� THE P.E. CERTIFICATION PROVIDED HEREIN PERTAINS TO THE —� SHELVING COMPONENTS ONLY.TYPE A S I E i CFRC:1 \ T , C REAR i ALL OTHER COMPONENTS ARE OUTSIDE TYPE PLAN NORTH THE SCOPE OF THIS CERTIFICATION. 1 OF SHEETS GENERAL PROJECT NOTES 1 B // 1. DESIGNED PER REQUIREMENTS OF THE 2014 OSSC, 2012 IBC,ASCE 7-10&2012 RMI RACK DESIGN MANUAL / / 2. SEISMIC CRITERIA Ss =0.974, 51 =0.422, Fa = 1.110, Fv = 1.578 3„ / / \� Ip = 1.0 (NO PUBLIC ACCESS), Sds = 0.721, Sd1 =0.444, OCCUPANCY CATAG. II _N.,_ / SITE CLASS D, SEISMIC DESIGN CATAG. E / / 3. STORAGE CAPACITY: �,,7-- (/ I 1 TYPE A, B= 5000 LBS PER LEVEL TYP. ' / . l I TYPE C= 1200 LBS PER C/F LEVELS 1-3, 5000 LBS LVLS 45. �. I BASE PLATE I F.F. z 3/4" V A V�����//�/1������//��"������A V 4 I 4. ANCHORS : POWERS SD2 ESR#2502, OR HILTI KWIKBOLT TZ ESR# 1917 _0 - t 3/$"- �� AS USED IN CALCULATIONS OR ICC &ENGINEER APPROVED EQUAL. N L 1/2"0x3-1/4"MIN. EMBEDT. W i C.C. 3/16" >1-1/2" �TYP' (2)ANCHOR PER BASE PLATE. cc /�1 1/2" 3/16"V <TYP. 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. 7 7 / // 3 — O.A.L. 6. EXISTING S.O.G. CONCRETE THICKNESS&COMPRESSIVE STRENGTH, 6"x 3000 PSI COLUMN /$"0 - 1 1/2" \ _ -1/4" 7. SOIL BEARING PRESSURE 1000 PSF. 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN I__ `l MIN. EMBED. ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT. • 9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER 0 1 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING e" i ' E70XX ELECTRODE OR BETTER. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A j LICENSED DEPUTY INSPECTOR. W CC \ I 1 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18"BETWEEN TOP OF THE STORAGE AND THE e .' - 0, 1,11 \ \ /0/2"_71, CEILING SPRINKLER DEFLECTOR. w \ 12. SHIMS MAY BE USED UNDER THE BASE PLATE TO MAINTAIN THE PLUMBNESS OF THE STORAGE RACK. Q -\_-- �1 "--71- � - \\ 13. THE SHIMS SHALL BE MADE OF A MATERIAL THAT MEETS OR EXCEED THE DESIGN BEARING STRENGTH 0 \ (LRFD) OR ALLOWABLE BEARING STRENGTH (ASD) OF THE FLOOR. NOTES: - 8" - \\ \ NOTES: 14. THE SHIM SIZE AND LOCATION UNDER THE BASE PLATE SHALL BE EQUAL TO OR GREATER THAN THE - USE @ ALL COLUMN/BASE \ CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO REQUIRED BASE PLATE SIZE AND LOCATION. v LOCATIONS TYP. ENSURE REQUIRED EMBEDMENT IS OBTAINED. 15. SHIMS SHALL BE INTERLOCKED OR WELDED TOGETHER IN A FASHION THAT CAN TRANSFER ALL THE DESCRIPTION BASE PLATE: 8" x 5" DESCRIPTION COLUMN: HMH IF 3012 DESCRIPTION BRACING: HORIZ. & DIAG. DESCRIPTION POWERS SD2 ANCHOR SHEAR FORCES AT THE BASE. NOTES: 16. BENDING IN THE ANCHOR ASSOCIATED WITH SHIMS OR GROUT UNDER THE BASE PLATE SHALL BE F MATERIAL 3/8" THICK PLATE MATERIAL 12 GAGE THK. MATERIAL 16 GAGE STEEL USE @ ALL HANNIBAL BRACE SIZE 1/2"O x 3-1/4" MIN. EMBED. NOTES: CONSIDERED IN THE DESIGN OF THE ANCHOR BOLTS. / STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS TYP . ESR # 2502 SEE NOTE #4 ABOVE FOR ANCHOR SPECS. 17. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THE ` L PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE m 4 5 6 RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO R �TYP. NOTIFY SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. \\ \ 1/8„ V 18. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY ,.�x (� (TYP. 11/16" SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE. THIS INCLUDES SUCH OCCURRENCES �.�C.) \ ,, /'1 11/16'1/ 1/8” V SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM m s DROPPED LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER d I - - ' I 1�" OF THE PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE �— 1I"° I i „ PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY 61 _ /-3/4"-/ t 12"/ 6" P 1 1/2"-/ � -�— _ AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. 61 __ 19. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN c. / Z �„ C" „ TO REPAIR OR REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. \\ \ O c .i. 3�4 �� 20. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER \\ \ [1 0 +' .i �� -.0 OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: rn E" ; k a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. r 5/160 F" c" rc 3-5/8" b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND Q SAFETY PIN L„ • --5/16ID I - REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS. / U �_ �� SAFETY PIN �� �� c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. 111 /, TYP.i �� `� : 11 i16 d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS \\ \ Z \ /1/8” Vl�- ' IN PROPERLY STACKED AND STABLE POSITION. c C. 3/8"0 X 7/8" SLOT 3/4" 1/ e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. �I 4 PLCS f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST \ / Jr 3 3/16" /1' + \ POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. 7/160 GR. I g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE IN AREASQ 55 RIVET I I TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES WHERE FORKLIFT AND/OR � _ 0 3 3/16" /1' HEAVY MACHINERY ARE IN USE. �RE� PROFFS EL 75 GNOTES: �5��r1G% N��'Ps, DESCRIPTION 3-PIN CONNECTOR 55 RIVET v \ MATERIAL 7 GAGE NOTES: USE @ ALL HANNIBAL BEAM TO USE (2) STD ROW SPACERS FOR DOUBLE ROW r 62618PE STEEL YIELD ASTM A570, Fy=55,000 PSI COLUMN CONNECTION LOCATIONS U.O.N. DESCRIPTION 4-PIN CONNECTOR NOTES: USE @ TYPE A LVL 2, TYPE B LVL 1, DESCRIPTION STD ROW SPACER ( NOTES: ' MATERIAL 7 GAGE TYPE C BEAM TO COLUMN CONNECTION MATERIAL 16 GAGE ATTACH WITH (4) 3/8"O GR. 5 BOLTS, 1 3/4" 1 STEEL YIELD ASTM A570, F 55, "� 7 STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS. _y = 000 PSI (2) @ EACH END 05/08/2019 '71/4, OFR�GiN`N I Is ss QIAO EXPIRES:06-30-2020 Q I- 1 I/8° M1428'ao Zhu,N Shevl nE/Court g N -1 Sewickley, PA 15143 l- TYPE A SELECTIVE RACK TYPE B SELECTIVE RACK 0 ~ u) o 4 1/2" 12" TYPE C PUSHBACK CF/ PF RACK TYPE C PUSHBACK CF/ PF RACK N Lo 106" 4 106" 42" 1 42" ' 106" J/ 54" J611 42" = 106" Q 0, E_ li / O 1 0 , _.‘,.___ , 1 �� '-�—PALLET FLOW DESCRIPTION 4-1/2" BEAM (HMH#44160) �� � +--PALLET FLOW NOTES: 5�N 4%3" 11 / I 4$11 MATERIAL 16 GAGE USE @ ALL BEAM O STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS U.O.N. / 66" . 5 "' p 0 63" 1,_i9/16 1 N O 00 1 3 " \ 0 4,3" �u 43 II „ G --- i+—PUSHBACK �7ZL1 11 56 n " \ 0 -1E0" I -+—PUSHBACK 1 EO © 1 E0" 1 �i0 1 �0 5611 1 �0 -� 23„ 23" O \` o qY © J 0 W Q O W Q) CO Lij �\— ___9—CARTON FLOW W b z / �� , 0 �� I / I II t9 CARTON FLOW 3rJ 232 o -i Q O CO C4" X. 4.5# I 1 f 2.3 0 0 W o t / 511 I I �— ��— - ��— I+-CARTON FLOW j a LL a CARTON FLOW c> o o s // 23" p 56" 361" O\ I I 2. II © 36" 0 / 0 JOB NO. / O I © —� I+—CARTON FLOW //‘ ////4 1 11 , 't it 1 +—CARTON FLOW I = 16" _ _• 1. _ _ \ _ ` I LV-050219-6 DESCRIPTION 4" BEAM STRUCTURAL FRONT VIEW FRONT VIEW SIDE VIEW FRONT VIEW 0 SIDE VIEW REAR VIEW O SHEET NO. (STRUCTURAL) 1 NOTES: USE @ TYPE MATERIAL C4" X 4.5# I C LVLS 4-5 BEAM SED 1 OF 1 \STEEL YIELD ASTM A572, Fy=50,000 PSI 1 LOCATIONS. DESCRIPTION 1 STORAGE RACK ELEVATIONS / \ ,J