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OFFICE IT - WH RR RECEIVED 41 A 115 = 3 1113 - 114 1 „ APR 24 20`9 11'-0" x 9'-4" _ ie"_ . ___;_,,,_ „.,n Cid Y Ur Hui-AD . u 1 2 OFFIGCCO \ BUILDING DIVISION �v �-'- fiv C L,. t.,._ 0 Uji JJ J} J} }J J} �} ill ## IflLIliii IIlHilllII Il1111i114111r111.r .....----%/ I x x 36 96 x 36 Em SPECIAL INSPECTION REQUIRED 1 .-, State of Oregon Structural Speci2Ity Code tsr- asatoco ❑ Concrete and Reinforcing Steel f t r LEy rci: - I I L .1 �.� r `"1 t y -� r'. }I `ham Bolts Installed in Concrete a 0 Et ^ f L ❑ Special Moment-Resisting Concrete Frame o .� � N � }} .-, 99J} 9999 ratiA❑ ReorcingSteel&PrestressingSteelTendonsLO 9 x36 " x 6 96 " x 6 96 " x 6 Structural Welding g°°ce§X®e X I X X X —EiJ Fl;� 41 � as t.� +gn�rr€rqt Bolting v'166 ,8 c..) f ❑ Structural Masonry Ly n-a ate. h n h n i 1-0 ❑ Reinforced Gypsum Concrete w `~a z C� ❑ Insulating Concrete Fill = a o La - Qi-ooca%o.. ` r+' Ga , r J 1 ! 1 ❑ Spray Applied Fire-Resistive Materials - 1C a L i I^ I 1' L:l i I Lr1 )1 �_ ^ I ^ • Iz4 r`u 9 9} 9 9 J 7 (� J} 9 9 [� ?j G 9 9 CNI C; gp�otgcre Drilled Piers and Caissons Ol;4 CN CN CN 36 3 `N 96\I x x J x �J x �J T— ; Grading,Excavation and Filling o - �: I Special Grad ng, ng I CI Smoke-Control Systemskw o0x X X X LI Other inspections a k CO CO CO CO LCD a I in ,. h }J }} , }J JJ }J i— (/) C\ N C\ C\ 96 x 36 i., 6 x 36 96 " x 36 " 96 x 36 " o X x x x5 ' ---1 , 1 cl 8 8o � tin CO CO (_CD, 9 > > CO C� - 2 -1 � 0 -~ C� 9 179 el > r Iiin `� lc 8 4 6 2 ci II 1. 1 a L '1 r4,- i L r L.- N C\ N CN C\ C\ C W o �- d- _ > >9 _ �l z o E 43 _. tb 9 5x Non Olt x x x X x ! .-. A • Zkoso Co Co COCD w Cl) o-) 0--) CT CD C 1 r I r ] r9 r� Ki [ } 1 I1. rl �f r' v 4. Ii i.I r LJ � L i fel Li ; L -.J 1:1 I:i _ _ n _ h T h ^ ^ h C\ C\ CN CN IN C\ C\ x x x x x I • x x x co co ccs co CO co co co ...- C) o-) CD C) a) C) CY) fr r�7r !A v11- , 1 Z.1 , E!VI Z.1 (• t r,. f irD hCD C C N C-. C\ x CITY oF'I""IGARD 0 REVMWED FOR CODE COMPLIANCE - X X X X x x C App i ved:31 e.l tsd --4...1 v:\)1g E CO .. OT« jmak I - } • r ss. II r �., r x L.L. ►I _ \UID �- -- _ • Sty#: rwmizi - CD3YZ 1 ( - Date: .`,?p - Lai r0 x L) C X 9 9 9 9, 9 99 � � �- N .� ^ 1a � a � 1a 1 a -- � a 1a -� Y A NI— d-- I NJ DRAWN BY: A.CAREY 2 2 0 V SCALE: I I L7.4 � � a@ 42" A.F.F. NTS ^ OF DATE: 00 et) PROF 01 .23.2019 �-� FS II �c,`� ��, i N F��sa� JOB NO: ON .. O 62618PE r CHECKED BY: 1 • 0 iv. OREGON 4,BR B.FERRICK 1 lI `I' ''7EOFREo\ 2 _ n n 220V ��QIAo 2�� SHEET NO.� T=_- 3 PHASE v v EXPIRES: OB-30-202Q -_ K F 0 R K LIFT THE P.E. CERTIFICATION PROVIDED HEREIN 04/10/2019 1 / CHARGER PERTAINS TO THE LA \ V Y Y u D SHELVING COMPONENTS ONLY. Minggiao Zhu, PE/P.Fng PLAN NORTH NTS ALL OTHER COMPONENTS ARE OUTSIDE 1428 N Shevlin Court THE SCOPE OF THIS CERTIFICATION. Sewickley, PA 15143 OF 1 SHEETS GENERAL PROJECT NOTES 1 1. DESIGNED PER REQUIREMENTS OF THE 2014 OSSC,ASCE 7-10&2012 RMI RACK DESIGN MANUAL r-----\_ '--•-I // // GENE RAL RACK C O N F I G U RATION 2. SEISMIC CRITERIA Ss =0.962,Si =0.418, Fa = 1.115, Fv = 1.582 3" / / Ip= 1.0 (NO PUBLIC ACCESS), Sds = 0.715, Sd1 =0.441, OCCUPANCY CATAG. II ter--- ----i / I / SITE CLASS D, SEISMIC DESIGN CATAG. D I / I 3. STORAGE CAPACITY: / HORIZ. TYPE A, B= 4500 LBS PER LEVEL TYP. I, BRACE TYPE C= 1250 LBS PER LEVEL TYP. ,. A IV/////�////////////�////////moi I�//A z 3/83 I OLUMN 4. ANCHORS : HILTI KWIKBOLT TZ ESR# 1917, POWERS SD2 ESR#2502 O t3/4" I AS USED IN CALCULATIONS OR ICC&ENGINEER APPROVED EQUAL. in 4" i --ROW 1/2"0 x 3-1/4"MIN. EMBEDT. I C.C. 3/16")1-1/2" `�P' le--1 1/2"--1 SPACER BEAM (2)ANCHOR PER BASE PLATE. CC 3/161V `TMP" ( 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. _ _ _ COLUMN 7/8110 6. EXISTING S.O.G. CONCRETE THICKNESS&COMPRESSIVE STRENGTH, 6"x 3500 PSI / -, -' 1 1/2" : -�- 7. SOIL BEARING PRESSURE 750 PSF. I _ _ _ - _ .:2 / 1! 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN Q ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE "" -- CONNECTOR HES IN EOWNE AXMSID CEA , BE N 9. AAI BOLTS GR.A 5 OR BETTER, INSTALLTHMTO SNIMUMUG TIGHTPERISFITBLE OR BETTER LOA 5�� -1,/ I 10. ALL WELDINGARPERFORMEDANDSHINITGHE SHOP OF AN APPROVED FABRICATORUNIT BYIN CAL: WS RCERTIFIEDLEGILWEPRILDERST. USING E70XX P 1 ELECTRODE OR BETTER. FIELD WELDS, IF ANY,SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED > DEPUTY INSPECTOR. W cc DIAG. 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18"BETWEEN TOP OF THE STORAGE AND THE CEILING � .--� `�, � 1�� \ BRACE SPRINKLER DEFLECTOR. W \ \\ I-- �� I ASE 12. SHIMS MAYBE USED UNDER THE BASE PLATE TO MAINTAIN THE PLUMBNESS OF THE STORAGE RACK ,Q n r _ \\ [I. PLATE & 13. THE SHIMS SHALL BE MADE OF A MATERIAL THAT MEETS OR EXCEED THE DESIGN BEARING STRENGTH ca NOTES: Q —'1 \\ \ = ANCHOR (LRFD) OR ALLOWABLE BEARING STRENGTH (ASD) OF THE FLOOR. 14. THE SHIM SIZE AND LOCATION UNDER THE BASE PLATE SHALL BE EQUAL TO OR GREATER THAN THE USE @ ALL COLUMN/BASE \\ REQUIRED BASE PLATE SIZE AND LOCATION. U-_ LOCATIONS TYP. 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 3014 DESCRIPTION BRACING: HORIZ. & DIAG. SHEAR FORCES AT THE BASE. NOTES: BENDING IN THE ANCHOR ASSOCIATED WITH SHIMS OR GROUT UNDER THE BASE PLATE SHALL BE c0 MATERIAL 3/8" THICK PLATE MATERIAL 14 GAGE THK. MATERIAL 16 GAGE STEEL USE @ ALL HANNIBAL BRACE NOT A DEPICTION OF THIS PROJECT 16. 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 . 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 6) 3 4 5j RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO / 1 .3/4" 1 "--7' NOTIFY SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. Q` \ 18. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY � • • - , I `• `• SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES �. 6 c :l SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM DROPPED m <TYP. 1 3/4° 1"----/ LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC.THE USER OF THE ` �`1 11/16" 1/8" V TMP' 1 5/8" PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE PRODUCT 11) I • , , , , , , , , ,; �‘ SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY AND PROPER . . 60 IUSE OF THE STORAGE PRODUCT SHOWN HEREIN. N 61 �-r " -1 3/4" / 1 - - , - 19. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN / Z I r \\ \ 0 �; S 1 5/8" (,)') TO REPAIR OR REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. - - - \ lll��� 20.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER \\ \ a III . ':z7:7 , ;; OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: / 11 v , `.. a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. I` 1 , �„ ^ 50 ' b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND Q r REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS. / U 5/160 e" C. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. U1 SAFETY PIN ,M, Z e �: ^ 'r % ' 4 1/8" , - d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED \\ \ w ~``'' \ , 7 AND STABLE POSITION. c.NP' 1/$" (/ e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. 8 , I f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST \ I , POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. > g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE UQ / 3 3/16" ,I/ TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR > I 7/160 GR. 55 RIVET HEAVY MACHINERY ARE IN USE. c/ NOTES: NOTES: USE @ TYPE C BEAM LOCATIONS, USE @ TYPE A BEAM LOCATIONS. in co DESCRIPTION 3-PIN CONNECTOR DESCRIPTION 3" BEAM (HMH#30160) DESCRIPTION 4-1/8" BEAM (HMH#41160) DESCRIPTION 6" BEAM (HMH#60140) MATERIAL 7 GAGE NOTES: USE @ ALL HANNIBAL BEAM TO MATERIAL 16 GAGE MATERIAL 16 GAGE MATERIAL 14 GAGE NOTES: I STEEL YIELD ASTM A570, Fy=55,000 PSI COLUMN CONNECTION LOCATIONS. STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI USE @ TYPE B BEAM LOCATIONS. 7 0 c co W TYPE C SELECTIVE RACK TYPE A SELECTIVE RACK TYPE B SELECTIVE RACK Z cr o 0 0 06" 1, 06" 144" / 42" 36" u) .1 t I I - , .4. — •0• © .1.- I BASE PLATE I F.F. r- ,\,+01 ° 64" 640 4 3" 4 3" 1 © Q © a Q i. p 1) 1 ,� O.A.L. --,. i 93_1/4,�1� MIN. EVIBEt QED PROF k" ,s,4;I« 4 3.. \c`�C. GINE `SS> �G N u 64" u 64" u " 2 U ce 1 13' iS2 1� 1� 1 �� _ _ o m Y CT �F �f Ihl o i 62618PE c U' m g OREGON co 4; 43 EF BE W LJ '- Z o 0 .` I I •\ ,q 7OFR�G\NsJ LL w o rm I I- -:6411 64" 1/2�i�, GQIAO 2 S o o u. E. 1rl 3,' 3 EXPIRES:06-30-2020 104/10/2019 0 O Mingqiao Zhu, PE/P.Eng NOTES: JOB NO. 1428N5vlinCourt CONFIRM O A L OF ANCHORS WITH INSTALLER T LV-04031 9-1 1 FRONT VIEW FRONT VIEW FRONT VIEW SIDE VIEW SIDE VIEW ENSURE REQUIRED EMBEDMENT IS OBTAINED. Sewickley, PA 15143 TYPE A, B TYPE C DESCRIPTION HILTI KWIKBOLT TZ ANCHOR SHEET NO. SIZE 1/2"0 x 3-1/4" MIN. EMBED. NOTES: SED 1 OF.1 DESCRIPTION I STORAGE RACK ELEVATIONS ,__ ESR # 1917 SEE NOTE #4 ABOVE FOR ANCHOR SPECS./ +,,� J