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Plans BUP2015 00262 Atc��v� A 272015 �jSjON A BC D E F G FI i 50'-0" 50'-0" 50'-0'1 50'-0" 50'-01150'-0" 50'-0" 50'-0" I I I I I I I I I I I I I 1 I 1 I � 32'-6" A - - - - - - - - - - - - - - - - - - - - - - - - - — — - - - — - - - - - - - - - - - - I - - - - - - - — er-e e�n r:— A A A A I , 32'-6N A A A A I I I I A A A A D DD D Cn LL.I W W W W Lul I I I I I 1`'Si AQAQAQA Q D D Q D D Q D � � , 30 —0 tl, � j� Q � � Iz � AwAWAWA ) w D w DD w D v vv CL AoAoAoA D co DD 00 D — — — — — - - - - - - - - - - - - - - - - - - � - - - - — -- — - - -- - - - - - - - - - - - � - - - - � ^ A A A A I D � D D �-. D I I I I '. D, D D D 30'-0" A A A C D i - - — — -- - ' - - - - - - - - - - - - - - - - - - - - IA - A C - — - - - D - -- - - - - - - - - - - - - - — I I© M� A iA C I D 30'-0„ D I I I I I I I I I D I I i SPECIAL INSPECTION REQUIRED State of Oregon Structural Specialty Code CI'!"Y OF AItD BEVIEWSD ❑, C )AOR CO COMPLIANCE Con Reinforcing Steel ` ���� R L7 Bolts Installed in Concrete OTC" a[ ❑ Special Moment-Resisting Concrete Frame permit#t '2005- El Reinforcing Steel&Prestressing Steel Tendons Address" 72 ❑ Structural Welding Suit! ❑ High-Strenght Boiling Date" ❑ Structural Masonry /// 0—wj LEGEND — CONCEPT " A" ❑ Reinforced Gypsum Concrete -: ONCE COPY- -- ❑ Insulating Concrete Fill ❑ Spray Applied Fire-Resistive Materials HRD RACK TYPE E A 4 6 BAYS ❑ Pilings,Drilled Piers and caissons ❑ Shotcrete ❑ Special Grading, Excavation and Filling © HRD RACK TYPE B 1 BAYS ❑ Smoke-Control Systems ❑ Ottwinspections .. :. Ca HRD RACK TYPE C 4 BAYS 'TITLE. GUARDRAIL PLAN VIEW UMBER: A.15.857 Ste. NTS DRAWING DATE: UPS Supply Chain SolutionsGo REVISION:NUMBER L01 07/30/15 n SELECTIVE RACK TYPE D 40 BAYS FOR DRAWN �R BY.. CMS ��RED PROFESS O/ tiu SHEET CHECKED �,��'tNEFy �2 14160 SW 72ND AVENUE BUILDING E SUITE 150 TIGARD, OR NUMBER: BY: RJC Jr. 7725" ALL INFORMATION CONTAINED WITHIN THIS t SOLE PROPERTY GOF A2E G014SYSTEMS AND IS CONSIDEREIS T'D ACCESS T O I N T E 6 A A T 1 P R O P R I ETARY AND CONFIDENTIAL. NEITHER RECEIPT NOR POSSESSION 4260 Trotters WayGRANTS ANY RIGHTS ) p. TO DISCLOSE OR REPRODUCE ALPHARETTA, CA 30004 g80LHP`�5 ANY PART OF THIS DOCUMENT 6761226-1120 RITTEN REV. REVISION DESCRIPTIONS DATE BY PERMISSON OF A2iWSYSTEMS. www.o2i-systemscom EXPIRES UJ3=15 i ao vv 9000 av a ao o° vv va ao 00 u° °o — 232" v° °v — 232" a° °0 —' 232„ ° FRAMES ° - - - ° 0 v 120 a ° v IE075 ao 0v vo vo ao °° 00 a° vo vo vo 0 0 °° vo v° ao a0 240" HIGH X 48" DEEP °° °° °° °° °° °° ao a0 vo vv vo vo a° 00 v° vv va a° co 0v v° vv 00 vo a° oo vo a° °° vo 9 001 v° vo as ao ao 00 ao ao ao ao vo as v° a° ao as a° °° — 200" a° cu 200"o ° °v — 200" 0 o v v v o a v 1 o v v ao a0 as v° vo o ao vo 00 0o vo v° vv Go BEAMS 0ao° aaoo aa°o vo v° vo 00 0v ao 1840ET 96"/48" LONG 00 " 00 00 ao av oo 00vo 00 °° vv 6" TABBED ENDPLATES WITH (3) TABS °° 00 °° 00 00 vo 0o p v° a° p av °° p ao aD — 160" 0° °o — 160" o° °o — 168" a0 ao ao ao v° o0 0o as o0 00 00 °° Z" ao v0 1" a° °o °o °o 272 oo ao 272 ao ao 272 oo vo av o0 ao vo 0o ao CLEAR °° °° CLEAR 0° 00 CLEAR °° a° v0 ao ao v0 00 TYPICAL °° 00 TYPICAL °0 00 TYPICAL oo ao 00 v0 00 °° v° vv a° ao 00 0o ao ao 0o vv ao ao ao °o vo " ao " ao " a oa - 136 a a - 136 ° 0 - 136 240" ° _________ la a v a a o ° -' o a ° a ° (20'-0") 00 as ov a0 ao a° v0 vv oo a° ao °° ao av oa ao vo 0 0 00 ov o0 oa oo va 00 0v ao 00 vo °o ao ao v0 0o vo v° ao av va 00 as o0 v° °° It a° v° ov 0 0 av v° °o vo ov v° vo vv vo ao as uo ,1 v° a° o0 00 v a — 104 0° °0 — 104" 0° 00 — 104" o 00 °° 0 0 v° ao a° as as vo v0 av ov vo av as oo ao a° vo ao vo a° vo 00 ao °° v0 00 0o ao 48" DEEP WIRE DECKS TYPICAL °° as va as Q va vo v° v° vo ov °° vo ov v° o° as a° 0o vo v0 I vo 00 ao 00vo vv ao 0 0 vo av v° vo v° vo ao 00 72" 00 °p 72" vo vo 0 0 0 v vo v° a 0 o v vo 00 ° o a v vo vv °ao aoo vo o o I as a aaoo aao vv 911 UPS SCS 0v0vo °o 0o a0 a° ao °° SUPPLIED 00 ao o° ao °° ao vo 00 °° oo v0 as °° 00 °° °° °° °° SHELVING °° ao 9 0 00 00 vo vv a0 ao 00 00 00 00 °° .0 1. 00 ao °° HERE ONLY 10 to 00 00 40" 00 00 40" 00 0o ° o — ° o — va o0 ° v a o °° vo a 0 0 o vo ao ° o a o vo 00 av av vv as vo 00 vo o° ao ao 0 0 00 IQ av as as vo a° ao vo a° ao 0o ao 0 0 v0 ao 0o ao o0 vo 0000 0o vo goo vo ao 00 vo vo 0 a0 as vo v° oo ao vo a° ao 00 vo vo ao ao v° ov ao ov vo vo vo ao ao ao 00 0o O:: vo °o — O" as o0 ° a — 8 v o 8 ao oa a o ° o ao a° aQ <. .. '. e ,g a . , aQeetl . a e:d . ee . e a. a " di a d •a e .. ae ba .. da d A^ S e 'e' ' id eea ed. d a .. . ' ea d. a ..e • a d n e 96„ 96„48 e d 99" 51 " 99" CL-CL CL-CL CL-CL SIDE VIEW FRONT VIEW - HRD RACK TYPE "A" FRONT VIEW - HRD RACK TYPE "B" FRONT VIEW - HRD RACK TYPE "C" BASEPLATE DETAILS 1. 5" X 7j" X j" BASEPLATES TYPICAL. PVC LOCATION DETAILS 5„ 2• TWO (2) �" X 5 IN RED, WIRE DECK ANCHORS PER LOCATIONS IN BLACK TYP• BASEPLATE TYPICAL. TYPICAL 3. MINIMUM ANCHOR o o EMBEDMENT TO BE 3�" 73" TYPICAL. 1 7 7 TYP. 454 58 448 0' paoF�$ — , 0 0 3 PVC NOTES: ��`5�r4�G�NE�r�, s°ti _ ___ ______ _ _ _ __ ___ _ __ 1. ZIP TIE ALL PVC/WIRE DECK INTERSECTIONS THEN CUT/TRIM TIES. � r�aadp� -- ---- -- — — — -- — ---- — —� 2. ZIP TIES TO BE PULLED AWAY FROM THE LOCATION HAT BOXES WILL BE 1 STORED AND TOWARDS THE FLUE LOCATIONS SO THAT THE SHARP ZIP TIE ORE N , 8 EDGES DO NOT INTERFERE WITH WORKERS LOADING CARTONS ON TO THE 11 \ RACK. geOL14 ■,1CPIiiES:4i�'dllliH 48" 16" TRLE: rJOB SCALE: • • • HRD RACK TYPES "A" - "B" - "C" OPTION 1A A.15.857 1 /2"=1 rn NUMBER: ,... UPS Supply Chain Solutions NUMBER R01 �� 07/29/15 0 1 FOR REVISION: DRAWN �^ 168„ o/t/c`� CMS "_ _ •—• 14160 SW 72ND AVENUE BUILDING E SUITE 150 Tigard, OR 97224 "�ER: CHECKED RJC, Jr. NOTES ALL INFORMATION CONTAINED WITHIN THIS DRAWING IS THE R C C E S S T I I N T E 6 R R T I I N 1. HARDWARE QUANTITIES ARE EXACT; CARE MUST BE TAKEN NOT TO LOSE HARDWARE. 1" I I SOLE PROPERTY SI RED 1 -"'lll fff 31" SYSTEMS AND IS CONSIDERED 2. DO NOT STRIKE FRAMES BEAMS OR ANY OTHER PART OF THE SYSTEM WITH STEEL 2 32 $ PROPRIETARY AND ' ' CONFIDENTIAL. NEITHER HAMMERS OR OTHER METALLIC OBJECTS. USE PLASTIC MALLETS, ETC... RECEIPT NOR POSSESSION 4260 Trotters WayGRANTS ANY RIGHTS PVC DIVIDER DETAILS TO DISCLOSE OR REPRODUCE ALPH/1VOTA, G4 30004 ANY PART OF THIS DOCUMENT 6781226-1120 REV. REVISION DESCRIPTIONS DATE BY PERMISSION OF A2'�SYSTEMS. www.a2systems.com ROW SPACERS DIMENSIONS (TOP OF CHANNEL): — 262" TOP OF PALLET 4171", 1232", AND 2372" 42" WIDE 42" WIDE FRAMES °° 48" DEEP 48" DEEP °" IE075 eo go 0o 240" HIGH X 42" DEEP oa 58" OAH 58" OAH oo 0o 00 vvvo to to to to Ov oo ovoo to o0 to 00 ov vo a° 00 eavo — 2 " a 04 vo L ° Io 0 0 v° to 0o 0o vovo vo vo vo vo vo vo voov v° o° 0o a° 0o vo vo to o to 42" WIDE 42" WIDE11 oto to 48" DEEP 48" DEEP oo to ao 58" OAH 58" OAH to 0o vo BEAMS °° vo vo vv vo IB 40ET 96" LONG ^^ o0 eo eo 6" TABBED ENDPLATES WITH (3) TABS o0 av a° 240" 240" °° °° 136' o vo — q ° I o (20'-0") (20'-0") v o o 0 to ev v° to vo 0o vo 0o vo0o vv oo vo ao 00 00 to 0o vo vo vo ao 42" WIDE 42" WIDE ao ao 48" DEEP 48" DEEP to to 00 00 58" OAH 58" OAH to 42" DEEP WIRE DECKS TYPICAL. 00 vv vo LEAVE WIRE DECKS OUT WHERE oe °° avvo BUILDING COLUMN INTERFERENCE °° °° ov oo OCCURS, oo to ovo0 ov vo 0o to — 68" v Io U o 1° v v o° ov vo 00 ao ov vo ov 01 to o0 o° N00 00 o0 to av v 0o av 00 00 ao 42" WIDE 42" WIDE o0 o% 48" DEEP 48" DEEP ao ao 58" OAH 58" OAH ag 0000 0o to ov o0 ov vo to o0 vv vo 00 to 00 ov to to ov 00 00 e ^ ad 'a e • e dda d A d a e a .. n a .e n n ' de • " d ' n n .w _ <a d • ' ae d e 12" 42" 42" 96" 42" 128" CLEAR AISLE 96" 99" CL—CL SIDE VIEW — SINGLE ROW SIDE VIEW — BACK—TO—BACK ROW FRONT VIEW BASEPLATE DETAILS 1. 5" X 74" X J" BASEPLATES TYPICAL. rj 5" 5.. 2. TWO (2) 2" X 52" ANCHORS PER TYP TYP BASEPLATE TYPICAL. 3. MINIMUM ANCHOR EMBEDMENT TO �+ BE 32" TYPICAL. 731, 0 0 73„ 0 0 0 0 4 4 TYP. TYP. TITLE: aoB SCALE: SELECTIVE RACK TYPE "D" NUMBER: A.15.857 1/2"=1 ' ® e��`R�o PROP UPS Supply Chain Solutions NDRAW UMBERING DATE: R02 DATE. 07/29/15 X4GINE X02 FOR REVISION: DRAWN 72 E f O �/( BY: CMS //,t/Na SHEET CHECKED NOTES 14160 SW 72ND AVENUE BUILDING E SUITE 150 Tigard, OR 97224 NUMBER: RJC, Jr. 1. ROW SPACERS TO HAVE THE SMOOTH END ALWAYS FACING OUT ON ROW ENDS. ALL INFORMATION CONTAINED 9<AgB LHA 2. ROW SPACER NUTS ARE ON THE OUTSIDE OF THE COLUMN, NOT ON THE INSIDE. WITHIN THIS DRAWING F Ali THE SOLE PROPERTY ACCESS T 1 INTEGRATION � PRO SYSTEMS RAIJE T A RD IS OCONSIDERED SI AENED EXPIRES: 12/31/2015 3. HARDWARE QUANTITIES ARE EXACT; CARE MUST BE TAKEN NOT TO LOSE HARDWARE. CONFIDENTIAL. NEITHER 4. DO NOT STRIKE FRAMES, BEAMS, OR ANY OTHER PART OF THE SYSTEM WITH STEEL RECEIPT NOR POSSESSION 4260 Trotters woy GRANTS ANY RIGHTS HAMMERS OR OTHER METALLIC OBJECTS. USE PLASTIC MALLETS, ETC... TO DISCLOSE OR REPRODUCE ALPMRETTA, LA 30004ANY PART OF THIS DOCUMENT 678/226-1120 WITHOUT THE RITTEN REV. REVISION DESCRIPTIONS DATE BY PERMISSION OF A2'WSYSTEMS. www.e2i—systems com GENERAL PROJECT NOTES GENERAL CONFIGURATION 1. DESIGNED PER THE REQUIREMENTS OF THE 2012 IBC,ASCE 7-10 AND THE 2012 RMI RACK DESIGN MANUAL 2. SEISMIC CRITERIA Ss = 0.972,S1 = 0.421, Fa=1.111,Fv = 1.579 Ip = 1.0(NO PUBLIC ACCESS),Sds = 0.720,Sdl = 0.443,OCC.CATAG. 11, OLUMN SITE CLASS D,SEISMIC DESIGN CLASS D HORIZ. 3. STORAGE CAPACITY: BRACE TYPE A= 1000#PER LEVEL TYP. OW z Typ. SPACER EAM TYPE B = 500#PER LEVEL TYP. 0 I F] 08 TYPE C = 1000#PER LEVEL TYP. rA -- TYPE D = 2000# PER LEVEL TYP. >w COLUMN /Typ 4. ANCHORS HILTI KWIK BOLT TZ ESR#1917 OR POWER SD2 ESR#2-502, w 1/8" —<TN?. OR ICC&ENGINEER APPROVED EQUAL. 21, 1/811 V314H 1/2"0 x 3-1/4'MIN. EMBED. 1/211 (2)ANCHOR PER BASEPLATE TYP. CONNECTOR 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. 6, CONCRETE THICKNESSCOMPRESSIVE TREN , x 2500 1 114" 7. SOIL BEARING PRESSURE 1000 PSF @ GRADE OR BETTER L J 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY G -------- 43/811 WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE DIAD. INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT. 21 BRACE 9. ALL BOLTS GR.5 OR BETTER. INSTALL TO SNUG TIGHT FIT WITH ALL PLYS IN FLAT CONTACT m ASE 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS Lu 4/4/ IF F CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, PLATE 1a -7ANY,SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR. 3/4u 0 11.THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18"BETWEEN 11 NOTES: TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. QO USE 9 ALL COLUMN/BASE LOCATIONS. Z N DESCRIPTION BASE PLATE: 7-3/4"x 5" DESCRIPTION COLUMN: INTLK LU75 DESCRIPTION BRACING: HORIZ. & DIAG. NOT A DEPICTION OF THIS nmOJF(%, r-0 MATERIAL 3/8" THICK PLATE MATERIAL 13 GAGE THK MATERIAL 16 GAGE THK NOTES: STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI USE g ALL BRACE LOCATIONS TYP. < 0 N Q� EL 13/4 Q 0 co 17/32" < u 1 5/8 1 19/1611 //-41 1/211 4 13/3'er. 0 9/16' VARIES, 12"MIN INTERLAKE x < F — < 1E - 5 1. L- - - - - - - - - - - - - - -1 ii Xz� 311411 21Z z 0 Lj T ') o ry cf) 4- 5/1 6"o S FETY PIN 7/16"o GR 55 RIVET o0 N Cn DESCRIPTION 3-TAB CONNECTOR NOTES: 0 DESCRIPTION 4" BEAM (INTLK 40E) NOTES: DESCRIPTION ROW SPACER NOTES: z uj MATERIAL 7 GAGE USE @ ALL INTLK BEAM TO COLUMN MATERIAL 15 GAGE USE @ ALL MATERIAL 14 GAGE ATTACH WITH (4) 1/4-0 GR. co STEEL YIELD ASTM A570, Fy=55,000 PSI CONNECTION LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=55,000 PSI BEAM LOCATIONS TYP. STEEL YIELD ASTM A36, Fy = 36,000 PSI 5 BOLTS, (2) @ EACH END —j 0 w 0 Z cm cm Z 5 co < - 0 W > CJ < a: j C cmz (D O. =)CL C/) BASE PLATE F.F. co OPROF ��DkNFFR 72544PF- SEE ATTACHED A21 SYSTEMS DWG. 31/411 MIN. EMBED. FOR STORAGE RACK ELEVATIONS Lu 0 Lu Lu a: Ur c - A T U3 cli Z 0 co 0 d M U. NOTES: JOB NO. CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO P-081 1 1 5-1 0 ENSURE REQUIRED EMBEDMENT IS OBTAINED. DESCRIPTION HILTI KWIK BOLT TZ ANCHOR MATERIAL 1/2" X 3-1/4" MIN. EMBED. SCE I OF 1 STORAGE RACK ELEVATIONS ESR# 1917