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Plans (3) BU tJ2014 00194 SHEET NUMBER �1 C2) C3) RE 150'-0" 50 -0 AUG 13 2014 — SHEET: 1 OF 1 I _ _ IIII I I -- 0 — � o SPECIAL N1�S'-P�C"'F1, N REQUIRE® State of Oregon Structural Spf,,,e,Rft�.,r Code �® sts and Reinforcing Steel Bolts Installed in Concrete Special Moment-Desisting Concrete Frame E3 Reinforcing Steal&prestressing Steal Tandome 8 0 [� Structural Welding Q ® 14igh-Strenght Bolting Structural Masonry � Rsin9caresct Gypsum Concrete � N :z insulating concrete Fill IH Spray Applied Firs-Resistive Matsri& ~ H P&gs,Drilled Piers and Caissons O O O 0 Shotcrsts s 0 I I 01 0 0 W Q ® Special Grading,Excavation and Fiiling ® LLi Smoke-Control Systems O I I I ED Other Inspections ~ L w0o H o � w � �, FE v w 44" x 10'-0" UPRIGHTS - - - - - -� - - ---- - - - ---- ------ - - - - z z Q z Q O 3" x 96" BEAMS < 0 w � Q ():� � z0 rr w 5 Q O z o � w >- Ez o- Q F74 i I WH i� 0 95 -0 o f O D rq O " � N �W 10" 15'—7" 15'—7" 1'—0" O a O E)� o Lo /� (O (O (_0 M � , �r X (_0 X X X d d- d- 0 0 0 OA OA I 00 Q LO � '� o 0 00 0 000a- G m 0) 0 c- X X X X o i 0 O O 01 Q L L9E M X X X X 44" x 10'-0" UPRIGHTS I © I 0i OA O OA CYOF770AM �►�� © 4" x 108" BEAMS o 8„ o 7 FURC0D,9C* J �� • (o k Appwve4 X X X X OTO _ A A A O PC1'�t Addree+�i I I ( o 0 suite#t co if -� X X X X E'� - - - - - - - O - --- - - O- -O -- - - - g © A A OFFICE COPY i Wz rn rn m U I X X X X // _o of Q d d d `7F ! ~ Q <r d d � p o © W I dk O o w O I 0 w (f) Cn oo co c C)OO o 0 0 > X w O I I o X X X o � _ Cn Ldo 2'-O„ o z < X o h--i z w 72" WIDE X 30" DEEP SHELVING, �j c�J F-zi o © 2-11 /16" BEAM FACE, FP N © � Uco LIJ U) 5/8 PARTICLE BOARD 0 � Q m o z F LIj z �' w Jw < w C Q Cn (n 0 C:) u- DRAWING NUMBER NORTH RACK ELEVATIONS PLAN VIEW SCALE: 1/4" = 1'-0" SCALE: 1/8" = 1'-0" W E S i REFINE AUG 13104 CITY O�F16AHU GENERAL PROJECT NOTES 1. DESIGNED PER REQUIREMENTS OF THE 2012 IBC,ASCE 7-10 AND THE 7 GENERAL INFORMATION 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, Sd1 = 0.443,OCC. CATAG. II, SITE CLASS D, SEISMIC DESIGN CLASS D 3. STORAGE APA BRACE TYPE A,C = 3000#PER LEVEL TYP TYPE B,D = 4000#PER LEVEL TYP - OLUMN 4. ANCHORS POWER SD2 ESR#2502/HILTI KWIK BOLT TZ ESR# 1917, AS USED IN CALCULATIONS OR 1 1/2" ICC&ENGINEER APPROVED EQUAL. EAM 3/8OW 1/2"0 x 3-1/4" MIN. EMBED. COLUMN 3/16" NP SPACER (2) ANCHOR PER BASEPLATE. 3/16' 1-1/2" IYP. 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. X8"0 6. CONCRETE THICKNESS &COMPRESSIVE STRENGTH, 6"x 2500 PSI. 7. SOIL BEARING PRESSURE 1000 PSF @ GRADE OR BETTER 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY CONNECTOR WITH THIS STANDARD SHALL DISPLAY IN 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 WITH ALL PLYS IN FLAT CONTACT W 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWScc \3 DIAG. CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF BRACE ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR.F—BQ ASE 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18"BETWEEN p PLATE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. NOTES: 8" USE @ TYPE A-D SELECTIVE RACK HMH Q0 COLUMN/BASE LOCATIONS TYP. Z N DESCRIPTION BASE PLATE: 8" x 5" DESCRIPTION COLUMN: HMH IF 3014 DESCRIPTION BRACING: HORIZ. & DIAG. MATERIAL 3/8" THICK PLATE MATERIAL 14 GA THK. MATERIAL 16 GAGE THK. NOTES: NOT A DEPICTION OF THIS PROJECT 4 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 @ ALL BRACE LOCATIONS TYP. Q 0 0 N Cfl � 11/16' �1 � 1/8" TYP. tl 5/8" 1/811An TYP. _ 1 1 3/4'-21 1" o co N t - _ _ _ v 1 3/4" 1 " Ll I I 1 5/8" O = w 3/4 Oi v 0 I - - - - - I - - - - LL � 5/160 ( SAFETY PIN I un LI z 41/32" o 3" LL- 3 3/16" �' �I �I LLJ 7/160 GR. 55 RIVET NP. o0 1/8° TYP. DESCRIPTION 3-PIN CONNECTOR NOTES: DESCRIPTION 3" BEAM (HMH# 30140) NOTES: DESCRIPTION 2-PIN CONNECTOR NOTES: DESCRIPTION 4-1/32" BEAM (INTLK 485) NOTES: 0 MATERIAL 7 GAGE USE @ ALL HMH BEAM TO COLUMN MATERIAL 14 GAGE USE @ TYPE A,C BEAM MATERIAL 7 GAGE USE @ ALL INTLK BEAM TO COLUMN MATERIAL 14 GAGE USE @ TYPE B,D BEAM z 0 STEEL YIELD ASTM A570, Fy=55,000 PSI CONNECTION LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=55,000 PSI CONNECTION LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS TYP. � o wC" �j N � ti Q � F— c c: TYPE C SELECTIVE RACK TYPE D SELECTIVE RACK 0 m � m TYPE A SELECTIVE RACK TYPE B SELECTIVE RACK C916" 108" 44" W 07 O z � ~ 6" 108" 44" BASE PLATE F.F. Q w i 411 V PROP cn - 24R u O. .L. �,g��G INE 02 N Si w 60 60 6011 60 46 31/4 Z 144" 144" MIN. EMB Z 1 0" 1 0" 4 4 � . 1��� 00 w 0 0 > z 0 EXPIRES: 12/31/2015 Z c v~i 60" 61 4 61 0�� 4 LL vi o o NOTES: 1 AUG 0 5 2014 JOB N0. CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO 0-073014-4 FRONT VIEW FRONT VIEW SIDE VIEW FRONT VIEW FRONT VIEW SIDE VIEW ENSURE REQUIRED EMBEDMENT IS OBTAINED. DESCRIPTION POWER SD2 ANCHOR SHEET NO. SIZE 1/2"0 X 3-1/4" MIN. EMBED. NOTES: SEE NOTE #4 ABOVE FOR ANCHOR SCE 1 OF 2 DESCRIPTION STORAGE RACK ELEVATIONS ESR# 2502 SPECS. 1/4 1/4"0 GR.S BOLTS PE)R ATTACHMENTTS REQ'D GENERAL PROJECT NOTES TYP. EACH END 1. DESIGNED PER REQUIREMENTS OF THE 2012 IBC,ASCE 7-10 AND THE 2012 RMI RACK DESIGN MANUAL 1 1/2 I I 2. SEISMIC CRITERIA Ss = 0.972, S1 = 0.421, Fa=1.111, Fv = 1.579 Ip = 1.0 (NO PUBLIC ACCESS), Sds = 0.720, Sdi = 0.443, OCC. CATAG. II, 21/8"II I SITE CLASS D, SEISMIC DESIGN CLASS D 1 1/211- 1 1/2°— ' I I f j I 3. STORAGE CAPACITY: Z TYPE C SHELVING= 200# PER SHELF TYP. O II I I 4. ANCHORS POWER SD2 ESR#2502/HILTI KWIK BOLT TZ ESR#1917,3/8" ®X 2" MIN. EMBED. OR >s 1 1/2' I I I I — I ICC&ENGINEER APPROVED EQUAL. iu "T" POST O III O (1) ANCHOR PER RSSFP @ L�i POST 13/8 III I (2)ANCHOR PER RSSFP @ T I I 1 5. SPECIAL INSPECTION S REQUIRED DURING ANCHOR INSTALLATION. ATTACH POST TO FOOTPLATE 1 3/8" I1 6. EXISTING S.O.G. CONCRETE THICKNESS &COMPRESSIVE STRENGTH, 6"X 2500 PSI WITH (2) #12 TEK SCREW II (1 I I 7. SOIL BEARING PRESSURE 1000 PSF ELEVATION II II I 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY L — — WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS 1 I LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE 3 3/4" I I I I 1 I I I1 l ) I INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT. 9. ALL BOLTS GR.5 OR BETTER. 71 0 Q 10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS 2 3/8 ( 1 f I CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF H 11 II I n n ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY I G U I U 11 I INSPECTOR. NOTES: IIJJ I 11 ( I 1 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN u-uUSE @ ALL SHELVING INTERMEDIATE POST PLAN (1 � ) I TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. NOTES. � LOCATIONS USE AT ALL POST TO POST ATTACHMENTS NOTES: DESCRIPTION FOOT PLATE: 3-3/4" x 2-3/8" (DF) DESCRIPTION POST: ROLL FORM ANGLE (LURH) DESCRIPTION TIE PLATE USE AT ALL POST TO SPECIFIC SHELF MATERIAL 14 GAGE THICK PLATE MATERIAL 14 GAGE STEEL MATERIAL 14 GAGE STEEL BEAM ATTACHMENTS STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A570, Fy=36,000 PSI DESCRIPTION SHELF TO POST CONNECTION 1� Q o 1 � � CD 1 1/2 CL 0 0 00 �—1 1/211 72" & 3W- 3/3211 0"3/32" v u "L" POST - - - - - - - - - - - - - - - - - - - - - - - - w ATTACH POST TO FOOTPLATE O O 1 #12 TEK SCREW 13/8" 11/16 O Q WITH O I 1 1/2' BASE PLATE F.F. 1 ` w Lliv ELEVATION 311 -0 0 cn �-2 1/16" 2" cn ~ 450 MIN. EMBED. z 0+ (a cn U 2 3/8" i O w Ll-- Ll-- w I � z NOTES: 3/8" o cV USE @ ALL SHELVING CORNER "L" POST PLAN NOTES: LOCATIONS SEE ELEVATION FOR PLACEMENT. DESCRIPTION FOOT PLATE: 2-1/16"X 2-3/8" (SF) DESCRIPTION POST: ROLL FORM ANGLE (LURH) DESCRIPTION DOUBLE RIVET BEAM (SS72" & 3011) MATERIAL 14 GAGE THICK PLATE MATERIAL 14 GAGE STEEL MATERIAL 16 GAGE DESCRIPTION POWER SD2 ANCHOR, ESR # 2502 Z STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A36, Fy=36,000 PSI MATERIAL 3/8"0 x 2" MIN. EMBED., SEE NOTE #4 ABOVE FOR SPEC.S. � o Q uj d' F— N TYPE C WP RIVETIER II SHELVING 120H X 72W X 30D 1— cc: O O 72" 30" W CD z � CID Q SS 72 SS30 W �5 F ��G tiN FF so w 4 " � z � 7 4PE r r cv 1 0" - EooN zLL Q 71 20�� Z SS 72 SS30 OL9-HAsslw z EXP/ 66".7 1213112()1,5 z o _ o CD 3 cs '° 4 t'r „ AUG O Llb I JOB NO. 0-073014-4 3" SS 72 SS30 SHEET N0. FRONT VIEW SIDE VIEW SCE 2 OF 2 STORAGE RACK SHELVING