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Plans 131 u' 2017 - s0089 SHEET NUMBER 1 -.,- I SHEET: 1 OF 1 -(� -i - F • x ... x x 0, a, RECEIVED - ... APR 10 2017 CITY OFTIGAtw BUILDING DIVISION x x x 4' 1 tO 0 as as x x x . . to . . xx x * t c4 1 as C". ON CA Ca X x x h 4 4 4 �..1 � N Iii 4.1 � � `- x x x 1- Ca CI CI o � * * t ovihi o A � � 0 as as x x x 7 + Z W Q Z Q iH— Zciti y0 7'-2" 11'-0" CC W M Q .r r ai + to . r ^V CC W Z x x x CL Q E.,4 'c O cn p } c0 c., x. x x p w t �Q CO g N O O 1 w 0 p 0)1 I X two CL CC I Xo Lo Q � d- (0 W E.014 re ZQ r-0 1 iAg r o cK 00 T.4- x 0 if' c° cl- ig Z1113 44" x 20'--0" UPRIGHTS 5" x 96" BEAMS 7 4144 € SPECIAL INSPEOTIO''I REQUIRED �• A RACKELEVATIONS State of Oregon Structure., Soecia.' r Code CITY OF TI GARD - . - ❑ Cork a and Reinforcing St al MR CODE corn:PLUME - �, `� SCALE: 1/4" = 1'-0" _ _ - ..‹,- I--���' nstalled in Concrete APP ¢o ❑ Special Moment-Resistingcrete Frame Permit i7 (7-O .ir 0 Reinforcing Steel&Prestos...tag Steel Tendons AddresiaI4-(4-0 " ' Q ` " _ ❑ Structural Welding Suite \ 0 High-Strenght Bolting By: - Dates '� i l- l� ( ( ~ CI Structural Masonry w a ❑ Reinforced Gypsum Concret - L Z o o ❑ Insulating Concrete Fill OFFICE COPY P o 0 o El Spray Applied Fire-Resistive►aterials v to N Pilings,Drilled Piers and Caissons W 0 Shotcrete -� O ❑ Special Grading,Excavation asd Filling 0 Smoke-Control Systems 0 Other inspections o zI _ Z cn O co (n \ > to �p PROS t� ¢ m S �f.R �'SJ' ti.i Z Z 72ti+44PE V) CI d tL DRAWING NUMBER PLAN VIEW 4 1 .� 7 r ) SCALE: 1/8" = 1'-D" 9E, • ii. , NORTH K.0 1231.11' DEC 0 2 2016 w <1111) E %,„ I 11/410 t 311 1 1111111 NOT A DEPICTION OF THIS PROJECT GENERAL PROJECT NOTES 1. DESIGNED PER REQUIREMENTS OF THE 2015 IBC, 2012 IBC,ASCE 7-10& 2. S20E1IS2MRIMCICRARICTEKRDIAESSIsG=N 0M.A97N3U,AL 1 = 0.421, Fa = 1.111, Fy = 1.579 1MM MM1p= 1.0(NO PUBUC ACCESS), Sds =0.720,Sd1 = 0.443 OCC. CATAG. II, 31$ HORIZ. 3/8"— illl BRACE SITE CLASS D, SEISMIC DESIGN CATAG. D. 3. STORAGE CAPACITY: OLUMN TYPE 1=5200 LBS PER LEVEL z <TYR 4. ANCHORS: HILTI KWIK BOLT TZ ESR#1917, OR POWER SD2 ESR#2502, 0 1/8"V IA ROW OR ICC&ENGINEER APPROVED EQIUAL ro- \ BEAM IIW. 1/8" 01 1/4" TYP. 1_ SPACER 1/2"øX 3-1/4" MIN. EMBED, (4)ANCHOR PER BASEPLATE CC COLUMN 0 Of 41111 t--1 1/2"--)( / 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. 6. EXISTING S.O.G. CONCRETE THICKNESS &COMPRESSIVE STRENGTH,5"X 4000 PSI LU r ---1- \ / / INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT. 7 - [ 1 7. SOIL BEARING PRESSURE 1000 PSF 1 1/4" 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY ' 01111t4 ---- -- CONNECTOR WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS )111, LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE • 111 E TYP.>e .1 v El) 72\8" -NI Oki ,, II B DIAG 1 / \ [ [ ASE 1 [41,3)LATE 9. ALL BOLTS GR.5 OR BETTER. 10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELD, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A UCENSED DEPUTY INSPECTOR. 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. I— < CI _ NOTES: 11/Er • USE @ ALL COLUMN/BASE / 8" LOCATIONS TYP. ..., (0 co DESCRIPTION BASE PLATE: 8" x 8" DESCRIPTION COLUMN: SPCRK FH-30 DESCRIPTION BRACING: HORIZ. & DIAG. — r•- cN1/ '7 MATERIAL 3/8"THK MATERIAL 12 GAGE MATERIAL 14 GAGE THK. NOTES: GENERAL CONFIGURATION \\ \ 0) 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. \\ \ _....--/ ' _ _ x_ < I-1- .Z _,'"' "' " \ (8) / 1 5/8" 7 7/8"—v . 4...i-0—i, ,wit---, in TYP. • 1/8" V ‘Q. , C,;0 /-13/8"1- \ \ ,BASE PLATE, ., . , \--- (3) F.F. ' LU \ - l, , 0. .L. 6 1 - - \ 1` r , , . 1" 0 II 15/8" \\ \ ° 0 0 ......) a. , Lr) , Z N •,„ n = 1 .. i 4_____, - , ” , MIN. EMBED. . ...) i3) < (...) = II :. I j / d 511 1 Li , 0 z 2" I , • N,.....A. › SAFETY /it I , .._, I , , CLI * \ IM .1 0 , \ . \ \ b Li TyP• /-1/2"-/ •._.) < I 1-- 7 GA.4/4/ 1/ 3,. 1/ (..) EE if) NOTES: CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO ENSURE REQUIRED EMBEDMENT IS OBTAINED. DESCRIPTION 3-PIN CONNECTOR DESCRIPTION 5" BEAM (SB506C) DESCRIPTION HILTI KWIKBOLT TZ ANCHOR NOTE: NOTES: . MATERIAL 7 GAGEMATERIAL 16 GAGE THK. SIZE 1/2" 0 X 3-1/4" MIN. EMBED. Cl)USE @ ALL BEAM TO COLUMN CONNECTION NOTES: SEE NOTE #4 ABOVE FOR ANCHOR STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS STEEL YIELD ASTM A570, Fy=55,000 PSI USE @ ALL BEAM LOCATIONS ESR# 1917 SPECS. C.1 u.1 cv TYPE 1 SELECTIVE RACK Li= cr"j 0 t 96" / t 44" /12" § 0- Z ci) cc \ - - - n n 0 < / _,•• -4-- illark --\--- : \ 1 66" 54" \ . 0 \ 1 I 3I4'4 1 "4 1/8" \ I- :-N + AR TYP . --\--- 0 tn / 1 1 1 16" / $ k' $ --I / w 54" / 66" i 3/16"- J8e, 240" Al 1/24 12" 1 - 1/ 4 0 = i cc -1\--- T \ i g Ili LU C.) CD \ ,OE 0 101400. \ ‘i+N 0,1N t •!\--I t(16 g 0 1401N 1-- > tPI *' 66" , " 7,2544p,e 7 , z I d w 3 // 3 4 iz w a 0 0 0 2 \ \ Ii • FRONT VIEW SIDE VIEW NOTES: : .1e0LHAsso' Q-113016-5LV USE (3) STD SPACERS FOR DOUBLE ROW t-V (2_,s111 DESCRIPTION ROW SPACERNOTES: DEC 02 2016 SHEET'NO. MATERIAL 14 GAGE ATTACH WITH (4) 3/8"0 GR. 5 BOLTS, SCE 1 OF 1 DESCRIPTION STORAGE RACK ELEVATIONS STEEL YIELD ASTM A36, Fy = 55,000 PSI (2) © EACH END ,}1 J