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Plans (9) ' - " 024 BUP201 r . ---------Nks i SHEET NUMBER RECEIVED SEP 11 2017 CITY OF TIGARD BUILDING DIVISION SHEET: 1 OF 1 0 2 7-3 4 l5- 6 7 8 9 1 0 11 rA) 1 Li.....iirThri (--- il r - . --)____ __ u .___,,___R__L,_ 1 __..; 1 . __,____ 11-- 911..,„,,,,,,,...r ) ,[ 14 . _ .,_ ,r-,----), ,, .,, J _,---) T ,._, 10'-7" r� i ] .1 . _ V, I ..:„.. riii, 44 X 96 O 44 X 96 O 44 X 96 O 44 X 96 O 44 X 96 O. 44 X 96 O o7C:p Tr Z - -- - L _J ----�� id rT} w CAN r-- CI _ - 44 X 96 O 44 X 96 O 44 X 96 O 44 X 96 O 44 X 96 O 44 X 96 O f W � a, 1 i , c 6'-0 © R R . r:4 CVd r �:.... .1.rr...�.�.. � o - r- o 1-1 i � o z z yco w o z � l 00-40 44 x 96 O 44 X 96 O 44 X 96® 44 X 96 O 44 X 96 O 44 X 96 O - - ` - iiii ,.,.„ _ O44" x 16'-O" UPRIGHTS O 4" x 96 BEAMS F � o �O p.n., d ® a. U 1' ill m o I. - LP SV til — . U — W 0 . Qo � Q � 9 —0" (B — - nm imo ' yO I l'-o~ a r z � l— w ____1_,A ~ zc.) Y0 Y W D Q r" 1 K---__. ____)' 1 W -._:- O � w � UlZ I 0 i r 0 _ 1 .=,i 1 O -� Qoi) - . CCN r` ca I 4 i .411111111 I- t G., o Ctrii G. N. o o i _ i L,---,----. • 1 1 Z ,,_.(55) 12 0 in r ------ — .7c co 1 1G Lem l 0Qz c2-1, .,!-, � LA o as —r-- /'r- `1&up, . i r' ENE4 az Q 1ittA,_t . c)L , . g ! 02 oc ri— s---h-r) . 0 , i 00 eL ,, 7'-'7Tun Lx.,._________j_____ 6DV Ek s---%--) \2I-7/1\- ---ik- ( k-' Y'Ll\-(--'1-- -- -, _____.) I____ 44"5" x1x 16'-Q8O"" UPRIGHTSBEAMS i . ' C � F'-eot\K_ , _� ® tCQ 1 —_------ __ 11111„}III.11r.llilllllllllilllllllil11111111,111131111111111Slllllllil1111111 / QC2d „ 12'—O” r 1 IC) 1 , . _ _ -- a SPECIAL INSPECTION REQUIRED CITY OP T CARD F- REVIEWED FOR CODE COMPIIANCE d e or�te �u Statf Oregon Sttural Special Cade pprov ed: 0 1 ❑ Con . and Reinforcing Steel OTC: - i 1 G`Q -,2-d I y' I � � Bolts Installed in Concrete Permit ft 2r(--.6c)-2.47 10 o d o ❑ Spscial Moment-Resisting Concrete Frame Address: �� 31 �v T 1 I ❑ Reinforcing Steel&Prestressing Steel Tendons S a :..- Date 4 rx m o ❑ Structural Welding r i L i ❑ High-Strenght Bolting o J 0 Structural Masonry OFFICE COPY o ire U �J 1 ❑ Reinforced Gypsum Concrete o C 44"6" x 6144Q" AMS UPRIGHTS "' 'l" ° a CI Insulating Concrete Fill . > OEl Spray Applied Fre Resistive Materials o // El Pit'ings,Drilled Piers and Caissons ❑ Shotcrete sxpiRES DEC ',..,•1 931 1 ❑ Special Grading, and Filling o RACK ELEVATIONS o z SCALE: 3/16" = 1'-0" I 1 .. I._ ❑ Smoke-Control Systems Irnn,neer of Record ��p of r- I ❑ Other Inspections Ali Aboiha,sari, P.E. $ _ ,- Structural E onceptsEng. Inc ���� Gtt'l��^� �°ti U U v) to I- 1 2314ArroyoVista w g zBerthaSantMargarita, CA 92E 72 , - , z o L w _ z OREGON LLi IV � v) o o L 14/4 „: ' c,c, DRAWING NUMBER PLAN VIEW s€' 0 5 1017 E SCALE: 3/32" = 1'-01' NORTH S 1 I 7 GENERAL PROJECT NOTES , a. / 1. DESIGNED PER REQUIREMENTS OF THE 2012 IBC,ASCE 7-10& 2012 RMI RACK DESIGN MANUAL 2. SEISMIC CRITERIA Ss = 0.964, Si = 0.419, Fa = 1.00, Fv = 1.511 311 , ' 1111sIpIT=E1C.OLA(NSSD OP,USBELIISCMAICCCDEESSSIG),NSdcsAT=A0G.7.106.,Sd1 = 0.424 OCC.CATAG.II, 111111111111110 3. STORAGE CAPACITY: TYPE A,B,C = 4000#PER LEVEL TYP ' \ Z ' MIMI MN \ 4. ANCHORS: HILT! KWIK BOLT TZ ESR#1917 OR POWERS SD2 ESR #2502, 0 c7) 1/20 X 3-1/4" MIN. EMBED,OR ICC&ENGINEER APPROVED EQIUAL. 5 <TYP. 001,11r (2)ANCHOR PER BASEPLATE TYP. LU CC COLUMN 1/8"V 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. 6. EXISTING S.O.G. CONCRETE THICKNESS&COMPRESSIVE STRENGTH, 6"X 2500 PSI 011110°- 1/8" 101 1/4" 'TYR + 11 1)16" 7. SOIL BEARING PRANPERSIDNSTUS.RHEOW75IONGPSF El) 0 .11111P -----r + iR TYP 1 LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE 0 -09/16" 8. ALLWITRACKHTHIs STANDARD INSTALLATIONSANDSHALLD I RACKS I MN AONNUEF AO CR TU MOREREDCONSPICUOUSI CONFORMITY' .1'---r 1 1/2" 11. 3.L3/4" ++ 1 1 1/4" 11116" THE MAXIMUM PERMISSIBLE UNIT LOAD IN ii 11140;lirip P 141' 11 --J\-- 3/16" .1 1/24 •--118. 9. CLEAR, LEGIBLE LINEGAIRBEALE THE SHOP OF AN APPROVED FABRICATOR BY AWS ›: LU A 1/2";1' 12" 10.ALLALLWBOELLTDSINGGRED.E5ROFROBREMTTEDERIN. es ---- ••••••.•• 0 CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELD, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR. _CC LU 11.THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN.OF 18"BETWEEN i- TYP.> 1/8" 1/ /7/8"/ TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. a a / 8" r NOTES: USE @ ALL COLUMN/BASE LOCATIONS TYP. DESCRIPTION BASE PLATE: 8" x 5" DESCRIPTION COLUMN: FH2O DESCRIPTION BRACING: HORIZ. & DIAG. DESCRIPTION ROW SPACER NOTES: _ 0 c / c° MATERIAL 3/8" THK MATERIAL 14 GAGE THK. STEEL MATERIAL 14 GAGE THK. NOTES: MATERIAL 14 GAGE ATTACH WITH (4) 3/8"0 GR. 5 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 USE @ ALL BRACE LOCATIONS TYP. STEEL YIELD ASTM A36, Fy = 36,000 PSI (2) @ EACH END \\ \ if) — 6) / 1 3/4" r 1" /r 0) , \ \ " \ 0 6) If) TYP. / 1 3/4" / 1" r \ 1 1 5/8" 03) /--1 3/8"--i 1/8" r / 1 3/4" / 1" / \ \ w r ... \\ \ z _., 0 1" I, n r \ \ sq I IA imi i m rA N vA wi \ 1 a • \ 101.1 U 1 5/8" _... 0 I in (-• l'-, 15) fm 2" I q.A•no•FAIA.,* •II 1 5/8" 4 \ < 0 1 r US \ la Z 410- AminairsAft \ 6 1/8" et • 58 W 1 ct > (i i) R 2" ) SAFETY L• I 4 1/8" \ ni CLIP . \ I" 0 I--- 1-`03. .11 mow 1 ) I 7 GA.prP / al / iir jt. .d \ l A........./ \ L Ji..... d \, q , in co DESCRIPTION 3-PIN CONNECTOR DESCRIPTION 4-1/8" BEAM (SB416C) DESCRIPTION 5" BEAM (SB506C) DESCRIPTION 6-1/8" BEAM (SB616C) NOTES: NOTES: - NOTES: - NOTES: MATERIAL 7 GAGE MATERIAL 16 GAGE THK. MATERIAL 16 GAGE THK. MATERIAL 16 GAGE THK. USE © ALL 144"BAY USE @ ALL BEAM TO COLUMN CONNECTION USE @ ALL 96"BAY . USE @ ALL 108" _ STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS U.O.N. STEEL YIELD ASTM A570, Fy=55,000 PSI BEAM LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=55,000 PSI BEAM LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=55,000 PSI BEAM LOCATIONS TYP. ui A' , I TYPE A-96", TYPE B-108",TYPE C-144" RACK 0 c4ctNj z o / 1 3/8"--7, 01/8" V / 96"1108",144" / / 44" / /12" MIN. u j "2 1" 71 \ - - - n - M_ ......) a —1 cc .‘,- 0 111 \ j i •,-- a. F — — — I I I \ i III BASE PLATE-1- F.F. 1111 IIIIIII 7" \ I 'Ti \ 1 1- — — — ) — - - - - -- ii / vie - CA 11 *II ,, I 1 / - - - -- 2 - til • it .4 7 ii 54" / cn >,- 1 / 3 1/4" co SAFETY IWO / EXPIRES ON/ a A I. MIN. EMBED. CI z CLIP W I 1 (.1 I 192" DEC ( 0 1 w w t... 0 ( 36" \ 1- zz. ,; < g „ ,„.. ..., Q. \ 0.4:. P R 0 F- 0ga >: u) 2 /" \ IMO \ \ r — — 2 1 \ \ c; _,..4GINE- % N '4) ' /44 ,. 8 t C',it W d a' 4 cr 1 72" / cfj 725447.- (.3 0 o 2 36" / Iv •REGON _ / /7-1/2"-/ JOB NO. / 3" / / 'zl , 1, 7 ) , II 1 1 SEP 0 5 2017 -4i301.1s, - \ \ DESCRIPTION 4-PIN CONNECTOR FRONT VIEW SIDE VIEW DESCRIPTION POWER SD2 ANCHOR NOTE: SHEET NO. NOTES: SIZE 1/2"0 X 3-1/4" MIN. EMBED. SCE 1 OF 1 MATERIAL 7 GAGE SEE NOTE #4 ABOVE FOR ANCHOR USE ©ALL 144" BAY BEAM TO COLUMN _TEEL YIELD ASTM A570, Fy=55,000 PSI CONNECTION LOCATIONS TYP. STORAGE RACK ELEVATION - ESR# 2502 SPECS. ..-1 ... }