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Plans (3) BUP2014 00026 RECEIVE SHEET NUMBER 8 7 6 5 FEB 4 2014 CITY OF TIGAR _p� BUILDING DIVISI N SHEET: 1 07 -- ----- - CD I I - N p C b b b r W (D W W W X I X X X x x x x 0 SPECIAL INSPECTION REQUIRED 'U State of Oregon Structural Specialty Code x X X x x x x x ❑ Gone late and Reinforcing Steel I--1 ® ® o Bolts Installed in Concrete U r \ O44" x 12'-0" UPRIGHTS ❑ Special Moment-Resisting Concrete Frame v W P W W x x X X 4" x 96" BEAMS x x x x ❑ Reinforcing Steel&Prestressing Steel Tendons a/ O ® ❑ Structural Welding rT� L [Zl High-Strenght Bolting a m m w X X x X E] Structural Masonry x x x x ❑ Reinforced Gypsum Concrete CY-�)1 N O G) G) 08'-0" ❑ Insulating Concrete Fill ❑ Spray lied Fire-Resistive Materials w C/) Q P YAPP� m m m wJ X x ❑ P gs, Drilled Piers and Caissons X x W O x x x 7 ❑ Shotcrete 0 0 0 ® w (nE-+ ❑ Special Grading, Excavation and Filling of ❑ Smoke-Control Systems d U b b b b X X X X ❑ Other Inspections O W x x x xL Z W Q Z Q O O O G) O O Jolt I I I— Z0 0 W O < O = N N O Ch W } 0- Z b b b b W W W W QD 0- x X x x I Q x x x x b b b b W W W W x x x x x x x x N O O OA O ® am 0) O © 44" x 12'-0" UPRIGHTS o- o rn 4" x 96" BEAMS9o LO X x x x Q � OA O OA © �..� �y Z < n g oo � � b b b b o 0Of 0 `/ W W W W d l 0 s x x s CITYOF TIGARD o n o RACK ELEVATIONS ApprovedfA SCALE: 1/4" = F-0" Conditionally Approved..........„..[ ] Q See Letter to:Follow........„..„„..[ ] Es W W W W Attac „ X x x x ( •••• x x x Y PemtitN �rber: A B AAAr O O O By: Date:z Approved pians p O O © shall be on job sit O OFFICE COP b b b W W W W W x x x x F W a- E z o o r � o 1 - O o n--- f 1 UJ Co ' I Z InIn 3:t AREA OF WORK o o a w m 3 i z z BUILDING PLAN DEC 1 3 2013 V) N o o SCALE: NONE E DRAWING NUMBER N S PLAN VIEW o SCALE: 1/8” = F-0” W GENERAL PROJECT NOTES GENERAL CONFIGURATION 1. DESIGNED PER REQUIREMENTS OF THE 2009 IBC,2008 RMI RACK DESIGN MANUAL 3" 2. SEISMIC CRITERIA Ss = 0.934, S1 = 0.336, Fa = 1.126, Fv = 1.728 Ip = 1.0(NO PUBLIC ACCESS), Sds = 0.701, Sdi = 0.387 OCCUPANCY CATAG. II SITE CLASS D, SEISMIC DESIGN CATAG. D 3I I HORIZ. COLUMN 3. STORAGE CAPACITY: I I BRACE TYPE A = 4800#PER LEVEL TYP. ROW 3 " SP CER BEAM TYPE B = 4000# PER LEVEL TYP. ZO 1/8" 1„ TYp. 4. ANCHORS HILTI KWIK BOLT TZ ICC/ESR#1917 OR POWER SD2 ESR#2502, rn 1/2"0 X 3-1/4"MIN. EMBED. W COLUMN TYP AS USED IN CALCULATIONS OR ICC&ENGINEER APPROVED EQUAL. m 1 8 1/8" 3/4�� -gyp, (2) ANCHOR PER BASEPLATE 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. 1 1/2" 6. EXISTING S.O.G.CONCRETE THICKNESS &COMPRESSIVE STRENGTH,5"x 2500 PSI — CONNECTOR 7. SOIL BEARING PRESSURE 1000 PSF 1 11/411 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE 43/8" INCHES 1N AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT. cJ'► �+ + 9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER DIA. 10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS W " BRACE CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF Im 13/4 BASE ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR.O w PLATE 11.THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN.OF 18"BETWEEN Q TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. p NOTES: /4" USE @ ALLI, 8.. I, Q0 COLUMN/BASE LOCATIONS TYP. � N DESCRIPTION BASE PLATE: 8" x 5" DESCRIPTION COLUMN: INTLK LU75 DESCRIPTION BRACING: HORIZ. & DIAG. NOT A DEPICTION OF THIS PROJECT Q0 MATERIAL 3/8" THICK PLATE MATERIAL 13 GAGE 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 @ ALL SPECIFIED BRACE LOCATIONS. 1 Q o 1/8" TYP. v r'7 tl 5/8" 0 00 O ' " O W 6.. 1 9/16" 12" MIN. 1 9/16" 1 1/211 O Q I Q - - - - - - - - - - - - - - O 5)811 L-1 - - - - - - � i I I L - - - - - - - - - - - - - - j t rn 3 1/4►' FU TY/16"O SAFETY PIN P. 1/8° z 0 O OLLILL- 7 GA. -4� /�-3 3/8"–� 5/16"Q1 SAFETY PIN TYPE A SELECTIVE RACK TYPE B SELECTIVE RACK z 0 Ilk 96 1 LI Ilk 96" 44" 12" DESCRIPTION 3-PIN CONNECTOR DESCRIPTION ROW SPACER NOTES: NOTES: n n Q MATERIAL 7 GAGE USE @ ALL BEAM MATERIAL 14 GAGE ATTACH WITH (4) 1/4"0 GR. STEEL YIELD ASTM A570, Fy=55,000 PSI TO COLUMN CONNECTION LOCATIONS TYP. STEEL YIELD ASTM A36, Fy = 36,000 PSI 5 BOLTS, (2) @ EACH END 2 '� II II 54 It it > �r - - - - -1i I W Q N 7 " I I �/ t l Z 0) II II N O 5 �� II 11 U 1 4" 144 Q o 1 3/41<1 " 1 " i i / i i ~ °cn ~ 9 II \ II W_ BASE PLATE F.F. " I I \\ I I 1 5/8" 6011 5 O. - - - - - � I co r 3-1/4" FRONT VIEW FRONT VIEW SIDE VIEW Z MIN. EMBED. cr Cu' �✓ ', � w w u O 72544DE " z a e, o r > Z O QREG Z a cn \ m m Q Q W 4 L7-� I' NOTES: 1 J2.. �"_ ....-_'`�,--- �7� JOB NO. CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO ENSURE REQUIRED EMBEDMENT IS OBTAINED. N-121013-5 DESCRIPTION 4" BEAM (INTLK 40E) DESCRIPTION HILTI KWIK BOLT TZ ANCHOR DEQ 13 2013 SHEET NO. MATERIAL 15 GAGE NOTES: MATERIAL 1/2" X 3-1/4" MIN. EMBED. NOTES: SCE 1 OF 1 STEEL YIELD ASTM A570, Fy=55,000 PSI USE @ALL BEAM LOCATIONS TYP. [ ESR# 1917 SEE NOTE #4 ABOVE FOR ANCHOR SPECS DESCRIPTION STORAGE RACK ELEVATIONS