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Plans (2) BU P2017 - 00043 I / GENERAL PROJECT NOTES / 1. DESIGNED PER REQUIREMENTS OF THE 2015 IBC, 2012 IBC, ASCE 7-10&2012 RMI RACK DESIGN MANUAL 3fi / . 111 / // 2. SEISMIC CRITERIA Ss = 0.972, Si =0.421, Fa= 1.111, Fv= 1.579 A . Ip = 1.0(NO PUBUC ACCESS), Sds = 0.720,Sdl =0.443, OCCUPANCY CATAG. II , , I I // , M--- , SITE CLASS D, SEISMIC DESIGN CATAG. D I I3. STORAGE CAPACITY: RECEIVED / TYPE 1= 3000 LBS PER LEVEL TYP. 311 , 11 II 1 I 1 ... ,•._ .". 1 I D rill! FEB 2 1 2017 , I I BASE PLATE F.F. 4. ANCHORS : HILTI KWIK BOLT TZ ESR#1917 OR POWER SD2 ESR#2502, AS USED IN CALCULATIONS OR ICC&ENGINEER APPROVED EQUAL. 0 \ CITY OF TIGARD I 1/2"o x 3-1/4"MIN. EMBEDT. Cl) \ e r r r J =Z. 3/8"— .. BUILDING DIVISION 5 \ (2) ANCHOR PER BASE PLATE . TYR TYRw 3/16"Pr 0 c.f. II ii 1/8" r 1-1/2" t-1 i/2'-' 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. CC 5/80 r r 1 0. A I. 6. EXISTING S.O.G. CONCRETE THICKNESS&COMPRESSIVE STRENGTH, 5"x 2500 PSI 7. SOIL BEARING PRESSURE 1000 PSF COLUMN \ i i 0 rill! 0 1," . D El MIII_______ 1 1 1 1/2" ,t - ... . j 0 II 3 1/4" MIN. EMBED. 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 PRINT.OR INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN 9. ACLTBROLLETSGGIBRIL.E5BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER 10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70>e<ELECTRODE OR BETTER. FIELD WELDS, IF ›: LU CC \ Nk \ \ 1"--/ El 11:\' f--1/2" ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR. 11.THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18"BETWEEN TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. u.1 / 8" 1.- 4 t \ \ \ NOTES: \ \ NOTES: - \ USE @ ALL COLUMN/BASE \ CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO LOCATIONS TYP. ENSURE REQUIRED EMBEDMENT IS OBTAINED. . SPECIAL INSPECTION REQUIRED State of Orogen StriJctural SpeciaIty Coda DESCRIPTION BASE PLATE: 8" x 5" DESCRIPTION COLUMN: HMH IF 3014 DESCRIPTION BRACING: HORIZ. & DIAG. DESCRIPTION HILT! KWIK BOLT TZ ANCHOR NOTES: _ 0 ' 0 Concrand Reinforcing Steel / c() MATERIAL 3/8" THICK PLATE MATERIAL 14 GAGE THK. MATERIAL 16 GAGE STEEL NOTES: SIZE 1/2"0 x 3-1/4" MIN. EMBED. SEE NOTE #4 ABOVE FOR ANCHOR , : 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 HANNIBAL BRACE LOCATIONS . ESR # 1917 SPECS. .. _ iit73 Installed in Concrete \\ \ 0 61 - El Special Moment-Resisting Concrete Frame \\ \ In 61 CI Reinforcing Steal&Prestressing Steal Tendons 2 0 Structural Welding 0 High-Strenght Bolting <11T. D Structural Masonry IT) 0) Al 11/16"--/ 3/16V \\ \ d 0 Reinforced Gypsum Concrete i — — — — — '—' \ \ / -, - - - -- -a 61 0 Insulating Concrete Fill U.) , --\-/— 1" i , V 6) 0 111W n , , TYPE 1 SELECTIVE RACK 0 Spray Applied Fire-Resistive Materials 0 Pigs,Drilled Piers and Caissons 11.1 \\ \ . ' 0 Shotcrete 0 1 ..)0 Special Grading,Excavation and Filling a \ ..,: / _ II CI Smoke-Control Systems 0 in 6" 4.1 / 96" / / 42.1 ED Other Inspections 61 Q 5/160 SAFETY PIN 2" us z \ Lu > At — -.) I \ J \ tLi > / 33/16" / 1- 7/16o GR. 48" I k..) 55 RIVET TYP.>3/16V 64" iv i co \ . . 1 DESCRIPTION 3-PIN CONNECTOR ma :C7:101?TI:A.R..jsi tt4_1 c4. C) MATERIAL 7 GAGE NOTES: USE @ ALL KINGMORE BEAM TO \ . REVIEWED FOR CODE COMPLIANCE_ Approved; I 1.1-------- U.1 STEEL YIELD ASTM A570, Fy=50,000 PSI COLUMN CONNECTION LOCATIONS TYP. 4- 1--- w> &jv 48" Permit& A.. 0F2..47-- < N. AddressZ: ("tsci..&). r.j3 72..), 2 isr3:c) / 1 1 /2" / 1 " / By: ' Date: W',2-1.--7((7, w § g r..............) \ \ 192.. 64.. 192" \ CC cg 1—3' 0 0 OFFICE COPY 0 0 0 0 0 1 5/8" , 0 0 0 0 , I 0 48" U..1 . 1 014 p AmardorAmmir, \ \ (...) 0 ) 0 0 0 0 0 0 0 0 1 0 1 1 II 1 , 64 3611 P P i 7i g 1 1 511 Y 9 I,- it Z5 cv co uj z LD z a — m •xc cc v.) - L 0 0 0 -) I p.00 cmD PRO c) 03 Z es - :.I. 4 0 0 0 2 ;- JOB NO. FRONT VIEW SIDE VIEW . 07 EGON ,b R-020217-6LV '41801..iii%55Ps SHEET NO. DESCRIPTION 5" BEAM (SB505) •-•/(2 r?,,, St I q . MATERIAL 15 GAGE NOTES: FEB 0 7 2017 SCE 1 OF 1 STEEL YIELD ASTM A570, Fy=50,000 PSI USE @ ALL KINGMORE BEAM LOCATIONS TYP. DESCRIPTION STORAGE RACK ELEVATIONS . ......_