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Plans BU P2018 - 0027 1 SEP 17 2018 RECEIVED OFFICE COPY GENE sso2 SEP 2 0 2018 l 4,78688 PE p CITY OF TIGARD BUILDING DIVISION CITY OP TIGARD �, ON om /`I REVIEWED FORI CODE COMPLIANCE 2 `�Ar 18/ Approved:�� �1� ,t ��� 1 yO�as s.'�o° ���, O ) I OTC. .. [ �'`1 /* r� II/ 'xrairaiictt Dale 1~a y f // rte�~ o0�.-i - 20 9'��• �' I 4I(I*. Address: • �' w',,x, .. rot . �, ry:,. •:0,r Ll..1 0 ,0,14, rp > }_ ._ �_ J 1 . ..\ ._. , I Date:1. Jo, 9 _I ~moi Z ._._., , 1 • • 0 Ck t 0 II e �� ee ,o�� — gg �v1N I!/ I - ft ��� Q =/ t' t �1Q5� 1 i I /'II ) Ira x 1 scRl-w V I! a I 0 • /ens ,313z• n I! �q ��� Is /� ' . . U1 11 .'.. :: .4-. p 4 Q BASE CLIP I I •(D� \V BASE CLIP o z a '. .- . ''. II .1,1" • 14GA. 14 GA O " • -'`` �' 4_.4•.: -•a Z ilmji 1.1.1 IU g �L�� /� t� 6 ,Fla I: V I � O J .� :..• ■I� a •e W ri III Q (rd Sc ,A' ya--- °1111 z :` r:r:. '�.` Z t 0 U Q Q �� Wim .. . ` ' ` ,,‹ r e it �, • . . . . -- Q �- N, - (y 11 GA. // r t 0 0 roll _ I.l.1IL9 1N I I I fr I \ 114'0 RIVET 114"0 RIVET 14 GA. 1cD° "T" POST COL. B. PL. "L" POST COL. B. PL. "` Z 4 COST (I) 4 COSTT 2-ANCHORS(SEE NOTE NO.3) 1-ANCHOR(SEE NOTE N0.3) SHELVING LOAD ON w DOUBLE RIVET DOUBLE RIVET LOW PROFILE SLAB = 100 psf o 1 n n � n w1 1 � � POST (1 DRB BEAM AT BASE OF UNITS 2� DRBLP BEAM (3� BASE PLATE (FIXED UNITS) w /� EXISTING WALL NOTE:THE SHELVING SHALL BE ATTACHED O POST-REF.OIL 1 -- Q TO THE EXISTING WALL STUDS AND COVER U? 1 CONCRETE SLAB. NO NEW STUDS OR U) CO 14 GA x 1 112 x 1 i12" STUD WALLS ARE REQUIRED. EXISTING G STUD W r CV 4 Q ANGLE CLIPS @ EA POST ( ) ATTACH WITH(2) 1 [t 0 ti co g WITH(2)-1/4"0 TEK SCREWS 1/4-20 X 314"BOLTS - ---- -- - w z �\ �' EMBED. 4.AFTER THE HOLES ARE W � < 0 q 1ooi Q �� , r DRILLED,INSTALL PROVIDED U w IN TRACK ANTI-TIP ���gV / N. PLAN VIEW STEEL STUD WALL CPHANNE INSIDEACER THE WHEEL Z 0 CO 0 Q e��P5G 1A POST-REF.DTL 2 4 Q #10 TEK SCREW AT Q H Q °�11� 4 4 IETA}c�H WALL STUD \__SHELF BEA IL 2 �— �; z Q 4 � GUI `� ` z 1.REMOVE BLADE LOCK BY REMOVING �(� G,� /v 4 i...._ t----- O‘''" THE(2)HEX SCREWS. Q Z_ �F �tp ? SHELVING POST CONNECTED TO CARRIAGE 4 235 I MIN•1" 6.REPLACE BLADE LOCK BY � ,t�® _ro �c-,' '' P ,.,. I WITH(2)-114'0 TEK SCREWS PER POST ° EMBED. I A REINSTALLING THE(2)HEX SCREWS. ," O '°N , ' 1� 1C �� oto tet- Q CLoc,C'0 a\ PLAN VI€W-WOOD STUD WALL EXISTING WALL 0. k Q �! COVER 1i Q ITIIIM—W• EXISTINGSTUD �;Q 1Q 1.500" 0.500 0.600 WALL 1`� C� Q 0.27" 0.91" I�, V i LC) 01-�� GAO Q SHELVING POST ! ISTING STUD WALL 0 p�1\�g� �`5 ,. 100.25" ITAT ANTI-TIP TRACK - a ts0'5 �N�C) Q Q a" t t� ` 5.MOUNT PO51 LOCK BRAKE TO WHEEL CHANNEL USING PR, O"' S� ° SHELF BF1iM IN.1'EMBED. 114-20X2'HEX BOLT AND NYLOCK NUT. 14 GA x 3"WIDE PLATE NOTE:USE L-POST °e E -+ 5.346 -' IL -REF.DETAIL 2 t . a _ `*j INTO STUD WALL @ EA POST WITH \ FOR(1)ROW OF UNITS. n 1/2"THICK STEEL BLOCK 2.LINEUP THE BRAKE SO THE BOTTOM OF THE BRAKE IS FLUSH TO (2)114"0 TEK SCREWS ® .i THAT HOUSES ITAT BOLT U) THE BOTTOM OF THE WHEEL CHANNEL(BRAKE CAN BE MOUNTED 5 . ,e,• I ANYWHERE ACROSS THE LENGTH OF THE CHANNEL). W V x�` NOTES: IY 0.25' v o1. CONTRACTOR SHALL FIELD VERIFY MINIMUM SIZE,SPACING,AND GAUGE OF EXISTING WALL STUDS. ilk 2. CONTACT ENGINEER OF RECORD IF THERE IS A DISCREPANCY. 3.MARK THE HOLE LOCATIONS AND DRILLA114'0 HOLE THROUGH 11111% FOR STANDARD V-GROOVE pe0.2D" BOTH LEGS OF THE CHANNEL. ' 15� �� � .49"I 0 1-ANCHOR AT MAX 22-112"O.C. 17-1., 3. MINIMUM STEEL WALL STUD SIZE=362S125-30(3-518"x1-114"x20 GA.). L✓L AND FLAT TRACKS ONLY: ��O �/ �" X o 4. MINIMUM WOOD WALL STUD SIZE=2x4. SEE GENERAL NOTE#3 NON-STRUCTURAL 5. MAXIMUM WALL STUD SPACING=16'o.c.FOR STEEL OR WOOD STUDS. J LU U7 I ANTI-TIP&GUIDE CONN. 1/4"0 x 2"LONG'HILTI' 6. MAXIMUM WALL STUD HEIGHT=16'•0"ABOVE FINISHED FLOOR. w w 5 SLEEVE ANCHORS @ 24"o.c.,MAX. I J i c4 IIU) cn CARRIAGE AND TRACK ASSEMBLY 55 WALL CONNECTION NOTES. 6 POSI-LOCK FOOT BRAKE EARTHQUAKE DESIGN DATA; 71 1 w J o NOTE: INSTALLATION CONSISTS OF THE FOLLOWING SHELVING QUANTITIES: rr]n� FIXED/MOBILE RETAIL SHELVES SHALL BE RESTOCKED BY HAND. DO NOT • TOTAL LENGTH=95 LINEAR FEET OF SHELVING 1) DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND CALCULATIONS a) Seismic Importance Factor,IE=1.0 I— V I— Lis ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE OSSC 2014 EDITION Building Risk Category II Not open to the public ,../0 CC USE A FORKLIFT OR OTHER MECHANIZED LOADER TO STOCK SHELVES. • TOTAL AREA= 120 SQUARE FEET OF SHELVING 48x1r 4e"x1r 4e-x1r 48-xtr 4s•x1r 4axu 4ax,r 48 xz 4ex,r 48x,2 4a-x,2 4axIr - 2) STEEL FOR ANCHOR CLIPS SHALL BE ASTM A1018,STEEL FOR ALL OTHER SHAPES IS F -36 KSI, b) MappedW � f Y- Spectral Response Accelerations, ` �/ w ha han., hen. hent; hen hen hen hen 11 sees�� ASTM A1011-12 GR 36(EXCEPT AS NOTED) Ss=0.976 and S1=0.425 / L.L. ❑ SHELVING UNITS SHALL BE MANUFACTURED BY THE TENNSCO CORPORATION, 1101 3) ALL ANCHORS ARE 318'x 3"LONG,MIN.,HILTI KWIK BOLT TZ(ESR 1917)WITH MIN.EMBEDMENT OF c) Site Class=D — 0 SHELVING UNIT CONFIGURATIONS MAY VARY FROM QU 2 5/16',OR APPROVED EQUAL(SPECIAL INSPECTION REQUIRED REFERENCE SCHEDULE BELOo WEST FIRST STREET, DICKSON,TN 37055.614-446-8000 ��1 d) Spectral Response Coefficients, w 4) THE EXISTING FLOOR=MIN.4'THICK CONCRETE SLAB ON-GRADE,2500 PSI WITH A SOIL BEARING LA-APPROVED FABRICATOR'S LICENSES="FB02894","FB02894-1",&"FB02894-2". ELEVATIONS SHOWN BELOW. REFERENCE THE SHELVING UNIT �' CAPACITY OF 500 PSF MIN. SOS=0.722 and 5D1=0.446 LU ii x CUT SHEETS IN THE CALCULATION PACKET FOR THE SHELVING i - 5) STORAGE SHELVING CAPACITY e) Seismic Design Category=D _ 2 UNIT CONFIGURATIONS COVERED BY THIS SUBMITTAL. FOR i2-SHELF UNITS - 4D#PER LEVEL Q Basic Seismic-Force-Resisting System(s)- IL J m ��� FOR 6SHELF UNITS = 75#PER LEVEL Non-Building Structures,Steel Storage Racks '._'� 6) ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN CONFORMITY WITH THIS g) Design Base Shear=80 lb w r r h) Seismic Response Coefficient,Vt=0.217 STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE, 11. w Z VARIES VARIES VARIES VARIES - EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT i) Response Modification Factors,R=4.003 VARIES VARIES VARIES VARIES VARIES -REF.PLANS -REF.PLANS -REF.PLANS LOAD PER LEVEL )) Importance Factor,Ip=1.0 -REF.PLANS -REF.PLANS -REF.PLANS ITYP. - 7) ALL SHELVING SHALL BE IN COMPLIANCE WITH THE CURRENT RMI MH16.1 k) Analysis Procedure per ASCE 7-10,Sec.13.3.1& ) t7 Z OQ U.N.O. JOO DVR 8) THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP 15.5.3.4 _ O3 TYP. 1O TYPO3 �— X OF THE STORED MATERIAL AND THE CEILING SPRINKLER DEFLECTORS _ _ 0 TYP.U.N.O. 9) THE SHELVING RACKS WILL NOT BE OPEN TO THE PUBLIC TYP. 11,-11~ 10) SHELVING UNIT S MAXIMUM'OUT-0F•PLUMBNESS"SHALL BE 0.500 INCH IN 10 FT. o0 U.N.O. ■/ 6 'I` Z H W 1111 ro ro / • , 1, m m C STATEMENT OF SPECIAL INSPECTION ., Lo / ■ L L L •t t L1J .• VI o � r W / a . VERIFICATION AND Z ¢ o a' / ■ 7"..711"."12 _ tm CONTINUOUS PERIODIC STANDARD KWIK BOLT TZ INSPECTED BY c� Z CC cpfLIINSPECTION Z ¢ p M ■ sa W m io HILTI TZ 3/B'0 x 3'LONG,MIN. PER ICC-ES W I-'-- 03_ _ / X x x CONFIRM ANCHOR TYPE X ESR-1917 SECTIONS 4.4&7.0,FIGURES 2 8 3 SPECIAL INSPECTOR W Z Z �t / ■ ¢ O CONFIRM CONCRETE X MINIMUM 2500 PSI a O U m 0 1A 1B 1A / 0 1A iB 1A ■ CDMPRESSIVESTRENGTH MINIMUM 4'THICK SLAB OR MINIMUM 3-1/4" W Z C/3 / ■ CONFIRM CONCRETE THICKNESS X ti CONCRETE SLAB OVER METAL DECKING M 7116'0 X 2 5/8'LONG-PER ICC-ES ESR-1917 ITAT TRACK HOLE DIAMETER x LENGTH X SECTION 4.4,TABLE IA SPECIAL INSPECTOR BULBlBLOW OUT PER ICC-ES ESR 1917 18-09-154 SECTIONS 4.3&4.4 / CLE1W OUT OF HOLE X SPECIAL INSPECTOR 09110/2018 / ■ MINIMUM ANCHOR SPACING X TABLE 3 21 r1' PER ICC-ESESR-1917 SECTION 4.4, SPECIAL INSPECTOR / ■ 0 MINIMUM 3 518'-PER ICC-ES ESR-1917 SHEET O © O N MUM EDGE DISTANCE X SECTION 4.4,TABLE 3 SPECIAL INSPECTOR O O O f 0 ■ 0 _ 1 25116'-PER ICC-ES ESR-1917 SECTION 4.4, IEEE SPECIAL INSPECTOR F .: .g r�=dTI EMBEDMENT X TABLE 1,3 25 FT-LBS-PER ICC-ES ESR-1917 SECTIONS WALL-SUPPORTED FREE-STANDING TIGHTENING TORQUE X SPECIAL INSPECTOR 4.3&4.4,TABLE 6 NOTE:INSPECTION TO BE COMPLETED BY A 3rd PARTY INSPECTOR. FIXED SHELVING SIDE VIEWS MOBILE SHELVING SIDE VIEW PARTIAL FLOOR PLAN & SHELVING RACK LAYOUT GENERAL NOTES