Loading...
Plans (3) BU P2017 - 00007 RECEIVED JAN 24 7017 0 ��R,yt3PROFFSJAN .. 12017 �� ,, e 4'14G111 `�, 0 TIGARD 78 P U1 T ;DIVISION RE � 11 A " - NOTE: HILTI HUS-EZ W121/2" EMBEDMENT d ° r looms �3�� 4IS AN APPROVED ALTERNATE TO REPLACE 2�cyo<gs19 g3P�P� �,/� KWIK BOLT TZ, ESR-3027" (SEE NOTE NO. .0 rirru ti�� z�? �� �TT �Ex iration Date DEC 31 2017 0 )u I?FQR COIJE=IX ty �L?� e's- , (� '5.1..) App 1-01------;t � l,�l, ./.,.„. ))7.4k%'''' OTC. f 0 L g �` I''' Permit#: ;� a "C S �-= z 0 0 :1 I 1' g) 0 , 9 Address: 0(vr( BASE CUP I 0L 0 ti ,,,, .� la Ga 1 60'00 0 Suite .• f „., S ���\�0 k 10 ' ,o\�• Q Dy 4bI�► Datl��., t f 0 0 g q*G , ....-- vos ion CP �C 13132" 0 �/ \e _, / I 1/4*0 x 1 SCREW . 0 Q ..# �' Q 0 �1�� I BASE CUP Q ; V 0 0 g q Q Q f� � I 14Ga O _- - w tif 111;1 4,„- .004..1 :411, ��� *t 0 =o- :. 1.: :4 :: :. N m as SG ;NM wztaiU z W ` .; f ., y I %Lta `:N .1a/8' I �1qy°0 I �JW z i •' il.. : , t g 0 1 v a 4 l y OR x m f_ I .... ' 11111 \ s j ,�.,� ,,�'' `, " ,':•.. :'_ •, ILLJI (.9 l 1 ,�' N ,,8, tib"• .,„,.).e/ 114"0 RIVET r OFFICE COPY 114'0 RIVET �/ -. (1111:110; Z14 Ga , �oL-POST T-POST T POST COL.B.PL, "L'POST COL.B.PL® 14 Ga $1D14 Ga SHELVING LOAD ONW DOUBLE RIVET 2.3/8"0 KB-TZ ANCHOR BOLT 1-318"0 KB-TZ ANCHOR BOLT 'EMBED.(SEE NOTE N0.3) SLAB LOW PROFILE 2"EMBED.(SEE NOTE NO.3) 2 S LAB = 100 psf M DOUBLE RIVET ESR-1917 ESR-1917 CO 1-1 CO I POST 1, "DRB" BEAM AT BASE OF UNITS 2 "DRBLP BEAM" 3J BASE PLATE (FIXED UNITS) 4qzt LoN.. �,,� NOTE: HILTI HUS-EZ W/2 1/2" EMBEDMENT NOTE:THE SHELVING SHALL BE ATTACHED EXISTING WALL 0 I U N TO THE EXISTING WALL STUDS AND - POST-REF.DTL 1 -- 0 Q IS AN APPROVED ALTERNATE TO REPLACE COVERCI) CONCRETE SLAB, NO NEW STUDS OR W (L CV 0 D KWIK BOLT TZ, ESR-3027.(SEE NOTE NO.3) STUD WALLS ARE REQUIRED. EXISTING STUD 4 CC C!3 h- g/� 14 GA x 11/2 x 1112" WALL • 0 Q, 0 ANGLE CLIPS{al EA POST ( ) ATTACH WITH(2) ' ` DETENTLDCKINO PLATE 114-20 X 314"BOLTS - :._.�� -� Si 1 MIN ASSEMBLY I �;. ry O 4 4 WITH(2}lt4" TEK SCREWS > - HANDLE W L.J 6 Z Ct Q '!` / EMBED, of `a , 00,�; � CHAIN C..� O' 4 A �' lic t TENSIONER r Z cn �WyQD N9 5��� l I /` PLAN VIEW-STEEL STUD WA L co V J O Z LL 4 4�tiPSG AO* /' POST-REF.DTL 2 0 Q _ r 910 TEK SCREW AT •ii ~ O O g\\y Q O EACH WALL STUD 4 HELF BEAM I`t O t) �O / -rap. -REF,DETAIL 2 Q Z IG i /, ' (j Q �_ NOTE:A PLAQUE SHALL BE FURNISHED, �y = z Z ,c NOT LESS THAN 50 SQUARE INCHES, LL. Cn = OFFS RPG < �/ SHELVING POST CONNECTED TO CARRIAGE j MIN.1" IL WHICH STATES THAT THE STOCKROOM rl I O Q \�^ ,s• c' 0I) — .. --0.235 EMBED. FINISHED FLOOR SHALL BE MAINTAINED a �0��0\�_; NI / WITH(2}114"f�TEK SCREWS PER POST _ _ �V CLEAR AND DRY FOR PATH OF FOOTBRAKE, U O O�GO r r� -•-,,,, �� 1 ' PLAN VIEW-WOOD STUD WALL EXISTING WALL i'THICK PLASTIC BRAKE SPACER (� Q. �// Q / �1COVER CO � �� Q � f � [ iiLC-I1 EXISTING STUD CORNER BRACE N (�Q1.. 1Q 0.500 I f . �.s�� WALL 7..._, y,�4 1 `~+ T ! ® PRESS WRH FOOT �'F: L!7TO SET 'ikNiii4 ��C'G4�S Q4SHELVING POST 't 10 !STING STUD WALL O ap L.C., \� Pa PRESS WITH FOOT cD TO RELEASESOS�a� ��9 Q RAT ANTI-TIP TRACK Hyll .. _i ��StitiNO fl ILSHELF BFAM ii....j -=- 14 GA x 3"WIDE PLATE ° NOTE:USE L-POST x.346 "" lL -REF.DETAIL 2 IN.P EMBED. i---- RD F S D F In ELI ®EA POST WITHhit_ FOR(1)ROW OF INTO STUD WALL {2}114"0 TEK SCREWS '\; UNITS. • __- •e ; FOOTBRAKE RUBBER STS BEER STOP`'1 :::j .`r ( TOPSCRI WS Y W I NOTEs = > L CONTRACTOR SHALL FIELD VERIFY MINIMUM SIZE,SPACING,AND GAUGE OF EXISTING WALL STUDS. 1111 [7.L.19)i) U • FOR STANDARD V-GROOVE h 4 318111" "x3'HILTI TZ ANCHORS 2. CONTACT ENGINEER OF RECORD IF THERE IS A DISCREPANCY. ._- W5� /� i, " " 3. MINIMUMSTEELWALLSTUD SIZE=362s125 30{3-518"x1-1la'x20 Ga). BOTTOM SCREWS Q Q irM AND FLAT TRACKS ONLY: ��O +`/ , 2 EMB.ON TRACK.MAX 22-112 O.C. a. MINIMUM WOOD WALL STUD SIZE=2x4. AR Lu NON-STRUCTURAL 5. MAXIMUM WALL STUD SPACING=16'o.c.FOR STEEL OR WOOD STUDS. > to 114"0 x 2'LONG'HUT I 6. MAXIMUM WALL STUD HEIGHT=16'-0"ABOVE FINISHED FLOOR. > Lu SLEEVE ANCHORS®22.5"O.C. ANTI-TIP 8 GUIDE CONN. FRONT VIEW SIDE VIEW W r n IX CARRIAGE AND TRACK ASSEMBLY Oj WALL CONNECTION (6J FOOT BRAKE (71 I— Q J NOTE: INSTALLATION CONSISTS OF THE FOLLOWING SHELVING QUANTITIES: NOTES DESIGN DATA: - W Q w N 1) DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND EARTHQUAKEa) Seismic Importance Factor,IE-10 > FIXED/MOBILE RETAIL SHELVES SHALL BE RESTOCKED BY HAND. DO NOT • TOTAL LENGTH=298 LINEAR FEET OF SHELVING CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE OSSC 2014 EDITION Building Risk Category U-Not open to the public > 10._ W 5 • TOTAL AREA=595 SQUARE FEET OF SHELVING ITAT LOCATION 2) STEEL FOR ANCHOR CLIPS SHALL BE ASTM A1018,STEEL FOR ALL OTHER SHAPES IS Fy= b) Mapped Spectral Response Accelerations, fX r USE A FORKLIFT OR OTHER MECHANIZED LOADER TO STOCK SHELVES. 36 KSI,ASTM A1011-12 GR 36(EXCEPT AS NOTED) Ss=0.977 and S1=0.425 (n o SHELVING UNITS SHALL BE MANUFACTURED BY THE TENNSCO CORPORATION, 3) ALL ANCHORS ARE HILTI MIK BOLT TZ(ESR-1917),HUS-EZ(ESR-3027),OR APPROVED c) Site Class=D o 1101 WEST FIRST STREET, DICKSON,TN 37055.614-446-$000 NOTE:FOR(2)24"WIDE RACKS BACK TO BACK, NOTE:FOR(2)24"WIDE RACKS BACK TO BACK, EQUAL(SPECIAL INSPECTION REQUIRED-REFERENCE SCHEDULE BELOW) d) Spectral Response Coefficients, J Y Q ATTACH RACK POSTS WI 114"0 BOLTS Qa 24"O.C. ATTACH RACK POSTS WI 114"0 BOLTS ala 24'O.C. 4) THE EXISTING FLOOR=MIN 4"THICK CONCRETE SLAB-ON-GRADE,2500 PSI WITH A SOIL LA-APPROVED FABRICATOR'S LICENSES="FB02894","FB02894-1",&"FB02894-2". W/STEEL WASHER AND NUT. WI STEEL WASHER AND NUT. BEARING CAPACITY OF 500 PSF MIN. SDS=0.722 and SDI=0.446 0— W W x 5) STORAGE SHELVING CAPACITIES 13-SHELF UNITS=35#PER LEVEL e) Seismic Design Category=D ^ W 2 6 8 7-SHELF UNITS=809 PER LEVEL f) Basic Seismic-Force-Resisting System(s)- L•1•• -- - �, �,+ - I I . ____ Q - Non-Building Structures,Steel Storage Racks Fs " /24" a - .as 4,5 L 5w ;3 ton. ' ,_ y 6) ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN CONFORMITY WITH THIS 42" 42" 42' 24 �.>�, " �` -- — 4 — — JO Design Base Shear=170 lb ''')n „„. $— .wc r �t r -: s<� ;. I ��i.ii:�.�� I�I� S } STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT V, 42" 42" 42' 24" 24" 24" "" , , - c v , - _.T - - S PLAQUE,EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM h) Seismic Response Coefficient,Vt=0.217 Z m 1 1 " �* � � _ '�� 3o m PERMISSIBLE UNIT LOAD PER LEVEL i) Response Modification Factors,R=4.0 e— m I _!__ i ! f v IiM 1 1 1 I , 1 1 j TYP. ; n o _ • - n ,. ' -� I- "� 7} ALL SHELVING SHALL BE IN COMPLIANCE WITH THE CURRENT RMI MH16.1 j) Importance Factor,Ip=I 0 Z U.N.O. •` a� f; « - fa 43TI ha z x ,4 I-_,;,*tel S 8) THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE k) Analysis Procedure per ASCE 7-10,Sec.13.3.1 a z 3 i i `1N. _ -"-_ TYP, I A �� .�. `�.. < &15.5.3.4 0 1 TYP. 3 ► ... , : TOP OF THE STORED MATERIAL AND THE CEILING SPRINKLER DEFLECTORS \ � � 9 TYP.U.N.O. ; ; 1111111111MMIK 11 �E � "\ ��� r --trgrt--r,yarrurr-___ i al I I $ k ? 9) THE SHELVING RACKS WILL NOT BE OPEN TO THE PUBUC TY�P 3 I t'�i I E �+ `�rh t 1 . 10) SHELVING UNIT'S MAXIMUM'OUT-OF-PLUMBNESS'SHALL BE 0,500 INCH IN 10 FT.U / 0 i iii• 4 ___��_ __1 i i ,v f .vc r -4 � 1?,,;_ 11} a -INDICATES DETAIL CALLOUT �, of 0-, ___ :� 3> Z H t / _ / � III .",L r � g �� ■ark' "r E .. a = c.r f-., �""'� STATEMENT OF SPECIAL INSPECTION "' o "' Z Q rn / I �+ _". _ �5 O VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD KWIK BOLT TZ STANDARD HUS-EZ INSPECTED BY (� I— Z CI O Q3 CONFIRM ANCHOR TYPE X HILTI HUS-EZ,3/8"DIA X 3"LONG- 21_< %I! I1 HILTI TZ•3/8"DIA X 3"LONG PER ICGES SPECIAL - niIIIII 69 / .r .. � ESR-1917 SECTION 4.4.7.0,FIGURE 2.3 PER ICGES ESR-3027 SECTION 4.4. INSPECTORW —� '-"I I - e 1 _ �, ``Y� i,, 1 I♦ cs _ - s.z,TABLE t Y Z - i CONFIRMGONCRETE d (� W LA / /""\ 1B ® \ _ X MINIMUM 2500 PSI - MINIMUM 2500 PSI 0 v J 4 1 4 E I �wlli, ' t COMPRESSIVE STRENGTH - Z EZ m 4 / \ i CONFIRM CONCRETE U I " X 4"MINIMUM 4"MINIMUM CO r-i ® 1B 1A / y: 3a 9 �T fill `s a LY THICKNESS W r- / ,, • — - Mnimom K 1 *>: HILTI TZ 3C"DIA X -917 - HILTI HUS-EZ,-3/8'ES DIA X 0"LONG- SPECIAL M �� V HOLE DIAMETER X PER ICGES ESR-1917 PER ICGES ESR 3027 INSPECTOR / , SECTION 4.4,7.0,FIGURE 2,3 SECTION 4.3,4.4,FIGURE 4A / I I BULB/BLOW OUT-PER ICC-ES ESR-1917 BULB/BLOW OUT-PER ICC-ES SPECIAL 17-01-241 1. O 1051111111 CLEAN OUT OF HOLE X SECTION 4.3,4.4 ESR-3027 SECTION 4.3,4.4 INSPECTOR � I���, ro / 2.75 -PER ICC-ES ESR-1917 SECTION 4.4, 2.25'-PER ICC-ES ESR 3027 SPECIAL0�-2J 2017 0 — - - '.� -T -�.., .,r ,,,". A MINIMUM ANCHOR SPACING X TABLE 3 SECTION 4.4,5.7,TABLE 2 INSPECTOR N' SHEET 0 *" 4.125"-PER ICC-ES ESR-1917 1.5"-PER ICC-ES ESR 3027 SPECIAL INSPECTOR © MINIMUM EDGE DISTANCE X - 2 / 0 0 ' ' ' aataxa llvw SECTION 4.4,TABLE 3 SECTION 4.4,5.7,TABLE 2 INSPECTOR O r {-.N,b-,Er r> ANCHOR EMBEDMENT X PERSECTION 7`.:;: AVL I-z: OA r. , I , 2"- ICC-ES ESR 1917 2 5" PER ICC-ES ESR-3027 SPECIAL 4.4 TABLE 1 3 SECTION 4.3 4.4 5.2 TABLE 2 3 INSPECTOR y ~• I �r I I TIGHTENING TORQUE X 4.3,4.4,TABLE 1 SECTION 4.3.4.4,TABLE 2 INSPECTOR •.-•+-•��,f-.-;.`,:`,:".1::,."-';'3_!3:''•:-: !-r:r"•F"-]•." _ .-. �---•_` -- 23-25 FT-LBS-PER ICC-ES ESR-1917 SECTION 40 FT-LBS-PER ICC-ES ESR-3027 SPECIAL WALL-SUPPORTED FREE-STANDING Note:Inspection to be completed X by a 3rd party inspector FIXED SHELVING SIDE VIEWS MOBILE SHELVING SIDE VIEW PARTIAL FLOOR PLAN 6 .HELVING RACK LAYOUT GENERAL NOTES