Plans BU P2019 - 00025
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Ak-� Awed Plans
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OFFICE COQ rIxY 21 2019 RECEIVED
°PROP MAY 21 2019
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114'17 RIVET \`'1�6 "T"POST COL. B. PL. "L" POST COL. B. PL.
SHELVING LOAD ON _. �_ W
14 GA. 2-ANCHORS(SEE NOTE NO.L-POST (1) T_PDST 1-ANCHOR(SEE NOTE N0.3) -
14GA. 14 GA. DOUBLE RIVET DOUBLE RIVET SLAB = 100 PSF
LOW PROFILE
"L" & "T" POSTS (i • "DRH" BEAM (2) "DRL" BEAM (3,) BASE PLATE (FIXED UNITS) (4)
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/� NOTE:THE SHELVING SHALL BE ATTACHED __ EXISTING WALL C Cr)
POST-REF.DTL 1 - Q 4 TO THE EXISTING WALL STUDS AND
-1 188-- CONCRETE SLAB. NO NEW STUDS OR COVER 0 CO
0' 4 114"0 BOLT STUD WALLS ARE REQUIRED. EXISTING STUD
Q 4 14 GA x 1 1!2 x 1 112" TYP I1 WALL N W
ANGLE CLIPS @ EA POST - I _._ f r 1 0)0) Q
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4 WITH(2)-114"0 TEK SCREWS IN TRACK ANTI TIP i 1 E 0
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4 041
_ EMBED. - 4•AFTER THE HOLES ARE CO E C 7
DRILLED,INSTALL PROVIDED W t� N
4 e�5�� j ' rr-1 i PLAN VIEW-STEEL STUD WALL PHANNEL.SIDI THE WHEEL = O
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4 Q�� ,�� / POST REF.DTL 2 4 4 #10 TEK SCREW AT = Z\\� / EACH WALL STUD SHELF BEAM or W4 41v Q D0/.--111
GUIDE TYP. REF.DETAIL 2 ��
,€75....--- ri- ,, I �R Z ¢ W
o Q 4 - c 1.REMOVE BLADE LOCK BY REMOVING �� O
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\ 4 4 THE[2}HEx scR>ws.
\�,0F�G�G� ? SHELVING POST CONNECTED TO CARRIAGE Q 4 1 i8 Q I MIN.1' �',�® jAlii‘
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�, S.REPLACE BLADE LOCK BY 6 � O\-�°\ .. SI * WITH(2}-114"0 TEK SCREWS PER POST I \�Qt� EMBED• REINSTALLING THE[2}HEX SCREWS. ,l �� CO Z O
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G PLAN VIEW-WOOD STUD WALL L EXISTING WALL r
ock �� z ti �� ..f': COVER 11i O Q R-1
� `�� V400••/10. � �1 0.500 ? [Y
,' 4 0.500 fr'''y �� EXISTING STUD
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ck oiRa 4 4 0.27•. a.91' , SHELVING POST --- - 2 XISTING STUD WALL CO Q
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�0 1���0��� 4 Y, 1 00.25' IL IL5.MOUNT POSI-LOCK BRAKE TO WHEEL CHANNEL USING PR• VALIDITY OFP E I� ei+ T N CO
cad 4 �`- 5.Z34 -REF.
114-20X2"HEX BOLT AND NYLOCK NUT. THE ISSUANCE OF A PERMIT d- C])
o MIN.1"EMBED.
14 GA x 3"WIDE PLATE NOTE:USE L-POST r. -REF.DETAIL 2 4
@ EA POST WITH \` FOR(1)ROW OF UNITS. • !4 00.31" INTO STUD WALL EASED ON CONSTRUCTION Cry
2.LINE UP THE BRAKE SO THE BOTTOM OF THE BRAKE IS FLUSH TO
112"THICK STEEL BLOCK Q ( DOCUMENTS AND OTHER I.t7
(2}114"0 TEK SCREWS • I. THE BOTTOM OF THE WHEEL CHANNEL BRAKE CAN BE MOUNTED
�!® + o o ®' THAT HOUSES ITAT BOLT NOTES: ANYWHERE ACROSS THE LENGTH OF THE CHANNEL). DATA SHALL NOT PREVENT O a,
��� * -'� 1. CONTRACTOR SHALL FIELD VERIFY MINIMUM SIZE,SPACING,AND GAUGE OF EXISTING WALL STUDS. THE CODE OFFICIAL FROM ■_.
' ' 0.25' V v No " 2. CONTACT ENGINEER OF RECORD IF THERE IS A DISCREPANCY. 3.MARK THE HALE LOCATIONS AND BRILL A 114'g HOLE THROUGH REQUIRING THE CORRECTION
FOR STANDARD V-GROOVE °Q % " i� _ o 1 ANCHOR AT MAX 22-112 O.C. 0 3. MINIMUM STEEL WALL STUD SIZE=3623125-30(3-5/8"x1-1/4•40 GA.). BOTH LEGS OF THE CHANNEL
AND FLAT TRACKS ONLY: ��OS'C `// 0.20 SEE GENERAL NOTE#3 OF ERRORS.OSSC 105.4
4. MINIMUM WOOD WALL STUD SIZE=2x4.
NON-STRUCTURAL 0.49 k 0 5. MAXIMUM WALL STUD SPACING=16"o.c.FOR STEEL OR WOOD STUDS. .
114"0 x 2"LONG'HILT!' I 6. MAXIMUM WALL STUD HEIGHT=16'-0"ABOVE FINISHED FLOOR.
SLEEVE ANCHORS @ 24"o.c.,MAX. � ANTI-TIP&GUIDE CONN.
CARRIAGE AND TRACK ASSEMBLY (5) WALL CONNECTION (6) POSI-LOCK FOOT BRAKE () 0
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SHELVING UNITS SHALL BE MANUFACTURED BY EITHER: NOTE: INSTALLATION CONSISTS OF THE FOLLOWING SHELVING QUANTITIES: GENERAL NOTES: EARTHQUAKE DESIGN DATA:
• WESTERN PACIFIC 300 EAST ARROW HIGHWAY,SAN DIMAS,CALIFORNIA 91773. FIXED/MOBILE RETAIL SHELVES SHALL BE RESTOCKED BY HAND. DO NOT • TOTAL LENGTH= 48 LINEAR FEET OF SHELVING n DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN a) Seismic Importance Factor:IE=1
800-732-9777 LA-APPROVED FABRICATOR'S LICENSE_"FB01173" USE A FORKLIFT OR OTHER MECHANIZED LOADER TO STOCK SHELVES. • TOTAL AREA= 96 SQUARE FEET OF SHELVING coMPUANCE WITH THE REQUIREMENTS of THE 2014 OREGON STRUCTURAL SPECIALTY CODE,ASCE Rask cal II_Not W -J Lu
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• TENNSCO CORPORATION,1101 WEST FIRST STREET,DICKSON,TN 37055.614446-80007-10&ANSIFOR ALL
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2) STEEL FOR ALL SHAPES IS Fy=33 KSI(EXCEPT AS NOTED)
b] Mapped Spectral Response Accelerations:
LA-APPROVED FABRICATOR'S LICENSES="FB02894",'FB02894-1",&"FB02894-2". SHELVING UNIT CONFIGURATIONS MAY VARY FROM ELEVATIONS SHOWN BELOW. REFERENCE THE SHELVING UNIT F I TAT TRACK 3) ALL ANCHORS ARE 31F 3'LONG,MIN.,HILTI KWIK BOLT KB-TZ(ESR-1917)1 WITH MIN.EMBEDMENT OF 2 ss=D(Assumed) st=o.4z5
CUT SHEETS IN THE CALCULATION PACKET FOR THE SHELVING UNIT CONFIGURATIONS COVERED BY THIS SUBMITTAL. 5rts"OR APPROVED EQUAL(SPECIAL INSPECTION REQUIRED-REFERENCE SCHEDULE BELOW) c) sae clal Re D[Assumed) co CO
d) Spectral Response Coefficients: CJ)
4) EXISTING FLOOR CONSTRUCTION=MIN.4'THICK CONCRETE SLAB-ON-GRADE WITH Fe=2500 PSI AND W ,-I Q
SDesign0.722 Sd1=0.446 r Lu
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500 PSF SOIL BEARING PRESSURE.
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A`\)\' \\\\\\\\\\\\\\\\\\\\\\\ N\" �6'" SHALL DISPLAY IN ONE ORMORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE,EACH NOT LESS i g StrucWres,Steal showing If WLu
I� i F M Yk -i - f ce
! THAN 50 SQUARE INCHES N AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD PER LEVEL 9l benign Base Shear=1115 lb O Q
m _ �, ,,� ,� ww „" �� �" h) Seismic Response Coefficient Vt••0.126 t_ I,,,_
_ 6) ALL SHELVING SHALL BE IN COMPLIANCE WITH THE RMI i) Response Modification Factor.R=4
0 7) THE CLEAR SPACE BELOW SPRINKLERS SHALL BEA MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE j) Redrnsdancy Factor.p=1.0 []
'� -- STORED MATERIAL AND THE CEILING SPRINKLER DEFLECTORS k) Analysis Procedure per ASCE 7.10,Section 15.5.1 a- --J LU
4'.0"MAX, 4'.0"MAX. 4'-0" - (n = 8) THE SHELVING RACKS WILL NOT BE OPEN TO THE PUBLIC Ill
- 3WIDTHS MAY VARY WIDTHS MAY VARY •r WIDTHS MAY VARY ' 3 I 4 9) SHELVING UNITS MAXIMUM'OUT-OF-PLUMBNESS'SHALL BE 0.5 INCH IN 10 FT L 5
OI r O 10)STORAGE SHELVING CAPACITIES: CI)
RR9 UNITS =95 LBS PER LEVEL
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-- STATEMENT OF SPECIAL INSPECTION N
,.- 1 VERIFICATION AND INSPECTED z :1-----
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Ca CONTINUOUS PERIODIC STANDARD KWIK BOLT TZ ¢ o �' �'
�° r INSPECTION BY ( z cr cn
• 0- ` `-''-- ) CONFIRM ANCHOR TYPE X HILTI TZ,3!6'0 x 3'LONG,MIN.-PER ICC-ES SPECIAL W < C 0 o r,
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• M..r......._... .. ■ .. l� _...,..,_ ...... ........ ESR-1917 SECTIONS 4.4&7.0,FIGURES 2&3 INSPECTOR CO -
. - N.
# I IB HB I I HB � I
-I I le up X MINIMUM 2500 PSI U
HB f1R7 CONFIRM CONCRETE Uj i
\ COMPRESSIVE STRENGTH � 0 CO � � u
o O \ ! I I I [ I c I E 1 E I + MINIMUM 4'THICK SLAB OR MINIMUM 3-1/4" co
cn 1 1 B 1A 1 CONFIRM CONCRETE THICKNESS X
CONCRETE SLAB OVER METAL DECKING V
CD
xHOLE DIAMETER x LENGTH x 7116'0 X 2 516"LONG-PER ICC-ES ESR-1917 SPECIAL CO
' SECTION 4,4.TABLE 1A INSPECTOR
CLEAN OUT OF HOLE x BULB BLOW OUT"PER ICC ES ESR•1917 SPECIAL
'- SECTIONS 4.3&4.4 INSPECTOR 19.05 111
® --_ I 1 _ I I I 2111"-PER ICC-ES ESR-1917 SECTION 4.4, SPECIAL
11 I I I 1 I 0 I 0 T MINIMUM ANCHOR SPACING %• 52012019
� TABLE 3 INSPECTOR
i 3 518"-PER ICC-ES ESR-1917 SPECIAL
0 ` I I 1 1 1 I I ii N. ` MINIMUM EDGE DISTANCE X SECTION 4.4,TABLE 3 INSPECTOR SHEET
\ I I I I I I li NOMINAL ANCHOR EMBEDMENT X
2 5116"-PER ICC-ES ESR-1917 SECTION 4.4, SPECIAL
---- -----1_.---- ----�- ---1�---- TABLE I,3 INSPECTOR
` 25 FF-LBS PER ICC ES ESR-1917 SECTIONS SPECIAL
��_ 1' 1_ + -_- - - _ - - - - - - - _„ TIGHTENING TORQUE %
3 4.3&4,4,TABLE6 INSPECTOR
-,'...•1+� 1. ( r.Jr.n't•..,:.C:.S.ri+~.-.,.i:•'.."w.:,:-,.�•.7.w.:.4:T-'.4:?::,. 1' �..i:..I:.i..,-.i:1.
NOTE'INSPECTION TO BE COMPLETED BY A 3rd PARTY INSPECTOR .1
MOBILE
col MOBILE SHELVING 11 MOBILE SHELVING SIDE VIEW PARTIAL FLOOR PLAN & SHELVING RACK LAYOUT GENERAL NOTES