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<br /> i 1*1
<br /> STRUCTURAL NOTES :
<br /> 1. RACKS ARE MANUFACTURED BY KINGMORE OR EQUAL k4
<br /> 2. MINIMUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGTHS FOR SELECTIVE RACKS SHALL BE AS
<br /> FOLLOWS: A
<br /> (a) BEAMS AND COLUMNS Fy=55ksi Fu=70ksi.
<br /> (b) BRACING STRUTS Fy=36ksi Fu=58ksi.
<br /> (c) BASE PLATES FY=36ksi Fu=58ksi.
<br /> 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE AS SHOWN ON THE ELEVATIONS
<br /> (THIS DRAWING).
<br /> 4. CONCRETE SLAB IS GIVEN AS 4" THICK WITH fc'=2,500 psi.
<br /> 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,500 psf FOR GRAVITY LOADS.
<br /> 12' - - 12' 6. TIE-DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT II WEDGE ANCHORS.
<br /> USE FOUR (4) 1/2"0 X 4-3/4" ANCHORS WITH A 2-3/4" EMBEDMENT PER BASEPLATE. 64141
<br /> TOP of Sri TOP OP PERIODIC SPECIAL INSPECTION IS REQUIRED AND SHALL BE COMPLETED PER ICC ESR-3037.
<br /> NOT SW TALL
<br /> 2 TO TALL 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT
<br /> 2S'C TALL � w at q � b �
<br /> ,� �1 ' - ' - 4' T�" CONSPICUOUS LOCATIONS.
<br /> N - �-t _ _ _ g , _ - - 12' 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. o
<br /> e cy
<br /> 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2015 IBC SEC 2209, THE ANSI MH-16.1 i a I
<br /> . r o
<br /> 2012 CODE, AND SEC. 15.5.3 OF SEI/ASCE 7-10 USING THE ASD METHOD WHERE: E „ illildc
<br /> "1trTOP TTO STORED
<br /> W4 "'°'TA1L _ V = 0.70 I W AND = 1.0 RESTRICTED AREA -NO PUBLIC ALLOWED)f
<br /> ps ( = 1.315 . A ' z °z
<br /> > ..-->< 011 + L
<br /> _-.___-,_ . Cs = 2.5 Ca/R AND Ca 0.351 FOR THE GIVEN ADDRESS AND SITE CLASS D o a
<br /> --15 = 0.499 g a �cA ' 5A ›''
<br /> T R= 4.0 TRANSVERSE (BRACED) DIR. g
<br /> o
<br /> M c Fa 1.0 ° A ° °vwa
<br /> N N d R= 6.0 LONGITUDINAL (MOMENT) DIR.
<br /> � i 20' 1 r
<br /> 20 � ,.,� Cc, �o 10. PROJECT HAS NO FIELD WELDING, ALL WELDING IS COMPLETED IN THE SHOP BY LICENSED WELDERS
<br /> E� Too � _
<br /> . 11. THERE ARE NO SHOP DRAWINGS FOR THIS PROJECT. THIS DRAWING SHALL SERVE AS THE PROJECT
<br /> SHOP DRAWINGS.
<br /> 1 o '`� 12. FACILITY IS NOT OPEN TO THE PUBLIC.><< o
<br /> 12.86a � -..__ a - 'cC � � Cam,
<br /> -�-� FIRE PROTECTION NOTES.
<br /> i
<br /> 4
<br /> I DE •
<br /> IGN DENSITY OF SPRINKLER SYSTEM: .O1 GPM OVER 900 SQUARE FEET. d 1. S Q
<br /> rn
<br /> v, .0 rn `��; '� 2. TEMPERATURE RATING OF SPRINKLER HEADS: 155 ° F. ��... �'
<br /> 014 i�t CLOTHING, AND BANKER BOXES. ON
<br /> zr ( 3. TYPE OF PRODUCT: CLASS I - IV. TOYS, FOOD, C O
<br /> "� I STANDARD WOOD PALLETS NON ENCAPSULATED.
<br /> _- - j L I I I n " n " r n ^ �j
<br /> L -- 4. TOP OF STORED PRODUCT NOT TO EXCEED : TYPE "A" and A-1 -- 23' 0" TYPE B -- 18 0 . e
<br /> TYPE "A-1" TYPE "A" " TYPE "A" TYPE "A- 1" TYPE "B" 5. APPROXIMATE CEILING HEIGHT HIGH: 32'0" .... 30'10" TO TRUSSES 44
<br /> T TYPE B APPROXIMATE CEILING HEIGHT LOW: 16'5" .... 14 0 TO TRUSSESPilli
<br /> SIDE SIDE SIDE FRONT FRONT FRONT
<br /> scKry W
<br /> �l Cn
<br /> , rf .::" ,"'‘r''° ''" I/ q :4cf) c.)
<br /> ,,,i , )f,
<br /> , r=4
<br /> EXITING NOTES: o �,
<br /> ( � ti2s60�, �. �;nil H t Gj
<br /> ,.. Jj r'1 I�U A . L)
<br /> 1. EXTERIOR DOORS ARE 3' SWINGTYPEWITH LOCKING KNOB WHICH REQUIRES C-4
<br /> 44
<br /> NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. -� ,., :°
<br /> RACK ELEVATIONS EXTERIOR EXIT DOORS TO BE MARKED PER APPLICABLE CODE I L 1 � �Z 2. 11 / �
<br /> SCALE: NT S
<br /> 0
<br /> 0
<br /> to
<br /> BRACKET ASSY.
<br /> 3/16" 2 rr
<br /> AS NOTEDt 1 -- 1"
<br /> s 8" ..- �+
<br /> 1" 6" In TYP I �\, r�
<br /> :: Alb, I if__i 5/8" L
<br /> 78n IL
<br /> v 0 ® ® I 5" A
<br /> III
<br /> -. - 3/8" THICK 8"
<br /> - AS NOTED
<br /> 8" 61/4" 1
<br /> .375 R
<br /> 0 �3/8" D O - :+: 1 II 0
<br /> I r ) CO 3 05/8" D TYP.
<br /> ,,- „;> c: ) CO
<br /> CO O C I -15"
<br /> � I 7 BEAM SECTION 15 GA THK. 1/8 `/
<br /> J \J 16 - 16 GA E7 . THK ASTM A572 GR50 5" BEAM DETAIL
<br /> ,\,:. 3..16
<br /> " I -H.- 3/8" - TYP
<br /> . M- 2" TYP. --1/8 WELDED BASE PLATE UPPER TWO BEAM LEVELS RACK TYPES "A" and "A-1" c4 w N
<br /> COLUMN STRUT R >.> ,�
<br /> !' --- AS NOTED --..-- ALL RACK TYPES RACK TYPE "A" and "A-1" BRACKET ASSY. 2 „ Q �-�,
<br /> ":-'-'?".4. _... 1/4" REF.
<br /> 7/8" - 3"---.....1 1, " C""° AS NOTED 1" R C 'p 3 W
<br /> ;�I .�-' 3/16
<br /> a.
<br /> A. i i s -�� i �`�. -4',,
<br /> 12 GA. THK �2 n TYP)- 4t O L"1
<br /> J '-'1,,,,,‘„ ❑ ❑ ❑ ❑ ❑ rr ;- 11/16 8 �� � _ 1 5/8" ��,, °j N CD
<br /> � V
<br /> -r �` 3" * 3/8" THK I --•- 1" 6" 1" �.,. .. :+: CD �` D M > Q
<br /> �`. 'a� 03/8" D ►U 0 0 0 O 0 " I q V) M W Ce
<br /> �Z.__/ �_ - 4 3/4 n ® r
<br /> 7j
<br /> 5/8" -- -{ --- 2" - 1 15/16" T 0 0 ® :�: +''; III 6" DRAWN BY:
<br /> 8" MTP
<br /> .4 SQUARE --+
<br /> -t 5" 3 1/4 / 3/8" THICK I SCALE:
<br /> ATTACH WI(i)5'150 X 3"GP.5 BOLT
<br /> COLUMN DETAILS t________ 1 AS SHOWN
<br /> ALL RACK TYPES j8- -0 ® 05/8" D DATE:
<br /> _ BRACING CONNECTION DETAIL ANCHOR DETAILS "
<br /> ALL RACK TYPES ALL RACK TYPES I I 0 11 -4-2020
<br /> 3/16" <TYP
<br /> 1/8,, , TYP. DRAWING NO:
<br /> / BEAM SECTION 16 GA THK.
<br /> WELDED BASE PLATE ASTM A572 GR50 6" BEAM DETAIL
<br /> RACK DETAILS
<br /> CHECKED BY:
<br /> RACK TYPE "B" FOR LOWER TWO BEAM LEVELS RACK TYPES "A" and "A-1"
<br /> SHEET NO.
<br /> FOR ALL BEAM LEVELS RACK TYPE "B" 3
<br /> SCALE : 3 " = 1 '
<br /> OF 3 SHEETS J
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