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<br /> S TRUCTU�:.AL N4TES :
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<br /> l. RACKS ARE MANUFACTURED BY SPACERAK OF LODI, CA OR EQUAL �
<br /> 2. MINIMUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGTHS FOR SELECTIVE RACKS SHALL BE AS o �
<br /> FOLLOVVS: � �
<br /> (a) BEAMS AND COLUMNS Fy=50ksi Fu=65ksi. � � �
<br /> (b) BRACING STRUTS Fy-36ksi Fu=58ksi. W�
<br /> (c) BASE PLATES FY=36ksi Fu=58ksi.
<br /> 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE AS FOLLOWS:
<br /> RACK TYPE: A - R : 2,100 LBS PER LEVEL
<br /> RACK TYPE: B 1,800 LBS PER LE�EL
<br /> RACK TYPE C 1,200 LBS PER LEVEL
<br /> RACK TYPE D 2,400 LBS PER LEVEL �
<br /> 4. CONCRETE SLAB IS GIVEN AS 5 U2" THICK WITH fc'=2,500 psi. :
<br /> 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,500 psfFOR GRAVITY LOADS. �
<br /> b. TIE-DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT II WEDGE ANCHORS.
<br /> � �. c� o� aus �o
<br /> USE TWO (2) 1/2"Q� X 4-3/4" ANCHORS V1rITH A 3 2" EMBEDMENT PER BASEPLATE.
<br /> PERIODIC SPECIAL INSPECTION IS REQUIRED AND WILL BE COMPLETED PER ICC ESR-3037. o � A w z Q
<br /> 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT � o a � � �
<br /> C4NSPICUOUS LOCATIONS. � a �°w � � � a
<br /> � �� ,�`- 12' --) 3+ g�� �`--� �---�_12' ---� �` 3� ,�`- �--_l2' � -�' 4' � #_------ 12� � 8. I F A N Y D I S C R E P A N C Y O C C U R S, C O N T A C T T H E E N G I N E E R F(J R C L A R I F I C A T I O N. q � o � � � � � � �
<br /> �� - -- �� :
<br /> ---- � �� �' -- ;; �i �� '�� � 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2015 IBC SEC 2209, THE 2012 RMI ¢ � Q� � � � ��o
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<br /> � �i� � ;� �; �' '' � � � GO�DE, AND SEC. 15.5.3 OF SEI/ASCE 7-10 USING THE ASD METHOD WHERE: � 3� A� � �o �° �
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<br /> , � � i� � � l ' - CS = 2.5 Ca/R AND Ca = 0,3827 FOR THE GIVEN ADDRESS AND SITE CLASS D H c, A � w w � w x A
<br /> 20 ! 20 i� ,: 20 t °' ': �, �� 2 0 \ -
<br /> � , ;� � �; �F � �; : \, Sl 0.551
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<br /> � �I ��.. ` �; BACK f��AM aNLY TFtIM SUPPQRT —
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<br /> � � � ----;i '" i � ,
<br /> ' ' '� �3 1�+ `' ' R = 6.0 LONGITUDINAL (MOMENT) DIR.
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<br /> s ` BACK BEAM ONLY TRIM SUPI'ORT lfy
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<br /> ' NO STORAGE ON THIS LEVEL �10 � � Q �
<br /> � j � 6„ ! � 1. DESIGN DENSITY OF SPRINKLER SYSTEM: .495 GPM OVER 2,000 S . FEET � � "�
<br /> sinE FRa� sIDE FRa� SIr�E Fxo�' ��F F���' sIDE FRON,t. � 2. TEMPERATURE RATING OF SPRINKLER HEADS: 155 deg. � a U � �
<br /> RACK TYPE ��A" RACK TYPE "B" R A C K T Y P E ��C l� RACK TYPE ��D�� 2. TYPE OF PRC�DUCT: NUTS BOLTS AND FASTENERS IN CARDBOARD BOXES 4N STANDARD � � �
<br /> RACK TYPE �lR�� WOOD PALLETS. NON ENCAPSULATED � W
<br /> VERTICAL ROD STOCK
<br /> 3. TQP OF STORED PRODUCT NOT TO EXCEED : 20' 0" � � �
<br /> 4. APPROXIMATE CEILING HEIGHT: 27' 3" .... TO TRUSSES : 22' 10" ^ � � �
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<br /> E�ITING NOTES : �.:. � w �� �
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<br /> l. EXTERIOR DOORS ARE 3 SWIN�G TYPE WITH LOCKING KNOB WHICH REQUIRES � �� ,� �a � � � �
<br /> . c., �� r
<br /> NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. �-���` ;� � J `� � � ►-�
<br /> 2. EXTERIOR EXIT DOORS TO BE �MARKED PER A�PPLICABLE CODE � % �. � _ � Q �.,, �
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<br /> ANCHOR DETAILS
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<br /> UPRIGHT CC?LUMN---- , �--2 ��2" �" _- ---_------_ _ _: ` � i _ , ,
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<br /> SEE NOTES FOR DETAILS � � 3�s �cK � G; � � � � 1/8" TYP' �
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<br /> 3/16�� ___� ___ . __ 1/2"-8 TYP.
<br /> � BASE PLATE DETAIL BEAM SECTION 15 GA THK.
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<br /> .375 R ASTM A572 (1R50
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<br /> HORIZINTAL `�-� `�=� � �' 3�� B EAM D E �� �� ►� �� �� �► �� �� � _ �
<br /> � ; :,_ ___ , TAIL T�PE A - B - C -and R � .� N �
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<br /> I Rli8" 1/2" 1�� 5�� 1�� -�� � � � � AS SHOWN
<br /> �► � � �� �
<br /> I-�-3I4 T�'"P. „ � �____ _
<br /> F��;ACI��TG CC)T��TECTION DETAIL .531 SQUARE � --- ------ - DATE:
<br /> 1/8" TYP. 2-6-2018
<br /> 3i16" 1 1/2" BEAM SECTION .075 THK. D��rrNc No:
<br /> ASTM A572 GR50 1/2"-8 TYP'
<br /> C C�JLUI���T DETAIL BASE PLATE DETAIL CH�ICKED BY.�
<br /> SCALE: 3 " = 1 ' ►► „ LBC4�
<br /> RACK TYPE D sH��r xa
<br /> �� �� 2
<br /> B EAl�/I DETAIL TYT'E D
<br /> OF 2 SHEETS
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