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� <br /> S TRUCTU�:.AL N4TES : <br /> 0 <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 <br /> � xax 3 � zz <br /> � �i� � ;� �; �' '' � � � GO�DE, AND SEC. 15.5.3 OF SEI/ASCE 7-10 USING THE ASD METHOD WHERE: � 3� A� � �o �° � <br /> ;; t <br /> ;� ;� �I ' I f `� fi ' 3 w p o � � v <br /> ' �: �; � �� a�-io�� rrosro�G�,arr•r�uusLEv�i. V = 0.67 C� Ip V� A.ND = 1.Q (RESTRICTED �REA - NO PUBLIC ALLOWED) � � � � �, g � Q � <br /> f! �� �.f� z � � � � �, <br /> _�i i _ i? ,. , ;i '�� i�--- �`I �i SS 1.435 Qz � � � � z � aa <br /> " � o � � � o � w � <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 <br /> ; <br /> � �I ��.. ` �; BACK f��AM aNLY TFtIM SUPPQRT — <br /> i _ ; ; ; <br /> ` I ;� = i' '' __. .�_ I, ;; -- _ ______ R — 4.0 TRANSVERSE (BRACED) DIR. <br /> `� _ �--- ; � � i�i Fa 1.0 <br /> � � � ----;i '" i � , <br /> ' ' '� �3 1�+ `' ' R = 6.0 LONGITUDINAL (MOMENT) DIR. <br /> � M I; i M M '� �„ � <br /> ! � i : � <br /> s ` BACK BEAM ONLY TRIM SUPI'ORT lfy <br /> i ' � �'� - �± � � - Q <br /> � 6�� � '° '' 6,� � � 00 6�, � oo � � � � O <br /> a v ,� � ;� � � � <br /> f e :� � ;; �. � I � FI�:E PROTECTI�N NOTES . � �. <br /> { � � „ <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" ^ � � � <br /> � w � 1 <br /> � � � <br /> � � � <br /> E�ITING NOTES : �.:. � w �� � <br /> ���� ��� � <br /> ��`�. �G.�a�'��° � U � � <br /> �`�ti,i ��-�S71 ��'e-? y� , <br /> 1 � \ /�� �� <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 �.,, � <br /> - ( ,` _� <br /> �: = • E-� � � <br /> ,, � , ;�' <br /> �E�*Ji���t iz��.G ���� �� � U � �" <br /> �� 5;:�'��X���� � � � <br /> . �� � � _� � � � � <br /> � � <br /> SCALE . 1 /2 -- 1 3 � z � � <br /> c o � <br /> V o <br /> � <br /> �" B�C�ET A�S�.---�- 2 3i4" �- <br /> --I I - 1�2�� 3��6�� � - A s �voT��---� --� ----�i8« � <br /> „ " 1 1/2'► <br /> _ _ -:�-�_:�-.� � <br /> 1 �_ _ ` 1/8' l <br /> 3/8 _ (Ty�') ' � �� � i <br /> 1 1/2" _ _ _, ' � �' = e� i I w � <br /> � I �� v ii '�;% �' � <br /> 4 3/4 � sis�� � xol.,E(T�� ,� � <br /> �� j ,r <br /> �� 2 1/2 � �; � �� <br /> 14 GA---- 1 1/4 f �� � �� � � 6„ � `� w <br /> DIA.GONAL —T 4 5�, -��i�' � � �~� g�� ����� o ;; � o � a <br /> �_,___3„� BRACE (TYP.) � 21�2,. �� �i I <br /> - � � --->� � �� � <br /> ---z�._ C OLUl�'��T S TRUT ; �� <br /> ANCHOR DETAILS <br /> . _v _ <br /> UPRIGHT CC?LUMN---- , �--2 ��2" �" _- ---_------_ _ _: ` � i _ , , <br /> � � <br /> SEE NOTES FOR DETAILS � � 3�s �cK � G; � � � � 1/8" TYP' � <br /> ' � �, �,� � . <br /> � � � �� ? � � � <br /> ._ -�.�� <br /> 3/16�� ___� ___ . __ 1/2"-8 TYP. <br /> � BASE PLATE DETAIL BEAM SECTION 15 GA THK. <br /> � <br /> .375 R ASTM A572 (1R50 <br /> f <br /> ; ,�_�_.-o-- � �� ,�_ � RACK TYPE �►���_„�«_��C►'_ and ����� � <br /> HORIZINTAL `�-� `�=� � �' 3�� B EAM D E �� �� ►� �� �� �► �� �� � _ � <br /> � ; :,_ ___ , TAIL T�PE A - B - C -and R � .� N � <br /> M1N. 0 ' BRACE � � � 7 � �_ j cn <br /> ' � _.__ ______—.___..�._____-__._. � O � � � <br /> 1 � N � <br /> 1�� ___ _____._ .____�_ , � � Q <br /> TYP. \�, 1/8" 5/8" DIA. 3/16" 1/2" BRACKET ASSY. --- 2 314" _-- " � o � � W . <br /> C ) 7/8 a o � c� <br /> '� ���� ,� (TYP.) 2" TYP. 2 H O L E S -�-2"-- 3/1 6" 3/4" � AS NOTED� 1 1/2" y � °O a � <br /> 1/S AS Nt�TED 14GA THK. �� � �- __ -;-, _. TYP. Y�=..._. � ._ �. <br /> 3/8 THK. � ;, �, � �. cv a, V <br /> ;� 1/4" REF. _._______ _.� __ , f 1/8 � I � a� r� > <t <br /> t � ,�� _ � <br /> ; <br /> �, �� � ; ��3 � cL oo w c� <br /> . .__.... ..._._ ._. . . . .. . . . . . (---_ �.:::.- -:::-�.�. � '. � i . � � � a <br /> , , A <br /> _� _� 7���� � I � � ' � �� <br /> _---_.�_ r-' � ; 3�� + � +: 4►� 4� � � � � 4 D R A�N B Y <br /> � `- ' f 3" � 6" � � � '' MTP <br /> � � _ � 1 <br /> � ��` � �� o � o <br /> , � , <br /> � __.___ _,.._._ _.T' � L�___._ ___ _� � � 3"-•-� i ;: , � SCALE: <br /> .��, � <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 <br />