|
.
<br /> � ' _ ,
<br /> . � _ ,
<br /> _ , � , :
<br /> : GENERAL PROJECT N�TES
<br /> ..
<br /> . FP1 M-B 1 2 � : 3
<br /> „ , „ i �q �. 1: DESIGNED PER THE REQUIREMENTS OF THE 2015 IBC,ASCE 7-10 � '
<br /> �4 X 4.5#� 4 X 4.5#� F P 1 I V I-� >_
<br /> � &2012 RMI RACK DESIGN MANUAL
<br /> � �� � 2. SEISMIC CRITERIA Ss =1.410, S1 = 0.544, Fa = 1.00, Fv= 1.500,
<br /> � T -� 99 1 �� � _ _ ;� >> - - � " i 2 I u � ( = 1.0 NO PUBLIC ACCESS Sds =0.940, Sd1 =0.544, OCCUPANCY CATAG, If
<br /> - 15/8" 15/8" [� �J� P � )
<br /> I : � � SITE CLASS D, SEISMIC DESIGN.CATAGORY D
<br /> � �
<br /> .I , : � 3. STOftAGE LOADS
<br /> � 3,000 LB PRODUCT LOAD MAX WHERE SHOWN �N SHEET SCE 2 ELEVATIONS Z
<br /> � I f °, -,
<br /> �� � I " r r�� , n
<br /> 1 5/$ 1 i8 / ', ,O ' N
<br /> 2 � 10 0 .
<br /> � 2�, CATWALK DECK LL=60 PSF, DECK DL=10 PSF
<br /> }— ' 4. ANCHORS: HILTI KWIK BOLT TZ ESR#1917/LARR#25701
<br /> ' , _ —
<br /> , �.
<br /> - : W
<br /> _ , _ 1�2��QJ x 3-1/4"MIN. EMBED. , �
<br /> COLUMN COLUMN „ � (2) ANCHOR PER BASEPLATE @ DIAGONAL CORNERS � - t
<br /> 7 2�� ` 5. SPECIAL INSP�CTION IS REQUIRED DURING ANCHORINSTALLATION
<br /> NOTES: T " >> NOTES: � 8�� TYP. � ` 6. EXISTING S.O.G. CONCRETE THICKNESS&COMPRESSIVE STRENGTH 6"x 3 000 PSI
<br /> '
<br /> BACKERSUPTO J ��J�g TYP. BACKERSUPTO � / 8ii - - - - - - - - - - - - - - - .
<br /> � DOUBLER � 7. ALLOWABLE SOIL BEARING PRESSURE: 1,000 PSF @ GRADE OR BETfER �
<br /> 108" ELEV. 108" ELEV. I �� i� 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED JN CONFORMITY .
<br /> . l
<br /> -+-
<br /> I WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS '
<br /> 1 � » �
<br /> �— — — — — — — — — — — — — — — — LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE
<br /> + � 1 T (P.
<br /> � TYP. � INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT: .
<br /> r ;.: .
<br /> >> �.� ' 9. ALL BOLTS GRADE 5 OR BETTER. INSTALL TO SNUG TIGHT FIT WITH ALL PLYS IN FLAT CONTACT
<br /> 1 TYP. .
<br /> ,� _ � O 10.ALL WELDING PERFORMED IN THE SHOP OF AN APRROVED FABRICATOR BYAWS W
<br /> 1 TYP. �
<br /> > �„ � CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF ' � -
<br /> �" ���-- ---- - \ �i . ANY, SHALL BE PROVIDED UNDER THE SUPERVISfON OF A LICENSED DEPtJTY INSPECTOR.
<br /> �`3�1 6 11.THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN W
<br /> Q
<br /> 99 _ TOP OF THE STORAGE AND THE CEILWG SPRINKLER DEFLECTOR. 0 ,
<br /> , � 1 /2 ANCHOR (2) PER �OOTP�ATE • 1 299 Af� CHOR 2 P�R �DOTP�AT� '
<br /> �
<br /> 1/2"� GR 5 M.B. (2) PER CONNECTOR �
<br /> � � ,
<br /> .r
<br /> � �
<br /> , DESCRIPTION BASE PLATE: 6" x 7" DESCRIPTION COLUMN: 4" STRUCTURAL DESCRIPTION BASE PLATE: 6" x 7° , I DESCRIPTION COLUMN: 4" STRUCTURAL DESCRIPTION I 2°X2" TUBE HANDRAIL END ROW `�
<br /> SEE SCE SHT. 2 OF 2 / � `` `
<br /> NOTES: �
<br /> MATERIAL 3/8" THICK PLATE MATERIAL C4" x 4.5#/C4" x 4:5# BACKER MATERIAL 3/8" THICK PLATE MATERIAL C4" x 4,5#/C4" x 4.5# BACKER MATERIAL 1/8" THK TUBE, 3/16" PLATE � '
<br /> , USE @ ALL END HAND RAIL BEAM SUPPORT FOR STC�RAGE RACK ELEVATIONS �� �
<br /> STEEL YIELD ASTM A36; Fy=36,000 PSI STEEL YIELD ASTM A572, Fy=50,000 PSl STEEL YIELD ASTM A36; Fy=36,000 PSI STEEL YIELD ASTM A572, Fy=50,000 PSI STEEL YIELD ASTM A572, Fy=50,000 PSI LOCATIONS a ;
<br /> : �� � ,
<br /> � � '
<br /> 6 6A 5 - 4 �
<br /> TYP. � '
<br /> 1�8�� 2�� � �o
<br /> �
<br /> � � .
<br /> � 9�16° „ nP.
<br /> �
<br /> 1/8 1/8" 37/8° TYP. � u � �2��� �, �
<br /> ' �13/4,�� � 4�� , 50 � �
<br /> -
<br /> �-- —� �
<br /> i �— — _ — � �
<br /> O� -- _ = � 1 Y � - TYP. 8 1 1/2° !" ,� � �
<br /> -� � ,,� �
<br /> i i , ,� i � o . Q
<br /> .,
<br /> � �� I � 4 � 4�� X 5.4# /
<br /> � �
<br /> � � f
<br /> - - - - - - - - - - - - - / -
<br /> =-� ;�,1�8�� � }
<br /> -R
<br /> � � � ��1 5/8 �� „ '— �
<br /> 0 � I , �
<br /> � � 3�� � _ _ — 1 5/ ,�--1 1/2 � O �
<br /> � � °
<br /> � I I' � 8�� ; I �— � � � .
<br /> � � � 9�� � �
<br /> I I ' • t � � . �1 1/2" a
<br /> + _ _ _ �, , 1 �� � �
<br /> — o
<br /> � � � � � �
<br /> � � �� � I �(3 16" � 1�8�, S� �
<br /> - i i „ � i � � }
<br /> r
<br /> �� � 3 + � ,�---2"—� j
<br /> I1 I � � nP. _ _ U >
<br /> I I 1/8" 1 1 2° : , \` � o .
<br /> �
<br /> � �
<br /> � �; 3�� I Q
<br /> �-3 � � —'� - �� � � .
<br /> � � �
<br /> , � ,a ,
<br /> 1�2���1 GR 5 M.B. (2) PER CONNECTOR 1J2"� GR 5 M.B. (2) PER CONNECTOR � ,
<br /> , NOTES:
<br /> PLS SEE B.O.M: FOR SPECIFIC ROW SPACER LOCATIONS. ,�1�8„
<br /> DESCRIPTION 2- BOLT CONNECTOR 8° DESCRfPTION 2- BOLT CONNECTOR 9"
<br /> DESCRIPTION BAR GRATING SUPPORT:4" CHANNEL DESCRIPTION BRA�ING: NORIZ. & DIAG. °,�.°
<br /> NOTES: NOTES: - NOTES:; ,��. .
<br /> � MATERIAL 7 GAGE MATERIAL 7 GAGE MATERIAL 3/16" END PLATE � „ MATERIAL 1/8°NORZ &DIAG. NOTES. r - ` '
<br /> USE @ ALL STORAGE BEAM TQ COLUMN USE @ ALL FLOOR SUPPORT BEAM TO COLUMN ATTACH WITH (2) 1/2 QS GR.5 _ �
<br /> STEEL YIELD ASTM A572, F -50,000 PSI CONNECTOR �OCATIONS TYP. STEEL YIELD ASTM A572, :Fy=50,000 PSI CONNECTOR �OCATIONS TYP. STEEL YIELD ASTM A36, Fy = 36,000 PSI STEEL YIELD ASTM A36, Fy-36,�00 PSI TYPICAL BRACE LOCATIONS.
<br /> y— BOLT EACH END , � o� ; .
<br /> , w o ao
<br /> ,>
<br /> 9 10
<br /> � _ V W ~ N
<br /> W = �
<br /> : SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION ' 2"� �tEvisioHs _ ,M. �4t�„E�n��T��.> > � Q '
<br /> , . . . . . . . . . . . . . . . . . . . . . � . � . . . � . . � . :"+E'!. C��'r;l?T4]^. CME V�N NIEi4iY 4aTEl 1 L.Y.JJ . U �W � . .
<br /> . . � - . � . . � . - . � . . (Yi l-F� l4il0Y Hk.H li . . � � u . .
<br /> 1/2"DIA.GR.5 BOLT - - ' vnrEQ T�`��;"rt�i+i` .i
<br /> - . . � . � ' . . . . . ' . . . . � . . . ' . . . . ' . . � ' . . . ' . . ' . ' . . . . . . ' . . . . . . . ' ftE ��GOfJFV,E'�,.E 1NE . .O � . � . , .
<br /> , . . . . . . . . . . .. . . � � . . � � . . . - . . . � . , . . . � . . . � � ' i hT > E.iR,1NIS•h- . . . .
<br /> � . � . . . . . . . . . . . . . . . . . . . . . . . ' . . . ' . . � , 4E t 5 A E" 5T�y � < . ..
<br /> . . � . � . . . . . . . ' � . . . . . . � . � . � . � . ' ' . . . . - � . . '. ' � . ' . �/� � 1 �1�. . . � . , � . � . TNE E F S 6 aGli CC vOT � U Y � .. . . .
<br /> � , � ' . ' . . � . � � . ' � . . ' � I � . . . . .. � . . . 11 � . . . 11. . . . . � - . ' . ' . . .' FATJ1114+UNTUIfIC� . , . . � ..
<br /> TJ. TNI�J r�vYlY THE J �� � � .
<br /> . . . . . . . . . . � II . . . . . . . . . . . �E T U.3 liEf�l4 HF EIY ' . . Z W
<br /> . � . � . . . � . . . . , . . . . . . , - '/iRH3'1T EYVNES.liiAT1E�: � . I . .
<br /> . . �� . . . . . . . . . . . . . . . . . . . . . . .
<br /> . . . . . . . . , , . � . . . . . . - 4 . � � � . . �
<br /> . . . . . . . . . :N' \
<br /> . n RO4 ^Y,CE .
<br /> 1 3 4 rE �,w F o
<br /> 1 5/8 � I � / �' -�
<br /> I 1 — _ � o W �
<br /> � � 1 — --L� , p N
<br /> { � I I _ � �-�� zr �" � �!?„ z ��,,>> m , ,
<br /> � + (I � �� {� ��'� �
<br /> � I i I 1 � I : a
<br /> . , . . . . . . . . . .. . , , . .� . . � . . � . . . . . SLAB ON GRADE . . . . . . . + I r — � — . . . . . . . . � . . � . .� - - , � � , . � � � � � � .� �. . � � - . � : ,
<br /> . . , � . ' .�� ;'
<br /> . . . . . . .. .a J . Q �J .. J . . J .. ' J ' : .Q . - .. .. .. �� I .. .. . rE]��� . . .. �j .. � .. . . . .
<br /> . ._. . ' . " . ' , . , . " .. . . . .. C . � . . � .
<br /> ° .a. q. . .a. .. :a. : ° 2� _ ,
<br /> , � ..- `. : _..�
<br /> � . . . . . . . . ,, . ' . . . . . . , . ^a . . . \-h/ (��� . ��� . .
<br /> I , �
<br />. . . . . .a � � . . 'a .� a � . . . �� . . � . � . . � . _ . .
<br /> . . . . .. . . . . 1J ,(-] { . �
<br /> . . . . . . � . . ' � . . ' . . . . 6�� .. � 3'1 4�� . '� .Q �:'. d .. • �� d ". � �: . a. .. . .'. 4. :' d. ' " � '. _ � . .� ' '� . . . � - . � . II � . . . � . � . . . .. . ' � � . . ' � . 2 F}�.. _ . ��'b��"'�',3l;., F"' . _ . . � . ' .
<br /> �
<br /> � a a _
<br /> a. a ,. �. a , a 3
<br /> , . . � �
<br /> ��. .
<br /> i.' ° i i. ° a � i �.. i.� °^-. a. , -- � �5�16" � � ��1� t� A.'�{.�,��i> > 'i
<br /> S. .G. EMBE MENT , :,a. :,�. �°. . � + i %• {;-�/,� '� ,;„�;, 3 �r`� . - o
<br /> ,.
<br /> o � o . � � �.,� �� ,s �� , �+ �c I
<br /> � . . . . .. . . . . .. J . � . . . J . � J : . .O ' . . . �II . . . .. . .. , . .. . r rr � y\ a ' . �
<br /> d r
<br /> a.. a.. a.. � . _�ECTIC)i•� - �a� f r
<br /> C4° x 4.5# a . q a . a .. . q a . .. :Q a ., ,.- � .a . ��.-�—, �w �� ;� _,,� � Z
<br /> . a . a 'q " .'a + . ; c.� r�� � J
<br /> , . . . . . . . � . . � . ' . . � O� . � a ..� � � . . d � � d . � � �'I . I. .l /.- 4 4 . . .. . . ' I I .. . . . . ' ' . . . ' . . - � , � ' . . ' � . � � . . � � _ �. � �. ��'� � .. 'I. . .. .
<br /> . � . . � .. . � . . . - . . �- � � - . ° . . ,�--� . . a� ' . c� . ,�--�' . a' ^a. . ' .. . . .. - -�II I . . � .. . .. . � ��n������I (\C�.�id��� � - . � . . _ � . , �. ..
<br /> . . . . . , . . . , . . � � � . . � �q�. �. u � 4,i.. �. n�.. �. . - u a.. .� . . � . � � . , � . . . . . � . . . � . . . . , � . . . . y . . . �t:j �rY�.t _ r'f_r. � � � � � . � .
<br /> a . :a. 1/2Q) �4. `a. 1/2Q) . . a � �; ,
<br /> ,� . Ali A.bolh�ss�ni, F'.E. _;_ r '`•� .s:� � Y
<br /> ` �
<br /> . � . . . � � � � �a J .
<br /> ';. ° ° 4 . � ,. ° . ° a . ,. a . ° � . � ` ;a' . °�� trucfur�l Conc�p�s �ng. inc ":�� '��'�',;:`;=`�,�,�. ,��`,'�'+ z� W j a '
<br /> a _ i � �
<br /> . . . . . . . a : a�. . . � ... . �' 'Q . . ' .. .a. .�. � ' . � � . . ' . ' . ' � . � - . �. .
<br /> � . . . . . . . . . . . a. � . � . . . . I . . . . . . . ' . . . . �`� L��'_ ' il.) . . ./��'l .`. 'f- � . .
<br /> a + � �3'j d,�Al'i'd�0\/I��c� �-
<br /> � � , �; ���;��f - .:�� ,�a=�:��'�� r � _ � '
<br /> �� � j �ancno �anta ;��:�garita, �f,9� P>8 4, ��,.
<br /> I ' .r.n. �'` y;._!"'� W � Q OC �
<br /> . . . . . . . . . . . . . . . �-. . . . • : ;r^iv�� . Y � � a . � . O , .
<br /> �+ � � ITE�:1 F',yr::T i•!J. P,1:�TEhil?.L �.:UT LE�••!(iTH :� D tir �;I�(�(��- ;: - s i�:' ,._ � � > �-' ,
<br /> 1 1 F'�:3t 1,')i) C 3" iC 3:r:n' CH�,�dP,EL �}g-9/1 C�" srot�aC�E-YT�a t%^l��c:., F � m � �
<br /> E H , .�►� -
<br /> _ � � „„ �� ,�., ��� z F 3 W
<br /> �'�If}80?-�4 �5!1�� x I FL?,T E.=�r� x��.�...,�.� aa�, ,,, �.. 'a' 'c� �
<br /> -! Q S
<br /> - �--- - Tin��ELL�ED HE,�,VY .C��)T`f � � � �
<br /> , ,�----3"---�' ;�ti���,�Y: ;;��H f�C?�! F��,G�1 E -`:�P AC E E"� �oB No.
<br /> NOTES: 1 2"P GR 5 M.B. 2 PER CONNECTOR �,�3yo��aNEESEt�, c�.TE: ;����; cr;��ri�, �e�. ,
<br /> I �NOTES: � � � ��xx.�E� 31�:���,v�-.�er:or�E � ����—�'F.`.�V'�HU — _ ,
<br /> SEE BOM SHEET FOR �OCATION O� USE CONFIRM O.A.L. OF ANCHQRS WITH INSTALLER TO �""`�'� R-O731 17 4
<br /> .�TWY�„
<br /> ENSURE REQUIRED EMBEDMENT IS OBTAINED.
<br /> " DESCRIPTION 2"X2" TUBE HANDRAIL DESCRIPTION HEAVY DUTY ROW SPACER NOTES: � f i'� � s►�F�rNo.
<br /> DESCRIPTION 4 STRUCT. CHANNEL DESCRIPTION HILTI KWIK BOLT TZ ANCHOR NOTES:
<br /> ' „ „ NOTES: ;,'
<br /> MATERIAL C4" x 4.5# SIZE 1/2"Q1 x 3-1/4" MIN. EMBED. SEE NOTE #4 FOR MATERIAL 1/8 THK TUBE, 3/16 PLATE MATERIAL C3x3.5 SPACER BOM ITEM #004 , SCE 1 �F 2 '
<br /> USE @ ALC END HAND RAIL BEAM SUPPORT ATTACH WITH (4) 1/2 Q1 GRADE 5 M.B. EA: END
<br /> TEEL YIELD ASTM A572, Fy=55,000 PSI ESR# ESR 1917 ANCHOR SPECS. STEEL YIELD ASTM A572, Fy=50,000 PSl �OCATIONS STEEL YIELD ASTM A572, Fy=50,000 PSI
<br /> 1
<br />
|