Laserfiche WebLink
I <br /> ! „�� <br /> � <br /> — GLYCOL TANK L 4x4x3/Sx0'-8" <br /> 6°} - � �'----------- STR U CTU RA� STA�I C�AR D D ETAI �S <br /> #�. eA� uNa (2} �/s" SS THREADED RODS � �, <br /> 3" (MIN) ALL ARaUND � 5" GAGF WITH 5.5" EMBEDMENT <br /> ' a ' '� ��' 1, DETAILS ON THIS SHEET ARE PART OF THIS PROJECT'S STRUCTURAL <br /> � � a� • A •4 TOQLED EDGE {BOTH SIDES) �'� EQUIPMENT BASE STANDARD DETAILS. <br /> � . .�� . ."a TCIOLED EnGE 1 1/2" NQN—SHRINK � <br /> GONCRETE SLAB <br /> o a ` a ` P , .o a .� GROUT 2. THESE DETAILS ARE TQ BE USED WHEN REFERED TO OR WHEN NU <br /> � . . � . ��a. . . . . �, ' , p OTHER MQRE RESTftICTIVE DETAILS ARE INDICATED ON THE ORAWINGS. <br /> � �1 'p P ^" ° � � � �o v ''o LJ 4 , q n <br /> �o � <br /> v ROUGHEN & Q � � p a : r� R Q �4 C� 12 EW <br /> � GLEAN FOR �,e #4 Q 12" � � Q �, � � � RQUGHEN AND °a a � � NQTES: <br /> . � BONC) �TYP� � , ° , � o GLEAN FOR BC?ND � .. q � 4 1. PROVIDE 2 SNUBBERS F4R <br /> . � SECTION � ' ` d , p . ti . • o <br /> ° ALL SIDES OF EACH GLYCOL <br /> � P � Q • d o 4 ; �, p G ' . p p Q 4 Ll <br /> � , , � ° A � 6 � TANK. TQTAL 8 SNUBBERS <br /> � `' � PER TANK. <br /> � �JOTES: ' ', a a , <br /> w 1. CURBS SHALL BE {7F EQUAL WIDTH IN THEIR ENTIRE LENGTH, 3" �L�� � ° 2, POSITION SNUBBERS AT <br /> � ENDS QF GLYCOL TANK <br /> � 2. IN EXISTING SLABS IJSE �4 4 12" W/ 4" EMBED, DRILL SUPPQRT CHANNELS FOR <br /> AND GROUT INTd SLAB AS REQ FOR EQUIP THE EAST AND WEST SIDES. <br /> POSITION SNUBBERS <br /> 5'-4" FROM THE CORNERS <br /> FOR SNUBBERS ALONG THE <br /> NORTH AND SOUTH ENDS. <br /> � <br /> � CO �I � � ETE � URB � EQ �I P �IE�IT BA� E 2 � �YC� � TA�II� S �IUBBER DETA �. 3 <br /> L <br /> � <br /> c_ SCALE: NTS 1S11Q 5281 SCALE: NTS 1S11a S281 — S281 <br /> � <br /> w <br /> � <br /> 3'—g�, <br /> � � . <br /> HP EL 548.50 � . <br /> I <br /> w <br /> n_ <br /> c� <br /> J <br /> � <br /> CD <br /> I <br /> o� <br /> � <br /> S281 5280 <br /> � <br /> � <br /> LP EL 548.41 <br /> H �TB�X �10 U f�T f� � PAD � . <br /> SCALE; 3,/4„ — 1 ,_�„ — 5281 ` <br /> � <br /> � <br /> :� <br /> m <br /> 3 <br /> � <br /> � <br /> «� <br /> � <br /> � . <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> N <br /> C� <br /> / <br /> L m <br /> "G3 <br /> � <br /> O <br /> 3 <br /> � <br /> � <br /> / <br /> U <br /> � 1SSUED F�1R ��NSTRUCTIC�N ° � <br /> DRAWN DATE SUBTITLE CURRENT REVI510N SYMBOL DATE <br /> SYM REVISION BY APPROVEQ DATE SYM REVISIqN 8Y APPRQVED DATE � �� E, A ACCEPTABILITY NATALE o�,��.,6 C�NCRETE DETAILS ' L 03,18.� � <br /> ;�og WAs��.. THIS DESIGN AND/OR CHECKED <br /> `�''�+ r�a SPECIFICATION IS APPROVED PERKINS 03.18.16 sHEEr <br /> � .�' U, ENGINEER T�T�E SKYDROL—GLYCOL FACILITY <br /> 8����� APPROVED BY DEPT. DATE PERKINS Q3.18.16 ��� � <br /> ' CHECKED <br /> PALMER 03.18.16 Vf'11 V�t"" i `t�'�+� �os ivo. coMp �aa <br /> p� � 53058 9 ,�� APPROVED 17630644 <br /> �' t ��`�jOIVALR$�G� <br /> � APPROVED STRUCTURAL MASTER EUERETT, Wq °w� No. 45-63-5281 <br /> 3.18.16 ' <br />