Laserfiche WebLink
� <br /> � E �l ERA� f� OTES <br /> A�pRC7VED <br /> P�BL��VI��RKS D�PAR� M�NY 1. GRIDLINES SHOWN ON GONSTRUCTION DOCUMENTS MAY NOT <br /> `�" CORRELATE WITH GRIDLINES SHOWN QN PRE ENGINEERED METAL <br /> � �Y��`" � ��~ '"� �� CANQPY SHOP DRAWINGS. <br /> UGHT BROOM FINISH {U4} � '� � �A.�� �.�-�.�_����� <br /> ' PER SPECIFIGATIONS � CIrY OF EVE�tETT REVIEWgD FOR pERMir <br /> r PAD FOOTI �I � S� HEDU �E <br /> ` �C i — 15110 � <br /> Q r <br /> � � �`"� i <br /> � 1 2 3 t 4 � 2 3 4 MARK SIZE <br /> REINFORCING TOF <br /> "' CQ� COL COL I COL Q � COL COL COL COL F� 6'_0"X6'-0"X2'-6" (7} �5 EA. WAY E 54 <br /> � F1 F1 -� � THICK TOP & BOTTOM L 4.83 <br /> � <br /> 0 o Fz F2 �' � -� cn , �� , „ � ,� <br /> � � � F2 4 -(3 X4 -0 X2 -6 (5) �5 EA. WAY EL 544.83 <br /> �- A — — A _ _ THICK TOP & BOTIQM <br /> � — — <br /> a <br /> � <br /> SCHEDULE NQTES: <br /> � 5'-p" � —...� 1. "TOF" = TOP OF FOOTING <br /> 0 <br /> I I � 2. "FF" = FINISH FLOOR <br /> TftENCH HP �— BRACING PERMITTED IN <br /> � � � � 3. REINFQRCEMENT COVER REQUIREMENTS PER GENERAL NOTES ON S2 <br /> ' EL 545.83 CENTER BAY ONLY (TYP) ' <br /> � �Of� �TRU �TIQN �I �TE� <br /> 0 <br /> � � <br /> PERIMEfER TRENCH _ N � <br /> 1 S 1 10 S280 1. PAD FOQTINGS SHOWN ARE CENTERED UNDER STEEL COLUMNS <br /> UNLESS' N4TED OTHERWISE. <br /> � 2. COLUMN ANCHOR BOLTS ARE TO BE ASTM F1554, GRADE 36 QF <br /> ' 2 CONST CTIO JOINT THE SIZES SHOWN ON THE PLANS AND DETAILS. ANCHOR BOLTS <br /> � 1 S 1 10 S28� � Q � ' � � � � � ARE TQ BE LOCATED BASED ON THE "ANCHOR BOLT LAYOUT" � <br /> PRQVIDED BY PEMB MANUFACTURER. <br /> � J <br /> �� `n N 3. REFER TO CIVIL QEfAILS FOR GRAD� PREPARATION FOR CONCREfE <br /> � <br /> �' SLABS. <br /> � w <br /> w <br /> � <br /> � � <br /> 0 <br /> � <br /> HP EL 548.(}0' � <br /> c> I ' SLOPE � I SLOPE I � � :o I ( RIDGE I I <br /> ., —,,. i i i <br /> e'� i� ' ;., � <br /> LP EL 547,50' `� ' � r` "' , <br /> � <br /> ALL AROUND � <br /> PERIMETER TRENCH CONSTRUCTIQN 2 <br /> ' JOI NTS <br /> ; �s� �o s2�a <br /> ; � � <br /> � � � � <br /> � � — � � � �i i � i i � <br /> w <br /> a <br /> � N <br /> � <br /> � , <br /> � 4 C� 12 <br /> � <br /> CENTERED I SLAB ' <br /> ca <br /> I <br /> :r7 <br /> N � � � TRENCH �LP ' � � ( I I <br /> EL 545.50 <br /> � 5'-0" <br /> F1 F1 <br /> � <br /> o F2 F2 0 <br /> ' � <br /> � — - g — — — — <br /> 26'-6" 26'-6.� <br /> 1'_�» <br /> 53'-0" 1'_p�, <br /> (TYP} : 3 BAYS AT EQUAL SPACING <br /> ���-��� 55�-p,� <br /> �OU �IDATI � I� P �A�! RO� F P �A�1 f �� <br /> SCALE: 1/g" = 1 '-0" � SGALE: 1 8„ _ � �-a�� /`/ , <br /> � <br /> B A <br /> co� co� <br /> PRE ENGINEERED METAL CANOPY (BY OTHERS) 7 <br /> 15110 S280 . <br /> J � <br /> SKIRT WALL {BEYOND, TYP ALL SIQES) 8 <br /> o � �s� �o sz�a <br /> Q ! � <br /> � GONSTRUCIION 2 .°�° � N � - - - - -� <br /> � � � JOINT (TYP) 1 S110 5280 ( � <br /> � u, <br /> � TOP OF PEDESTAL ao <br /> � EL 548.00 <br /> � <br /> �- . <br /> i <br /> � <br /> N <br /> O <br /> � <br /> cD <br /> N 8' 4' 0 4' 8' 16' <br /> � T D ETA I L � <br /> ; <br /> � � <br /> � S E� I � � I V /-� SCALE: 3/8" = 1'—�" — 1 S 11 � SCALE: 1/8"=1,_�„ <br /> � <br /> % SCALE; 1/8" = 1'—Q" — 1 S110 <br /> C..) <br /> .. <br /> . <br /> � ISSUED F4R CUNSTRUCTION R <br /> MWHo <br /> SYM REVISION BY APPROVED DATE SYM REVISIQN BY APPRQVECJ DATE D ATE SU�TITLE CURRENT REIIISION SYMBOL DATE <br /> E. �, ACGEPTABILITY NATALE 03.18.16 <br /> �g WABQ��. THis oEsicN A►vo�aR K DEIGI NG TRUGK STORAGE CANOPY o3.� $.� s <br /> � SPECIFICATIQN IS APPROVED PERKINS 03.18.16 SHEET <br /> ° T'r�E SKYDROL—�LYCOL FACILITY <br /> �0���� � APPROVED BY DEPT. QATE PERKINS 03.18.16 <br /> CHECKED ,. 1 S � 1 � <br /> a 53058 PALMER 03.18.16 <br /> ,p ,,� q ,�' APPROVED CANUPY 4���� JOB N0. COMP N0. <br /> � �Q�sT&�� � 1763D644 <br /> �. <br /> ssj�NAL �'�4 APPROVED DwG N4. <br /> a.,s.,s STRUCTURAL MASTER EVERETT, WA 45-61 -1 S11 Q � <br />