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..1.. <br /> - - �_ __ _ _ _ _ __ <br /> � - - ----- -- _ �; <br /> � GE �IERA� �1aTES : : <br /> �. 1 RFS 161 S504 �.2 <br /> 25' - 0" � 4' - 3" �TO M M�A N BA N RC L�ARI F ER E RA K�E EQ U APMENT C E S S <br /> � �"------_-__— _ �-- ---- ---- --- <br /> 0 10" 10" <br /> � � HSS5X5X1/4 � � <br /> � k. � <br /> == _� -= --=-=_ --- A <br /> -- ---- - --- -- <br /> -- � � . <br /> HS��oX,oX,i2 STEEL DEC KII� G f� OTES <br /> � 1. MINIMUM THICKNESS OF STEEL BEFORE COATING: ' <br /> � � 0.029 INCHES <br /> � 2. DEPTH OF DEC K: 2" <br /> "' 3. MINIMUM MOMENT OF INERTIA: 0.34 <br /> IN4/FT <br /> W1QX15 I W10X15 4. MINIMUM SECTION MODULUS: <br /> � � � — n 0.246 IN3/FT (POSITIVE) ` <br /> f1 <br /> � ;� � � 5. MINIMUM SHEAR CAPACITY REQUIRED: <br /> o � �, RFS161 S503 a.256 IN3/FT (NEGATIVE) R#: <br /> - ,�.� <br /> � � x 150 LB/FT <br /> � X o o SLQPE 1:12_ o � o ' 6. REFER TO SPECIFICATIQN SECTIQN 05 30 00 METAL <br /> � � � � ^ Q � DECKING FOR ADDITIONAL REQUIREMENTS <br /> _ = c;, � . <br /> cn <br /> = W10X15 <br /> W10X15 � � <br /> � o �" W2 METAL �, �TX�> C 0 �1 ST R U C T I 0 N f� 0 T E S : <br /> �; � � D E C K R F S 1 6 1 �5 0 5 <br /> _ ; <br /> � � 1. DETAIL 4 ON S505 DOES NOT APPLY AT THIS LOCATION <br /> � "' 1 BASED ON STAIR HEADROOM REQUIREMENT. - <br /> M >s' <br /> � HSS10X10X1/2 <br /> � - - - -- - A. 9 , <br /> � <br /> 0 <br /> o � � <br /> � 7 <br /> z 'r' RFS161 S505 <br /> Y � <br /> 2 � W10X15 ( W10X15 <br /> L . . . . . .. . .. .. . . . . .. . . . . . <br /> J ' <br /> � � <br /> � �� <br /> � I \ \ X <br /> O O \ � � � d- <br /> � � X "o X SLOPE 1:12 ' o ox — -- � (TYP) � ., <br /> � x X � — X � U, RF161 S505 <br /> �d- .. � o � o cn � <br /> � � � � � z <br /> z � � <br /> z = . <br /> W10X15 <br /> W10X15 � � <br /> 4 SKEWED A� <br /> � f � RF161 S5Q5 sHowN <br /> ' RFS161 S505 <br /> � � <br /> HSS10X1QX1 j2 � C . � �<.� <br /> �. <br /> — � <br /> � l -- —CLARIFIER RAKE DRUM� • <br /> i <br /> AC C ESS HATC H � <br /> � <br /> �W10X15 I 7 <br /> � C 10X20 � <br /> N � <br /> � � \ � <br /> O � � O O i f') x X <br /> � N N � <br /> X X X X X � ( x � ,,, . <br /> � X O O Q O j� O --� q.: <br /> � � � �' `-' � � z RFS161 S503 ' <br /> C10X20 � _ . <br /> W10X15 <br /> 1 O _�O W 1 Q ��(TYP) <br /> � <br /> CONNECTIUN RF�161 S505 <br /> , <br /> � � <br /> Q HSS10X10X1/2 <br /> — - �� -� ___�_ -� - ------ --_-- _-- _ _—__ ____ � .. <br /> � I HSS5X5X1/4 I ___ �- -, <br /> { � <br /> � � � ' <br /> i RFS161 5505 <br /> R00F PLAf� <br /> SCALE: 1 4" = 1 '—Q" � <br /> � ,�,�. <br /> , ,_,. <br /> � � . <br /> s <br /> T <br /> �� K EY P LAN <br /> � <br /> � <br /> � <br /> � SC ALE: NTS <br /> V <br /> CC <br /> Q ' <br /> 1 <br /> � <br /> 0 0 2, 4, 8, �-: <br /> �;;.f,., <br /> % SCALE �--�-- r <br /> � <br /> �. <br /> = 1/4" = 1'-0" <br /> 0 <br /> U <br /> J � <br /> ' <br /> � <br /> Q <br /> N <br /> � o �a nte c <br /> � 100 % DESIGN — ISSUED F�R CONSTRUCTION <br /> � <br /> J <br /> DRAWN DATE SUBTITLE CURRENT REVISlON SYMBOL DATE <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED �ATE ��� ��'. f��,J ACC EPTAB ILITY PERKINS 3.20.�� OUTDOOR STQRAGE AND PROCESS AREA ORIG 3.20.18 ��, <br /> � � ��� og wAs ll--, THIS DESIGN AND�OR CHECKED � /� s���� , <br /> � � ,�w ��,�j� /SPEC IFICATION IS APPROVED PALMEr� 3.20.18 ROOF PLJ�N • <br /> ,� EN�'NEER T'T�E WASTEWATER TREATMENT PLANT <br /> � o� APPREVED BY DEPT. DATE PERKINS 3.2O.�H <br /> �O�,H� CHECKED RFS 161 .. <br /> WEAKLEY 3,20.18 ; <br /> r , BUILDING 45-08 ��B No. eoMP No: <br /> --- _ _ �� R :�. .��,�o �y<v APPROVEQ <br /> Fc � ti WEAKLEY 3.20.18 <br /> — �'�sr�N�LR��� APPRovEo STRUCTURAL MASTER EVERETT, �1/q °wc No. 45-08—RFS161 <br /> HARRIS 3.20.18 <br />