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BASED ON EXISTING CONDITIONS AND RTU BASIS OF
DESIGN (1259 LB SHIPPING WEIGHT w/ 200 LB CURB).
VERIFY WITH MECHANICAL
NEW RTU - SEE MECH.
NORIFYENGINEER IF LOCATION
SHOWN ON DRAWINGS DOES NOT
MATCH FlELD LOCATION
REMFORCE ALL JOISTS
THAT TAKE LOAD FROM RTII
F
TVP
1I8" W ELDS AT JOISTS
1/4" W ELDS AT JOIST GIRDERS
TOPCHORDLOAD
REINFORCING �
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— Li 1/4 x 1 1/4 x 3/18 EACH SIDE AT JOISTS,
I L2x2x5/i6EACHSIDEATJOISTGIRDERS
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NOTES:
1. CONTRACTORSHALLREINFORCEALLJOISTSATEACHENDOFMECHANICALROOFTOP
UNIT SUPPORT FRAMMG AND AT ALL OTHER LOADS SUPPORTED FROM JOIST TOP
AND/ORBOTTOM CHORDS.
TYPICAL JOIST REINFORCEMENT DETAIL
F2 , =,-o 0�_„6.
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PROVIDE ADDITIONAL BLOCKING
AS RW UIRED AT RTU CURB
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EXISTING SUPPORT STEEL
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� REINFORCEALLDIAGONALS — NOTE:ADDITIONALREINFORQNG
IN THIS AREA � PER DETAIL F2/5100 AT RTU
PER DETAIL F2IS100 BEARING POINT
� I � -� DECK BEARING
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NOTES:
1. GIRDER NOTSHOWN FOR CLARITY.
2 VERIFVALLEXISTINGCONDITIONSINFIELD.NOTIFVSTRUCTURALENGINEEROFANVDIFFERENCES.
, TYPICAL JOIST AT COLUMN
�' F��' NOT TO SCALE
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RELEASED FOR CONSTRl1CTI0N
Su6jec��o compliance with allregula�ions
of Sla�e antl Local Codes
City of Carmel
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