HomeMy WebLinkAboutB11-0478 PLANSva
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REVIEWED FOH CODE
COMPLIAI�IC
Date:---A is tj
By: rnr
Code: — D9
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EVIEW
COMPLI 1
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By:
Code: _ 9
EXISTING CAST -IN
PLACE CONCRETE
FINISH SLAB
EXISTING CONCRETE
TOPPING
EXISTING CONCRETE
BEAM. PATCH WITH
HIGH STRENGTH
CONCRETE &ROUT
TYPE EMAC 2850 CI
EXISTING PRECAST
CONCRETE DOUBLE -T
PLANK
EXISTING STEEL SUPPORT
ANGLE. REPLACE WITH
NEW SUPPORT SEAT AFTER
CONCRETE REPAIRS ARE
COMPLETE
=At, Al I GII'1CG /1C �/1GT
TEMPORARY STEEL
SHORING COLUMN
PLATE WITH (4)- 3/4 "�m X 6"
EXPANSION ANCHOR
INSTALL THIS SUPPORT
UNDER ALL STEEL ANGLE
SEATS BETWEEN &RID
E -&/4
SECTION &F�2
3/4' = 1' -0"
3/4" DEEP SAWGUT CONTINUOUS
AT EDGE OF INVERTED T -BEAM
FILL NEW JOINT WITH SIKA 2 CNS
URETHANE SEALANT
EXISTING 50N000ARD
_ RETHANE QECK COATING
EXISTING CONCRETE
DOUBLE -T PLANKS
EXISTING INVERTED
PRECAST CONCRETE
BEAM
eECT I Oi l efR1
1 1/2" - I' -O"
NOTESt
I. CONCRETE STRENGTH OF INFILL SHALL BE A MINIMUM OF
F'c =4500 PSI AND WITH Cmox. -A5.
2. SHORING POSTS SHALL REMAIN IN PLACE.
3. VERIFY ALL EX15TiNG DIMENSIONS.
4. CONCRETE INFILL SHALL BE INSTALLED IN (3)- OPENINGS
BETWEEN GRIDS E -G/4.
Monroe & Newell THE WREN- p ,> G STRUCTURE STRUCTURA�, REPAIRS 'X: DETAILS Engineers, Inc.
P.O. Boss 1597 --- SZ
70 Benchmark Road Svlro 204 DATE: 9/16j2011
Avon, C(vlo)m94 -7768
FAX (970) 9491054 NO. #8588
EMAIL SCALE: VARIES DRAWN BY: AVN
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REV,
4ED FOR CODE
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By
Code-
- -- 09_
Monroe & Newell
Engineers, Inc.
P.O. Box 1597
70 Benchmark Road, Soir 204
Avon, Colo -do 81620
970 949 -7768
FAX 970 949-4054
E1v1AB. evon�manroe- neweII.com
W l.esu C- ae. — .—
EXISTING CONCRETE FACES
ALL FOUR SIDES
SECTION 3
3/4"
THE WREN- PARKINis STRUCTURE STRUCTURAL REPAIRS
NO. #8588
TITLE: DBTAII.S
DATE: 9/162011
SCALE: VARIES I DRAWN BY: AVN
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