RFB930400-01 - Capitol Complex Parking Garage Concrete & Piping Repairs - Drawings.pdf

CAPITOL COMPLEX PARKING GARAGE

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9304.00 - DAS CC PARKING RAMP CONCRETE AND

PIPING REPAIR

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EAST GRAND AND PENNSYLVANIA AVENUE, DES MOINES,

IOWA 50309

SHEET LIST

SHEET NAME

G000 COVER SHEET

STRUCTURAL

S000 STRUCTURAL GENERAL INFORMATION

S101 LEVEL B FOUNDATION PLAN

S102 LEVEL A FRAMING PLAN

S103 LEVEL 1 FRAMING PLAN

S104 LEVEL 2 FRAMING PLAN

S105 LEVEL 3 FRAMING PLAN

S106 LEVEL 4 FRAMING PLAN

S107 LEVEL 5 FRAMING PLAN

S108 PARTIAL TOP LEVEL FRAMING PLAN

S200 STAIR ELEVATION PHOTOS

S500 DETAILS

PLUMBING

P000 PLUMBING GENERAL INFORMATION

PD101 LEVEL B PLUMBING DEMOLITION PLAN

PD102 LEVEL A PLUMBING DEMOLITION PLAN

PD103 LEVEL 1 PLUMBING DEMOLITION PLAN

PD104 LEVEL 2 PLUMBING DEMOLITION PLAN

PD105 LEVEL 3 PLUMBING DEMOLITION PLAN

PD106 LEVEL 4 PLUMBING DEMOLITION PLAN

PD107 LEVEL 5 PLUMBING DEMOLITION PLAN

P101 LEVEL B PLUMBING PLAN

P102 LEVEL A PLUMBING PLAN

P103 LEVEL 1 PLUMBING PLAN

P104 LEVEL 2 PLUMBING PLAN

P105 LEVEL 3 PLUMBING PLAN

P106 LEVEL 4 PLUMBING PLAN

P107 LEVEL 5 PLUMBING PLAN

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL

MY LICENSE RENEWAL DATE IS DECEMBER 31,

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF IOWA.

PRINTED OR TYPED NAME

SIGNATURE DATE

LICENSE NUMBER

Alexander C. Brase

S SHEETS, G000

23203

STRUCTURAL ENGINEER

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL

MY LICENSE RENEWAL DATE IS DECEMBER 31,

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF IOWA.

PRINTED OR TYPED NAME

SIGNATURE DATE

LICENSE NUMBER

Tyson L. Scheidecker

P SHEETS

21691

MECHANICAL ENGINEER

04/26/2023

04/26/2023

QUANTITIES (FOR REFERENCE ONLY)

QUANTITIES NOTE:

APPROXIMATE QUANTITIES ARE PROVIDED FOR REFERENCE ONLY AND CONTRACTOR SHALL

VERIFY ALL QUANTITIES SHOWN ON PLANS. PAYMENT FOR ADDITIONAL QUANTITIES SHOWN ON

PLANS WILL NOT BE COMPENSATED AS ADDITIONAL WORK EVEN IF A DESCREPANCY IS SHOWN IN

THE PROVIDED QUANTITIES.

BASE BID ITEMS

STORM PIPING REMOVAL AND REPLACEMENT

QUANTITY

UNITS

LF

SYMBOL

STORM DRAIN REMOVAL AND REPLACEMENT 21 EA

HORIZONTAL PATCHING FOR DRAIN REPLACEMENT 273 SF

CRACK SEALING, ROUT AND SEAL 750 LF

HORIZONTAL PATCHING 95 SF

TRAFFIC SURFACE MEMBRANE 10,668 SF

JOINT REPAIR, BETWEEN DOUBLE TEE FLANGES 1,625 LF

FUTURE PHASE BID ITEMS QUANTITY UNITS SYMBOL

STORM PIPING REMOVAL AND REPLACEMENT 700 LF

STORM DRAIN REMOVAL AND REPLACEMENT 19 EA

HORIZONTAL PATCHING FOR DRAIN REPLACEMENT 247 SF

TEE BEAM PATCHING 54 SF

CORBEL PATCHING 19 SF

DOUBLE TEE STEM PATCHING 42 SF

DOUBLE TEE FLANGE PATCHING 18 SF

COLUMN PATCHING 13 SF

CRACK SEALING, ROUT AND SEAL 306 LF

TRAFFIC SURFACE MEMBRANE 4,848 SF

STAIR PATCHING 400 SF

STAIR TREAD PATCHING 1 EA

MECH. DWGS

MECH. DWGS

MECH. DWGS

MECH. DWGS

SXX

SXX

SXX

SXX

SXX

PHOTOS

PHOTOS

TEE BEAM PATCHING 7 SF SXX

COLUMN PATCHING 4 SF SXX

COLUMN SPLICE REPAIR 1 EA SXX

L-BEAM PATCHING 19 SF SXX

CLEAN & PAINT OVERHEAD SLAB WELDS, POSSIBLE RE-

WELDING

1 EA SXX

1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO SUPPLEMENT THE DRAWINGS AND

SPECIFICATIONS. SHOULD CONFLICTS EXIST BETWEEN THESE DRAWINGS AND THE

SPECIFICATIONS NOTIFY THE ENGINEER OF ANY SUCH CONFLICTS.

2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL PROJECT DRAWINGS AND

SPECIFICATIONS. REFER TO ALL DRAWINGS FOR THE COORDINATION OF THE WORK IN THIS

PROJECT.

3. THE INTENT OF THESE PLANS AND NOTES IS TO PRESENT THE PROJECT REQUIREMENTS.

MAJOR DETAILS HAVE BEEN SHOWN ON THE DRAWINGS. HOWEVER, CERTAIN MINOR DETAILS

MUST BE WORKED OUT IN THE FIELD OR SHOP DRAWING PROCESS BY THE CONTRACTOR.

4. UNLESS NOTED OTHERWISE, DETAILS SHOWN ON DRAWINGS ARE TO BE CONSIDERED TYPICAL

FOR ALL SIMILAR CONDITIONS.

5. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW THE APPLICABLE SAFETY CODES

AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.

6. EXISTING CONDITIONS:

A. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS

RELATING TO EXISTING CONSTRUCTION AND EXISTING SERVICES ON SITE. THE

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOCATIONS OF WORK ITEMS WITH THE

DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. ANY DISCREPANCIES WITH THE

CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER BEFORE

PROCEEDING WITH THE AFFECTED PART OF THE WORK.

B. DURING CONSTRUCTION THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH

ARE NOT KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION (DISCOVERY).

SUCH CONDITIONS MAY INTERFERE WITH THE NEW CONSTRUCTION OR REQUIRE

PROTECTION AND/OR SUPPORT OF EXISTING WORK DURING CONSTRUCTION. IT MAY ALSO

CONSIST OF DAMAGED OR DETERIORATION OF STRUCTURAL MATERIALS OR COMPONENTS

WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING(S). THE

CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCOVERIES WHICH MAY INTERFERE

WITH THE PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE STRUCTURAL INTEGRITY

OF THE BUILDING(S) PRIOR TO PROCEEDING WITH THE WORK RELATED TO SUCH

DISCOVERIES.

C. DURING THE CONSTRUCTION PROCESS, IT SHALL BE SOLELY THE CONTRACTOR'S

RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE AND TO

PROTECT IT FROM DAMAGE ANY PORTIONS THAT ARE TO REMAIN.

7. BEFORE SUBMITTING A BID, EACH BIDDER SHALL VISIT THE SITE AND BECOME FULLY

ACQUAINTED WITH THE EXISTING CONDITIONS, CONSTRUCTION REQUIREMENTS,

RESTRICTIONS, QUANTITIES AND EQUIPMENT NECESSARY TO COMPLETE THE WORK. THE BID

SHALL INCLUDE ALL ITEMS REQUIRED TO COMPLETE THE WORK WITHIN THE EXISTING

CONDITIONS. DISRUPTION OF THE OWNERS NORMAL ACTIVITIES AROUND THE CONSTRUCTION

SITE SHALL BE KEPT TO A MINIMUM.

8. THE COST OF ADDITIONAL DESIGN WORK DUE TO ERRORS AND OMISSIONS BY THE

CONTRACTOR DURING CONSTRUCTION SHALL BE BORNE BY THE RESPONSIBLE CONTRACTOR.

9. ANY ENGINEERING DESIGN PROVIDED BY OTHER AND SUBMITTED FOR REVIEW OR RECORD

SHALL BEAR THE STAMP AND SIGNATURE OF A PROFESSIONAL STRUCTURAL ENGINEER

REGISTERED IN THE STATE WHERE THE PROJECT EXISTS.

10. CONTRACTOR SHALL COORDINATE WORK SCHEDULES WITH THE OWNER TO ESTABLISH

CONSTRUCTION SEQUENCING AROUND ANY OCCUPIED AREAS. CONTRACTOR SHALL NOT

PROCEED TO OCCUPIED AREAS UNTIL AUTHORIZED BY THE OWNER.

11. ALL ELEMENTS AND SURFACES DAMAGED BY DEMOLITION, BUT NOT SCHEDULED FOR REMOVAL

SHALL BE REPAIRED AND REFINISHED TO MATCH THE ADJACENT SURFACES AT NO ADDITIONAL

COST TO THE OWNER.

12. CONTRACTOR SHALL REMOVE ALL DEBRIS AND WASTE MATERIALS RESULTING FROM

CONSTRUCTION FROM THE SITE, UNLESS NOTED OTHERWISE.

13. CONTRACTOR SHALL MINIMIZE CREATION OF DUST, DIRT AND WINDBORNE DEBRIS FROM

BLOWING ACROSS THE SITE AND ONTO ADJACENT SITES.

14. CONTRACTOR TO COORDINATE WITH OWNER ON RE-STRIPING AFTER MEMBRANE

INSTALLATION.

GENERAL NOTES

1. HORIZONTAL APPLICATIONS - DEPTHS ≤ 1"

A. MASTEREMACO T 310CI BY BASF

B. SIKAQUICK 1000 BY SIKA CORPORATION

C. DURALTOP FLOWABLE MORTAR BY THE EUCLID CHEMICAL COMPANY

D. APPROVED EQUIVALENT

2. HORIZONTAL APPLICATIONS (MAY REQUIRE AGGREGATE) - DEPTHS > 1"

A. MASTEREMACO T 310CI BY BASF

B. SIKACRETE 100 CI BY SIKA CORPORATION

C. EUCOCRETE SUPREME BY THE EUCLID CHEMICAL COMPANY

D. APPROVED EQUIVALENT

3. VERTICAL/OVERHEAD APPLICATIONS

A. MASTEREMACO N 425 CI BY MASTER BUILDERS SOLUTIONS

B. SIKAQUICK VOH BY SIKA CORPORATION

C. SPEED CRETE PM BY THE EUCLID CHEMICAL COMPANY

D. APPROVED EQUIVALENT

APPROVED PROJECT GROUTS

1. ALL CONCRETE SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE AMERICAN

CONCRETE INSTITUTES PUBLICATIONS: ACI 301, ACI 305.1, ACI 306.1, ACI 315, AND ACI 318

UNLESS NOTED OTHERWISE.

2. CONCRETE COMPRESSIVE STRENGTH (28 DAY)(F'c)

TOPPING SLAB 5000 PSI

3. CONCRETE REINFORCEMENT STANDARDS:

DEFORMED BARS ASTM A615 Fy = 60 KSI WELDED WIRE REINFORCEMENT (WWR) ASTM A1064 Fy = 65 KSI

4. ALL CONCRETE SHALL BE STONE AGGREGATE UNLESS NOTED OTHERWISE. SUBMIT MIX DESIGN

AND DOCUMENTATION FOR APPROVAL PER ACI 318.

5. REINFORCEMENT PROTECTION

A. CONCRETE PLACED AGAINST EARTH - 3"

B. CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH:

a. BARS #5 AND SMALLER - 1 1/2"

b. BARS LARGER THAN #5 - 2"

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

a. SLABS, WALLS, AND JOISTS - 3/4"

b. BEAMS, COLUMNS - 1 1/2"

6. REINFORCING STEEL SHALL BE SECURELY FASTENED INTO FORMS PRIOR TO POURING

CONCRETE. WET SETTING OF REINFORCING STEEL WILL NOT BE ACCEPTED PER ACI.

7. TOPPING SLAB MIX DESIGN:

A. COARSE AGGREGATE: 100% PASSING 1/2" SIEVE

B. FINE AGGREGATE: 100% PASSING NO. 8 SIEVE

C. WATER CEMENT RATIO: 0.4

D. SLUMP (WITH WATER REDUCER): 5"-8"

a. WATER SHALL NOT BE ADDED AT THE SITE WITHOUT THE APPROVAL OF THE DESIGN

PROFESSIONAL

E. AIR CONTENT: 6% ± 1.5%

F. REINFORCING: 5 LBS/CUBIC YARD OF MACROFIBER, SEE SPECIFICATIONS FOR MORE

INFORMATION

G. CURING: REFER TO SPECIFICATIONS FOR APPROVED CURING METHODS

CAST-IN-PLACE CONCRETE

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KEYNOTES

KEY NOTE

S59 FUTURE PHASE. APPROXIMATELY 1 SQUARE FEET OF CORBEL PATCHING. SEE DETAIL

A3/S500 FOR MORE INFORMATION.

S60 FUTURE PHASE. APPROXIMATELY 2 SQUARE FEET OF OVERHEAD DOUBLE TEE STEM

PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S61 FUTURE PHASE. APPROXIMATELY 2 SQUARE FEET OF OVERHEAD DOUBLE TEE STEM

PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S62 FUTURE PHASE. APPROXIMATELY 2 SQUARE FEET OF OVERHEAD DOUBLE TEE STEM

PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S63 FUTURE PHASE. APPROXIMATELY 10 SQUARE FEET OF OVERHEAD TEE BEAM

PATCHING. SEE DETAIL A3/S500 FOR MORE INFORMATION.

S64 FUTURE PHASE. APPROXIMATELY 3 SQUARE FEET OF OVERHEAD TEE BEAM PATCHING.

SEE DETAIL A3/S500 FOR MORE INFORMATION.

S65 FUTURE PHASE. APPROXIMATELY 4 SQUARE FEET OF OVERHEAD DOUBLE TEE FLANGE

PATCHING. SEE DETAIL C2/S500 FOR MORE INFORMATION.

S66 FUTURE PHASE. APPROXIMATELY 12 SQUARE FEET OF COLUMN PATCHING. SEE DETAIL

C2/S500 FOR MORE INFORMATION.

S67 FUTURE PHASE. APPROXIMATELY 2 SQUARE FEET OF OVERHEAD DOUBLE TEE STEM

PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S75 BASE BID. APPROXIMATELY 1 SQUARE FOOT OF OVERHEAD L-BEAM PATCHING. SEE

DETAIL A3/S500 FOR MORE INFORMATION.

S76 BASE BID. APPROXIMATELY 3 SQUARE FEET OF OVERHEAD TEE BEAM PATCHING. SEE

DETAIL A3/S500 FOR MORE INFORMATION.

S77 BASE BID. APPROXIMATELY 10 SQUARE FEET OF OVERHEAD L-BEAM PATCHING. SEE

DETAIL A3/S500 FOR MORE INFORMATION.

S78 CLEAN RUST AND PAINT WELDS WITH ZINC-RICH PAINT AT OVERHEAD SLAB

CONNECTIONS. RE-WELD AS NEEDED.

0TRUE NORTH

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LEVEL B FOUNDATION PLAN

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NOTE: MAJORITY OF WORK ON THIS SHEET

TO BE IN FUTURE PHASE. KEYNOTES S75 -

S78 TO BE BASE BID.

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KEYNOTES

KEY NOTE

S04 BASE BID. DOUBLE TEE FLANGE JOINT REPAIR BETWEEN DOUBLE TEE FLANGES AT

SPECIFIED LOCATIONS. SEE DETAIL B4/S500 FOR MORE INFORMATION.

S14 FUTURE PHASE. CONCRETE REMOVAL AND PATCHING AS REQUIRED FOR STORM DRAIN

REPLACEMENT. ASSUME 13 SQUARE FEET OF PATCHING PER LOCATION, ACTUAL

REQUIREMENT MAY VARY. SEE MECHANICAL DRAWINGS AND DETAIL D2/P107 FOR MORE

INFORMATION.

S15 FUTURE PHASE. ROUT AND SEAL CONCRETE CRACK IN DOUBLE TEE TOPPING SLAB. SEE

DETAIL C4/S500 FOR MORE INFORMATION.

S16 FUTURE PHASE. NEW TRAFFIC SURFACE MEMBRANE COATING. 4'-0" IN TOTAL WIDTH, 3'-8"

WIDTH ON HORIZONTAL SURFACE WITH 4" EXTENSION UP THE FACE OF THE WALL. SEE

DETAIL A4/S500 FOR MORE INFORMATION.

S43 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF OVERHEAD DOUBLE TEE STEM

PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S44 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF OVERHEAD DOUBLE TEE STEM

PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S45 FUTURE PHASE. APPROXIMATELY 2 SQUARE FEET OF CORBEL PATCHING. SEE DETAIL

A3/S500 FOR MORE INFORMATION.

S46 FUTURE PHASE. APPROXIMATELY 2 SQUARE FEET OF OVERHEAD DOUBLE TEE STEM

PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S47 FUTURE PHASE. APPROXIMATELY 2 SQUARE FEET OF CORBEL PATCHING. SEE DETAIL

A3/S500 FOR MORE INFORMATION.

S48 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF OVERHEAD DOUBLE TEE STEM

PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S49 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF CORBEL PATCHING. SEE DETAIL

A3/S500 FOR MORE INFORMATION.

S50 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF OVERHEAD DOUBLE TEE STEM

PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S51 FUTURE PHASE. APPROXIMATELY 2 SQUARE FEET OF OVERHEAD DOUBLE TEE STEM

PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S52 FUTURE PHASE. APPROXIMATELY 3 SQUARE FEET OF OVERHEAD TEE BEAM PATCHING.

SEE DETAIL A3/S500 FOR MORE INFORMATION.

S53 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF OVERHEAD TEE BEAM PATCHING.

SEE DETAIL A3/S500 FOR MORE INFORMATION.

S54 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF OVERHEAD TEE BEAM PATCHING.

SEE DETAIL A3/S500 FOR MORE INFORMATION.

S55 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF COLUMN PATCHING. SEE DETAIL

C2/S500 FOR MORE INFORMATION.

S56 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF OVERHEAD TEE BEAM PATCHING.

SEE DETAIL A3/S500 FOR MORE INFORMATION.

S57 FUTURE PHASE. APPROXIMATELY 5 SQUARE FEET OF OVERHEAD DOUBLE TEE STEM

PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S58 FUTURE PHASE. APPROXIMATELY 4 SQUARE FEET OF OVERHEAD DOUBLE TEE STEM

PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S74 REPLACE OVERHEAD DRAIN PIPE, SEE MECHANICAL DRAWINGS FOR MORE INFORMATION.

NOTE: MAJORITY OF WORK ON THIS SHEET

TO BE IN FUTURE PHASE. DOUBLE TEE

FLANGE JOINT REPAIR AND KEYNOTE S74

TO BE BASE BID.

14 13.3 13 12 11 10 9 8 7 6 5 4 3 2 1.7 1.6 1.1 1 a¹

A

A.2

B

C

D

E

F

C.5

16'-0" 7'-5 1/2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 7'-5 1/2" 2'-8" 10'-10" 2'-6"

S09

S04

S10

S11

S12

S13

S13

S13

S13

S13 S13 S13 S13

S13

TYP

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S

SLOPE

DOWN

S16

S15 S14

TYP

TYP

S27

S28 S29

S30

S31

S32

S33 S34

S35 S36 S37

S38

S39

S40

S41

S42

E A

S T

D E

S M

O

IN

E S

S T

R E

E T

LANE 1 ENTRY

LANE 2

REVERSIBLE

ENTRY/EXIT

LANE 3 EXIT

LANE 4 EXIT

LANE 5 EXIT

E A

S T

G R

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T R

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D O

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S71

S72

S73

LEVEL 5

LEVEL 4

LEVEL 3

LEVEL 2

LEVEL 1

LEVEL A

LEVEL B

A

C

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S T

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T

ISOMETRIC

A P

P R

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A S

C

C P a rk in g R a m p C o n c re te

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P ip in g -C e n t.

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S103

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D A

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C P

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C R

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E A

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P

IP

IN

G

R E

P A

IR

D E

P A

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M E

N T

O F

A D

M

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IS

T

R A

T

IV

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IC

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W A

0TRUE NORTH

NORTH

PLAN

1" = 10'-0"A6

LEVEL 1 FRAMING PLAN

15'

KEYNOTES

KEY NOTE

S04 BASE BID. DOUBLE TEE FLANGE JOINT REPAIR BETWEEN DOUBLE TEE FLANGES

AT SPECIFIED LOCATIONS. SEE DETAIL B4/S500 FOR MORE INFORMATION.

S09 BASE BID. DOUBLE TEE FLANGE JOINT REPAIR BETWEEN DOUBLE TEE TOPPING

SLABS AT BETWEEN CURBS WHERE POSSIBLE. SEE DETAIL B4/S500 FOR MORE

INFORMATION.

S10 BASE BID. APPROXIMATELY 8 SQUARE FEET OF HORIZONTAL PATCHING. SEE

DETAIL A2/S500 FOR MORE INFORMATION.

S11 BASE BID. APPROXIMATELY 45 SQUARE FEET OF HORIZONTAL PATCHING. SEE

DETAIL A2/S500 FOR MORE INFORMATION.

S12 BASE BID. APPROXIMATELY 12 SQUARE FEET OF HORIZONTAL PATCHING. SEE

DETAIL A2/S500 FOR MORE INFORMATION.

S13 BASE BID. APPROXIMATELY 1 SQUARE FEET OF HORIZONTAL PATCHING. SEE

DETAIL A2/S500 FOR MORE INFORMATION.

S14 FUTURE PHASE. CONCRETE REMOVAL AND PATCHING AS REQUIRED FOR

STORM DRAIN REPLACEMENT. ASSUME 13 SQUARE FEET OF PATCHING PER

LOCATION, ACTUAL REQUIREMENT MAY VARY. SEE MECHANICAL DRAWINGS

AND DETAIL D2/P107 FOR MORE INFORMATION.

S15 FUTURE PHASE. ROUT AND SEAL CONCRETE CRACK IN DOUBLE TEE TOPPING

SLAB. SEE DETAIL C4/S500 FOR MORE INFORMATION.

S16 FUTURE PHASE. NEW TRAFFIC SURFACE MEMBRANE COATING. 4'-0" IN TOTAL

WIDTH, 3'-8" WIDTH ON HORIZONTAL SURFACE WITH 4" EXTENSION UP THE

FACE OF THE WALL. SEE DETAIL A4/S500 FOR MORE INFORMATION.

S27 FUTURE PHASE. APPROXIMATELY 3 SQUARE FEET OF CORBEL PATCHING. SEE

DETAIL A3/S500 FOR MORE INFORMATION.

S28 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF OVERHEAD DOUBLE TEE

STEM PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S29 FUTURE PHASE. APPROXIMATELY 2 SQUARE FEET OF OVERHEAD DOUBLE TEE

FLANGE PATCHING. SEE DETAIL C2/S500 FOR MORE INFORMATION.

KEYNOTES

KEY NOTE

S30 FUTURE PHASE. APPROXIMATELY 2 SQUARE FEET OF OVERHEAD DOUBLE TEE

STEM PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S31 FUTURE PHASE. APPROXIMATELY 2 SQUARE FEET OF CORBEL PATCHING. SEE

DETAIL A3/S500 FOR MORE INFORMATION.

S32 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF OVERHEAD DOUBLE TEE

STEM PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S33 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF CORBEL PATCHING. SEE

DETAIL A3/S500 FOR MORE INFORMATION.

S34 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF CORBEL PATCHING. SEE

DETAIL A3/S500 FOR MORE INFORMATION.

S35 FUTURE PHASE. APPROXIMATELY 3 SQUARE FEET OF OVERHEAD DOUBLE TEE

FLANGE PATCHING. SEE DETAIL C2/S500 FOR MORE INFORMATION.

S36 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF OVERHEAD TEE BEAM

PATCHING. SEE DETAIL A3/S500 FOR MORE INFORMATION.

S37 FUTURE PHASE. APPROXIMATELY 2 SQUARE FEET OF OVERHEAD TEE BEAM

PATCHING. SEE DETAIL A3/S500 FOR MORE INFORMATION.

S38 FUTURE PHASE. APPROXIMATELY 3 SQUARE FEET OF OVERHEAD DOUBLE TEE

STEM PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S39 FUTURE PHASE. APPROXIMATELY 3 SQUARE FEET OF OVERHEAD DOUBLE TEE

STEM PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S40 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF OVERHEAD TEE BEAM

PATCHING. SEE DETAIL A3/S500 FOR MORE INFORMATION.

S41 FUTURE PHASE. APPROXIMATELY 2 SQUARE FEET OF CORBEL PATCHING. SEE

DETAIL A3/S500 FOR MORE INFORMATION.

S42 FUTURE PHASE. APPROXIMATELY 5 SQUARE FEET OF OVERHEAD DOUBLE TEE

STEM PATCHING. SEE DETAIL E2/S500 FOR MORE INFORMATION.

S71 BASE BID. APPROXIMATELY 2 SQUARE FEET OF OVERHEAD L-BEAM PATCHING.

SEE DETAIL A3/S500 FOR MORE INFORMATION.

S72 BASE BID. APPROXIMATELY 2 SQUARE FEET OF OVERHEAD TEE BEAM

PATCHING. SEE DETAIL A3/S500 FOR MORE INFORMATION.

S73 BASE BID. APPROXIMATELY 4 SQUARE FEET OF OVERHEAD L-BEAM PATCHING.

SEE DETAIL A3/S500 FOR MORE INFORMATION.

NOTE: MAJORITY OF WORK ON THIS SHEET

TO BE IN FUTURE PHASE. DOUBLE TEE

FLANGE JOINT REPAIR, HORIZONTAL

PATCHING, AND KEYNOTES S71 - S73 TO

BE BASE BID.

14 13.3 13 12 11 10 9 8 7 6 5 4 3 2 1.7 1.6 1.1 1

A

A.2

B

C

D

E

F

C.5

16'-0" 7'-5 1/2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 7'-5 1/2" 2'-8" 10'-10" 2'-6"

S04

A

S

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S14 S15

S16

TYP

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S18 S19

S20

S21

S22 S23

S24

S25

S26

D O

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S68

S69

S70

LEVEL 5

LEVEL 4

LEVEL 3

LEVEL 2

LEVEL 1

LEVEL A

LEVEL B

A

C

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T

ISOMETRIC

A P

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IP

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G

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P A

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W A

0TRUE NORTH

NORTH

PLAN

1" = 10'-0"A6

LEVEL 2 FRAMING PLAN

15'

KEYNOTES

KEY NOTE

S04 BASE BID. DOUBLE TEE FLANGE JOINT REPAIR BETWEEN DOUBLE

TEE FLANGES AT SPECIFIED LOCATIONS. SEE DETAIL B4/S500 FOR

MORE INFORMATION.

S14 FUTURE PHASE. CONCRETE REMOVAL AND PATCHING AS REQUIRED

FOR STORM DRAIN REPLACEMENT. ASSUME 13 SQUARE FEET OF

PATCHING PER LOCATION, ACTUAL REQUIREMENT MAY VARY. SEE

MECHANICAL DRAWINGS AND DETAIL D2/P107 FOR MORE

INFORMATION.

S15 FUTURE PHASE. ROUT AND SEAL CONCRETE CRACK IN DOUBLE TEE

TOPPING SLAB. SEE DETAIL C4/S500 FOR MORE INFORMATION.

S16 FUTURE PHASE. NEW TRAFFIC SURFACE MEMBRANE COATING. 4'-0"

IN TOTAL WIDTH, 3'-8" WIDTH ON HORIZONTAL SURFACE WITH 4"

EXTENSION UP THE FACE OF THE WALL. SEE DETAIL A4/S500 FOR

MORE INFORMATION.

S18 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF OVERHEAD

DOUBLE TEE STEM PATCHING. SEE DETAIL E2/S500 FOR MORE

INFORMATION.

S19 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF OVERHEAD

DOUBLE TEE STEM PATCHING. SEE DETAIL E2/S500 FOR MORE

INFORMATION.

S20 FUTURE PHASE. APPROXIMATELY 3 SQUARE FEET OF CORBEL

PATCHING. SEE DETAIL A3/S500 FOR MORE INFORMATION.

S21 FUTURE PHASE. APPROXIMATELY 6 SQUARE FEET OF OVERHEAD

DOUBLE TEE FLANGE PATCHING. SEE DETAIL C2/S500 FOR MORE

INFORMATION.

S22 FUTURE PHASE. APPROXIMATELY 8 SQUARE FEET OF OVERHEAD

TEE BEAM PATCHING. SEE DETAIL A3/S500 FOR MORE INFORMATION.

S23 FUTURE PHASE. APPROXIMATELY 4 SQUARE FEET OF OVERHEAD

TEE BEAM PATCHING. SEE DETAIL A3/S500 FOR MORE INFORMATION.

S24 FUTURE PHASE. APPROXIMATELY 14 SQUARE FEET OF OVERHEAD

TEE BEAM PATCHING. SEE DETAIL A3/S500 FOR MORE INFORMATION.

S25 FUTURE PHASE. APPROXIMATELY 4 SQUARE FEET OF OVERHEAD

TEE BEAM PATCHING. SEE DETAIL A3/S500 FOR MORE INFORMATION.

S26 FUTURE PHASE. APPROXIMATELY 1 SQUARE FOOT OF OVERHEAD

TEE BEAM PATCHING. SEE DETAIL A3/S500 FOR MORE INFORMATION.

S68 BASE BID. APPROXIMATELY 2 SQUARE FEET OF OVERHEAD TEE

BEAM PATCHING. SEE DETAIL A3/S500 FOR MORE INFORMATION.

S69 BASE BID. APPROXIMATELY 4 SQUARE FEET OF COLUMN PATCHING.

SEE DETAIL C2/S500 FOR MORE INFORMATION.

S70 BASE BID. CLEAN OFF RUST AND PAINT COLUMN SPLICE PLATES

WITH ZINC-RICH PAINT. APPLY NEW 2" JOINT SEALANT AFTER PAINT

HAS DRIED. NEW JOINT APPROX. 3' IN LENGTH.

NOTE: MAJORITY OF WORK ON THIS SHEET

TO BE FUTURE PHASE. DOUBLE TEE

FLANGE JOINT REPAIR, KEYNOTES S68 -

S70 TO BE BASE BID.

14 13.3 13 12 11 10 9 8 7 6 5 4 3 2 1.7 1.6 1.1 1

A

A.2

B

C

D

E

F

C.5

16'-0" 7'-5 1/2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 7'-5 1/2" 2'-8" 10'-10" 2'-6"

S07 S08

S03

S02

TYP

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S17

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LEVEL 4

LEVEL 3

LEVEL 2

LEVEL 1

LEVEL A

LEVEL B

A

C

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ISOMETRIC

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0TRUE NORTH

NORTH

PLAN

1" = 10'-0"A6

LEVEL 3 FRAMING PLAN

15'

KEYNOTES

KEY NOTE

S01 BASE BID. CONCRETE REMOVAL AND PATCHING AS REQUIRED

FOR STORM DRAIN REPLACEMENT. ASSUME 13 SQUARE FEET

OF PATCHING PER LOCATION, ACTUAL REQUIREMENT MAY

VARY. SEE MECHANICAL DRAWINGS AND DETAIL D2/P107 FOR

MORE INFORMATION.

S02 BASE BID. ROUT AND SEAL CONCRETE CRACK IN DOUBLE TEE

TOPPING SLAB. SEE DETAIL C4/S500 FOR MORE INFORMATION.

S03 BASE BID. NEW TRAFFIC SURFACE MEMBRANE COATING. 4'-0" IN

TOTAL WIDTH, 3'-8" WIDTH ON HORIZONTAL SURFACE WITH 4"

EXTENSION UP THE FACE OF THE WALL. SEE DETAIL A4/S500

FOR MORE INFORMATION.

S07 BASE BID. APPROXIMATELY 10 SQUARE FEET OF HORIZONTAL

PATCHING. SEE DETAIL A2/S500 FOR MORE INFORMATION.

S08 BASE BID. APPROXIMATELY 4 SQUARE FEET OF HORIZONTAL

PATCHING. SEE DETAIL A2/S500 FOR MORE INFORMATION.

S17 FUTURE PHASE. APPROXIMATELY 3 SQUARE FEET OF

OVERHEAD FLANGE PATCHING. SEE DETAIL C2/S500 FOR MORE

INFORMATION.

NOTE: MAJORITY OF WORK ON THIS SHEET

TO BE BASE BID. OVERHEAD FLANGE

PATCHING TO BE IN FUTURE PHASE.

14 13.3 13 12 11 10 9 8 7 6 5 4 3 2 1.7 1.6 1.1 1

A

A.2

B

C

D

E

F

C.5

16'-0" 7'-5 1/2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 7'-5 1/2" 2'-8" 10'-10" 2'-6"

S03S02

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S01 S03 S02

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LEVEL 3

LEVEL 2

LEVEL 1

LEVEL A

LEVEL B

A

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0TRUE NORTH

NORTH

PLAN

1" = 10'-0"A6

LEVEL 4 FRAMING PLAN

15'

KEYNOTES

KEY NOTE

S01 BASE BID. CONCRETE REMOVAL AND PATCHING AS REQUIRED

FOR STORM DRAIN REPLACEMENT. ASSUME 13 SQUARE FEET

OF PATCHING PER LOCATION, ACTUAL REQUIREMENT MAY

VARY. SEE MECHANICAL DRAWINGS AND DETAIL D2/P107 FOR

MORE INFORMATION.

S02 BASE BID. ROUT AND SEAL CONCRETE CRACK IN DOUBLE TEE

TOPPING SLAB. SEE DETAIL C4/S500 FOR MORE INFORMATION.

S03 BASE BID. NEW TRAFFIC SURFACE MEMBRANE COATING. 4'-0" IN

TOTAL WIDTH, 3'-8" WIDTH ON HORIZONTAL SURFACE WITH 4"

EXTENSION UP THE FACE OF THE WALL. SEE DETAIL A4/S500

FOR MORE INFORMATION.

S04 BASE BID. DOUBLE TEE FLANGE JOINT REPAIR BETWEEN

DOUBLE TEE FLANGES AT SPECIFIED LOCATIONS. SEE DETAIL

B4/S500 FOR MORE INFORMATION.

S06 BASE BID. APPROXIMATELY 6 SQUARE FEET OF HORIZONTAL

PATCHING. SEE DETAIL A2/S500 FOR MORE INFORMATION.

RE-INSTALL EXISTING BOLLARD.

NOTE: ALL WORK ON THIS SHEET

TO BE INCLUDED IN BASE BID

14 13.3 13 12 11 10 9 8 7 6 5 4 3 2 1.7 1.6 1.1 1

A

A.2

B

C

D

E

F

C.5

16'-0" 7'-5 1/2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 7'-5 1/2" 2'-8" 10'-10" 2'-6"

S01

S04

S02S03

S03

S02S02

S02S02

S05

TYP

S02

S03 S02

S04

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

SLOPE

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D O

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LEVEL 5

LEVEL 4

LEVEL 3

LEVEL 2

LEVEL 1

LEVEL A

LEVEL B

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IP

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IN

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0TRUE NORTH

NORTH

PLAN

1" = 10'-0"A6

LEVEL 5 FRAMING PLAN

15'

KEYNOTES

KEY NOTE

S01 BASE BID. CONCRETE REMOVAL AND PATCHING AS REQUIRED FOR

STORM DRAIN REPLACEMENT. ASSUME 13 SQUARE FEET OF

PATCHING PER LOCATION, ACTUAL REQUIREMENT MAY VARY. SEE

MECHANICAL DRAWINGS AND DETAIL D2/P107 FOR MORE

INFORMATION.

S02 BASE BID. ROUT AND SEAL CONCRETE CRACK IN DOUBLE TEE

TOPPING SLAB. SEE DETAIL C4/S500 FOR MORE INFORMATION.

S03 BASE BID. NEW TRAFFIC SURFACE MEMBRANE COATING. 4'-0" IN

TOTAL WIDTH, 3'-8" WIDTH ON HORIZONTAL SURFACE WITH 4"

EXTENSION UP THE FACE OF THE WALL. SEE DETAIL A4/S500 FOR

MORE INFORMATION.

S04 BASE BID. DOUBLE TEE FLANGE JOINT REPAIR BETWEEN DOUBLE

TEE FLANGES AT SPECIFIED LOCATIONS. SEE DETAIL B4/S500 FOR

MORE INFORMATION.

S05 BASE BID. APPROXIMATELY 1 SQUARE FEET OF HORIZONTAL

PATCHING. SEE DETAIL A2/S500 FOR MORE INFORMATION.

14 13 12 11 10 9 8 7 6 5 4 3 2 1.7 1.6 1.1 1

A

B

C

D

E

F

C.5

23'-5 1/2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 7'-5 1/2" 2'-8" 10'-10" 2'-6"

TYP

S02

S03

3'-8"

SLOPE

DOWN

U P

F R

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LEVEL 5

LEVEL 4

LEVEL 3

LEVEL 2

LEVEL 1

LEVEL A

LEVEL B

A

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0TRUE NORTH

NORTH

PLAN

1" = 10'-0"A6

PARTIAL TOP LEVEL FRAMING PLAN

15'

KEYNOTES

KEY NOTE

S02 BASE BID. ROUT AND SEAL CONCRETE CRACK IN DOUBLE TEE

TOPPING SLAB. SEE DETAIL C4/S500 FOR MORE INFORMATION.

S03 BASE BID. NEW TRAFFIC SURFACE MEMBRANE COATING. 4'-0"

IN TOTAL WIDTH, 3'-8" WIDTH ON HORIZONTAL SURFACE WITH 4"

EXTENSION UP THE FACE OF THE WALL. SEE DETAIL A4/S500

FOR MORE INFORMATION.

10 FT2 PATCHING ON BEAM

20 FT2 PATCHING ON

UNDERSIDE OF UPPER STAIR

16 FT2 PATCHING ON UPPER BEAM

ALL STAIR WORK IS TO

BE IN FUTURE PHASE

28 FT2 PATCHING ON

UNDERSIDE OF STAIR

12 FT2 PATCHING ON

UNDERSIDE OF STAIR

8 FT2 PATCHING ON

UNDERSIDE OF LANDING

3 FT2 PATCHING

ON UPPER BEAM

ALL STAIR WORK IS TO

BE IN FUTURE PHASE

4 FT2 PATCHING ON

UNDERSIDE OF STAIR

16 FT2 PATCHING ON

UNDERSIDE OF STAIR

24 FT2 PATCHING

ON UPPER BEAM

ALL STAIR WORK IS TO

BE IN FUTURE PHASE

48 FT2 PATCHING ON

UNDERSIDE OF STAIR

23 FT2 PATCHING ON

UNDERSIDE OF STAIR

STAIR TREAD PATCHING

ALL STAIR WORK IS TO

BE IN FUTURE PHASE

STAIR TREAD PATCHING

22 FT2 PATCHING ON

UNDERSIDE OF STAIR

48 FT2 PATCHING ON

UNDERSIDE OF STAIR

3 FT2 PATCHING

ON BEAM

TOUCHUP GALVANIZED

PAINT ON ALL WELDS

ALL STAIR WORK IS

ALTERNATE BID

20 FT2 PATCHING ON

UNDERSIDE OF STAIR

48 FT2 PATCHING ON

UNDERSIDE OF STAIR

1 FT2 PATCHING

ON BEAM

ALL STAIR WORK IS TO

BE IN FUTURE PHASE

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01" = 0'-6"A3

LEVEL B STAIR

9" 01" = 0'-6"C3

LEVEL A STAIR

9" 01" = 0'-6"E3

LEVEL 1 STAIR

9"

01" = 0'-6"A5

LEVEL 2 STAIR

9" 01" = 0'-6"C5

LEVEL 3 STAIR

9" 01" = 0'-6"E5

LEVEL 4 STAIR

9"

TO BE INCLUDED IN FUTURE PHASE

2" SLOPED TOPPING AT

DOUBLE TEE ENDS

PRECAST

INVERTED TEE

BEAM

NEOPRENE

BEARING PAD

PRECAST CORBEL

PRECAST COLUMN

A B

B A

REPAIRS

1. REMOVE UNSOUND CONCRETE AND ALL PREVIOUS PATCHING

MATERIAL FROM INVERTED TEE BEAM, CORBEL, AND COLUMN.

2" SLOPED TOPPING AND COATING ON DRIVING SURFACE

ABOVE MAY NEED TO BE REMOVED TO ACCESS AREAS OF

DETERIORATION. SHORING OF DOUBLE TEES IS REQUIRED,

SHORING DESIGN TO BE REVIEWED BY ENGINEER OF RECORD.

2. SANDBLAST EXPOSED STEEL.

3. REVIEW CONDITION OF EXPOSED STEEL. ADDITIONAL

REINFORCING OR REPLACEMENT BAR MAY BE NEEDED IF

EXISTING STEEL IS CORRODED TOO EXTENSIVELY. CONSULT

ENGINEER OF RECORD. CONTRACTOR TO CARRY ALLOWANCE

FOR POSSIBLE REINFORCEMENT REPLACEMENT.

4. COAT EXPOSED STEEL STRUCTURAL MEMBERS AND/OR REBAR

WITH ZINC-RICH COATING. REFER TO SPEC FOR PRODUCTS.

5. NOTIFY DESIGN PROFESSIONAL FOR OBSERVATION PRIOR TO

PATCHING.

6. PATCH REPAIR LOCATIONS WITH CORROSION RESISTANT

CONCRETE PATCH MATERIAL. REFER TO SPEC FOR

PRODUCTS.

9. APPLY WATERPROOFING MEMBRANE TO ELEVATED SLABS

PER SPECIFICATIONS, EXTEND 3" BEYOND EDGE OF PATCH,

DO NOT APPLY MEMBRANE TO SLAB-ON-GRADE

NOTE THAT ANY PAVEMENT MARKINGS THAT ARE COVERED

WITH MEMBRANE MUST BE REAPPLIED AND ARE INCIDENTAL

TO THIS WORK ITEM

5.00° TYP1

M

IN

3" TYP

8. INSTALL CONCRETE PATCHING MATERIAL PER

SPECIFICATIONS

SECTION

SPALLED

CONCRETE

AREA

PLAN

1. 5° ANGLED SAW CUT AROUND PERIMETER, MIN DEPTH = 1",

CORNERS SHALL BE 90°, AVOID REENTRANT CORNERS

2. REMOVE LOOSE CONCRETE WITHIN SAW CUT,

MIN DEPTH = 1", DO NOT CUT REINFORCEMENT

3. WHERE REBAR IS EXPOSED, MIN DEPTH = 1" BEYOND REBAR

4. CLEAN REBAR TO SHINY METAL WITH WIRE WHEEL, CLEAN

CAVITY WITH BROOM AND COMPRESSED AIR

5. APPLY ZINC-RICH EPOXY PRIMER TO REBAR PER

SPECIFICATIONS

6. NOTIFY DESIGN PROFESSIONAL FOR OBSERVATION PRIOR

TO PATCHING

SINGLE/DOUBLE TEE STEM SECTION (1) SAW CUT AROUND PERIMETER, MAX DEPTH = 1/2",

CORNERS SHALL BE 90°, AVOID REENTRANT

CORNERS

(2) REMOVE LOOSE CONCRETE WITHIN SAW CUT, MAX

DEPTH = 1/2"

(3) WHERE REBAR OR PT TENDONS ARE EXPOSED, MIN

DEPTH = 1" BEYOND REBAR OR TENDON

(4) CLEAN REBAR AND/OR TENDONS TO SHINY METAL

WITH WIRE WHEEL, CLEAN CAVITY WITH BROOM AND

COMPRESSED AIR

(5) APPLY ZINC-RICH EPOXY PRIMER TO REBAR AND/OR

TENDONS PER SPECIFICATIONS

(6) PREPARE PATCH SURFACE PER MANUFACTURER

INSTRUCTIONS

(7) NOTIFY DESIGN PROFESSIONAL FOR OBSERVATION

PRIOR TO PATCHING

(8) INSTALL AND CURE CONCRETE PATCHING MATERIAL

REBAR OR

PT TENDON

M

IN

1/2" MIN

4"+/-

EXTEND MEMBRANE LAYERS 4"

UP ADJACENT SURFACES

NEW MEMBRANE SYSTEM

1. PROVIDE MOCKUP PER SPECIFICATIONS

2. SHOT BLAST TO PREPARE FOR MEMBRANE

ADHESION PER MANUFACTURER.

RECOMMENDATIONS, WATER BLAST WHERE SHOT

BLASTING IS NOT POSSIBLE.

3. WIPE EXISTING SURFACES WITH XYLENE OR PRIME

AS RECOMMENDED BY MANUFACTURER.

4. APPLY NEW MEMBRANE SYSTEM, SEE

SPECIFICATIONS FOR MIL THICKNESS AND SAND

PLACEMENT, COLOR SUBJECT TO OWNER

APPROVAL.

5. ALL MEMBRANE EDGES SHALL BE TAPED TO

PROVIDE STRAIGHT AND SHARP LINES

6. RESTRIPE PARKING STALLS PRIOR TO ALLOWING

TRAFFIC ON MEMBRANE.

7. INSTALL CONCRETE PATCHING MATERIAL PER

SPECIFICATIONS

NOTE: EXISTING JOINTS SHALL CONTINUE

THROUGH SPALL REPAIRS

PLAN/SECTION

SPALLED

CONCRETE

AREA

ELEVATION/PLAN

1. 5° ANGLED SAW CUT AROUND PERIMETER, MIN DEPTH = 1/2",

CORNERS SHALL BE 90°, AVOID REENTRANT CORNERS

2. REMOVE LOOSE CONCRETE WITHIN SAW CUT,

MAX DEPTH = 1/2"

3. WHERE REBAR IS EXPOSED AT OVERHEAD SPALLS, MIN

DEPTH = 1" BEYOND REBAR. WHERE REBAR IS EXPOSED AT

VERTICAL SPALLS, DO NOT REMOVE CONCRETE BEYOND BAR

4. CLEAN REBAR TO SHINY METAL WITH WIRE WHEEL, CLEAN

CAVITY WITH BROOM AND COMPRESSED AIR

5. APPLY ZINC-RICH EPOXY PRIMER TO REBAR PER

SPECIFICATIONS

6. NOTIFY DESIGN PROFESSIONAL FOR OBSERVATION PRIOR

TO PATCHING

5.00° TYP

M

IN

1. CAREFULLY CUT EXISTING MEMBRANE DIRECTLY

ABOVE JOINT FACES AS NEEDED/IF REQUIRED,

REMOVE JOINT SEALANT.

2. NOTIFY DESIGN PROFESSIONAL IF WELD TIES ARE

BROKEN OR DAMAGED.

3. CLEAN FACES OF JOINT AND REMOVE DEBRIS

4. PRIME PREPARED FACE OF JOINT PER JOINT

SEALANT MANUFACTURER.

5. INSTALL NEW BACKER ROD PER SPECIFICATIONS.

6. FILL JOINT WITH SEALANT, FINISH FLUSH WHERE

MEMBRANE WILL BE APPLIED, OTHERWISE FINISH

CONCAVE.

7. APPLY 9" MEMBRANE STRIP CENTERED ON JOINT

PER DETAILS

CLOSED CELL BACKER

ROD, DIAMETER 1/4"

WIDER THAN JOINT

MEMBRANE JOINT SEALANT

WELD TIE

FLANGE PLATE

X

2X

PLAN

SECTION

/2

1/2"

1. ROUT CRACK 1/2" DEEP x 1/2" WIDE

2. CLEAN JOINT AND PRIME PER

MANUFACTURER INSTRUCTIONS

3. FILL CRACK WITH SEALANT PER

SPECIFICATIONS, FINISH CONCAVE

TO CONCRETE SURFACE, EXCEPT

FINISH FLUSH WHERE MEMBRANE

WILL BE APPLIED

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01/2" = 1'-0"A3

INVERTED TEE AND CORBEL REPAIR DETAIL

3'

01 1/2" = 1'-0"A2

HORIZONTAL CONCRETE SPALL REPAIR

1' 01/4" = 1'-0"E2

DOUBLE TEE STEM CONCRETE SPALL REPAIR

6'

01" = 1'-0"A4

NEW MEMBRANE

1'-6"

01 1/2" = 1'-0"C2

VERTICAL/OVERHEAD CONCRETE SPALL REPAIR

1'

06" = 1'-0"B4

SLAB SEALANT REPLACEMENT

3" 06" = 1'-0"C4

CONCRETE CRACK REPAIR

3"

M

1. UNLESS NOTED OTHERWISE: LIGHT LINES DENOTE EXISTING

PIPING, OR EQUIPMENT WHICH IS TO REMAIN. BOLD LINES

INDICATE NEW WORK TO BE INSTALLED UNDER THIS

CONTRACT.

2. PLUMBING SHOWN IS IN SCHEMATIC FORM. NOT ALL RISERS

AND DROPS ARE SHOWN. PROVIDE OFFSETS AS REQUIRED

TO MEET SPACE REQUIREMENTS AND TO AVOID

INTERFERENCE WITH OTHER TRADES. THE CONTRACTOR

SHALL PROVIDE COMPLETE FULLY FUNCTIONAL SYSTEMS.

3. PROVIDE ACCESSIBLE ISOLATION VALVES AT ALL BRANCH

CONNECTIONS TO MAINS AND PIPING FIXTURE GROUPS.

COORDINATE VALVE LOCATIONS WITH ACCESSIBLE CEILINGS.

4. REFER TO PLUMBING FIXTURE ROUGH-IN SCHEDULE FOR

CONNECTION SIZES AT INDIVIDUAL FIXTURES.

5. PROVIDE WATER HAMMER ARRESTORS FOR EACH NEW

PLUMBING FIXTURE OR GROUP OF FIXTURES. SIZE AND

LOCATION REQUIREMENTS SHALL BE AS PER PDI STANDARD

PDI-WH-201.

6. ALL EQUIPMENT AND ACCESSORIES SHALL BE INSTALLED TO

BE EASILY ACCESSIBLE.

7. PLUMBING WORK SHALL BE COORDINATED WITH OTHER

TRADES, INCLUDING BUT NOT LIMITED TO DUCTWORK,

ELECTRICAL EQUIPMENT, PIPING AND FIRE PROTECTION.

SPACE ABOVE CEILING IS LIMITED AND SHALL BE

COORDINATED WITH OTHER TRADES.

8. ALL WORK WITHIN THE CONTRACT DOCUMENTS, WHICH

INCLUDE THIS DRAWING, SHALL BE COMPLETED IN A SAFE

WORKMANLIKE MANNER AND IN ACCORDANCE WITH ALL

APPLICABLE STATE, LOCAL AND NATIONAL CODES,

REGULATIONS AND ORDINANCES. IF ANY CONFLICTS ARISE

BETWEEN THE CONTRACT DOCUMENTS AND THE

APPLICABLE CODES, REGULATIONS OR ORDINANCE, THE

CONTRACTOR SHALL BE RESPONSIBLE TO HAVE ALL WORK

CONFORM TO THE STRICTER OF SAID REQUIREMENTS.

9. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

PERMITS AND INSPECTIONS AS REQUIRED FOR ELECTRICAL,

FIRE PROTECTION, PLUMBING, MECHANICAL AND BACKFLOW

PREVENTION INSTALLATIONS. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO PROVIDE BOTH A

COMPLETE AND COMPLIANT INSTALLATION AS MAY BE

DETERMINED BY THE AUTHORITY(S) HAVING JURISDICTION.

10. CONTRACTOR SHALL NOT PROCURE OR FABRICATE ANY

PIPING, DUCTWORK OR OTHER EQUIPMENT WITHOUT FIRST

VERIFYING ALL DIMENSIONS AND CONDITIONS WHETHER

CURRENTLY EXISTING OR NOT. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL WORK, INCLUDING ANY REQUIRED

REWORK.

11. MAINTAIN ALL MANUFACTURER RECOMMENDED EQUIPMENT

SERVICE AND SAFETY CLEARANCES. DO NOT LOCATE ANY

EQUIPMENT OR RUN MATERIALS ABOVE ANY ELECTRICAL

PANELS OR SWITCHGEAR. MAINTAIN ALL NFPA/NEC CODE

REQUIRED CLEARANCES.

12. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING, SCHEDULING AND SEQUENCING OF THEIR

WORK WITH ALL OTHER TRADES. PROVIDE OFFSETS,

EASEMENTS, OR RELOCATE TO AVOID CONFLICTS WITH

WORK OF OTHER TRADES. FURNISH SUFFICIENT RESOURCES

TO MEET ALL PROJECT MILESTONES AND DEADLINES.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING

THE WATERTIGHT AND WEATHER-PROOF INTEGRITY OF

ROOFS, WALLS AND FLOORS DURING CONSTRUCTION. EACH

TRADE SHALL LOCATE/DIMENSION/COORDINATE THEIR ROOF,

FLOOR AND WALL OPENINGS WITH THE GENERAL

CONTRACTOR (GC) OR CONSTRUCTION MANAGER.

14. PROTECT NEW WORK FROM DAMAGE OR

DECONTAMINATION. PROVIDE TEMPORARY PROTECTIVE

CAPPING OR TAPED POLYETHYLENE ENCLOSURES OVER

OPEN DUCTWORK AND PIPING ENDS AND EQUIPMENT.

CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING

MECHANICAL SYSTEMS PRIOR TO PLACING THEM IN SERVICE.

15. IN A NEAT AND WORKMANLIKE MANNER: PATCH ANY

REMAINING OPENINGS AND FILL EXCESSIVE GAPS; REWORK

AND REFINISH TO MATCH ADJACENT STRUCTURES; FLASH

AND SEAL ALL MECHANICAL AND ELECTRICAL PENETRATIONS

THRU WALLS, CEILINGS AND FLOORS WITH METAL

FRAMEWORK OR ESCUTCHEONS. ALL OPENINGS SHALL BE

PROPERLY SEALED SO AS TO MEET FIRE RATING NEEDS.

PLUMBING

1. THIS DRAWING DIAGRAMMATICALLY REPRESENTS THE

LAYOUT OF EXISTING CONDITIONS WITH MAJOR PLUMBING

COMPONENTS. THEY ARE NOT INTENDED TO SHOW

ACCESSORIES OR INCIDENTALS COMMON TO EQUIPMENT

INDICATED, THOUGH THESE ITEMS ARE TO BE REMOVED,

ACCESSIBILITY TO DEMOLITION ITEMS SHALL NOT BE

INFERRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

FIELD VERIFICATION OF BUILDING AND EXISTING CONDITIONS,

PRIOR TO BID SUBMISSION.

2. SOME ORIGINAL/EXISTING PIPING, FITTINGS, AND EQUIPMENT

IS WRAPPED WITH ASBESTOS INSULATION. ASBESTOS TO BE

REMOVED UNDER A SEPARATE, CONCURRENT CONTRACT

PRIOR TO DEMOLITION WORK.

3. EXISTING PIPING PENETRATIONS VACATED/REVEALED

DURING DEMOLITION AND REMODEL SHALL BE INFILLED AND

FINISHED TO MATCH EXISTING. IF MATERIALS FOR REPAIR TO

MATCH EXISTING ARE NOT AVAILABLE (IE GLAZED WALL TILE),

GROUT ABANDONED PENETRATION FULL AND FINISH FLUSH.

PRIOR APPROVAL OF THE OWNER MUST BE OBTAINED

BEFORE ANY PROPOSED NON-SIMILAR FINISH WORK BEGINS.

4. DISCONNECT AND REMOVE ALL PREVIOUSLY ABANDONED

PIPING WITHIN THE PROJECT AREA. REMOVE

EXISTING/ABANDONED HANGERS AND SUPPORTS IF DEEMED

NOT REUSABLE.

5. ALL PIPING SHOWN IS BASED ON ORIGINAL DRAWINGS AND

LIMITED SITE OBSERVATIONS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS

PRIOR TO COMMENCING WORK.

6. ALL PIPING ASSOCIATED WITH EXISTING SYSTEMS SHALL BE

DEMOLISHED. NO PIPING SHALL BE ABANDONED.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR DRAINING PIPING

SYSTEMS TO BE CUT, CAPPED OR REMOVED. DISCHARGE

FROM SUCH SYSTEMS SHALL BE APPROPRIATELY DISPOSED

OF PER FEDERAL, STATE AND LOCAL REQUIREMENTS.

8. CONTRACTOR SHALL REMOVE ALL CONTROLS WITHIN THE

PROJECT AREA NOT ASSOCIATED WITH NEW SYSTEMS'

REQUIREMENTS AND PATCH REMAINING OPENINGS.

COORDINATE WITH CONTROLS VENDOR.

9. DISCONNECT AND REMOVE ALL ACCESSORIES AND

CONTROLS (INCLUDING PNEUMATIC CONTROL TUBING,

CONDUIT/WIREMOLD AND WIRING) ASSOCIATED WITH

COMPONENTS OF EXISTING SYSTEM INDICATED TO BE

DEMOLISHED.

10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER

FOR ANY EQUIPMENT THE BUILDING AND GROUNDS

DEPARTMENT MAY WISH TO RETAIN AFTER REMOVAL. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL

REMOVED AND/OR DEMOLISHED EQUIPMENT THE OWNER

CHOOSES NOT TO RETAIN.

11. COORDINATE WITH GENERAL CONTRACTOR FOR FLOOR,

WALL AND ROOF PATCHING REQUIRED DUE TO

PENETRATIONS RESULTING FROM DEMOLITION OF EXISTING

AND INSTALLATION OF NEW EQUIPMENT AND COMPONENTS.

12. CONTRACTOR IS RESPONSIBLE TO VERIFY ACTUAL NUMBER

AND LOCATION OF SYSTEMS AND COMPONENTS TO BE

DEMOLISHED AND REMOVED.

13. OWNER SHALL HAVE FIRST SALVAGE RIGHTS TO ALL

REMOVED EQUIPMENT AND MATERIALS. UNLESS NOTED

OTHERWISE, CONTRACTOR SHALL BE RESPONSIBLE FOR

PROPER AND TIMELY DISPOSAL OF ALL CONSTRUCTION

DEBRIS INCLUDING BUT NOT LIMITED TO EQUIPMENT AND

MATERIALS NOT CLAIMED BY OWNER TO AN EPA APPROVED,

ENVIRONMENTALLY RESPONSIBLE, RECYCLE FACILITY OR

LANDFILL.

14. TO MINIMIZE DISRUPTIONS, COORDINATE ALL DEMOLITION

WITH OWNER, GENERAL CONTRACTOR, OR CONSTRUCTION

MANAGER BEFORE SHUTTING DOWN ANY UTILITY OR SIMILAR

SYSTEM. SHUTDOWNS FOR UTILITIES OR SIMILAR SYSTEMS

SHALL BE REQUESTED WELL IN ADVANCE PER THE

SPECIFICATION.

15. ALL WORK WITHIN THE CONTRACT DOCUMENTS, WHICH

INCLUDE THIS DRAWING, SHALL BE COMPLETED IN A SAFE

WORKMANLIKE MANNER AND IN ACCORDANCE WITH ALL

APPLICABLE STATE, LOCAL AND NATIONAL CODES,

REGULATIONS AND ORDINANCES. IF ANY CONFLICTS ARISE

BETWEEN THE CONTRACT DOCUMENTS AND THE APPLICABLE

CODES, REGULATIONS OR ORDINANCE, THE CONTRACTOR

SHALL BE RESPONSIBLE TO HAVE ALL WORK CONFORM TO

THE STRICTER OF SAID REQUIREMENTS.

16. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

PERMITS AND INSPECTIONS AS REQUIRED. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO PROVIDE BOTH A

COMPLETE AND COMPLIANT INSTALLATION AS MAY BE

DETERMINED BY THE AUTHORITY(S) HAVING JURISDICTION.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING

THE WATERTIGHT AND WEATHER-PROOF INTEGRITY OF

ROOFS, WALLS AND FLOORS DURING CONSTRUCTION. EACH

TRADE SHALL LOCATE/DIMENSION/COORDINATE THEIR ROOF,

FLOOR AND WALL OPENINGS WITH THE GENERAL

CONTRACTOR (GC) OR CONSTRUCTION MANAGER.

PLUMBING DEMOLITION

PIPE SIZE AND SYSTEM TAG (DIAMETER)

1/4" / 12"

PIPE SLOPE TAG

PIPE INVERT ELEVATION TAG

EXISTING TO REMAIN

TO BE DEMOLISHED

DOMESTIC COLD WATER

NATURAL GAS

SANITARY SEWER

SANITARY VENT

STORM DRAINAGE

STORM DRAINAGE-OVERFLOW

DOMESTIC WATER METER

BALANCING VALVE

BALL VALVE

CHECK VALVE

THREE WAY VALVE

PRESSURE REDUCING VALVE

SOLENOID VALVE

BUTTERFLY VALVE

I.E. 100'-0 27/64"

2" CW

OST

ST

V

SAN

NG

CW

SAN

ELBOW UP

ELBOW DOWN

PIPE OFFSET UP

PIPE OFFSET DOWN

PIPE TEE TURNED UP

PIPE TEE TURNED DOWN

PIPE TEE

PIPE CAP

PIPE UNION

PIPE TRANSITION

KEYNOTE

CAP EXISTING PIPE

NEW CONNECTION INTO EXISTING PIPE

DETAIL NUMBER

SHEET NUMBER ON

WHICH THE DETAIL

RESIDES

THERMOMETER

A

G

S

ANCHOR

GUIDE

SUPPORT

PRESSURE GAUGE

6" CW UP

6" HW DN

PLUMBING SYMBOLS LEGEND

SAN

SYMBOLS

& AND

@ AT

# NUMBER or POUND

A

ACU AIR CONDITIONING UNIT

AD AREA DRAIN

ADJ ADJUSTABLE/ADJACENT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

AMB AMBIENT

AP ACCESS PANEL

APPROX APPROXIMATE(LY)

AR ACID-RESISTANT

AS AIR SEPARATOR

ASSY ASSEMBLY

ATM ATMOSPHERE

AUX AUXILIARY

AV ACID VENT

AVG AVERAGE

AW ACID WASTE

B

BAS BUILDING AUTOMATION SYSTEM

BFF BELOW FINISHED FLOOR

BFP BACKFLOW PREVENTER

BHP BRAKE HORSEPOWER

BLDG BUILDING

BMS BUILDING MANAGEMENT SYSTEM

BOP BOTTOM OF PIPE

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNITS PER HOUR

C

C COMPRESSOR (AIR)

CAL CALIBRATE

CAP CAPACITY

CCR CONCENTRIC REDUCER

CCW COUNTER CLOCKWISE

CIP CAST IRON PUMP

CIRC CIRCULATING

CISP CAST IRON SOIL PIPE

CL CENTER LINE

CLG CEILING

CLR CLEAR(ANCE)

CLW CLOCKWISE

CO CLEANOUT

COND CONDENSATE

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACTOR

COORD COORDINATE

CP CIRC PUMP

CSS CLINICAL SERVICE SINK

CT COOLING TOWER

CTRL CONTROL

CU COPPER

CU FT CUBIC FEET

CU IN CUBIC INCH

D

°/DEG DEGREE

°C DEGREES CELSIUS

°F DEGREES FAHRENHEIT

DB DRY BULB

DDC DIRECT DIGITAL CONTROLS

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGRAM

DIP DUCTILE IRON PIPE

DN DOWN

DR DRAIN

DV DRAIN VALVE

DW DISHWASHER

DWG DRAWING

DWV DRAIN WASTE & VENT

E

EA EACH

ECCR ECCENTRIC REDUCER

EER ENERGY EFFICIENCY RATIO

EEW EMERGENCY EYE WASH

EF ENERGY FACTOR

ELEV ELEVATION

ELEC ELECTRICAL

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EMERGENCY SHOWER / EYE WASH

ET EXPANSION TANK

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EWT ENTERING WATER TEMPERATURE

EX EXISTING

F

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FPT FEMALE PIPE THREAD

FS FLOOR SINK

FSEC FOOD SERVICE EQUIPMENT CONTRACTOR

FTHD FOOT HEAD OR PRESSURE DROP

FW FEEDWATER

FWP FIRE WATER PUMP

G

G GAS

GA GAUGE

GAL GALLON

GC GENERAL CONTRACTOR

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GV GREASE VENT

GWH GAS FIRED WATER HEATER

H

H&CW HOT AND COLD WATER

HB HOSE BIBB

HG MERCURY

HORIZ HORIZONTAL

HP HORSEPOWER

HVAC HEATING, VENTILATION, AIR CONDITIONING

HZ HERTZ (FREQUENCY)

I

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCHES

IN WC INCHES (WATER COLUMN)

INS INSULATION

INSTR INSTRUMENT

IP IRON PIPE

IPS IRON PIPE SIZE

ISO ISOMETRIC

J

JS JANITOR'S SINK

K

K KELVIN

KW KILOWATT

KWH KILOWATT HOUR

L

LAV LAVATORY

LB(S) POUND(S)

LWT LEAVING WATER TEMPERATURE

M

MAINT MAINTENANCE

MAX MAXIMUM

MBH BRITISH THERMAL UNIT (1000/HR)

MC MECHANICAL CONTRACTOR

MCC MOTOR CONTROL CENTER

MCA MINIMUM CIRCUIT AMPS

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM OR MINUTE

MISC MISCELLANEOUS

MOV MOTOR OPERATED VALVE

MPT MALE PIPE THREAD

N

NA NOT APPLICABLE

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

O

OD OUTER DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

ORD OVERFLOW ROOF DRAIN

OST OVERFLOW STORM

P

PG PRESSURE GAUGE OR PROPYLENE GLYCOL

PH PHASE

PLBG PLUMBING

PRV PRESSURE RELIEF VALVE OR PRESSURE

REGULATING VALVE

PSIA POUNDS PER SQUARE INCH ABSOLUTE

PSIG POUNDS PER SQUARE INCH GAUGE

R

RD ROOF DRAIN

RECIRC RECIRCULATE(ING)

REFR REFRIGERATION

REQD REQUIRED

RHC REHEAT COIL

RPM REVOLUTIONS PER MINUTE

RPZ REDUCED PRESSURE ZONE

S

SCH SCHEDULE

SCHM SCHEMATIC

SEER SEASONAL ENERGY EFFICIENCY RATIO

SF SQUARE FEET

SHT SHEET

SK SINK

SP SUMP PUMP OR STATIC PRESSURE

SPEC SPECIFICATION(S)

SQ IN SQUARE INCH

SS STAINLESS STEEL

STBY STANDBY

STD STANDARD

STL STEEL

SUCT SUCTION

SV SAFETY VALVE

SYS SYSTEM

SRV SAFETY RELIEF VALVE

T

T THERMOSTAT

TCC TEMPERATURE CONTROL CONTRACTOR

TD TRENCH DRAIN

TEFC TOTALLY ENCLOSED FAN COOLED

TEMP TEMPERATURE OR TEMPORARY

THRU THROUGH

TOP TOP OF PIPE

TP TOTAL PRESSURE

TYP TYPICAL

U

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

V

VAC VACUUM

VBX VALVE BOX

VD VOLUME DAMPER

VEL VELOCITY

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VTR VENT THRU ROOF

W

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET

WH WATER HEATER OR WALL HYDRANT

WHA WATER HAMMER…