rendon st. warehouse phase i and phase ii 950 south rendon street ...

RENDON ST. WAREHOUSE PHASE I AND PHASE II 

950 SOUTH RENDON STREET 

NEW ORLEANS, LOUISIANA 

100% CONSTRUCTION DOCUMENTS 

12.10.12 

PROJECT DIRECTORY 

INDEX OF DRAWINGS 

PROJECT LOCATION MAP 

OWNER 

CITY OF NEW ORLEANS CAPITAL PROJECTS 

ADMINISTRATION 

1300 PERDIDO STREET 

CITY HALL ROOM 6E15 

NEW ORLEANS, LA 70112 

PHONE: 504-658-8668 

CONTACT: DANIEL McELMURRAY 

ARCHITECT 

PEREZ, A PROFESSIONAL CORPORATION 

317 BURGUNDY STREET, SUITE 11 

NEW ORLEANS, LA. 70112 

PHONE: (504) 584-5100 

FAX: (504) 584-5140 

CONTACT: DANIEL C. TAYLOR, AIA 

MECHANICAL CONSULTANT 

EMB LLC 

717 S. FOSTER DR. 

BATON ROUGE, LA 70809 

PHONE: 225-247-0129 

CONTACT: FLETCHER LUKE, P.E. 

ELECTRICAL CONSULTANT 

CRAIG HEBERT ENGINEERING INC 

321 TRAVIS STREET, SUITE B 

LAFAYETTE, LA 70503 

PHONE: 337-261-9633 

FAX: 337-280-2595 

CONTACT: CRAIG HEBERT, P.E. 

STRUCTURAL / CIVIL CONSULTANT 

ALL SOUTH CONSULTING ENGINEERS 

652 PAPWORTH AVENUE 

METAIRIE, LA 70005 

PHONE: 504-322-2783 

FAX: 504-322-2787 

CONTACT: DAVID BOUDREAUX, P.E. 

INFORMATION 

T1.00 COVER 

T1.01 INFORMATION SHEET 

LS1.00 LIFE SAFETY PLANS 

-- SITE SURVEY 

PHASE I CIVIL 

C1.00 DEMOLITION PLAN 

C2.00 CIVIL SITE PLAN 

C3.00 GRADING PLAN 

C4.00 DETAIL SHEET - I 

C4.01 DETAIL SHEET II 

C4.02 DETAIL SHEET III 

PHASE I ARCHITECTURAL DEMOLITION 

D1.00 EXISTING CONDITIONS - FIRST FLOOR 

D1.01 EXISTING CONDITIONS - SECOND FLOOR 

D1.02 FIRST FLOOR DEMO & REPAIR PLAN 

D1.03 SECOND FLOOR DEMO & REPAIR PLAN 

D1.04 ROOF DEMO & REPAIR PLAN 

PHASE I - ARCHITECTURE 

G1.00 OVERALL SITE PLAN 

AA1.01 FIRST FLOOR PLAN 

AA1.02 SECOND FLOOR PLAN 

AA1.03 ROOF PLAN 

AA1.04 ROOF & MISC DETAILS 

AA1.05 ROOF DETAILS 

AA1.06 ENLARGED PLANS 

AA1.07 PARTITION TYPES 

AA3.00 EXTERIOR ELEVATIONS 

AA3.01 EXTERIOR ELEVATIONS 

AA4.01 BUILDING SECTIONS 

AA4.02 BUILDING SECTIONS 

AA4.03 ELEVATOR SECTIONS, PLANS & DETAILS 

AA5.00 WALL SECTIONS 

AA5.01 WALL SECTIONS 

AA6.00 WALL DETAILS 

AA6.01 PLAN & MISC. DETAILS 

AA7.00 FIRST FLOOR FURNITURE PLAN 

AA7.01 SECOND FLOOR FURNITURE PLAN 

AA7.02 INTERIOR ELEVATIONS 

AA8.00 DOOR SCHEDULE & TYPES 

AA8.01 DOOR DETAILS 

PHASE I STRUCTURAL 

SA1.00 GENERAL NOTES 

SA1.01 LOADING DOCK FOUNDATION DETAILS 

SA1.02 LOADING DOCK REINFORCEMENT DETAILS 

SA1.03 LOADING DOCK LEVELER FOUNDATION 

SA1.05 FLOOD WALL AND PANEL DEMO PLANS 

SA1.06 ELEVATOR PIT DETAILS 

SA1.07 ELEVATOR FRAMING DETAILS 

SA1.08 ELEVATOR PIT AND FRAMING DETAILS 

SA1.09 CONNECTION DETAILS 

SA1.10 ELEVATOR PENTHOUSE FRAMING DETAILS 

SA1.11 MISCELLANEOUS DETAILS 

SA1.12 FRAMING DETAILS 

PHASE I MECHANICAL 

MA1.00 PHASE I MECHANICAL COVER SHEET 

MA1.01 PHASE I MECHANICAL DEMOLITION FLOOR PLAN 

MA1.02 PHASE I MECHANICAL DEMOLITION FLOOR PLAN 

MA1.03 PHASE I MECHANICAL DEMOLITION ROOF PLAN 

MA2.01 PHASE I MECHANICAL FLOOR PLAN 

PHASE I PLUMBING 

PA1.01 PHASE I PLUMBING FLOOR PLAN 

PA2.01 PHASE I PLUMBING PLANS 

PA2.02 PHASE I PARTIAL PLUMBING PLANS 

PA4.01 PHASE I PLUMBING SCHEDULES 

PHASE I SPRINKLER 

SPA1.01 PHASE I SPRINKLER FLOOR PLAN 

SPA1.02 PHASE I SPRINKLER FLOOR 

SPA2.01 PHASE I SPRINKLER DETAILS 

PHASE I ELECTRICAL 

EA1.00 ELECTRICAL SCHEDULES & RISER 

EA1.01 ELECTRICAL SITE PLAN 

EA1.02 FIRST FLOOR LIGTHING &POWER DEMOLITION PLAN 

EA1.03 SECOND FLOOR LIGHTING & POWER DEMOLITION PLAN 

EA1.04 FIRST FLOOR FIRE ALARM DEMOLITION PLAN 

EA1.05 SECOND FLOOR FIRE ALARM DEMOLITION PLAN 

EA1.06 ROOF ELECTRICAL DEMOLITION PLAN 

EA1.07 FIRST FLOOR LIGHTING PLAN 

EA1.08 SECOND FLOOR LIGTHING PLAN 

EA1.09 FIRST FLOOR POWER PLAN 

EA1.10 SECOND FLOOR POWER PLAN 

EA1.11 FIRST FLOOR SPECIAL SYSTEMS PLAN 

EA1.12 SECOND FLOOR SPECIAL SYSTEMS PLAN 

EA.1.13 ROOF ELECTRICAL PLAN 




DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

COVER 

SHEET NO 

T1.00 



12.10.12 

01-08-1070-00 

DESCRIPTION 


PJ 

CP

GRAPHICAL KEY: 

1 HOUR FIRE RATED WALL 

PATH OF TRAVEL 

3'-0" 

FE 

FIRE EXTINGUISHER 

RESTROOM 

122 

BREAKROOM 

123 

STORAGE 

124 

HALL 

121 

112' TRAVEL DISTANCE 

FE 

CR 

OPEN SERVICE AREA 

205 

MEETING ROOM 

126 

STORAGE 

128 


CR 

STAIR #2 

209 

FREIGHT 

ELEVATOR 

206 


HALLWAY 

204 

EX. EX. RESTROOM 

ELEVATOR 201 

213 EX. CLOSET 

202 

FE 

DN UP DN 

FE 

STAIR #1 

203 

DATA ROOM 

130 

2 SECOND FLOOR LIFE SAFETY PLAN 

SCALE: 1/16" = 1'-0" 

GRAPHICAL KEY: 

FE 

1 HOUR FIRE RATED WALL 

PATH OF TRAVEL 

FIRE EXTINGUISHER 

CR 

RESTROOM 

122 

MEETING ROOM 

126 

BREAKROOM 

123 

HALL 

121 

STORAGE 

128 

STORAGE 

124 

CR 

3 

LS1.00 

3 SECOND FLOOR LIFE SAFETY PLAN 

SCALE: 1/16" = 1'-0" 





DATA ROOM 

130 

DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

REVISIONS: 


FE 

FE 

NO 

DATE 

DESCRIPTION 

FE 

FE 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 



SHEET TITLE 

FE 

1 FIRST FLOOR LIFE SAFETY PLAN 

SCALE: 1/16" = 1'-0" 

FE 

LIFE SAFETY PLANS 

SHEET NO 

LS1.00

S. R E N D O N S T. 

S. S A L C E D O S T. ( S I D E )

PALMETTO ST. 

REMOVE EXIST. 

LIGHT POLE 

SAW CUT & REMOVE 

EXIST. PAVEMENT 

28'-6" 9' 6' 

EXIST. 

BUILDING 

HOWARD AVE. 

REMOVE EXIST. 

OVERHEAD LINE 

REMOVE EXIST. 

CONCRETE SLAB 

55' 

23'-3" 

6'-3" 

REMOVE EXIST. 

(3)- BOLLARDS 

REMOVE LOADING 

DOCK & STAIR 

REMOVE DOCK 

LEVELER & SIDEWALK 

WV 

DEMOLITION NOTES 

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 

FIELD VERIFY THE LOCATION AND DEPTH OF ALL 

UTILITIES BEFORE STARTING DEMOLITION. 

2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS 

BEFORE DEMOLITION. 

3. DO NOT CLOSE, SHUT OFF OR DISRUPT EXISTING LIFE 

SAFETY SYSTEMS THAT ARE IN USE WITHOUT PRIOR 

NOTIFICATION TO THE OWNER. 

4. PROTECT EXISTING UTILITIES TO REMAIN FROM DAMAGE. 

DO NOT DISRUPT PUBLIC UTILITIES WITHOUT PERMIT 

FROM AUTHORITY HAVING JURISDICTION. 

5. PREPARE DEMOLITION AREAS BY DISCONNECTING AND 

CAPPING UTILITIES OUTSIDE THE DEMOLITION ZONE IF 

ANY. IDENTIFY AND MARK UTILITIES TO BE 

SUBSEQUENTLY RECONNECTED, 

6. CONTRACTOR SHALL PROVIDE PROTECTION TO 

EXISTING UTILITIES AND STRUCTURES THAT ARE TO 

REMAIN AND THE BUILDING. REPAIR CONTRACTOR 

CAUSED DAMAGES AT NO ADDITIONAL COST TO THE 

OWNER. 

7. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED 

TO THE ENGINEER. 

REMOVE 

EXIST. POLE 

169'-3" 

REMOVE EXIST. 

OVERHEAD LINE 

INTEGRITY OF STRUCTURES TO REMAIN. 

9. ALL DEMOLITION WORKS SHALL BE EXECUTED IN 

CONFORMANCE WITH ALL CODES AND ORDINANCES AS 

SET BY THE GOVERNING AUTHORITIES. 

10. SALVAGE IS DEFINED AS THE CAREFUL REMOVAL AND 

RETAINING OF ITEMS AS SHOWN IN DRAWINGS FOR 

POSSIBLE RE-USE OR DELIVERY TO OWNER. 

11. NO SOILS MAY BE REMOVED FROM THIS SITE WITHOUT 

PRIOR APPROVAL FROM LDEQ UNLESS THEY ARE 

REMOVED AND DISPOSED AT A PERMITTED DISPOSAL 

FACILITY. 

12. ANY CAVITIES LEFT BY STRUCTURE REMOVAL SHALL BE 

BACKFILLED AND COMPACTED TO THE SATISFACTION OF 

THE ENGINEER. 

13. ALL DEMOLISHED MATERIAL BECOMES THE PROPERTY 

OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED. 

DISPOSE OF ALL TRASH AND RUBBISH OFF THE OWNER'S 

PROPERTY. 

14. THE CONTRACTOR SHALL CONTROL DUST AND DIRT 

CAUSED BY THE DEMOLITION WORK. 

15. CONTRACTOR SHALL COORDINATE WITH ENTERGY 

WHILE REMOVING POWER/ LIGHT POLES AND 

OVERHEAD WIRES. 

RENDON ST. 

DEMOLITION PLAN 

(SCALE: 1"=20'-0") 

REMOVE 

EXIST. POLE 

REMOVE EXIST. 

OVERHEAD LINE 

X 

G 

WM 

WV 

S 

99'-2" 

LEGEND 

G 

W 

T 

D 

EXIST. FENCE 

PROPERTY LINE 

GAS LINE 

OVERHEAD UTILITY LINES 

GAS MANHOLE 

WATER MANHOLE 

WATER METER 

WATER VALVE 

FIRE HYDRANT 

DRAIN MANHOLE 

SEWER MANHOLE 

POWER POLE 

LIGHT POLE 

TELEPHONE MANHOLE 

EXIST. CATCH BASIN 


DATE: 

PROJECT NO: 

REVISIONS: 

NO DATE 



12.10.12 

01-08-1070-00 

DESCRIPTION 


8. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND 

BRACING NECESSARY TO MAINTAIN STRUCTURAL 

INTEGRITY OF STRUCTURES TO REMAIN. 

ALL DEMOLITION WORKS SHALL BE EXECUTED IN 

16. ALL EXISTING EXTERIOR SIGNAGE SHALL BE REMOVED. 

17. CONTRACTOR SHALL SAW CUT EXIST. PAVEMENT TO THE 

AREA SHOWN. 

N 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

RKR 

DFB 

DEMOLITION PLAN 

SHEET NO 

CA1.00

HOWARD AVE. 

WV 

1'-6" 

15' (TYP.) 

50' 

REPAIR APPROX. 500 L.F. OF 

EXIST. FENCE w/ LIKE IN KIND. 

REPLACE ALL RAZOR WIRE IN KIND 

ASPHALT PAVEMENT REPAIR @ 

LOCATION OF POLE REMOVAL 

9' 

1'-6" 6' 1'-6" 

WHEEL STOP 

PARKING 

STRIPING 

PAINT PARKING STRIPES 

AND BOLLARDS (YELLOW) 

TYP. PARKING SPOT PLAN 

WITH WHEEL STOP 

PATCH & RESEAL EXIST. 

ASPHALT PAVING AS REQ'D 

STRIPING AREA 

(YELLOW) OVER NEW 

ASPHALT PAVEMENT 

MODIFY EXIST. GATE 

TO INCORPORATE 30' 

OPENING 

REQUIRED ASPHALT PAVING 

AFTER WIDENING OF THE GATE 

15' 

STRIPING LETTERS 

(YELLOW) 

3'-6" 

8' 

3'-6" 

14' 

55' 

1'-6" 

28'-6" 

23'-3" 

NO PARKING 

43'-5" 

EXIST. 

STOOP 

6" BOLLARD (SEE 

DET. ON SHT. CA4.02) 

(TYP.) 

TYP. PARKING SPOT PLAN 

WITH BOLLARDS 

NEW CONCRETE 

FILLED BOLLARDS 

43'-5" 

PARKING 

STRIPING 

168'-11" 

(FLOOR LEVEL: 22.7') 

LOADING DOCK ADDITION 


CLEAR ALL VEGETATION & DEBRIS; SPREAD 4" 

CRUSHED STONE OVER FABRIC LINER (NOTIFY 

ARCHITECT/OWNER BEFORE PROCEEDING) 

EXIST. 

BUILDING 

RENDON ST. 

CIVIL SITE PLAN 

(SCALE: 1"=20'-0") 

GENERAL NOTES: 

NEW DUMPSTER PAD 

(SEE SHT. CA4.00) 

REPAIR ASPHALT 

PAVEMENT (SEE 

SHT. CA3.00) 

REQUIRED ASPHALT 

PAVEMENT(SEE SHT. 

CA3.00) 

REPAIR EXIST. 

GATE 

REPAINT EXIST. 

BOLLARDS 

(SEE NOTE 13) 

FLUSH THE SIDEWALK 

EDGE TO MATCH 

EXISTING 

1. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES AND 

PROCEDURES OF CONSTRUCTION WHILE MAINTAINING SAFE WORK CONDITIONS. CONTRACTOR SHALL OBSERVE 

ALL OSHA AND ANY OTHER REGULATIONS PERTAINING TO SAFETY. 

2. CONTRACTOR SHALL VISIT THE SITE AND EXAMINE AND NOTE ALL CONDITIONS AS TO THE CHARACTER AND 

EXTENT OF THE WORK INVOLVED. THE CONTRACTOR SHALL ASSUME ALL THE RESPONSIBILITY FOR ALL LAYOUT 

WORK. 

3. THE CONTRACTOR, AT HIS OWN EXPENSE, MAY MAKE ADDITIONAL SURVEYS AND INVESTIGATIONS AS HE DEEMS 

NECESSARY TO DETERMINE EXISTING CONDITIONS. 

4. CONTRACTOR SHALL ENSURE THAT ALL VEHICLES USED ON THIS PROJECT FOR TRANSPORTATION OF 

MATERIALS ARE UNDER THE MAXIMUM ALLOWABLE LOADING FOR ROADS AND BRIDGES USED TO ACCESS THIS 

PROJECT. 

5. CONTRACTOR SHALL AT ALL TIMES CONDUCT ANY CONSTRUCTION WORK AS TO INSURE THE LEAST 

INCONVENIENCE TO THE PUBLIC AND ADJACENT PROPERTY OWNERS. 

6. ALL CONSTRUCTION MATERIAL AND PROCEDURE SHALL CONFORM TO THE LOUISIANA STANDARD 

SPECIFICATIONS FOR ROADS AND BRIDGES (DOTD) LATEST EDITION UNLESS OTHERWISE SPECIFIED. 

DEVIATIONS FROM THE SPECIFICATIONS SHALL HAVE TO BE APPROVED BY ENGINEER AND THE OWNER. 

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYING OUT THE WORK AND VERIFYING ALL MEASUREMENTS 

AND GRADES PRIOR TO BEGINNING OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 

TO ESTABLISH THE PROJECT LINE AND ADDITIONAL TEMPORARY BENCH MARKS FOR CONSTRUCTION PURPOSES 

BEFORE DESTROYING EXISTING MONUMENTS/ NAILS/ CROSS CUTS, ETC.. 

8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING 

UTILITIES BEFORE STARTING CONSTRUCTION. 

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES WHICH OCCURS DURING 

CONSTRUCTION AND SHALL IMMEDIATELY REPORT ANY DAMAGE TO THE UTILITY ENTITIES & ENGINEER. 

DREXEL DR. PALMETTO ST. 

PLUG & ABANDON 

EXIST. PIPES 

APPLY ASPHALT 

SEALANT TO PARKING & 

DRIVING SURFACES 

REPAINT PARKING 

STRIPES 

REPAINT EXIST. WHEEL 

STOPS (YELLOW) 


---- 

DATE: 

PROJECT NO: 




12.10.12 

01-08-1070-00 

6' 

6" 

6" 

1" 

6" 6" 

4" 

10. CONTRACTOR SHALL MAINTAIN ADEQUATE SURFACE DRAINAGE AWAY FROM THE BUILDING AT ALL TIMES. 

11. DIMENSIONS AND/OR ELEVATIONS MARKED N.T.S. ARE NOT SHOWN TO SCALE. 

12. ASPHALT SECTION SHALL BE CONSTRUCTED AT ALL PLACES SPECIFIED AS PER SHEET CA3.00 AND 

SPECIFICATIONS. 

13. CONTRACTOR SHALL REPAINT ALL EXISTING BOLLARDS TO MATCH EXISTING. CONTRACTOR SHALL LOCATE 

MISSING BOLLARDS WITHIN THE SITE AND PLACE THEM IN RESPECTIVE PLACES. REMOVABLE BOLLARDS AND 

SLEEVES ARE TO REMAIN & REPAINT WHITE TO MATCH EXISTING. 

REVISIONS: 

NO 

DATE 

DESCRIPTION 

# 4 REBAR 

SURFACE OF PAVEMENT 

1 

CA2.00 

WHEEL STOP 

N.T.S 

* No. 4 REBAR EMBEDDED 4" INTO PAVEMENT AND CUT 1" BELOW TOP 

OF WHEEL STOP. REBAR TO BE ATTACHED WITH EPOXY RESIN TO 

WHEEL STOP. WIPE EPOXY FLUSH WITH TOP OF WHEEL STOP. WHEEL 

STOP SHALL BE 6"X6"X6'. 

14. THE FIRST FLOOR LEVEL(LOWER) AS PER SURVEY IS 22.7' (WHICH IS SAME AS 100.00 AS PER ARCH. DWG.). 

15. ENTIRE ASPHALT PAVEMENT SHALL BE APPLIED WITH MAXX 1000 SEALER BY GARDNER GIBSON (OR APPROVED 

EQUAL). 

N 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

CIVIL 

SITE PLAN 

SHEET NO 

CA2.00 

TFR 

DFB

EXIST. BUILDING 

NEW ASPHALT PAVEMENT 

(SEE ASPHALT REPAIR 

SECTION, THS. SHT.) 

NOTE: 

- FOR "NO PARKING" STRIPING 

SEE SHT. CA2.00 

- PROPOSED EL. 

- EXISTING EL. 

REQUIRED ASPHALT PAVING 

AFTER WIDENING OF THE GATE 


LOADING DOCK ADDITION 


SITE GRADING PLAN 

(SCALE: 1"=10'-0") 

MATCH EXIST. ELEVATION 

NEW 

DUMPSTER PAD 

REQUIRED ASPHALT 

PAVEMENT 





EXIST. ASPHALT 

PAVEMENT 

8" MIN. OF 

CRUSHED STONE 

BASE COMPACTED 

TO 95% MAX. 

DENSITY OR 

APPROVED EQUAL 

COAT EDGES OF 

EXIST. PAVEMENT w/ 

APPROVED TACK 

COAT 

ASPHALT REPAIR SECTION 

(SCALE: 1"=1'-0") 

CUT & REMOVE EXIST. ASPHALT 

PAVEMENT AND REPLACE WITH NEW 

HOT MIX ASPHALTIC CONCRETE. NEW 

ASPHALTIC CONCRETE SHALL BE THE 

GREATER OF 7" MIN.(2" WEARING, 5" 

BINDER) OR THICKNESS OF EXIST. 

PAVEMENT 

GEOGRID 

GEOTEXTILE 

FABRIC 

10" THICK 

SAND FILL 

EXIST. 

THICKNESS 

REQUIRED 

SAND FILL 

6" 

18" 

REQUIRED BASE 

THICKNESS AT THE EDGES 

ASPHALT REPAIR AT THE EDGES 

(for repair area greater than 100.0 S.F ) 

(SCALE: 1"=1'-0") 

8" 

6" 

10" 

EXIST. 

PAVEMENT 

ASPHALT APPLICATION NOTES: 

1. SAW CUT AND REMOVE EXIST. PAVEMENT TO THE AREAS 

AND DEPTH AS REQUIRED. 

2. SURFACE PREPARATION: REMOVE LOOSE MATERIAL AND 

COMPACT SUB BASE. PROOF ROLL TO CHECK UNSTABLE 

AREAS. 

3. INSTALL GEOTEXTILE FABRIC AND GEOGRID AS PER 

MANUFACTURER. 

4. PLACE BASE MATERIAL AS PER SPECIFICATION AND 

COMPACT. 

5. APPLY TACK COAT OVER CONTACT SURFACES OF EXIST. 

PAVEMENT. 

6. APPLY PRIME COAT OVER COMPACTED BASE COURSE. 

7. PROVIDE AND PLACE BINDER COURSE AND WEARING 

COURSE AS PER SPECIFICATIONS. 

8. FOR ASPHALT REPAIR AREA GREATER THAN 100.0 S.F, 

THE CRUSHED STONE BASE THICKNESS AT EDGES SHALL 

BE INCREASED TO 18" AS SHOWN IN DETAIL BELOW. 

DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

12.10.12 

01-08-1070-00 

DESCRIPTION 

GRADING PLAN 

SHEET NO 

CA3.00 

TFR 

DFB

6 

1'-3" 

X 

CA4.02 

4'-6" 

15'-4" 

8" TH. CONCRETE WALL(SEE 

TYP. REINFORCEMENT DETAIL 

FOR STAIR, SHT. CA4.02) 

EXIST. BLDG. 

5'-6" 

6 

E 

CA4.00 

1 

1 

CA4.01 

A 

CA4.00 

2 

12" TIMBER PILE 

(TYP.- 6 No.s 

REQ'D) 

EXIST. BLDG. 

EDGE 

3 

CA4.01 

NEW LOADING DOCK ADDITION 

(SEE STRUCTURAL DWG.) 

6'-9" 

2'-9" 

2'-9" 

10" 

8" TH. SLAB 

ABOVE 

CONCRETE WALL 

1'-3" 

4'-6" 

CMU WALL 

(SEE SHT. 

CA4.02) 

DUMPSTER 

CAN 

FD 

Y 

CA4.02 

9" 

6'-9" 

13'-4" 

A 

B 

20'-1" 

4'-6" 2' 

12'-6" 

2 

CA4.01 

E 

CA4.00 

1'-6" 

A 

CA4.00 

B 

A 

A 

CA4.00 

D 

C 

B 

CA4.00 

E 

F 

A 

B 

LABEL 

SLAB REINFORCEMENT SCHEDULE 

BAR SIZE/ SPACING/ 

LOCATION 

A #4 @ 8" O.C. BOT CONTINUOUS 

B #4 @ 8" O.C. BOT CONTINUOUS 

C #4 @ 8" O.C. TOP CONTINUOUS 

D #4 @ 8" O.C. TOP CONTINUOUS 

E #4 @ 8" O.C. CONTINUOUS 

F #4 @ 8" O.C. CONTINUOUS 

NOTES 

C 

C 

EXIST. COLUMN 

LINE 

CONCRETE FILLED 

BOLLARD 


NOTE: 

- FOR FLOOR DRAIN & 

HOT/ COLD WATER 

CONN., SEE MECH. DWG. 

2- #5 T & B 

(TYP.) 

3" CL 

℄ 

1'-6" 

CMU WALL 

(SEE SHT. 

CA4.02) 

3" CL 

DUMPSTER SLAB PLAN 

(SCALE: 3 8"=1'-0") 

DOUBLE SWING GATE 


NOTE: 

SLAB REINFORCEMENT NOT 

SHOWN FOR CLARITY. SEE 

PLAN ON THIS SHT. 

#3 STIRRUP 

@ 1'-6" O.C. 

VAPOR 

BARRIER 

12" TIMBER PILE, 

60' LENGTH 

6" 

6" 

1' 

3" CL 

3" CL 

T.O. SLAB 

1'-6" 

8" TH. APROACH SLAB 


T.O. SLAB 

1'-9" 

6" 

1'-3" 

9" 

3" CL 

3" CL 

#3 STIRRUP 

@ 1'-6" O.C. 

VAPOR 

BARRIER 


60' LENGTH 

EXIST. COLUMN 

LINE 

LOADING DOCK 

EDGE LINE 

3" CL 

℄ 

2' 

1'-3" 

2" CL 

3" CL 

D 

CA4.00 

4' 

6" 

5- #5 

(TYP.) 

1 

8" 

1'-1" 

10'-10" 

C 

CA4.00 

14'-10" 6' 

DUMPSTER PAD 

REINFORCEMENT PLAN 

(SCALE: 3 8"=1'-0") 

2- #5 T & B 

(TYP.) 

2" CL 

℄ 

1'-6" 

2 

3" CL 

#3 STIRRUP 

@ 1'-6" O.C. 

VAPOR 

BARRIER 


60' LENGTH 

T.O. SLAB 

6" 

3" CL 

6" 

1' 

3" CL 

1'-6" 

2- #5 T & B 

(TYP.) 

2- #5 T & B 

(TYP.) 

2" CL 

2" CL 

℄ 

1'-6" 

3" CL 

D 

CA4.00 

℄ 

1'-6" 

3" CL 

SCALE: 

#3 STIRRUP 

@ 1'-6" O.C. 

SECTION D 

VAPOR 

BARRIER 

1 1/2" = 1'-0" 

#3 STIRRUP 

@ 1'-6" O.C. 

VAPOR 

BARRIER 

T.O. SLAB 

6" 

6" 

9" 

3" CL 

6" 

6" 

9" 

3" CL 

1'-3" 

T.O. SLAB 

1'-3" 


DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 



DESCRIPTION 


12.10.12 

01-08-1070-00 

A 

CA4.00 

SECTION A 

SCALE: 

1 1/2" = 1'-0" 

B 

CA4.00 

SECTION B 

SCALE: 

1 1/2" = 1'-0" 

C 

CA4.00 

SECTION C 

SCALE: 

1 1/2" = 1'-0" 

E 

CA4.00 

SECTION E 

SCALE: 

1 1/2" = 1'-0" 

DRAWN BY: RKR 

CHECKED BY: 

SHEET TITLE 

DFB 

DETAIL SHEET- I 

SHEET NO 

CA4.00

C 

#4 @ 8" O.C. BOTH DIRECTIONS 

3 

4 

" CLR. 

B 


A 

3/4" EXPANSION MATERIAL 

EXIST. BLDG. 

1 1 2 " CLR. 12'-6" 

18"x18" BEAM 

18"x18" BEAM 

18"x15" BEAM 

VAPOR BARRIER (TYP.) 

4'-6" 2' 

1 

CA4.01 

SECTION 1 

SCALE: 

1" = 1'-0" 

6" 

(TYP.) 

NEW LOADING DOCK 


SLAB EL. 22.58 

18"x15" BEAM 

LOADING 

DOCK 

FOOTING 

1 



3 TOP AND BOTTOM 

4 

" CLR. 


6" 

1 

2 1 " CLR. 


4'-0" 10'-10" 6' 


TOP AND BOTTOM 

3" CLR. 

2 

CA4.01 

18"x18" BEAM 

SECTION 2 

SCALE: 

1" = 1'-0" 


19'-9" 

2 

APROACH SLAB 

8" 

3" 

8" 





3 

CA4.01 

SECTION 3 

SCALE: 

1" = 1'-0" 

DATE: 

PROJECT NO: 

REVISIONS: 

NO DATE 

12.10.12 

01-08-1070-00 

DESCRIPTION 

DRAWN BY: RKR 

CHECKED BY: 

SHEET TITLE 

DFB 

DETAIL SHEET- II 

SHEET NO 

CA4.01

METAL COPING 

TO MATCH BLDG. 

METAL COPING TO 

MATCH BLDG. 

SMOOTH STUCCO 

TO MATCH THE BLDG. 

(SEE ARCH. DWG.) 

GROUTED CONNECTION 

FILL WITH CONCRETE 

AND ROUND OFF TOP 

CMU BLOCK WALL 

GROUT ALL CORNERS 

6" SCH. 40 GALV. 

STEEL POST; 

PAINT YELLOW 

3' 

TOP OF THE 

FOOTING 

7'-8" 

#6 BARS & GROUT @ 16" O.C. 

#6 BARS & GROUT @ 16" O.C. 

2' 

NOTE: 

-THE DUMPSTER SLAB SHALL SLOPE 

TO DRAIN. HOWEVER, THE EDGES 

OF THE SLAB WHERE THE CMU 

WALLS STAND SHALL BE LEVEL TO 

THE WIDTH IF THE WALL. 

25" SPLICE 

(MIN.) 

CONCRETE FOOTING 

- CMU HEIGHT SHALL BE VERIFIED 

WITH ARCH DWG. 

1' 

6" CLR. 

1'-6" 

TYPICAL 6" BOLLARD DETAIL 

(SCALE: 3 4" =1'-0") 

9" 

TYPICAL DUMPSTER CMU 

WALL DETAIL 

(SCALE: 3 4" =1'-0") 

TYPICAL DUMPSTER CMU 

WALL SECTION 

(SCALE: 3 4" =1'-0") 

DUMPSTER 

SLAB LEVEL 

#5 @ 8" O.C. 

#4 @ 12" O.C. 

#4 @ 18" O.C. 

#3 @ 18" O.C. 

#4 @ 8" O.C. 

(TYP.) 

4'-10" 

#3 @ 9" O.C. 

#5 @ 8" O.C. 

#4 @ 12" O.C. 

#4 @ 18" O.C. 

1'-7" 

Y 

CA4.02 

#4 @ 6"O.C 

SCALE: 

3/4" = 1'-0" 

#5 @ 12"O.C 

#5 BAR 

TYP. STAIR DETAIL 

REFER ARCH. DWG. 

5" 

6" 

4" 

2" MAX. (TYP.) 

10'-0" GATE OPENING 

(2)- HEAVY DUTY 

DROP BOLTS 

PVC CAPS 

3/4"x1 1/4" 

PUNCHED RAILS 

1" SQ. WROUGHT IRON 

BARS AT 2" O.C. 

6" POST w/ PVC CAP 

PUNCHED RAIL 

HEAVY DUTY METAL 

HINGE 

GRADE 


DATE: 

PROJECT NO: 

REVISIONS: 




12.10.12 

01-08-1070-00 

2'-9" 

NO 

DATE 

DESCRIPTION 

X 

CA4.02 

TYP. REINFORCEMENT DETAIL FOR STAIRWELL 

SCALE: 

1" = 1'-0" 

3" 

1'-6" 

(2)- 4000 psi 

CONCRETE FOOTING 

GRADE BEAM 

METAL GATE DETAIL 

(SCALE: NTS) 

DRAWN BY: RKR 

CHECKED BY: 

SHEET TITLE 

DFB 

DETAIL SHEET- III 

SHEET NO 

CA4.02

GRAPHICAL KEY 

F 

F 

F 

18" 

ELECTRICAL OUTLET - 18" ABOVE FLOOR 

48" 


P 

FIRE ALARM - MANUAL PULL BOX 

A 

FIRE ALARM - AUDIO 

V 

FIRE ALARM - VISUAL 

LIGHT SWITCH 

HVAC # IDENTIFIER 

#### 

GENERAL NOTES 

1. THIS DRAWING IS A REPRESENTATION FOR REFERENTIAL 

PURPOSES; ACTUAL CONDITIONS MAY VARY, AND ARE TO BE VERIFIED 

IN FIELD BY CONTRACTOR. 

2. CONTRACTOR IS TO BE FAMILIAR WITH THE EXISTING SYSTEMS AND 

ELEMENTS IN THE BUILDING FOR COORDINATION 

3. CONTRACTOR TO CONFIRM POTENTIAL CONFLICTS, WHETHER 

EXPLICITLY SHOWN OR NOT. 

4. CONTRACTOR IS TO RELOCATE, AS NECESSARY, ANY EXISTING 

FIXTURES, OUTLETS, DEVICES, SWITCHES, ETC. THAT ARE TO REMAIN 

IN USE TO NEW FINISHED SURFACE WITHIN 3 FEET, IF EXISTING 

SURFACE IS COVERED OVER OR MADE INACCESSIBLE BY NEW 

CONSTRUCTION. 

# 

KEY NOTES: 

01 8 CONDUITS, 5" DIAMETER, ON 6" RAISED CONCRETE (FIBER OPTIC) 

02 CRAC UNIT ON DRAIN PAN 

03A VERTICAL CONDUITS: (4) 4" DIAMETER FREON LINES; (2) 3 4" DIAMETER WATER LINE; (1) ELECTRIC LINE 

03B 

04 

VERTICAL CONDUITS: (4) 4" DIAMETER FREON LINES; (2) 3 4" DIAMETER WATER LINE; (1) ELECTRIC LINE - CUT FOR FUTURE USE 

FLOOR ELECTRIC BOX FOR FUTURE USE 

05 ELECTRIC PANELBOARD 

06 OVERHEAD TRANSFORMER, 96" ABOVE GROUND 

07 

08 

CUT CONDUITS (2) 4" DIAMETER ELECTRIC, (2) 3 4" DIAMETER ELECTRIC 

OVERHEAD AIR DUCTS, NOT USED 

09 SWITCHBOARD 

10 WALL MOUNTED TRANSFER SWITCHES 

11 AUTOMATIC TRANSFER SWITCH 

12 GENERATOR 

13 

14 

(29) 3 4" CONDUITS 

STUBS: (1) ELECTRIC CONDUIT AND (1) WATER PIPE 

15 (16) 3" CONDUITS 

16 FIRE ALARM SYSTEM PANELS 

17 SPRINKLER SYSTEM PANELS 

18 EXISTING ELEVATOR: PARK IN SAFE CONDITION AND DISCONNECT. 

19 EXISTING MISC. ELECTRICAL EQUIP. AND PANELS ALONG WALL; SEE ELECTRICAL 

20 HALON SYSTEM SWITCH 

1 

2 

3 

4 

5 

+/- 225'-0" 

6 

7 

8 

9 

+/- 1'-2" 

+/- 12'-7" 

+/- 30'-0" 

+/- 30'-0" 

+/- 30'-0" 

+/- 30'-0" 

+/- 30'-0" 

+/- 30'-0" 

+/- 30'-0" 

+/- 1'-2" 

+/- 1'-1" 

13 

D 

+/- 30'-0" 

F 

48" 

VIS 

48" 

04 

05 

ILSA 

05 

ILSA 

48" 48" 48" 

P 

08 

02 

HVAC 1 

04 08 

02 

04 

08 

HVAC 2 

06 

ILSB 

05 

TILSB 

06 

ILSD 

05 

TILSD 

F 

06 

TILCA 

05 

ILCA 

06 

TILCB 

05 

ILCB 

02 04 

08 

HVAC 3 

48" 

02 04 

08 

HVAC 4 

48" 

48" 

06 

TILPA 

05 

ILPA 

10 

06 

TIHLA 

11 

ATS1 

12 

GENSS1 

05 

1HLA 

05 

1HMA 

06 

TILSA 

05 

ILSC 

05 

IHRA 

05 

IHRA 

48" 

C 

B 

A 

+/- 92'-6" 

+/- 30'-0" 

+/- 30'-0" 

F 

VIS 

48" 

118A 

F 

AUD 

119 

STAIR #2 

121 

06 

TILSC 

07 

01 

05 

ILSE 

06 

TILSE 

07 

18" 

18" 

118B 

02 

HVAC 5 

20 

05 

ISLF 

06 

TISLF 

07 

08 

03A 

48" 48" 48" 48" 48" 

P 

48" 

18" 18" 

04 

03B 

02 

HVAC 6 

08 

03A 

48" 

18" 18" 

04 08 

04 04 08 

04 

03B 02 

03A 

03B 02 

03A 

08 

03B 02 

03A 

03B 

HVAC 7 

HVAC 8 

HVAC 9 

48" 

F 

48" 

05 

TILSG 

05 

ILSG 

05 

TILSH 

05 

ILSH 

05 

TILCE 

05 

ILCE 

48" 

48" 

48" 

02 

HVAC 10 

19 

01 

05 

ILCC 

06 

TILCC 

07 

05 

ILCC 

06 

TILCC 

07 

03 

18" 

48" 

AUD 

F 

18" 

18" 

EXISTING 

OFFICE 

106 

18 

104B 

101B 

106 

ENTRY HALL 

101 

EX. 

ELEVATOR 

105 

EXISTING BREAK 

ROOM 

107 

STAIR #1 

104 

16 

17 

F.R.R. 

108 

108 

102 

103 

EX. ELEVATOR 

ROOM 

103 

104A 

101A 


DATE: 

PROJECT NO: 

REVISIONS: 




12.10.12 

01-08-1070-00 

NO 

DATE 

DESCRIPTION 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

1 

EXISTING CONDITIONS - FIRST FLOOR PLAN 

SCALE: 1/8" = 1'-0" 

SHEET TITLE 

EXISTING 

CONDITIONS - 

FIRST FLOOR 

SHEET NO 

D1.00

GRAPHICAL KEY 

F 

F 

F 

18" 


48" 


P 


A 


V 


LIGHT SWITCH 

HVAC # IDENTIFIER 

#### 

GENERAL NOTES 

1. THIS DRAWING IS A REPRESENTATION FOR REFERENTIAL 

PURPOSES; ACTUAL CONDITIONS MAY VARY, AND ARE TO BE VERIFIED 

IN FIELD BY CONTRACTOR. 

2. CONTRACTOR IS TO BE FAMILIAR WITH THE EXISTING SYSTEMS AND 

ELEMENTS IN THE BUILDING FOR COORDINATION 

3. CONTRACTOR TO CONFIRM POTENTIAL CONFLICTS, WHETHER 

EXPLICITLY SHOWN OR NOT. 

4. CONTRACTOR IS TO RELOCATE, AS NECESSARY, ANY EXISTING 

FIXTURES, OUTLETS, DEVICES, SWITCHES, ETC. THAT ARE TO REMAIN 

IN USE TO NEW FINISHED SURFACE WITHIN 3 FEET, IF EXISTING 

SURFACE IS COVERED OVER OR MADE INACCESSIBLE BY NEW 

CONSTRUCTION. 

# 

KEY NOTES: 

01 8 CONDUITS, 5" DIAMETER, ON 6" RAISED CONCRETE 

02 CRAC UNIT ON DRAIN PAN 

03A VERTICAL CONDUITS: (4) 4" DIAMETER FREON LINES; (2) 3 4" DIAMETER WATER LINE; (1) ELECTRIC LINE 

03B 

04 

VERTICAL CONDUITS: (4) 4" DIAMETER FREON LINES; (2) 3 4" DIAMETER WATER LINE; (1) ELECTRIC LINE - CUT FOR FUTURE USE 

FLOOR ELECTRIC BOX FOR FUTURE USE 

05 ELECTRIC PANELBOARD 

06 OVERHEAD TRANSFORMER, 96" ABOVE GROUND 

07 

08 

CUT CONDUITS (2) 4" DIAMETER ELECTRIC, (2) 3 4" DIAMETER ELECTRIC 

OVERHEAD AIR DUCTS, NOT USED 

09 SWITCHBOARD 

10 WALL MOUNTED TRANSFER SWITCHES 

11 AUTOMATIC TRANSFER SWITCH 

12 GENERATOR 

13 

14 

(29) 3 4" CONDUITS 

STUBS: (1) ELECTRIC CONDUIT AND (1) WATER PIPE 

15 (16) 3" CONDUITS 

16 FIRE ALARM SYSTEM PANELS 

17 

18 

SPRINKLER SYSTEM PANELS 

EXISTING ELEVATOR: PARK IN SAFE CONDITION AND DISCONNECT. 

19 EXISTING MISC. ELECTRICAL EQUIP. AND PANELS ALONG WALL; SEE ELECTRICAL 

20 HALON SYSTEM SWITCH 

1 

2 

3 

4 

5 

6 

7 

8 

9 

D 

18" 

18" 

18" 18" 18" 18" 18" 

F 

P 

18" 18" 18" 18" 18" 

14 14 

14 

15 

14 14 02 

14 

CRAC 39 

15 

14 

05 

2LPA 

06 

T2LPA 

06 

T2HLA 

05 

2HLA 

? 

1HMB 

? 

2HMB 

18" 

18" 

F 

VIS 

18" 

F 

AUD 

C 

18" 

B 

A 

F 

18" 

VIS 

STAIR #2 

209 

205C 

F 

F 

18" 

VIS 

P 

205B 

14 15 

14 

14 

14 

02 

15 

14 14 14 14 

CRAC 24 

18" 18" 18" 18" P 

18" 18" 18" 

18" 

18" 

18" 

F 

18" 

18" 

18" 

203 

18" 

AUD 

P 

17 

F 

F 

15 

EX. 

ELEVATOR 

213 

STAIR #1 

203 

18" 

201 

EX. RESTROOM 

201 

202 

EX. CLOSET 

202 

18" 





DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

REVISIONS: 

NO 

DATE 

DESCRIPTION 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

1 

EXISTING CONDITIONS - SECOND FLOOR PLAN 

SCALE: 1/8" = 1'-0" 

SHEET TITLE 

EXISTING 

CONDITIONS - 

SECOND FLOOR 

SHEET NO 

D1.01

GRAPHICAL KEY 

F 

F 

F 

18" 


48" 


P 


A 


V 


LIGHT SWITCH 

DEMOLISH 

RELOCATE 

GENERAL NOTES 

1. PROPERLY CUT, CAP AND SEAL REMAINING CONDUITS AND PIPES. 

2. AFTER REMOVAL OF AN ELEMENT, THE REMAINING FINISHES ARE TO MATCH EXISTING 

3. PROPERLY DISPOSE OF ALL DEMOLITION DEBRIS 

4. RELOCATED ELEMENTS ARE TO BE CLEANED AND REPAIRED TO "LIKE NEW" CONDITION. 

5. ALL INSTALLATIONS ARE TO BE MADE WITH MINIMAL DISTURBANCE TO ADJACENT SURFACES 

6. MOST OF OVERHEAD EQUIPMENT, CONDUIT, AND JUNCTION BOXES ARE TO REMAIN - COORDINATE WITH 

MECHANICAL AND ELECTRICAL 

7. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SPECIFICS REGARDING REMOVAL AND/OR 

RESTORATION OF EXISTING EQUIPMENT SUCH AS OUTLETS, FIXTURES, ETC. 

8. PROVIDE PROPER BRACING AND SHORING DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. 

9. UTILIZE SAFE WORK PRACTICES AT ALL TIMES ON JOB SITE. 

10. MAKE STRAIGHT CLEAN CUTS AT EDGES OF DEMOLITION AREAS. 

11. EXISTING BUILDING FLOODPROOFING IS TO BE CONFIRMED AND CERTIFIED AT CONCLUSION OF 

CONSTRUCTION. 

12. REPAIR OR REPLACE MISCELLANEOUS EXISTING DAMAGED FINISHES WITH FINISHES TO MATCH 

EXISTING ADJACENT. 

13. ALL EXTERIOR MECHANICAL PENETRATIONS OVER 8" X 8" ARE TO HAVE SECURITY BARS INSTALLED. 

14. REPLACE SEALANT JOINT BETWEEN PRECAST CONCRETE PANEL AND SLAB (TYP) 

15. REMOVE LOOSE AND DAMAGED VCT, PREP FLOOR FOR NEW VCT TO MATCH EXISTING 

16. ALL EXISTING CRAC UNITS TO BE TESTED PRIOR TO REMOVAL IN ORDER TO ENSURE THAT THEY ARE IN 

A SUFFICIENT WORKING CONDITION. REPORT TO CLIENT STATUS OF THESE UNITS BEFORE REMOVAL. 

THE NUMBER OF EACH RELOCATED CRAC UNIT CAN BE CHANGED IF SPECIFIED UNIT IS NOT WORKING. 

# 

KEY NOTES: 

01 

02 

03 

REMOVE LIFT, STAIR, LANDING, AND DOCK; REGRADE AND PAVE TO MATCH. 

PROTECT, SERVICE AND REPAIR REMOVABLE FLOOD GATES AND FRAMES, CERTIFY AT CONCLUSION OF CONSTRUCTION. 

EXCAVATE AT DEPRESSION, REPAIR ANY DAMAGED UTILITY, FILL, REGRADE AND PAVE TO MATCH 

ADJACENT SURFACE, REF: CIVIL. 

04 DEMO FURR OUT AROUND COLUMN 

05 

06 

DEMO FLOOR AND SLAB FOR ELEVATOR INSTALLATION, REFER TO STRUCTURAL 3/A4.01 

REMOVE ELECTRIC EQUIPMENT, AND ALL ASSOCIATED CONDUIT; SEE ELECTRICAL 

07A REMOVE CRAC UNIT AND ALL ASSOCIATED DUCTWORK; OWNER TO RELOCATE AT NEW LOCATION OFFSITE 

07B REMOVE CRAC UNIT AND ALL ASSOCIATED DUCTWORK; TO BE RELOCATED TO NEW LOCATION WITHIN BUILDING. 

08 RESTORE CRAC UNIT AND ALL ASSOCIATED DUCTWORK; SEE MECHANICAL 

09 SAW CUT FOR NEW OPENING IN PRECAST PANELS; COORD WITH STRUCTURAL, SEE DET. 3/AA4.01 

10 SAW CUT FOR NEW DOOR OPENING IN PRECAST PANELS, FLOOD WALL TO REMAIN; COORD WITH STRUCTURAL 

11 SAW CUT FOR NEW TRANSACTION WINDOW OPENING IN PRECAST PANELS, FLOOD WALL TO REMAIN; COORD WITH STRUCTURAL 

12 EXISTING NON-FUNCTIONING ELEVATOR - NOT IN CONTRACT, NO WORK 

13 DEMO EXISTING DUCT 

14 DEMO FLOOD WALL, REFER TO STRUCTURAL 

1 

2 

3 

4 

5 

+/- 225'-0" 

6 

7 

8 

9 

+/- 1'-2" 

+/- 12'-7" 

+/- 30'-0" 

+/- 30'-0" 

+/- 30'-0" 

+/- 30'-0" 

+/- 30'-0" 

+/- 30'-0" 

+/- 30'-0" 

+/- 1'-2" 

+/- 1'-1" 

D 

13 

07A 

CRAC 1 

06 

13 

06 

13 07A 

13 07B 

13 07B 

13 

CRAC 2 

CRAC 3 

CRAC 3 

06 

06 

06 

+/- 30'-0" 

C 

B 

+/- 92'-6" 

02 

+/- 30'-0" 

+/- 30'-0" 

118A 

16 

STAIR #2 

121 

06 

06 

UP 

119 

118B 

13 

04 

15 

08 

CRAC 5 

04 04 04 

13 

07B 

CRAC 6 

18 

13 

07A 

CRAC 7 

06 

13 

05 

07A 

CRAC 8 

06 

06 06 06 

13 

07B 

CRAC 9 

13 

08 

CRAC 10 

06 

12 

06 

06 

13 

EXISTING 

OFFICE 

106 

104B 

101B 

106 

ENTRY HALL 

101 

EX. 

ELEVATOR 

105 

EXISTING BREAK 

ROOM 

107 

107 

STAIR #1 

104 

02 

15 

F.R.R. 

108 

108 

102 

103 

EX. ELEVATOR 

ROOM 

103 

02 

UP 

104A 

101A 

03 


DATE: 

PROJECT NO: 

REVISIONS: 

NO DATE 



12.10.12 

01-08-1070-00 

DESCRIPTION 


A 

12'-10" 

11 

FEMA 'B' 

2'-0 3 4 " 10'-6" 3'-4" 3'-9" 25'-0" 2'-6" 

10 

FEMA 'B' 

14 

FEMA 'A' 

09 

FEMA 'B' 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

SHEET TITLE 

01 

FIRST FLOOR DEMO 

& REPAIR PLAN 

SHEET NO 

1 

FIRST FLOOR DEMO & REPAIR PLAN 

SCALE: 1/8" = 1'-0" 

D1.02

GRAPHICAL KEY 

F 

F 

F 

18" 


48" 


P 


A 


V 


LIGHT SWITCH 

DEMOLISH 

RELOCATE 

GENERAL NOTES 

1. PROPERLY CUT, CAP AND SEAL REMAINING CONDUITS AND PIPES. 

2. AFTER REMOVAL OF AN ELEMENT, THE REMAINING FINISHES ARE TO MATCH EXISTING 

3. PROPERLY DISPOSE OF ALL DEMOLITION DEBRIS 

4. RELOCATED ELEMENTS ARE TO BE CLEANED AND REPAIRED TO "LIKE NEW" CONDITION. 

5. ALL INSTALLATIONS ARE TO BE MADE WITH MINIMAL DISTURBANCE TO ADJACENT SURFACES 

6. MOST OF OVERHEAD EQUIPMENT, CONDUIT, AND JUNCTION BOXES ARE TO REMAIN - COORDINATE WITH 

MECHANICAL AND ELECTRICAL 

7. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SPECIFICS REGARDING REMOVAL AND/OR 

RESTORATION OF EXISTING EQUIPMENT SUCH AS OUTLETS, FIXTURES, ETC. 

8. PROVIDE PROPER BRACING AND SHORING DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. 

9. UTILIZE SAFE WORK PRACTICES AT ALL TIMES ON JOB SITE. 

10. MAKE STRAIGHT CLEAN CUTS AT EDGES OF DEMOLITION AREAS. 

11. EXISTING BUILDING FLOODPROOFING IS TO BE CONFIRMED AND CERTIFIED AT CONCLUSION OF 

CONSTRUCTION. 

12. REPAIR OR REPLACE MISCELLANEOUS EXISTING DAMAGED FINISHES WITH FINISHES TO MATCH 

EXISTING ADJACENT. 

13. ALL EXTERIOR MECHANICAL PENETRATIONS OVER 8" X 8" ARE TO HAVE SECURITY BARS INSTALLED. 

14. REPLACE SEALANT JOINT BETWEEN PRECAST CONCRETE PANEL AND SLAB (TYP) 

15. REMOVE LOOSE AND DAMAGED VCT, PREP FLOOR FOR NEW VCT TO MATCH EXISTING 

16. ALL EXISTING CRAC UNITS TO BE TESTED PRIOR TO REMOVAL IN ORDER TO ENSURE THAT THEY ARE IN 

A SUFFICIENT WORKING CONDITION. REPORT TO CLIENT STATUS OF THESE UNITS BEFORE REMOVAL. 

THE NUMBER OF EACH RELOCATED CRAC UNIT CAN BE CHANGED IF SPECIFIED UNIT IS NOT WORKING. 

# 

KEY NOTES: 

01 REMOVE LIFT, STAIR, LANDING, AND DOCK; REGRADE AND PAVE TO MATCH. 

02 

03 

PROTECT, SERVICE AND REPAIR REMOVABLE FLOOD GATES AND FRAMES, CERTIFY AT CONCLUSION OF CONSTRUCTION. 

EXCAVATE AT DEPRESSION, REPAIR ANY DAMAGED UTILITY, FILL, REGRADE AND PAVE TO MATCH 

ADJACENT SURFACE, REF: CIVIL. 

04 

05 

DEMO FURR OUT AROUND COLUMN 

DEMO FLOOR AND SLAB FOR ELEVATOR INSTALLATION, REFER TO STRUCTURAL 3/A4.01 

06 REMOVE ELECTRIC EQUIPMENT, AND ALL ASSOCIATED CONDUIT; SEE ELECTRICAL 

07A REMOVE CRAC UNIT AND ALL ASSOCIATED DUCTWORK; OWNER TO RELOCATE AT NEW LOCATION OFFSITE 

07B REMOVE CRAC UNIT AND ALL ASSOCIATED DUCTWORK; TO BE RELOCATED TO NEW LOCATION WITHIN BUILDING. 

08 RESTORE CRAC UNIT AND ALL ASSOCIATED DUCTWORK; SEE MECHANICAL 

09 SAW CUT FOR NEW OPENING IN PRECAST PANELS; COORD WITH STRUCTURAL, SEE DET. 3/AA4.01 

10 

11 

SAW CUT FOR NEW DOOR OPENING IN PRECAST PANELS, FLOOD WALL TO REMAIN; COORD WITH STRUCTURAL 

SAW CUT FOR NEW TRANSACTION WINDOW OPENING IN PRECAST PANELS, FLOOD WALL TO REMAIN; COORD WITH STRUCTURAL 

12 

13 

EXISTING NON-FUNCTIONING ELEVATOR - NOT IN CONTRACT, NO WORK 

DEMO EXISTING DUCT 

14 DEMO FLOOD WALL, REFER TO STRUCTURAL 

1 

2 

3 

4 

5 

6 

7 

8 

9 

D 

08 

CRAC 39 

C 

B 

205C 

05 

12 

203 

201 

EX. RESTROOM 

201 

202 

EX. CLOSET 

202 





A 

DN 

STAIR #2 

209 

205B 

07B 

CRAC 24 

UP 

STAIR #1 

203 

DN 

DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

12.10.12 

01-08-1070-00 

DESCRIPTION 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

1 

SECOND FLOOR DEMO & REPAIR PLAN 

SCALE: 1/8" = 1'-0" 

SHEET TITLE 

SECOND FLOOR 

DEMO & REPAIR 

PLAN 

SHEET NO 

D1.03

GRAPHICAL KEY 

E-ACC 

# 

KEYNOTES 

01 DEMO AREA FOR ELEVATOR; REFER TO STRUCTURAL 

DEMOLISH AREA 

02A REMOVE AND RELOCATE EXISTING ROOFTOP UNIT ; COORDINATE WITH OWNER FOR NEW STORAGE LOCATION. 

02B REMOVE EXISTING ROOFTOP UNIT, AND SAFELY STORE IN TEMPORARY LOCATION WHILE NEW ROOF IS BEING INSTALLED. 

UNIT IS TO BE RE-INSTALLED UPON INSTALLATION OF NEW ROOF. REFER TO SHEET AA1.03 FOR NEW LOCATION. 

DEMOLISH 03 REMOVE ALL EXISTING PIPING AT ROOF LEVEL. 

04 EXISTING PIPE CHASE, TO REMAIN. 

EXISTING AIR CONDITIONING CONDENSER 

05 EXISTING ROOFTOP UNIT, TO BE REMOVED AND THEN RELOCATED AT SAME LOCATION UPON COMPLETION OF REROOFING. 

06 EXISTING EXHAUST FAN, TO BE REMOVED AND THE RELOCATED AT SAME LOCATION UPON COMPLETION OF REROOING. 

GENERAL NOTES 

01. REMOVE EXISTING ROOFING SYSTEM IN ITS ENTIRETY, DOWN TO THE STRUCTURAL DECK. THIS INCLUDES ALL ROOFING 

MEMBRANE, INSULATION, COPING, AND FLASHING. 

02. REMOVE ALL EXISTING MECHANICAL CURBS. 

03. REMOVE EXISTING LIGHTNING PROTECTION SYSTEM. TO BE REINSTALLED AT LATER TIME, PER MANUFACTURER'S 

RECOMMENDATIONS. 

04. REMOVE ALL EXTERIOR LIGHTING AND CONDUIT THAT IMPEDES WITH ROOF DEMOLITION / RE-ROOFING PROCESS, TO BE 

REINSTALLED AFTER RE-RROING. TEST FIXTURES BEFORE REMOVAL, NOTIFY ARCHITECT IF FIXTURE IS NOT OPERABLE. 

04 04 

03 03 

02B 

E-ACC 5 

02A 

E-ACC 1 

02B 

E-ACC 6 

02A 

E-ACC 2 

02A 

E-ACC 7 

01 

03 03 03 

02B 

E-ACC 39 

02B 

E-ACC 3 

02A 

E-ACC 8 

02B 

E-ACC 24 

02B 

E-ACC 4 

02B 

E-ACC 9 

02B 

E-ACC 10 

05 

05 





DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

REVISIONS: 

04 04 04 

NO 

DATE 

DESCRIPTION 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

SHEET TITLE 

1 ROOF DEMO & REPAIR PLAN 

SCALE: 1/8" = 1'-0" 

ROOF DEMO & 

REPAIR PLAN 

SHEET NO 

D1.04

FEMA ELIGIBLE ITEMS 

A. PROVIDE 144 SF. CONCRETE WALL DEMOLITIONS. WALL CUT-OUT FOR ROLL-UP DOOR INSTALLATION. 

B. PROVIDE 576 LF. CONCRETE CUTTING. WALL CUT-OUT FOR ROLL-UP DOOR INSTALLATION. 

C. PROVIDE AND INSTALL 1 EA. ROLL-UP DOOR (SEE ATTACHED VENDOR QUOTE) 

D. PROVIDE AND INSTALL 2 EA. ROLLING SECURITY GATES 

E. PROVIDE AND INSTALL 2 EA. ELECTRIC GATES OPENERS 

F. PROVIDE AND INSTALL 3 EA. ACCESS CONTROL CARD READERS 

GENERAL SITE NOTES 

1. ALL EXISTING EXTERIOR SIGNAGE AND ANCHORAGES TO BE REMOVED, PATCH AS NECESSARY 

2. ADDITIONAL NEW EXTERIOR LIGHTING SHALL BE MOUNTED TO BUILDING RE: ELECTRICAL 

3. NEW EXTERIOR SECURITY CAMERAS TO BE PROVIDED. LOCATIONS AND QUANTITIES TO BE COORDINATED WITH OWNER. 

4. PATCH AREAS OF WORN OR DETERIORATED ASPHALT, PREP FOR ASPHALT SEALANT 

5. APPLY ASPHALT SEALANT TO ALL EXISTING ASPHALT PARKING AND DRIVING SURFACES 

6. REMOVE EXISTING RAZOR WIRE ON FENCES, REPLACE WITH NEW RAZOR WIRE SUPPORTED BY BARBED WIRE 

7. REMOVE ALL VEGETATION FROM CHAINLINK MESH. 

8. REPLACE BENT AND BROKEN FENCE POSTS AND RUSTED FENCING MESH, AS NECESSARY. 

# 

SITE KEY NOTES 

01 NEW ROLLING SECURITY GATES; MODIFY TRUCK ENTRY TO AT LEAST 30' WIDTH, COORD. W/ STRUCTURAL 

02 EXISTING CONCRETE UTILITY SERVICE PAD TO REMAIN, TYP. 

03 INSTALL NEW CRUSHED STONE ON TOP OF FABRIC BASE LAYER 

04 EXISTING SINKHOLE, REPAIR PER CIVIL 

06 NEW DUMPSTER ENCLOSURE 

07 NEW CONCRETE STOOP WITH HANDRAILS, SEE CIVIL 

08 EXISTING CONCRETE STOOP 

09 POWER ALONG PROPERTY LINE TO BE RELOCATED PER CODE, TO PROVIDE ADEQUATE CLEARANCES TO 

NEW ADDITION, COORDINATE WITH ENTERGY 

11 DEMO EXISTING LIGHT POLE AND ASSOCIATED FIXTURES. REMOVE EXISTING OVERHEAD LINE, 

TERMINATE SERVICE AT ADJACENT POWER POLE; PATCH ASPHALT PAVING 

12 DEMOLISH EXISTING LOADING DOCK, STAIRS, DOCK LEVELLER, AND BOLLARDS.FILL, REGRADE AND 

RESURFACE TO MATCH EXISTING PAVEMENT 

13 EXISTING CRUSHED STONE TO REMAIN 

14A EXISTING CONCRETE BOLLARD, TO REMAIN, REPAINT YELLOW. 

14B NEW CONCRETE BOLLARD, PAINT YELLOW TO MATCH EXISTING 

14C EXISTING REMOVABLE BOLLARD AND SLEEVES TO REMAIN, REPAINT WHITE TO MATCH EXISTING 

15 NEW CARD ACCESS CONTROL AT GATE WITH REMOTE CONTROL FROM WITHIN BUILDING 

16 NEW ELECTRIC GATE OPENER, FEMA ELIGIBLE 

17 WHEEL STOPS TO REMAIN, REPAINT SAFETY YELLOW, TYP. 

18 STRIPE PARKING AND MARSHALLING AREAS, PER CIVIL 

19 NEW DIESEL FUEL TANK ON EXISTING CONCRETE PADS 

20 EXISTING FIBER OPTIC SERVICE CONNECTION TO REMAIN 

21 EXISTING HIGH VOLTAGE SWITCH, TO REMAIN 

22 NEW GENERATOR ON EXISTING CONCRETE PAD 

23 EXISTING TRANSFORMER ON CONCRETE PAD, TO REMAIN 

24 REPAIR EXISTING CHAIN LINK FENCE WHERE DAMAGED. 

25 WATER METER LOCATION; SEE CIVIL 

SALCEDO ST. 

25 

03 

24 

03 

HOWARD AVE. 

WV 

20 

18 

18 

11 

16 

FEMA 'E' 

03 

08 

NO PARKING 

15 

14B 

01 

FEMA 'D' 

11 

14B 

NEW LOADING 

DOCK ADDITION 

EXISTING 2 STORY BUILDING ON 

CONC. SLAB 

950 S. RENDON ST. 

FIRST FLOOR ELEV. 22.7' 

SECOND FLOOR ELEV. 39.7' 

RENDON ST. 

14B 

06 

14B 

11 

22 

19 

02 

14A 

04 

14C 

18 

14A 

12 

16 

FEMA 'E' 

15 

01 

FEMA 'D' 

09 

23 

02 

14A 

17 

03 

21 

20 





DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

DIXON ST. 

PALMETTO ST. 

REVISIONS: 

NO DATE 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

DESCRIPTION 

PJ 

CP 

1 

SITE PLAN 

SCALE: 1:20 

OVERALL SITE PLAN 

SHEET NO 

G1.00

FEMA ELIGIBLE ITEMS 

A. PROVIDE 144 SF. CONCRETE WALL DEMOLITIONS. WALL CUT-OUT FOR ROLL-UP DOOR INSTALLATION. 

B. PROVIDE 576 LF. CONCRETE CUTTING. WALL CUT-OUT FOR ROLL-UP DOOR INSTALLATION. 

C. PROVIDE AND INSTALL 1 EA. ROLL-UP DOOR (SEE ATTACHED VENDOR QUOTE) 

D. PROVIDE AND INSTALL 2 EA. ROLLING SECURITY GATES 

E. PROVIDE AND INSTALL 2 EA. ELECTRIC GATES OPENERS 

F. PROVIDE AND INSTALL 3 EA. ACCESS CONTROL CARD READERS 

GRAPHICAL KEY 

CR SECURITY CARD READER 

FE FIRE EXTINGUISHER 

EXISTING WALL 

NEW WALL 

FLOOR DRAIN 

GENERAL NOTES 

1. CONTRACTOR IS RESPONSIBLE FOR MOVING ANY SWITCHES, DEVICES, OUTLETS, 

CONTROLS, SENSORS, ETC. FROM ANY COVERED CONDITION TO FACE OF NEW 

CONSTRUCTION WITH LIKE NEW INSTALLATION. 

2. COORDINATE INTERIOR SHELVING WITH FURNITURE DRAWINGS, 1/AA7.00 

3. ALL WALLS TO BE PAINTED W-1 WITH BASE B-1, TYP. ALL EXPOSED CEILING TO BE 

PAINTED C-1, TYP. REFER TO FINISH SCHEDULE 6/AA7.02 

4. ALL EXISTING CRAC UNITS TO BE TESTED PRIOR TO REMOVAL IN ORDER TO ENSURE 

THAT THEY ARE IN A SUFFICIENT WORKING CONDITION. REPORT TO CLIENT STATUS OF 

THESE UNITS BEFORE REMOVAL. THE NUMBER OF EACH RELOCATED CRAC UNIT CAN BE 

CHANGED IF SPECIFIED UNIT IS NOT WORKING. 

# 

KEYNOTES: 

02 PAINTED BOLLARD, TYP. 

04 NEW CONCRETE RAMP AND STAIR; SEE DET 9/AA6.01 

05 EXISTING CONCRETE PADS, TO REMAIN 

06 NEW PRE-FABRICATED METAL STAIR, LANDING, AND RAILING ASSEMBLY 

07 PROVIDE FLOOD VENTS IN LOADING DOCK AREA AS REQUIRED BY CODE. 

08 POURED IN PLACE CONCRETE STAIR 

09 

10 

11 

EXISTING CRAC UNIT 

EXISTING CRAC UNIT, RELOCATED TO THIS LOCATION 

ELEVATOR CONTROLS AND CARD READER 

12 NEW FREIGHT ELEVATOR 

15 AREA FLOOR DRAIN; SEE PLUMBING 

16 MOTORIZED DOCK LEVELER, COORD WITH ELECTRICAL AND STRUCTURAL 

17 

18 

FLOOD FRAME AND DOOR TO MATCH EXISTING REFER TO 2&3/AA8.00 

CMU DUMPSTER ENCLOSURE , SEE CIVIL 

19 

20 

SERVICE/REPLACE DAMAGED FLOOD FRAMES AND DOORS PER MANUFACTURER RECOMENDATION 

NEW FLOOR AT ELEVATOR INSTALL, TO MATCH EXISTING/SURROUNDING 

21 METAL CORNER GUARD, UP TO 4'-0" HIGH 

22 EXISTING STOOP 

23 ADD IMPACT RESISTANT GYP BOARD TO PERIMETER OF COLUMN 

1 

2 

3 

2 

AA4.01 

4 

1 

AA4.02 

02 

AA3.01 

5 

6 

7 

8 

9 

225'-0" 

12'-6" 

30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 1'-3" 

1 

D 

92'-6" 

B 

01 

AA3.00 

A 

3'-4" 

2'-4" 

C 

02 

22 

118A 

1'-3" 

1'-3" 

4'-0" 3'-4" 3'-5" 

119 

STORAGE 

119 

9'-9" 

STAIR #2 

118 

FIRST FLOOR PLAN 

SCALE: 1/8" = 1'-0" 

17 

9'-2" 

UP 

CR 

17 

FE 

CR 

118B 

24'-5" 

3'-4" 

1'-2" 

21 

09 

CRAC 5 

42'-2" 

AA 

AB 

10 

CRAC 6 

6'-2" 

13'-6" 

1'-6" 

1 

AA4.01 

02 

02 

5 SIM. 

116B 

20'-5" 

3 

116A 

1 

58'-4" 3'-4" 3'-1" 

8" 

3'-0" 

2'-2" 

2'-7" 12'-0" 

FEMA 'C' 

1'-7" 

CR 

08 

SALLY PORT 

116 

HB 

C H 

02 

FE 

02 

FD 

06 

116C 

114 

VEST. 

114 

115A 

115C 

111A 

11 12 

15 

FE 

CR 

CR 

11 

21 

CR 

CR 

1'-7" 12'-0" 

02 

AA3.00 

CR 

63'-2" 

CR 

CR, FEMA 'F' 

CR 

21 

OPEN AREA 

117 

26'-4" 

FREIGHT 

ELEVATOR 

113 

LOADING 

SERVICE AREA 

115 

16 

03 

111B 

CR 

111C 

3'-8 1 2 " 18'-11" 3'-8 1 2 " 

2 

15 

27'-7" 

6" 3'-4" 23'-9" 

2 

31'-8 1 2" 

11 

1'-11 1 2" 

20'-0" 

3'-6" 

3'-4" 

2'-11" 

6 

21 

5 

CR 

FE 

115D 

1'-4" 

CR, FEMA 'F' 

FE 

4'-9" 

13 

112 

1'-7" 

21 

12 

CR 

115B 

C 

H HB 

1'-10" 

8 

4 

16'-6" 

ELEVATOR 

MACHINE 

ROOM 

112 

DN 

FD 

14'-10" 

111D 

20'-0" 

15 

02 

02 

7 

1'-8" 10'-4" 1'-4" 

CR 

CR 

1 

C3.00 

85'-4" 

AMON STORAGE 

111 

119'-8" 

28'-3" 

1'-9" 

3'-4" 

CR 111E 

60'-7" 5'-0" 6'-3" 

10 

CRAC 9 

CR, FEMA 'F' 

09 

CRAC 10 

5'-8" 

110A 

2'-2 1 2 " 

101B 

CR104B 

106 

05 

EXISTING 

ELECTRIC 

109 

ELECTRICAL CLOSET 

110 

EXIST. OFFICE 

106 EXIST. BRK RM 

107 

12'-9" 

6'-4" 

FE 

CR 

CR 

CR 

05 

05 

107 

ENTRY HALL 

101 

EXIST. ELEV. 

105 

STAIR #1 

104 

17 

F.R.R. 

108 

108 

102 

103 

EXIST. ELEV. 

RM 

103 

UP 

104A 

CR 

3 

101A 

17 

1'-3" 30'-0" 

30'-0" 

30'-0" 

1'-3" 

01 

AA3.01 

92'-6" 


DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

12.10.12 

01-08-1070-00 

DESCRIPTION 

PJ 

CP 

FIRST FLOOR PLAN 

SHEET NO 



AA1.01 

100% CONSTRUCTION DOCUMENTS

GRAPHICAL KEY 

CR SECURITY CARD READER 

FE FIRE EXTINGUISHER 

EXISTING WALL 

NEW WALL 

FLOOR DRAIN 

GENERAL NOTES 

1. CONTRACTOR IS RESPONSIBLE FOR MOVING ANY SWITCHES, DEVICES, OUTLETS, 

CONTROLS, SENSORS, ETC. FROM ANY COVERED CONDITION TO FACE OF NEW 

CONSTRUCTION WITH LIKE NEW INSTALLATION. 

2. COORDINATE INTERIOR SHELVING WITH FURNITURE DRAWINGS, 1/AA7.00 

3. ALL WALLS TO BE PAINTED W-1 WITH BASE B-1, TYP. ALL EXPOSED CEILING TO BE 

PAINTED C-1, TYP. REFER TO FINISH SCHEDULE 6/AA7.02 

4. ALL EXISTING CRAC UNITS TO BE TESTED PRIOR TO REMOVAL IN ORDER TO ENSURE 

THAT THEY ARE IN A SUFFICIENT WORKING CONDITION. REPORT TO CLIENT STATUS OF 

THESE UNITS BEFORE REMOVAL. THE NUMBER OF EACH RELOCATED CRAC UNIT CAN BE 

CHANGED IF SPECIFIED UNIT IS NOT WORKING. 

# 

KEYNOTES: 

02 PAINTED BOLLARD, TYP. 

04 NEW CONCRETE RAMP AND STAIR; SEE DET 9/AA6.01 

05 EXISTING CONCRETE PADS, TO REMAIN 

06 NEW PRE-FABRICATED METAL STAIR, LANDING, AND RAILING ASSEMBLY 

07 PROVIDE FLOOD VENTS IN LOADING DOCK AREA AS REQUIRED BY CODE. 

08 POURED IN PLACE CONCRETE STAIR 

09 

10 

11 

EXISTING CRAC UNIT 

EXISTING CRAC UNIT, RELOCATED TO THIS LOCATION 

ELEVATOR CONTROLS AND CARD READER 

12 NEW FREIGHT ELEVATOR 

15 AREA FLOOR DRAIN; SEE PLUMBING 

16 MOTORIZED DOCK LEVELER, COORD WITH ELECTRICAL AND STRUCTURAL 

17 

18 

FLOOD FRAME AND DOOR TO MATCH EXISTING REFER TO 2&3/AA8.00 

CMU DUMPSTER ENCLOSURE , SEE CIVIL 

19 

20 

SERVICE/REPLACE DAMAGED FLOOD FRAMES AND DOORS PER MANUFACTURER RECOMENDATION 

NEW FLOOR AT ELEVATOR INSTALL, TO MATCH EXISTING/SURROUNDING 

21 METAL CORNER GUARD, UP TO 4'-0" HIGH 

22 EXISTING STOOP 

23 ADD IMPACT RESISTANT GYP BOARD TO PERIMETER OF COLUMN 

1 

2 

3 

4 

5 

2 

1 

AA4.01 

AA4.02 

1'-3" 12'-6" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 

6 

7 

8 

9 

1'-3" 

30'-01 8 " 30'-1 13 

16 " 

1'-1" 

D 

C 

B 

A 

DN 

23 

205C 

STAIR #2 

209 

23 23 

23 

CR 

FE 

CR 

205B 

23 23 23 23 23 23 23 23 

23 

64'-1" 

23 

23 

10 

CRAC 24 

23 23 

23 20 

23 

21 

21 

CR 

11 

10 

CRAC 3 

26'-4" 

FREIGHT 

ELEVATOR 

206 

10 

CRAC 4 

21 

20'-0" 

21 


205 

12 

23 23 

23 

23 

23 

23 

09 

CRAC 39 

23 23 

23 

23 

23 

23 

31'-10" 

2'-4" 

6'-4" 

23'-2" 

FE 

CR 

203 

CR 

205A 

UP 

25'-7" 

HALLWAY 

204 

EX. 

ELEVATOR 

213 

STAIR #1 

203 

23 

201 

EX. RESTROOM 

201 

202 

EX. CLOSET 

202 

DN 

1'-3" 

30'-3" 

30'-0" 

30'-0" 

1'-3" 

92'-6" 





DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

1 

AA4.01 

REVISIONS: 

NO 

DATE 

DESCRIPTION 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

SHEET TITLE 

1 

SECOND FLOOR PLAN 

SCALE: 1/8" = 1'-0" 

SECOND FLOOR PLAN 

SHEET NO 

AA1.02

GENERAL NOTES 

1. NEW SBS ROOFING SYSTEM TO BE INSTALLED FOR ENTIRETY OF ROOF 

2. ALL WORK ON EXISTING ROOF IS TO BE PERFORMED IN ACCORDANCE WITH MANUFACTURERS 

REQUIREMENTS TO MAINTAIN EXISTING AND NEW WARRANTIES. 

3. ALL ROOF PENETRATIONS OVER 8"X8" TO HAVE SECURITY BARS INSTALLED PER 8/AA1.04 

4. ALL EXISTING ROOF TOP UNITS TO BE RECONDITIONED FOR USE. REFER TO 

MECHANICAL PLANS FOR SCOPE OF ROOF TOP EQUIPMENT SERVICE AND MODIFICATIONS 

5. INSTALL NEW REFRIGERANT LINES FOR EACH RELOCATED ROOF TOP UNIT 

6. ALL CURBS ARE TO BE REMOVED PRIOR TO INSTALLING NEW ROOF. RELOCATED ROOF TOP 

UNITS ARE TO BE INSTALLED WITH NEW CURBS AT LOCATIONS WHERE CURBS PREVIOUSLY 

EXISTED. VERIFY IN FIELD LOCATION OF EXISTING CURBS, AND NOTIFY ARCHITECT IN 

PRE-CONSTRUCTION MEETING 

7. REMOVE, SERVICE, AND REINSTALL EXISTING LIGHTNING PROTECTION SYSTEM, PER 

MANUFACTURER'S RECOMMENDATIONS. 

8. REINSTALL ROOFTOP LIGHTING AND LIGHT FIXTURES THAT WERE REMOVED DURING 

RE-ROOING PROCESS. REPLACE ANY FIXTURES THAT WERE DEEMED INOPERABLE DURING 

TESTING. 

# 

KEYNOTES 

01 REMOVE EXISTING ROOFING SYSTEM TO EXIST. DECK, AND INSTALL NEW SBS ROOFING SYSTEM FOR ENTIRETY OF ROOF. 

02 REMOVE AND REPLACE CAP FLASH, SEE DET. 6/AA1.04; SECURE EXISTING ROOF PENETRATIONS WITH METAL BARS, SPRAY 

FOAM, AND MOTION SENSORS, SEE DET. 8/AA1.04. 

03 MODIFY EXISTING DOWNSPOUT TO DRAIN OVER NEW LOADING DOCK ROOF 

04 PREVIOUSLY REMOVED HVAC UNIT, TO BE REINSTALLED; SEE MECHANICAL. 

05 NEW HVAC UNIT 

06 LOCATION OF NEW HVAC UNIT, TO BE INSTALLED IN PHASE II. CONSTRUCT CURB HERE IN PHASE I. REFER TO DETAIL A/AA1.05. 

07 

08 

AREA OF ROOF TO BE DEMOLISHED IN ORDER TO INSTALL NEW ELEVATOR. 

NEW ROOF PADS 

09 EXISTING ROOFTOP UNITS; CLEAN & SERVICE, SEE MECHANICAL 

10 NEW EXHAUST VENT FOR FREIGHT ELEVATOR; SECURE AS REQUIRED, REFER TO 9-A1.04 

11 NEW SCUPPERS, CONDUCTOR HEADS AND DOWNSPOUTS, TO MATCH EXISTING FINISH 

12 

13 

NEW LOW SLOPE ROOF OVER FREIGHT ELEVATOR; SBS ROOFING SYSTEM 

EXPANSION JOINT AT CONNECTION OF NEW TO EXISTING. 

1 

2 

3 

2 

AA4.01 

4 

1 

AA4.02 

5 

2 

AA4.01 

6 

7 

8 

9 

13 

225'-0" 

1'-3" 12'-6" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 1'-3" 

D 

1'-3" 

02 02 

01 

30'-0" 

C 

SLOPE 

1 4 " PER 12" 

06 

04 

ACC-39 

06 

CU-1 

04 

ACC-3 

SLOPE 

1 4 " PER 12" 

4 

AA1.05 

SLOPE 

1 4 " PER 12" 

B 

A 

AA 

2 

AA1.05 

3 

AA1.05 

04 

ACC-5 

1 

AA4.01 

13 

02 

04 

ACC-6 

20'-3 1 2 " 

12 

03 18 

1 

AA1.04 

SLOPE 

1 4 " PER 12" 

07 

08 

2 

AA1.04 

26'-4" 

SLOPE 

1 4 " PER 12" 

10 

5 

AA1.04 

3 

AA1.04 

11 

13 

04 

ACC-24 

01 

04 

ACC-9 

04 

ACC-10 

04 

ACC-4 

02 

08 

4 

AA1.04 

301 

09 

E-EF-2 

09 

E-CU1 

05 

CU-2 

09 

E-CU2 

2 

30'-0" 

30'-0" 

1'-3" 

92'-6" 


DATE: 

PROJECT NO: 

REVISIONS: 

NO DATE 



12.10.12 

01-08-1070-00 

DESCRIPTION 


AB 

5 

AA1.05 

6 

AA1.05 

11 

11 

6'-2 5 8 " 

10" 3'-4" 20'-1" 

301 

STAIR #1 

301 

DN 

6'-2 5 8 " 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

PJ 

CP 

11 12 13 

2 

PENTHOUSE PLAN 

SCALE: 1/8" = 1'-0" 

ROOF PLAN 

SHEET NO 

1 

ROOF PLAN 

SCALE: 1/8" = 1'-0" 

AA1.03

EXISTING NON INSULATED 

METAL PANEL 

EXPANDABLE MATERIAL 

NEW SBS ROOF MEMBRANE 

EXISTING VAPOR BARRIER 

EXISTING 7 8" HAT CHANNEL 

EXISTING VAPOR BARRIER 

EXISTING NON INSULATED 

METAL PANEL 

EXISTING 7 8" HAT CHANNEL 

NEW CAP SHEET 

EXISTING CONCRETE CURB 

BASE FLASH 

NEW SHEET METAL 

FLASHING 

3 

4 " PLYWOOD 

NEW INSULATION 

EXISTING BATT INSULATION 

TO REMAIN IF IN GOOD 

CONDITION 

METAL LATH SECURITY MESH 

RE: SPECS 

3 

4" PLYWOOD 

METAL LATH SECURITY MESH RE: SPECS 

EXISTING PRE-CAST CONCRETE WALL 

EXISTING GYP. BOARD & BATT INSUL. 

CUT FRAME AROUND EXISTING OPENING 

TO ALLOW FOR NEW GYP. TO BE 

INSTALLED FLUSH WITH EXIST. GYP. 

5 8 " GYP BOARD, PAINTED TO 

MATCH SURROUNDING 

3 

4 " SAE 1045 STEEL BARS WELDED ALL 

AROUND SPACING MIN. 3" MAX. 6" 

1 

2" SAE 1045 STEEL CROSS BAR ON DUCTS 

EXCEEDING 12" DEEP (WELDED) 

TAMPER PROOF SHEET METAL SCREWS 

BATT INSULATION 

METAL STUDS 

EXISTING CURB FOR EXHAUST 

FAN, TO REMAIN 

REGLET CUT INTO PRE-CAST 

CONCRETE WALL PANEL 

METAL COUNTER FLASHING 

3 4 " PLYWOOD 

EXISTING EXAHUST FAN, 

TO BE REMOVED 

MAIN RECTANGULAR DUCT 

RE: MECHANICAL 

CONICAL TAP 


6" METAL STUDS 

9 GA 2" PLAIN STEEL WIRE 

FABRIC RE: SPECS 

3 

4 " PLYWOOD 

5 

(1) LAYER OF 8" GYP BD 

OVER 3 4" PLYWOOD 

2'-0" MIN. 

DUCT SIZE RE: MECHANICAL 

11 

AA1.04 

(2) LAYERS 5 8" GYP BD OVER 

6" NOM 16 GAUGE METAL STUDS AT 16" OC 

3"x3"x 1 4" ANGLE IRON WELD TO METAL SLEEVE 

1 TO 2 INCH WELD EVERY FOOT ALL AROUND 

1 

4" STEEL SLEEVE SAE 1045 PLATE ALL SIDES 

3 

4 " SAE 1045 STEEL BARS WELDED ALL AROUND 

SPACING MIN. 3" MAX. 6" 

1 



TAMPER PROOF 

SHEET METAL SCREWS 

SHEET METAL JACKET OVERLAP MIN. 3" TO 

TO EACH SIDE OF DUCTS JOINT 

DUCTS JOINTS BEYOND 

INSULATED AIR CONDITIONING DUCT 


WOOD BLOCKING 

3" MIN. INSULATION 

EXISTING CONCRETE ON 

METAL ROOF DECK 

EXISTING COLUMN 

NOTES: 

1. WALL HARDENING CONDITION ON LANDING WILL 

OCCUR FROM TOP OF LANDING LEVEL TO 

UNDERSIDE OF ROOF DECK. 

2. WALL HARDENING CONDITION ON STAIR WILL 

OCCUR FROM TOP OF LANDING LEVEL TO 

UNDERSIDE OF ROOF DECK. (ADD JBEAD AT THE 

BOTTOM OF PLYWOOD/GYPBOARD). 

3. COORDINATE GUARDRAILS AND/OR HANDRAILS 

FINAL LOCATION TO COMPLY WITH CODE IF 

AFFECTED BY HARDENING THE WALL. IF 

CONFLICT NOTIFY ARCHITECT 

EXISTING GYP. BOARD & BATT INSUL. 

METAL ANGLE 

SHEET METAL FLASHING, 

TO COMPLETELY COVER 

EXISTING CURB 

SEALANT AND BACK ROD 

FABRIC DUCT CLAMP 

FABRIC DUCT 

STEEL SECURITY GRID WELDED 

TO STUDS ALL AROUND 

1 

ROOF DETAIL: NEW GARAGE ROOF @ EXISTING WALL 

SCALE: 1 1/2" = 1'-0" 

4 

ROOF DETAIL: PENTHOUSE 

SCALE: 1 1/2" = 1'-0" 

7 

EXTERIOR WALL SECURITY CRAWL GUARD DETAIL 

SCALE: 1" = 1'-0" 

11 

TYP. INTERIOR WALL SECURITY CRAWL GUARD DETAIL 

SCALE: 1" = 1'-0" 

2 PLY ASSEMBLY 

TAPPERED EDGE STRIP 

3" MIN. POLY ISO INSULATED 

ADHERED TO DECK 

NEW METAL COMPOSITE DECK 

WITH CONCRETE RE: STRUCTURAL 

2 

NOTE: 

ALL CONCRETE SURFACE 

RECEIVING MBR MUST BE 

PRIMED WITH 

MANUFACTURER 

COMPATIBLE CONCRETE 

PRIMER 

GALV. CONT. WIND ANCHOR CLEAT 

FASTENED WITH NON CORROSIVE 

FASTENERS @ 24" O.C. 

FASCIA ASSEMBLY W/ DRIP EDGE 

INSTALL WITH NON CORROSIVE 

FASTENERS @ 3" O.C. STAGGERED 

(MATCH EXISTING) 

TREATED 2x4 WOOD BLOCKING 

MEMBRANE FLASHING 

BOND BEAM 

RE: STRUCTURAL 

ROOF DETAIL: ELEVATOR ROOF 

SCALE: 1 1/2" = 1'-0" 

A 


GALV. CONT. WIND ANCHOR CLEAT 

FASTENED WITH NON CORROSIVE 

FASTENERS @ 24" O.C. 

FASCIA ASSEMBLY W/ DRIP EDGE 

INSTALL WITH NON CORROSIVE 

FASTENERS @ 3" O.C. STAGGERED 

(MATCH EXISTING) 

CONDUCTOR HEAD/DOWNSPOUT BEYOND 

FLASHING MEMBRANE 


TAPPERED EDGE STRIP 



5 

RIGID 

INSULATION 

1 2 " PLYWOOD 

SEALANT AND 

BACKER ROD 

SEAL 

PENETRATION 



METAL COMPOSITE DECK 

WITH CONCRETE RE: STRUCTURAL 


NOTE: 



PRIMED WITH 

MANUFACTURER 


PRIMER 

ROOF DETAIL: SCUPPER @ ELEVATOR ROOF 

SCALE: 1 1/2" = 1'-0" 

A 

MULTI-PLY ASSEMBLY 

SCUPPER SET IN MODIFIED 

BITUMEN FLASHING CEMENT 

SHEET METAL FASHING 

SHEET METAL CONDUCTOR HEAD 

SHEET METAL DOWNSPOUT 

PRECAST PANEL 

GALV. MTL. 

FLASHING 

MTL. WIND 

CLEAT 

MTL. HOOD 

EXISTING 

REFRIGERANT 

PIPE, 

REINSTALLED 

8 

3" MIN. 6" MAX. 

ROOF OPENING SECURITY BARS DETAIL 

SCALE: 1 1/2" = 1'-0" 

EXISTING ROOF OPENING FRAME 

STEEL MEMBERS 

EXISTING CONDUITS/REFRIGERANT LINES 

RE: MEP 

1 

2" SAE 1045 STEEL CROSS BAR ON 

DUCTS EXCEEDING 12" DEEP (WELDED) 

3 

4 " SAE 1045 STEEL BARS WELDED TO EXISTING 

OPENING FRAME STEEL MEMBERS ALL AROUND 

SPACING MIN. 3" MAX. 6" COORDINATE WITH 

CONDUITS AND REFRIGERANT LINES RE: MEP 

EQ. EQ. EQ. 



FRAMED OPENING 

NOTE: 

REFER TO MECHANICAL DWGS FOR MORE 

INFORMATION 


STEEL SECURITY GRID WELDED 

TO STUDS ALL AROUND 

3 

4 " SAE 1045 STEEL BARS WELDED ALL 

AROUND SPACING MIN. 3" MAX. 6" 

1 

2" SAE 1045 STEEL CROSS BAR ON 

DUCTS EXCEEDING 12" DEEP (WELDED) 

INSULATED AIR CONDITIONING DUCT 


3"x3"x 1 4" ANGLE IRON WELD TO 

METAL SLEEVE1 TO 2 INCH WELD 

EVERY FOOT ALL AROUND 

1 

4" STEEL SLEEVE SAE 1045 PLATE 

ALL SIDES 


9 GA 2" PLAIN STEEL WIRE 

FABRIC RE: SPECS 

3 

4" PLYWOOD 

5 

(1) LAYER OF 8 " GYP BD 

OVER 3 4" PLYWOOD 





METAL COMPOSITE DECK WITH 

CONCRETE RE: STRUCTURAL 

STEEL BEAM 


CAP FLASH 

SBS ROOF MEM. 

9 

PARTIAL ROOF AXON: SCUPPER 

SCALE: NTS 

12 

TYP. INTERIOR WALL SECURITY CRAWL GUARD DETAIL 

SCALE: 1" = 1'-0" 

DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

EXISTING METAL 

COMPOSITE DECK 

WITH CONCRETE 


STEEL BEAM 


3 

8" NOMINAL CMU BLOCK 

MEMBRANE FLASHING 

CAN STRIP 


1/2" COVER BOARD 



ROOF DETAIL: ELEVATOR ROOF 

SCALE: 1 1/2" = 1'-0" 

NOTE: 



PRIMED WITH 

MANUFACTURER 


PRIMER 

6 

1 2 " PLYWOOD 

RIGID INSULATION 

WOOD BLOCKING 

EXISTING 

REFRIGERANT PIPING, 

TO BE REINSTALLED 

ROOF PIPE PENETRATION CURB DETAIL 

SCALE: 1 1/2" = 1'-0" 

EXISTING CONCRETE ON 

METAL ROOF DECK 

EXISTING ROOF OPENING 

STEEL FRAMING 

3 

4" SAE 1045 STEEL BARS WELDED 

TO EXISTING OPENING FRAME STEEL 

MEMBERS ALL AROUND SPACING 

MIN. 3" MAX. 6" COORDINATE WITH 

CONDUITS AND REFRIGERANT LINES 

BASE FLASH 

10 


EXISTING GYPBOARD 

3 

4 " SAE 1045 STEEL BARS WELDED 

ALL AROUNDSPACING MIN. 3" MAX. 6" 

1 




WALL VENT SECURITY GRILL 'A' 

SCALE: 1" = 1'-0" 

EXISTING HOOD, TO REMAIN 

EXISTING LOUVERS, TO REMAIN 

13 


EXISTING GYPBOARD 

CUT FRAME AROUND EXISTING OPENING TO ALLOW FOR 

NEW GYP. TO BE INSTALLED FLUSH WITH EXIST. GYP. 

5 8 " GYP BOARD, PAINTED TO MATCH SURROUNDING 

3 

4" SAE 1045 STEEL BARS WELDED ALL AROUND 

SPACING MIN. 3" MAX. 6" 

1 





METAL STUDS 

WALL VENT SECURITY GRILL DETAIL 'B' 

SCALE: 1" = 1'-0" 

6" MIN. 6" MIN. 

REMOVE EXISTING HOOD & LOUVERS 

3 4 " PLYWOOD 

METAL PANEL 

REVISIONS: 

NO 

DATE 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

DESCRIPTION 

ROOF & MISC 

DETAILS 

SHEET NO 

AA1.04 

CPO 

DW

METAL COPING 

METAL COPING 

PEEL & STICK MEMBRANE 

PEEL & STICK MEMBRANE 

EXISTING CONCRETE PANEL 

EXISTING CONCRETE PANEL 

CAP FLASH 

EXISTING VENT 

THROUGH ROOF 

CAP FLASH 

CANT 

EXISTING SCUPPER 

CAP FLASH 

SBS ROOF MEMBRANE 

BASE FLASH 

3" MIN. RIGID INSULATION 

4" 

4" MIN. 

4" MIN. 4" 

SEALANT 

1 2 " COVERBOARD 


BASE FLASH 

COVERBOARD 

8" MIN. 

2" MIN. 


BASE FLASH 

COVERBOARD 

8" MIN. 

EXISTING CONDUCTOR 

HEAD & DOWNSPOUT 

EXISTING METAL ROOF DECK 

& CONCRETE 

1 ROOF PENETRATION DETAIL 

2 PARAPET FLASHING DETAIL: EXISTING CONCRETE PANEL WALL 

3 SCUPPER DETAIL: EXISTING CONCRETE PANEL WALL 

SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2 = 1'-0" 

HVAC EQUIPMENT 

WOOD BLOCKING 

METAL FLASHING 

CAP FLASH 

CANT 

---- 


BASE FLASH 

COVERBOARD 

8" MIN. 

3" MIN. RIGID INSULATION 

EXISTING METAL ROOF DECK 

& CONCRETE 

4 MECHANICAL CURB DETAIL 

5 PARAPET FLASH DETAIL: NEW CMU WALL 

6 SCUPPER DETAIL: NEW CMU WALL 

SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" 

8" MIN. 

2" MIN. 

8" MIN. 

4" MIN. 


---- 




DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

REVISIONS: 

NO DATE DESCRIPTION 

---- ---- ---- 

DRAWN BY: 

CHECKED BY: 

PTJ 

CPO 

SHEET TITLE 

ROOF DETAILS 

SHEET NO 

AA1.05

9'-9 1 4 " 

5'-3 1 2 " 

2'-10" 

12 

21 

GENERAL NOTES 

THE FOLLOWING IS TYPICAL FOR ALL WORK: 

1. ALL EXTERIOR AND INTERIOR GUARDRAILS, HANDRAILS, 

PICKETS, POSTS AND STAIR METAL WORK TO BE GALVANIZED 

STEEL, U.N.O. NO FIELD WELDING. 

14'-9" 

5'-3 1 2 " 

8 TREADS @ 12'-0" = 8'-0" 

FIXTURE 

NUMBER 

P5 

P6 

EQUIPMENT 

NUMBER 

E1 

FIXTURE LEGEND 

FIXTURE DESCRIPTION 

ELKAY LUSTERTONE UNDERMOUNT SINGLE BOWL 

SINK, ADA COMPLIANT, STAINLESS STEEL 

ELUHAD1916, 18 1/2" W x 21 1/2" L x 5 1/2" D 

DANZE COMO SINGLE HANDLE PULL-DOWN 

FAUCET, D457144, ADA COMPLIANT, CHROME 

FINISH 

EQUIPMENT LEGEND 

EQUIPMENT DESCRIPTION 

REFRIGERATOR: GE PROFILE, ENERGY STAR, 

#PFSS9PKY STAINLESS STEEL 

NOTE: REFER TO PLUMBING DRAWINGS FOR 

MORE INFORMATION ON PLUMBING FIXTURES 

6 

12 

3 1 4 " 

13 

22 

1 3 4 " 

GUARDRAIL SECTION 

SCALE: 3/4" = 1'-0" 

3'-0" HANDRAIL (TYP.) 

4'-0" (MAX.) 

3'-6" GUARDRAIL (TYP.) 

21 4" O.C. (MAX.) 

13 

11 

2. REFER TO WALL AND ASSEMBLY SHEETS FOR SPRAY PROOF 

REQUIREMENTS FOR ALL STRUCTURAL STEEL MEMBERS, 

FLOOR/CEILING ASSEMBLIES AND ROOF ASSEMBLIES. 

3. ALL HANDRAILS TO BE MIN. 2 1/4" CLEAR FROM WALL/GUARD OR 

SUPPORT AND BE 1 1/2" DIAMETER. 

4. ALL EXTERIOR STAIRS TO SLOPE 1/8" PER 1'-0" TO PROVIDE 

POSITIVE WATER SHED. 

5. PROVIDE SLIP RESISTANT TREAD INSERTS AT ALL STAIR 

NOSINGS, U.N.O. 

6. ALL PICKETS TO BE 4" O.C. 

7. CONTRACTOR TO COORDINATE EXTERIOR STAIRS WITH CIVIL 

SPOT GRADES. ALL RISERS TO BE OF EQUAL HEIGHT PER STAIR 

RUN. RISERS SHALL BE MIN. 4" AND SHALL NOT EXCEED 7" AS 

PER CODE. 

8. UNDER STAIR CANE DETECTION RAILS TO BE INSTALLED UNDER 

INTERIOR STAIRS AND LANDINGS AT AREAS WHERE CLEARANCE 

IS LESS THAN 6'-8". DETECTION RAILS TO BE FULLY ENCLOSED 

TO PREVENT ACCESS. 1 1/2" DIA. RAIL AT 27" A.F.F. TO HAVE 

POSTS AT 4'-0" O.C. 

9. THE CONTRACTOR IS TO FILL ALL PENETRATIONS THROUGH THE 

STAIRWELLS WITH SOLID GROUT OR UTILIZE A THROUGH 

PENETRATION FIRESTOP SYSTEM THAT MEETS THE ASTM E 814. 

ALL PENETRATIONS THROUGH RATED CONSTRUCTION TO BE 

FIRESTOPPED. SEE SPECIFICATIONS FOR MORE INFORMATION 

ON FIRESTOPPING. 

114 

3" 

3'-0" 

6'-9" 

3'-6" 

11. REFER TO SHEET 4.02 FOR FURTHER DOCK LEVELLER 

INFORMATION. 

1 

+100'-0" 

4 

AA1.06 

10 

05 

3'-2" CLEAR 

ENLARGED STAIR PLAN 

SCALE: 1/2" = 1'-0" 

27 

8 TREADS @ 12' = 7'-0" 

4'-10 1 4 " 

10 

04 

DN 

+104'-0" 

7'-0" 9'-2" 6'-8" 

11'-3" 

07 

116C 

01 

07 

10 

3'-6" GUARD RAIL (TYP.) 

4" (MAX.) 

10 

1'-6" 

3'-4" 

5'-4 2 1 " 

1'-0 7 8 " 3'-4" 

4" 

1'-0 7 8 " 3'-4" 

4" 

10 

21 

10 

3" 

11 

12 

115A 

10 

3 

13 

107 

ENLARGED PLAN 

SCALE: 1/2" = 1'-0" 

1 

13 

10 

7 

8 

1 3/4" 

GUARDRAIL DETAIL 

SCALE: 3/4" = 1'-0" 

2 1 4 " 

U.N.O. 

11 

12 

1 1 2 " 

23 

HANDRAIL DETAIL 

SCALE: 3" = 1'-0" 

21 

15 

C L 

12 

3" DIA. 

24 

4" 

3'-6" GUARD RAIL (TYP.) 

# KEY NOTES: 

01 SECURITY WINDOW WITH TRANSACTION DRAWER; SEE 

SPECS 

02 PRECAST CONCRETE PANEL 

03 COILING OVERHEAD DOOR; SEE SPECS 

04 INTERIOR SURFACE MOUNTED BOLLARD 

05 

06 

07 

08 

DOCK LEVELLER BUMPERS; SEE SPECS 

DOCK LEVELLER LIP PLATE; SEE SPECS 

4"X4"X 1 4" CURB ANGLE ASSEMBLY; SEE STRUCTURAL 

RAMP LEVEL WITH DOCK FLOOR INSTALLED PER 

MANUFACTURER RECOMMENDATIONS 

09 DOCK LEVELLER CONTROLS 

10 SECURITY CARD READER 

11 1 1 2 DIAMETER GALVANIZED PIPE GUARDRAIL (TYP.) 

12 1 1 2" DIAMETER GALVANIZED PIPE HANDRAIL (TYP.) 

13 

1 2 " SQUARE STEEL PICKETS (TYP.) 

14 STEEL STAIR PAN 

15 NON-SLIP CONCRETE FILL 

16 STEEL DECKING 

17 STEEL CHANNEL 

18 METAL STAIR CARRIAGE 

19 ABRASIVE FILL AT NOSING 

20 4" STEEL TUBE 

21 

22 

1 1 2" DIAMETER GALVANIZED STEEL POLE 

METAL FLOOR CAP 

23 

1 2 " PIPE SUPPORT 

24 

3 8 " WALL PLATE 

25 EXPANSION JOINT, ALONG THIS WALL 

26 NEW GRABHOOK 

27 NEW DOCK SHELTER 





26 

115C 

08 

1'-0" 

8 1 4" 4" 

DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

06 

05 

4'-0" 

8" 

19 

6" 

1" 

3 

4 "C.L. 

1" 

1'-0" 

3'-0" HAND RAIL (TYP.) 

3'-0" HAND RAIL (TYP.) 

1'-0" 

19 

14 

17 

18 

15 16 

20 

4'-0"; 8 RISERS @ 6" EACH 

REVISIONS: 

NO DATE 

DESCRIPTION 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

07 

2'-3 1 4 " 

SHEET TITLE 

2" 

ENLARGED PLANS 

SHEET NO 

2 

ENLARGED LOADING DOCK PLAN 

SCALE: 1/2" = 1'-0" 

4 

CONCRETE STAIR SECTION 

SCALE: 3/4" = 1'-0" 

5 

METAL STAIR SECTION 

SCALE: 3/4" = 1'-0" 

AA1.06

DECK 

DECK 

SEALANT 

(1) LAYER 5 8" IMPACT RESISTANT 

GYP. BD. 

3/4" TREATED PLWD 


RE: SPECIFICATIONS 

NEW MTL STUD 

SEALANT 

8 7 8 " SEALANT 

6" BATT INSULATION 


GYP. BD. 

(1) LAYER 5 8" GYP BD OVER 

6" NOM 16 GAUGE METAL STUDS 

AT 16" OC 

RUBBER BASE - BOTH SIDES 

TOP OF FINISH FLOOR 


5 

8" GYP BD OVER 

6" NOM 16 GAUGE METAL STUDS AT 16" OC 

RUBBER BASE - BOTH SIDES 

NEW MTL STUD 


4 7 8 " 

INTERIOR PARTITION 

SECURITY PARTITION 'A' 

EQ. 1 HR RATED - UL #U465 

NOTE: DO NOT SCREW STUDS INTO TOP 

RUNNER TRACK. 

SLIP METAL STUD INTO RUNNER TRACK. 

DO NOT ATTACH GYP BD TO TOP RUNNER 

TRACK 

DECK 


GYP BD 

EXISTING WALL 

DIM. V.I.F. 

3/4" PLWD 



NEW MTL STUD 

RUBBER BASE 

DECK 

SEALANT 

(1) LAYER 5 8" GYP BD, TO BE 

INSTALLED IN PHASE 2 

3/4" TREATED PLWD 

7 5 8 " V.I.F. 

SECURITY PARTITION 'B' 

6" BATT INSULATION 


EXISTING STUD, 

TO REMAIN 

7 5 8 " 2 HR RATED UL #U905 

8" CMU WALL 

. 







EXISTING WALL FINISH, 

TO REMAIN 

DATE: 

PROJECT NO: 

REVISIONS: 

12.10.12 

01-08-1070-00 

NO 

DATE 

DESCRIPTION 

EXISTING STUD, TO REMAIN 

SEALANT 


VARIES 

SECURITY PARTITION 'C' 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

PJ 

CP 

1 WALL TYPES 

SCALE: NOT TO SCALE 

DEMO ONE SIDE OF EXISTING WALL, AND INSULATION. INSTALL 

NEW SECURITY PARTITION ON EXISTING FRAMING ASSEMBLY, 

AND WHILE MAINTAINING FINISH ON OPPOSITE SIDE OF WALL 

PARTITION TYPES 

SHEET NO 

AA1.07

GENERAL NOTES 

1. REPAIR EXISTING PRECAST CONCRETE PANELS AT LOCATIONS 

WHERE DAMAGE HAS OCCURRED. FINISH TO MATCH EXISTING. 

2. INSPECT EXISTING CONSTRUCTION JOINTS (PRECAST PANEL 

JOINTS) REPLACE DAMAGED OR DETERIORATED JOINT AS 

NECESSARY. 

SYMBOLS 

REMOVE, REPLACE TO MATCH EXISTING , SEE DET. 3/A4.01 

NEW CONSTRUCTION 

EXISTING TO REMAIN 

# 

ELEVATION KEYNOTES 

01A EXISTING WALL MOUNTED EXTERIOR LIGHT 

01B NEW WALL MOUNTED EXTERIOR LIGHT, TO MATCH EXISTING LIGHTS, SEE ELECTRIC 

02A EXISTING DOWNSPOUT AND SPLASHBLOCK 

02B NEW DOWNSPOUT AND SPLASHBLOCK, TO MATCH EXISTING 

02C EXISTING DOWNSPOUT, MODIFY TO EMPTY ONTO ROOF OF NEW SALLYPORT 

02D REMOVE EXISTING DOWNSPOUT 

03A EXISTING VENT; INSTALL NEW SECURITY GRILL, SEE SET. 9/AA1.04 

03B EXISTING VENT; INSTALL SECURITY GRILL AND SEAL OPENING. SEE DET. 13/AA1.04 

04 ROUGH IN FOR NEW SECURITY CAMERA, BY OWNER. COORDINATE LOCATION WITH ELECTRICAL 

05 EXISTING WALL MOUNTED EXHAUST FAN; INSTALL SECURITY GRILL AND SEAL OFF. SEE DET. 7/AA1.04 

06 REMOVE EXISTING SIGNAGE EQUIPMENT, REPAIR PANELS TO MATCH EXISTING 

07 NEW DUMPSTER ENCLOSURE, SEE CIVIL 

08 NEW BOLLARDS 

09 EXISTING VENT 

10 OH COILING SHUTTER 

12 NEW METAL COPING TO MATCH EXISTING 

13 CONCRETE LANDING 

14 EXPANSION JOINT 

15 INSULATED OVERHEAD COILING DOOR 

16 NEW CONCRETE LANDING & RAMP W/ METAL RAIL 

17 NEW DOOR AND FRAME 

1 

HOWARD AVENUE ELEVATION 

SCALE: 1/8" = 1'-0" 





DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

REVISIONS: 

NO DATE 

DESCRIPTION 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

SHEET TITLE 

2 

SOUTH RENDON STREET ELEVATION 

SCALE: 1/8" = 1'-0" 

EXTERIOR 

ELEVATIONS 

SHEET NO 

AA3.00

AB 

AA 

A B C D 

TOP OF PARAPET 

ELEV + 146'-7" 

GENERAL NOTES 

1. REPAIR EXISTING PRECAST CONCRETE PANELS AT LOCATIONS 

WHERE DAMAGE HAS OCCURRED. FINISH TO MATCH EXISTING. 

2. INSPECT EXISTING CONSTRUCTION JOINTS (PRECAST PANEL 

JOINTS) REPLACE DAMAGED OR DETERIORATED JOINT AS 

NECESSARY. 

SYMBOLS 

REMOVE, REPLACE TO MATCH EXISTING , SEE DET. 3/A4.01 

NEW CONSTRUCTION 

EXISTING TO REMAIN 

# 


01A EXISTING WALL MOUNTED EXTERIOR LIGHT 

01B NEW WALL MOUNTED EXTERIOR LIGHT, TO MATCH EXISTING LIGHTS, SEE ELECTRIC 

02A EXISTING DOWNSPOUT AND SPLASHBLOCK 

02B NEW DOWNSPOUT AND SPLASHBLOCK, TO MATCH EXISTING 

02C EXISTING DOWNSPOUT, MODIFY TO EMPTY ONTO ROOF OF NEW SALLYPORT 

02D REMOVE EXISTING DOWNSPOUT 

03A EXISTING VENT; INSTALL NEW SECURITY GRILL, SEE SET. 9/AA1.04 

03B EXISTING VENT; INSTALL SECURITY GRILL AND SEAL OPENING. SEE DET. 13/AA1.04 

04 ROUGH IN FOR NEW SECURITY CAMERA, BY OWNER. COORDINATE LOCATION WITH ELECTRICAL 

05 EXISTING WALL MOUNTED EXHAUST FAN; INSTALL SECURITY GRILL AND SEAL OFF. SEE DET. 7/AA1.04 

06 REMOVE EXISTING SIGNAGE EQUIPMENT, REPAIR PANELS TO MATCH EXISTING 

07 NEW DUMPSTER ENCLOSURE, SEE CIVIL 

08 NEW BOLLARDS 

09 EXISTING VENT 

10 OH COILING SHUTTER 

12 NEW METAL COPING TO MATCH EXISTING 

13 CONCRETE LANDING 

14 EXPANSION JOINT 

15 INSULATED OVERHEAD COILING DOOR 

16 NEW CONCRETE LANDING & RAMP W/ METAL RAIL 

17 NEW DOOR AND FRAME 

04 

04 04 

1 

AA4.01 


ELEV + 137'-7" 

02C 

03B 

TOP OF STEEL 

ELEV + 133'-10" 

12 

14 

# 



ELEV + 124'-0" 

EQ. 

EQ. 

01A 

01A 

03A 

01A 

01A 

SECOND FLOOR 

ELEV + 117'-0" 

17 

01B 

TOP OF DUMPSTER 

ELEV + 108'-0" 

TOP OF DOCK 

ELEV + 104'-0" 

FIRST FLOOR 

ELEV + 100'-0" 

17 

17 

EXISTING 

17 

EXISTING 

GRADE 

ELEV + 99'-9" (VARIES) 

1 

PALMETTO STREET ELEVATION 

SCALE: 1/8" = 1'-0" 

9 

8 

7 

6 

04 04 

5 

1 

AA4.02 

4 

2 

AA4.01 

3 

2 

1 


ELEV + 146'-7" 


ELEV + 137'-7" 

TOP OF STEEL 

ELEV + 133'-10" 






ELEV + 124'-0" 

SECOND FLOOR 

ELEV + 117'-0" 

DATE: 

PROJECT NO: 

REVISIONS: 

NO DATE 

12.10.12 

01-08-1070-00 

DESCRIPTION 

05 

TOP OF DUMPSTER 

ELEV + 108'-0" 

TOP OF DOCK 

ELEV + 104'-0" 

FIRST FLOOR 

ELEV + 100'-0" 

GRADE 

ELEV + 99'-9" (VARIES) 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

PJ 

CP 

2 

SOUTH SALCEDO STREET ELEVATION 

SCALE: 1/8" = 1'-0" 

EXTERIOR 

ELEVATIONS 

SHEET NO 

AA3.01

1 

LONGITUDNAL BUILDING SECTION @ LOADING DOCK 

SCALE: 1/8" = 1'-0" 

# 

KEY NOTES: 

01A GRADE & FILL (RE: CIVIL, LANDSCAPE & STRUCT. DWGS) 

01B OPEN CRAWL SPACE 

02A PILES (RE: STRUCTURAL DRAWINGS) 

03A CONC. FOUNDATION / FOOTING / PILE CAP (RE: STRUCT. DWGS) 

03B CONCRETE SIDEWALK (RE: CIVIL DRAWINGS) 

03C CONCRETE WALL 

03D CONCRETE FLOOR SLAB (RE: STRUCTURAL DRAWINGS) 

03E PRE-CAST CONCRETE WALL PANEL & ANCHORS (RE. STRUCT. 

DWGS) 

03F PRE-CAST CONCRETE PANEL JOINT 

03J CONCRETE PEDESTAL 

03K 

03L 

METAL STAIR 

GROUT FILL 

04C CONCRETE MASONRY UNIT / C.M.U. (NOMINAL 8"x8"x16") U.O.N. 

04D CONCRETE MASONRY UNIT LINTEL (RE:STRUCTURAL) 

04E MASONRY WALL TIES / ANCHORS AT CONC. WALL 

04G CMU BOND BEAM (RE: STRUCTURAL) 

04P CONCRETE STAIR 

04R CONTROL JOINT TIE @16" VERTICAL (RE: SPECS) 

04U PLUMBING CHASE. (SEE PLUMBING DRAWINGS) 

05A MTL HANDRAIL (GALV. STL.) - PICKETS, POSTS, & GUARDRAILS - 

FOR TYPICAL GUARD / HANDRAIL SEE SHEET A1.05 

05B EXISTING EGRESS STAIR 

05D COLD FORMED MTL FRAMING W/ TOP & BOTTOM TRACK. 

05E STRUCTURAL STEEL BEAM (RE: STRUCTURAL ) 

07H FIBERGLASS BATT INSULATION 

07J 2-PLY SBS MODIFIED BITUMEN ROOFING SYSTEM 

05F STRUCTURAL STEEL COLUMN (RE: STRUCTURAL) 

05H GALV. METAL DECKING 

05J GALV. STL. LINTEL. (RE: STRUCTURAL) 

05K STL. ANGLE (RE: STRUCTURAL) 

05L STL. PLATE (RE: STRUCTURAL) 

05M GYP. BD. OVER STL. STUD FRAMING 

05N STEEL FRAMING (RE: STRUCTURAL) 

05Q ALUMINUM HAT CHANNEL 

05R STEEL ANGLE 

05S MISC. STL EMBED PLATE & STL DOWNSPOUT PLATE CONNECTOR 

05T STRUCTURAL STEEL BRACING (RE: STUCTURAL ) 

05W BOLLARDS 

05X METAL LADDER COORDINATE LOCATION WITH ELEVATOR MANUF. 

05Y DIAMOND PLATE 4'X8' WALL PROTECTION 

05Z ALUMINUM TRIM (INSIDE CORNER, OUTSIDE CORNER, FLAT) 

05AA 9 GA 2" PLAIN STEEL WIRE FABRIC RE: SPECS 

06A TREATED WD BLOCK. W COUNTERSUNK ANCHORS AS SHOWN 

06B TREATED WOOD SHIM W/ SEALANT & BACKER ROD 

06D 

3 

4 " PLYWOOD 

06E WOOD BLOCKING 

07C METAL TRIM 

07E SHEET METAL FLASHING 

07F ALUMINUM LADDER RE: SPECS 

07G VAPOR BARRIER (CONT.) 

07K EXISTING EPDM ROOFING SYSTEM 

07L SHEET METAL GUTTER (MATCH EXISTING) 

07M SHEET METAL CONDUCTOR HEAD (MATCH EXISTING) 

07N SHT MTL DOWNSPOUT & ATTACHMENTS 48" O.C.(MATCH 

EXISTING) 

07Q METAL COMPOSITE DECK W/ CONC. 

07V ROOFING SUBSTRATE & ROOFING INSULATION 

07W OVERFLOW SCUPPER 

07X PARAPET WALL 

07AA CONCRETE SPLASH BLOCK 

07BB CANT STRIP 

07CC COPING - RE: ROOF DETAILS 

07FF SEALANT & BACKER ROD 

07GG CAULK & BACKER ROD 

07JJ SHEET METAL COUNTER FLASHING REGLET 

07KK METAL Z-GIRT 

07LL 

07MM 

METAL CLOSURE PIECE 

METAL CORNER GUARD, 4' TALL MINIMUM 

08A HOLLOW METAL DOOR AND FRAME 

08B INSULATED METAL COILING OVERHEAD DOOR 

08F TRANSACTION WINDOW 

08H METAL LOUVER (MATCH EXISTING) 

08M LOOSE WIRE ANCHOR (RE: SPECS) 

09A GYPSUM WALL BD. (RE: PARTITION TYPES) 

09B 1-1/2" RIGID INSULATION BOARD, TAPE ALL JOINTS 

09E ACOUSTICAL BATT INSULATION 

5 

09F 8" GYP. WALL BD. OVER HAT CHANNELS (RE: FINISH SCHEDULE) 

09G "J" BEAD W/ SEALANT 

09H FIBERGLASS OR MINERAL WOOL INSULATION 

09L GYP CEILING REFER TO RCP's 

09K FLOOR UL DESIGN TO MEET 1 HR RATING EQUIVALENT 

09M 

7 8 " STUCCO (RE: SPECS) 

09N 

09Q 

1 4" FIBER CEMENT BOARD 

IMPACT RESISTANT GYP. BOARD 

14A 3 STOP HYDRAULIC ELEVATOR 

14B HYDRAULIC DOCK LEVELER 

14C DOCK SHELTER 

14D GRAB HOOK 

15A MECHANICAL EQUIPMENT AND DUCTWORK (RE: MECHANICAL) 

15B SUMP PUMP (RE: PLUMBING-STRUCTURAL) 

26A LIGHT FIXTURE (RE: ELECTRICAL) 

26B CONTROL PANEL AND CONDUITS (RE: ELECTRICAL) 

1/AA4.01 


2/AA4.01 

SECTION KEY PLAN 





DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

REVISIONS: 

NO 

DATE 

DESCRIPTION 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

SHEET TITLE 

BUILDING SECTIONS 

SHEET NO 

2 

TRANSVERSE BUILDING SECTION @ LOADING DOCK 

SCALE: 1/8" = 1'-0" 

3 

PARTIAL SOUTH RENDON STREET ELEVATION @ COLUMNS 4-5 

SCALE: 1/8" = 1'-0" 

A4.01

1 

04C 

08B 

14D 

14B 

BUMPER 

05K 

4"X4"X1/4" 

03D 

03A 

2'-7" CLEAR PIT 

05E 

EXISTING 

03E 

EXISTING 

05E 

EXISTING 

03E 

EXISTING 

03C 

EXISTING 

TRANSVERSE BUILDING SECTION @ ELEVATOR/LOADING DOCK 

SCALE: 1/8" = 1'-0" 

D 

14B 

MAIN LIFT CYLINDER 

14B 

FREIGHT ELEVATOR 

03D 

05K 

4"X4"X1/4" 

05E 

EXISTING 

2'-8" CLEAR PIT 

05E 

EXISTING 

03D 

EXISTING 

C 

08A 

07J 

05E 

05F 

08A 

B 

15A 

EXISTING 

05W 05W 05W 

05K 

REAR CURB ANGLE 

109" 

31" 

26B 

21" 

14B 

PIT 

05K 

FACE CURB ANGLE 

135" 

14D 

07J 

A 

AA 

07M 

05E 

03E 

07N 

07J 

05E 

EXISTING 

08A 

32" 

1 

05K 

FRONT CURB ANGLE 

AB 

07X 

07M 

05E 

05F 

07N 

07AA 

26B 

03D 

03C 

ELEV + 137'-7" 


ELEV + 124'-1 1/2" 


ELEV + 122'-5 3/4" 

T.O. STEEL H.P. 

ELEV + 122-1 1/2" 

T.O. STEEL L.P. 

ELEV + 117'-0" 

SECOND FLOOR 

ELEV + 104'-0" 

TOP OF DOCK 

ELEV + 100'-0" 

FIRST FLOOR 

ELEV + 99'-6" 

GRADE 

3'-0" 3'-2 1 2 " 

6'-2 1 2 " 

4'-0" 

# 

KEY NOTES: 









DWGS) 



03K 

03L 

METAL STAIR 

GROUT FILL 


























05W BOLLARDS 







06D 

3 

4 " PLYWOOD 










EXISTING) 












07LL 

07MM 











5 






09M 


09N 

09Q 






14D GRAB HOOK 






SECTION KEY PLAN 


1/AA4.02 




2 

LOADING DOCK DETAIL 

SCALE: 1/8" = 1'-0" 

3 

LOADING DOCK PIT AXON 

SCALE: 1/8" = 1'-0" 

4 

TRANSACTION WINDOW DETAIL 

SCALE: 3/4" = 1'-0" 

DATE: 

PROJECT NO: 

REVISIONS: 

NO DATE 

12.10.12 

01-08-1070-00 

DESCRIPTION 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

SHEET TITLE 

BUILDING SECTIONS 

SHEET NO 

AA4.02

1 

03A 

EXISTING 

2'-6" 

15B 

FREIGHT ELEVATOR PIT PLAN 

SCALE: 3/8" = 1'-0" 

SLOPE 

1/8" PER 1'-0" 

SLOPE 

1/8" PER 1'-0" 

18'-11" ROUGH OPENING 

18'-0" 

CLEAR OPENING 

16'-0" CLEAR HOISTWAY & PIT 

3'-0" 

4 

AA4.03 

14A 

GUIDE RAILS TOWER 

05N 

03A 

EXISTING 

5 

AA4.03 

05X 

03C 

2'-6" 

05E 

05E 

07J 

05E 

03C 

REMOVE/REPLACE RE: STRUCTURAL 

8 

05E 

05E 

05E 

EXISTING 

03E 

05E 

A 

AA 

03E 

07JJ 

05L 

08A 

05W 

03D 

# 

KEY NOTES: 









DWGS) 



03K 

03L 

METAL STAIR 

GROUT FILL 


























05W BOLLARDS 







06D 

3 

4 " PLYWOOD 










EXISTING) 












07LL 

07MM 











5 






09M 


09N 

09Q 






14D GRAB HOOK 









03A 

EXISTING BELOW 

03A 

EXISTING BELOW 

3 

FREIGHT ELEVATOR SECTION 

SCALE: 3/8" = 1'-0" 

14A 

DOORS 

14A 

SILL ASSEMBLY 

03D 

04C 

ROUND BARS 

03D 

EXISTING 

04C 

05X 

ANCHOR TO CMU 

DATE: 

PROJECT NO: 

REVISIONS: 

NO DATE 

12.10.12 

01-08-1070-00 

DESCRIPTION 

05F 

EXISTING 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

03C 

04C 

BAR STRINGER 

03C 

05X 

EXPANSION BOLTS 

SHEET TITLE 

ELEVATOR 

SECTIONS, PLANS & 

DETAILS 

SHEET NO 

2 

FREIGHT FLOOR PLAN 

SCALE: 3/8" = 1'-0" 

4 


SCALE: 3/8" = 1'-0" 

5 


SCALE: 3/8" = 1'-0" 

AA4.03

1'-6" 

1'-6" 

14B 

14D 

05K 

1'-3" 

1'-3" 

1 SIM. 

ELEV + 124'-1 1/2" 


1'-3" 

1'-3" 

# 

KEY NOTES: 









DWGS) 



03K 

03L 

METAL STAIR 

GROUT FILL 


























05W BOLLARDS 







06D 

3 

4 " PLYWOOD 










EXISTING) 












07LL 

07MM 











5 






09M 


09N 

09Q 






14D GRAB HOOK 









03D 

DATE: 

PROJECT NO: 

REVISIONS: 

12.10.12 

01-08-1070-00 

NO 

DATE 

DESCRIPTION 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

SHEET TITLE 

WALL SECTIONS 

SHEET NO 

1 

WALL SECTION 

SCALE: 1/2" = 1'-0" 

2 

WALL SECTION 

SCALE: 1/2" = 1'-0" 

3 

WALL SECTION 

SCALE: 1/2" = 1'-0" 

4 

WALL SECTION 

SCALE: 1/2" = 1'-0" 

AA5.00

1'-3" 

AA 

ELEV + 124'-1" 


# 

KEY NOTES: 









DWGS) 



03K 

03L 

METAL STAIR 

GROUT FILL 


























05W BOLLARDS 







06D 

3 

4 " PLYWOOD 










EXISTING) 












07LL 

07MM 











5 






09M 


09N 

09Q 






14D GRAB HOOK 









DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

REVISIONS: 

NO 

DATE 

DESCRIPTION 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

SHEET TITLE 

1 

WALL SECTION 

SCALE: 1/2" = 1'-0" 

WALL SECTIONS 

SHEET NO 

AA5.01

1 

2 

03D 

05W 

03C 

03A 

07E 

07J 

07V 

07Q 

WALL DETAIL 

SCALE: 1" = 1'-0" 

WALL DETAIL 

SCALE: 1" = 1'-0" 

AB 

AB 

1'-6" 

RE: 1/A5.00 

1'-6" 

RE: 1/A5.00 

06E 

07CC 

07X 

07BB 

05K 

07M 

07N 

04C 

07G 

09H 

05Q 

09N 

07N 

03C 

07G 

09H 

05Q 

09N 

07AA 

01A 

03A 

02A 

4 

5 

A 

WALL DETAIL 

SCALE: 1" = 1'-0" 

03E 

EXISTING 

09A 

EXISTING 

07H 

EXISTING 

A 

WALL DETAIL 

SCALE: 1" = 1'-0" 

A 

RE: 1/A5.01 

1'-3" 

RE: 1/A5.01 

07X 

BEYOND 

07CC 

03E 

07X 

05K 

05E 

05K 

05F 

07JJ 

AA 

AA 

AA 

NOTE: EXISTING WALL SECTION CONDITION 

THIS DRAWING (4 /A6.00) IS FOR INFORMATIONAL 

PURPOSES 

7 

8 

9 

WALL DETAIL 

SCALE: 1" = 1'-0" 

WALL DETAIL 

SCALE: 1" = 1'-0" 

WALL DETAIL 

SCALE: 1" = 1'-0" 

09A 

07H 

05K 

05E 

05K 

04G 

09L 

05E 

RE: 2/A5.01 

RE: 2/A5.01 

RE: 2/A5.01 

04C 

07JJ 

11 

12 

05K 

05E 

05K 

07E 

07J 

07BB 

07J 

07V 

07Q 

WALL DETAIL 

SCALE: 1" = 1'-0" 

WALL DETAIL 

SCALE: 3" = 1'-0" 

RE: 3/A4.03 

09H 

05Q 

09N 

07G 

07LL 

05E 

05F 

05E 

05K 

07J 

07V 

07Q 

# 

KEY NOTES: 









DWGS) 



03K 

03L 

METAL STAIR 

GROUT FILL 


























05W BOLLARDS 







06D 

3 

4 " PLYWOOD 










EXISTING) 












07LL 

07MM 











5 






09M 


09N 

09Q 






14D GRAB HOOK 






DATE: 

PROJECT NO: 




12.10.12 

01-08-1070-00 

09A 

1'-3" 

REVISIONS: 

NO 

DATE 

DESCRIPTION 

07H 

03F 

07Q 

05E 

03E 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

PJ 

CP 

05K 

WALL DETAILS 

SHEET NO 

3 

WALL DETAIL 

SCALE: 1" = 1'-0" 

6 

WALL DETAIL 

SCALE: 1" = 1'-0" 

RE: 1/A5.01 

NOTE: EXISTING WALL SECTION CONDITION 

THIS DRAWING (6 /A6.00) IS FOR INFORMATIONAL 

PURPOSES 

AA6.00

03C 

EXISTING FLOOD WALL 

1 

2 

3 

08A 

03E 

EXISTING 

1'-3" 

1 1 2 " 

PLAN DETAIL 

SCALE: 1" = 1'-0" 

05BB 

PLAN DETAIL 

SCALE: 1" = 1'-0" 

08B 

DOORS GUIDES 

05F 

09H 

07FF 

07G 

05BB 

09H 

09N 

PLAN DETAIL 

SCALE: 1" = 1'-0" 

08B 

DOOR GUIDES 

05L 

05R 

04C 

04R 

07GG 

04C 

3 

8 " 

09H 

07GG 

04R 

08A 

08B 

4 

08B 

1'-3" 

09N 

11 

2'-6" V.I.F. 

05F 

EXISTING 

09A 

EXISTING 

04C 

05R 

07G 

1'-6" 

AB 

04R 

07GG 

03E 

EXISTING 

5 

6 

7 

03C 

EXISTING FLOOD WALL 

AB 

1'-6" 

1'-3" 

PLAN DETAIL 

SCALE: 1" = 1'-0" 

PLAN DETAIL 

SCALE: 1" = 1'-0" 

09Q 

09A 

EXISTING 

05F 

EXISTING 

05D 

EXISTING 

03E 

EXISTING 

1'-3" 

04C 

05F 

14 

1'-3" 

13 05BB 

09N 

EQ. V.I.F. 

6 

EQ. V.I.F. 

TYP. WALL PROTECTION DETAIL 

SCALE: 1" = 1'-0" 

EQ. V.I.F. 

EQ. V.I.F. 

05F 

EXISTING 

09A 

EXISTING 

05FF 

EXISTING 

04C 

07G 

09H 

07FF 

C 

07FF 

09H 

09N 

05BB 

07G 

# 

KEY NOTES: 









DWGS) 



03K 

03L 

METAL STAIR 

GROUT FILL 


























05W BOLLARDS 







06D 

3 

4 " PLYWOOD 










EXISTING) 












07LL 

07MM 











5 






09M 


09N 

09Q 






14D GRAB HOOK 









09Q 

06D 

09A 

09Q 

09A 

EXISTING 

09A 

09Q 

05F 

EXISTING 

5 

DATE: 

PROJECT NO: 

REVISIONS: 

12.10.12 

01-08-1070-00 

05D 

05AA 

09E 

5 

B 

05D 

EXISTING 

05F 

EXISTING 

09A 

EXISTING 

09Q 

06D 

05AA 

09E 

EQ. V.I.F. 

EQ. V.I.F. 

C 

NO DATE 

DRAWN BY: 

CHECKED BY: 

DESCRIPTION 

PJ 

CO 

SHEET TITLE 

PLAN & MISC. 

DETAILS 

SHEET NO 

4 

PLAN DETAIL 

SCALE: 1" = 1'-0" 

8 

PLAN DETAIL 

SCALE: 1" = 1'-0" 

AA6.01

GENERAL NOTES 

1. FURNITURE SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT. 

2. FOR FURNITURE ELECTRICAL REQUIREMENTS, REFER TO ELECTRICAL DRAWINGS, TYP. 

1 

2 

3 

4 

5 

6 

7 

8 

9 

D 

01 

B 

C 





DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

A 

REVISIONS: 

AA 

NO 

DATE 

DESCRIPTION 

AB 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

PJ 

CP 

11 12 13 

FIRST FLOOR 

FURNITURE PLAN 

SHEET NO 

1 

FIRST FLOOR FURNITURE PLAN 

SCALE: 1/8" = 1'-0" 

AA7.00

GENERAL NOTES 

1. FURNITURE SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT. 

2. FOR FURNITURE ELECTRICAL REQUIREMENTS, REFER TO ELECTRICAL DRAWINGS, TYP. 

1 

2 

3 

4 

5 

6 

7 

8 

9 

D 

05 

01 

C 

B 

A 

DN 

Flat Files 

Flat Files 

Flat Files 

Flat Files 

03 

02 

1" 

04 

UP 

DN 





DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

REVISIONS: 

NO 

DATE 

DESCRIPTION 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

SHEET TITLE 

1 

SECOND FLOOR FURNITURE PLAN 

SCALE: 1/8" = 1'-0" 

SECOND FLOOR 

FURNITURE PLAN 

SHEET NO 

AA7.01

2 

AA7.02 

7 EQ. 

W-1 

PL-1 UPPER CABINETS 

2'-10" 3'-4" 1'-6" 

REFRIGERATOR 

5 

AA7.02 

3 

AA7.02 

4 

AA7.02 

PL-2 BACKSPLASH 

PL-2 COUNTERTOP 

PL-1 BASE CABINETS 

PL-1 BASE 

RE: EQUIP. SPECS 

3'-0" CLR 1'-4 1 4 " 

1 

BREAKROOM MILLWORK ELEVATION 

SCALE: 3/8" = 1'-0" 

BLOCKING AS REQUIRED 

1/4" CABINET BACKER 

2 1/4" 

1'-0" 

SEE ELEV. 

CONCEALED HINGE 

ADJUSTABLE SHELF 

WHITE MELAMINE AT 

INTERIOR OF MILLWORK 

SPECIFIED PULL 

PROVIDE STANDARD 

CABINET LOCK AND KEY 

SCHEDULED LIGHT 

FIXTURE; REFER TO 

REFLECTED CEILING PLAN 

BACKSPLASH 

BLOCKING AS 

REQUIRED 


2'-0" 

4" 

3" 

2'-10" 

1 1/2" 

PLAM ON 3/4" MDF SUBSTRATE 




ADJUSTABLE SHELF 


TOE KICK 

SCHEDULED FLOOR 

BLOCKING AS 

REQUIRED 


4" 

2'-0" 3" 

4" 

2'-10" 

1 1/2" 

PLAM ON 3/4" MDF SUBSTRATE 

2 TYPICAL DETAIL-UPPER CABINET 

3 TYPICAL DETAIL-BASE CABINET 

4 TYPICAL DETAIL-BASE CABINET W/ DRAWERS 

5 TYPICAL DETAIL-BASE CABINET W/ ADA SINK 

SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 

FINISH KEY SCHEDULE 

W-1 

B-1 

C-1 

PL-1 

PL-2 

Mat'l: 

Mfgr: 

Model: 

Style: 

Color: 

Dimen: 

Mat'l: 

Mfgr: 

Model: 

Style: 

Color: 

Dimen: 

Mat'l: 

Mfgr: 

Model: 

Style: 

Color: 

Dimen: 

Mat'l: 

Mfgr: 

Model: 

Style: 

Color: 

Dimen: 

Mat'l: 

Mfgr: 

Model: 

Style: 

Color: 

Dimen: 

6 FINISH SCHEDULE 

SCALE: NTS 

PAINT 

SHERWIN WILLIAMS 

SW7002 

-- 

DOWNY 

-- 

VINYL BASE 

Roppe 

Vinyl Base 

Standard with Toe 

#124 TAUPE 

4" 

PAINTED CEILING 

-- 

-- 

-- 

See Remarks 

-- 

PLASTIC LAMINATE 

LAMINART 

#2432-T 

TEXTURED FINISH 

SILK ROAD 

-- 

PLASTIC LAMINATE 

LAMINART 

#5030-P 

PRISMA FINISH 

EURO GOLDSILVER 

-- 

ALL WALLS TO BE EGGSHELL 

ALL DOORS & TRIMS TO BE SEMI-GLOSS 

ALL CEILINGS TO BE FLAT 

1. Sherwin Williams - Ceiling Bright White, SW 7007 

1. See Elevations 

1. See Elevations 

SPCIFIED PULL 



DRAWER GLIDES 

TOE-KICK 


ADA FAUCET 

BACKSPLASH 

PLAM 

BLOCKING AS 

REQUIRED 


9" MIN. 

6" MAX. 

2'-0" 

2'-3" MIN. 

8" MIN. 

4" 

3" 

4" 

2'-10" 

1 1/2" 

SINGLE SINK 

PLAM ON 3/4" PLYWOOD SUBSTRATE 




ADA 


TOE KICK 



DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 



12.10.12 

01-08-1070-00 

DESCRIPTION 

INTERIOR 

ELEVATIONS 

SHEET NO 

AA7.02 


AK 

CP

DOOR AND FRAME SCHEDULE 

NUMBER 

DOOR 

TYPE 

SIZE 

FRAME 

WD HGT THK MATL GLAZING MATL EL HEAD DETAIL JAMB DETAIL SILL DETAIL 

FIRE 

RATING 

LABEL 

SET 

NO 

KEYSIDE RM 

NO 

NOTES 

101A 

102 

101B 

EXISTING; CLEAN, PAINT, AND REPLACE HARDWARE 



103 

104A 

104B 




106 

107 



108 


110A C 3'-0" 7'-6" 1 3/4" METAL HM 

7/AA8.01 8/AA8.01 11/AA8.01 

111A E 3'-0" 7'-6" 1 3/4" METAL HM 

7/AA8.01 8/AA8.01 11/AA8.01 

SECURITY DOOR W/ VISION PANEL 

111B 

D 20'-0" 10'-0" 1 3/4" METAL HM 

3/AA8.01 

4/AA8.01 

OVERHEAD COILING DOOR 

111C E 3'-0" 7'-6" 1 3/4" METAL HM 

7/AA8.01 8/AA8.01 11/AA8.01 


111D 

D 20'-0" 10'-0" 1 3/4" METAL HM 

3/AA8.01 

4/AA8.01 


111E E 3'-0" 7'-6" 1 3/4" METAL HM 

7/AA8.01 8/AA8.01 11/AA8.01 


112 C 3'-0" 7'-6" 1 3/4" METAL HM 

9/AA8.01 SIM. 10/AA8.01 SIM. 11/AA8.01 

114 B 3'-0" 7'-6" 1 3/4" METAL HM 5/AA8.01 6/AA8.01 11/AA8.01 

115A E 3'-0" 7'-6" 1 3/4" METAL HM 9/AA8.01 SIM. 10/AA8.01 SIM. 11/AA8.01 


115B B 3'-0" 7'-6" 1 3/4" METAL HM 

9/AA8.01 10/AA8.01 11/AA8.01 

115C 

D 12'-0" 10'-0" 1 3/4" METAL HM 

1/AA8.01 SIM. 2/AA8.01 SIM. 


115D 

A 6'-0" 7'-6" 1 3/4" METAL HM 

9/AA8.01 10/AA8.01 11/AA8.01 

116A D 12'-0" 10'-0" 1 3/4" METAL HM 

1/AA8.01 

2/AA8.01 

OVERHEAD COILING DOOR; FEMA ELIGIBLE 

116B B 3'-0" 7'-6" 1 3/4" METAL HM 

9/AA8.01 

10/AA8.01 

11/AA8.01 

116C E 3'-0" 7'-6" 1 3/4" METAL HM 

9/AA8.01 SIM. 10/AA8.01 SIM. 11/AA8.01 


118A 


118B 


119 


201 

202 

203 

205A 





205B 


301 EXISTING; CLEAN, PAINT, AND REPLACE HARDWARE 

VARIES (SEE SCHEDULE) 





DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

PER SCHEDULE 

3'-0" 

3'-0" 

VARIES 

15'-0" MAXIMUM 

3'-0" 

REVISIONS: 

NO 

DATE 

DESCRIPTION 

PER SCHEDULE 

7'-6" 

7'-6" 

7'-6" 

4'-0" 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

SHEET TITLE 

DOOR TYPE A 

SOLID CORE METAL SECURITY 

GRADE - DOUBLE LEAF 

DOOR TYPE B 


GRADE - SINGLE LEAF 

DOOR TYPE C 

SOLID CORE METAL ACOUSTICAL 

DOOR - SINGLE LEAF 

DOOR TYPE D 

SECURITY-GRADE STEEL 


DOOR TYPE E 


GRADE - VISION PANEL 

DOOR SCHEDULE & 

TYPES 

SHEET NO 

1 

DOOR TYPES 


AA8.00

EXISTING GYP BOARD 

NEW MTL. STUD 

PRECAST CONCRETE WALL PANEL, EXISTING 

EXISTING INSULATION 

NEW 5 8" GYP. BOARD 

SEALANT AND BACKER ROD 

GROUT FRAME SOLID 

EXISTING GYP BOARD 

ANCHOR BOLT AS REQ'D 

NEW MTL STUD 

NEW 5 8" GYP BOARD 

6 1 2 " 

COUNTERSUNK 

FASTENERS 

DIMPLE AND PUDDY FRAME 

GRIND SMOOTH 

SEALANT 

HOLLOW METAL DOOR & FRAME 

DRIP EDGE 

1" 

HOLLOW METAL DOOR FRAME 

PRECAST CONCRETE WALL PANEL 

5 HEAD DETAIL - HOLLOW METAL DOOR 

SCALE: 3" = 1'-0" 

6 JAMB DETAIL - HOLLOW METAL DOOR 

SCALE: 3" = 1'-0" 

JAMB COVER BY OVERHEAD 

DOOR MANUFACTURER 

SCHEDULED DOOR 

SEALANT 

1 HEAD DETAIL - OVERHEAD COILING DOOR @ NEW GARAGE WALL 

SCALE: 3" = 1'-0" 

2 JAMB DETAIL - OVERHEAD COILING DOOR @ NEW GARAGE WALL 

SCALE: 3" = 1'-0" 

EQ. 

SCHEDLED PARTITION 

PROVIDE DOUBLE STUDS AT JAMBS (TYP.) 

SEALANT 

SCHEDULED FRAME W/ REQ'D ANCHORS 

SCHEDULED PARTITION 

EQ 

EQ 

VERIFY BY PARTITION TYPE 

DOOR AS SCHEDULED 

SCHEDULED FRAME 

3 HEAD DETAL - OVERHEAD COILING DOOR @ INTERIOR PARTITION 

SCALE: 3" = 1'-0" 

DOOR GUIDES 

STEEL ANGLE 

TUBE STEEL, REFER TO STRUCTURAL 

GAL. STEEL PLATE 

GYP. BOARD 

3 4 " PLYWOOD 

DIAMOND STEEL PLATE 

4 JAMB DETAIL - OVERHEAD COILING DOOR @ INTERIOR PARTITION 

SCALE: 3" = 1'-0" 

8" CMU BLOCK 

CMU LINTEL; 

SEE STRUCTURAL 

MINERAL WOOL 

INSULATION 

MTL. HAT CHANNEL 

FIBER CEMENT BOARD 

MTL. CLOSURE PIECE 

& FLASHING 

ANCHOR AS REQ'D 

VERIFY BY PARTITION TYPE 


8 JAMB DETAIL - HOLLOW METAL DOOR 

SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" 

SEALANT 

HOLLOW METAL FRAME 


FIBER CEMENT PANEL 

METAL HAT CHANNEL 

MINERAL WOOL INSULTAION 

VAPOR BARRIER 

METAL FLASHING 


REBAR 

SEALANT 

ANCHOR BOLT (TYP.) 

CMU BLOCK 

EQ 

EQ 





EQ. 

EQ. 

DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 


SCALE: 

3" = 1'-0" SCALE: 

10 

JAMB DETAIL - HOLLOW METAL DOOR 

3" = 1'-0" 

REVISIONS: 

NO DATE 

DESCRIPTION 

DRAWN BY: 

CHECKED BY: 

PJ 

CP 

HOLLOW METAL DOOR & FRAME 

SHEET TITLE 

WEATHERPROOFING 

11 

SCALE: 

ALUMINUM THRESHOLD 

SILL DETAIL - HOLLOW METAL DOOR 

3" = 1'-0" 

DOOR DETAILS 

SHEET NO 

AA8.01


1. NOTIFY ENGINEER OF ANY DISCREPANCIES IN DRAWINGS OR SPECIFICATIONS AND 

EXISTING CONDITIONS. 

2. ALL NEW PROPOSED OPENINGS IN EXISTING WALL PANELS SHALL BE WITH 

NEW PANELS WITH OPENINGS DESIGNED TO CARRY ALL WALL PANEL LOADS 

ABOVE NEW PANEL. 

3. INFORMATION CONTAINED IN THESE DRAWINGS WITH REGARD TO EXISTING 

CONDITIONS OF CONSTRUCTION PROVIDED FOR THE CONVENIENCE OF GENERAL 

CONTRACTOR. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND 

ACCURATE REPRESENTATION OF EXISTING CONDITIONS. 

4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF THE INFORMATION CONTAINED 

IN THESE DRAWINGS WITH REGARD TO EXISTING CONDITIONS PRIOR TO COMMENCING 

WORK AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO SUBMISSION OF 

THE BID. IN ADDITION, REVIEW CAREFULLY ALL CONDITIONS AND SYSTEMS AND 

FAMILIARIZE YOURSELF WITH ALL ASPECTS OF WORK FOR A COMPLETE INSTALLATION. 

8. ADDITIONAL REINFORCEMENT AT PENETRATIONS THROUGH REINFORCED CONCRETE 

WALLS AND SLABS SHALL BE PROVIDED AS SHOWN ON THE STRUCTURAL PLANS. 

9. EXPOSED CORNERS OF CONCRETE SHALL HAVE A 1" X 1" CHAMFER, UNLESS 

OTHERWISE NOTED. 

10. NON-SHRINK GROUT UNDER BASE PLATES SHALL HAVE A MINIMUM COMPRESSIVE 

STRENGTH OF 6,000 PSI. 

11. REINFORCING CLEAR COVER, UNLESS OTHERWISE NOTED: 

A. FOOTINGS - 3" 

B. FOUNDATION WALLS AND PIERS - 2" 

C. SLAB ON GRADE - 2" 

12. CONCRETE MIX DESIGN WITH ADMIXTURES SHALL BE SUBMITTED TO THE ENGINEER 

FOR APPROVAL. 

REINFORCING STEEL: 

2. DECK UNITS SHALL BE LAPPED ONLY OVER SUPPORTS. WELD DECK TO SUPPORTING 

MEMBERS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. DECK AND WELDS 

SHALL HAVE A MINIMUM DESIGN DIAPHRAGM SHEAR CAPACITY OF 380 PLF UNLESS 

NOTED OTHERWISE ON PLAN. 

3. SEE PLANS FOR FLOOR AND ROOF DECK SPECIFICATIONS. 

OTHER WORK: 

8. ALL LINTELS TO BE PRECAST / PRESTRESSED SHALL BE DESIGNED PER 

MANUFACTURER'S RECOMMENDATIONS. SEE ARCH. DRAWINGS FOR LOCATIONS AND 

CLEAR OPENINGS. 

PILE CAP SCHEDULE 

PILE CAP NUMBER NO. OF PILES 

TOP OF PILE TOP OF PILE CAP 

ELEVATION ELEVATION 

P-1 1 98'-1" 99'-4" 

P-2 2 96'-5" 98'-8" 

P-3 3 96'-5" 98'-8" 

ELEVATOR PILE 

CAPS 

(P-1) 94'-3" - 

*TOP OF PILE EL. OF PILES EMBED IN GRADE BEAM - 98'-3" 

5. TO THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS - ALL CONTRACTORS 

ARE RESPONSIBLE TO NOTIFY THE ENGINEER OF ANY ERRORS, OMISSIONS OR 

DISCREPANCIES PRIOR TO MAKING ANY CHANGES TO THE CONSTRUCTION 

DOCUMENTS. 

6. ALL WORK MUST BE IN COMPLIANCE WITH IBC 2009. 

7. ALL WORK SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION. SHOP 

DRAWINGS SHALL BE SUBMITTED AND REVIEWED BY THE ARCHITECT/ENGINEER 

BEFORE COMMENCING FABRICATION. ALL STEEL ANCHORS AND TIES AND OTHER 

MEMBERS EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. 

DIMENSIONAL TOLERANCE FOR BUILT-UP MEMBERS SHALL BE PER AWS D1.1. 

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS THAT INCLUDE, 

BUT ARE NOT LIMITED TO ERECTION ANGLES, LIFT HOLES AND OTHER AIDES. 

1. BARS - A.S.T.M. A615, GRADE 60 

2. WELDED WIRE MESH - A.S.T.M. A185 

STRUCTURAL STEEL: 

1. A.I.S.C. SPECIFICATIONS: WIDE FLANGE SECTIONS ASTM A992 STEEL, ALL OTHER ASTM 

A-36 STEEL, EXCEPT TUBES A-500 GRADE B PIPE A53 GR.B; E-70 ELECTRODES. 

2. ANCHOR RODS AND BOLTS ASTM F1554 GR. 36 EXCEPT AS NOTED). 

3. ALL BEAM CONNECTIONS SHALL BE A.I.S.C. STANDARD FRAMED CONNECTIONS W/ MIN. 

(2) 3/4"Ø A325 BOLTS. SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS 

SHALL BE BOLTED, EXCEPT CONNECTIONS TO EXISTING CONSTRUCTION SHALL BE 

WELDED. 

℄ 

2'-6" 

1'-3" 1'-3" 

1'-3" 

℄ 

(3) #5 

1'-3" 

C.G. 

(3) #5 

℄ 

2' 

1' 

(4) #5 DOWELS 

9. ELECTRODES FOR WELDING SHALL BE E70 LOW HYDROGEN SERIES. 

10. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE 

RESPONSIBILITIES OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR 

IDENTIFYING AND IMPLEMENTING THE NECESSARY PRECAUTIONS TO MAINTAIN AND 

ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 

11. TEMPORARY BRACING, SHEETING, SHORING AND OTHER SIMILAR SAFETY 

PRECAUTIONARY MEASURES DURING CONSTRUCTION ARE THE RESPONSIBILITIES OF 

THE CONTRACTOR AND SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL 

ENGINEER EMPLOYED BY HIM. 

12. FOUNDATIONS SHALL BE PLACED ON 12 INCHES MINIMUM OF COMPACTED GRANULAR 

FILL IN ACCORDANCE WITH FORM 816, SECTION 2.13. COMPACTION SHALL BE DONE 

STATICALLY. EXTEND THE LIMITS OF GRANULAR FILL BY 2 FEET HORIZONTALLY 

OUTSIDE THE ENTIRE FOOTPRINT OF THE BUILDING. 

PILES: 

1. ASTM D-25 CLASS "B" ROUND TREATED TIMBER PILES. (SALLY PORT PILES) 

2. "B" TIMBER PILES TO BE DRIVEN 60'-0" FROM TOP OF PILE ELEVATIONS. 

3. 10"Ø STD. (10.75"x0.365") (F y=35ksi) STEEL PIPE PILE. 

(ELEVATOR PIT PILES) (45'-0" LONG) 

4. SEE GEOTECHNICAL REPORT FOR OTHER INFORMATION. 

CONCRETE: 

1. A.C.I. 301-05 SPECIFICATIONS. 

2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST A.C.I. STANDARD 

SPECIFICATIONS FOR CONCRETE AND REINFORCED CONCRETE. 

3. ALL REINFORCING STEEL SHALL BE ASTM DESIGNATION A-615 (GRADE 60). DETAIL 

REINFORCING AND PROVIDE ACCESSORIES IN ACCORDANCE WITH THE LATEST A.C.I. 

MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE 

STRUCTURES. 

4. ALL GROUT SHALL BE NON-METALLIC, NON-SHRINK GROUT. 

5. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 

A. NORMAL WEIGHT: 150 LBS/FT3. 

f'c = 4,000 PSI 

6. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185. 

7. REINFORCEMENT DETAILS SHALL CONFORM TO A.C.I. 318. ALL CONCRETE 

REINFORCEMENT SPLICES SHALL BE A.C.I. 318 CLASS ’B’ SPLICES, UNLESS OTHERWISE 

NOTED. 

1'-0" 

1 1 2 " 

1 1 2 " 

(*) 

THREADS 

TOP OF 

CONCRETE 

ANCHOR BOLT DETAIL 1 

SCALE: 3" = 1'-0" 

3 

4 

" 

(*)NOTE: 

AT 1" BASE PLATE, 

REDUCE BOLT 

PROJECTION BY 3/4". 

4" 

4. STRUCTURAL STEEL CONNECTIONS NOT SHOWN TO BE A.I.S.C. STANDARD FRAMED 

CONNECTIONS, MINIMUM 2 3/4"Ø A325 BOLTS. CONNECTIONS TO BE DESIGNED FOR 1/2 

UNIFORM LOAD BEAM CAPACITY FOR PROPER BEAM CAPACITY FOR PROPER BEAM 

SPAN UNLESS OTHERWISE INDICATED. 

5. STRUCTURAL STEEL CONNECTIONS NOT SHOWN TO BE A.I.S.C. STANDARD FRAMED 

CONNECTIONS, MODIFIED IF REQUIRED FOR SKEWED MEMBERS (MINIMUM 2 3/4"Ø A325 

BOLTS). 

6. FABRICATOR AND CONTRACTOR TO REVIEW CONNECTIONS AND T.O.S. ELEVATION FOR 

COORDINATION AND COMPATIBILITY PRIOR TO FABRICATION. 

DESIGN LOAD: 

1. BUILDING CODE : INTERNATIONAL BUILDING CODE 2009 / ASCE 7-05 

A. FLOOR LIVE LOADS 

a. DRIVEWAY = PER AASHTO, H2SO, LANE LOAD 

b. LOADING DOCK = 3000 LBS FORK LIFT 

c. EXISTING BUILDING = 150 PSF 

B. ROOF (UNOCCUPIED AREAS) 

a. LIVE LOAD = 20 PSF 

b. SUPERIMPOSED DEAD LOADS = 60 PSF 

C. WIND LOADS: 

a. BASIC WIND SPEED (V) = 130 MPH 

b. WIND IMPORTANCE FACTOR (I) = 1.15 

c. WIND EXPOSURE CATEGORY = C 

d. INTERNAL PRESSURE COEFFICIENT (GCpi): +0.18, -0.18 

MASONRY - 2,500 PSI / TYPE "S" MORTAR 

1. MASONRY REINFORCEMENT SPLICES SHALL CONFORM TO ACI 530, UNLESS 

OTHERWISE SHOWN. 

2. CMU BLOCKS TO BE FILLED AT EVERY 24" AND #4 REBAR AT 24" O.C. 

3. MORTAR FOR CONCRETE BLOCK SHALL BE TYPE S, CONFORMING TO ASTM C270, AS 

SPECIFIED, UNLESS OTHERWISE NOTED. THE FIRST COURSE OF BLOCK SHALL BE 

PLACED USING A FULL MORTAR BED. 

4. BOND BEAMS WITH TWO (2) #5 BARS SHALL BE PROVIDED AT THE TOP OF MASONRY 

WALLS AT 10 FEET SPACING, UNLESS OTHERWISE NOTED. 

5. REINFORCING BARS SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, 

GRADE 60. 

METAL DECK: 

1. METAL DECK SHALL BE GALVANIZED (G-90) AND SHALL BE PLACED WITH CONTINUOUS 

SPANS OF THREE (MIN.) OR MORE WHERE POSSIBLE. IN NO CASE SHALL METAL DECK 

SPANS EXCEED THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS OR 

DEFLECTION CRITERIA OF SPAN. 

4" 

(RECESS) 

1" 

3" (*) 

3 

4 

" AB 

4" 

TOP OF ANCHOR BOLT 

THREADS 

TOP OF 

CONCRETE 

(*)NOTE: 


REDUCE BOLT 



SCALE: 3" = 1'-0" 

W8x28 

(ELEVATOR GUIDERAIL 

SUPPORT TOWER 

COLUMN) 

9" 

2" 

2" 

2" 

5" 

12" 

GUIDERAIL SUPPORT BASE PLATE 

SCALE: 1-1/2" = 1'-0" 

℄ 

4" 

℄ 

4" 

HOLE FOR 3/4"Ø 

A.B. (TYP.) 

14" x 12" x 4" BLOCK OUT 

12" x 9" x 1" BASE PLATE 

4" 

2" 

4'-9" 

℄ 

2'-6" 

1'-3" 

3'-6" 

1'-3" 

1'-3" 

1'-0" 

℄ 

(5) #5 LONG WAY 

SCALE: 

3'-0" 

5'-0" 

℄ 

DEPTH 1'-6" 

2-PILES 

C.G. 

FOOTING PLAN P-2 

2'-9" 12" 

12" 

SCALE: 

DEPTH 1'-6" 

1-PILE 

1/2" = 1'-0" 

1'-0" 

12" 12" 

SCALE: 

2'-6" 

℄ 


1/2" = 1'-0" 

1'-3" 

DEPTH 1'-6" 

3-PILES 

3'-1 1 2 " 

(5) #5 SHORT WAY 

3-BANDS (3) #6 

(TYP.) 


1/2" = 1'-0" 

℄ 

2' 

TYP. DOWEL 

(4) #5 DOWELS 

1' 

TYP. DOWEL 

2' 

(8) #6 DOWELS 

1' 

TYP. DOWEL 


---- 

DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

DESCRIPTION 

GENERAL NOTES 

SHEET NO 



SA1.00 


12.10.12 

01-08-1070-00 

TFR 

SPN

A 

AA 

1 

2 

3 

P-3 

SEE SA1.06 FOR 

ELEVATOR PIT 

5'-3 1 PILE PLAN 

4 " 24'-83 4 " 

4 5 

12'-6" 30'-0" 30'-0" 30'-0" 

7'-6" 

6'-0" 

6'-8" 

3'-3" 

3'-1" 3'-3" 

1'-9" 

10" 

3'-0 

2 1 " 

1'-6" 

1'-6" 

P-1 

27'-6" 

(3 EQ. SPCS.) 

29'-0" 

(3 EQ. SPCS.) 

10'-0" 

P-1 P-1 

4'-2" 

2'-0" 

P-2 

2'-0" 

3'-1" 

4" 

5'-1" 

4" 

6'-23 8 " 

(2 EQ. SPCS.) 

5'-3 1 4 " 16'-5 3 4 " 

P-1 (TYP.) 

29'-0" 

(3 EQ. SPCS.) 

5'-3" 

P-2 

2'-0" 

6'-4" 

1'-8 3 4 " 

6'-23 8 " 

AB 

4'-6 1 2 " 

6" (TYP.) 

27'-6" 

(3 EQ. SPCS.) 

TEST PILE 

21'-8 3 4 " 

(2 EQ. SPCS.) 

6" (TYP.) 

SEE CIVIL DRAWINGS 

FOR DUMPSTER YARD 

PILE LOCATIONS 

P-2 

P-2 

P-2 

42'-6" 

29'-0" 

29'-0" 

1 

60' TREATED CLASS B 

TIMBER PILE (TYP.) 

11 12 

13 

PILE LOCATION PLAN 

SCALE: 3/16" = 1'-0" 

1'-0" 

31 12 

5 

29'-0" 

2'-0" 

29'-0" 

1'-0" 

CONC. WALL PANEL 

REFER ARCH. 

4'-0" 

FINISH FLOOR 

REFER PLAN 

1'-4" 

1 1 2 " 

REFER 

SCHED. 

3" 

1'-0" 

(TYP.) 

A 

SA1.01 

GRID 

5 1 2 " REFER 

PLAN 

1'-0" 

(TYP.) 

SECTION 

SCALE: 

COLUMN 

REF. COLUMN SCHEDULE 

FOR BASE PLATE & 

ANCHOR BOLTS, 

REFER COLUMN 

SCHEDULE 

(6)-#7 VERT. W/ 

#3 TIES @ 6" O.C. 

FLOOD WALL BEYOND 

PILASTER 

1/2" = 1'-0" 

SLAB REF. PLAN 

FOR REINFORCEMENT 

PILE CAP 

REFER PLAN 

WOOD PILE 

REFER PLAN 

EQ. 

EQ. 

A 

AA 

AB 

8" WALL 

B 

SA1.01 

20'-0" 

4'-6 1 2 " 

2'-0" 

2'-0" 

2'-9" 

3'-3" 

2'-0"x2'-0" 

GRADE BEAM 

(TYP.) 

A 

SA1.02 

SLOPE 

27'-0" 

2'-0" 2'-0" 

B 

SA1.02 

11 1 

SCALE: 3/16" = 1'-0" 

12 

13 

8" SLAB 

3'-2" 

4" SLAB 

8" WALL 

TYPICAL OPENING 

SCALE: 

1/2" = 1'-0" 

A 

AA 

AB 

GRADE BEAM PLAN 

3'-0 1 2 " 

PROVIDE 

ALUMINUM 

HATCH 

13'-10" 

OPENING 

8" WALL 

17'-1" 

2'-0" 

3"Ø DRAIN 

HOLE 

2'-0" 

5'-31 4 " 

1'-0" 

27'-0" 

4 5 

OPENING 

DOCK LEVELER PIT 

SEE SHT SA1.03 

SLOPE 

24'-8 3 4 " 

SLOPE 

2'-0" 

OPENING 

SLOPE 

2'-0" 

OPENING 

B 

SA1.01 

15'-0" 

1'-0" 

2'-0" 

12 13 

LOADING DOCK FOUNDATION WALL PLAN 

SCALE: 

3/16" = 1'-0" 

A 

SA1.01 

6'-23 8 " 6'-0" 6'-8" 

6'-2 3 8 " 4'-93 4 " 

1'-6" 

6'-4" 

20'-0" 

3"Ø DRAIN 

HOLE 

8" WALL (TYP.) 


---- 

DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

12.10.12 

01-08-1070-00 

DESCRIPTION 

LOADING DOCK 

FOUNDATION 

DETAILS 

SHEET NO 



SA1.01 


TFR 

SPN

9 

2 1 " 4'-6 

2 1 " 6'-0" 6'-8" 

2'-0" 

20'-0" 

℄ GRADE BEAM ℄ GRADE BEAM ℄ GRADE BEAM ℄ GRADE BEAM 

1 

SA1.11 

#3 @ 18" O.C. 

(TYP.) 

#5 @ 8" O.C. 

TOP AND BTM. (TYP.) 

8" SLAB 

3 

4 

" 

#3 @ 9" O.C. 

(TYP.) 

1 1 2 " 

* GRADE BEAM 

REINFORCEMENT 

NOT SHOWN FOR 

CLARITY. 

2'-0" BOTTOM BAR LAP SPLICE; 

LOCATE AT ℄ GRADE BEAM 

AS SHOWN ON PLAN (TYP.) 







3" 

(TYP.) 

VAPOR 

BARRIER 

(TYP.) 

A 

SA1.01 

SECTION - LOADING DOCK DRIVEWAY SLAB 

SCALE: 

1" = 1'-0" 

EDGE OF CONC. 

8" (TYP.) 

* GRADE BEAM 

REINFORCEMENT 

NOT SHOWN FOR 

CLARITY. (SEE DETAIL 

IN THIS SHEET) 

20'-0" 

℄ 91 2 " GRADE BEAM 

℄ 

6'-2 3 8 " 

GRADE BEAM 

6'-23 8 " 

℄ GRADE BEAM ℄ GRADE BEAM ℄ GRADE BEAM ℄ GRADE BEAM 

1 1 2 " 

#5 @ 8" O.C. 

#4 @ 12" O.C. 

#4 @ 18" O.C. 

#3 @ 18" O.C. 

#3 @ 18" O.C. 

(TYP.) 




#3 @ 9" O.C. 

1 

SA1.02 

1 

SA1.02 

9" 

(TYP.) 

#5 @ 8" O.C. 

#4 @ 12" O.C. 

#4 @ 18" O.C. 

B 

SA1.01 

#3 @ 18" O.C. 

#4 DOWELS 

@ 9" O.C. (TYP.) 

1'-6" 

1'-6" 

#5 @ 8" O.C. 





#3 @ 9" O.C. 

VAPOR 

BARRIER 

(TYP.) 

#5 @ 8" O.C. 

#4 @ 12" O.C. 

#4 @ 18" O.C. 

SECTION - LOADING DOCK SECTION 

SCALE: 

1" = 1'-0" 

4" SLAB 

4'-9 3 4 " 

#3 @ 18" O.C. 

3'-4" 

4" 

#3 @ 9" O.C. 

(TYP.) 

#3 @ 9" O.C. 

#4 @ 12" O.C. 

3 

4 

" 

1 1 2 " 




#4 @ 18" O.C. 

℄ GRADE BEAM 

2'-0" 

#5 @ 8" O.C. 

3" 

(TYP.) 

3'-1" 

EDGE OF EXISTING 

BUILDING 

A 

EXPANSION JOINT 

1" 

1'-6 

16 1 " 

C/L 

EXIST. BLDG. 

GRADE BEAM 


---- 




8" SLAB 

DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

REVISIONS: 

2" 4" 2" 

2'-0" 

4 1 2" 

16" 

#3 @ 12" O.C. 

3" CLR. 3" CLR. 

NO 

DATE 

DESCRIPTION 

2" 

1 

1/2" 1/2" 

CONSTRUCTION JOINT DETAIL 

SA1.02 

SCALE: N.T.S. 

* SLAB REINFORCEMENT 

NOT SHOWN FOR CLARITY. 

* 

4 1 2" 

SCALE: 

1" = 1'-0" 

5-#4 BARS 

EQ. SPACED 

VAPOR 

BARRIER 

(TYP.) 

GRADE BEAM REINFORCEMENT (TYPICAL) 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

LOADING DOCK 

REINFORCEMENT 

DETAILS 

SHEET NO 

SA1.02 

TFR 

SPN

25'-0" 

A 

4 

3'-2" 

12 

(±) 104'-0" 

4'-4" 

24'-8 3 4 " 5 

2'-6" 

AA 

2'-0" 

EXISTING BUILDING 

5'-8 3 4 " 

11'-3" 

LOADING DOCK 

KEY PLAN 

SCALE: 

1" = 60'-0" 

9'-1" 

DOCK 

LEVELER PIT 

EL.(±) 101'-5" 

B 

SA1.03 

EL.(±) 104'-0" 

8" SLAB (TYP.) 

1/2"Ø x 6" 

NELSON STUD 

@ 12" O.C. 

HOOK BARS @ ENDS 

∠3"x3"x3/16" 

3'-0" 

EXIST. 

BLDG. 

A 

1'-4" 

AB 

2'-3 1 4 " 

1'-0 1 2 " 

2'-0" 

AA 

A 

SA1.03 

5'-1 3 4 " 

5'-3 1 4 " 12 13 

2 

SA1.03 

SLAB LIMITS 

LOADING DOCK PLAN 

SCALE: 

1/4" = 1'-0" 

20'-0" 

9'-1" 

1 

SA1.03 

2'-3 1 4 " 

AB 

1'-6" 

DOWEL #4 @ 6" O.C. 

18" 

18" 

1 

SA1.03 

SECTION 

SCALE: 


#3 @ 12" O.C. 

#3 @ 12" O.C. 

1" = 1'-0" 

DOWELS 

#4 @ 6" O.C. 

20" 

20" 

ELEVATOR 

PIT WALL 

(SEE SHT. 

SA1.06) 

SAWCUT 

EXIST. BLDG. 

GRADE BEAM 

WALL PANEL 

(BEYOND) 

FLOOD WALL 

(SEE SHT. 

SA1.05) 

C 

SA1.03 

#5 @ 8" O.C. 

(TYP.) 

DOWELS 

#4 @ 6" O.C. 

18" 

12 

18" 

#3 @ 18" O.C. 

(TOP ONLY) 

EL.(±) 100'-0" 

GRADE 

BEAM (TYP.) 

∠3"x3"x3/16" WITH 1/2" x 6" 

NELSON STUDS @ 12" O.C. (TYP.) 

11'-3" 

EL. (±) 104'-0" 

#3 @ 9" O.C. 

(BOT. ONLY) 

#5 @ 8" O.C. 



2 

SA1.03 

∠3"x3"x3/16" WITH 1/2" x 6" 

NELSON STUDS @ 12" O.C. (TYP.) 

VARIES 

(SEE SECTION B) 

4'-6 

2 1 " 4'-61 2 " 


#4 @ 12" O.C. 

EA. DIR. 

A 

SA1.03 

1'-0" 

SECTION 

SCALE: 

3/4" = 1'-0" 

EL.(±) 104'-0" 

9" 

(TYP.) 

#3 @ 18" O.C. 

(TYP.) 

PILE (TYP.) 

SEAL GAP 

8" SLAB 

(15 FEET) 

#5 @ 8" O.C. 


VAPOR 

BARRIER 

#4 @ 12" O.C. 

(TYP.) 

8" WALL 

(TYP.) 

#3 @ 12" O.C. 

(TYP.) 

*GRADE BEAM 

REINFORCEMENT 

NOT SHOWN FOR 

CLARITY. 

HOOK BARS @ ENDS 

∠3"x3"x3/16" 


#3 @ 12" O.C. 

#3 @ 12" O.C. 

1/2"Ø x 6" 

NELSON STUD 

@ 12" O.C. 


18" 

DOWEL #4 @ 6" O.C. 

A 5 

2'-6" 

25'-0" 

2 

SA1.03 

18" 

SECTION 

SCALE: 

1" = 1'-0" 

2'-6" 


---- 




2 

SA1.03 

2'-8" 

SLOPE 

#3 @ 18" O.C. 

(TYP.) 

2'-7" 

#4 @ 12" O.C. (TYP.) 


#3 @ 12" O.C. (TYP.) 

4'-0" 

1'-4" 

EXIST. 

PILE CAP 

(±) 100'-0" 

DATE: 

PROJECT NO: 

REVISIONS: 

NO DATE 

12.10.12 

01-08-1070-00 

DESCRIPTION 

* GRADE BEAM 

REINFORCEMENT 

NOT SHOWN FOR 

CLARITY. 

1'-4" 

8" 

#3 @ 9" O.C. 

(TYP.) 

8" SLAB 

9" 

1'-5" 

EL.(±) 100'-0" 

4'-3" 

ELEVATOR 

PIT 

4'-3" 

DRAWN BY: 

CHECKED BY: 

TFR 

SPN 

SHEET TITLE 

8" DRIVEWAY SLAB 

#5 @ 8" O.C. 


B 

SA1.03 

15'-0" 

SECTION 

SCALE: 3/4" = 1'-0" 

4" SERVICE SLAB 

(REINFORCEMENT NOT SHOWN 

FOR CLARITY) 

#4 @ 12" O.C. 

EA. DIR. 

EXIST. 18" 

SLAB 

(±) 93'-6" 

C 

SA1.03 

SECTION 

SCALE: 

3/4" = 1'-0" 

LOADING DOCK 

LEVELER 

FOUNDATION 

SHEET NO 

SA1.03

11 12 

13 

35'-31 4 " 

24'-8 3 4 " 

1 

SA1.09 

ROOF 

T.O.S. EL. (+) 118'-0" 

W12x40 

C6x8.2 (TYP.) 

C6x8.2 (TYP.) 

W12x40 (TYP.) 

EL. (+) 115'-0" 

T.O.S. EL. (+) 113'-3" 

C6x8.2 (TYP.) 

2 

SA1.09 

3 

SA1.09 

C6x8.2 (TYP.) 

8" SLAB 

DOCK LEVELER 

PIT FOUNDATION 

SLOPE 

8" CONC. WALL 

(EXTENSION) 

LOADING 

DOCK 

+100' 

+104' 

8" SLAB 

8" CONC. WALL 

SLOPE 

5 1 2" WALL 

PANEL 

1'-6"x1'-6" 

PILASTER 

(TYP.) 

T.O. SLAB 

EL. (+) 100'-0" 

2' DEEP 

GRADE 

BEAM 

(TYP.) 

4" SLAB 

PILE 

FOUNDATION 

C 

SA1.04 

ELEVATION - LOADING DOCK 

SCALE: 

3/16" = 1'-0" 

T.O.S. EL. 

+122'-5 3/4" H.P. 

AA 

HSS 4"x4"x1/4" 

W12x45 

A 

SA1.04 

AA 

AB 

13'-6" 

13'-6" 

W12x30 

1 

3 5 

SA1.09 

W10x22 

W12x30 (TYP.) 

W10x22 

W12x40 

W12x40 

W10x22 

W12x40 (TYP.) 

MOMENT CONNECTION 

(TYP.) 

35'-3 1 4 " 24'-83 4 " 

11 12 

13 

W12x30 

A 

SA1.04 

W12x45 

ELEVATION 

SCALE: 

3/8" = 1'-0" 

C 

SA1.09 

ROOF DECK 

(TYP.) 

AB 

1 

SA1.04 

∠3-1/2"x3-1/2"x3/8" 

(TYP.) 

W10x22 EQ. SP. 

T.O.S. EL. +122'-1 1/2" 

W12x30 

ROOF DECK 

(TYP.) 

ROOF FRAMING PLAN 

SCALE: 

3/16" = 1'-0" 

1 

SA1.04 

W12x40 

B 

SA1.04 

W10x22 

BOTH FLGS. TYP. 

CJP 

45° 

WIDE FLANGE BEAM 

(SEE FRAMING PLAN) 

∠3-1/2"x3-1/2"x1/4" (l = 11-1/2") 

(WELD ANGLE TO COL.; 

(4) 3/4"Ø ASTM A325 BOLTS TO BEAM) 

SCALE: 

3 SPCS. 

@ 3" 

1/4" 

BACKING BAR (TYP.) 

1 1 4 " 11 4 " 

1/2" TOP STIFFENER 

PLATE (TYP.) 

1" = 1'-0" 

W10x22 

W12x40 

W10x22 

W10x22 (TYP.) 

℄ COL. 

W12x30 

T.O.S. (VARIES) 

3/8" 

WIDE FLANGE 

COLUMN 

NOTE: 

1. ROOF DECK: 

VULCRAFT (OR EQUAL) 

18-GA. TYPE 1.58 (GALV.). 

DECK SPAN ┴ ROOF BEAMS. 

W12x45 COLUMN 

(TYP.) 

SEE GENERAL NOTES 

BEAM CONNECTIONS (TYP.) 

1/2" BOTTOM STIFFENER 

PLATE (TYP.) 

MOMENT CONNECTION END CONDITION (TYPICAL) 

TYP. 

T.O.S. EL. 

(+) 122'-5 3/4" H.P. 

AA 

W12x45 

B 

SA1.04 

13'-6" 

W12x30 

W12x45 

ELEVATION 

SCALE: 3/8" = 1'-0" 

AB 

1 

SA1.04 

T.O.S. EL. +122'-1 1/2" 

EL. +104'-0" 

LOADING 

DOCK 

PILASTER 


---- 

DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

DESCRIPTION 

LOADING DOCK 

FRAMING 

SHEET NO 



SA1.04 


12.10.12 

01-08-1070-00 

TFR 

SPN

B 

A 

15'-3" 

1'-6" 

DEMO GRADE 

BEAM (TYP.) 

27'-0" 

DEMO SLAB 

CUT PILE TO 

EL. +95'-3" 

1'-6" 

2 1 2 " 

EL.(±) 104'-0" 

DEMO FLOOD WALL 

(REPLACE 

AS SPECIFIED) 

(25' LONG) 

A 

6" 

REPLACE 

EXIST. WALL 

PANEL WITH 

OPENING FRAME 

8" SLAB 

EL.(±) 104'-0" 

SEE SA1.06 FOR 

ELEVATOR PIT 

DETAILS 

3'-0" 

#4 @ 8" O.C. 

2 1 2 " 

#3 @ 12" O.C. 

REPLACED 

FLOOD WALL 

WATER STOP 

(REFER TO SPECS) 

#4 @ 12" E.W. 

WATER STOP 

(REFER TO SPECS) 

6" 

8" 

3'-4" 

WALL PANELS 

TO BE INSTALLED 

POST FLOODWALL 

CONSTRUCTION. 

4'-0" 

A 

4'-9" 

2'-6" 

4'-3" 

EXIST. 

FLOODWALL 

A 

SA1.05 

2'-0" 

30'-0" 

CUT PILE TO 

EL. +95'-3" 

SEE FLOODWALL 

DEMO / REBUILD LIMITS 

SHT. SA1.07 

4'-3" 

2'-6" 

5'-0" 

A 

SA1.05 

19'-0" 

SLAB 

DEMO 

EXIST. BLDG. SLAB 

(TO REMAIN) 

FINISH FLOOR 

EL.(±) 100'-0" 

EXIST. 

GRADE BEAM 

(TO REMAIN) 

SECTION - FLOODWALL DEMO 

SCALE: 

3/4" = 1'-0" 

CONST. JOINT (TYP.) 

EL.(±) 100'-0" 

1'-0" 

5 1 2 " 

SURFACE PREPARE 

WITH WATERPROOF 

COATING, MATCH 

EXIST. FINISH 

EXIST. GRADE 

BEAM 

(TO REMAIN) 

DRILL AND 

EPOXY FILL 

SECTION - FLOODWALL REBUILD 

SCALE: 

3/4" = 1'-0" 

PANEL 

PANEL 

2'-6" 

30'-0" 

25'-0" 

4 (FIELD VERIFY) 

5 

4'-0" 10'-0" 3'-0" 

4 PLAN - DEMOLITION LIMITS 

5 

(FLOODWALL AND ELEVATOR PIT) 

SCALE: 

PANEL PANEL 

PANEL PANEL 

OPENING 

1/4" = 1'-0" 

ELEVATION - WALL PANEL DEMO LIMITS 

SCALE: 

1/4" = 1'-0" 

2'-6" 

37'-7" 

ELEV. +137'-7" 


ELEV. +124'-0" 


ELEV. +117'-0" 

SECOND FLOOR 

NEW PANEL WITH 

OPENING TO BE 

REPLACED WITH 

EXISTING 

ELEV. +104'-0" 

TOP OF DOCK 

ELEV. +100'-0" 

FIRST FLOOR 

4 

6" 

1 

SA1.05 

2 

SA1.05 

2'-6" 

EXIST. 

FLOODWALL 

NEW 

FLOODWALL 

WATERSTOP 

(EARTH SHIELD 

JP336L OR EQ.) 

9" 

6" 

9" 

NEW FLOODWALL 

WATERSTOP 

(EARTH SHIELD 

JP336L OR EQ.) 

#4 @ 12" O.C. 

CONSTRUCTION 

KEY JOINT (TYP.) 

EXIST. 

GRADE 

BEAM 

#4 @ 12" O.C. 

SECTION - FLOODWALL JOINT 

SCALE: 

3/16" = 1'-0" 

DETAIL - FLOODWALL JOINT 

SCALE: 

3/16" = 1'-0" 

1 

SA1.05 

4 5 

30'-0" 

2'-6" 

25'-0" 

FLOODWALL DEMO / REBUILD LIMITS 

2 

SA1.05 

FLOODWALL DEMO / REBUILD LIMITS 

SCALE: 

1/4" = 1'-0" 

1'-4" 

NOTES: *OPENING FRAME TO SUPPORT ALL 

WALL PANELS ABOVE FRAME. 

*OPENING FRAME TO MAINTAIN FEATURES 

SIMILAR TO EAST WALL PANEL. 

- DEMO LIMITS 

2'-6" 

*SEE ARCHITECT DRAWINGS FOR OTHER 

OPENINGS IN EXISTING BUILDING WALL PANELS. 


DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

DESCRIPTION 

FLOOD WALL AND 

WALL PANEL 

DEMO DETAILS 

SHEET NO 



SA1.05 


12.10.12 

01-08-1070-00 

TFR 

SPN

1 

SA1.06 

A 

SA1.06 

13'-0" 

1'-6" 

8'-0" LG. #5 BARS TO BE 

EMBEDDED 3' INTO ELEVATOR 

PIT WALL (18" O.C.)(TYP.) 

4" (TYP.) 

A 

EL. +104'-0" 

10"Ø STEEL 

PIPE PILE (TYP.) 

3 

SA1.06 

SIM. 

1 

SA1.06 

FLOODWALL 

SEE SA1.07 

30"x30" 

SUMP PIT 

16" DIA. HOLE 

1'-0" WALL (TYP.) 

EL. +100'-0" 

#4 @ 6" O.C. (TYP.) 

#4 @ 6" O.C. (TYP.) 

+100'-0" 

EXIST. 

GRADE 

BEAM 

B 

SA1.06 

1'-9" 

1'-6" 

12'-6" 

16'-0" 

25'-0" 

12'-6" 

1'-6" 

3'-0" 

11'-10 1 2 " 

1'-0" 

(TYP.) 

6" (TYP.) 

1'-6" 

#4 @ 6" O.C. (TYP.) 

16'-0" 

#4 @ 6" O.C. T&B (TYP.) 

℄ 16" DIA. HOLE 

EL. +95'-6" 

EL. +94'-3" 

T.O. PILES 

EXIST. 

PILE CAP 

EXIST. 

PILES 

2'-9" 

8" SLAB 

ELEVATOR PIT - PLAN 

SCALE: 

1/4" = 1'-0" 

LOADING DOCK 

FOUNDATION WALL 

2'-9" 

TYP. 

3 

SA1.06 

25'-0" 

VAPOR 

BARRIER 

12"Ø STEEL PIPE 

PILE (TYP.) 

4 5 

2'-6" 

A 

SA1.06 

SECTION 

SCALE: 

1/2" = 1'-0" 

2'-6" 

#4 CORNER BAR @ 6" O.C. 

(TYP. EA. CORNER) 

HOOK BARS 

AT ENDS (TYP.) 

CONSTR. JOINT 

1 

18" 

18" 

ELEVATOR PIT DETAIL REINFORCEMENT 

SA1.06 

SCALE: 1-1/2"= 1'-0" 

L.P. EL. (+) 94'-11" 

SLOPE 

4" 

3'-2" SQ. 

2'-6" SQ. 

#4 @ 6" O.C. 

VERT. & HORIZ. 

EA. FACE 

(TYP. CORNERS) 

4" 

SLOPE 

1 1 2 " CL 

11 2 " CL 

(TYP.) 

(TYP.) 

#4 DOWEL @ 9" O.C. 

9" 

12" 

B 

1'-6" 

1'-0" 

(TYP.) 

6" (TYP.) 

1'-0" 

6" 

1 

1'-0" 

1 

1'-0" 

2 

SA1.06 

6" 

(FIELD- 

VERIFY) 

#3 @ 6" O.C. 

(TYP.) 

#4 @ 9" O.C. 

B 

SA1.06 

℄ 16" DIA. HOLE 

VAPOR 

BARRIER 

SECTION 

SCALE: 

1/2" = 1'-0" 

10"Ø STEEL PIPE 

PILE (TYP.) 

4'-6" 





DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

1'-6" 

2" CLR. 

(TYP.) 

REVISIONS: 

NO DATE 

DESCRIPTION 

VAPOR BARRIER 

HOOK ENDS 

AT RCP (TYP.) 

4" WALLS 

#4 @ 9" O.C. 

BOTH DIR. 

3'-0" 

6" 

3'-6" 

ELEVATOR 

PITWALL 

ELEVATOR 

PIT SLAB 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

TFR 

SPN 

#4 DOWEL @ 9" O.C. 

12" 

9" 

2 

SA1.06 

SUMP PIT DETAIL 

SCALE: 1"= 1'-0" 

CONCRETE 

3 

SA1.06 

ELEVATOR PIT WALL DETAIL 

SCALE: 

1" = 1'-0" 

ELEVATOR PIT 

DETAILS 

SHEET NO 

SA1.06

4 5 

4 5 

30'-0" 

30'-0" 

4'-9" 3 EQ. SP. = 20'-6" 4'-9" 

4'-9" 20'-6" 4'-9" 

B 

W30x99 (EXIST.) 

B 


10'-1" 

1'-8" 

W18x35 

W18x35 

W18x35 

W18x35 

W18x35 

1'-8" 


10'-1" 

W18x35 

W18x35 

W18x35 

W18x35 

W18x35 


B 

SA1.07 

L3 1/2x3 1/2x1/4 

1'-3" 

W16x26 (TYP.) 

L3 1/2x3 1/2x1/4 

1" 

A 

REQ'D. STUD 

(MATCH EXIST.) 

30'-0" 

19'-11" 

W8x21 

(TYP.) 

D 

SA1.07 


W10x19 

W8x21 W8x21 

#4 BAR CONT. LENGTH OF 

GIRDER SUPPORT ON CHAIRS 

OR TIE TO STUDS TO PROVIDE 

REQ'D. CLEARANCE 

ADDITIONAL #46'-0" 

@24"O.C. 

SLAB REINF., 

REF. PLAN NOTES 

W10x33 

T.O.C. EL. (+) 117'-0" 

8" CMU WALL 

(SEE ARCH.) 

W8x21 W8x21 

W10x19 

SLAB DEMO LIMITS 

SECOND FLOOR - ELEVATOR OPENING FRAMING PLAN 

SCALE: 

1/4" = 1'-0" 

A 

BENT PL 1/2" 

(CONT.) 

1/2"Øx6" LG. NELSON 

STUDS (OR EQUAL) 

@ 24" O.C. 

ELEVATOR 

OPENING 

19'-11" 

W8x31 GUIDERAIL 

SUPPORTS (TYP.) 

W10x45 (TYP.) 

C 

SA1.07 

CONC. SLAB 

W18x35 

COMPOSITE 

DECK 

A 

30'-0" 

1/2"Øx6" LG. NELSON 

STUDS (OR EQUAL) 

@ 24" O.C. 

ELEVATOR 

OPENING 

8" CMU WALL 

(SEE ARCH.) 

19'-11" 

W8x21 

(TYP.) 


W10x19 

W8x21 W8x21 

1'-6 1 2 " 

BENT PL 1/2" 

(CONT.) 

CONC. SLAB 

W18x50 

3/16 

5 

W10x33 


A 

S1.10 

ROOF - ELEVATOR OPENING FRAMING PLAN 

SCALE: 

1/4" = 1'-0" 

W8x21 W8x21 

W10x19 

REQ'D #4 @ 12" O.C. 

(18" LG.) 

1/4 



W10x45 (TYP.) 

C 

SA1.07 

HSS 6"x6"x1/4" (TYP.) 

NOTE: 

DEMO SLAB TO BEAM ℄. 

TYP. 

NOTES: 

1. INDICATE SPAN DIRECTION OF 1.5VC, 20-GA. COMPOSITE DECK 

WITH 3 1/4" LIGHTWEIGHT CONCRETE (4 3/4" TOTAL THICKNESS) AND 

6x6-W1.4xW1.4 WWF. 

2. MAX. STUD SPACING = 36" O.C. 

3. COORDINATE ALL OPENINGS WITH ELEVATOR MANUFACTURER. 

4. ANY CHANGES IN DIMENSIONS SHALL BE NOTIFIED TO THE 

ARCHITECT/ENGINEER. 

GRID 

SAWCUT EXIST. SLAB 

REQ'D CONC. 


DATE: 

PROJECT NO: 

REVISIONS: 

NO DATE 



DESCRIPTION 


12.10.12 

01-08-1070-00 

3/16 

EXIST. SLAB 

REQ'D DECK 

A 

SECTION 


CLOSURE STRIP 

IF REQ'D. 

SA1.07 

SCALE: N.T.S. 

GIRDER, REF. PLAN 

B 

SA1.07 

SECTION 

SCALE: 

1 1/2" = 1'-0" 

L3 1/2x3 1/2x1/4 

(CONT.) W/ 

ANCHOR BOLT 

C 

SA1.07 

SECTION 

SCALE: 

1 1/2" = 1'-0" 

3/16 

L3 1/2x3 1/2x1/4 

(CONT.) W/ 

ANCHOR BOLT 

D 

SA1.07 

SECTION 

SCALE: 

REQ'D NELSON STUD 

(MATCH EXIST.) 

EXIST. W18 

1 1/2" = 1'-0" 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

ELEVATOR 

FRAMING 

DETAILS 

SHEET NO 

TFR 

SPN 

SA1.07

B 

2'-6 5 8 " 

W18x35 

TS ROOF 

COLUMN 

(TYP.) 

W18x35 

W18x35 

W18x35 

30'-0" 

25'-0" 

A 

19'-0" 

W18x50 

30'-0" 

4 5 

DEMO (TYP.) 

NOTE: 

DEMO SLAB TO BEAM ℄. 

ROOF - ELEVATOR OPENING FRAMING PLAN 

SCALE: 

1/4" = 1'-0" 

W18x50 

SLAB DEMO 

LIMITS 

3/16" 

(TYP.) 

SCALE: 

1" = 1'-0" 





DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

NOTES: 



6x6-W1.4xW1.4 WWF. 

2. MAX. STUD SPACING = 36" O.C. 

3. COORDINATE ALL OPENINGS WITH ELEVATOR MANUFACTURER. 

4. ANY CHANGES IN DIMENSIONS SHALL BE NOTIFIED TO THE 

ARCHITECT/ENGINEER. 

REVISIONS: 

NO DATE 

DRAWN BY: 

CHECKED BY: 

DESCRIPTION 

TFR 

SPN 

SHEET TITLE 

ELEVATOR PIT 

AND FRAMING 

DETAILS 

SHEET NO 

SA1.08

℄ 

1'-2" 

4" 

3" 

3" 

4" 

℄ 

HOLE FOR 3/4"Ø 

A.B. (TYP.) 

2" 5" 5" 2" 

1'-2" 

16" x 16" x 5" BLOCK OUT 

14"x14"x1" BASE PLATE 

SCALE: 1-1/2" = 1'-0" 

1/2" CAP PLATE 

COLUMN, REF. PLAN 

TYP. 

1'-4" 

1/4" 

1 

SA1.04 

COLUMN, REF. PLAN 

TYP. 

1/4" 

2 

SA1.04 

1 1 4 " 

1" 

(*) 

DETAIL 

SCALE: 

TOP OF 

CONCRETE 


SCALE: 3" = 1'-0" 

4" 

3 

4 

" 

3/4" = 1'-0" 

DETAIL 

SCALE: 

3/4" = 1'-0" 

THREADS 

(*)NOTE: 


REDUCE BOLT 


BEAM, REF. PLAN 

TYP. 

1/4" 

GUSSET PLATE 

3/4"Ø ERECTION BOLTS, TYP. 

X-BRACING, REF. 3/S5.2 

1/4" 

6" 

MIN. 

BEAM, REF. PLAN 

TYP. 

1/4" 

GUSSET PLATE 

3/4"Ø ERECTION BOLTS, TYP. 

X-BRACING, REF. 3/S5.2 

1/4" 

6" 

MIN. 

4" (*) 

2 1 4 " 

3 

4 

" 

1" 

(*) 

1 1/2" EQ. EQ. 1 1/2" 

3 

4 

" AB 

THREADS 


SCALE: 3" = 1'-0" 

℄ 

COLUMN 

BASE PLATE WITH 

STANDARD HOLES 

AND ANCHOR BOLTS 

1/4" LEVELING PLATE, 

SAME SIZE OF BASE PLATE 

FOR ANCHOR BOLTS, 

REFER COLUMN SCHED. 

1 1/2" EQ. EQ. 

FOR BASE PLATE 

& COL. SIZE SEE 

COL. SCHED. 

3 

SA1.04 

℄ 

PLAN 

ELEVATION 

DETAIL 

SCALE: 

COLUMN 

BASEPLATE 

GROUT 

(*)NOTE: 


REDUCE BOLT 


3/4" = 1'-0" 

5" 

2 1/2" 

3" 

(RECESS) 

1" 

1/4 

2" 2" 

4" (*) 

1/4 

1 1/4" NON-SHRINK 

GROUT 

1'-0" 

TYP. 

4" 

TYP. 

ANCHOR BOLT (6-REQ'D) 

(REF. COL. SCHED.) 

X-BRACING 

3/4"Ø ERECTION BOLTS 

TOP OF ANCHOR BOLT 

3 

4 

" AB 

ANCHOR BOLT ON 

PILASTER DETAIL 

SCALE: 3" = 1'-0" 

4 

SA1.04 

THREADS 

TOP OF 

CONCRETE 

A 

FILL WITH GROUT 

AA 

1/4 

A 

SA1.09 

(*)NOTE: 


REDUCE BOLT 


EXIST. BLDG. 

W8x40 

LOADING DOCK 

3/16 

SAWCUT OPENING 

(5" x 5") 

EXIST. WALL PANEL 

HSS 4"x4"x1/4" 

STIFF. PL 1/4" 

(TYP.) 

W12x45 

LOADING DOCK TO EXISTING BUILDING 

TIE-IN DETAIL (TYPICAL @ A-3 & A-5) 

SCALE: 1-1/2" = 1'-0" 

A 

EXIST. BLDG. 

WALL PANEL 

C 

SA1.04 

2'-9" 

EXPANSION 

JOINT 

5'-1" 

∠3-1/2"x3-1/2"x3/8" 

1/4" 

W12x26 

EXIST. COL. 


AA 

EXIST. 

BLDG. 

1/4 

A 

SA1.09 

ROOFING (SEE ARCH.) 

LOADING 

DOCK 

A 

SCALE: 

EXIST. WALL PANEL 

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

ROOF DECK (SEE PLANS) 

W10x22 

SECTION - ROOF DECK EXTENSION 

SCALE: 

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

AA 

HSS 4"x 4"x1/4" 

SECTION - CONNECTION ELEV. 

EL. (+) 122'-5 3/4" 

EL. (+) 121'-0" 

LOADING 

DOCK 


W12x45 


DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

DESCRIPTION 

CONNECTION 

DETAILS 

SHEET NO 



SA1.09 


12.10.12 

01-08-1070-00 

TFR 

SPN

4 5 

30'-0" 

4'-9" 20'-6" 4'-9" 

W10x33 

8" CMU WALL 

W10x33 

W10x33 

∠3-1/2"x3-1/2"x1/4" 

(4 EQ. SPCS.)(TYP.) 

18'-8" 

6'-7" 6'-7" 5'-6" 

W8x21 

(TYP.) 

W10x19 

W16x26 W16x26 

W10x33 

W8x40 (-2") 

HOIST BEAM 

W10x33 

W16x26 W16x26 

W10x19 



W10x45 (TYP.) 

HSS 6"x6"x1/4" (TYP.) 

A 

3'-0" 

TYP. 

CMU 

WALL 

W10x33 

1/4" 

W10x33 

W10x33 

HSS 4"x4"x1/4" (TYP.) 

A 

SA1.10 

ELEVATOR PENTHOUSE PLAN 

SCALE: 

1/4" = 1'-0" 

W10x33 

18'-8" 

5'-6" 6'-7" 6'-7" 

W10x33 

HOIST BEAM 

(W8x40) 

W10x33 

∠3-1/2"x3-1/2"x1/4" (TYP.) 

TYP. 

1/4" 

A 

WALL 

PANEL 

CONNECTION PER 

PANEL MFR. 

RECOMMENDATION 

(TYP.) 





DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

W16x26 (TYP.) 

A 

SA1.10 

SECTION 

SCALE: 

3/4" = 1'-0" 

EXIST. 

BEAM 

NOTES: 



6x6-W1.4xW1.4 WWF. 

2. METAL ROOF DECK TO BE 1 1/2" DEEP, 20-GA. INTERMEDIATE RIB 

DECK. 

REVISIONS: 

NO DATE 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

DESCRIPTION 

TFR 

SPN 

ELEVATOR PENTHOUSE 

FRAMING DETAILS 

SHEET NO 

SA1.10

A 

AA 

CONTIN. ANGLE W/A.B. 

CMU WALL 

(SEE ARCH.) 

TYP @ STL 

BEAM 

GRADE 

BEAM 

1'-4" 

CONC. BLOCK 

WALL TYP. REINF. 

1'-6" 

PILES 

(TYP.) 

PILE 

CAP 

STEEL BEAM 

WHERE OCCURS 

CONTIN. REBAR 

2'-3" 

3'-0" 

SCALE: 

DETAIL 

1" = 1'-0" 

PILE 

CAP 

EL.(+) 100'-0" 

CMU WALL 

(SEE ARCH.) 

GRADE 

BEAM 

8" 

1'-4" 

ANCHOR BOLTS AT BLOCK WALLS 

1" CLR 

CONTIN. REBAR 

ANGLE W/ SELF-DRILLED 

SCREWS, TYP. AT DECK 

VOID 

SCALE: 

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

@ 12" O.C. 

WEDGE 

ANCHOR 

PL 

TYP. 

CONC. BLOCK WALL TYP. 

REINF. 





PILES 

(TYP.) 

DATE: 

PROJECT NO: 

REVISIONS: 

12.10.12 

01-08-1070-00 

WALL ABOVE OVERHEAD DOOR @ LOADING DOCK 

NO 

DATE 

DESCRIPTION 

SCALE: 1-1/2" = 1'-0" 

1 

S1.02 

CMU WALL TO GRADE BEAM CONNECTION DETAIL 

SCALE: 1-1/2" = 1'-0" 

DRAWN BY: 

CHECKED BY: 

TFR 

SPN 

SHEET TITLE 

MISCELLANEOUS 

DETAILS 

SHEET NO 

SA1.11

L6x4x1/4 

HSS 6x5x1/2 

1/2" BENT PLATE 

(CONT.) 

PRE-STRESSED 

LINTEL 

(PER MFR.) 

8"x1/4" PLATE 

(CONT.) 

C8x11.5 

WALL DETAIL 

SCALE: 1" = 1'-0" 

∠4"x6"x1/4" 

6"x3/16" PLATE 

(CONT.) 

WALL DETAIL 

SCALE: 1" = 1'-0" 

∠4"x6"x1/4" 

OVERHEAD DOOR CONNECTION DETAIL 

SCALE: 

1" = 1'-0" 





1'-6" 

DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

REVISIONS: 

NO 

DATE 

DESCRIPTION 

WALL DETAIL WALL DETAIL 

SCALE: 1" = 1'-0" 

SCALE: 

1" = 1'-0" 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

TFR 

SPN 

FRAMING 

DETAILS 

SHEET NO 

SA1.12

A 

SA1.13 

PRE-FAB STAIR 

13'-6" 

9'-10" 

3'-8" 

3 1/2" CONC. DECK W/ 0.6C 

CSV CONFORM DECK 

(VULCRAFT OR EQUAL) 

6" STD. PIPE LEG 

(TYP. 6 PLCS.) 

6'-0" 

C6x10.5 

(TYP. @ EQ. SP.) 

SPAN 

6" MIN. 

W8x21 

B 

SA1.13 

1 

SA1.13 

2'-1" 

#4 @ 9" O.C. 

ENLARGED STAIR PLAN 

SCALE: 3/8" = 1'-0" 

#4 @ 9" O.C. 

#4 "U" BAR 

@ 9" O.C. 

24" 

24" 

6" 

4'-0" 

EL. (+) 103'-8 1/2" 

T.O.S. 

EL. (+) 103'-8 1/2" 

T.O.S. 

PL 1/2"x8"x8" 

(TYP.) 

GROUT (TYP.) 

EL. (+) 100'-0" 

3/4"Ø A325 

BOLTS (TYP.) 

6'-0" 

3 1/2" THK. CONC. W/ 0.6C 

CSV CONFORM DECK 

(VULCRAFT OR EQUAL) 

3/4"Ø EXP. BOLTS 

(6" MIN. EMB.)(TYP.) 

C6x10.5 

6" STD. PIPE LEG 

(TYP.) 

A 

W8x21 

#5 @ 12"O.C 

#5 BAR 

#4 @ 6"O.C 


DATE: 

PROJECT NO: 

REVISIONS: 

NO DATE 



DESCRIPTION 


12.10.12 

01-08-1070-00 

B 

SA1.13 

SECTION - CONCRETE STAIR 

SCALE: 

3/4" = 1'-0" 

A 

SA1.13 

SECTION - WALKWAY 

SCALE: 

3/4" = 1'-0" 

1 

SA1.13 

TYPICAL STAIR DETAIL 

SCALE: 

3/4" = 1'-0" 

DRAWN BY: 

CHECKED BY: 

EAO 

SPN 

SHEET TITLE 

STAIR DETAILS 

SHEET NO 

SA1.13

© PEREZ, A PROFESSIONAL CORPORATION 

GENERAL NOTES 

1 PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL 

SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE 

2 CONTRACT DOCUMENT DRAWINGS FOR MECHANICAL WORK (HVAC, PLUMBING AND FIRE PROTECTION) ARE DIAGRAMMATIC AND ARE 

INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY 

3 INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURERS’ RECOMMENDATIONS, CONTRACT 

DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS 

4 PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO PREVENT TRANSMISSION OF VIBRATION TO BUILDING STRUCTURE 

5 THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE 

THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PAY FOR AND REPAIR ALL 

DAMAGES CAUSED BYU FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES UNLESS OTHERWISE 

INDICATED 

6 COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL WORK, ETC.., SHOWN 

ON OTHER CONTRACT DOCUMENT DRAWINGS 

7 MAINTAIN A MINIMUM OF 6’-8” CLEARANCE TO UNDERSIDE OF PIPES, DUCTS, CONDUITS, SUSPENDED EQUIPMENT, ETC.., THROUGHOUT 

ACCESS ROUTES IN MECHANICAL ROOMS 

8 ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT OR PIPING INSULATION IS APPLIED 

9 LOCATE ALL TEMPERATURE PRESSURE AND FLOW MEASURING DEVICES IN ACCESSIBLE LOCATIONS WITH STRAIGHT SECTION OF PIPE 

OR DUCT UP- AND DOWN STREAM AS RECOMMENDED BY THE MANUFACTURER FOR GOOD ACCURACY 

10 WHERE TWO OR MORE ITEMS OF THE SAME TYPE OF EQUIPMENT ARE REQUIRED, THE PRODUCT OF ONE MANUFACTURER SHALL BE 

USED 

11 REINFORCEMENT, DETAILING, AND PLACEMENT OF CONCRETE SHALL CONFORM TO ASTM 315 AND ACI 318. CONCRETE SHALL CONFORM 

TO ASTM C94. CONCRETE WORK SHALL CONFORM TO ACI318, PART ENTITLED “CONSTRUCTION REQUIREMENTS.” COMPRESSIVE 

STRENGTH IN 28 DAYS SHALL BE 3,000 PSI. TOTAL AIR CONTENT OF EXTERIOR CONCRETE SHALL BE BETWEEN 5 AND 7 PERCENT BY 

VOLUME. SLUMP SHALL BE BETWEEN 3 AND 4 INCHES. CONCRETE SHALL BE CURED FOR 7 DAYS AFTER PLACEMENT. 

12 COORDINATE ALL EQUIPMENT CONNECTION WITH MANUFACTURERS’ CERTIFIED DRAWINGS. COORDINATE AND PROVIDE ALL DUCT AND 

PIPING TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL 

DUCT AND PIPING DIMENSIONS BEFORE FABRICATION. 

13 ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND DIVISION 16 OF THE SPECIFICATION 

14 CONCRETE HOUSEKEEPING PADS TO SUIT MECHANICAL EQUIPMENT SHALL BE SIZED AND LOCATED BY THE MECHANICAL CONTRACTOR. 

MINIMUM CONCRETE PAD THICKNESS SHALL BE 6 INCHES. PAD SHALL EXTEND BEYOND THE EQUIPMENT A MINIMUM OF 6 INCHES ON 

EACH SIDE. CONCRETE HOUSEKEEPING PADS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. IT SHALL BE THE RESPONSIBILITY 

OF THE MECHANICAL CONTRACTOR TO COORDINATE SIZE AND LOCATIONS OF CONCRETE HOUSEKEEPING PADS WITH GENERAL 

CONTRACTOR 

15 LOCATIONS AND SIZES OF ALL FLOOR, WALL, AND ROOF OPENINGS SHALL BE COORDINATED WITH ALL OTHER TRADES INVOLVED 

16 REFER TO TYPICAL DETAILS FOR DUCTWORK, PIPING, AND EQUIPMENT INSTALLATION 

PLUMBING NOTES 

1 PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE PLUMBING 

SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE 

2 PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER PIPING SYSTEMS BRANCHES IN WHICH BRANCH PIPING SERVES TWO OR MORE 

FIXTURES 

3 UNLESS OTHERWISE NOTED, ALL DOMESTIC COLD AND HOT WATER PIPING SHALL BE ½ INCH SIZE (EDIT SYSTEM TYPE OR PIPE SIZE TO 

SUIT PROJECT REQUIREMENTS) 

4 UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT TO UNDERSIDE OF SLAB, WITH SPACE FOR INSULATION IF REQUIRED 

5 INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS, TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING ACCESS ARE 

ACCESSIBLE 

6 WHERE DOMESTIC COLD AND HOT WATER PIPING DROPS INTO A PIPE CHASE, THE SIZE SHOWN FOR THE PIPE DROPS SHALL BE USED 

TO THE LAST FIXTURE UNLESS OTHERWISE NOTED 

7 INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING 

8 ALL PIPING SHALL CLEAR DOORS AND WINDOWS 

9 ALL PIPING SHALL GRADE TO LOW POINTS. PROVIDE HOSE END DRAIN VALVES AT THE BOTTOM OF ALL RISERS AND LOW POINTS 

10 UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECE OF EQUIPMENT, IN BYPASSES, AND IN LONG PIPING RUNS (100 FEET OR 

MORE) TO PERMIT DISASSEMBLY FOR ALTERATION AND REPAIRS 

11 ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND EASY OPERATION 

12 ALL VALVES (EXCEPT CONTROL VALVES) AND STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE REDUCING SIZE TO MAKE CONNECTION 

TO EQUIPMENT AND CONTROLS 

13 PROVIDE ALL PLUMBING FIXTURES AND EQUIPMENT WITH ACCESSIBLE STOPS 

14 UNLESS OTHERWISE NOTED, DRAINS SHALL BE INSTALLED AT THE LOW POINT OF ROOFS, AREAWAYS, FLOORS, ETC 

15 PROVIDE CLEANOUTS IN SANITARY AND STORM DRAINAGE SYSTEMS AT ENDS OF RUNS, AT CHANGES IN DIRECTION, NEAR THE BASE OF 

STACKS, EVERY 50 FEET IN HORIZONTAL RUNS AND ELSEWHERE AS INDICATED (EDIT HORIZONTAL CLEANOUT SPACING TO SUIT CODE 

AND PROJECT REQUIREMENTS) 

16 ALL CLEANOUTS SHALL BE FULL SIZE OF PIPE FOR PIPE SIZES 6 INCHES AND SMALLER AND SHALL BE 6 INCHES FOR PIPE SIZES LARGER 

THAN 6 INCHES 

17 ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM ADJUSTABLE STOPS 

(MEMORY STOPS) 

18 ALL VALVES SHALL BE INSTALLED SO THAT VALVE REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF VALVE IS 

REMOVED 

19 ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE 

PROVIDED AT NO ADDITIONAL COST TO THE OWNER 

20 PROVIDE FLEXIBLE CONNECTIONS IN ALL PIPING SYSTEMS CONNECTED TO PUMPS AND OTHER EQUIPMENT WHICH REQUIRE VIBRATION 

ISOLATION. FLEXIBLE CONNECTIONS SHALL BE PROVIDED AS CLOSE TO THE EQUIPMENT AS POSSIBLE OR AS INDICATED ON THE 

DRAWINGS 

GW 

FW 

G 

VAC 

O 

N 

A 

NEW DUCT 

EXISTING DUCT 

DEMO DUCT 

INTERNALLY INSULATED DUCT 

SUPPLY DUCT 

RETURN DUCT 

EXHAUST DUCT 

RECTANGULAR SUPPLY DUCT UP 

RECTANGULAR SUPPLY DUCT DOWN 

RECTANGULAR RETURN DUCT UP 

RECTANGULAR RETURN DUCT DOWN 

RECTANGULAR EXHAUST DUCT UP 

RECTANGULAR EXHAUST DUCT DOWN 

ROUND SUPPLY DUCT UP 

ROUND SUPPLY DUCT DOWN 

ROUND RETURN DUCT UP 

ROUND RETURN DUCT DOWN 

ROUND EXHAUST DUCT UP 

ROUND EXHAUST DUCT DOWN 

MITERED 90º ELBOW WITH DOUBLE 

DEFLECTION TURNING VANES 

MITERED 45º ELBOW WITH DOUBLE 

DEFLECTION TURNING VANES 

SANITARY PIPING 

SANITARY VENT PIPING 

COLD WATER PIPING 

HOT WATER PIPING 

GREASE WASTE PIPING 

FILTERED WATER PIPING 

GAS PIPING 

VACUUM PIPING 

OXYGEN PIPING 

NITROGEN PIPING 

AIR PIPING 

90º ELBOW 

45º ELBOW 

TRANSITION 

45º WYE 

SANITARY TEE 

COMBINATION WYE AND 8TH 

MECHANICAL LEGEND 

T 99 

R 

D 

PLUMBING LEGEND 

ABBREVIATIONS 

RADIUS ELBOW 

RECTANGULAR TRANSITION; SYMMETRIC 

RECTANGULAR TRANSITION; ASYMMETRIC 

DUCT WITH FLEXIBLE CONNECTION 

45º RECTANGULAR TAP 

CHANGE IN RECTANGULAR DUCT ELEVATION; RISE 

CHANGE IN ROUND DUCT ELEVATION; DROP 

DUCT WITH MANUAL VOLUME DAMPER 

DUCT WITH FIRE DAMPER 

DUCT WITH SMOKE DAMPER 

DUCT WITH COMBINATION FIRE/SMOKE DAMPER 

DUCT WITH MOTORIZED DAMPER 

DUCT WITH ACCESS DOOR 

RETURN OR EXHAUST GRILLE; SEE SCHEDULE FOR SIZE 

4-WAY DIFFUSER; SEE SCHEDULE FOR SIZE 




TIE-INTO EXISTING DUCTWORK 

THERMOSTAT SYMBOL 

COUPLING 

DOUBLE SANITARY VENT 

DOUBLE SANITARY TEE 

DOUBLE SANITARY LONG SWEEP TEE 

DOUBLE WYE 

CAP 

HOSE BIBB 

BALL VALVE 

CHECK VALVE 

GATE VALVE 

SOLENOID VALVE 

WALL CLEANOUT 

FLOOR CLEANOUT 

FLOOR DRAIN 

FLOOR SINK 

TIE INTO EXISTING PIPING 

MECHANICAL NOTES 

1 GENERAL MECHANICAL NOTES HERE ARE TYPICAL FOR ALL FLOOR PLANS. SEE INDIVIDUAL FLOOR PLANS FOR ADDITIONAL NOTES 

2 DUCTWORK DIMENSIONS GIVEN ARE METAL TO METAL 

3 REFER TO DIFFUSER AND GRILLE SCHEDULE FOR BRANCH DUCT SIZE UNLESS SHOWN OR NOTED OTHERWISE 

4 REFER TO MECHANICAL SCHEDULE SHEET FOR EQUIPMENT, DIFFUSER, AND GRILLE SCHEDULES 

5 INSTALL TRANSITION DUCT FROM INLET AND OUTLET OF EQUIPMENT TO DUCT SIZE SHOWN ON PLANS; CONSULT EQUIPMENT 

MANUFACTURER FOR INLET AND OUTLET SIZE 

6 ALL DUCT ELBOWS, BENDS, AND TEES SHALL BE PROVIDED WITH DOUBLE THICKNESS TURNING VANES OR RADIUS ELBOWS UNLESS 

SHOWN OR NOTED OTHERWISE. ELBOWS IN DISHWASHER, KITCHEN, AND LAUNDRY EXHAUST SHALL BE UNVANED SMOOTH RADIUS 

CONSTRUCTION WITH A RADIUS OF 1.5 TIMES THE WIDTH OF THE DUCT 

7 REFER TO ELECTRICAL AND PLUMBING DRAWINGS FOR COORDINATION WITH MECHANICAL DRAWINGS. OFFSETS IN DUCTS, INCLUDING 

DIVIDED DUCTS AND TRANSITIONS AROUND OBSTRUCTIONS, SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER 

8 EQUIPMENT SIZES AND SERVICE SPACE REQUIREMENTS VARY AMONG MANUFACTURERS; CONSULT MANUFACTURER DATA FOR SPACE 

REQUIREMENTS AND VERIFY SPACE ADEQUACY 

9 DO NOT BLOCK TUBE PULL, FILTER PULL, COIL PULL, SAFETY OR SERVICE CLEARANCE SPACE ON EQUIPMENT WITH PIPING, DUCTWORK, 

ETC. FLANGED OR REMOVABLE SECTIONS MAY BE USED IN SOME INSTANCES WHERE TIGHT CLEARANCES EXIST; VERIFY WITH ARCHITECT 

IN SUCH CASE 

10 REFER TO ARCHITECTURAL REFLECTIVE CEILING PLAN DRAWINGS FOR COORDINATION OF MECHANICAL ITEMS TO BE INSTALLED IN 

CEILING AND MAKE MINOR DUCT MODIFICATIONS TO SUIT 

11 PROVIDE ESCUTCHEONS AT ALL EXPOSED LOCATIONS WHERE PIPE PENETRATES WALL 

12 ROOM NUMBERS AND NAMES ON THE CONSTRUCTION DOCUMENTS ARE FOR CONSTRUCTION PURPOSES ONLY AND CAN CHANGE DURING 

CONSTRUCTION; OBTAIN FINAL ROOM NUMBERS AND NAMES FROM THE ARCHITECT 

13 WHERE CONCEALED BY INACCESSIBLE FINISHES, PROVIDE ACCESS DOORS TO ALL VALVE BOXES, VALVES, DUCT STATIC PRESSURE 

SENSORS, MANUAL VOLUME DAMPERS, FIRE DAMPERS, FIRE/SMOKE CONTROLS, AIR VENTS, DRAIN CONNECTIONS AND ALL OTHER ITEMS 

REQUIRING PERIODIC MAINTENANCE, OPERATION, OR ADJUSTMENT. ACCESS DOORS ARE TO BE SIZED AND LOCATED FOR EASY 

PERFORMANCE OF THE FUNCTION INTENDED. COORDINATE LOCATION OF ACCESS DOORS WITH ALL TRADES AFFECTED 

14 ALL EQUIPMENT INSTALLATIONS SHALL BE INSTALLED TO MEET THE INSTALLATION AND OPERATION REQUIREMENT OF THE EQUIPMENT 

MANUFACTURER AND ALL CODES AND REGULATIONS IN EFFECT IN THE AREA WHERE WORK IS DONE 

15 THE CONDENSATE DRAIN LINE SHALL NOT DECREASE IN SIZE FROM THE DRAIN PAN CONNECTION TO THE FLOOR DRAIN; ELEVATE UNIT TO 

ACCOMMODATE P-TRAP 

16 ALL EQUIPMENT AND DEVICES TO BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF CONTRACT DRAWINGS, SPECIFICATIONS, 

MANUFACTURERS RECOMMENDATIONS, AND ACCORDING TO CODE 

17 ALL EQUIPMENT TO BE TAGGED AND IDENTIFIED ACCORDING TO THE IDENTIFICATION NUMBER OR DESIGNATION ON THE MECHANICAL 

DRAWING EQUIPMENT SCHEDULES 

18 ALL HVAC EQUIPMENT SHALL MEET THE REQUIREMENTS OF ASHRAE STANDARD 90.1-2004 

19 CERTAIN ITEMS SUCH AS RISES AND DROPS IN DUCTWORK, ACCESS DOORS, VOLUME DAMPERS, ETC., ARE INDICATED ON THE CONTRACT 

DOCUMENT DRAWINGS FOR CLARITY FOR A SPECIFIC LOCATION REQUIREMENT AND SHALL NOTE BE INTERPRETED AS THE EXTENT OF 

THE REQUIREMENTS FOR THESE ITEMS 

20 UNLESS OTHERWISE SHOWN, LOCATE ALL ROOM THERMOSTATS AND HUMIDISTATS 4'-0" (CENTERLINE) AFF. NOTIFY THE ENGINEER OF 

ANY ROOMS WHERE THE ABOVE LOCATION CANNOT BE MAINTAINED OR WHERE THERE IS A QUESTION ON LOCATION 

21 ALL DUCTWORK SHALL CLEAR DOORS AND WINDOWS 

22 ALL AIR HANDLING UNITS SHALL OPERATE WITHOUT MOISTURE CARROVER 

23 PROVIDE FLEXIBLE CONNECTIONS IN ALL DUCTWORK SYSTEMS (SUPPLY, RETURN, AND EXHAUST) CONNECTED TO AIR HANDLING UNITS, 

FANS, AND OTHER EQUIPMENT WHICH REQUIRE VIBRATION ISOLATION. FLEXIBLE CONNECTIONS SHALL BE PROVIDED AT THE POINT OF 

CONNECITON TO THE EQUIPMENT UNLESS OTHERWISE INDICATED 

24 UNLESS OTHERWISE NOTED, ALL DUCTOWRK IS OVERHEAD, TIGHT TO UNDERSIDE OF THE STRUCTURE, WITH SPACE FOR INSULATION IF 

REQUIRED 

25 RUNS OF FLEXIBLE DUCT SHALL NOT EXCEED 6 FEET 

26 SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY THE ELECTRICAL CONTRACTOR. THE MECHANICAL CONTRACTOR SHALL BE 

RESPONSIBLE FOR MOUNTING THE SMOKE DETECTOR IN DUCTWORK AS SHOWN ON THE DRAWINGS AND IN ACCORDANCE WITH 

MANUFACTURER'S PRINTED INSTRUCTIONS 

27 SEE SPECIFICATIONS FOR DUCTWORK GAUGES, BRACING, HANGERS, AND OTHER REQUIREMENTS 

28 REFER TO HVAC SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 

29 PENITRATIONS THROUGH EXTERIOR WALLS SHALL BE SAW CUT, REFER TO ARCH FOR FURTHER INSTRUCTION. 


ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 

A PROFESSIONAL CORPORATION 



WWW.E-PEREZ.COM 




AAV 

AUTOMATIC AIR VENT 

BTU 

BRITISH THERMAL UNIT 

CONC 

CONCRETE 

DP 

PRESSURE DROP 

EWT 

ENTERING WATER TEMPERATURE 

FSD 

COMBINATION FIRE SMOKE DAMPER 

LWB 

LEAVING WET BULB TEMPERATURE 

MUA 

MAKE-UP AIR UNIT 

RPM 

REVOLUTIONS PER MINUTE 

WB 

WET BULB 

ABV 

ACC 

AFF 

ABOVE 

AIR COOLED CHILLER 

ABOVE FINISHED ROOF 

BTUH 

CAP 

CAV 

BRITISH THERMAL UNIT/HOUR 

CAPACITY 

CONSTANT AIR VOLUME 

CONT 

COP 

CV 

CONTINUATION 

COEFFICIENT OF PERFORMANCE 

CONSTANT VOLUME 

DWG 

DX 

EA 

DRAWING 

DIRECT EXPANSION 

EACH 

EXH 

FA 

FC 

EXHAUST 

FREE AREA(SQUARE FEET) 

FLEXIBLE CONNECTION 

FT 

GPM 

HC 

FEET 

GALLONS PER MINUTE 

HEATING COIL 

LWT 

MAV 

MAX 

LEAVING WATER TEMPERATURE 

MANUAL AIR VENT 

MAXIMUM 

NC 

NIC 

NO 

NORMALLY CLOSED 

NOT IN CONTRACT 

NORMALLY OPEN 

RTU 

S/A 

SEN 

ROOFTOP UNIT 

SUPPLY AIR 

SENSIBLE 

WCC 

WATER COOLED CHILLER 

DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

AFR 

ABOVE FINISHED ROOF 

CC 

COOLING COIL 

CWR 

CHILLED WATER RETURN 

E/A 

EXHAUST AIR 

FCU 

FAN COIL UNIT 

HHWR 

HOT WATER RETURN 

MBH 

1000 BTUH 

NPSH 

NET POSITIVE SUCTION HEAD 

TOT 

TOTAL 

REVISIONS: 

AHU 

A 

AIR HANDLING UNIT 

AMPS 

CD 

CDWS 

CONDENSATE DRAIN 

CONDENSER WATER SUPPLY 

CWS 

dB 

CHILLED WATER SUPPLY 

DECIBEL 

EAT 

EF 

ENTERING AIR TEMPERATURE 

EXHAUST FAN 

FD 

FLA 

FIRE DAMPER 

FULL LOAD AMPS 

HHWS 

KW 

HOT WATER SUPPLY 

KILOWATT 

MCA 

MFG 

MINIMUM CIRCUIT AMPACITY 

MANUFACTURER 

O/A 

OBD 

OUTSIDE AIR 

OPPOSED BLADE DAMPER 

V 

VAV 

VOLTS 

VARIABLE AIR VOLUME 

NO 

DATE 

DESCRIPTION 

---- ---- ---- 

ARCH 

ARCHITECTURAL 

CDWR 

CONDENSER WATER RETURN 

DB 

DRY BULB 

ELEC 

ELECTRICAL 

FLT 

FILTER 

LAT 

LEAVING AIR TEMPERATURE 

MHP 

MOTOR HORSEPOWER 

QTY 

QUANTITY 

VD 

VOLUME DAMPER 

BDD 

BACKDRAFT DAMPER 

CFM 

CUBIC FEET PER MINUTE 

DG 

DOOR GRILLE 

ESP 

EXTERNAL STATIC PRESSURE 

FPB 

FAN POWER BOX 

LPC 

LOW PRESSURE CONDENSATE 

MIN 

MINIMUM 

R/A 

RETURN AIR 

VRV 

VARIABLE REFRIGERANT VOLUME 

BHP 

BRAKE HORSEPOWER 

CLG 

CEILING 

DN 

DOWN 

EWC 

ELECTRIC WATER COOLER 

FPM 

FEET PER MINUTE 

LPS 

LOW PRESSURE STEAM 

MOCP 

MAXIMUM OVERCURRENT PROTECTION 

REF 

REFRIGERANT 

W 

WATTS 

DRAWN BY: 

CHECKED BY: 

JFL 

JFL 

SHEET TITLE 

PHASE 1 MECH 

COVER SHEET 

REV DATE DESCRIPTION 

EMB 

CONSULTING ENGINEERS 

717 S. FOSTER DRIVE, SUITE 120 


225.929.9374 

www.embsite.com 

EMB PROJECT - CHE12-013-AMON 

SHEET NO 

MA1.00

MK-5264 

C_FO VITREO ILBRO UNTAINS USCHINA K 


D 

1 

2 

2 

E-CRAH-1 

3 

E-CRAH-2 

4 

E-EF-1 

20 

1 2 

8 1 2 

18 

8 

18 

2 

5 

6 

E-CRAH-3 TO BE 

RELOCATED 

E-CRAH-3 

7 


RELOCATED 

E-CRAH-4 

2 

8 

9 

ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





C 

2 

2 

2 

2 

2 

2 

2 

2 

2 

E-FC-2 TO REMAIN 

6 

2 

2 

2 

2 2 

2 

6 

7 

E-FC-2 

1 

PHASE 

B 

A 

1 - HVAC DEMOLITION PLAN - 1ST FLOOR 

1/8" = 1'-0" 

6 

2 

6 

E-CRAH-5 

E-CRAH-6 

E-CRAH-7 

E-CRAH-8 E-CRAH-9 E-CRAH-10 

2 9 

2 

2 

2 

2 

3 17 

1 

8 

1 

5 9 

4 

E-CRAH-5 TO REMAIN 


RELOCATED 

2 

2 


RELOCATED 

E-CRAH-10 TO REMAIN 

E-FC-1 

E-FC-1 TO REMAIN 





1 EXISTING CRAH UNIT SHALL BE REMOVED INCLUDING ALL ASSOCIATED DUCT AND REFRIGERATION 

PIPING. UNITS SHALL BE REMOVED IN SUCH A MANNER TO NOT DAMAGE. UNITS SHALL BE RELOCATED TO 

OWNER PROVIDED STORAGE OFF SITE. FURNISH TRANSPORTATION OF THE UNIT TO OFF SITE STORAGE 

AND COORDINATE WITH OWNER. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL TO ALL SHEET METAL 

AND REFRIGERATION PIPING ASSOCIATED WITH THE REMOVAL OF THE UNIT. 

9 EXISTING REFRIGERATION PIPING SERVING UNITS TO BE REMOVED AND NON-EXISTENT UNITS TO BE 

REMOVED THROUGH THE FIRST AND SECOND FLOOR. ALL REFRIGERATION PIPING FOR UNITS E-CRAH-5, 9, 

AND 10 TO REMAIN. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL TO ALL REFRIGERATION PIPING 

REMOVED FROM BUILDING. 

15 E-CU-1 AND 2 TO BE REMOVED FROM ROOF DURING RE-ROOFING OF BUILDING. UNITS SHALL BE 

STORED IN SUCH A MANNER TO INSURE UNITS ARE NOT DAMAGED. ALL ELECTRICAL CONNECTIONS 

AND REFRIGERATION CONNECTIONS SHALL BE SEALED WEATHERTIGHT DURING TIME UNIT IS IN 

STORAGE. UNITS SHALL BE RELOCATED ON ROOF, SEE MECHANICAL PLANS. 

DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

2 EXISTING DUCT WORK IN CROSS HATCHED AREA SHALL BE REMOVED. 

3 EXISTING COMPUTER ROOM AIR HANDLER UNIT E-CRAH-5 TO REMAIN. MAKE SUPPLY DUCT READY TO TIE 

INTO NEW DUCT WORK TO BE INSTALLED TO SERVE BUILDING. 

10 EXISTING E-CRAH-24 TO REMAIN. ALL ASSOCIATED REFRIGERATION PIPING TO REMAIN. ALL DUCT 

WORK DOWN STREAM OF MAIN ELBOW TO BE REMOVED . 

11 EXISTING REFRIGERATION PIPING IN HATCHED AREA TO BE REMOVED FROM ROOF AND THROUGHOUT 

BUILDING. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL TO ALL REFRIGERATION PIPING ASSOCIATED 

WITH THE REMOVAL OF THE UNIT. 

16 E-EF-2 TO BE REMOVED FROM ROOF DURING RE-ROOFING OF BUILDING. UNITS SHALL BE STORED IN 

SUCH A MANNER TO INSURE UNITS ARE NOT DAMAGED. ALL ELECTRICAL CONNECTIONS SHALL BE 

SEALED WEATHERTIGHT DURING TIME UNIT IS IN STORAGE. UNITS SHALL BE RELOCATED ON ROOF, 

SEE MECHANICAL PLANS. 

17 EXISTING COMPUTER ROOM AIR HANDLER UNIT E-CRAH-6 TO BE RELOCATED ADJACENT TO E-CRAH-5. 


REVISIONS: 

NO 

DATE 

DESCRIPTION 

---- ---- ---- 



5 EXISTING COMPUTER ROOM AIR HANDLER UNIT E-CRAH-9 TO BE RELOCATED ADJACENT TO E-CRAH-10. SEE 

MECHANICAL PLANS. 

6 EXISTING SUPPLY DUCT DOWN STREAM OF EXISTING RADIUS ELBOW TO BE REMOVED. EXISTING 

SUPPLY DUCTWORK TO BE MADE READY TO TIE INTO NEW DUCT TO SUPPLY THE BUILDING. 

7 EXISTING SUPPLY GRILLE TO BE REMOVED, SUPPLY DUCT TO BE PATCHED AND INSULATED TO MATCH THE 

EXISTING. 

8 EXISTING REFRIGERATION PIPING FOR BOTH EXISTING AND NON-EXISTENT UNITS TO BE REMOVED 

THROUGH THE FIRST AND SECOND FLOOR. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL TO ALL 

REFRIGERATION PIPING REMOVED FROM BUILDING. 

12 EXISTING ACC TO BE REMOVED FROM ROOF. REMOVE ALL ASSOCIATED REFRIGERATION PIPING. UNITS 

SHALL BE REMOVED IN SUCH A MANNER TO NOT DAMAGE. ALL ELECTRICAL CONNECTION AND 

REFRIGERATION CONNECTIONS SHALL BE SEALED WEATHERTIGHT IN PREPARATION FOR UNIT TO BE 

STORED. UNITS SHALL BE RELOCATED TO OWNER PROVIDED STORAGE OFF SITE. FURNISH 

TRANSPORTATION OF THE UNIT TO OFF SITE STORAGE AND COORDINATE WITH OWNER. OWNER 

SHALL HAVE FIRST RIGHT OF REFUSAL TO ALL REFRIGERATION PIPING ASSOCIATED WITH THE 

REMOVAL OF THE UNIT. 

13 E-ACC-3, 4, 5, 6, 9, 10, 24 AND 39 TO BE REMOVED FROM ROOF DURING RE-ROOFING OF BUILDING. UNITS 

SHALL BE STORED IN SUCH A MANNER TO INSURE UNIT IS NOT DAMAGED. ALL ELECTRICAL 

CONNECTIONS AND REFRIGERATION CONNECTIONS SHALL BE SEALED WEATHERTIGHT DURING TIME 

UNITS ARE IN STORAGE. UNITS SHALL BE RELOCATED ON ROOF, SEE MECHANICAL PLANS. 

14 EXISTING REFRIGERATION PIPING IN HATCHED AREA TO BE REMOVED FROM ROOF ONLY. EXISTING PIPING 

THROUGH BUILDING TO REMAIN. PIPE SHALL BE SEALED WEATHER TIGHT SO THAT IT CAN BE REUSED FOR 

THE INSTALLATION OF EXSTG ACC UNITS IN NEW LOCATIONS. OWNER SHALL HAVE FIRST RIGHT OF 

REFUSAL TO ALL REFRIGERATION PIPING ASSOCIATED WITH THE REMOVAL OF THE UNIT. 

18 EXISTING COMPUTER ROOM AIR HANDLER UNIT E-CRAH-3 AND 4 TO BE RELOCATED ADJACENT TO 

SECOND FLOOR AIR HANDLERS. SEE MECHANICAL PLANS. 

19 EXISTING COMPUTER ROOM AIR HANDLER UNIT E-CRAH-39 TO BE RELOCATED TO THE EAST WALL OF THE 

SECOND FLOOR TO MAKE ROOM FOR ELEVATOR INSTALLATION. SEE MECHANICAL PLANS. 

20 EXISTING EXHAUST FAN AND CURB TO BE REMOVED. EXTERIOR WALL PENETRATION SHALL BE SEALED 

WEATHERTIGHT AND SECURED WITH SECURITY BARS, REFER TO ARCHITECTURAL. 


DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

PHASE 1 MECH 

DEMOLITION 

FLOOR PLAN 

JFL 

JFL 

MECHANICAL DEMOLITION NOTES - PHASE 1 

EMB 




225.929.9374 



SHEET NO 

MA1.01


D 

1 

2 

3 

4 

5 

6 

E-CRAH-24 

8 

10 

8 

7 

8 

9 

ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





C 

10 

2 

B 

1 

PHASE 

A 

DN 

1 - HVAC DEMOLITION PLAN - 2ND FLOOR 

1/8" = 1'-0" 









9 

19 

E-CRAH-39 










8 











9 

UP 

DN 


DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

---- ---- ---- 




12.10.12 

01-08-1070-00 

DESCRIPTION 








EXISTING. 


























DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

PHASE 1 MECH 

DEMOLITION 

FLOOR PLAN 

JFL 

JFL 


EMB 




225.929.9374 



SHEET NO 

MA1.02


D 

1 

2 

3 

11 

4 

5 

6 

7 

8 

9 

ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





11 

11 11 

11 

11 

11 

14 

11 

11 

C 

11 

E-ACC-1 E-ACC-2 E-ACC-3 E-ACC-24 E-ACC-4 

12 12 13 13 

13 

E-ACC-5 E-ACC-6 E-ACC-7 E-ACC-39 E-ACC-8 E-ACC-9 E-ACC-10 

13 

13 

12 13 

12 

13 

13 

B 

11 

1 

PHASE 

A 

1 - HVAC DEMOLITION PLAN - ROOF PLAN 

1/8" = 1'-0" 

14 
















EXISTING. 




11 

11 

11 

11 

























11 

11 

11 

11 

















14 

11 

14 

301 

E-EF-2 

15 16 

E-CU-1 

E-CU-2 

15 


15 


DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

---- ---- ---- 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 



DESCRIPTION 


12.10.12 

01-08-1070-00 

PHASE 1 MECH 

DEMOLITION ROOF 

PLAN 

JFL 

JFL 


EMB 




225.929.9374 



SHEET NO 

MA1.03


D 

1 

2 

3 

4 

5 

6 

7 

8 

9 

ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





8 

28"ø 

EXISTING 

ELECTRIC 

125 

C 

13 11 

RC 

13 11 

RC 

RC 

RC 

8 

28"ø 

Space (2) 

127 

AMON STORAGE 

128 

10 

EXIST. BRK RM 

107 

2 

MA3.01 

OPSO DATA 

CENTER 

129 

8 

28"ø 

8 

38"ø 

ELECTRICAL 

CLOSET 

126 

E-FC-2 

B 

A 

STAIR #2 

121 

28 

1 

2 

SH -475 CFM 

7 

42"x26" 

AA 

AB 

42"x26" 

42"x26" 

42"x26" 

7 

SH -475 CFM 

SH -475 CFM 

RC 

32"x26" 24"x24" 22"x22" 20"x20" 

SH -475 CFM 

FREIGHT 

ELEVATOR 

113 

14"x14" 

SH -475 CFM 

ELEVATOR 

MACHINE ROOM 

RE-CRAH-6 

E-CRAH-5 SH -475 CFM 

RE-CRAH-9 E-CRAH-10 

16"x14" 

4 

6 21 12 SF -510 CFM 

12 14 

28 

6 

3 

SALLY PORT 

118 

4 

LOADING 

SERVICE AREA 

115 

4 

RD 

RD 

13 

112 

SH -475 CFM 

1 

MA3.01 

RC 

SH -475 CFM 

11 

13 

RC 

RC 

SH -475 CFM 

16"x16" 

11 13 

RC 

RC 

SH -475 CFM 

11 

42"x26" 

11 

13 

9 

34"x34" 

7 7 

5 22 28 

22 

28 

22 5 

22 

42"x26" 

EXIST. OFFICE 

106 

F.R.R. 

108 

E-FC-1 

ENTRY HALL 

EXIST. RR 101 

102 

EXIST. ELEV. 

105 EXIST. ELEV. RM 

103 

STAIR #1 

104 





11 12 13 

DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

REVISIONS: 

1 

ph1-HVAC 

PLAN - 1ST FLOOR 

1/8" = 1'-0" 

NO 

DATE 

DESCRIPTION 

---- ---- ---- 

1 EXISTING E-CRAH-5 TO REMAIN. 

9 TRANSITION FROM RECTANGLE METAL DUCT TO ROUND FABRIC DUCT. 

16 EXISTING UINT E-CRAH-24 TO REMAIN, COORDINATE REFRIGERATION LINE SETS WITH 

RELOCAED CONDENSING UNIT E-ACC-24 ON ROOF 

23 UNIT RE-CRAH-3 TO BE RELOCATED TO THIS LOCATION. RUN ALL REFRIGERATION 

LINE SETS NEW TO RELOCATED CONDENSING UNIT RE-ACC-3 LOCATED ON ROOF 

2 NEW 42"X26" SUPPLY DUCT TO TIE INTO EXISTING RECTANGLE RADIUS ELBOW. 

3 SUPPLY DUCT UP AS HIGH AS POSSIBLE IN SALLY PORT. 

4 MANUAL VOLUME DAMPER SAME SIZE AS DUCT 

5 REFER TO CRAH SEQUENCE OF OPERATION IN SPECIFICATIONS. 

6 UNIT SHALL BE FULLY SERVICED BY LIEBERT AUTHORIZED PROFESSIONAL, REFER TO 

SPECIFICATIONS FOR REQUIREMENTS. SEE EXISTING CRAH UNIT SERVICE SCHEDULE 

FOR ADDITIONAL REQUIREMENT ABOVE MANUFACTURERS RECOMENDED SERVICE 

PROCEEDURE. 

7 MOTORIZED OPPOSED BLADE DAMPER SAME SIZED AS DUCT. DAMPER SHALL BE USED 

TO ISOLATE STAND-BY UNIT DURING OPERATION 

8 ROUND FABRIC DUCT, SEE SPECIFICATIONS 

MECHANICAL PLAN NOTES - PHASE 1 

10 INSTALL ADJUSTABLE FLOW DEVICE AT BEGINNING OF BRANCH 

11 SECURITY TRANSFER GRILLES TO BE INSTALLED WITH MINIMUM 14 GAUGE 

STEEL SLEEVE TO EXTEND THROUGH WALL AND WELDED TO LOUVER SECURITY 

GRILLE ON EITHER SIDE; COORDINATE INSTALLATION OF SECURITY TRANSFER 

GRILLES AND SLEEVE WITH WALL THICKNESS AND MANUFACTURERS 

REQUIREMENTS AND RECOMMENDATIONS 

12 RUN REFRIGERATION LINEUP TO ROOF TO CORRESPONDING CONDENSING UNIT 

13 RETURN AIR TRANSFER GRILLES AND DUCT 

14 UNIT RE-CRAH-9 TO BE RELOCATED TO THIS LOCATION. RUN ALL REFRIGERATION LINE 

SETS NEW TO RELOCATED CONDENSING UNIT RE-ACC-9 LOCATED ON ROOF 

15 UNIT RE-CRAH-39 TO BE RELOCATED TO THIS LCATION. RUN ALL REFRIGERATION LINE 

SETS NEW TO RELOCATED CONDENSING UINT RE-ACC09 LOCATIED ON ROOF 

17 RUN REFERGERATION LINES UP EXTERIOR WALL TO CONDENSING UNIT LOCATED ON 

ROOF 

18 EXISTING DUCT TO REMAIN 

19 ROUTE NEW REFRIGERATION LINES DOWN EXISTING ROOF PEITRATION. COORDINATE 

INSTALLATION WITH NEW ROOF 

20 EXISTING CONDENSING UNIT TO BE RELOCATED, COORDINATE RELOCATION WITH NEW 

ROOF. ALL MECHANICAL EQUIPMENT RE-INSTALLED SHALL BE INSTALLED ON NEW 

MECHAINCAL CURBS, SEE MECHANICAL SLEEPER DETAIL AND COORDINATE WITH 

ARCHITECTURAL. 



22 INSTALL NEW LEAK DETECTION CABLE IN ALL NEW OR EXISTING 4" STAINLESS STEEL 

DRAIN PANS, REFER TO SPECIFICATION FOR REQUIREMENTS. TYPICAL. 



25 EXISTING EXHAUST FAN TO BE RE-INSTALLED ON NEW ROOF, COORDINATE RE- 

INSTALLATION WITH NEW ROOF. EQUIPMENT SHALL BE RE-INSTALLED ON NEW 

MECHAINCAL CURBS 

26 EF-1 AND EF-2 SHALL BE CONTROLED BY COMBINATION CARDON MONOXIDE AND 

NITROGEN DIOXIDE DETECTOR LOCATED IN THE SALLY PORT. 

27 SECURITY BARS TO BE INSTALLED IN EXISTING LOUVERS, RE ARCH FOR DETAIL. 

28 INSTALL LEAK DETECTION KIT IN THE BASE OF ALL EXSITING AND RELOCATED CRAH UNITS. 

LEAK DETECTION KIT SHALL COME WITH WW/ 35 FOOT CABLE. KIT SHALL BE LIEBERT 

MODEL LT460-Z35S AND SHALL INTERGRAT INTO UNITS INTERNAL CONTROL SYSTEM, 

ALLOWING ALARM SIGNAL TO BE SENT TO THE FMCS. 


EMB 




225.929.9374 



DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

PHASE 1 MECH 

FLOOR PLAN 

SHEET NO 

MA2.01 

JFL 

JFL


D 

1 

2 

3 

12 

23 

28 

22 

RE-CRAH-3 

42"x26" 

5 

22 

15 

42"x26" 

28 

6 

4 

ER-CRAH-39 

5 

6 

16 

22 

6 

42"x26" 

5 

28 

E-CRAH-24 

20 

22 

42"x26" 

7 

6 12 

28 

RE-CRAH-4 

8 

9 

ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





7 

7 

7 

7 

C 

8 

24"ø 

10 

8 

8 TRANSITION AS REQUIRED TRANSITION AS REQUIRED 

30"ø 38"ø 

8 

10 

24"ø 

8 

10 

8 24"ø 

24"ø 8 

OPEN SERVICE 

AREA 

30"ø 38"ø 

8 

10 

205 

1 

PHASE 

B 

A 

DN 

STAIR #2 

209 

1 - HVAC PLAN - 2ND FLOOR 

1/8" = 1'-0" 

10 

10 

8 24"ø 24"ø 8 8 24"ø 24"ø 8 

EF-1 

FREIGHT 

ELEVATOR 

206 

26 EF-2 26 

10 

10 

HALLWAY 

204 

EX. RESTROOM 

EX. ELEVATOR 201 

213 

EX. CLOSET 

202 

UP 

DN 

STAIR #1 

203 

AHU-1 

17 

27 


DATE: 

PROJECT NO: 




12.10.12 

01-08-1070-00 









PROCEEDURE. 




















ROOF 


























REVISIONS: 

NO 

DATE 

DESCRIPTION 

---- ---- ---- 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

PHASE 1 MECH 

FLOOR PLAN 

JFL 

JFL 



EMB 




225.929.9374 



SHEET NO 

MA2.02


D 

1 

2 

3 

4 

5 

6 

7 

19 19 

8 

9 

ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





C 

20 20 

20 

20 

RE-ACC-24 

RE-ACC-4 

RE-ACC-39 

RE-ACC-3 

RE-ACC-5 

RE-ACC-6 

RE-ACC-9 

RE-ACC-10 

20 

20 

1 

ph1-HVAC 

B 

A 

PLAN - ROOF 

1/8" = 1'-0" 

19 

20 

19 

20 

25 

RE-EF-2 

CU-1 

RE-CU-1 

19 

RE-CU-2 

20 

20 













PROCEEDURE. 





















ROOF 


























DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

DESCRIPTION 

---- ---- ---- 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

PHASE 1 MECH 

ROOF PLAN 

12.10.12 

01-08-1070-00 

JFL 

JFL 


EMB 




225.929.9374 



SHEET NO 

MA2.03


16"x14" 

7 

L-1 

5 

12" X 60" 

ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





4 

UH-1 

16"x14" 

LOADING 

SERVICE AREA 

115 

SALLY PORT 

6 

6 

118 

12"x12" 

12"x12" 

SF -420 CFM 

SF -420 CFM 

16"x14" 

1 

PHASE 

1 - HVAC PLAN - 1ST FLOOR (SALLY PORT) 

1/4" = 1'-0" 

ELECTRICAL 

CLOSET 

126 

3 

SC -275 CFM 

SH -800 CFM 

12"x6" 

18"x18" 

1 

11 12 13 

SH -800 CFM 

18"x18" 

EXIST. OFFICE 

1 

106 

1 

EXIST. BRK RM 

107 

1 

E-FC-2 

2 

RC -1600 CFM 

F.R.R. 

108 

32"x20" 

8 

1 TIE NEW DUCT INTO EXISTING 

2 EXISTING FAN COIL UNIT TO REMAIN 

3 CAP EXISTING DUCT, PATCH INSULATION TO MATCH EXISTING 


DATE: 

PROJECT NO: 




12.10.12 

01-08-1070-00 

4 ROUTE DUCT UP, INSTALL DUCT AS HIGH AS POSSIBLE IN SALLY PORT 

REVISIONS: 

2 

E-FC-1 

5 LOUVER AND RETURN AIR TRANSFER DUCT THROUGH WALL 

6 EXHAUST DUCT UP TO ROOF MOUNTED EXHAUST FAN 


---- ---- ---- 

ENTRY HALL 

101 

7 CARBON MONOXIDE AND NITROGEN DIOXIDE DETECTOR TO BE 

INSTALLED 5' AFF. DETECTOR SHALL CONTROL EF-1 AND 2. REFER TO 

SPECIFICATION. 

2 

ph1-HVAC 

8 SECURITY BARS TO BE INSTALLED IN EXISTING LOUVERS, RE ARCH 

FOR DETAIL. 

PLAN - 1ST FLOOR (ENTRY) 

1/4" = 1'-0" 

MECHANICAL PARTIAL PLAN NOTES - PHASE 1 


DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

PHASE 1 PARTIAL 

MECH FLOOR 

PLANS 

Author 

Checker 

EMB 




225.929.9374 



SHEET NO 

MA3.01


MARK 

NOMINAL 

TONS 

AIR HANDLING UNIT SCHEDULE 

SUPPLY FAN EVAPORATOR COIL ELECTRIC HEATER ELECTRIC SERVICE 

AIRFLOW 

COOLING 

MIN NO. OF MIN 

MIN O/A MIN S/A MIN ESP POWER TOTAL SENSIBLE HEATING ROWS CIRCUITS STAGES MIN CAP VOLTS PH FREQ MCA MOCP 

WEIGHT ACCEPTABLE MANUFACTURERS NOTES 

AHU-1 1.5 0 CFM 600 CFM 0.25 in-wg 0.04 hp 18900 Btu/h 12400 Btu/h 1 240 V 1 60 Hz 1 A 20 A 50 lb MITSUBISHI PKA SERIES; DAIKIN KE SERIES 

NOTES: 

1. CAPACITIES SHALL BE IN ACCORDANCE WITH ARI STANDARD 210/240: (A) COOLING: 80ºF DB / 67ºF WB ENTERING INDOOR COIL; 95ºF ENTERING OUTDOOR COIL AT PUBLISHED NOMINAL CFM (B) LOW TEMPERATURE HEATING: 17ºF DB / 15ºF WB ENTERING OUTDOOR COIL; 70ºF ENTERING INDOOR COIL AT PUBLISHED NOMINAL CFM 

2. EXTERNAL STATIC PRESSURE LOSSES DO NOT ACCOUNT FOR DIRTY FILTER 

3. UNIT SHALL HAVE SINGLE POINT ELECTRICAL CONNECTION 

MARK 

TONS 

CAPACITY 

COOLING HEATING 

HEAT PUMP SCHEDULE 

COMPRESSOR CONDENSER FAN ELECTRIC SERVICE 

QTY. TYPE REF. TYPE IEER EER COP HSPF SEER 

RLA 

COMP 1 

RLA 

COMP 2 

RLA 

COMP 3 QTY. POWER FLA EA VOLTS PH FREQ MCA MOCP 


ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





CU-1 1.5 18000 Btu/h 1 TWIN ROTARY R-410A 8.5 14.5 12 A 1 0.05 hp 0.4 A 240 V 1 60 Hz 13 A 20 A 100 lb MITSUBISHI PUY SERIES; DAIKIN KE SERIES 1 

NOTES: 

1. CAPACITIES SHALL BE IN ACCORDANCE WITH ARI STANDARD 210/240: (A) COOLING: 80ºF DB / 67ºF WB ENTERING INDOOR COIL; 95ºF ENTERING OUTDOOR COIL AT PUBLISHED NOMINAL CFM (B) LOW TEMPERATURE 

HEATING: 17ºF DB / 15ºF WB ENTERING OUTDOOR COIL; 70ºF ENTERING INDOOR COIL AT PUBLISHED NOMINAL CFM 

2. 

3. 

MARK 

SERVICE 

FAN FAN MOTOR ELECTRICAL 

MAX. 

TYPE AIR FLOW MIN. ESP SONES RPM DRIVE POWER VOLTS PH FREQ 

FAN SCHEDULE 


EF-1 SALLY PORT DOWNBLAST EXHAUST 2500 CFM 0.25 in-wg 15.7 1438 DIRECT 3/4 Hp 115 V 1 60 Hz 70 lb GREENHECK G SERIES; COOK ACED SERIES 2, 4, 6 

EF-2 SALLY PORT DOWNBLAST EXHAUST 2500 CFM 0.25 in-wg 15.7 1438 DIRECT 3/4 Hp 115 V 1 60 Hz 70 lb GREENHECK G SERIES; COOK ACED SERIES 2, 4, 6 

NOTES: 

1. INTERLOCK FAN CONTROL WITH LIGHT SWITCH 

2. PROVIDE BACKDRAFT DAMPER IN DUCT TO FAN 

3. PROVIDE SOLID STATE SPEED CONTROLLER; CONTROLLER MUST BE ACCESSIBLE FROM FACE OF FAN 

4. FAN SHALL BE INSTALLED IN PHASE 1 

5. FAN SHALL BE INSTALLED IN PHASE 2 

6. FAN SHALL BE MONITORED BY THE FACILITY MANAGMENT CONTROL SYSTEM AND CONTROLED BY THE CO / NO2 MONITOR. 

MARK 

ELECTRIC UNIT HEATER SCHEDULE 

RATED CAPACITY 

TEMP FAN 

ELECTRICAL 

WATTS BTU/H STAGES AIRFLOW RISE POWER MCA VOLTS PH FREQ WEIGHT ACCEPTABLE MANUFACTURERS NOTES 

UH-1 15000 51200 1 830 CFM 57 °F 0.067 hp 43.0 A 208 V 3 60 Hz 85 lb MODINE HER SERIES; REZNOR EGHB SERIES; MARKEL UH SERIES 

NOTES: 

1 

2 

3 

MARK SERVICE DESCRIPTION 

INLET AND OUTLET SCHEDULE 

CFM RANGE 

NECK 

MIN. MAX. FACE SIZE TYPE SIZE 

CONSTRUCTION 

MATERIAL ACCEPTABLE MANUFACTURERS NOTES 

SUPPLY DOUBLE DEFLECTION SIDEWALL GRILLE 350 CFM 710 CFM 24 X 8 RECT 24 X 8 ALUMINUM PRICE 620 SERIES; NAILOR 51DV SERIES 

RC RETURN MEDIUM SECURITY LOUVER SIDEWALL GRILLE 0 CFM 2500 CFM 30 X 30 RECT 30 X 30 STEEL PRICE MSBL SERIES; NAILOR SG-BM SERIES 

RD RETURN 45º DEFLECTION FILTERED SIDEWALL GRILLE 750 CFM 1200 CFM 20 X 18 RECT 20 X 18 ALUMINUM PRICE 630FF SERIES; NAILOR 5145H SERIES 

SC SUPPLY DOUBLE DEFLECTION SIDEWALL GRILLE 115 CFM 275 CFM 12 X 6 RECT 12 X 6 ALUMINUM PRICE 620 SERIES; NAILOR 51DV SERIES 

SF SUPPLY DOUBLE DEFLECTION SIDEWALL GRILLE 270 CFM 540 CFM 18 X 8 RECT 18 X 8 ALUMINUM PRICE 620 SERIES; NAILOR 51DV SERIES 

SH SUPPLY DOUBLE DEFLECTION SIDEWALL GRILLE 400 CFM 800 CFM 18 X 12 RECT 18 X 12 ALUMINUM PRICE 620 SERIES; NAILOR 51DV SERIES 

NOTES: 

1. CONTRACTOR SHALL COORDINATE LOCATION OF DIFFUSER WITH ARCHITECTURAL REFLECTIVE CEILING PLAN TO AVOID ANY CONFLICTS WITH LIGHTS, AUDIO EQUIPMENT, AND OTHER CEILING APPURTENANCE 

2. 

3. 

Mark SERVICE NECK SIZE AIRFLOW FREE AREA 

FREE AREA 

VELOCITY (FPM) 

LOUVER SCHEDULE 

CONSTRUCTION 

MATERIAL ACCEPTABLE MANUFACTURERS NOTES 

L-1 SALLY PORT TRANSFER 12 X 60 840 CFM 2.24 SF 375 ALUMINUM GREENHECK ESD-603; UNITED ENERTECH FL-D-6.1; RUSKIN ELF6375DX 

EXISTING CRAH UNIT SERVICE SCHEDULE 

ITEM No. DESCRIPTION QUANITY PER UNIT 

1. R-22 REFIGERANT 90 LBS. 

2. SUPPLY FAN BEARINGS 2 

3. LOW PRESSURE SWITCH 1 

4 HUMIDIFIER CONTACTOR 1 

5 RE-HEAT CONTACTORS 3 

6 HUMIDIFIER BULBS 3 

7 SUPPLY FAN SHAFT 1 

8 COMPRESSOR CONTACTORS 2 

9 3PHASE CONDENSER MOTOR 1 

10 CONDENSER TRANSFORMER 1 

11 TEMPRETURE AND HUMIDITY CONTROL BOARD 1 

12 1 PHASE CONDENSER MOTOR 1 

13 LABOR FOR ASSESSMENT OF CONDITION OF UNIT 

14 LABOR FOR THE INSTALLATION OF ALL ABOVE MENTIONED PARTS 





DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

REVISIONS: 


---- ---- ---- 

DRAWN BY: 

CHECKED BY: 

JFL 

JFL 

SHEET TITLE 

PHASE 1 MECH 

SCHEDULES 


EMB 




225.929.9374 



SHEET NO 

MA4.01


FAN GUARD 

CONDENSING UNIT 

ROOF MOUNTED SUPPORT CURB; 

RE: ROOF SLEEPER CURB DETAIL; 

SEE GENERAL NOTE 1 BELOW. 


SIGHT GLASS WITH 

MOISTURE INDICATOR 

FILTER-DRYER 

REFRIGERANT GAUGE 

CONNECTION 

BACK-SEATED REFRIGERANT 

VALVE 

REFRIGERANT SUCTION LINE 

WITH INSULATION; SEE 

GENERAL NOTE 2 BELOW. 

REFRIGERANT LIQUID LINE; SEE 


CONDUIT - POWER AND 

CONTROL 

ROOF CURB AND CAP 

1. CONDENSING UNIT SHALL BE MOUNTED ON ROOF MOUNTED SUPPORT CURBS (SLEEPERS). CONDENSING 

UNITS SHALL BE LOCATED WITH A MINIMUM OF 3'-0" CLEARANCE BETWEEN UNITS AND A MINIMUM OF 10'-0" 

FROM ANY ROOF EDGE. 

2. ALL REFRIGERANT LINES SHALL BE SIZED IN STRICT ACCORDANCE WITH MANUFACTURER'S 

RECOMMENDATIONS. REFRIGERANT LIINES SHALL BE ROUTED DOWN THROUGH ROOF AND EXPOSED 

THROUGH ATTIC OR CEILING SPACE TO RESPECTIVE AIR HANDLING UNIT. SEAL ROOF PENETRATION WATER 

TIGHT. 

3/8" ROD, WITH (2) U-BOLTS 

AIR TIGHT NYLON END BUSHING 

EXTERNAL DUCT INSULATION 

ROUND DUCT DIAMETER SAME 

SIZE AS DIFFUSER INLET NECK 

DIAMETER UNLESS SHOWN 

OTHERWISE ON PLANS 

MAIN DUCT 

EXTERNAL DUCT INSULATION 


1" 

D 

AS REQUIRED 1" 

S/A DUCT 

1. AIR EXTRACTOR AND MANUAL VOLUME DAMPER 

SHALL BE FURNISHED AND INSTALLED ON ALL 

ROUND S/A DUCT TAKEOFFS. 

AIR TIGHT NYLON BUSHING 

2" BUILD OUT 

MANUAL VOLUME DAMPER WITH 

LOCKING TYPE INDICATING REGULATOR 

45º LEAD IN 

NEOPRENE GASKET 

FLEXIBLE CONNECTION ON E/A DISCHARGE. 

TRANSITION E/A DUCT AS NECESSARY FROM E/A 

OUTLET ON EXHAUST FAN TO MAIN E/A DUCT. FURNISH 

AND INSTALL FACTORY PROVIDED BACKDRAFT 

DAMPER ON DISCHARGE OF EXHAUST FAN. 


E/A DUCT 

1. CEILING CABINET FAN SHALL BE FACTORY PROVIDED WITH AN 

INSULATED FAN HOUSING. 

2. PROVIDE SUPPORT ON EXHAUST DUCT AS PER SMACNA 

STANDARDS AND WITH A MINIMUM OF (2) SUPPORTS ON DUCTS OVER 

6'-0" IN LENGTH AND (1) SUPPORT ON DUCTS UNDER 6'-0" IN LENGTH. 

3. REFER TO MECHANICAL FLOOR PLANS FOR EXHAUST AIR 

DISCHARGE TERMINATION TYPE (THROUGH EXTERIOR WALL OR 

ROOF). 

1/4" ALL THREADED HANGER RODS 

WITH ANCHORS TO TIE INTO 

STRUCTURE ABOVE 

FACTORY PROVIDED HANGING 

VIBRATION ISOLATORS AT EACH 

HANGING ROD CONNECTION 

CEILING CABINET FAN 

CEILING 

EXHAUST GRILLE BY 

FAN MANUFACTURER 

ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





1 

DETAIL 

- AIR COOLED DX CONDENSING UNIT (B) 

2 

DETAIL - AIR EXTRACTOR & MANUAL VOLUME DAMPER 

3 

DETAIL - CEILING CABINET EXHAUST FAN 

NOT TO SCALE 

NOT TO SCALE 

NOT TO SCALE 

FIRE RATED WALL 

FIRE RATED ROPE 

FILLER 

THREADED CLEAN OUT CAP; 


STEEL SLEEVE 

SNAP LOCK 

OPEN VENT 

HANGER SIZES FOR RECTANGULAR DUCT 

FIRE DAMPER 

BUTT HINGE 

4 

DETAIL 

7 

DETAIL 

PIPE COUPLING (TYPICAL) 

TO DRAIN; SEE GENERAL 

NOTE 2 BELOW 

1" DEEPER THAN FAN 

TOTAL STATIC PRESSURE 


1. INSTALL A CLEANOUT AT EVERY CHANGE IN DIRECTION GREATER 

THAN 45º AND AT A MAXIMUM OF 25º INTERVALS. 

2. PITCH CONDENSATE DRAIN DOWN TOWARD DRAIN AT A MINIMUM OF 

1/8" PER FOOT. 

AIR HANDLING UNIT 

DRAIN LINE SHALL BE AT LEAST THE 

SAME SIZE AS THE OUTLET ON AIR 

HANDLING UNIT 

CONDENSATE DRAIN TRAP 

MAX. 

SIZE 

30" 

36" 

48" 

60" 

84" 

1"x18" GAGE STRAP NONE REQUIRED 10"-0" 

NOT TO SCALE 

NOT TO SCALE 

NOT TO SCALE 

MOTOR WITH ADJUSTABLE 

SHEAVE DRIVE PULLEY 

ALUMINUM HOUSING 

FAN WHEEL 

TREATED WOOD NAILER 

ANCHOR WITH CADMIUM 

CONCRETE DECK 

TOP/BOTTOM FLANGE 

PLATED SCREWS AND 

OF BAR JOIST 

NEOPRENE "O" RING 

GASKET 6" ON CENTER 

BIRDSCREEN 

CONCRETE WEDGE 

INSULATED PREFAB 

ANCHOR WITH HEX HEAD 

ROOF CURB 

CONCRETE LAG SHIELD 

NUT AND WASHER WITH 

ANCHOR OR CONCRETE 

HANGER STRAP 

BASE FLASHING 

EXPANSION ANCHOR 

UNIVERSAL C-CLAMP 

WITH ALL THREAD ROD 

WITH SET SCREW 

AND JAM NUT 

ALL THREAD 

HANGER ROD 

CONCRETE DECK ANCHORS 

BAR JOIST ANCHORS 

BUILT-UP FLAT ROOF AND 

BUILT-UP FLAT ROOF AND 

DECK; RE: ARCHITECTURAL 

DECK; RE: ARCHITECTURAL 

STEEL BEAM 

FOR EXACT CONSTRUCTION 


STEEL BEAM 

TREATED WOOD NAILER (BASE) 

DUCT COLLAR 

WOOD TRUSS/JOIST 

ADJUSTABLE 

SIDE BEAM 

1/4"X1-1/4" HEX HEAD LAG 

RETAINING CLIP 

CLAMP 

BOLT TO BE SECURED TO TOP 

CHORD OF TRUSS/JOIST 

C-CLAMP WITH 

HEX HEAD 

STEEL SIDE BEAM BRACKET 

SET SCREW 

UNIVERSAL C- 

NUT WITH 

AND LOCK NUT 

CLAMP WITH 

WASHER 

HEX HEAD NUT 

SET SCREW 

AND JAM NUT 

ALL THREAD 

ALL THREAD 

ALL THREAD 

HANGER ROD 


HANGER ROD 

HANGER ROD 

1. ALL EXHAUST AIR OUTLETS AND AIR INTAKES SHALL BE LOCATED A MINIMUM OF 15'-0" APART, UNLESS 

OTHERWISE NOTED ON PLANS. 

I-BEAM ANCHORS 

WOOD ANCHORS 

- DUCT/PIPE HANGER ANCHORS - DOWNBLAST ROOFTOP EXHAUST FAN (A) 

HANGER 

1/4" ROUND ROD 




EXTERNAL INSULATION; 

SEE SPECIFICATIONS. 

DUCTWORK 

- CONDENSATE DRAIN TRAP 

8 

DETAIL 

NOT TO SCALE 

NOT TO SCALE 

5 

DETAIL 

- DUCT SUPPORT HANGERS 

HORIZONTAL 

SUPPORT ANGLE 

1.5"x1.5"x1/8" 

2"x2"x1/8" 

2"x2"x1/8" 

2"x2"x1/8" 

1" 

MAX. 

SPACING 

8"-0" 

8"-0" 

8"-0" 

8"-0" 

E/A DUCT 

HANGER STRAPS; STRAPS SHALL 

BE TIGHT TO DUCT AND SECURED 

TO STRUCTURE ABOVE 

DUCTWORK 

SECURE STRAPS WITH SELF- 

TAPPING CADMIUM PLATED HEX 

HEAD SHEET METAL SCREW; 

NO POP RIVETS ALLOWED 

12" 

MIN. 

6 

DETAIL 

DUCT 

DUCT SEALANT 

MOUNTING ANGLE FRAME 

TO BOLT TO STEEL SLEEVE 


MAX. 18" 

1. DUCT ACCESS DOOR SHALL BE SQUARE AND SHALL BE 2" SMALLER 

THAN THE WIDTH OR HEIGHT OF DUCT DEPENDING ON INSTALLATION 

LOCATION, WITH A MINIMUM SIZE OF 6"X6" AND A MAXIMUM SIZE OF 

24"X24". DUCT ACCESS DOOR SHALL BE MAXIMUM SIZE POSSIBLE 

WITHIN THE ABOVE MENTIONED CONSTRAINTS. 

2. FIRE DAMPER THROUGH A WALL INSTALLTION SHALL ALSO APPLY 

FOR A FIRE DAMPER LOCATED IN THE FLOOR. 

INSULATED DUCT ACCESS 

PANEL WITH GASKET TO 

ALLOW FOR DAMPER RESET; 

SEE GENERAL NOTE 1 BELOW 

- FIRE DAMPER 


EMB 




225.929.9374 




DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

---- ---- ---- 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

SHEET NO 



DESCRIPTION 

PHASE 1 MECH 

DETAILS 

MA5.01 


12.10.12 

01-08-1070-00 

JFL 

JFL


ALL THREAD HANGER 

ROD 

ADJUSTABLE WROUGHT 

CLEVIS HANGER 

HEX HEAD NUT 

CHILLED WATER/HEATING HOT 

WATER PIPING WITH INSULATION 

16 GA. GALVANIZED SHEETMETAL 

PIPE INSULATION PROTECTION 

SADDLE, MIN. 12" LONG 

SINGLE PIPE 

ALL THREAD HANGER ROD 

4"X4"X3/8" STEEL ANGLE 

MIN. 36" 

MULTIPLE PIPE 

HEX HEAD NUT 

16 GA. GALVANIZED SHEETMETAL 

PIPE INSULATION PROTECTION 

SADDLE, MIN. 12" LONG 

REFERGERATION PIPING 

WITH INSULATION 

SMOKE DETECTOR; SEE 


S/A DUCT 

FLEXIBLE CONNECTION ON S/A DISCHARGE. 

TRANSITION S/A DUCT AS NECESSARY FROM 

S/A OUTLET ON AHU TO MAIN S/A DUCT. 

EMERGENCY DRAIN PAN WITH FLOAT 

SWITCH; SEE GENERAL NOTE 2 BELOW. 

FILTER RACK/SECTION 

COOLING COIL SECTION 

FAN SECTION 

ELECTRIC HEATER SECTION 

S 

F 

FURNISH & INSTALL (4) 3/8" ALL 

THREAD RODS WITH ANCHORS TO 

TIE INTO STRUCTURE ABOVE 

O/A DUCT 

M 

R/A DUCT 

FIRESTAT SET AT 125ºF 

MANUAL VOLUME DAMPER 

MOTORIZED VOLUME DAMPER 

MANUAL VOLUME DAMPER 

FLEXIBLE CONNECTION ON R/A INTAKE. 

TRANSITION R/A DUCT AS NECESSARY 

FROM R/A INLET ON AHU TO MAIN R/A DUCT. 

ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





1 

DETAIL 

4 

DETAIL 

7 

DETAIL 

HANGER ROD SCHEDULE 

PIPE SIZE 

3/4" - 2" 

2-1/2" - 3" 

ROD DIA. 

3/8" 

1/2" 

4" - 5" 5/8" 

6" - ABOVE 3/4" 

NOTES: 

1. SINGLE PIPE RUNS TO BE SUPPORTED ON 10'-0" 

CENTERS AND AT ALL TURNS. 

2. MULTIPLE PIPE RUNS TO BE SUPPORTED ON 4'-0" 

CENTERS AND AT ALL TURNS. 

2-1/2"X2-1/2"X1/4" STEEL SUPPORT ANGLE 

RUBBER IN SHEAR VIBRATION ISOLATOR 

PLATFORM FRAMING WITH 3/4" PLYWOOD; 

ANCHOR PLATFORM TO SUPPORT ANGLES 


REFRIGERANT LINES; SEE 

GENERAL NOTES 3 & 5 BELOW. 

CONDENSATE DRAIN LINE; SEE 

GENERAL NOTES 4 & 5 BELOW. 

CEILING 

1. ALL UNITS 2000 CFM AND ABOVE SHALL BE FURNISHED AND INSTALLED WITH SMOKE DETECTOR AND AUDIO/VISUAL ALARM LOCATED 

IN VISIBLE AREA ON NEARBY WALL. 

2. EMERGENCY DRAIN PAN SHALL BE OF ALL WELDED CONSTRUCTION, 4" HIGH, AND EXTEND A MINIMUM OF 6" ALL AROUND AHU. 

3. ALL REFRIGERANT LINES SHALL BE SIZED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. REFRIGERANT 

LIINES SHALL BE ROUTED EXPOSED THROUGH ATTIC OR CEILING SPACE AND DOWN EXTERIOR WALL TO RESPECTIVE CONDENSING 

UNIT. TURN REFRIGERANT LINES OUT OF EXTERIOR WALL 0'-6" ABOVE GRADE AND SEAL WALL PENETRATION WATER TIGHT. 

4. CONDENSATE DRAIN LINE SHALL BE INSTALLED WITH "P-TRAP" AND SHALL BE INSULATED. CONDENSATE DRAIN LINE SHALL BE 

ROUTED WITH DISCHARGE TO NEAREST HUB DRAIN AND MUST MAINTAIN MINIMUM 2" AIR GAP BETWEEN DRAIN TERMINATION AND HUB 

DRAIN RIM. COORDINATE NEAREST HUB DRAIN LOCATION WITH PLUMBING PLAN. 

5. ALL REFRIGERANT AND CONDENSATE DRAIN LINES SHALL BE ROUTED IN SUCH A MANNER AS TO NOT BLOCK OR OBSTRUCT ANY 

ACCESS (FILTER, COOLING COIL, FAN, ECT.) TO AIR HANDLING UNIT. 

HANGERS - PIPE SUPPORT 

NOT TO SCALE 

2 

DETAIL - HORIZONTAL DX AIR HANDLING UNIT (B) 

NOT TO SCALE 

- FLEX CONNECTION (B) - TURNING VANES 

- COMPUTER ROOM AIR HANDLING UNIT AND CONDENSER 

SHEETMETAL DUCT COLLAR 

EXTERIOR FLANGE; CAULK AND 

FULL SIZE OF LOUVER 

5/8" EXPANSION BOLT 

HANGERS STRAPS 

WIRE HANGER TO 

SEAL ALL AROUND WATER TIGHT 

4"X6" TREATED WOOD SLEEPERS ANCHORED 

STRUCTURE STAINLESS STEEL 

TRANSITION AS REQUIRED 

WITH 5/8" EXPANSION BOLTS DOWN INTO ROOF 

FROM LOUVER/DUCT 

INSULATION. EXPANSION BOLTS SHALL BE ON 18" 

RIGID ROUND 

SECURELY FASTEN AND SEAL 

COLLAR TO O/A OR E/A MAIN 

CENTERS WITH A MINIMUM OF (2) PER SUPPORT. 

DUCT 

CONNECTION BETWEEN FLEX 

DUCT 

EXTRACTOR & 

DUCT AND RIGID ROUND DUCT; 

FASTENERS ON 24" CENTERS 

MANUAL VOLUME 


HIGH PERFORMANCE 

DAMPER; SEE DETAIL. 

UL 181 LABELED INSULATED FLEX 

DRAINABLE BLADE STATIONARY 

ANCHOR STRAPS TO DUCT 

DUCT; SEE SPECS. NO SAGS OR 

LOUVER; SEE GENERAL NOTES 

O/A OR E/A DUCT 

FASTENERS ON 8" CENTERS 

AND JOISTS; SEE GENERAL 

SHARP 90° TURNS ALLOWED. LIMIT 

1, 2, & 3 BELOW. 

NOTE 3 BELOW. 

RUN TO MAXIMUM 6'-0" IN LENGTH. 

FIBER CANT STRIP SET 

BASE FLASHING 

SECURELY FASTEN AND SEAL 

IN BITUMEN 

CONNECTION BETWEEN FLEX 

BIRD SCREEN 

1" EXTERNAL DUCT 

DUCT AND S/A DIFFUSER; SEE 

ROOF DECK; RE: ARCHITECTURAL 

INSULATION 

PERIMETER MOUNTING 


FOR EXACT ROOF CONSTRUCTION 

FLANGE; CAULK AND SEAL 

12" WIDE 24 GA. SHIELD 

ALL AROUND WATER 

EXTERIOR WALL; RE ARCHITECTURAL 

TIGHT 

2" X 24" GA STRAP 


6 

ROUND TO RECTANGULAR 

DETAIL - ROOF SLEEPER CURB 

CEILING 

S/A DIFFUSER 

OR SQUARE ADAPTER 

ANCHOR WITH CADMIUM 

NOT TO SCALE 

PLATED SCREWS AND 

NEOPRENE "O" RING 


GASKET 6" ON CENTER 


1. PROVIDE SUPPORT ON ALL BRANCH DUCT RUNOUTS AS PER SMACNA STANDARDS AND WITH A 

MINIMUM OF (2) SUPPORTS ON BRANCH DUCTS OVER 6'-0" IN LENGTH AND (1) SUPPORT ON 

1. LOUVER SHALL BE HIGH PERFORMANCE WITH STATIONARY, DRAINABLE BLADES, 4" DEEP FRAME, AND SHALL 

BRANCH DUCTS UNDER 6'-0" IN LENGTH. 

BE CONSTRUCTED OF EXTRUDED ALUMINUM. LOUVER SHALL BE FURNISHED AND INSTALLED WITH A 

2. CONNECTION TO BE MADE WITH PRESSURE SENSITIVE TAPE, AS PER SECTION 603.9 OF IMC, AS 

FRAMED, REMOVABLE BIRD SCREEN MOUNTED ON REAR OF LOUVER. REFER TO PLANS FOR LOUVER SIZE(S). 

WELL AS A STAINLESS STEEL SCREW DRIVER OPERATED BAND. ALL FLEX DUCT CONNECTIONS 

COORDINATE EXACT MOUNTING HEIGHT OF LOUVER WITH ARCHITECT, UNLESS OTHERWISE NOTED ON PLANS. 

SHALL ADHERE TO SECTION 603.9 OF 2009 IMC AND MANUFACTURES INSTALLATION 

2. REFER TO MANUFACTURER'S INSTALLATION GUIDE AND RECOMMENDATIONS FOR EXACT MOUNTING 

INSTRUCTIONS. 

REQUIREMENTS OF LOUVER IN EXTERIOR WALL. 

3. ANCHOR STRAPS TO DUCT AND JOISTS USING #10 X 3/4" SELF TAPPING CADMIUM PLATED SHEET 

3. ALL EXHAUST AIR OUTLETS AND AIR INTAKES SHALL BE LOCATED A MINIMUM OF 15'-0" APART, UNLESS 

SEE CONDENSING UNIT ON 

METAL SCREWS. ALL STRAPS TO BE TIGHT AGAINST DUCT AND SUPPORT MEMBERS. NO POP 

OTHERWISE NOTED ON PLANS. 

ROOF MOUNTING DETAIL 

RIVETS TO BE ALLOWED. 

EXSITING AIR COOLED 

CONDENSER TO BE RELOCATED 

5 

NEW SERVICE VALVES 

DETAIL - O/A INTAKE - E/A DISCHARGE LOUVER 

NOT TO SCALE 

NOT TO SCALE 

NEW SIGHT GLASS TYP. ON ALL LIQUID LINES 

NEW FILTER DRYER TYP. ON ALL LIQUID LINES 

EXSSITNG AIR COOLED 

CONDENSING 

SEE PIPE PENETRATION 

UNIT 

DETAIL 

RS 

RL 

NEW ROOF 

1" FLANGE & HEM 

1"X1/8" BAND IRON 

ROOF 

CURB,SEE DETAIL 

ALTERNATE BOLT & 

CANVAS OR OTHER 

TURNING 

TURNING 

WASHER POSITION 

APPROVED FLEXIBLE 

VANES (TYP.) 

VANES (TYP.) 

MATERIAL 

SQUARE SQUARE 

SUPPLY 

AIR HANDLING 

AIR 

UNIT 

1 1/2" POCKET 

90° ELBOW 45° ELBOW 

SLIP 

DUCT 

S 

NEW REFRIGERANT PIPING 

NEW SMOKE DETECTOR 

NEW FLEX CONNECTION 

1" 

1 1/2" MIN. 

SHEET METAL SAME 

EXISTING COMPUTER ROOM AIR 

FLANGED CONNECTION 

3" MAX. 

AS SPECIFIED FOR 

HANDLING (CRAH) UNIT 

ON AIR HANDLING UNIT 

DUCTWORK 

OR FAN 

1" 

BOLT AND WASHER 

ON 4" CENTERS 

NEW RETURN AIR 

SHEET METAL SAME 

AS SPECIFIED FOR 

3/4" COND. DR. 

NEW EMERGENCY DRAIN PAN 

DUCTWORK 


NEW CONDENSATE PIPE 

WITH LEAK DETECTION 

1. FLEX CONNECTION SHALL BE FURNISHED 

AND INSTALLED ON ALL INLETS AND 

TO GRADE 

CONDENSATE PUMP 

FLOOR 

OUTLETS OF AIR HANDLING UNITS. 

1" 1" 

INTERGRAL TO UNIT 

1" RADIUS 

2" RADIUS 

FAN MOTOR 

PROP FAN WITH 

FAN GUARD 

THERMOSTAT 

6" MIN 

T 

ELECTRIC 

UNIT HEATER 

AIR FLOW 

EMB 


1/2" ALL THREAD RODS TO BE 

SECURED TO STRUCTURE 

WITH 1-1/4"X1-1/4"X1/4" 

ANGLE IRON 

ADJUSTABLE 

LOUVER BLADES 

ALUMINUM CAP/FLASHING OVER BASE 

FLASHING AND WOOD SLEEPERS 

- TYPICAL DIFFUSER CONNECTION 

3 

DETAIL - UNIT HEATER 


NOT TO SCALE 

8 

DETAIL 

NOT TO SCALE 

9 

DETAIL 

1/8" = 1'-0" 



225.929.9374 




DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

---- ---- ---- 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

SHEET NO 



DESCRIPTION 

PHASE 1 MECH 

DETAILS 

MA5.02 


12.10.12 

01-08-1070-00 

JFL 

JFL


D 

1 

2 

3 

4 

5 

6 

7 

8 

9 

ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





EXISTING 

ELECTRIC 

109 

C 

AMON STORAGE 

111 

OPSD DATA CENTER 

120 

OPEN AREA 

117 

TIE NEW 3/4" WATER LINE 

INTO EXSTING, WATER LINE 

ELECTRICAL CLOSET 

110 

EXIST. OFFICE 

106 EXIST. BRK RM 

107 

F.R.R. 

108 

B 

A 

STORAGE 

119 

STAIR #2 

118 

AA 

AB 

3/4"ø 

HB 

3/4"ø 3/4"ø 

SALLY PORT 

116 

CW UP 

FD 

4"ø 

3/4"ø 

VEST. 

114 

2"ø 

SP-A 

3"ø 

FREIGHT 

ELEVATOR 

113 

LOADING 

SERVICE AREA 

115 

4"ø 

3"ø 

3"ø 

4"ø 

3/4"ø 

HB 

ELEVATOR 

MACHINE 

ROOM 

112 

FD 

1 

PA2.01 

ENTRY HALL 

101 

EXIST. ELEV. 

105 

STAIR #1 

104 

3/4"ø 

EXIST. RR 

102 

EXIST. ELEV. 

RM 

103 





2"ø 

11 12 SEP-1 

13 

3"ø 

4"ø 

DATE: 

PROJECT NO: 

REVISIONS: 

12.10.12 

01-08-1070-00 

1 

PLUMBING 

1/8" = 1'-0" 


---- ---- ---- 

FLOOR PLAN-PH1 


DRAWN BY: 

CHECKED BY: 

JFL 

JFL 

SHEET TITLE 

PHASE 1 PLUMB 

FLOOR PLAN 

EMB 




225.929.9374 



SHEET NO 

PA1.01


ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





FREIGHT 

ELEVATOR 

113 

ELEVATOR 

MACHINE 

ROOM 

112 

SALLY PORT 

116 

FD 

4"ø 

2 

VEST. 

114 

SP-1 

1 

LOADING 

SERVICE AREA 

115 

4"ø 

2"ø 

CATCH BASIN 

2"ø 4"ø 

4"ø 

3"ø 

SEP-1 

11 12 13 

3"ø 

3"ø 

3 4 

EPA SAMPLING 

PORT 

SP-2 1 

HB 

3/4"ø 

1 

ENLARGED 

PLUMBING FLOOR PLAN-PH1 (A) 

1/4" = 1'-0" 

HB 

4"ø 

3"ø 3"ø 

3"ø 

4"ø VENT UP THRU ROOF 

3"ø 

3"ø 

3"ø 

EPA SAMPLING 

PORT 

TWO WAY 

CLEANOUT 

RE: CIVIL SITE PLAN 

FOR CONTINUATION 

FD 





DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

REVISIONS: 

1 SUMP PUMP (SP-A) TO BE INSTALLED IN BOTTOM OF SUMP. COORDINATE EXACT 

LOCATION OF SUMP WITH ARCHITECT. 


---- ---- ---- 

2 4"ø DRAIN LINES FROM SALLY PORT 116 AND LOADING SERVICE AREA 115 TO BE GRAVITY 

DRAINED INTO SUMP. 

3 2"ø DISCHARGE LINE FROM SUMP PUMP (SP-1) TO BE PIPED AND DRAINED TO CATCH BASIN 

WITH 90º TURN DOWN 

4 4"ø DRAIN LINE FROM CATCH BASIN TO BE GRAVITY DRAINED INTO OIL WATER SEPARATOR. 

DRAWN BY: 

CHECKED BY: 

Author 

Checker 

PLUMBING PLAN NOTES - PHASE 1 

SHEET TITLE 

PHASE 1 PARTIAL 

PLUMBING PLANS 


EMB 




225.929.9374 



SHEET NO 

PA2.01


4"ø VENT 

THRU ROOF 

4"ø 

FD 

ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





4"ø 

4"ø 

3"ø 

3"ø 3"ø 3"ø 

3"ø 

3"ø 

3"ø 

SP-A 

SUMP PUMP (SP-1) 

IN BOTTOM OF 

SUMP BASIN 

4"ø 

4"ø 

2"ø 

CATCH BASIN 

3"ø 

3"ø 

EPA SAMPLING STATION 

3"ø 

3"ø 

3"ø 

SEP-1 

4"ø 4"ø 

3"ø 

EPA SAMPLING STATION 

TWO WAY CLEANOUT 

FD 

2"ø 

1 

PHASE 





1 SANITARY SEWER PLUMBING RISER (A) 


DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

REVISIONS: 


---- ---- ---- 

DRAWN BY: 

CHECKED BY: 

JFL 

JFL 

SHEET TITLE 

PHASE 1 

PLUMBING RISERS 

EMB 




225.929.9374 



SHEET NO 

PA3.01


OFFSET PIPING AS REQ'D 

TO MAINTAIN REQ'D COVER 

CAST IRON VALVE 

BOX WITH COVER 

GATE VALVE 

CAST IRON COVER 

LABELED/STAMPED "WATER" 

16" X 16" X 4" CONCRETE PAD 

WITH CHAMFERED EDGES 

18" MAX. 

6" PIPE (CAST IRON) 

MARK FIXTURE DESCRIPTION ACCEPTABLE MANUFACTURERS 

PLUMBING FIXTURE SCHEDULE 

CARRIER FAUCET FLUSHVALVE MICELLANEOUS ITEMS 

TRIM 

CW 

DIA. 

CONNECTION SIZE 

HW VENT 

DIA. DIA. 

CO SANITARY FLOOR CLEANOUT ZURN ZN-1400; WADE W-6000; SMITH 4000 SERIES 1 

FD 6 X 6 FLOOR DRAIN WITH ADJUSTABLE NICKEL BRONZE STRAINER JAY R. SMITH 2005; WADE 1100G; ZURN Z415S 2 

HB WALL HYDRANT WITH METAL WHEEL HANDLE WOODFORD MODEL 24; ACORN 8121; JAY R SMITH 5670-H 3/4" 

NOTES: 

1. CLEANOUT SHALL BE SAME SIZE AS SANITARY SEWER PIPE 

2. FLOOR DRAIN TO BE INSTALLED WITH 1/2" TRAP PRIMER; SEE PLANS FOR SANITARY SEWER AND VENT CONNECTION SIZES 

SAN 

DIA. 

NOTES 

ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





1 

DETAIL 

NOT TO SCALE 

MARK 

SEP-1 

SERVICE 

SALLY PORT 116 / LOADING 

SERVICE AREA 115 

MIN 

CAP 

MIN 

FLOW 

OIL SEPERATOR SCHEDULE 

INLET 

DIA CONSTRUCTION ACCEPTABLE MANUFACTURERS NOTES 

75 gal 100 GPM 4" FABRICATED STEEL WITH 

NON-SKID GASKETED COVER 

JAY R SMITH 8599-75-100; ROCKFORD OST-5636-100; 

WADE 5500-75; ZURN Z1188-ST 

1 

FINISHED FLOOR 

OPEN HUB 

NOTES: 

1. OIL WATER SEPARATOR TO INCLUDE INTEGRAL STORAGE TANK. 

SEAL ALL JOINTS (TYP.); 

SEE SPECIFICATIONS 

MARK 

SERVICE 

SUMP PUMP SCHEDULE 

PUMP 

ELECTRICAL 

FLOW DP POWER RPM VOLTS PH FREQ 

ACCEPTABLE MANUFACTURERS 

SP-1 SALLY PORT 20 GPM 16 ftH2O 0.33 hp 1550 115 V 1 60 Hz HYDROMATIC HTS33 SERIES; LIBERTY 230 SERIES 

SP-2 SALLY PORT 20 GPM 16 ftH2O 0.33 hp 1550 115 V 1 60 Hz HYDROMATIC HTS33 SERIES; LIBERTY 230 SERIES 

NOTES 

THREADED HOSE CONNECTION SUMP 

PUMP DISCHARGE IN ADJACENT 

ROOM. COORDINATE TERMINATION 

LOCATION WITH ARCHITECT. 

FILL 

DEEP SEAL "P" TRAP 

SUPPORT AT THIS POINT 

GATE VALVE 

1-1/4" MINIMUM 

CAST IRON SEWER 

BOX W/ LID 

FINISHED GRADE 

IRON BODY FERRULE 

WITH BRASS SCREW 

PLUG 

24" SQUARE 

CONCRETE PAD WITH 

CHAMFER CORNERS 

2 

DETAIL 

- HUB DRAIN 

NOT TO SCALE 

ELEVATOR SHAFT WALL 

CHECK VALVE 

HIGH WATER ALARM TO BE AUDIO 

AND TO BE TIED INTO EMS 

6" 

3 

DETAIL 

4 

DETAIL 

- DOMESTIC WATER SHUTOFF 

1/8" = 1'-0" 

CAST IRON SEWER 

BOX W/ LID 

FINISHED GRADE 

DIRT FILL 




- EXTERIOR CLEANOUT 

NOT TO SCALE 

1. ALL CLEANOUTS SHALL BE INSTALLED WITH THE 

FOLLOWING MINIMUM CLEARANCES: 12" MIN. ON 

CLEANOUTS SMALLER THAN 3" AND 18" MIN. ON 

CLEANOUTS 3" AND LARGER. 

FINISHED FLOOR 

ADJUSTABLE CLAMPING COLLAR 

CLAMP TO 24" X 24" - 4# LEAD SHIELD 

AND WATERPROOFING MEMBRANE 

FILL 

DEEP SEAL "P" TRAP 

- FLOOR DRAIN 

NOT TO SCALE 


IRON BODY FERRULE 

WITH BRASS SCREW PLUG 

24" SQUARE 

CONCRETE PAD 

SANITARY SEWER 

PIPE; SEE 

SPECIFICATIONS 

STRAINER 

6" THK. 



1. ALL FLOOR DRAINS SHALL BE INSTALLED WITH A 

1/2" TRAP PRIMER. 

SUPPORT AT THIS POINT 

5 

DETAIL 

6 

DETAIL 

HIGH WATER LEVEL 

ALARM SENSOR 

NOT TO SCALE 

VENT MIN.1/2 SIZE 

OF OUTLET SIZE 

MINIMUM 24" ROUND CAST 

EPA SAMPLING STATION; SEE 

IRON RING AND COVER AT 


OR ABOVE GRADE 

EPA SAMPLING 

2-WAY CLEANOUT 

STATION 

2" 

BAFFLE 

MIN. 4"ø PIPE 

1'-6" 

6" 

6" 


1. THE EPA SAMPLING STATION LOCATED ON THE DISCHARGE LINE SHALL 

BE LOCATED AS CLOSE TO THE OIL & WATER SEPARATOR AS POSSIBLE 

AND UPSTREAM OF ANY SANITARY SEWER TAPS DOWNSTREAM. THIS IS 

TO ASSURE AN ACCURATE READING AT THE SAMPLING STATION. 

- OIL & WATER SEPARATOR 

AS REQUIRED 

ELECT. OUTLETS UNDER SEPARATE 

DIV. OF SPECS. 

GATE VALVE 

CHECK VALVE 

UNION 

SUMP PUMP 

ON & OFF SWITCH LOCATED IN ADJACENT ROOM 

COORDINATE LOCATION WITH ARCHITECT 

SOIL PIPE, SEE 

SPECIFICATIONS 


DIRT FILL 

CAULK ALL 

JOINTS, TYPICAL 

1. ALL CLEANOUTS SHALL BE INSTALLED WITH THE 

FOLLOWING MINIMUM CLEARANCES: 12" MIN. ON 

CLEANOUTS SMALLER THAN 3" AND 18" MIN. ON 

CLEANOUTS 3" AND LARGER. 

- ELEVATOR SUMP PUMP 

7 

DETAIL - TWO WAY CLEANOUT/EPA SAMPLING PORT 


NOT TO SCALE 

EMB 




225.929.9374 




DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

---- ---- ---- 

DRAWN BY: 

CHECKED BY: 

SHEET TITLE 

SHEET NO 



DESCRIPTION 

PA4.01 


12.10.12 

01-08-1070-00 

PHASE 1 PLUMB 

SCHEDULES & 

DETAILS 

Author 

Checker


1 

2 

3 

4 

5 

6 

7 

8 

9 

ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





D 

EXISTING 

ELECTRIC 

109 

C 

AMON STORAGE 

111 

FIRE DEPARTMENT 

CONNECTION 

B 

A 

STORAGE 

119 

STAIR #2 

118 

AA 

AB 

OPSD DATA CENTER 

120 

AA 

AB 

SALLY PORT 

116 

VEST. 

114 

OPEN AREA 

117 

FREIGHT 

ELEVATOR 

113 

SIDEWALL PENDANT 

SPRINKLER IN BOTTOM 

OF ELEVATOR SHAFT 

LOADING 

SERVICE AREA 

115 

ELEVATOR 

MACHINE 

ROOM 

112 

SPRINKLE ABOVE AND 

BELOW ROOM 

GENERAL SPRINKLER SYSTEM NOTES: 

SPRINKLE ABOVE AND 

BELOW ROOM 

8"ø FIRE MAIN; RE: 

CIVIL SITE PLAN 

FOR CONTINUATION 

SPRINKLER RISER 

ELECTRICAL CLOSET SYSTEM #2 - SECOND FLOOR 

110 

TANK MOUNTED 

EXIST. OFFICE 

AIR COMPRESSOR 

10624"X16" 

EXIST. BRK RM 

107 

ZONE VALVE 

SIDEWALL PENDANT 

SPRINKLER IN BOTTOM 

OF ELEVATOR SHAFT 

1. SPRINKLER SYSTEM TO BE TRIMPAC FIRECYCLE III - SINGLE INTERLOCKED PRE-ACTION SYSTEM OR APPROVED 

EQUAL; 2 SYSTEMS REQUIRED ON A MANIFOLD - 1 SYSTEM PER FLOOR. 

2. COORDINATE EXACT LOCATION OF ALL SPRINKLER PIPING MAINS & HEADS WITH ARCHITECTURAL FLOOR PLAN, 

ELECTRICAL LIGHTING PLAN, PLUMBING AND MECHANICAL FLOOR PLANS. SPRINKLER HEADS SHALL BE 

INSTALLED IN CENTER TILE WHERE POSSIBLE. 

3. SPRINKLER HEAD LAYOUT AND PIPING ARE SHOWN IN APPROXIMATE LOCATIONS. EXACT NUMBER OF HEADS 

REQUIRED, PIPING SIZES, ETC. SHALL BE AS SUBMITTED IN THE SPRINKLER SHOP DRAWINGS AND HYDRAULIC 

CALCULATIONS SUBMITTAL TO THE STATE FIRE MARSHAL. 

4. HVAC EQUIPMENT, SUPPLY DUCT, EXHAUST DUCT, AND PIPING SHALL HAVE PRECEDENCE IN DETERMINING 

EXACT HEIGHTS AND LOCATION FOR ALL SPRINKLER HEADS AND PIPING MAINS. 

5. SPRINKLER HEADS INDICATED ON PLANS ARE SHOWN AS CHROME PENDANT UPRIGHT TYPE HEADS. PROVIDE 

CONCEALED POP OUT TYPE SPRINKLER HEADS IN OCCUPIED AREAS WITH A CEILING. 

6. CONTRACTOR TO TIE FIRE SUPPRESSION SYSTEM INTO FIRE ALARM SYSTEM. 

SYSTEM #1 - FIRST FLOOR 

ENTRY HALL 

101 

EXIST. ELEV. 

105 

FIRE LINE UP TO 

SECOND FLOOR 

STAIR #1 

104 

14"X12" 

EXIST. RR 

102 

F.R.R. 

108 

EXIST. ELEV. 

RM 

103 


DATE: 

PROJECT NO: 

REVISIONS: 

NO 

DATE 

---- ---- ---- 



DESCRIPTION 


12.10.12 

01-08-1070-00 

11 12 13 

1 

FIRST 

FLOOR SPRINKLER FLOOR PLAN-PH1 


1/8" = 1'-0" 

DRAWN BY: 

CHECKED BY: 

Author 

Checker 

EMB 




225.929.9374 



SHEET TITLE 

PHASE 1 

SPRINKLER FLOOR 

PLAN 

SHEET NO 

SPA1.01


ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





1 

2 

3 

4 

5 

6 

7 

8 

9 

D 

C 

B 

A 

DN 

STAIR #2 

209 

FREIGHT 

ELEVATOR 

206 


205 

ZONE VALVE 

FIRE LINE UP FROM 

FIRST FLOOR 

HALLWAY 

204 

EX. RESTROOM 

EX. 

201 

ELEVATOR 

213 

EX. CLOSET 

202 

UP 

DN 

STAIR #1 

203 





GENERAL SPRINKLER SYSTEM NOTES: 

1. SPRINKLER SYSTEM TO BE TRIMPAC FIRECYCLE III - SINGLE INTERLOCKED PRE-ACTION SYSTEM OR APPROVED EQUAL; 

2 SYSTEMS REQUIRED ON A MANIFOLD - 1 SYSTEM PER FLOOR. 

2. COORDINATE EXACT LOCATION OF ALL SPRINKLER PIPING MAINS & HEADS WITH ARCHITECTURAL FLOOR PLAN, 

ELECTRICAL LIGHTING PLAN, PLUMBING AND MECHANICAL FLOOR PLANS. SPRINKLER HEADS SHALL BE INSTALLED IN 

CENTER TILE WHERE POSSIBLE. 

3. SPRINKLER HEAD LAYOUT AND PIPING ARE SHOWN IN APPROXIMATE LOCATIONS. EXACT NUMBER OF HEADS REQUIRED, 

PIPING SIZES, ETC. SHALL BE AS SUBMITTED IN THE SPRINKLER SHOP DRAWINGS AND HYDRAULIC CALCULATIONS 

SUBMITTAL TO THE STATE FIRE MARSHAL. 

4. HVAC EQUIPMENT, SUPPLY DUCT, EXHAUST DUCT, AND PIPING SHALL HAVE PRECEDENCE IN DETERMINING EXACT 

HEIGHTS AND LOCATION FOR ALL SPRINKLER HEADS AND PIPING MAINS. 

5. SPRINKLER HEADS INDICATED ON PLANS ARE SHOWN AS CHROME PENDANT UPRIGHT TYPE HEADS. PROVIDE 

CONCEALED POP OUT TYPE SPRINKLER HEADS IN OCCUPIED AREAS WITH A CEILING. 

6. CONTRACTOR TO TIE FIRE SUPPRESSION SYSTEM INTO FIRE ALARM SYSTEM. 

DATE: 

PROJECT NO: 

REVISIONS: 

NO DATE 

DESCRIPTION 

---- ---- ---- 

12.10.12 

01-08-1070-00 

1 

PHASE 

1 - HVAC PLAN - 2ND FLOOR 


1/8" = 1'-0" 

DRAWN BY: 

CHECKED BY: 

Author 

Checker 

EMB 




225.929.9374 



SHEET TITLE 

PHASE 1 

SPRINKLER FLOOR 

PLAN 

SHEET NO 

SPA1.02

CENT RAL 


3'-0" AFF 

CSC 

DRY 

VA. 

2" PIPE 

STAND 

TO VALVE AIR TRIM 

PRESSURE SWITCH 

DRY-ALARM CHECK VA 

W/ BASIC TRIM 

GATE VA. 

W/ TAMPER SW. 

FLOOR 

MAIN DRAIN VA. 

1'-0" 

8" 

TO SYSTEM 

8" FROM SUPPLY 

CHECK VALVE 

CENTRAL MODEL 90 

W/ BASIC TRIM 

GRV'D B'FLY 

W/ TAMP. SW 

4" X 11" RED FLANGE 

FIRE DEPT CONN 

W/ AUTO BALL DRIP 

NOTE: PROVIDE AIR COMPRESSOR POWER, CONTROLS POWER, ETC. 

TO ACCOMMODATE DRY SYSTEM. 

C.1 

B.5 

B.9 

B.7 

To 

Drain 

B.8 

E.3 

B.12 

B.13 

B.14 

B.10 

E.1 

B.11 B.15 

To 

Drain 

E.4 

E.2 

A.1 

D.1 

E.5 

To 

Atmosphere 

E.1 

E.7 

From Restricted, 

Regulated Air Supply 

E.6 

B.6 

B.3 

B.16 

B.4 

D.4 

Water 

Supply 

To 

System 

D.2 

B.2 

A.2 

B.1 

D.3 

Dashed lines indicate pipe required but 

® 

not included in Firecycle III Trim Kit 

Phantom lines indicate electrical 

detection wiring required but not listed 

in "System Components" Table. Refer to 

Technical Data Sheets for wiring 

requirements of individual components 

used. 

System 

Contractor Components may submit on approved 

equals to all equipment listed below. 

Engineer must approve submittals from 

contractor prior to contractor 

A. ordering. Valves 

A.1 Flow Control Valve (Model H, DN50, 

 

DN80, DN100 or DN150) 

A.2 Easy Riser Check Valve 

B. Firecycle ® III Trim 

B.1 Priming Valve (Normally Open) 

B.2 1/2" Strainer 

B.3 1/8" Restricted Orifice 

B.4 Spring Loaded Check Valve 

B.5 Alarm Test Valve (Normally Closed) 

B.6 Pneumatic Actuator 

B.7 Drip Check Valve 

B.8 Drain Check Valve 

B.9 Alarm Shut-Off Valve (Normally Open) 

B.10 Pressure Operated Relief Valve (PORV) 

B.11 Emergency Release 

B.12 Priming Pressure Water Gauge and Valve 

B.13 Water Supply Pressure Gauge and Valve 

B.14 Drain Cup 

B.15 Flow Test Valve (Normally Closed) 

B.16 In-Line Check Valve 

C. Water Flow Alarm 

Equipment 

C.1 Water Flow Alarm Pressure Switch 

D. Riser 

D.1 Water Supply Control Valve 

D.2 90° Ell. (Grooved Ell Shown. Flow Control 

Valve also available with Flanged Outlet.) 

D.3 System Drain 

D.4 System Water Pressure Gauge 

E. Release System 

E.1 Release Solenoid Valve # 1 

(Normally Closed) 2-Req'd 

E.2 Release Solenoid Valve # 2 (Normally 

Open) E.3 System Control Panel 

® 

E.4 Firecycle Detector 

® 

E.5 Firecycle III Detector Cable 

E.6 Air Pressure Supervisory Switch 

E.7 1/2" Strainer 

Trimpac sprinkler system utilizes 

proprietary wiring and detectors. 

Approved equal must include wiring 

and detectors and all necessary 

components to ensure a complete fire 

protection package. 

TANK MOUNTED 

AIR COMPRESSOR 

1" CHECK VA 

1" UNION 

RELIEF VA 

1" RUBBER 

FACED CHECK 

VA LVE 

DRY PIPE AIR LINE TRIM 

1" 

GALV 

PRESSURE 

GAUGE 

1" 

6"DRIP LEG WITH 

DRAIN VALVE & PLUG 

TO DRY 

PIPE VALVE 

AIR MAIN. DEVICE 

X 

A 

X 

B = 1/4 BEND 

PIPE 

SIZE 

6" 

SEE NOTE #1 

A 

A 

PLUGS & TEES 

1' - 3" 

8" 1' - 3" 

X 

A 

B 

90 BENDS 

2' - 0" 

2' - 4" 

X 

C = 1/8 BEND 

D = 1/16 BEND 

D = 1/32 BEND 

C 

45 BENDS 

1' - 6" 

1' - 10" 

D 

22-1/4 & 11-1/4 BEND 

10" 1' - 3" 

2' - 4" 

1' - 10" 

1' - 3" 

1' - 3" 

1' - 0" 

1' - 3" 

A 

NOTE #1: CONCRETE BLOCK SHALL 

BEAR AGAINST PLUG OR BLIND 

FLANGE ONLY AND SHALL NOT 

ENCASE TEE OR CROSS 

NOTE: ALL BENDS, TEES, WYES AND PLUGS TO HAVE 

STANDARD BLOCKING AS PER SCHEDULE AND DETAIL 

DIMENSION "X" TO BE A MINIMUM ON ONE (1) FOOT, 

BUT TO BE INCREASED WHERE NECESSARY TO PROVIDE 

BEARING AGAINST UNDISTURBED TRENCH WALL. 

DEPTH OF 

BLOCK 

1' - 0" 

1' - 3" 

ARCHITECTURE 

ENGINEERING 

PLANNING 

INTERIORS 

LANDSCAPE 

GRAPHICS 

PEREZ 





1 

Detail 

- Combination Wet/Dry Pipe Sprinkler Riser 

2 

Detail 

1/8" = 1'-0" 

1/8" = 1'-0" 

- Firecycle 

3 

Detail 

1/8" = 1'-0" 

- Tank Mounted Air Compressor 

4 

Detail 

1/8" = 1'-0" 

- Concrete Thrust Blocks 

5 

DETAIL 

SUPPLY HEADER 

CEILING 

SWING JOINT (TYP.) 

SPRINKLER HEAD CONCEALED 

CEILING PLATE 

PENDENT DEFLECTOR 

SUPPLY HEADER 

SPRINKLER HEAD UPRIGHT 

- CONCEALED SPRINKLER HEAD 

6 

DETAIL - UPRIGHT SPRINKLER HEAD 

7 

DETAIL 

1/8" = 1'-0" 

1/8" = 1'-0" 

1/8" = 1'-0" 

SPRINKLER MAIN 

1" SIGHT GLASS 

1" UNION WITH ORIFICE 

DISC WITH HOLE EQUAL TO 

DISCHARGE FROM A SINGLE 

SPRINKLER ORIFICE 

TO DRAIN 

- INSPECTOR'S TEST VALVE 


INSPECTOR'S TEST VALVE 

AUXILIARY DRAIN VALVE 





DATE: 

PROJECT NO: 

12.10.12 

01-08-1070-00 

REVISIONS: 


---- ---- ---- 

DRAWN BY: 

CHECKED BY: 

Author 

Checker 

EMB 




225.929.9374 



SHEET TITLE 

PHASE 1 

SPRINKLER 

DETAILS 

SHEET NO 

SPA2.01

rendon st. warehouse phase i and phase ii 950 south rendon street ...

Create successful ePaper yourself

Delete template?

Save as template?