Atch1-SXHT121048_RepairHVACSysYCB36561-Drwgs.pdf

AIR FORCE BASE

MIAMI

TAMPA

ORLANDO

PATRICK

TALLAHASSEE

JACKSONVILLE

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STATE ROAD 404

STATE ROAD 404 (ONRAMP)

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IROQUIS TRAIL

BEAR RUN

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ALLIG

ATOR RUN

ALLIGATOR RUN

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SOUTH GATE

(PERSONNEL ONLY)

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TRUCK

DELIVERY

ONLY

BUILDING 423-CONTRACTING OFFICER

BUILDING 535-45TH CES

MAIN GATE (PERSONNEL ONLY)

S.R. A1A

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T2

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ATER P

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CAROLINA STREET

SOUTH PINE DRIVE

U N

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I V

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E

PATRICK AIR FORCE BASE FLORIDA

SXHT 12-1048

SCALE:

LOCATION MAP

NONE

REPAIR HVAC SYSTEM, YOUTH

CENTER BLDG 3656, PAFB

CE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

A

P

P

R

O

V

E

D

TRUE

NORTH

NORTH

PLAN

PROJECT

LOCATION

SCALE:

ENLARGED PROJECT AREA

NONE

PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

OTHER

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

ASBESTOS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN

ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.

HEAVY METALS

YES NO

LEAD

PCB

NOT

VERIFIED

HAZARDOUS MATERIALS

655T

T17

T1

G-001

G

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E D

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SHEET

IDENTIFICATION

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H I T

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F A

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L L E

N

E A

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

An O ne id a N at io n Co m pa ny

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SCALE:

STATE OF FLORIDA

NONE

P

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DRAWING INDEX

Sheet Number Sheet Title

GENERAL

G-001

LOCATION MAP, PROJECT AREA AND DRAWING INDEX

STRUCTURAL

S-101 STRUCTURAL PLAN

S-301 ENLARGED STRUCTURAL PLANS

ARCHITECTURAL

A-001

GENERAL NOTES, LEGEND AND ABBREVIATIONS

AD-100 FLAG NOTES - DEMOLITION

AD-101 FLOOR PLANS - DEMOLITION

A-100 FLAG NOTES - NEW CONSTRUCTION

A-101 FLOOR PLANS - NEW CONSTRUCTION

A-102 ROOF PLAN - NEW CONSTRUCTION

A-201 BUILDING ELEVATIONS - NEW CONSTRUCTION

A-301 BUILDING SECTION A

A-302 BUILDING SECTION B - NEW CONSTRUCTION

A-501 MISCELLANEOUS DETAILS - 1

A-502 MISCELLANEOUS DETAILS - 2

A-601 DOOR AND HARDWARE SCHEDULE - DETAILS

MECHANICAL

M-001 MECHANICAL LEGENDS

M-002

MECHANICAL ABBREVIATIONS, AND GENERAL NOTES

MD-101 MECHANICAL PLAN - DEMOLITION

MD-301 ENLARGED MECHANICAL FLOOR PLANS - DEMOLITION

MD-302 ENLARGED MECHANICAL ROOM PLANS PIPING - DEMOLITION

M-101 MECHANICAL PLAN - NEW

M-301 ENLARGED MECHANICAL ROOM PLANS - NEW

M-302 ENLARGED MECHANICAL ROOM PLANS - NEW

M-303 ENLARGED MECHANICAL ROOM PLANS PIPING - NEW

M-501 MECHANICAL DETAILS - 1

M-502 MECHANICAL DETAILS - 2

M-601 MECHANICAL SCHEDULES - 1

M-602 MECHANICAL SCHEDULES - 2

M-603 CHILLED WATER FLOW DIAGRAM

M-604 MECHANICAL CONTROLS

ELECTRICAL

E-001

ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS

ED-101 ELECTRICAL PLAN - DEMOLITION

ED-301 ENLARGED ELECTRICAL PLAN - DEMOLITION

E-101 ELECTRICAL PLAN - NEW CONSTRUCTION

E-301 ENLARGED ELECTRICAL PLAN - NEW CONSTRUCTION

E-601 ELECTRICAL SINGLE-LINE DIAGRAM - EXISTING & DEMO

E-602 ELECTRICAL SINGLE-LINE DIAGRAM - EXISTING & REVISED

E-603 PANEL & LIGHT FIXTURE SCHEDULES

X:\SXHT\12-1048 HVAC B3656 Youth Center\DWG\12-1048_G-001.dwg, 3/29/2018 4:23:43 PM

U E

N O

R T

H

NORTH

PLAN

SCALE:

FOUNDATION PLAN

1/4" = 1-0"

S-301

S-301

T R

U E

N O

R T

H

NORTH

PLAN

SCALE:

ROOF FRAMING PLAN

1/4" = 1-0"

#5 BAR FULL HT IN

ADDITION TO TYP

WALL REINF AT

LOCATIONS NOTED

S-301

S-301

12'-8"

NEW 8" BLOCK

WALL

SEE WALL

SECTIONS FOR

TYPICAL WALL

REINFORCING

S-301

S-301

S-301

1 1/2" TYPE B, 20 GA

GALVANIZED, G60,

METAL ROOF DECK

W X

W X

SLAB ON GRADE

EXISTING BUILDING

EXTERIOR WALL

1. SLAB ON GRADE AT REFERENCE ELEVATION 0'-0"

2. SLAB ON GRADE TO BE 5" MINIMUM THICK REINFORCED

WITH 6 X 6 - W 2.9 X W 2.9

3. CONCRETE FOR SLAB ON GRADE TO BE 3000 PSI

4. PROVIDE POLYETHYLENE VAPOR BARRIER UNDER SLAB.

VAPOR BARRIER TO BE A MINIMUM OF 10 MILS THICK.

5. #5 DOWELS @ 6" O.C.. EPOXY 6" INTO EXISTING SLAB AND

EXTEND 12" INTO NEW SLAB AT DOOR THRESHOLD.

1. METAL ROOF DECK TO BE INSTALLED TO STEEL

STRUCTURE USING 3/8" PUDDLE WELDS AT 12" O.C.

2. ALL DECK TO HAVE A MINIMUM OF 1 1/2" BEARING

W14X22

SCALE:

KEY PLAN

N.T.S.

T R

U E

N O

R T

H

NORTH

PLAN

12'8'4'1'2' 0'

GRAPHIC SCALE 1/4" = 1'-0"

AREA OF WORK

(1MECH3)

S-101

N

O

Y L E

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E I B

E R

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S T

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C T

U R

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SHEET

IDENTIFICATION

C O

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H I T

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T E

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V I C

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F A

D n g i n e e r i n g I n c

L L

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A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

An O ne id a N at io n Co m pa ny

ABBREVIATIONS:

PSI - POUNDS PER SQUARE INCH

O.C. - ON CENTER

GA. - GAUGE

CONT - CONTINUOUS

∠ - ANGLE

Ø - DIAMETER

GENERAL NOTES:

1. BUILDING ADDITION DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND FBC LATEST EDITION.

2. COORDINATE ALL WORK WITH OTHER TRADES.

3. EXISTING FACILITY TO REMAIN IN SERVICE. CONTRACTOR RESPONSIBLE FOR REPAIR OR REPLACEMENT

OF ANY DAMAGED EXISTING CONSTRUCTION.

4. REMOVE EXISTING TOP SOIL AND VEGETATION IN LOCATION OF NEW ADDITION.

5. PROOF ROLL SITE AND REMOVE ANY SOFT POCKETS.

6. PLACE ANY FILL IN 6" MAX LIFTS AND COMPACT IN ACCORDANCE WITH ASTM D1557.

7. ALL STEEL TO BE ASTM A992 MINIMUM.

8. REBAR TO BE IN CONFORMANCE WITH ACI 318, FY-60,000 PSI.

9. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION FOR CONCRETE MIX

DESIGNS, CONCRETE REINFORCING STEEL, STRUCTURAL STEEL AND STEEL ROOF DECK.

X:\SXHT\12-1048 HVAC B3656 Youth Center\DWG\12-1048_S-101.dwg, 3/29/2018 4:23:47 PM

1' 2'3"6" 0'

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

SCALE:

TYPICAL WALL FOOTING

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

S-101

EL. 0'-0"

2'-0"

M I N

I M

U M

# 5 AT 24" O.C. TO MATCH

WALL BARS HOOK 8" IN FTG

# 5 AT 24" O.C. FULL HEIGHT

INTERIOR SLAB

ON GRADE

C

L R

32" LONG

MINIMUM LAP

SPLICE

SCALE:

TYPICAL SIDE WALL

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

S-101

SCALE:

NEW FOOTING AT EXISTING WALL

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

S-101

DRILL AND EPOXY GROUT

NEW FOOTING

REINFORCING 8" INTO

EXISTING FOOTING

NEW FOUNDATION

EXISTING FOOTING

EXISTING WALL

SLOPES

9'-4"

METAL ROOF DECK

SEE PLAN

TIE BEAM SEE 5/S-300

∠ 3 1/2" X 3

1/2" X 1/4" CONTINUOUS

WITH 1/2"Ø HEADED

STUDS AT 16" O.C.

SCALE:

END WALL WITH NEW ROOF FRAMING

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

S-101

11'-1/2"

9'-4"

8" WIDE TIE BEAM 3 SIDES

4-#5 CONTINUOUS AND #3

TIES AT 8" O.C.

W14X22

AISC DOUBLE SIDED

CONNECTION

1/2" THICK EMBEDDED

PLATE WITH 4 1/2" Ø

HEADED STUDS

CONCRETE TIE BEAM

TO BE 3000 PSI

CONCRETE TYP

FILL ALL CELLS WITH 3000

PSI PEA GRAVEL

CONCRETE AT WALL

REINFORCING

#5 AT 24" O.C. ALL LAP

SPLICES TO BE MINIMUM

OF 32" LONG

SCALE:

KEY PLAN

N.T.S.

T R

U E

N O

R T

H

NORTH

PLAN

AREA OF

WORK

(1MECH3)

S-301

N

O

Y L E

R

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S

E I B

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L A

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U C

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IDENTIFICATION

C O

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H I T

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2 3

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1 2 3

4 5

4 5

C

D

A

B

D

An O ne id a N at io n Co m pa ny

3 - #5 BARS

CONT. #5 AT 24"

O.C.

TRANSVERSE

EXTERIOR GRADE

FILL ALL CELLS WITH 3000 PSI PEA

GRAVEL CONCRETE AT WALL

REINFORCING. PLACE IN 5'-0"

MAXIMUM LIFTS AND PROVIDE

CLEAN OUTS AT BASE

X:\SXHT\12-1048 HVAC B3656 Youth Center\DWG\12-1048_S-301.dwg, 3/29/2018 4:23:51 PM

WALL LEGEND:

ABBREVIATIONS:

ACT - ACOUSTIC CEILING TILE

AFF - ABOVE FINISHED FLOOR

ALUM - ALUMINUM

ANOD - ANODIZED

A.T. - ANTI TERRORIST

ATFP - ANTI TERRORIST FORCE PROTECTION

BLDG - BUILDING

CID - COMPREHENSIVE INTERIOR DESIGN

CONC - CONCRETE

CLG - CEILING

CONT - CONTINUOUS

CMDR - COMMANDER'S

CMU - CONCRETE MASONRY UNIT

CPT - CARPET

CT - CERAMIC TILE

DN - DOWN

DWGS - DRAWINGS

EIFS - EXTERIOR INSULATION AND FINISH SYSTEM

EJ - EXPANSION JOINT

EXIST - EXISTING

EXT - EXTERIOR

F.G. - FIBERGLASS

FIN FL - FINISH FLOOR

F.V. - FIELD VERIFY

GA - GAUGE

GALV - GALVANIZED

GRT - GROUT

GYP BD - GYPSUM WALL BOARD

GWB - GYPSUM WALL BOARD

H.M. - HOLLOW METAL

HW - HARDWARE

HDW - HARDWARE

INSUL - INSULATION

INT - INTERIOR

MAX - MAXIMUM

MFR - MANUFACTURER

MIN - MINIMUM

M.O. - MASONRY OPENING

MTL - METAL

MRGWB - MOISTURE RESIST GYPSUM WALL BOARD

MTD - MOUNTED

N.O.A. - NOTICE OF APPROVAL

NOM - NOMINAL

O.C. - ON CENTER

O.D. - OUTSIDE DIAMETER

O.H. - OVER HEAD

P/PT - PAINT

P.T. - PRESSURE TREATED

PLYWD - PLYWOOD

PL - PLASTIC LAMINATE

PLST - PLASTER

PSI - POUNDS PER SQUARE INCH

PTS - POINTS

PVC - POLYVINYL CHLORIDE

REINF - REINFORCED

R.O. - ROUGH OPENING

R.S. - RUBBER STRINGER

RTNR - RUBBER TREAD/NOSE/RISER

S.C. - SOLID CORE

SCHED - SCHEDULE

SCH - SCHEDULE

SMS - SHEET METAL SCREW

S.S. - SOLID SURFACE

ST. STL. - STAINLESS STEEL

STC - SOUND TRANSMISSION CLASS

TBB - TILE BACKER BOARD

TPD - TOILET PAPER DISPENSER

TYP - TYPICAL

U.G. - UNDER GROUND

U.O.N - UNLESS OTHERWISE NOTED

VWB - VINYL WALL BASE

VCT - VINYL COMPOSITION TILE

WWF - WELDED WIRE FABRIC

A

ROOM

GYP BD CEILING/SOFFIT TO BE

REMOVED

GYP BD CEILING/SOFFIT TO REMAIN

IN PLACE

EXISTING STUD WALLS TO

BE REMOVED

EXISTING DOOR TO BE REMOVED

EXISTING DOOR TO REMAIN

EXISTING CMU WALLS TO

BE REMOVED

EXISTING CMU WALLS

EXISTING STUD GYP BD WALLS

NEW STUD WALLS. ASSURE THAT

EXTERIOR WALL SURFACES ARE FLUSH

WITH ADJACENT WALLS. FINISH TO

MATCH ADJACENT SURFACES

NEW CMU INFILL

NEW DOORS

EXISTING ACOUSTIC CEILING TILE

NEW GYP BD OR DUROCK CEILING

EXTENT OF ACOUSTICAL CEILING

TILE REMOVAL, INCLUDING ANY

CEILING MOUNTED FIXTURES

AND/OR EQUIPMENT

NEW ACOUSTIC CEILING TILE

WHEELCHAIR TURNAROUND

ROOM NAME/NUMBER

WALL TYPE

DOOR TYPE (ON DEMO PLAN, SYMBOL

DENOTES DOOR TO BE REINSTALLED IN

DIFFERENT LOCATION UNDER NEW

WORK. NUMBERS CORRESPOND TO

NUMBERING ON NEW DOOR SCHEDULE)

RESTROOM ACCESSORY

AREA OF FLOOR FINISH TO BE SCARIFIED

A

ARCHITECTURAL LEGEND:

(ALL MAY NOT BE USED) FOR ADDITIONAL END ITEMS

LEGEND; REFER TO RESPECTIVE DISCIPLINE DRAWINGS

GENERAL REMOVAL AND INSTALLATION NOTES:

1. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND

SPECIFICATIONS; FOR PURPOSES OF CLARIFICATION THE WORD 'PROVIDE' MEANS PROVIDE

AND INSTALL U.O.N.

2. INFORMATION ON EXISTING CONDITIONS IS BASED ON THE AVAILABLE OBSERVABLE IN

PLACE ELEMENTS. CONTRACTOR TO FIELD MEASURE AND VERIFY REQUIREMENTS FOR

EXACT DIMENSIONS. PRIOR TO START OF ALL WORK OPERATIONS, CONTRACTOR SHALL

FIELD VERIFY CURRENT PROJECT CONDITIONS. ALL CONSTRUCTION REQUIREMENTS SHALL

BE COORDINATED WITH THE CONTRACTING OFFICER.

3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS FOR PROPOSED WORK PRIOR TO

START OF WORK. PROJECT SPECIFICATIONS CONTAIN ADDITIONAL DEMOLITION AND REPAIR

PROCEDURES AND REQUIREMENTS.

4. NOTATIONS FOR REMOVAL AND INSTALLATION REQUIREMENTS SHALL APPLY TO ALL SHEETS

IN THIS DRAWING PACKAGE.

5. CONTRACTOR SHALL TAKE EXTREME CARE TO AVOID DAMAGE TO EXISTING ITEMS INTENDED

TO BE REMOVED, RE-USED, OR RECYCLED.

6. CONTRACTOR SHALL VERIFY CONSTRUCTION OF EXISTING WALLS TO BE IN-FILLED AND

ADJUST SIZES OF SPECIFIED MATERIALS TO ALIGN FINISH MATERIALS UNLESS OTHERWISE

NOTED.

7. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND

SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,

EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

8. ALL REFERENCES TO MANUFACTURER NAMES ARE FOR IDENTIFICATION ONLY; THE

REFERENCES ARE NOT INTENDED TO LIMIT SELECTION OF SIMILAR ITEMS FROM OTHER

MANUFACTURERS WITH APPROVAL OF CONTRACTING OFFICER.

9. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION ON FINISHES AND MATERIALS.

10. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE

INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING,

SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE

WORK.

11. NO EXISTING (LOAD BEARING) STRUCTURAL MEMBER SHALL BE CUT, REMOVED, AND/OR

MODIFIED (UNLESS SPECIFIED IN THE CONSTRUCTION DOCUMENTS) WITHOUT THE WRITTEN

APPROVAL OF THE CONTRACTING OFFICER; ANY EXISTING DISTURBED AND/OR DAMAGED

SURFACES (I.E. GYPSUM BOARD, PLASTER, STUCCO, CONCRETE, WOOD, PAINT ETC.) WITHIN

THE AREA OF CONSTRUCTION SHALL BE REPAIRED AS NECESSARY, TO MATCH EXISTING

CONSTRUCTION.

12. PROVIDE LEVELING COMPOUND AT FLOOR AREAS DAMAGED OR CHIPPED DURING

DEMOLITION WHERE REQUIRED TO PROVIDE LEVEL, CONTINUOUS FLOOR SPACE.

13. WHERE REQUIRED, ALL NEW STEEL STRUCTURAL MEMBERS SHALL BE ASTM A36.

14. WHERE REQUIRED AND NOT OTHERWISE SPECIFIED, ALL WELDING SHALL BE DONE BY AWS

CERTIFIED WELDERS.

15. DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS.

ANY UNFORESEEN CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER.

16. AFTER COMPLETION OF CONSTRUCTION WORK, ALL WORK AREAS SHALL BE LEFT CLEAN

AND FREE OF ANY EXTRANEOUS JOINT COMPOUND, PLASTER, STUCCO, PAINT SMEARS OR

SPLATTERS AND STAINS.

17. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO BE

PERFORMED IN FINISHED/OCCUPIED SPACES TO PREVENT DAMAGE TO ADJACENT AREAS,

EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY TO BUILDING OCCUPANTS

AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, DIRT, DEBRIS, AND MOISTURE

FROM THE AREA WHERE WORK IS BEING PERFORMED; AND TO PREVENT DUST, DIRT,

DEBRIS, AND MOISTURE FROM GETTING ON OR IN THE BUILDING OCCUPANTS FURNISHINGS

OR EQUIPMENT. CONTRACTOR SHALL PROVIDE METHOD/CONSTRUCTION OF DUST

CONTROL/BARRIER TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO START OF

DEMO WORK.

18. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE GOVERNMENT, ANY DAMAGE DONE

BY HIMSELF OR HIS EMPLOYEES. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL

CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL ITS WORK.

19. RELOCATION OF BUILDING OCCUPANTS AND MISSION SPECIFIC ITEMS, EQUIPMENT AND

SUPPLIES SHALL BE UNDERTAKEN BY THE CONTRACTOR BUT SHALL BE COORDINATED WITH

CONTRACTING OFFICER AND WITH USER POINT OF CONTACT PRIOR TO THE START OF

DEMOLITION WORK. ALL USER CRITICAL EQUIPMENT SHALL BE MOVED PRIOR TO START OF

WORK. ALL EQUIPMENT TO REMAIN SHALL BE PROTECTED PER PREVIOUS NOTES;

CONTRACTOR SHALL PROVIDE - FOR APPROVAL, PRIOR TO START OF WORK A PLAN AND

METHOD TO PROTECT IN-PLACE EQUIPMENT.

PROJECT SPECIFIC NOTES

1. AT THE END OF EACH WORKING DAY, WHERE BUILDING OPENINGS COMPROMISE INTERIOR BUILDING

CONTENTS, CONTRACTOR SHALL PROVIDE TEMPORARY 3/4" EXTERIOR GRADE PLYWOOD COVER;

ATTACH TO THE CMU/ METAL WALLS W/ MIN. 1/4"Ø ST. STL. TAPCONS / TEK SCREWS AT MAX. 12" O.C.

TO ENSURE SECURITY FOR THE BUILDING INTERIOR UNTIL NEW O.H DOOR, LOUVER AND

MECHANICAL EQUIPMENT IS INSTALLED. AFTER REMOVAL OF PLYWOOD COVER, PATCH AND REPAIR

WALLS AND WALL FINISH TO MATCH EXISTING IN-PLACE.

INTERIOR

EXTERIOR

B

TYPE EXTERIOR WALL-1MECH3

AREA OF NEW CONCRETE

SLAB/PAD/SIDEWALK/CURB

AREA OF CONCRETE

SLAB/PAD/SIDEWALK TO BE REMOVED

AREA OF SOIL TO BE

HAND EXCAVATED

NEW STEEL PLATE COVER

NEW 8" CMU WALL WITH 5/8"

ELASTOMERIC STUCCO WALL TO

MATCH EXISTING IN COLOR SHEEN

AND FINISH

E X

I S

T

INTERIOR

EXTERIOR

A

TYPE EXTERIOR WALL-1MECH3

EXISTING 8" CMU WALL

A-001

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GENERAL NOTES:

1. CONTRACTOR SHALL PROTECT STRUCTURAL BUILDING MEMBERS AND IN-PLACE EQUIPMENT TO REMAIN, FROM DAMAGE

DURING ALL PHASES OF CONSTRUCTION.

2. CONTRACTOR SHALL PROTECT ALL EXTERIOR ADJACENT CONSTRUCTION AND GRASS/LANDSCAPED AREAS FROM DAMAGE

DURING ALL PHASES OF CONSTRUCTION. REPLACE ANY DAMAGE AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. REPAIR FIRE RATED WALL ASSEMBLY DAMAGED BY PREVIOUS DEMOLITION, INCLUDING BUT NOT LIMITED TO APPLICATION OF

INTUMESCENT SEALANT AND BACKER RODS TO MAINTAIN REQUIRED RATING; PREPARE TO RECEIVE NEW CONSTRUCTION AS

NOTED AND SHOWN; REFER TO DEMOLITION PHOTOS. BASIS OF BID IS 500 SF COMBINED AREA.

4. ALL AREAS OF WORK - INTERIOR WALL/CLG MOUNTED ITEMS SUCH AS; CEILING AND/OR WALL SUPPORT BRACKETS, PANEL

BOXES AND FIRE EXTINGUISHERS, ETC. SHALL BE REMOVED AND SHALL BE DISPOSED OF AS DIRECTED BY THE CONTRACTING

OFFICER.

5. ALL AREAS OF WORK - FOR REMOVAL OF EXISTING FLOOR/WALL MOUNTED ITEMS; CONTRACTOR SHALL COORDINATE

DEMOLITION WITH SUBSEQUENT DISCIPLINE DRAWINGS; PATCH AND REPAIR EXISTING CONCRETE FLOORS, EXISTING WALL

ASSEMBLIES AS REQUIRED TO RECEIVE NEW WORK.

6. ALL AREAS OF WORK DISTURBED BY DEMOLITION - COORDINATE DEMOLITION OF INFRASTRUCTURE WITH SUBSEQUENT

DISCIPLINE DRAWINGS.

7. THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER IF THE PRESENCE OF HAZARDOUS MATERIAL SUCH AS

ASBESTOS, HEAVY METALS AND/OR PCBS ARE SUSPECTED OR DISTURBED, AND HAS NOT BEEN IDENTIFIED BY THIS CONTRACT, BUT IS REQUIRED TO BE DISTURBED IN ORDER TO:

· PERFORM THE CONTRACT WORK;

· SAFELY ACCESS THE AREA OF WORK WITHOUT EXPOSURE TO HAZMAT ABOVE THE PEL; OR

· HAVE WORKERS PERFORM THE CONTRACT WORK WITHOUT EXPOSURE TO HAZMAT ABOVE PEL.

UNDER NO CIRCUMSTANCES SHALL ANY HAZARDOUS MATERIAL BE DISTURBED REMOVED WITHOUT THE CONTRACTING

OFFICER APPROVAL.

8. THE CONTRACTOR SHALL COMPLY WITH, BUT NOT LIMITED TO: AFI 32-7086, HAZARDOUS MATERIALS MANAGEMENT, FEBRUARY

2015 AND THE 45TH SW HAZMAT TRACKING PROCEDURES FOR CONSTRUCTION AND SERVICE CONTRACTORS. NO HAZARDOUS

MATERIALS ARE ALLOWED TO BE BROUGHT ON TO ANY 45 SW INSTALLATION WITHOUT PRIOR APPROVAL. THE CONTRACTOR

SHALL CONTACT THE CONTRACTING OFFICER TO REVIEW HAZARDOUS MATERIALS AUTHORIZATION PROCEDURES PRIOR TO

HAZARDOUS MATERIALS BEING BROUGHT ON TO 45 SW FACILITIES. ALL CONSTRUCTION MATERIALS REJECTED BY THE

GOVERNMENT SHALL BE REMOVED FROM THE SITE IMMEDIATELY.

9. WORKERS SHALL COMPLY WITH OSHA REGULATIONS PER 29 CFR 1926.1153 AND 29 CFR 1910.134 AGAINST SILICA AND

PARTICULATES WHEN DISTURBING CONCRETE DURING HVAC REPLACE AND INSTALLATION ACTIVITIES.

FLAG NOTES - DEMOLITION:

EXTERIOR:

1. REMOVE EXISTING CHAIN LINK FENCE ASSEMBLY IN ENTIRETY; INCLUDING, POSTS, FOOTINGS, GATES, HARDWARE, ETC.

- LOCATIONS AS SHOWN ON DEMOLITION PLAN AND PHOTOS.

2. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDSCAPED AREAS - DURING ALL PHASES OF CONSTRUCTION.

3. EXISTING VERTICAL LADDER TO REMAIN IN-PLACE - SHOWN FOR REFERENCE.

4. EXISTING EXTERIOR BUILDING WALLS, COLUMNS, DOORS, ETC - SHOWN FOR REFERENCE - PROTECT AT ALL THE TIMES.

5. EXISTING DOWNSPOUT/LEADER BOX - TO REMAIN - PROTECT DURING CONSTRUCTION.

6. AT EXTERIOR OF 1MECH3 - CAREFULLY SAW CUT, REMOVE AND DISPOSE OF EXISTING CONCRETE SLAB; SEE PLAN FOR

EXTENT OF DEMOLITION - CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF U.G. UTILITIES PRIOR TO START

CONSTRUCTION. U.O.N. PROTECT U.G UTILITIES AT ALL THE TIMES.

7. EXISTING CONCRETE SLAB TO REMAIN.

8. FOR ELECTRICAL END ITEMS TO BE REMOVED OR RELOCATED REFER TO DEMOLITION PHOTO AND RESPECTIVE DISCIPLINE

DRAWINGS.

9. FOR REMOVAL AND RELOCATION OF MECHANICAL EQUIPMENT AND/OR PIPING REFER TO DEMOLITION PHOTO AND

MECHANICAL DRAWINGS.

10. AT EXTERIOR OF 1MECH3 - AT COOLING TOWER - EXISTING CMU EQUIPMENT SUPPORTS TO REMAIN; AFTER EQUIPMENT

REMOVAL CONTRACTOR SHALL PATCH AND REPAIR SUPPORTS WITH NON-SHRINK GROUT - PREPARE TO RECEIVE NEW

EQUIPMENT - SHOWN FOR REFERENCE; REFER TO SUBSEQUENT DISCIPLINE DRAWINGS FOR DEMOLITION AND NEW WORK.

11. AT 1MECH3 - REMOVE AND DISPOSE OF EXISTING DOUBLE DOOR, FRAME AND HARDWARE AS SHOWN; PATCH, REPAIR AND

LEVEL OPENINGS WITH NON SHRINK GROUT FLUSH WITH ADJACENT WALL SURFACE.

12. AT 1MECH3 - CAREFULLY REMOVE AND DISPOSE OF EXISTING SINGLE DOOR AND HARDWARE; DOOR FRAME TO REMAIN

IN-PLACE.

13. AT 1MECH2, 1MECH4 AND 1MECH5 - CAREFULLY REMOVE DOOR LEAFS AND HARDWARE; DOOR FRAME TO REMAIN IN-PLACE.

CLEAN AND PREPARE TO RECEIVE NEW WORK. CONTRACTOR SHALL FIELD VERIFY AND RECORD DOORS DIMENSIONS.

PROTECT DOOR FRAMES AND SILLS DURING CONSTRUCTION.

14. AT EAST WALL OF 1MECH2, 1MECH3 AND 1MECH5 - AFTER EXTERIOR WALL LOUVERS REMOVAL PER MECHANICAL

DRAWINGS; CONTRACTOR SHALL PREPARE EXISTING OPENINGS TO RECEIVE NEW WORK. SEE DEMOLITION PHOTOS

DRAWING AD-101.

15. PROVIDE SILT FENCE AROUND OF DISTURBED AREA. SEE TYPICAL DETAIL, DRAWING A-501.

FLOOR:

21. AT ALL MECHANICAL ROOMS - EXISTING CONCRETE SLAB TO REMAIN U.O.N.; AFTER MECHANICAL EQUIPMENT REMOVAL;

CONTRACTOR SHALL POWER WASH THE CONCRETE FLOORS WITH LOW PRESSURE WATER AND CHEMICAL CLEANER, PROTECT ALL IN-PLACE ACTIVE ELECTRICAL END ITEMS. PATCH AND REPAIR SLAB WITH NON-SHIRNK GROUT, FLUSH WITH

ADJACENT SURFACES. PREPARE FOR INSTALLATION OF NEW EQUIPMENT.

22. AT ALL MECHANICAL ROOMS - CONTRACTOR SHALL CLEAN, MAINTAIN AND PROTECT FLOOR DRAIN LINES AT IN-PLACE

LOCATIONS; REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. CONTRACTOR SHALL PERFORM A

DRAINAGE TEST FOR EACH EXISTING LOCATION TO ENSURE PROPER OPERATION OF THE DRAINAGE SYSTEM PRIOR TO

START OF WORK.

23. AT 1 MECH 3 - SAW CUT AND REMOVE SECTIONS OF EXISTING CONCRETE SLAB TO ALLOW INSTALLATION OF NEW DRAIN

LINE FROM 1 MECH 3 ADDITION TO EXISTING DRAIN LINE INSTALLED IN 1MECH3; REMOVE RUBBLE AND HAND EXCAVATE TO

ACCOMMODATE DEPTH OF NEW DRAIN LINE. REFER TO RESPECTIVE DISCIPLINE DRAWING FOR COORDINATION.

CONTRACTOR SHALL EXERCISE CARE TO AVOID DAMAGE TO IN-PLACE UNDER GROUND UTILITY LINES AND OR EQUIPMENT;

FIELD VERIFY LOCATION AND DEPTH ASSOCIATED WITH NEW WORK.

WALLS:

31. EXISTING INTERIOR BUILDING WALLS, DOORS, ETC TO REMAIN - SHOWN FOR REFERENCE. REPAIR ABANDONED WALL

OPENINGS; FOR BID PURPOSES ASSUME 10 SQ FEET.

32. AT ALL MECHANICAL ROOMS - INTERIOR - AFTER REMOVAL OF WALL OR THROUGH WALL MOUNTED EQUIPMENT;

CONTRACTOR SHALL REMOVE DEBRIS, REPAIR WALL OPENINGS OR WALL SURFACE WITH NON-SHRINK GROUT LEVEL WITH

ADJACENT SURFACES. PREPARE TO RECEIVE NEW WORK. CONTRACTOR SHALL FIELD VERIFY EXISTING WALL OPENINGS, FOR COMPLETION OF MINOR MODIFICATIONS, PRIOR TO INSTALLATION OF NEW EQUIPMENT; COORDINATE WITH

SUBSEQUENT DISCIPLINE DRAWINGS.

33. AT 1 MECH3 - EAST STEM WALL - CORE DRILL AT (1) LOCATION AS SHOWN ON PLAN TO ALLOW INSTALLATION OF NEW DRAIN

LINE. CONTRACTOR SHALL COORDINATE WITH SUBSEQUENT DRAWINGS EXACT LOCATION AND SIZE OF PENETRATION.

ROOF:

41. EXISTING ROOF SYSTEM INCLUDING ROOF MOUNTED EQUIPMENT - TO REMAIN IN PLACE; PROTECT DURING ALL PHASES OF

CONSTRUCTION. SEE PHOTO DRAWING AD-101.

42. AT ROOM 1MECH2 - CAREFULLY REMOVE AND DISPOSE OF ABANDONED EXHAUST FAN AT (1) LOCATION. EQUIPMENT CURB

TO REMAIN. PREPARE OPENINGS TO RECEIVE NEW CURB CAP, AS INDICATED ON NEW CONSTRUCTION DRAWINGS. SEE

PHOTOS DRAWING AD-101.

43. EXISTING PARAPET - TO REMAIN - PROTECT DURING ALL PHASES OF CONSTRUCTION.

XX

AD-100

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RM

1MECH3

23'-4"

F

V

28'-1 3/4" F.V.

14'-9" F.V.

1'-0"

TYP.

132°50'

RM

1MECH4

7'-7"

RM

1MECH2

14'-0"

RM

1MECH5

16'-0"

AREA OF WORK

ROOM 1MECH3

SEE ENLARGED PARTIAL

FLOOR PLAN THIS DRAWING

T R

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NORTH

PLAN

SCALE:

ENLARGED FLOOR PLAN - 1MECH3 - DEMOLITION

1/4" = 1-0"

T R

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H

NORTH

PLAN

SCALE:

KEY PLAN

N.T.S.

SCALE:

ENLARGED FLOOR PLAN - 1MECH2

1/4" = 1'-0"

SCALE:

ENLARGED FLOOR PLAN -1MECH4

1/4" = 1'-0"

AREA OF WORK

ROOM 1MECH2

SEE ENLARGED PARTIAL

FLOOR PLAN THIS DRAWING

AREA OF WORK

ROOM 1MECH4

SEE ENLARGED PARTIAL

FLOOR PLAN THIS DRAWING

TYP.

TYP.

PHOTO AD-101:

EXTERIOR VIEW - RM 1MECH3

AREA OF WORK

ROOM 1MECH5

SEE ENLARGED PARTIAL

FLOOR PLAN THIS DRAWING

SCALE:

ENLARGED FLOOR PLAN - 1MECH5

1/4" = 1'-0"

DEMOLITION - PHOTOS:

PHOTO AD-101:

EXISTING DOOR - RM 1MECH4

PHOTO AD-101:

PARTIAL VIEW - RM 1MECH5

PHOTO AD-101:

EXTERIOR VIEW - RM 1MECH2

PHOTO AD-101:

INTERIOR VIEW - ROOF OPENING

TYP.

TYP.

TYP.

PHOTO AD-101:

EXTERIOR ELEVATION - RM 1MECH3

PHOTO AD-101:

AT EXTERIOR - COOLING TOWER

AERIAL PHOTO AD-101:

PHOTO AD-101:

PARTIAL- EXTERIOR EAST ELEVATION - RM 1MECH2,1MECH3,1MECH5

RM 1MECH2

RM 1MECH5 RM 1MECH3 RM 1MECH2

TYP.

TYP.

TYP.

TYP.

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TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

12 5

12'8'4'1'2' 0'

GRAPHIC SCALE 1/4" = 1'-0"

AD-101

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BELOW SLAB

X:\SXHT\12-1048 HVAC B3656 Youth Center\DWG\12-1048_AD-101.dwg, 3/29/2018 4:24:08 PM

FLAG NOTES - NEW CONSTRUCTION:

EXTERIOR:

1. AT 1MECH3 - EXISTING AND MODIFIED WALL OPENINGS AS SHOWN ON PLAN.

2. AT 1MECH2, 1MECH3 ADDITION, 1MECH4 AND 1MECH5 - PROVIDE AND INSTALL NEW DOORS; REFER TO DOOR SCHEDULE FOR

ADDITIONAL REQUIREMENTS AND SPECIFICATIONS - SEE DRAWING A-601.

3. AT EAST WALL OF 1MECH3 - AT PREVIOUS LOCATION OF WALL LOUVERS INFILL OPENINGS WITH 8" CMU; ACCOMMODATE HVAC

THRU-WALL DUCTS. PATCH AND REPAIR EXTERIOR FINISH AT INFILLED OPENINGS. REFER TO SECTION B, DRAWING A-302. FOR

WALL INFILL DETAIL SEE DRAWING A-501. REFER TO FLAG NOTE 5 FOR REPAIR OF BUILDING FINISH.

4. AT 1MECH3 ADDITION - PROVIDE NEW 3000 PSI REINFORCED CONCRETE EXTERIOR SLOPED PAD, AS SHOWN ON FLOOR PLAN.

PROTECT U.G UTILITIES AT ALL THE TIMES. REFER TO GENERAL NOTES; SEE DETAIL E A-501.

5. AT 1MECH3 ADDITION - PROVIDE NEW REINFORCED 8" CMU WALLS. EXTERIOR WALL SURFACES - APPLY NOMINAL 5/8" STUCCO, COLOR, TEXTURE AND DEPTH OF MATERIAL TO MATCH EXISTING EIFS; PROVIDE JOINT TRIM AT ADJACENT EIFS AND STUCCO

SURFACES; JOINT TRIM COLOR SHALL MATCH STUCCO COLOR. CONTRACTOR SHALL PROVIDE COLOR SAMPLES FOR APPROVAL, TO CONTRACTING OFFICER. INTERIOR FACE - CMU TO RECEIVE NO FINISH.

6. AT 1MECH2, 1MECH3 ADDITION AND 1MECH5 - CONTRACTOR SHALL PROVIDE AND INSTALL NEW WIND-DRIVEN RAIN LOUVERS, MIAMI DADE QUALIFIED WITH APPLICABLE N.O.A. WIND LOAD AS SPECIFIED ON MECHANICAL DRAWINGS. INSTALL IN CMU OPENING

AT NORTH WALL. LOUVER SHALL BE CORROSION RESISTANT, PRE-FINISHED TO MATCH BUILDING COLORS, FROM

MANUFACTURER'S STANDARD COLOR CHART. PROVIDE ADDITIONAL STRUCTURAL SUPPORT HARDWARE AS REQUIRED.

COORDINATE WITH MECHANICAL DRAWINGS EXACT, SIZES, LOCATIONS AND MODELS SEE MECHANICAL FLOOR PLANS. REFER TO

SECTION F ON DRAWING A-501; AND REFER TO ENLARGED DETAIL ON MECHANICAL DRAWING M-502.

7. FOR ELECTRICAL END ITEMS TO BE RELOCATED OR INSTALLED REFER TO RESPECTIVE DISCIPLINE DRAWINGS.

8. FOR INSTALLATION AND RELOCATION OF MECHANICAL EQUIPMENT REFER TO MECHANICAL DRAWINGS.

9. AT EXTERIOR OF 1MECH3 - AT COOLING TOWER - PRIOR INSTALLATION OF NEW EQUIPMENT; CONTRACTOR SHALL COORDINATE

NEW WORK WITH MECHANICAL AND SUBSEQUENT DISCIPLINE DRAWINGS FOR REFERENCE.

10. AT EAST WALL OF 1MECH2 AND 1MECH5 - PATCH AND REPAIR WALL OPENINGS AND OPENING SURROUNDS TO ALLOW

INSTALLATION OF NEW LOUVERS AS SPECIFIED ON FLAG NOTE 6 THIS DRAWING. REFER TO MECHANICAL DRAWING FOR EXACT

SIZE AND LOCATION.

11. AT PERIMETER OF COOLING TOWER - PROVIDE AND INSTALL NEW CHAIN LINK FENCE TO MATCH EXISTING IN VERTICAL HEIGHTS, COLOR AND PROFILE. PROVIDE GATES, POSTS, FOOTINGS FOR A FULLY FUNCTIONAL ENCLOSURE THAT ACCOMMODATES THE

PROPOSED PERIMETER. SPECIALTY CONTRACTOR SHALL PROVIDE SHOP DRAWINGS.

FLOOR:

21. AT 1MECH3 ROOM ADDITION - PROVIDE NEW 3000 PSI REINFORCED CONCRETE SLAB SIZE AND LOCATION AS SPECIFIED ON

FLOOR PLAN. PROTECT U.G UTILITIES AT ALL THE TIMES. SEE DETAIL E DRAWING A-501.

22. AT 1MECH3 ROOM ADDITION - AT NEW CONCRETE EQUIPMENT PAD; SCARIFY CONCRETE SLAB AND PROVIDE NEW 6" H. 3000 PSI

REINFORCED CONCRETE HOUSE KEEPING PAD (AS SHOWN ON NEW CONSTRUCTION PLAN, SHADED AREA).

COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS. SEE DETAIL D IN DRAWING A-501.

23. AT ALL MECHANICAL ROOMS - CONTRACTOR SHALL TEST DRAINS FOR PROPER OPERATION AFTER INSTALLATION OF NEW

EQUIPMENT; CONTRACTOR SHALL RECORD DRAIN TEST RESULTS FOR FINAL AS BUILT DOCUMENTATION.

24. PROVIDE FLOOR/WALL EXPANSION JOINTS BETWEEN EXISTING 1MECH3 AND NEW 1MECH3 BUILDING ADDITION

- SEE DETAIL ON DRAWING A-101 AND SECTION A DRAWING A-301.

25. AT 1MECH3 - INFILL WITH CONCRETE DAMAGED AREAS BY DEMOLITION OF PLUMBING WORK. LEVEL SLAB AND FLUSH WITH

ADJACENT SURFACE.

WALLS:

31. AT ALL AREAS OF WORK - INTERIOR WALLS - CONTRACTOR SHALL COORDINATE EXACT LOCATION OF NEW

WALL MOUNTED AND TROUGH WALL MOUNTED MECHANICAL AND ELECTRICAL EQUIPMENT. PROVIDE

STAINLESS STEEL SLEEVES AND SEAL AS INDICATED ON GENERAL NOTES THIS DRAWING. REFER TO

DETAIL SHOWN ON DRAWING A-501.

32 AT ALL MECHANICAL ROOMS - INTERIOR WALLS - PROVIDE NECESSARY HARDWARE TO ALLOW

INSTALLATION OF NEW MECHANICAL AND ELECTRICAL END ITEMS. COORDINATE WITH SUBSEQUENT

DISCIPLINE DRAWINGS.

ROOF:

41. AT 1MECH2 - ROOF - PROVIDE AND INSTALL 24 GA STAINLESS STEEL CURB CAP AT EXISTING (1) ROOF

OPENING. SEE DETAIL ON DRAWING A-102.

42. AT 1MECH3 ADDITION - PROVIDE NEW 2-PLY MODIFIED BITUMEN ROOF WITH REFLECTIVE CAP SHEET.

43. AT 1MECH3 ADDITION - PROVIDE NEW RIGID INSULATION. MINIMUM R-19.

44. AT 1MECH3 ADDITION - PROVIDE AND INSTALL NEW 24GA STAINLESS STEEL FLASHING AND COUNTER

FLASHING; LOCATION AS SHOWN ON ROOF PLAN; SEE ROOF DETAILS DRAWING A-102 AND EAVE DETAIL

DRAWING A-301.

45. AT 1MECH3 ADDITION - PROVIDE AND INSTALL CONTINUOUS PERIMETER FASCIA WITH 24GA STAINLESS

STEEL FLASHING AS SPECIFIED AND SHOWN ON BUILDING SECTIONS

46. AT 1MECH3 ADDITION - EAST - PROVIDE AND INSTALL NEW PRE-FINISHED STAINLESS STEEL GUTTERS AND

DOWNSPOUT TO MATCH EXISTING IN SIZE, COLOR AND PROFILE. ATTACH TO FASCIA AT 12" O.C. WITH

STAINLESS STEEL FASTENERS; PROVIDE BRACKETS AND STRAPS. PROVIDE 1/16" SLOPE TO DOWNSPOUT

AND PROVIDE 24 GAGE STAINLESS STEEL GUTTER EXPANSION JOINT AT MID SPAN. REFER TO TYP. DETAIL

ON DRAWING A-102.

47. AT 1MECH3 ADDITION - CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS TO VERIFY EXACT

SIZE AND LOCATION OF NEW HVAC THROUGH ROOF MOUNTED EQUIPMENT. PROVIDE PERIMETER CURB

FLASHING AT BASE. PROVIDE ADDITIONAL BLOCKING TO FRAME ROOF OPENING.

48. AT 1 MECH3 ADDITION - NEW STEEL DECK; AS SPECIFIED ON STRUCTURAL DRAWINGS.

49. AT 1MECH3 - PROTECT EXISTING PARAPET WALL, FLASHING AND WALL MOUNTED END ITEMS DURING

INSTALLATION OF NEW ROOF ADDITION.

50. AT 1MECH3 ADDITION - PROVIDE NEW STEEL BEAMS AS SPECIFIED ON STRUCTURAL DRAWINGS.

GENERAL NOTES:

1. CONTRACTOR SHALL PROTECT FROM DAMAGE STRUCTURAL BUILDING MEMBERS AND IN-PLACE EQUIPMENT TO REMAIN, DURING ALL

PHASES OF CONSTRUCTION.

2. ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE ACI 'BUILDING

REQUIREMENTS FOR REINFORCED CONCRETE,(ACI 318). NEW CONCRETE SLAB SHALL DEVELOP THE FOLLOWING MIN '28 DAY' DESIGN

STRENGTHS: 3000 PSI CONCRETE, WITH +/- 1" SLUMP OF 4", MAX AGGREGATE 3/8" PEAROCK (#89), WITH W/C RATIO 0.53.

3. ALL AREAS OF WORK - AT NEW WALL CONDUIT OR PIPE PENETRATIONS; PROVIDE 24 GA STAINLESS STEEL SLEEVES AND CONTINUOUS

PERIMETER SMOKE-RATED SEALANT; COORDINATE SIZE AND EXACT LOCATION WITH SUBSEQUENT DISCIPLINE DRAWINGS. REFER TO

TYP. DETAILS.

4. PROVIDE INTUMESCENT SEALANT AND BACKER ROD AT EXISTING PERIMETER OF THRU-WALL/DECK CONDUIT AND EQUIPMENT

PENETRATIONS IN THE CURRENT AREA OF WORK; AT FIRE RATED ASSEMBLIES, SEALANT SHALL MATCH ASSEMBLY RATING.

5. ALL AREAS OF WORK - CONTRACTOR SHALL VERIFY ROUGH OPENING DIMENSIONS PRIOR TO PURCHASE AND INSTALLATION OF

DOORS, LOUVERS AND MECHANICAL AND ELECTRICAL EQUIPMENT.

6. ALL NEW EXTERIOR LOUVERS, SHALL BE STORM-RATED AND SHALL HAVE FLORIDA PRODUCT APPROVAL U.O.N. REFER TO

MECHANICAL DRAWINGS FOR MANUFACTURER AND MODEL.

7. ALL AREAS OF WORK - WHERE NEW CONSTRUCTION OR FINISH ASSEMBLIES ABUT EXISTING, NEW WALL FINISH SHALL MATCH

EXISTING IN-PLACE COLORS AND TEXTURES FOR A SEAMLESS APPEARANCE; NO SEAMS, PATCH MARKS OR UNINTENTIONAL COLOR

VARIATIONS SHALL BE APPARENT BETWEEN NEW AND EXISTING CONSTRUCTION.

8. ALL AREAS OF WORK - AFTER COMPLETION OF WORK, CONTRACTOR SHALL ENSURE THAT NEW AND EXISTING FLOOR, WALL AND

CEILING SURFACES ARE CLEAN.

9. FOR ALL NEW EXTERIOR WALL MOUNTED OR THROUGH WALL MOUNTED EQUIPMENT; REFER TO SUBSEQUENT DISCIPLINE DRAWINGS.

10. CONTRACTOR SHALL VERIFY R.O. DIMENSIONS PRIOR TO PURCHASE AND INSTALLATION OF MECHANICAL EQUIPMENT FOR

THRU-WALL/CEILING PENETRATIONS, TYP.

XX

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RM

1MECH3

23'-4"

12'-8"

2'-8"

4'-2 5/8"

1'-10 1/2"

8'-7 1/2"2'-2"

3'-10 1/4"

F.V.

8"

F

V

12'-7 5/8" F.V.

RM

1MECH4

7'-7"

RM

1MECH5

16'-0"

RM

1MECH2

14'-0"

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ENLARGED FLOOR PLAN-1MECH3 -NEW

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12'8'4'1'2' 0'

GRAPHIC SCALE 1/4" = 1'-0"

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KEY PLAN

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SCALE:

ENLARGED FLOOR PLAN -1MECH2 - NEW

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SCALE:

ENLARGED FLOOR PLAN - 1MECH4 - NEW

1/4" = 1'-0"

A

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B

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C

A-302

SCALE:

ENLARGED FLOOR PLAN - 1MECH5 - NEW

1/4" = 1'-0"

1' 2'3"6" 0'

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

1" EXPANSION

JOINT TYP.

CONTINUOUS SEALANT

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TYP.

SCALE:

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1 1/2" = 1'-0"

TYP.

SEE TYP WALL

EXPANSION

JOINT BELOW

AREA OF WORK

ROOM 1MECH3

SEE ENLARGED PARTIAL

FLOOR PLAN THIS DRAWING

AREA OF WORK

ROOM 1MECH2

SEE ENLARGED PARTIAL

FLOOR PLAN THIS DRAWING

AREA OF WORK ROOM 1MECH4

SEE ENLARGED PARTIAL

FLOOR PLAN THIS DRAWING

AREA OF WORK

ROOM 1MECH5

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FLOOR PLAN THIS DRAWING

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TYP.

TYP.

TYP.

E

A-501

D

A-501

TYP.

TYP.

TYP.

TYP.

PHOTO A -101:

EXTERIOR ELEVATION - RM 1MECH3

- LOUVERS TO BE INFILL AND PATCHED

TYP.

8 8

F.V. F.V.

SEE SECTION DRAWING

A-302

6 10

TYP.

TYP.

6 10

TYP.

TYP.

REFER TO

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DRAWINGS

TYP.

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12'-8"

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PROFILE

NOTE:

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NOTE:

WHERE PROVIDED, DIRECT

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PROFILE

NOTE:

WHERE PROVIDED, DIRECT

DOWNSPOUT TO CONC

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SECTIONSECTIONSECTION

SECTIONSECTIONSECTION

SECTION

GUTTER/DOWNSPOUT TRANSITION

SECTION

SECTION VIEW

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PROFILE

NOTE:

WHERE PROVIDED, DIRECT

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SECTION

GUTTER/DOWNSPOUT TRANSITION

SECTION

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PROFILE

NOTE:

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SPLASHBLOCKS.

SECTION

GUTTER/DOWNSPOUT TRANSITION

SECTION

SECTION VIEW

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PROFILE

NOTE:

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KEY PLAN

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SCALE:

ROOF PLAN - NEW ADDITION AT RM 1MECH3

1/4" = 1'-0"

SCALE:

AERIAL VIEW AT 1MECH2

N.T.S.

SCALE:

1MECH2 - EQUIPMENT CURB DETAIL

NONE

EXISTING WOOD CURB

NEW 24GA STAINLESS

STEEL CURB CAP

NEW GASKETED FASTENERS

EXISTING FASTENERS

EXISTING ROOF MEMBRANE

EXISTING BASE FLASHING

EXISTING

WOOD NAILERS

EXISTING ROOF MEMBRANE

RECOVERY BOARD

6" 4"

EXISTING CANT

EXISTING ROOF SUBSTRATE /

DECK ASSEMBLY

AREA OF WORK

ROOM 1MECH3

SEE ENLARGED PARTIAL

FLOOR PLAN THIS DRAWING

AREA OF WORK

ROOM 1MECH2

SEE ENLARGED PARTIAL

FLOOR PLAN THIS DRAWING

TYP.

SCALE:

TYP. GUTTER EXPANSION JOINT DETAIL

NONE

GENERAL ROOF - DETAILS:

SCALE:

TYP. DOWNSPOUT DETAIL

NONE

SCALE:

TYP. GUTTER FABRICATION DETAIL

NONE

SCALE:

TYP. GUTTER/DOWNSPOUT TRANSITION DETAIL

NONE

FOLD OVER END CAPS

FOLD OVER END CAPS

GUTTER

END CAPS TO FIT INSIDE GUTTER

WITH CONTINUOUS WELD/SOLDER

ANCHOR STRAP TO WALL

WITH (2) EXPANSION BOLTS

SECURE TO DOWNSPOUT

WITH STAINLESS STEEL

METAL SCREWS (4 EACH

SIDE)

22 GA STAINLESS STEEL

DOWNSPOUT WITH 1/8"x1"

STAINLESS STEEL

BRACKETS

STAINLESS

STEEL POP

RIVET

DIVERTER

WHERE

REQUIRED

CONCRETE

SPLASHBLOCK

WHERE PROVIDED

BOTH SIDES

CONTINUOUS

WELD/SOLDER

22 GA STAINLESS STEEL

ROLLED STRAP AT 18" O.C.

1/4" DIAM STAINLESS

STEEL SCREW TO GUTTER

AS REQUIRED

1/8"x1" STAINLESS STEEL

GUTTER HANGER AT 18"

O.C. ALTERNATE WITH

GUTTER STRAP

EDGE METAL; SEE

EAVE DETAIL DRAWING

A-301

24 GA STAINLESS

STEEL METAL SKIRT

WHERE GUTTER IS HUNG ALMOST LEVEL TO DRAIN, AS

REQUIRED, BUT ROOF EDGE IS NOT LEVEL, INSTALL

METAL SKIRT FLASHING TO MAINTAIN A 1" MIN. COVERAGE

OF NAIL HEADS (EXAGGERATED CONDITION SHOWN)

END CAP

CONTINUOUS WELD/SOLDER

THROAT TO GUTTER EXCEPT

WHERE INDICATED OTHERWISE

CLIP CORNERS AND

FOLD INTO THROAT

METAL THROAT

DOWNSPOUT

CONTINUOUS WELD/SOLDER

THROAT TO GUTTER

SECURE DOWNSPOUT TO

THROAT WITH STAINLESS

STEEL SHEET METAL

SCREWS, MIN 2 EACH SIDE

1/8" TO 1/4" GAP

M

A X

1/2" GAP

1 1/2"

4" MIN.

1/2"

SEE TYP. EQUIPMENT

CURB DETAIL BELOW

1MECH2

SCALE:

1MECH3 - EQUIPMENT CURB DETAIL

NONE

EXISTING WOOD CURB

NEW 24GA STAINLESS

STEEL CURB CAP REFER TO

MECHANICAL DRAWINGS

NEW GASKETED FASTENERS

EXISTING FASTENERS

EXISTING ROOF MEMBRANE

EXISTING BASE FLASHING

EXISTING

WOOD NAILERS

EXISTING ROOF MEMBRANE

RECOVERY BOARD

6" 4"

EXISTING CANT

EXISTING ROOF SUBSTRATE /

DECK ASSEMBLY

CONTRACTOR NOTE: PROVIDE NECESSARY HARDWARE

TO ALLOW INSTALLATION OF NEW MECHANICAL

EQUIPMENT. SEE RESPECTIVE DISCIPLINE DRAWINGS

TYP.

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X:\SXHT\12-1048 HVAC B3656 Youth Center\DWG\12-1048_A-102.dwg, 3/29/2018 4:24:23 PM

SCALE:

PARTIAL NORTH BUILDING ELEVATION

1 1/4" = 1'-0"

SCALE:

PARTIAL EAST BUILDING ELEVATION

1 1/4" = 1'-0"

EXISTING LANDSCAPE - TO BE PROTECTED

1MECH3 ADDITION -

BEYOND

EXISTING BUILDING

EXISTING

BUILDING

BEYOND

1MECH3 - EXISTING

BEYOND

EXISTING BUILDING

1MECH3 - ADDITION

FORWARD

12'8'4'1'2' 0'

GRAPHIC SCALE 1/4" = 1'-0"

STUCCO WALL TO MATCH

EXISTING IN COLOR SHEEN

AND FINISH

NEW SLOPED PAD 2% AWAY

FROM BUILDING. REGRADE

GRASS AREA TO MATCH NEW

SLAB ELEVATION

EXISTING PARAPET TO

REMAIN - NO CHANGE.

NEW ROOF AS SPECIFIED ON

ROOF PLAN, DETAILS AND

NEW CONSTRUCTION NOTES

NEW DOWNSPOUT AS PER

ROOF PLAN AND DETAIL ON

DRAWING A-102;

MATERIAL , SIZE AND PROFILE

SHALL MATCH EXISTING

NEW CONCRETE

SPLASH BLOCK

EL. 10'-10" F.V.

TOP/BEAM LOW POINT

EL. 0'-0" F.V.

FIN. FL.

NEW DOOR REFER

TO SCHEDULE

EL. 8'-2" F.V.

BOTTOM/BEAM AT

DOUBLE DOOR ONLY

EL. 12'-10" F.V.

TOP/EXISTING PARAPET

NEW LOUVER OPENINGS

COORDINATE WITH

MECHANICAL DRAWINGS

FOR EXACT SIZE

EL. 0'-0" F.V.

FIN. FL.

EL.11'-2 3/4" F.V.

TOP/BEAM HIGH POINT

INFILL SECTIONS OF WALL

OPENINGS AS REQUIRED

SEE TYP. DETAIL DRAWING A-501

LOCATION OF NEW EYEWASH

FOR DETAILS REFER TO

MECHANICAL DRAWINGS

EL. 10'-10" F.V.

TOP/BEAM LOW POINT

EXISTING LEADER BOX

AND DOWNSPOUT TO

REMAIN - PROTECT AT ALL

THE TIMES DURING

CONSTRUCTION.

EL.11'-2 3/4" F.V.

TOP/BEAM HIGH POINT

NEW SLAB

STUCCO WALL TO MATCH

EXISTING IN COLOR SHEEN

AND FINISH

NEW ROOF AS SPECIFIED ON

ROOF PLAN, DETAILS AND

NEW CONSTRUCTION NOTES

EXISTING LEADER BOX

AND DOWNSPOUT TO

REMAIN - PROTECT AT ALL

THE TIMES DURING

CONSTRUCTION.

A-201

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IDENTIFICATION

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X:\SXHT\12-1048 HVAC B3656 Youth Center\DWG\12-1048_A-201.dwg, 3/29/2018 4:24:28 PM

SCALE:

SECTION

3/4" = 1'-0"

A

A-101

EL. 10'-10" F.V.

TOP/BEAM LOW POINT

EL. 0'-0" F.V.

FIN. FL.

CAP SHEET

INTERPLY

ASPHALT OVER LAYMENT

BOARD-BASE PLY

R-19, RIGID INSULATION

MODIFIED BITUMEN

REINFORCING PLY

CONTINUOUS SEALANT

24 GA STAINLESS STEEL

FLASHING EDGE 'GRAVEL

STOP' WITH CONTINUOUS

CLEAT

FASTENERS PER

MANUFACTURER

SPECIFICATIONS

M

I N

CONTINUOUS CLEAT

WITH METAL FASCIA

GUTTER STRAPS

NEW CONCRETE TIE BEAM

PER STRUCTURAL DRAWINGS

SCALE:

TYP. GUTTER EAVE DETAIL

1 1/2" = 1'-0"

EXISTING CMU WALL TO REMAIN

CONTINUOUS BACKER ROD AND

SEALANT

REGLET MOUNTED COUNTERFLASHING

TERMINATION BAR

CAP SHEET

INTERPLY

2-PLY MODIFIED BITUMEN FLASHING

ASPHALT OVERLAYMENT

BOARD-BASE PLY

R-19, RIGID INSULATION

NEW DECK ROOF

NEW CONCRETE EQUIPMENT

PAD PER NOTES - SEE DETAIL D

DRAWING A-501

NEW LOUVER OPENINGS

COORDINATE WITH

MECHANICAL DRAWINGS

FOR EXACT SIZE

NEW DOOR REFER

TO SCHEDULE

EXISTING

1MECH3

NEW 1MECH3 ADDITION

18'-8"

PHOTO A-301:

INTERIOR VIEW RM 1MECH3

- NORTH EAST CORNER

MODIFIED OPENINGS

TO REMAIN

SEE ROOF PLAN FOR

REQUIREMENTS

DRAWING A-102

E X

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G

T

A

M

H E

I G

V

NEW SLAB WITH POUR-DOWN AT DOOR

ENTRANCE AND AT CONNECTION WITH

EXISTING SLAB

PER STRUCTURAL DRAWINGS

EL.10'-0" F.V.

BOTTOM/TIE BEAM

EL.0'-0" F.V.

FIN. FL.

EXISTING

SLAB/FOOTING

EXISTING CMU WALL

EL.11'-2 3/4" F.V.

TOP/BEAM HIGH POINT

EL. 12'-10" F.V.

TOP/EXISTING PARAPET

HIDDEN LINE AS SHOWN FOR

REFERENCE - NEW HVAC

EQUIPMENT; REFER TO

MECHANICAL DRAWINGS

NEW BEAM PER

STRUCTURAL DRAWINGS

EL. 8'-2" F.V.

EL. 9'-4" F.V.

BOTTOM/TIE BEAM

BOTTOM/BEAM AT

DOUBLE DOOR ONLY

1" EXPANSION

JOINT TYP.

NEW DECK ROOF

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

3' 4'6"1' 0' 1' 2' 1' 2'3"6" 0'

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

INFILL EXISTING

LOUVER

OPENING

EXPOSED REINFORCED CMU WALL

AT INTERIOR OF BUILDING

FRAMED

OPENING TO

REMAIN

EXISTING TIE

BEAM

EXISTING DECK

LOUVER OPENING

REFER TO STRUCTURAL

DRAWINGS

1/4"

A-601

A-301

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IDENTIFICATION

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2% SLOPE (1/4":12")

X:\SXHT\12-1048 HVAC B3656 Youth Center\DWG\12-1048_A-301.dwg, 3/29/2018 4:24:34 PM

X

F

V

F

V

3'-2" F.V.

3'-0" F.V.

SCALE:

TYP WALL DETAIL

1 1/2" = 1'-0"

C

A-101

SCALE:

TYP. EAVE DETAIL

1 1/2"= 1'-0"

CAP SHEET

INTERPLY

ASPHALT

OVERLAYMENT

BOARD-BASE PLY

BASE SHEET

NEW ROOF DECK

WOOD NAILERS

24 GA STAINLESS

STEEL EDGE

'GRAVEL STOP' WITH

CONTINUOUS CLEAT

CONTINUOUS

SEALANT

FASTENERS PER

MANUFACTURER

SPECIFICATIONS

EXIST MODIFIED

OPENINGS TO REMAIN

NEW 1MECH3 ADDITION

FORWARD

EXISTING LEADER BOX

AND DOWNSPOUT TO

REMAIN

NEW BEAMS AS

SPECIFIED ON

STRUCTURAL DRAWINGS

NEW SLAB AND FOOTING PER

STRUCTURAL DRAWINGS

NEW REINFORCED 8" CMU WALL

WITH 5/8" STUCCO WALL EXTERIOR

TO MATCH EXISTING IN COLOR

SHEEN AND FINISH

NEW CONCRETE

EQUIPMENT PAD PER

NOTES SEE DETAIL D

DRAWING A-501

SEE TYP. GUTTER EAVE DETAIL

DRAWING A-301,

ROOF PLAN AND NEW CONSTRUCTION

FLAG NOTES FOR REQUIREMENTS

CONTINUOUS CLEAT

WITH METAL FASCIA

GUTTER BRACKETS

GUTTER ASSEMBLY

SEE DETAILS

DRAWING A-102

NEW REINFORCED

CONCRETE TIE BEAM

NEW BEAM PER

STRUCTURAL DRAWINGS

NEW SLAB AND FOOTING

SCALE:

SECTION

3/4" = 1'-0"

B

A-101

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

3' 4'6"1' 0' 1' 2'

1' 2'3"6" 0'

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

EL. VARIES F.V.

TOP/TIE BEAM

EL. 0'-0" F.V.

FIN. FL.

EXISTING BUILDING

BEYOND

EL.12'-10" F.V.

TOP/EXISTING PARAPET

EL. 10'-0" F.V.

BOTTOM/EXISTING TIE BEAM

EL. 9'-4" F.V.

BOTTOM/TIE BEAM

LIMITS OF NEW WALL

INFILL ; SEE FLOOR

PLAN

EXISTING DOOR

FRAME TO REMAIN

IN PLACE

NEW HVAC

EQUIPMENT; REFER

TO MECHANICAL

DRAWINGS - HIDDEN

LINE AS SHOWN

FOR REFERENCE

INFILL SECTIONS OF WALL

OPENINGS AS REQUIRED

SEE TYP. DETAIL DRAWING A-501

EXISTING PARAPET TO

REMAIN - NO CHANGE.

NEW ROOF AS SPECIFIED ON

DETAILS AND ROOF PLAN

EXISTING BUILDING

BEYOND

EL. 10'-10" F.V.

TOP/TIE BEAM LOW POINT

EL. 9'-4" F.V.

BOTTOM/EXISTING TIE BEAM

NEW REINFORCED 8" CMU WALL

WITH 5/8" STUCCO WALL TO MATCH

EXISTING IN COLOR SHEEN AND

FINISH

NEW DOWNSPOUT AS PER

ROOF PLAN AND DETAIL ON

DRAWING A-102;

MATERIAL, SIZE AND PROFILE

SHALL MACH EXISTING

NEW CONCRETE SPLASH

BLOCK

NEW SLOPED CONCRETE PAD

PER NEW CONSTRUCTION

NOTES AND DETAIL E

DRAWING A-501. REFER TO

FULL SECTION DRAWING

A-301.

R-19, TAPERED INSULATION

CONTINUOUS CLEAT

WITH METAL FASCIA

NEW CONCRETE TIE

BEAM

1'-8"

COORDINATE WITH

MECHANICAL FOR EXACT

SIZE AND LOCATION OF

MODIFIED OPENING

FOR WALL

DOWELS;

REFER TO

STRUCTURAL

DRAWINGS

EL. 0'-0" F.V.

FIN. FL.

DOWNSPOUT BRACKETS AS PER DETAILS

A-302

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IDENTIFICATION

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X:\SXHT\12-1048 HVAC B3656 Youth Center\DWG\12-1048_A-302.dwg, 3/29/2018 4:24:39 PM

NEW CONCRETE SLAB

SCARIFY NEW

CONCRETE SLAB

3/4" CHAMFER

REFER TO MECHANICAL

DRAWINGS FOR NEW

EQUIPMENT

6"+

#4 @24"O.C. ALONG

PERIMETER OF PAD

1'-0"

DRILL AND EPOXY

DOWEL INTO

CONC. SLAB

6x6 W2.9XW2.9 WWF 9 TYP.

C O

O R

D I N

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E

W

M E

C H

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F O

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F E

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D R

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G N

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W A

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O

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L O

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A R

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F E

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H A

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A W

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G S

N E

W

E

X T

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I O

R

W A

L L

C

O

C K

GRADE AND

SOD

ALL DISTURBED

AREAS

1'-0" 9"

C

L R

2#5 CONT REINF

TOP AND BOTTOM

COMPACTED

BACKFILL (TYP)

T H

K

S L

A B

6x6 W2.9XW2.9 WWF 9

TYP

T O

G R

A D

E

SLOPE AWAY FROM

BLDG 2% MIN.

3/4"CHAMFER

SCALE:

TYP. CONCRETE EQUIPMENT PAD

1 1/2" = 1'-0"

D

A-101

CONCRETE PADS NOTE:

CONTRACTOR SHALL COORDINATE

INTERIOR AND EXTERIOR PAD SIZE

AND EXACT LOCATION WITH

MECHANICAL DRAWINGS TYP.

SCALE:

TYP CMU INFILL ELEVATION - DETAIL

3/4" = 1'-0"

EXISTING

REINFORCED

CONCRETE LINTEL

V A

R I E

S

F

V

VARIES F.V.

INFILL WITH 8" CMU; IF REQUIRED AT

TOP INFILL WITH NON SHRINK GROUT

PATCH AND REPAIR ADJACENT

SURFACES SMOOTH AND LEVEL TO

MATCH SURROUNDING SURFACE

APPLY FINISH COAT TO MATCH

INTERIOR AND EXTERIOR FACE OF

WALL U.O.N REFER TO NEW

CONSTRUCTION NOTES

PROTECT IN -PLACE

STRUCTURAL

ELEMENT DURING

ALL PHASES OF

CONSTRUCTION

NEW STAINLESS

STEEL SLEEVE AS

SPECIFIED ON NEW

CONSTRUCTION

NOTES

PROVIDE CONTINUOUS

POLYURETHANE SEALANT AND

BACKER ROD ON BOND BREAKER,

FLUSH W/ CMU WALL; MIN 1" DEPTH.

COLOR TO MATCH WALL TYP. AT ALL

EXISTING AND NEW THROUGH WALL

OPENINGS TO MAINTAIN WALL

ASSEMBLY FIRE RATING

DUCT/EQUIPMENT

SUPPORTS

SHALL BE

PROVIDED BY

CONTRACTOR

TO MAINTAIN

STRUCTURAL

STABILITY OF

THE THROUGH

WALL END ITEM

STAINLESS STEEL FLANGED

ESCUTCHEON COLLAR

ATTACHED TO WALL WITH 1/4"

DIA. STAINLESS STEEL

TAPCONS

SCALE:

TYP. NEW/MODIFIED HVAC OPENING THROUGH CMU WALL - SECTION

1" = 1'-0"SCALE:

NEW LOUVER THROUGH WALL - SECTION

1" = 1'-0"

F

A-101

PROTECT CONTINUOUS TIE

BEAM DURING ALL PHASES OF

CONSTRUCTION

NEW STAINLESS STEEL SLEEVE

AS SPECIFIED ON NEW

GENERAL CONSTRUCTION

NOTES

PROVIDE CONTINUOUS

POLYURETHANE SEALANT AND BACKER

ROD ON BOND BREAKER, FLUSH WITH

CMU WALL; MIN 1" DEPTH. COLOR TO

MATCH WALL TYP. AT ALL EXISTING AND

NEW THROUGH WALL OPENINGS TO

MAINTAIN WALL ASSEMBLY FIRE RATING

DUCT/ MECHANICAL

EQUIPMENT TO BE INSTALLED

AND COORDINATED WITH

MECHANICAL CONTRACTOR

EXTERIORINTERIOR

THRU-WALL LOUVER,

REFER TO NEW

CONSTRUCTION

NOTES AND

MECHANICAL

DRAWINGS

SCALE:

EDGE OF CONCRETE PAD DETAIL

1 1/2" = 1'-0"

E

A-101

NOTE: THICKENED EDGE SHALL BE CONTINUOUS AROUND ALL SIDES OF PAD

5/8" STUCCO; COLOR TO MATCH

EXISTING BUILDINGS

APPLY PAINT AS INDICATED ON

NEW CONSTRUCTION FLAG

NOTES

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

3' 4'6"1' 0' 1' 2'

1' 2'3"6" 0'

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

2'1'1' 6" 0'

GRAPHIC SCALE 1" = 1'-0"

#5 - 8" HORIZONTAL DOWEL AT 32" MAX.

VERTICALLY

SILT FLOW

M

I N

FILTER FABRIC

ELEVATION

SECTION

EROSION CONTROL NOTES:

1. AFTER EACH STORM EVENT, THE SILT FENCE SHALL BE INSPECTED. SEDIMENT DEPOSITS SHALL BE REMOVED

AND WASHOUTS/STRUCTURAL FAILURES SHALL BE REPAIRED IMMEDIATELY.

2. TWO SILT FENCES SHALL BE ATTACHED BY PLACING THE END POST OF THE SECOND FENCE INSIDE THE END

POST OF THE FIRST FENCE. BOTH POSTS SHALL BE ROTATED AT LEAST 180° IN A CLOCKWISE DIRECTION TO

CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL. DRIVE BOTH POSTS 18" INTO THE GROUND & BURY FLAP.

3. SILT FENCES SHALL BE REMOVED ONLY AFTER DISTURBED AREAS HAVE BEEN STABILIZED.

WOOD POST @ 10' O.C.

MIN 1" X 2" X 3'

TRENCH MIN 4"…