P10364042Dwgs1-31.pdf

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

MAJOR REPAIRS

CG AIRSTATION CLEARWATER

PSN 10364042

CLEARWATER, FLORIDA

(PINELLAS COUNTY)

NOT TO SCALE

LOCATION MAP

NOT TO SCALE

VICINITY MAP

PROJECT LOCATION

SHEET # APPLICABLE TO BID OPTION SHEET TITLEDWG #

DRAWING INDEX

SHEET # SHEET TITLEDWG # SHEET # SHEET TITLEDWG #

PROJECT LOCATION

1 OF 62 G-001

2 OF 62 G-002

3 OF 62 G-003

4 OF 62 S-001

5 OF 62 E-001

RPUID 7904 – EXCHANGE BUILDING

6 OF 62 AD101A

7 OF 62 AD201A

8 OF 62 A-101A

9 OF 62 A-201A

RPUID 67087 – SAFETY TRAILER

10 OF 62 AD101B

11 OF 62 AD201B

12 OF 62 A-101B

13 OF 62 A-201B

14 OF 62 S-101B

RPUID 7902 - FIXED WING HANGAR

15 OF 62 E-101C

RPUID 7903 – ROTARY HANGAR

16 OF 62 E-101D

RPUID 810701 – ARMORY

17 OF 62 AD101E

18 OF 62 A-101E

19 OF 62 A-501E

20 OF 62 S-101E

21 OF 62 E-101E

22 OF 62 E-501E

RPUID 67090 – C130 AIRCRAFT EQUIPMENT SHED

23 OF 62 AD101F

24 OF 62 A-101F

RPUID 7908 – BEQ – BASE ENLISTED QUARTERS

25 OF 62 AD101G

26 OF 62 A-101G

27 OF 62 A-501G

RPUID 7907 - BOQ - BASE OFFICER QUARTERS

28 OF 62 AD101H

29 OF 62 A-101H

30 OF 62 A-201H

31 OF 62 A-501H

32 OF 62 E-101H

33 OF 62 E-102H

34 OF 62 E-501H

RPUID 7906 - GALLEY

35 OF 62 AD101J

36 OF 62 A-101J

37 OF 62 A-501J

RPUID 7905 – DISPENSARY/ MED CLINIC

38 OF 62 AD101K

39 OF 62 AD102K

40 OF 62 AD201K

41 OF 62 A-101K

42 OF 62 A-102K

43 OF 62 A-201K

44 OF 62 S-101K

45 OF 62 S-301K

46 OF 62 MD101K

47 OF 62 MD102K

48 OF 62 M-101K

49 OF 62 M-102K

50 OF 62 M-501K

51 OF 62 M-701K

52 OF 62 ED101K

53 OF 62 ED102K

54 OF 62 E-101K

55 OF 62 E-102K

56 OF 62 E-103K

57 OF 62 E-501K

RPUID 7933 - WATER SURVIVAL TRAINING FACILITY

58 OF 62 A-101L

RPUID 7958 EXCHANGE OFFICE

59 OF 62 AD101M

60 OF 62 AD201M

61 OF 62 A-101M

62 OF 62 A-201M

TITLE SHEET

SITE PLAN, PHASING AND NOTES

SYMBOLS, ABBREVIATIONS & NOTES

GENERAL STRUCTURAL NOTES

NOTES, ABBREVIATIONS & LEGEND

ROOF PLAN - DEMOLITION

ELEVATIONS - DEMOLITION

ROOF PLAN

ELEVATIONS

FLOOR AND ROOF PLANS - DEMOLITION

ELEVATIONS DEMOLITION

FLOOR AND ROOF PLAN

ELEVATIONS

NEW WORK PLAN

PLAN, PHOTOS, SINGLE LINE DIAGRAM

DETAILS

FLOOR PLAN - DEMOLITION

PLANS & ELEVATIONS

DETAILS

CANOPY FOUNDATION PLAN

LIGHTNING PROTECTION

LIGHTNING PROTECTION DETAILS

ROOF PLAN - DEMOLITION

PLAN & ELEVATION

SOFFIT PLAN - DEMO

SOFFIT PLAN & ELEVATIONS

DETAILS

ROOF - DEMOLITION

ROOF PLAN & SECTION

ELEVATIONS - NEW WORK

DETAILS - NEW WORK

FLOOR PLAN

LIGHTNING PROTECTION

LIGHTNING PROTECTION DETAILS

SOFFIT - DEMOLITION PLAN

SOFFIT PLAN & ELEVATIONS

DETAILS

FLOOR PLAN - DEMOLITION

ROOF PLAN - DEMOLITION

ELEVATIONS - DEMOLITION

PARTIAL FLOOR PLAN

ROOF PLAN

ELEVATIONS - NEW WORK

NEW WORK ROOF PLAN

SECTIONS AND DETAILS

FLOOR PLAN - DEMOLITION

ROOF PLAN - DEMOLITION

FLOOR PLAN

ROOF PLAN

DETAILS

SCHEDULES

REFLECTED CEILING PLAN - DEMOLITION

ROOF PLAN - DEMOLITION

FLOOR PLAN

ROOF PLAN

LIGHTNING PROTECTION

LIGHTNING PROTECTION DETAILS

ROOF PLAN

ROOF PLAN - DEMOLITON

ELEVATIONS - DEMOLITION

ROOF PLAN

ELEVATIONS

BASE 1 2 3

APPLICABLE TO BID OPTION APPLICABLE TO BID OPTION

BASE 1 2 3 BASE 1 2 3

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

GOSSELIN.GERALD.G.127117

Digitally signed by

GOSSELIN.GERALD.G.1271179576

Date: 2019.04.15 11:01:22 -04'00'

A. RPUID 7904 – EXCHANGE BUILDING - PHASE 2

B. RPUID 67087 – SAFETY TRAILER - PHASE 2

C. RPUID 7902 – FIXED WING HANGAR - PHASE 2

D. RPUID 7903 – ROTARY HANGAR - PHASE 1

E. RPUID 810701 – ARMORY - PHASE 1

F. RPUID 67090 – C130 AIRCRAFT EQUIPMENT SHED - PHASE 2

G. RPUID 7908 – BEQ – BASE ENLISTED QUARTERS - PHASE 2

H. RPUID 7907 – BOQ – BASE OFFICER QUARTERS - PHASE 1

J. RPUID 7906 – GALLEY - PHASE 1

K. RPUID 7905 – DISPENSARY/ MED CLINIC - PHASE 3

L. RPUID 7933 – WATER SURVIVAL TRAINING FACILITY - PHASE 2

M. RPUID 7958 - EXCHANGE OFFICE - PHASE 1

NOTE:

1. THERE WILL BE OTHER WORK PERFORMED UNDER DIFFERENT CONTRACT AT THE HANGAR BUILDINGS DURING THE SAME TIME PERIOD AS

THIS CONTRACT. CONTRACTOR TO COORDINATE THE WORK THAT WILL BE PERFORMED UNDER THIS CONTRACT IN THE HANGARS WITH THE

COR FOR ACCESS TO THE BUILDINGS.

2. CONTRACTOR IS RESPONSIBLE TO SECURE THEIR CONEX BOXES, TRAILERS AND EQUIPMENT. WORK WILL BE DURING THE HURRICANE

SEASON.

3. FIRE LANE/ACCESS NEEDS TO REMAIN OPEN THROUGH CONTRACTOR LAY DOWN AREA/PARKING TO BOQ AND ROADWAY TO PAST GALLEY.

WE RECOMMEND PARKING NOT BE FENCED OFF THROUGH THAT AREA.

E

D

G

J

F

H

L

A B

C

NOT TO SCALE

SITE PLANA4

CONTRACTOR

LAYDOWN AREA

AND PARKING

AREA OF OTHER

WORK UNDER

CONSTRUCTION

DURING THE SAME

TIME PERIOD

1. COMPLETE PHASE I PRIOR TO STARTING PHASE II.

2. PROVIDE A WEEK AFTER FINISHING THE RPUID 7907

BOQ, BEFORE STARTING CONSTRUCTION ON RPUID

7908 BEQ TO ALLOW BASE TO MOVE OCCUPANTS

AND FURNITURE BETWEEN THE TWO FACILITIES.

3. PHASE III – PROVIDE 45 DAYS’ NOTICE TO BASE

PRIOR TO STARTING THE PROJECT. THIS CAN BE AT

THE SAME TIME WITH OTHER PHASES. HAVE ALL

MATERIALS AND EQUIPMENT NECESSARY ON SITE

PRIOR TO STARTING THE WORK IN ORDER TO

MINIMIZE CONSTRUCTION TIME ON THE MED CLINIC.

4. PAVING PROJECT IS STARTING IN NOVEMBER AND

END IN APRIL – FOR THE APRON BETWEEN AND

AROUND THE TWO LARGE HANGARS. WORK AT THE

HANGAR SHOULD BE COORDINATED WITH COR.

5. BEQ, BOQ AND THE MED CLINIC WILL BE VACATED

DURING CONSTRUCTION. ALL OTHER BUILDINGS

WILL REMAIN IN OPERATIONS.

PHASING NOTES

PROJECT PHASES

PHASE I:

RPUID 7906 GALLEY

RPUID 7907 BOQ

RPUID 810701 ARMORY

RPUID 7903 ROTARY HANGAR

RPUID 7958 EXCHANGE OFFICE

PHASE II:

RPUID 7904 EXCHANGE BUILDING

RPUID 67087 SAFETY TRAILER

RPUID 7902 FIXED WING HANGAR

RPUID 67090 C130 AIRCRAFT EQUIPMENT SHED

RPUID 7908 BEQ

RPUID 7933 WATER SURVIVAL TRAINING FACILITY

PHASE III:

RPUID 7905 DISPENSARY/MED CLINIC

M

K

GENERAL SHEET NOTES

1. ALL DIMENSIONS SHOWN ARE APPROXIMATE. BIDDERS ARE RESPONSIBLE

TO VERIFY ALL DIMENSIONS, EXISTING CONDITIONS AND QUANTITIES

PRIOR TO FABRICATION.

2. COMPONENTS OF THE PROPOSED CONSTRUCTIONS SHALL MEET ALL

APPLICABLE CODES AND REGULATIONS.

3. THE CONTRACTOR SHALL REPORT ANY DETERIORATED OR UNSUITABLE

SUBSTRATES / EXIST. MATERIALS THAT ARE INDICATED TO REMAIN, TO THE

CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO PERFORMING NEW

WORK.

4. CONTRACTOR SHALL DISCONNECT, PROTECT, REMOVE, REINSTALL AND

RECONNECT ALL EXISTING ELECTRICAL CONDUITS, LIGHT FIXTURES, ANY

MEP PENETRATIONS AS REQUIRED TO COMPLETE THE PROPOSED WORK.

5. PORTIONS OF THE EXISTING BUILDING WILL BE OCCUPIED AND REMAIN IN

USE DURING ALL PHASES OF CONSTRUCTION. BEFORE COMMENCEMENT

OF WORK, THE CONTRACTOR SHALL COORDINATE WITH THE

CONTRACTING OFFICER AND BUILDING CUSTOMER ANY WORK OR

PROCEDURES THAT WILL INTERRUPT ACTIVITIES IN AND/OR AROUND THE

BUILDING.

6. WHERE DEMOLITION IS INDICATED ON THE DRAWINGS, OR REQUIRED FOR

INSTALLATION OF NEW CONSTRUCTION, REMOVE EXISTING

CONSTRUCTION (I.E. AREAS OF FLOORS, WALLS, CEILINGS, ROOFS, ETC)

TO PERFORM THE WORK INDICATED.

7. WHERE DEMOLITION WORK HAS OCCURRED AND RESTORATION OF

FLOORS, WALLS, CEILINGS, ROOF ETC IS REQUIRED (I.E. EXISTING

CONSTRUCTION TO REMAIN EXPOSED TO VIEW), PATCH AND/OR REPAIR

SURFACES TO MATCH EXISTING ADJACENT SURFACE CONDITIONS AND

FINISHES TO REMAIN.

8. PATCHING AND PAINTING: HOLES IN FLOORS, CEILINGS AND WALLS

CAUSED BY THIS SCOPE OF WORK AND EXISTING HOLES IN VISIBLE

FINISHED SPACES SHALL BE FILLED, SEALED AND PAINTED NEATLY WITH

MATERIAL TO MATCH EXISTING ADJACENT MATERIAL AND FINISH. PAINTING

OF EXISTING WALLS SHALL BE FROM FLOOR TO TOP OF WALL AND FROM

CORNER TO CORNER, UNLESS OTHERWISE NOTED.

9. LEAD AND ASBESTOS SURVEY WAS PERFORMED AT THE PROJECT

FACILITIES AND IS ATTACHED TO THE SPECIFICATION. ALL HAZARDOUS

MATERIALS IN AREAS DISTURBED BY THIS CONTRACT SHALL BE ABATED. IF

LEAD OR ASBESTOS ARE ENCOUNTERED IN LOCATION OUTSIDE OF THE

REPORT, NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.

BID OPTION ITEMS-CONTINUED

SHEET ON WHICH

DETAIL IS REFERENCED

DETAIL

LETTER

X-XXX

X

X

X

X

X

XXX

PLAN TITLE OR

TYPICAL DETAIL

GENERAL SYMBOLS

TRUE NORTH ARROW

REFERENCED

DETAIL BUBBLE REFERENCED

ELEVATION SYMBOL

ELEVATION

LETTER

SHEET ON

WHICH

SECTION IS

REFERENCED

SECTION

NUMBER

ELEVATION

LETTER

REFERENCED MULTIPLE

INTERIOR ELEVATION SYMBOL

DIRECTION

OF VIEW

SECTION IS

TAKEN

SHEET ON WHICH

ELEVATIONS ARE

REFERENCED

REFERENCED

SECTION SYMBOL

SHEET ON

WHICH

ELEVATION IS

REFERENCED

VIEW TITLE

COORDINATE NUMBER

DATUM ELEVATION

EXISTING CONSTRUCTION TO BE REMOVED

EXISTING CONSTRUCTION TO REMAIN

NEW CONSTRUCTION

SHEET KEYNOTE

ROOM NAME

101 ROOM IDENTIFIER, NAME AND NUMBER

REVISION TAGX

X

INTERIOR

XX

XXXXXX

DISCIPLINE

SHEET

NUMBER

SUB DISCIPLINE OR A DASH

FOR PLACEHOLDER

BUILDING IDENTIFIER

DRAWING NAMING CONVENTION

X

XX

X-XXX

X

EXTERIOR

RPUID 67087 – SAFETY TRAILER

A. ARCHITECTURE

1. DAMAGED EXTERIOR ENVELOPE SHALL BE REMOVED AND REPLACED UNDER UNIT

PRICE NO. 5.

2. UNIT PRICE NO. 5 ESTIMATED QUANTITY: 16'-0" LONG X 13'-6" HIGH AREA OF EXTERIOR

WALL (216 SF).

3. SALVAGE WINDOWS WITHIN AREA OF WALL DEMOLITION FOR REINSTALLATION.

4. PROVIDE NEW CARPET AND WALL BASE.

5. DEMOLISH AND REPLACE 100 SF OF CARPET TILE TO MATCH EXISTING.

6. DEMOLISH MEMBRANE ROOF SYSTEM DOWN TO ROOF DECK. PROVIDE NEW TAPERED

INSULATION, 3-PLY MODIFIED BITUMINOUS ROOF SYSTEM, GUTTERS, DOWNSPOUTS

AND SPLASH BLOCKS.

7. REMOVE AND REINSTALL (2) RECEPTACLES ON WALL NEEDING REPAIR.

B. STRUCTURAL

1. DAMAGED STRUCTURAL ELEMENTS ARE TO BE REMOVED AND REPLACED IN KIND.

DAMAGE IS PRESUMED TO EXTEND A MINIMUM OF 8’-0” IN EACH DIRECTION FROM THE

NORTHWEST CORNER OF THE BUILDING.

2. UNIT PRICE NO. 3 ESTIMATED QUANTITY: 16'-0" LONG X 13'-6" TALL SECTION OF WALL

(216SF).

3. UNIT PRICE NO. 4 ESTIMATED QUANTITY: 8'-0"X8'-0" SQUARE PORTION OF THE ROOF

(64SF).

RPUID 7902 – FIXED WING HANGAR:

A. ELECTRICAL

1. REPLACE 800A MAIN CIRCUIT BREAKER IN PANEL MDP5.

2. REPLACE CIRCUIT BREAKER IN PANEL DP5 – NW.

3. PROVIDE GROUND BAR IN THE EXISTING AUTOMATIC TRANSFER SWITCH.

4. PROVIDE EQUIPMENT GROUNDING CONDUCTOR FROM ATS TO THE ENCLOSED

CIRCUIT BREAKER AND FROM ATS TO PANEL DP5-NW.

RPUID 7903 – ROTARY HANGAR:

A. ELECTRICAL

1. REPLACE 200A CIRCUIT BREAKER IN PANEL DP6-W.

RPUID 7908 – BEQ – BASE ENLISTED QUARTERS:

A. ARCHITECTURE

1. REPLACE EXISTING VENTED SOFFIT WITH THE NEW ALUMINUM VENTED METAL SOFFIT

PANEL SYSTEM.

2. REPLACE GUTTER & DOWNSPOUT.

3. PATCH CRACKS & HOLES IN THE STUCCO FAÇADE.

4. REMOVE DETERIORATED SEALANTS FOR THE CORNERS AND JOINTS, REPLACE WITH

NEW SILICON BASED SEALANTS.

5. APPLY WATERPROOF ELASTOMERIC COATING ON ENTIRE STUCCO FACADE.

6. REPLACE EXISTING CORRODED LOUVER WITH NEW LOUVER.

7. UNIT PRICE NO. 2 ESTIMATED QUANTITY: 40 BOARD FOOT.

8. UNIT PRICE NO. 6 ESTIMATED QUANTITY: 200 LF.

9. UNIT PRICE NO. 7 ESTIMATED QUANTITY: 100 LF.

10. REPLACE LIGHTING FIXTURES AT THE SOFFIT.

RPUID 7907 – BOQ – BASE OFFICER QUARTERS:

A. ARCHITECTURE

1. REPLACE EXISTING WATER DAMAGED SECTION OF GYPSUM WALL BOARD AND VINYL

BASE WITH NEW GYPSUM WALL BOARD AND VINYL COVE BASE TO MATCH EXISTING.

PAINT THE REPAIRED WALL FROM CORNER TO CORNER.

2. REPLACE EXISTING ASPHALT SHINGLES ROOF, INCLUDING GUTTERS, DOWNSPOUTS,

FASCIA AND OTHER ROOF ACCESSORIES, WITH NEW STANDING SEAM METAL ROOF,

GUTTER, FASCIA, DOWNSPOUTS AND SPLASH BLOCK.

3. REMOVE EXIST. BATT INSULATION COMPLETELY FROM THE ENTIRE ATTIC AREA.

4. PROVIDE R-25 OPEN CELL SPRAY FOAM INSULATION AT THE UNDERSIDE OF THE

ENTIRE ROOF DECK.

5. REMOVE WATER DAMAGED STUCCO AND REPLACE WITH NEW STUCCO SYSTEM.

6. PATCH CRACKS & HOLES IN THE STUCCO FAÇADE.

7. REMOVE DETERIORATED SEALANTS AT THE CORNERS AND JOINTS, REPLACE WITH

NEW SILICON BASED SEALANTS.

8. APPLY WATERPROOF ELASTOMERIC COATING ON ENTIRE STUCCO FACADE.

9. UNIT PRICE NO. 1 ESTIMATED QUANTITY: 600 SF.

10. UNIT PRICE NO. 2 ESTIMATED QUANTITY: 60 BOARD FOOT.

11. UNIT PRICE NO. 6 ESTIMATED QUANTITY: 200 LF.

12. UNIT PRICE NO. 7 ESTIMATED QUANTITY: 75 LF.

13. REPLACE SOFFIT LIGHTING.

B. ELECTRICAL

1. COORDINATE CONDUIT REMOVAL/REPLACEMENT WITH ARCHITECTURAL FOR

INTERIOR WALL REPAIRS.

2. PROVIDE LIGHTNING PROTECTION SYSTEM.

RPUID 7906 – GALLEY:

A. ARCHITECTURE

1. REPLACE EXISTING VENTED SOFFIT WITH THE NEW ALUMINUM VENTED METAL SOFFIT

PANEL SYSTEM.

2. REPLACE GUTTER & DOWNSPOUT.

3. PATCH CRACKS & HOLES IN THE STUCCO FAÇADE.

4. REPAIR STUCCO SPALL.

5. REMOVE DETERIORATED SEALANTS FOR THE CORNERS AND JOINTS, REPLACE WITH

NEW SILICON BASED SEALANTS.

6. APPLY WATERPROOF ELASTOMERIC COATING ON ENTIRE STUCCO FACADE.

7. UNIT PRICE NO. 2 ESTIMATED QUANTITY: 40 BOARD FOOT.

8. UNIT PRICE NO. 6 ESTIMATED QUANTITY: 500 LF.

9. UNIT PRICE NO. 7 ESTIMATED QUANTITY: 100 LF.

10. REPLACE SOFFIT LIGHTING.

RPUID 7905 – DISPENSARY/ MED CLINIC:

A. ARCHITECTURE

1. DEMOLISH AND REPLACE ROOF MEMBRANE WITH 3-PLY MODIFIED BITUMINOUS ROOF.

2. REPLACE ROOF INSULATION WITH MINIMUM R-25 TAPERED INSULATION AND PROVIDE

COVER BOARD

3. DEMOLISH CONDUCTOR HEADS AND DOWNSPOUTS AND PROVIDE NEW GUTTERS,

DOWNSPOUTS AND SPLASH BLOCKS.

4. PROVIDE PREFABRICATED ROOF CURBS FOR ALL MECHANICAL EQUIPMENT.

5. PROVIDE ROOF WALKPADS AT ALL MECHANICAL EQUIPMENT LOCATIONS

6. PROVIDE LIQUID FLASHING AT ALL ROOF PENETRATIONS.

7. DEMOLISH AND REPLACE/MODIFY EXISTING GYPSUM BOARD CEILINGS.

B. STRUCTURAL

1. PROVIDE STRUCTURAL STEEL SUPPORTS FOR NEW MECHANICAL ROOFTOP

EQUIPMENT.

2. PROVIDE STRUCTURAL STEEL FRAMING TO INFILL AN EXISTING ROOF OPENING.

3. PROVIDE NEW STEEL LADDER FOR ROOF ACCESS ON THE BUILDING'S EXTERIOR.

C. MECHANICAL

1. REPLACE THE THREE EXISTING ROOFTOP UNITS WITH TWO 7.5-TON PACKAGED

ROOFTOP HEAT PUMPS AND ONE NEW EXISTING 5-TON ROOFTOP HEAT PUMP.

2. ALL NEW UNITS SHALL BE INSTALLED WITH NEW ROOF CURBS AND SHALL HAVE AN

ELECTRIC AUXILIARY HEATING COIL.

3. REMOVE ONE EXISTING SPLIT SYSTEM AIR HANDLER AND OUTDOOR UNIT AND

ASSOCIATED DUCT SYSTEM. INSTALL A NEW VARIABLE AIR VOLUME DUCT SYSTEM TO

REPLACE THE REMOVED SPLIT SYSTEM.

4. REMOVE TWO EXISTING ROOFTOP EXHAUST FANS THAT ARE NO LONGER ACTIVE AND

WERE ABANDONED IN PLACE. REMOVE THE ASSOCIATED ROOF CURBS AND PATCH

THE ROOF.

5. REPLACE TWO ROOFTOP EXHAUST FANS (CENTRIFUGAL DOWN-BLAST TYPE) AND

THEIR ROOF CURBS.

6. NEW FANS TO BE CENTRIFUGAL DOWN-BLAST TYPE EXHAUST FANS, 400 CFM, 120

VOLT EACH.

D. ELECTRICAL

1. PROVIDE ELECTRICAL WORK TO SUPPORT MECHANICAL UPGRADE.

2. PROVIDE LIGHTNING PROTECTION SYSTEM REPLACEMENT.

BID OPTION 1

RPUID 7904 – EXCHANGE BUILDING

A. ARCHITECTURE

1. DEMOLISH AND REPLACE METAL SOFFIT. SOFFIT DEPTH IS 2’-6”.

2. DEMOLISH AND REPLACE (8) 5.5” X 4” DOWNSPOUTS

3. PROVIDE NEW SPLASH BLOCK AT EACH DOWNSPOUT

4. PROVIDE AN INDUSTRIAL ELASTOMERIC METAL ROOF COATING ON THE

EXISTING METAL ROOF AND GUTTER

5. PROVIDE LEAF GUARD AT GUTTERS.

BID OPTION 2

RPUID 810701 – ARMORY:

A. ARCHITECTURE

1. REPLACE EXISTING CANOPY ROOF WITH STRUCTURAL STANDING SEAM METAL ROOF

INCLUDING GUTTER, DOWNSPOUTS AND SPLASH BLOCKS.

B. STRUCTURAL

1. DEMOLISH EXISTING METAL CANOPY AND REPLACE WITH A NEW PRE-ENGINEERED

METAL CANOPY STRUCTURE.

2. DEMOLISH A PORTION OF THE EXISTING SLAB-ON-GRADE TO ACCOMMODATE FOR THE

A NEW GRADE BEAM FOUNDATION SYSTEM TO BE CONSTRUCTED AROUND THE

PERIMETER.

C. ELECTRICAL

1. PROVIDE LIGHTING PROTECTION SYSTEM FOR NEW ARMORY CANOPY.

2. PROVIDE LIGHTNING PROTECTION SYSTEM REPLACEMENT FOR NEW CANOPY.

3. REMOVE AND REPLACE CCTV SYSTEM.

RPUID 7958 - EXCHANGE OFFICE

D. ARCHITECTURE

1. DEMOLISH AND REPLACE METAL SOFFITS.

2. DEMOLISH AND REPLACE DOWNSPOUTS

3. DEMOLISH AND REPLACE SPLASH BLOCKS AT DOWNSPOUT LOCATIONS

4. PROVIDE AN INDUSTRIAL ELASTOMERIC METAL ROOF COATING ON THE EXISTING

METAL ROOF AND GUTTER

5. PROVIDE LEAF GUARDS AT GUTTERS.

BID OPTION 3

RPUID 7933 – WATER SURVIVAL TRAINING FACILITY:

A. ARCHITECTURE

1. AT THE HIGH ROOF SECTION SEAL HORIZONTAL AND VERTICAL SEAM JOINTS WITH

COMPATIBLE SEAM SEALER.

RPUID 67090 - C130 EQUIPMENT SHED

A. ARCHITECTURE

1. DEMOLISH AND REPLACE METAL FASCIA

2. DEMOLISH AND REPLACE METAL GUTTER AND DOWNSPOUT

MATERIAL SYMBOLS

CONCRETE

MASONRY UNIT

EXTERIOR FINISH

MASONRY UNIT

GRAVEL

EARTH CONCRETE

INSULATION

(BLANKET, BATT)

RIGID INSULATION

STEEL IN SECTION

PLYWOOD

GYPSUM

WALLBOARD

COMPOSITE

METAL PANEL

WOOD BLOCKING

BASE BID ITEMS BASE BID ITEMS-CONTINUED

ABBREVIATIONS

A/C AIR CONDITION

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALM ALARM

ALT ALTERNATE

ALUM ALUMINUM

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT

ASTM AMERICAN SOCIETY FOR TESTING MATERIALS

AVG AVERAGE

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLW BELOW

BOT BOTTOM

BTWN BETWEEN

CALC CALCULATE

CAP CAPACITY

CJ CONSTRUCTION JOINT, CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COEFF COEFFICIENT

COL COLUMN

COMM COMMUNICATION

CONC CONCENTRIC, CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUE, CONTROLLER

CONTR CONTRACT, CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER’S REPRESENTATIVE

CORR CORRIDOR

CPT CARPET, CONTROL POWER TRANSFORMER

CTG COATING

CTR CENTER

CTRL CONTROL

DBL DOUBLE

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIAG DIAGRAM

DIM DIMENSION

DIR DIRECTION

DIST DISTANCE

DIV DIVISION

DL DEAD LOAD

DR DOOR

DS DOWN SPOUT W/ SPLASH BLOCK

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR, EXTERNAL, EXTINGUISHER

FA FIRE ALARM, FRESH AIR

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER W/CABINET

FF FINISHED FLOOR

FF&E FURNITURE, FIXTURE & EQUIPMENT

FIN FINISH

FLR FLOOR

FT FOOT, FEET

FTG FOOTING

GALV GALVANIZED

GC GENERAL CONTRACTOR

GD GUARD

GEN GENERAL, GENERATOR

GYP BD GYPSUM BOARD

GYP GYPSUM

HAZ HAZARD

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATING & AIR CONDITIONING

ID INSIDE DIAMETER, INSIDE DIMENSION

INCL INCLUDED

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

J-BOX JUNCTION BOX

L ANGLE

LB POUND

LF LINEAR FEET

LL LIVE LOAD

LT LIGHT

LVL LEVEL

LVR LOUVER

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL ELECTRICAL PLUMBING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD BIT MODIFIED BITUMEN

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NEG NEGATIVE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

NT WT NET WEIGHT

OC ON CENTER

OCC OCCUPY, OCCUPANCY

OD OUTSIDE DIAMETER

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

PAT PATTERN

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PH PHASE

PLAM PLASTIC LAMINATE

PLAT PLATFORM

PLBG PLUMBING

PLYWD PLYWOOD

PREFAB PREFABRICATE

PRELIM PRELIMINARY

PROJ PROJECT

PT PAINT, PRESSURE TREATED

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

QUAD QUADRANGLE, QUADRANT

R RADIUS, RISER

RCP REFLECTED CEILING PLAN, REINF CONC PIPE

RD ROAD, ROOF DRAIN

REF REFERENCE, REFRIGERATION

REINF REINFORCE(D)

REQ'D REQUIRED

REV REVISION

RFI REQUEST FOR INFORMATION

RO ROUGH OPENING

SECT SECTION

SF SQUARE FOOT (FEET)

SHT SHEET

SIM SIMILAR

SLNT SEALANT

SPEC SPECIFICATION

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STL STEEL

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUM SUMMARY

SYM SYMBOL

SYS SYSTEM

TO TOP OF ______

TOC TOP OF CONCRETE, TOP OF CURB

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOPO TOPOGRAPHY

TOW TOP OF WALL

TOS TOP OF SLAB, TOP OF STEEL

TS TUBE STEEL

TSTAT THERMOSTAT

TYP. TYPICAL

UL UNDERWRITERS LABORATORIES

UN UNLESS NOTED

UNO UNLESS NOTED OTHERWISE

VAR VARIATION, VARIES, VOLT AMPERES REACTIVE

VAV VARIABLE AIR VOLUME

VCT VINYL COMPOSITION TILE, VITRIFIED CLAY TILE

VEL VELOCITY

VENT VENTILATOR

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THRU ROOF

W WASTE, WATT, WIDE

W/ WITH

WD WOOD, WOOD DOOR

WL WIND LOAD

W/O WITHOUT

WP WATER PROOFING, WEATHERPROOF, WORKING

POINT

16'8'4'0

GRAPHIC SCALE

NOT TO SCALE

UNIT PRICE ITEMS

1. UNIT PRICE NO. 1: REPLACE DAMAGED PLYWOOD ROOF SHEATHING.

2. UNIT PRICE NO. 2: REPLACE DAMAGED DIMENSIONAL LUMBER.

3. UNIT PRICE NO. 3: CONTRACTOR SHALL REPAIR THE EXISTING WALL FRAMING AND SHEATHING, SILL

PLATES, METAL CONNECTORS, ETC. REMOVE DAMAGED STRUCTURAL WOOD WALL FRAMING AND

SHEATHING AND REPLACE FRAMING IN KIND.

4. UNIT PRICE NO. 4: CONTRACTOR SHALL REPAIR THE EXISTING ROOF FRAMING AND SHEATHING, METAL CONNECTORS, ETC. REMOVE DAMAGED STRUCTURAL WOOD ROOF FRAMING AND SHEATHING

AND REPLACE FRAMING IN KIND. IF ROOF JOIST SPAN EXCEEDS BEYOND THE PRESUMED AREA OF

DAMAGE, THE FULL LENGTH OF THE JOIST SHALL BE REPLACED.

5. UNIT PRICE NO. 5: CONTRACTOR SHALL REPAIR THE EXISTING EXTERIOR METAL WALL PANELS, BATT

INSULATION AND INTERIOR GYPSUM WALLBOARD.

6. UNIT PRICE NO. 6: REPAIR CRACKS 1/32-INCH TO 1/8-INCH WIDE IN STUCCO.

7. UNIT PRICE NO. 7: REPAIR CRACKS 1/8-INCH TO 1/4-INCH WIDE IN STUCCO

ESTIMATED QUANTITIES: SEE EACH RPUID UNDER THE BASE BID ITEMS FOR ESTIMATED UNIT PRICE

QUANTITY TO BE INCLUDED IN THE BASE BID.

BID OPTION ITEMS

D1

± 34'-0"

1:

S

LO

P E

TYP

EXIST ARMORY STORAGE

STRUCTURE BELOW TO REMAIN

EXIST ROTARY HANGAR BLDG (NIC)

D4

AD101E

B1

AD101E

C2

TYP

'-0

3'

-0

D2

TYP

EXIST CHAIN-LINK FENCE

DOUBLE SWING GATE

(± 13'-0" WIDE VIF);

REMOVE & SALVAGE FOR REUSE

EXIST CHAIN-LINK FENCE

SLIDING GATE (± 3'-6" WIDE VIF);

REMOVE & SALVAGE FOR REUSE

AD101E

C1

AD101E

B2EXIST CONC

WALKWAY

PAD TO REMAIN; PROTECT

WALKWAY PAD & PROVIDE

COMPRESSIBLE FILL

AND SEALANT AT THE JOINT

BETWWEN EXIST. PAD AND

NEW CONC. WORK

D3

D1. REMOVE METAL CANOPY IN ITS ENTIRETY INCLUDING ROOF, GUTTER,

DOWNSPOUTS, STRUCTURAL FRAMING, LIGHTING AND LIGHTNING

PROTECTION SYSTEM. .

D2. REMOVE CHAIN LINK FENCE INCLUDING POSTS AND BARBED WIRE.

SALVAGE DOUBLE SWING AND SLIDING GATES WITH ASSOCIATED POSTS,

HARDWARE AND BARBED WIRE FOR REUSE.

D3. REMOVE, SALVAGE AND REINSTALL CCTV CAMERAS. COORDINATE WITH

COR; SEE ELECTRICAL.

D4. SEE STRUCTURAL DWG S-101E FOR REMOVAL OF TWO-FEET WIDE CONC

FLOOR SLAB ALONG THE PERIMETER (INDICATED BY SHADED AREA).

SHEET KEYNOTES

8'4'0 2'

D1

TYP D1

TYP

EXIST. ROTARY HANGAR

BLDG (NIC).

D2

CANOPY PLAN - DEMOA3

SOUTH VIEWC2UNDERSIDE CANOPY VIEWC1

GENERAL SHEET NOTES

1. ALL WORK ON THIS SHEET IS FOR BID OPTION 2.

2. EXISTING ARMORY STORAGE SHALL REMAIN AT THE EXISTING LOCATION.

PROTECT ARMORY STORAGE DURING THE CONSTRUCTION INCLUDING

PORTION OF EXISTING CONC SLAB INDICATED TO REMAIN.

SLIDING GATEB2DOUBLE SWING GATEB1

EXIST. ARMORY STORAGE TO REMAIN

EXIST. CHAIN-LINK DOUBLE SWING GATE EXIST. SLIDING GATE

D3

1/4"=1'-0"

NOT TO SCALE

NOT TO SCALENOT TO SCALE

NOT TO SCALE

1/4"=1'-0"

INTEGRAL SHEET MTL.

GUTTER W/

DOWNSPOUTS &

SPLASH BLOCKS, TYP

34'-0"

STANDING SEAM METAL

CANOPY ROOF, TYP

STRUCTURAL CANOPY FRAMING

BELOW, TYP

: 1

S

LO

P

E

EXIST. ROTARY HANGAR BLDG. (NIC)

MAINTAIN HORIZONTAL

SEPARATION BETWEEN

THE NEW CANOPY & THE

ROTARY HANGAR BUILDING,

SAME AS EXISTING;

FIELD VERIFY

A-101E B3

A-101E C1

TYP

A-501E

C4

TYP

A-501E

C3

A-101E C3

A-101E B1

'-0

2' -0

2'

-0

2'-0" 2'-0"

D.S.D.S.D.S.

3'

-0

EXIST. CONC WALKWAY

PAD TO REMAIN

EDGE OF CONC.

FOUNDATION BELOW,

TYP

30'-0"

32'-0"

10'-8" 10'-8" 10'-8"

'-0

'-0

'-0

2'-0"

CANOPY

OVERHANG

2'-0"

CANOPY

OVERHANG

4' -6

4'

-6

'-0 " V

IF

M

A

TC

H W

I/ E

X S

T.

G

A

TE

W

ID

TH

2'-0" 26'-0" 2'-0"

2' -0

'-0

2' -0

1'-0"

1' -0

1'

-0

1'-0"

6'-4" 4'-4" 10'-8"

10'-8"

EXIST. ROTARY HANGAR BLDG. (NIC)

EXIST. CONC WALKWAY

PAD TO REMAIN

SLIDING GATE

DOUBLE

GATE

EXIST. ARMORY

STORAGE (NIC),

TO REMAIN IN PLACE

PORTION OF EXIST. CONC

SLAB TO REMAIN, TYP

PERIMETER CONC GRADE

BEAM, SEE STRUC.;

FINISHED CONC LVL TO

MATCH EXISTING, TYP

TYP

3 4

2 4

TYP

TYP

COLUMN, SEE STRUC, TYP

DOWNSPOUT W/

SPLASH BLOCK, TYP

2' -0

C

A N

O P

Y O

V E

R H

A N

G

EXTENT OF CANOPY

ROOF ABOVE, TYP

A3 A501E

TYP

A1 A501E

TYP

A2

A501E

TYP

STRUCTURAL CANOPY

FRAMING, TYP

SHEET METAL INTEGRAL

GUTTER WITH

DOWNSPOUTS, TYP

STANDING SEAM METAL

ROOF, TYP

CONC. GRADE BEAM AT

PERIMETER, SEE

STRUCTURAL, TYP

EXISTING ARMORY

STORAGE (NIC), TYP

6'

-0 " V

IF

C

H A

IN

-L

IN

K

H T.±

'-0 " V

IF

CHAIN LINK FENCE W/

BARBED WIRE AT TOP,

TYP

1'

-6 " V

IF

STRUCTURAL CANOPY

FRAMING, TYP

STANDING SEAM METAL

ROOF, TYP

CONC. GRADE BEAM AT

PERIMETER, SEE

STRUCTURAL, TYP

EXISTING ARMORY

STORAGE (NIC) TO

REMAIN, TYP

CHAIN LINK FENCE W/

BARBED WIRE AT TOP,

TYP

6'

-0 " V

IF

C

H A

IN

-L

IN

K

H T.±

'-0 " V

IF

1'

-6 " V

IF

1"=1'-0"

STRUCTURAL CANOPY

FRAMING, TYP

SHEET METAL INTEGRAL

GUTTER WITH

DOWNSPOUTS, TYP

STANDING SEAM METAL

ROOF, TYP

CONC. GRADE BEAM AT

PERIMETER, SEE

STRUCTURAL, TYP

EXISTING ARMORY

STORAGE (NIC) TO

REMAIN, TYP

CHAIN LINK FENCE W/

BARBED WIRE AT TOP,

TYP

6'

-0 " V

IF

C

H A

IN

-L

IN

K

H T.±

'-0 " V

IF

1'

-6 " V

IF

STRUCTURAL CANOPY

FRAMING, TYP

SHEET METAL INTEGRAL

GUTTER WITH

DOWNSPOUTS, TYP

STANDING SEAM METAL

ROOF, TYP

CONC. GRADE BEAM AT

PERIMETER, SEE

STRUCTURAL, TYP

EXISTING ARMORY

STORAGE (NIC) TO

REMAIN, TYP

CHAIN LINK FENCE W/

BARBED WIRE AT TOP,

TYP

6'

-0 " V

IF

C

H A

IN

-L

IN

K

H T.

'-1 0"

V

IF

1'

-6 " V

IF

1. PROVIDE PRE-ENGINEERED METAL CANOPY INCLUDING STRUCTURAL FRAMING, STANDING

SEAM METAL ROOF, GUTTER, DOWNSPOUTS, AND SPLASH BLOCK.

PRE-ENGINEERED METAL CANOPY NOTES:

A. SUBMIT DELEGATED DESIGN FOR STRUCTURAL PERFORMANCE OF PRE-ENGINEERED

METAL CANOPY, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED

PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. SEE STRUCT DWG,

FOR STRUCT DESIGN CRITERIA.

B. BASIS OF DESIGN: PROVIDE PRE-ENGINEERED METAL CANOPY FROM DUO-GARD

INDUSTRIES INC., 40442 KOPPERNICK ROAD, CANTON, MICHIGAN 48187.

C. STRUCTURAL FRAMING MATERIAL SHALL BE STEEL, SAND/BEAD BLASTED AND PAINTED

WITH TWO-PART TNEMEC EPOXY PAINT FINISH WITH "DURASHIELD" POLYURETHANE TOP

COAT. COLOR: WHITE.

D. STANDING SEAM METAL ROOF, GUTTER AND DOWNSPOUT MATERIAL SHALL BE 24 GA.

GALVALUME-COATED STANDING SEAM STEEL PANELS, WITH 3-COAT KYNAR 500 PAINT

FINISH ON EXPOSED SURFACES. COLOR: WHITE.

2. MODIFY EXISTING SLAB PERIMETER AND PROVIDE TWO FEET WIDE CONC GRADE BEAM AT

ALL AROUND PERIMETER. SEE STRUCTURAL DWG S-101E.

3. PROVIDE CHAIN LINK FENCE SYSTEM INCLUDING ASSOCIATED POSTS, CONC. FOOTINGS,

GATES, LOCKING HARDWARE, LIGHTNING PROTECTION AND BARBED WIRE.

CHAIN LINK FENCE NOTES:

A. CHAIN-LINK FENCE AND GATE FRAMEWORKS SHALL WITHSTAND THE DESIGN WIND LOADS

AND STRESSES FOR FENCE HEIGHT(S) AND UNDER EXPOSURE CONDITIONS INDICATED

ACCORDING TO ASCE/SEI 7. SEE STRUCT FOR DESIGN WIND LOAD. SUBMIT DELEGATED

DESIGN FOR STRUCTURAL PERFORMANCE OF CHAIN-LINK FENCE AND GATE FRAMEWORKS,

INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL

ENGINEER RESPONSIBLE FOR THEIR PREPARATION.

B. FENCING MATERIAL SHALL CONSIST OF CHAIN LINK FENCING. THE MAXIMUM

VERTICAL/HORIZONTAL OPENING DIMENSION SHALL BE 2-INCH. MINIMUM THICKNESS OF

WIRE SHALL BE 9 GAUGE .

C. THE FENCING FABRIC MUST BE EXTENDED TO WITHIN 2-INCH OF FIRM GROUND.

D. ALL FENCING MATERIAL SHALL BE GALVANIZED STEEL OR ALUMINUM COATED STEEL

FABRIC.

E. FENCE POSTS SHALL BE INSTALLED PLUMB AND CHECKED FOR ALIGNMENT.

F. POSTS MUST BE VERTICAL PLUS OR MINUS 2 DEGREES IN EACH DIRECTION.

G. FENCING MUST BE GROUNDED IN ACCORDANCE WITH THE NATIONAL

ELECTRIC SAFETY CODE (NESC) - IEEE C2.

CONCRETE FOOTING NOTES:

A. CONCRETE FOR FENCE POSTS SHALL BE DESIGNED, MIXED AND PLACED IN ACCORDANCE

WITH ACI 318.

B. READY-MIX CONCRETE SHALL CONFORM TO ASTM C94 WITH MINIMUM COMPRESSIVE

STRENGTH OF 4,000 PSI AT 28 DAYS.

C. MINIMUM AGGREGATE SIZE SHALL BE 1-1/2 INCH.

D. CONCRETE SLUMP SHALL BE 2 TO 4 INCH AS MEASURED IN ACCORDANCE WITH ASTM C143.

E. FOOTINGS SHALL BE CYLINDRICAL IN SHAPE WITH THE TOP OF CONCRETE BEING 2 INCHES

ABOVE FINISHED GRADE, AS MEASURED AT THE POST. THE CONCRETE SHALL SLOPE AWAY

FROM THE POST WITH AT LEAST A ½ INCH DROP FROM THE CENTER TO THE EDGE OF THE

FOOTING.

F. THE DIMENSIONS PROVIDED FOR THE CONCRETE FOOTING ARE MINIMUMS AND ARE NOT

TO BE REDUCED.

4. STABILIZE ANY DISTURBED GROUND DUE TO PROPOSED CONC WORK WITH 4" TOP SOIL,

SEED AND MULCH.

SHEET KEYNOTES

8'4'01/4"=1'-0" 2'

CANOPY ROOF PLAN - NEW WORKA3

ELEVATION - WEST

ELEVATION - NORTH

ELEVATION - EAST

C1 C3

B1

CANOPY FLOOR PLAN - NEW WORKA1

ELEVATION - SOUTHB3

1/4"=1'-0"

1/4"=1'-0"

1/4"=1'-0"

1/4"=1'-0"

1/4"=1'-0"

1/4"=1'-0"

GENERAL SHEET NOTES

1. ALL WORK ON THIS SHEET IS FOR BID OPTION 2.

CONT. SHEET MTL.

FASCIA 2" W X 8" D

ON RAKE AND RIDGE SIDE, TYP

STANDING SEAM MTL ROOF;

PANEL SEAM HT MIN. 3";

PANEL WIDTH MAX. 8" WIDE

PRE-ENGINEERED

STRUCTURAL

STEEL

COLUMNS,

RAFTERS &

PURLINS

SHEET MTL.

INTEGRAL GUTTER;

MIN. SIZE 4" W X 6" H

DOWNSPOUT;

MIN. SIZE 2" W X 3" D

STANDING SEAM MTL ROOF;

PANEL SEAM HT MIN. 3";

PANEL WIDTH MAX. 8" WIDE

PRE-ENGINEERED

STRUCTURAL

STEEL

COLUMNS,

RAFTERS &

PURLINS

TOP RAIL

1'-6" DIA MIN

3' -0

" M

IN

S P

A C

E U

N D

E R

F A

B R

IC

2"

M A

X , T

Y P

1.66" OD PIPE

TRUSS ROD

CHAIN LINK FABRIC,

TYP

CHAIN LINK

BANDS, TYP

BRACE BAND

TERMINAL POST

CONCRETE

FOOTING,

TYPICAL

2'

6" M

IN

BARBED WIRE,

TYP

CROWN

CONCRETE

AT POST,

TYP

TOP RAIL

1.66" OD PIPE

TRUSS ROD

CHAIN LINK FABRIC,

TYP

CHAIN LINK

BANDS, TYP

BRACE BAND

TRUSS ROD, TYP

1'-0" DIA MIN

2' -6

" M

IN

3' -0

" M

IN

INTERMEDIATE POST

BARBED WIRE,

TYP

CROWN

CONCRETE

AT POST,

TYP

GATE POST

HINGE

CANE

BOLT

1'-0"

4" M

IN

LOCKING

DEVICE,

VIF

MATCH

EXIST.

INTERMEDIATE POST,

SEE DETAIL A2/A501E, TYP

BARBED WIRE, TYP

CONC.

CONC.

FOOTING,

SEE DETAIL

A2/A501E, TYP

DOUBLE GATE DETAILA3

C4C3 EAVE DETAIL GUTTER DETAIL

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

1 1/2"=1'-0"

0 1' 1' 6"

1 1/2"=1'-0"

1 1/2"=1'-0"

1"=1'-0"

INTERMEDIATE POST DETAILA2 1"=1'-0"

TERMINAL POST DETAILA1 1"=1'-0"

GENERAL SHEET NOTES

1. ALL WORK ON THIS SHEET IS FOR BID OPTION 2.

EXISTING WALL (TYP)

D1

D3

D3

61'-6" 60'-8"

'-0

2'

-1 0"

2'-8" 2'-8"

2' -8

2'

-8

60'-6" 2'-8"

'-0

60'-8"

'-6

'-0

2' -8

2'

-8

'-6

'-0

A-501G A1

TYP

TYP

D2

TYP

D1 D1

AD101G

A2

AD101G

B2

AD101G

A1

AD101G

B1

D4

L1

L2

D1

D1

EXISTING BEAM

D5

TYP

SHEET KEYNOTES

D1. REMOVE EXIST. VINYL SOFFIT INCLUDING ASSOCIATED CHANNELS, VENT

SCREENS AND FASTENERS TO EXPOSE EXIST. VENTED WOOD SOFFIT.

D2. REMOVE EXIST. GUTTER, MTL. FASCIA COVER, DOWNSPOUTS AND SPLASH

BLOCKS.

D3. REMOVE LOUVER INCLUDING ANY ASSOCIATED FLASHING & SHIMS TO

EXPOSE STRUCTURAL JAMB, HEAD AND SILL STRUCTURE.

D4. DISCONNECT & REMOVE LIGHT FIXTURES. PROTECT EXISTING LIGHTING

CIRCUIT FOR REUSE.

D5. REMOVE EXIST. CORRODED MESH AT THE DUCT OPENING (SIZE ± 6" X 12").

D1 EXIST. WOOD SOFFIT WITH

VENTED SLOT TO REMAIND3

D4 D3

32'

1/16"=1'-0"

16'8'0

SOFFIT PLAN - DEMOLITIONA3

LOUVERA2

DAMAGED SOFFITB2LOUVERB1

SOFFITA1

LEGEND

X LOUVER TAG

NOT TO SCALE NOT TO SCALE

NOT TO SCALENOT TO SCALE

1/16"=1'-0"

DEMO EXIST. VINYL SOFFIT

±61'-6" ±60'-8"

±4 4'

-0

±2 '-1

0"

TYP

A-501G

A3

TYP

EXISTING INTERIOR WALL (NIC) TYP

±2'-8" ±2'-8"

±2 '-8

±2

'-8

±60'-6" ±2'-8"

±2 4'

-0

±60'-8"

±2 1'

-6

±2 4'

-0

±2 '-8

±2

'-8

±2 1'

-6 " 3

TYP

TYP

±4 4'

-0

A-501G B1

A-501G B1

L1

L2

A-101G B3

A-101G B1

A-101G C1

A-101G C3

TYP

DSDS

DSDS

DSDS

DS DS

DS DS

DSDS

TYP

±7 '-3

±1 5'

-0

TYP

EXIST. STANDING SEAM METAL

TYP

TYP

EXIST. LOUVER

EXIST. WINDOW, TYP

EXIST. DOOR , TYP

3 3

TYP

±7 '-3

±1 4'

-8

4 2

TYP

TYP

EXIST. DOOR, TYP

EXIST. WINDOW, TYP

EXIST. STANDING SEAM

METAL ROOFEXIST. LOUVER

±7 '-3

±1 4'

-8

TYP

TYP

TYP

EXIST. LOUVER

EXIST.

WINDOW,

TYP EXIST. DOOR, TYP

±7 '-3

±1 5'

-0

TYP

TYP

TYP

TYP

TYP

EXIST. WINDOW, TYP

EXIST. STANDING SEAM METAL ROOFEXIST. LOUVER

33 3

32' 1/16"=1'-0"

16'8'0

SHEET KEYNOTES

1. PROVIDE VENTED METAL SOFFIT PANEL SYSTEM OVER THE EXIST.

WOODEN SOFFIT SUBSTRATE IN ACCORDANCE TO THE FOLLOWING NOTES:

A. BASIS OF DESIGN PRODUCT: PROVIDE 0.032 IN THK ALUMINUM

V-GROOVE-PROFILE METAL SOFFIT PANEL, MODEL E-375 BY ENGLERT

OR APPROVED EQUAL.

A.1 METAL SOFFIT FINISH SHALL BE 3-COAT KYNAR. COLOR TO BE

SELECTED BY COR FROM MANUFACTURER'S FULL RANGE OF

AVAILABLE COLORS.

A.2 WARRANTY ON FINISHES: 20 YEARS

B. SUBMIT DELEGATED DESIGN FOR STRUCTURAL PERFORMANCE OF

METAL PANEL SYSTEM, INCLUDING ANALYSIS DATA SIGNED AND

SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER

RESPONSIBLE FOR THEIR PREPARATION. PROVIDE METAL PANEL

SYSTEMS CAPABLE OF WITHSTANDING THE EFFECTS OF THE

FOLLOWING LOADS, BASED ON TESTING ACCORDING TO ASTM E

1592:

B.1 WIND LOADS

ULTIMATE DESIGN WIND SPEED, VULT: 150 MPH

NOMINAL DESIGN WIND SPEED, VASD: 116 MPH

RISK CATEGORY: II

WIND EXPOSURE CATEGORY: D

INTERNAL PRESSURE COEFFICIENT: ±0.18

B.2 OTHER LOADS: SELF-WEIGHT OF THE METAL PANEL SYSTEM AND

FRAMING IT SUPPORTS

B.3 DEFLECTION LIMITS: FOR WIND LOADS, NO GREATER THAN 1/240.

C. SUBMIT PRODUCT DATA AND SHOP DRAWINGS FOR MTL SOFFIT SYSTEM.

2. PROVIDE SHEET MTL. GUTTER (STYLE-A, SIZE 6"X6") AND SHEET MTL.

FASCIA COVER; COLOR TO MATCH W/ EXISTING METAL. LIFT EXIST. EAVE

FLASHING TO ALLOW NEW GUTTER & FASCIA COVER INSTALLATIONS,

RESTORE EAVE FLASHING, SECURE AND SEAL WATERTIGHT.

3. PROVIDE DOWNSPOUT (± 4" W X 4" D) W/ PRECAST CONC SPLASH BLOCK

(SIZE 12" X 24") AT THE SPACING NOT TO EXCEED 40 FEET; DOWNSPOUT

COLOR TO MATCH W/ EXISTING. FIELD VERIFY DOWNSPOUT LOCATION TO

CLEAR ANY WALL OPENINGS.

4. PROVIDE WIND DRIVEN RAIN RESISTANT STATIONARY LOUVER. SEE

LOUVER SCHEDULE ON DRAWING A-501G.

5. PROVIDE 6" ROUND LED RECESSED DOWNLIGHT 3500 K COLOR

TEMPERATURE, 2000 LUMEN WET LOCATION LISTED AT ALL ORIGINAL

LOCATIONS, FIELD VERIFY. MATCH EXIST. FIXTURE FINISH. UTILIZE

EXISTING LIGHTING CIRCUIT.

6. REMOVE EXIST. ABANDONED FOUR (4) WALL ANCHORS (± 1-INCH DIA.) AND

PATCH HOLES IN THE WALL WITH BACKER ROD & SEALANT. INVESTIGATE

ENTIRE EXTERIOR WALLS FOR ANY OTHER HOLES AND PATCH W/ BACKER

ROD & SEALANT.

ESTIMATED QUANTITY: HOLE SURFACE AREA = ± 50 SQ. IN.

7. SEAL GAP (± 1/4 INCH WIDE) AROUND THE PIPE PENETRATIONS WITH

BACKER ROD AND SEALANT. INVESTIGATE ENTIRE EXTERIOR WALLS FOR

ANY OTHER PENETRATIONS WITH GAP AND PATCH WITH BACKER ROD AND

SEALANT.

ESTIMATED QUANTITY: GAP LENGTH = ± 5 LF

8. UNIT PRICE NO. 6: REPAIR CRACKS 1/32-INCH TO 1/8-INCH WIDE IN STUCCO

AS PER THE FOLLOWING METHOD:

A. REMOVE ALL LOOSE MATERIAL AND CLEAN THE CRACK.

B. APPLY COMPATIBLE BRUSH GRADE PATCH COMPOUND DIRECTLY OVER

THE CRACK AND FEATHER OUT A MINIMUM OF 4-INCH ON EACH SIDE.

BASIS OF DESIGN PRODUCT: 5100 PLASTIFLEX® ELASTOMERIC

ADHESIVE CAULK BY SCOTT PAINT.

INVESTIGATE ENTIRE EXTERIOR WALLS FOR ALL SUCH CRACK LOCATIONS

AND REPAIR AS ABOVE.

ESTIMATED QUANTITY: CRACK LENGTH = ± 200 LF.

9. UNIT PRICE NO. 7: REPAIR CRACKS 1/8-INCH TO 1/4-INCH WIDE IN STUCCO

AS PER THE FOLLOWING METHOD:

A. GRIND OUT CRACK TO A MIN 1/4-INCH WIDE BY 1/4 IN DEEP GROOVE.

B. REMOVE ALL LOOSE MATERIAL AND CLEAN THE CRACK.

C. FILL GROOVE WITH COMPATIBLE KNIFE GRADE PATCH COMPOUND.

D. BRIDGE CRACK WITH COMPATIBLE BRUSH GRADE PATCH COMPOUND.

APPLY AT APPROXIMATELY 1/4-INCH THICKNESS OVER THE CRACK AND

FEATHER OUT A MINIMUM OF 4-INCH ON EACH SIDE..

BASIS OF DESIGN PRODUCT: 5200 PLASTIFLEX® ELASTOMERIC PATCHING

COMPOUND BY SCOTT PAINT.

INVESTIGATE ENTIRE EXTERIOR WALLS FOR ALL SUCH CRACK LOCATIONS

AND REPAIR AS ABOVE.

ESTIMATED QUANTITY: CRACK LENGTH = ± 100 LF

10. REMOVE EXIST. DETERIORATED SEALANT AND ANY LOOSE MATERIALS

FROM THE VERTICAL JOINTS (± 1/4" WIDE) AT ALL EXTERIOR WALL TO WALL

CORNERS. CLEAN THE JOINT, PRIME JOINT EDGES AND PROVIDE BACKER

ROD AND SEALANT.

ESTIMATED QUANTITY: JOINT LENGTH = ± 40 LF

11. UPON COMPLETION OF MISC. WALL REPAIR AS AS PER NOTES #6 TO #10

ABOVE, CLEAN ENTIRE WALL SURFACE TO REMOVE ALL CHALK DIRT, DUST,

LOOSE COATINGS AND OTHER FOREIGN MATERIALS. PREPARE SURFACE

AND PROVIDE COMPATIBLE PRIMER AND WATERPROOF ELASTOMERIC

COATING OVER THE ENTIRE EXTERIOR WALL.

BASIS OF DESIGN PRODUCT: WEATHERPRIME & WEATHERLASTIC SMOOTH

COATING BY DRYVIT.

12. PROVIDE ALUMINUM LOUVERED GRILLE (SIZE ± 6"X12" VIF) AT EXIST. DUCT

OPENING IN THE SOFFIT. REWORK DUCT FLANGE AS PER MANUFACTURER

RECOMMENDATION. BASIS OF DESIGN: PROVIDE 350 FL BY TITUS.

±40'-0"

±40'-2"

SOFFIT PLAN - NEW WORKA1

WEST ELEVATIONB3NORTH ELEVATIONB1

SOUTH ELEVATIONC1 EAST ELEVATIONC3

LEGEND

X

WATERPROOF ELASTOMERIC

COATING OVER EXIST. STUCCO

METAL SOFFIT

LOUVER TAG

GENERAL SHEET NOTES

1. CONTRACTOR SHALL INSPECT THE BUILDING FACADES TO CONFIRM THE

TYPES AND LOCATIONS OF THE REPAIR WORK INDICATED IN THE PLAN AND

ELEVATIONS. ANY DISCREPANCIES AND DIFFERING WORK DISCOVERED

SHALL BE BROUGHT TO ATTENTION OF THE OWNER PRIOR TO THE

COMMENCEMENT OF THE WORK.

2. CONTRACTOR SHALL INSPECT THE BUILDING FACADE TO CONFIRM THE

ESTIMATED QUANTITIES PROVIDED BELOW IN NOTE #6 TO NOTE #10. ANY

DISCREPANCIES SHALL BE BROUGHT TO ATTENTION OF THE OWNER PRIOR

TO THE COMMENCEMENT OF THE WORK.

3. PROVIDE BASIS OF DESIGN PRODUCT OR APPROVED EQUAL W/

MANUFATURER'S STANDARD WARRANTY UNO.

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

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

1/16"=1'-0"

DS DOWNSPOUT W/ SPLASH BLOCK

GENERAL SHEET NOTES

1. CONTRACTOR SHALL INSPECT THE BUILDING FACADES TO CONFIRM THE

TYPES AND LOCATIONS OF THE REPAIR WORK INDICATED IN THE PLAN AND

ELEVATIONS. ANY DISCREPANCIES AND DIFFERING WORK DISCOVERED

SHALL BE BROUGHT TO ATTENTION OF THE C.O.R. PRIOR TO THE

COMMENCEMENT OF THE WORK.

2. PROVIDE BASIS OF DESIGN PRODUCT OR APPROVED EQUAL W/

MANUFATURER'S STANDARD WARRANTY UNO.

3. FOLLOWING WORK SHALL BE ACCOMPLISHED UNDER UNIT PRICING:

3.1. UNIT PRICE NO. 2: REPLACE DAMAGED DIMENSIONAL LUMBER:

REMOVE DAMAGED DIMENSIONAL LUMBER WHICH IS INDICATED TO

REMAIN, AND FOUND TO BE DETERIORATED UPON UNCOVERING DURING

DEMOLITION. REPLACE WITH NEW DIMENSIONAL LUMBER TO MATCH

EXIST. THICKNESS/SIZE.

ESTIMATED QUANTITY: INCLUDE 60 BOARD FOOT OF DIMENSIONAL

LUMBER REPLACEMENT IN THE BASE BID.

3.2. UNIT PRICE NO. 6: REPAIR CRACKS 1/32-INCH TO 1/8-INCH WIDE IN STUCCO:

SEE KEY NOTE # 8 ON SHEET FOR REPAIR METHOD AND ESTIMATED

QUANTITY.

3.3. UNIT PRICE NO. 7: REPAIR CRACKS 1/32-INCH TO 1/8-INCH WIDE IN STUCCO:

SEE KEY NOTE # 9 ON SHEET FOR REPAIR METHOD AND ESTIMATED

QUANTITY.

REMOVE EXIST. VINYL SOFFIT

INCLUDING CHANNELS, AND

FASTENERS TO EXPOSE WOOD

SOFFIT

EXIST STANDING SEAM METAL ROOF TO REMAIN, TYP

REMOVE EXIST SHEET

METAL FASCIA COVER

EXIST. WOOD SOFFIT TO

REMAIN

REMOVE EXIST. MTL CHANNEL AND

ABANDONED SCREEN (TYP)

EXIST MASONRY WALL W/ STUCCO

FINISH (TYP)

REMOVE EXIST. GUTTER

LIFT EAVE FLASHING TO ALLOW

GUTTER & FASCIA INSTALLATION

EXIST. FASCIA WOOD BOARD

TO REMAIN

REMOVE EXIST. DOWNSPOUT

AND SPLASH BLOCK, TYP

EXIST. EXTERIOR GRADE, TYP

EXIST. WALL BEHIND, TYP

VENTED METAL SOFFIT

INCLUDING SUPPORT

CHANNELS, FURRINGS &

FASTENERS

EXIST. STANDING SEAM METAL ROOF, TYP

EXIST. VENTED WOOD SOFFIT,

FIELD VERIFY, RE-FASTEN /

SECURE TO EXIST. ROOF

JOISTS IF LOOSE, TYP

PROVIDE SEALANT (TYP)

EXIST MASONRY WALL W/ STUCCO

FINISH (TYP)

PROVIDE GUTTERS

SMACNA STYLE A

(SIZE 6"X6")

SHEET METAL FASCIA

COVER

PATCH & FINISH EXIST. STUCCO IF

DAMAGED DUE TO SOFFIT

REPLACEMENT WORK; MATCH W/

EXTERIOR STUCCO FINISH

PROVIDE CONT. SOFFIT

J-CHANNELS W/ MTL FURRINGS

AT THE SOFFIT PERIMETER (TYP)

PROVIDE

INTERMEDIATE

FURRING TO SUPPORT

THE SOFFIT PANELS AT

THE CENTER (TYP)

PROVIDE CONT. SOFFIT

J-CHANNELS W/ MTL FURRINGS

AT THE SOFFIT PERIMETER (TYP)

EXIST. FASCIA WOOD BOARD

TYP

4" THK PLYWOOD ATTACHED TO

EXIST. SOFFIT FRAMING / JOISTS

+/- 6"

" V

IF

SHEET MTL DOWNSPOUT

SIZE(4" X4") SECURED TO THE

WALL, TYP

EXIST. WALL BEHIND, TYP

PRECAST CONC SPLASH

BLOCK (SIZE 12" X 24"),

PROVIDE UNDER EACH

DOWNSPOUT, TYP

EXIST. WALL W/ STUCCO

FINISH, TYP; FIELD VERIFY

EXIST. HEAD, JAMB &

SILL CONSTRUCTION; PATCH

& FINISH ANY DAMAGE

TO THE STUCCO WALL DUE TO THE

LOUVER REPLACEMENT TO MATCH W/

EXIST. STUCCO FINISH; REPLACE

ANY EXIST. DETERIORATED WOOD

DISCOVERED AT HEAD, JAMB OR SILL

UNDER THE UNIT PRICE #2, TYP

FLANGE MOUNT WIND DRIVEN

RAIN RESISTANT STATIONARY

LOUVER; BLADE PROFILE AS

PER SCHEDULED PRODUCT

FASTENERS, AS PER

MANUFACTURER'S

REQUIREMENT, TYP

SEALANT, ALL AROUND

PERIMETER, TYP

RECONNECT TO EXIST.

MECH. DUCT / FAN, VIF

BIRD-SCREEN

1 1/2"=1'-0" 0 1' 1' 6"

SOFFIT DETAIL - NEW WORKA3

SOFFIT DETAIL - DEMOLITIONA1

LOUVER SCHEDULE

LOUVER TYPE WIDTH HEIGHT REMARKS

L1

L2

± 3'-6" VIF ± 3'-6" VIF

± 4'-0" VIF ± 2'-6" VIF

1, 2, 3, 4

LOUVER DETAIL NEW WORKB1

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

1 1/2"=1'-0"

MATERIAL FINISH

MANUFACTURER MODEL

FREE AREA FRAME

AL KYNAR RUSKIN EME420MD 40% MIN. INTEGRAL FLANGE

REMARKS:

1. PROVIDE 20 YEAR FINISH WARRANTY.

2. COLOR SHALL MATCH EXISTING.

3. LOUVER SHALL BE MIAMI-DADE COUNTY APPROVED FOR HIGH WINDLOAD (±120 PSF) AND MISSILE IMPACT

RESISTANCE.

4. SUBMIT LOUVER PRODUCT DATA AND SHOP DRAWING.

1, 2, 3, 4AL KYNAR RUSKIN EME420MD 40% MIN. INTEGRAL FLANGE

BASIS OF DESIGN

10X8

12X10

10X8

10X8

16X8

14X12

14X12

12X6 12X6

14X12

10X8

10X8

10X8

30X12

12X8

12X8

16X8 12X8

8X8

20X8 16X12

24X1210X6

10X8

8X8

8X8

10X810X8

16X8

10X8

12X4 12X4

14X12

24X12

16X10

12X8 10X8

10X8

12X8

10X8

12X8

8X8

16X12 16X8

8X8

8X8

12X8

16X10

± 24'-0"

3' -0

± 24'-0"

± 29'-4" ± 27'-4"

± 27'-4"

'-4

± 29'-4"

D6

TYP

D7

D7

TYP

TYP

D7

TYP

D7

TYP

EXIST. EXT. DOOR (TYP)

EXIST. EXT. WALL (TYP)

EXIST. WINDOW (TYP)

EXIST. SOFFIT (TYP)

EXIST. MECHANICAL DUCT INSIDE

THE ATTIC (TYP)

EXIST. DUCT SIZE IN INCH (TYP)

EXIST. SMOKE

BARRIER TO THE

UNDERSIDE OF

THE PLYWOD ROOF

DECK (TYP)

EXIST. ATTIC WOOD JOISTS

AT 24" O.C. (TYP)

EXIST. MECH

EQUIPMENT (TYP)

± 3'-4"

± 3'-4"

'-8

'-8

± 3'-4"

± 3'-4" ± 3'-4"

ATTIC ACCESS

THROUGH CEILING

(± 24" X 24" VIF)

± 31'-8"

4' -4

± 26'-0" ± 34'-6"

6' -0

'-8

± 35'-0"

1' -4

9' -0

± 25'-0"

TYP

P

V

V

GN

EF

EF

D1

L

L

L

L

L

L

L L

PP

P

V

D5

D4

TYP

TYP

D2

D2

D2

D2

± 30'-8"

EXIST. EXT. WALL

BELOW (TYP)

EXIST.

ROOF

SLOPE

± 4:12 VIF

(TYP)

AD101H

C1

DS

D3

D1

D3

AD101H

C2

TYP

A-501H

C1

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

D1. REMOVE EXIST. ASPHALT SHINGLES INCLUDING UNDERLAYMENT, ASSOCIATED FLASHING

AND LIGHTNING PROTECTION DOWN TO THE EXIST. PLYWOOD DECK TO REMAIN.

D2. REMOVE EXIST. GUTTER INCLUDING DOWNSPOUTS, SPLASH BLOCKS & FASCIA METAL COVER.

D3. REMOVE EXIST. CORRODED GOOSENECK AND ROOF VENT. PROTECT DUCT OPENING TO

RECEIVE NEW GOOSENECK AND VENTS.

D4. EXIST. VENT PIPE SHALL REMAIN; REMOVE FLASHING.

D5. DISCONNECT, REMOVE AND SALVAGE EXIST. EXHAUST FAN FOR REUSE. PROTECT EXISTING

CIRCUIT AND DUCT / OPENING FOR REUSE.

D6. REMOVE EXIST. BATT INSULATION COMPLETELY FROM THE ENTIRE ATTIC AREA. WORK

CAREFULLY IN THE ATTIC AREA AND PROTECT EXIST. CONSTRUCTION TO REMAIN INCLUDING

BUT NOT LIMITED TO THE GYP BOARD CEILING, SMOKE BARRIER, MECHANICAL DUCTS,

PIPING, CONDUITS AND LIGHTING:

A. DURING THE REMOVAL OF INSULATION, INTERIOR SPACES UNDER THE CEILING SHALL BE

PROTECTED FROM ANY INSULATION DUST. AFTER INSULATION IS REMOVED, VACUUM

ENTIRE ATTIC AREA USING HEPA FILTERED INDUSTRIAL VACUUM TO REMOVE ANY

INSULATION DUST FROM THE ATTIC.

B. INSULATION SHALL BE REMOVED DIRECTLY TO THE OUTSIDE THROUGH THE ROOF;

REMOVE EXIST. PLYWOOD ROOF DECK FROM JOIST TO JOIST ONLY AS REQUIRED TO

REMOVE ATTIC INSULATION; CLOSE THE OPENING WITH NEW PLYWOOD SHEATHING IN

THICKNESS TO MATCH EXISTING (5/8" VIF).

D7. EXIST. METAL SOFFIT SHALL REMAIN. PROTECT EXIST. METAL SOFFIT AND SECURE IN

PLACE DURING THE ROOF REPLACEMENT WORK.

SHEET KEYNOTESGENERAL SHEET NOTES

1. MECHANICAL DUCT LAYOUT AS SHOWN IN THE ATTIC PLAN IS BASED ON THE

RECORD DRAWINGS AND INCLUDED HERE TO SHOW AVAILABLE SPACE INSIDE

THE ATTIC FOR ACCOMPLISHING THE PROPOSED WORK. ACTUAL CONDITION

INSIDE THE ATTIC MAY VARY; FIELD VERIFY.

1/8"=1'-0" 16'8'4'0

ROOF PLAN - DEMOA1 ATTIC PLAN - BATT INSULATION DEMOA3

EXHAUST FANC1 ROOF & PIPE VENTC2

LEGEND

ASPHALT SHINGLES

METAL SOFFIT

BATT INSULATION

D4

1/8"=1'-0"

NOT TO SCALE NOT TO SCALE

1/8"=1'-0"

GOOSE NECK

ROOF VENT

VENT PIPE

EXHAUST FAN

DOWNSPOUT W/ SPLASH BLOCK

LIGHTNING PROTECTION

/ GN

/ V

/ P

/ EF

/ DS

/ L

D5 D3

±31'-8"

±7 4'

-4

±56'-8" ±34'-6"

±1 6'

-0

±1

'-8

±35'-0"

±6 1'

-4

±4 9'

-0

±25'-0"

TYP

A-201H B1

A-201H A1

A-201H C1

A-201H B2

P

V

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

V

V

GN

EF

EF

PP

P

V

EXIST. EXT. WALL

BELOW (TYP)

EXIST.

ROOF

SLOPE

± 4:12 VIF

(TYP) TYP

A-102H A3

S

LO

P E

D O

W N

SLOPE

DOWN

SLOPE

DOWN

SLOPE

DOWN

S

LO

P E

D O

W

N TYP

A-501H C3

TYP

A-501H

B3

TYP

A-501H

B1

TYP

A-501H

B1

TYP

A-501H

B1

TYP

A-501H

B2

TYP

A-501H

A1

TYP

A-501H

A1

TYP

A-501H

A1

TYP

A-501H

A1

TYP

A-501H

B3

TYP

A-501H

C3

TYP

A-501H C3

EXPANSION

JOINT, TYP

EXPANSION

JOINT, TYP

TYP

A-501H

A2

TYP

A-501H

A2

EXIST. SMOKE BARRIER TO THE

UNDERSIDE OF ROOF DECK

EXIST. MECHANICAL

DUCT, SEE

A3/AD101H FOR

EXIST. DUCT

LAYOUT, VIF

GYP BOARD CEILING

TYP

9'

-0 " V

IF

TR

U S

S B

E A

R

IN

G

± 4:12 ± 4:12

TYP

TYP

TYP

TYP

1/8"=1'-0"

16'8'4'0

TYP SECTION

ROOF PLAN

A3

A1

1. PROVIDE STANDING SEAM METAL ROOFING SYSTEM INCLUDING UNDERLAYMENT, AND

ASSOCIATED FLASHING. SEE ROOF DETAILS ON SHEET A-501H.

2. PROVIDE SHEET MTL. GUTTER (STYLE-A, SIZE 6"X6") AND SHEET MTL. FASCIA COVER;

COLOR TO MATCH W/ EXISTING METAL. LIFT EXIST. EAVE FLASHING TO ALLOW NEW

GUTTER & FASCIA COVER INSTALLATIONS, RESTORE EAVE FLASHING, SECURE AND SEAL

WATERTIGHT.

3. PROVIDE DOWNSPOUT (± 4" W X 4" D) W/ PRECAST CONC SPLASH BLOCK (SIZE 12" X 24")

AT THE SPACING NOT TO EXCEED 40 FEET; DOWNSPOUT COLOR TO MATCH W/ EXISTING.

FIELD VERIFY DOWNSPOUT LOCATION TO CLEAR ANY WALL OPENINGS.

4. PROVIDE GALVANIZED STL GOOSENECK AND ROOF VENTS OVER PRE-MANUFACTURED

SHEET METAL CURB AT THE EXIST. GOOSENECK / ROOF VENT LOCATIONS. UTILIZE EXIST.

DUCT (SIZE ± 8" X 8" VIF), EXTEND / ADJUST EXIST. DUCT AS REQUIRED TO

ACCOMMODATE NEW CURB HT.

5. REINSTALL THE EXIST. SALVAGED EXHAUST FAN OVER PRE-MANUFACTURED SHEET

METAL CURB AT THE EXIST. EXHAUST FAN LOCATION. UTILIZE EXISTING EXIST. DUCT

(SIZE ± 10" X 10" VIF) AND FAN CIRCUIT; EXTEND OR ADJUST DUCT AND CIRCUIT AS

REQUIRED TO ACCOMMODATE NEW CURB HT.

6. CLOSE RIDGE, SOFFIT, DORMER VENTS AND PROVIDE R-25 OPEN CELL SPRAY FOAM

INSULATION AT THE UNDERSIDE OF THE ENTIRE ROOF DECK AND WALL ABOVE THE

CEILING TO CREATE UN-VENTED ATTIC W/ CONT. THERMAL ENVELOP AT THE UNDERSIDE

OF THE ROOF DECK. WORK CAREFULLY INSIDE THE ATTIC AND PROTECT EXIST. CEILING,

MECHANICAL DUCTS, UTILITIES AND OTHER CONSTRUCTION TO REMAIN.

7. PROVIDE CONT. EXPANSION JOINT IN MTL. ROOF, GUTTER AND FASCIA COVER AT THE

EXIST. ± 1-IN WIDE EXPANSION JOINT LOCATION. COMPLY W/ SMACNA STANDARD FOR

INSTALLING EXPANSION JOINT IN SHEET METAL.

SHEET KEYNOTES

1/8"=1'-0"

LEGEND

GOOSE NECK

ROOF VENT

VENT PIPE

EXHAUST FAN

DOWNSPOUT W/ SPLASH BLOCK

/ GN

/ V

/ P

/ EF

/ DS

1/8"=1'-0"

STANDING SEAM METAL ROOF

GENERAL SHEET NOTES

1. FOLLOWING WORK SHALL BE ACCOMPLISHED UNDER UNIT PRICING:

1.1. UNIT PRICE NO. 1: REMOVE EXISTING PLYWOOD DECKING THAT IS FOUND TO

BE DETERIORATED DURING CONSTRUCTION TO THE CLOSEST RAFTER

CENTERLINE ON EITHER SIDE OF THE DAMAGED AREA. PROVIDE PLYWOOD

ROOF SHEATHING TO MATCH DECK THICKNESS (5/8" THICK VIF), ATTACH TO

WOOD FRAMING AS PER EXPOSED CONDITIONS.

ESTIMATED QUANTITY: INCLUDE 600 SF OF PLYWOOD SHEATHING

REPLACEMENT IN THE BASE BID.

1.2. UNIT PRICE NO. 2: REPLACE DAMAGED DIMENSIONAL LUMBER:

REMOVE EXISTING DIMENSIONAL LUMBER THAT IS FOUND TO BE

DETERIORATED DURING CONSTRUCTION. REPLACE WITH NEW DIMENSIONAL

LUMBER TO MATCH EXIST. THICKNESS/SIZE.

ESTIMATED QUANTITY: INCLUDE 60 BOARD FOOT OF DIMENSIONAL

LUMBER REPLACEMENT IN THE BASE BID.

±7 '-0

D2 8

STANDING SEAM MTL ROOF, TYP

±3

'-8

±18'-0"

±1 3'

-9

EXIST.

WINDOW,

TYP

EXIST. STOREFRONT, TYP

EXPANSION JOINT

TYP

TYP

CONTROL JOINT, TYP

DOWNSPOUT & SPLASH BLOCK, TYP

GUTTER, TYP

±7 '-0

7 410

EXIST.

WINDOW,

TYP

EXIST.

WINDOW,

TYP

STANDING SEAM

MTL ROOF, TYPTYPTYP

TYP

TYP

CONTROL JOINT, TYP

DOWNSPOUT &

SPLASH BLOCK, TYP

GUTTER, TYP

±7 '-0

6 5

6 56 5

EXIST. LOUVER

± 8'-0"

EXIST. LOUVER

± 8'-0"

EXIST. DOOR, TYP EXIST. DOOR, TYP

STANDING SEAM MTL ROOF, TYP

TYP

CONTROL JOINT, TYP

TYP TYP

TYP

TYP

TYPTYPTYPTYPTYPTYPTYP

DOWNSPOUT &

SPLASH BLOCK, TYP

GUTTER, TYP

±7 '-0

"±1 2'

-2

957 7

EXIST. LOUVER

± 8'-0"

EXIST. DOOR, TYP

EXIST. LOUVER

EXIST.

WINDOW,

TYP

STANDING SEAM MTL ROOF, TYP

EXPANSION JOINT

TYP

TYP TYP

TYP

TYP

CONTROL JOINT, TYP

GUTTER, TYP

±1 8'

-0

±27'-4"

12 D1 A-201H

C3

TYP

A501H A3

D2A-201H B3

8'

-6 " V

IF

3'

-0 " V

IF

± 5' - 0" VIF

D1

EXIST. CEILING, TYP

EXIST. WINDOW, TYP

SHEET KEYNOTES

D1. REMOVE EXISTING WATER DAMAGED SECTION OF GYPSUM WALL BOARD

INCUDING FURRING, RIGID INSULATION AND VINYL BASE. SEE ELEC. FOR

HANDLING OF EXIST. CONDUIT AT THE DAMAGED AREA.

D2. REMOVE EXIST. WATER DAMAGED STUCCO DOWN TO THE CMU TO REMAIN.

INTERIOR DRYWALL REPAIR NOTES:

1. PROVIDE 5/8" THK GYPSUM WALL BOARD INCLUDING Z-FURRING, RIGID

INSULATION AND VINYL BASE.

2. PREPARE SURFACE AND PAINT THE ENTIRE WALL FROM CORNER TO

CORNER TO MATCH EXIST. COLOR AND FINISH.

3. SEE C1/E-101H FOR ELECTRICAL WORK REQ'D.

EXTERIOR STUCCO REPAIR NOTES

4. SEAL GAP (± 1/4 INCH WIDE) AROUND THE PIPE PENETRATIONS WITH

BACKER ROD AND SEALANT. INVESTIGATE ENTIRE EXTERIOR WALLS FOR

ANY OTHER PENETRATIONS WITH GAP AND PATCH WITH BACKER ROD AND

SEALANT.

ESTIMATED QUANTITY: GAP LENGTH = ± 5 LF

5. UNIT PRICE NO. 6: CRACKS 1/32-INCH TO 1/8-INCH WIDE IN STUCCO:

A. REMOVE ALL LOOSE MATERIAL AND CLEAN THE CRACK.

B. APPLY COMPATIBLE BRUSH GRADE PATCH COMPOUND DIRECTLY OVER

THE CRACK AND FEATHER OUT A MINIMUM OF 4-INCH ON EACH SIDE.

BASIS OF DESIGN PRODUCT: 5100 PLASTIFLEX® ELASTOMERIC

ADHESIVE CAULK BY SCOTT PAINT.

INVESTIGATE ENTIRE EXTERIOR WALLS FOR ALL SUCH CRACK LOCATIONS

AND REPAIR AS ABOVE.

ESTIMATED QUANTITY: CRACK LENGTH = ± 200 LF.

6. UNIT PRICE NO. 7: FOR CRACKS 1/8-INCH TO 1/4-INCH WIDE IN STUCCO:

A. GRIND OUT CRACK TO A MIN 1/4-INCH WIDE BY 1/4 IN DEEP GROOVE.

B. REMOVE ALL LOOSE MATERIAL AND CLEAN THE CRACK.

C. FILL GROOVE WITH COMPATIBLE KNIFE GRADE PATCH COMPOUND.

D. BRIDGE CRACK WITH COMPATIBLE BRUSH GRADE PATCH COMPOUND.

APPLY AT APPROXIMATELY 1/4-INCH THICKNESS OVER THE CRACK AND

FEATHER OUT A MINIMUM OF 4-INCH ON EACH SIDE.

BASIS OF DESIGN PRODUCT: 5200 PLASTIFLEX® ELASTOMERIC

PATCHING COMPOUND BY SCOTT PAINT.

INVESTIGATE ENTIRE EXTERIOR WALLS FOR ALL SUCH CRACK LOCATIONS

AND REPAIR AS ABOVE.

ESTIMATED QUANTITY: CRACK LENGTH = ± 75 LF

7. REMOVE EXIST. DETERIORATED SEALANT AND ANY LOOSE MATERIALS

FROM ALL EXTERIOR CORNERS(± 1/4" WIDE), CONTROL JOINTS (± 1/2" WIDE)

& EXPANSION JOINTS ( ±1" WIDE) . CLEAN THE JOINT, PRIME JOINT EDGES

AND PROVIDE BACKER ROD AND SEALANT.

ESTIMATED QUANTITY: JOINT LENGTH = ± 40 LF

8. PROVIDE STUCCO FINISH SYSTEM INCLUDING COMPATIBLE BONDING

AGENT AND FIBERGLASS REINFORCED CEMENT PLASTER IN THICKNESS

TO MATCH EXIST (± 1/2" VIF).

BASIS OF DESIGN PRODUCT: COMMERCIAL CEMENT PLASTER (CCP) 1 BY

DRYVIT.

9. REPAIR STUCCO SPALL AS PER THE FOLLOWING METHOD:

A. REMOVE LOOSE STUCCO DOWN TO THE CMU SUBSTRATE.

B. CLEAN AREA AND PATCH WITH COMPATIBLE BONDING AGENT AND

CEMENT PLASTER.

BASIS OF DESIGN PRODUCT: COMMERCIAL CEMENT PLASTER (CCP) 1 BY

DRYVIT.

ESTIMATED QUANTITY: STUCCO SPALL AREA = ± 6 SF

10. UPON COMPLETION OF MISC. WALL REPAIR AS AS PER NOTES #4 TO #10

ABOVE, CLEAN ENTIRE WALL SURFACE TO REMOVE ALL CHALK DIRT, DUST,

LOOSE COATINGS AND OTHER FOREIGN MATERIALS. PREPARE SURFACE

AND PROVIDE COMPATIBLE PRIMER AND WATERPROOF ELASTOMERIC

COATING OVER THE ENTIRE EXTERIOR WALL.

BASIS OF DESIGN PRODUCT: WEATHERPRIME & WEATHERLASTIC SMOOTH

COATING BY DRYVIT.

11. PROVIDE 0.05-IN THK PREFINISHED ALUMINUM SHEET MTL BLANK-OFF

PANEL AT ALL ATTIC LOUVERS PRIOR TO SPRAY FOAM APPLICATION INSIDE

THE CEILING SPACE. ATTACH BLANK-OFF PANEL TO THE LOUVER WITH

MANUFACTURER RECOMMENDED CLIPS AND FASTENERS. COLOR TO

MATCH EXIST. LOUVER.

1/8"=1'-0"

16'8'4'0

A1 NORTH ELEVATION

B2 SOUTH ELEVATION

B1 WEST ELEVATION

C1 EAST ELEVATION

DRYWALL REPAIR - PART PLANA3

DRYWALL REPAIR - ELEVATIONB3

D1

PHOTO- DRYWALL REPAIRC3

1/8"=1'-0"

1/8"=1'-0"

1/4"=1'-0"

1/8"=1'-0"

1/8"=1'-0"

8'4'0 2'

1/8"=1'-0"

1/4"=1'-0"

NOT TO SCALE

GENERAL SHEET NOTES

1. CONTRACTOR SHALL INSPECT THE BUILDING FACADES TO CONFIRM THE

TYPES AND LOCATIONS OF THE REPAIR WORK INDICATED IN THE PLAN

AND ELEVATIONS. ANY DISCREPANCIES AND DIFFERING WORK

DISCOVERED SHALL BE BROUGHT TO ATTENTION OF THE C.O.R. PRIOR TO

THE COMMENCEMENT OF THE WORK.

2. PROVIDE BASIS OF DESIGN PRODUCT OR APPROVED EQUAL W/

MANUFATURER'S STANDARD WARRANTY UNO.

3. FOLLOWING WORK SHALL BE ACCOMPLISHED UNDER UNIT PRICING:

3.1. UNIT PRICE NO. 6: REPAIR CRACKS 1/32-INCH TO 1/8-INCH WIDE IN

STUCCO: SEE KEY NOTE # 5 ON SHEET FOR REPAIR METHOD AND

ESTIMATED QUANTITY.

3.2. UNIT PRICE NO. 7: REPAIR CRACKS 1/32-INCH TO 1/8-INCH WIDE IN

STUCCO: SEE KEY NOTE # 6 ON SHEET FOR REPAIR METHOD AND

ESTIMATED QUANTITY.

EXIST. MTL SOFFIT TO REMAIN

REMOVE ASPHALT SHINGLES

INCLUDING UNDERLAYMENT

AND ASSOCIATED FLASHING TO

EXPOSE EXIST. PLYWOOD DECK TYP

REMOVE EXIST SHEET

METAL FASCIA COVER

EXIST MASONRY WALL W/ STUCCO

FINISH TO REMAIN (TYP)

REMOVE EXIST. GUTTER INCLUDING

DOWNSPOUTS AND SPLASH BLOCKS.

EXIST. MTL SOFFIT TO REMAIN,

FIELD VERIFY, RE-FASTEN /

SECURE TO EXIST. STRUC IF

LOOSE, TYP

PROVIDE SEALANT (TYP)

EXIST MASONRY WALL W/ STUCCO

FINISH (TYP)

PROVIDE GUTTERS

SMACNA STYLE A (SIZE

6"X6") & DOWNSPOUTS

(SIZE 4"X4"). RE-SECURE

EAVE FLASHING & SEAL

JOINTS

SHEET METAL FASCIA

COVER

REPAIR STUCCO AS SCHEDULED, TYP

PROVIDE 5/8" THK PLYWOOD

BETWEEN EXIST. ROOF JOISTS

ALL AROUND EAVE PERIMETER

TO CLOSE-OFF VENT, TYP

EXIST. FASCIA WOOD BOARD

R-25 SPRAY-FOAM INSULATION

EXIS…