A 15 Attachment 3 ZQEL 24-0004 Drawings.pdf

DYNOTEC

100% FINAL SUBMISSION

2931 E Dublin-Granville Rd Suite 200

Columbus, OH 43231 Main: 614.880.7320 | Fax: 614.880.7324

PREPARED FOR:

DEPARTMENT OF THE U.S. AIR FORCE

HEADQUARTERS, 910TH AIRLIFT WING (AFRC)

YOUNGSTOWN AIR RESERVE STATION

VIENNA OH 44473-5937

PROJECT NO. ZQEL 24-0004

CONVERT CORROSION CONTROL

B302/ COMPOSITE SHOP

VICINITY MAP PARTIAL BASE PLAN

N N

PROJECT LOCATION

BASE CONTRACTING

MAIN GATE

BASE CIVIL ENGINEER

BASE LOCATION

GOVERNMENT SIGNATURE BLOCK

CHIEF, ENGINEERING DIVISION DATE

CHIEF, DESIGN BRANCH

PROJECT ENGINEER

DATE

DATE

APPROVED BY

REVIEWED BY

PREPARED BY:

ARCHITECT & STRUCTURAL ENGINEER

CONCRETE

BRICK

CONCRETE MASONRY

(VARIES REFER TO PARTITION SCHEDULE)

STONE

STEEL OR METAL

WOOD, FINISH

WOOD, FRAMING

WOOD, BLOCKING, INTERRUPTED MEMBER

PLYWOOD, EDGE

GLASS

ACOUSTIC TILE

GYPSUM BOARD

BATT INSULATION

RIGID INSULATION / E.I.F.S.

CERAMIC TILE

EXISTING CONSTRUCTION TO REMAIN

NOTE: MATERIALS SHOWN ARE FOR WALL SECTIONS AND/OR LARGE SCALE

DETAILS ONLY. PATTERNS FOR SMALLER SCALE PLANS AND/OR ELEVATIONS

MAY VARY. REFER TO INDIVIDUAL LEGENDS AND/OR SCHEDULES FOR

VARIATIONS.

DRAWING INDEX

ISSUED FOR:

R E

C O

R D

O C

U M

E N

T S

B I D

D I N

G

C

N

S T

R U

C T

I O

N

D

O C

U M

E N

T S

N

S T

R U

C T

I O

N

D

O C

U M

E N

T S

N

S T

R U

C T

I O

N

D

O C

U M

E N

T S

S H

E E

T

GENERAL

● ● ● G001 COVER SHEET 01

● ● ● G002 DRAWING INDEX, LEGENDS, AND GENERAL NOTES 02

● ● G101 LIFE SAFETY PLAN 03

● ● ● G102 OVERALL FIRST FLOOR PLAN 04

STRUCTURAL

● ● ● S001 STRUCTURAL GENERAL NOTES 05

● ● ● S101 FIRST FLOOR PLAN 06

● ● ● S102 PARTIAL FIRST FLOOR PLAN 07

● ● ● S301 ELEVATIONS 08

● ● ● S401 STRUCTURAL DETAILS 09

ARCHITECTURAL

● ● ● D101 PARTIAL FIRST FLOOR DEMOLITION PLAN 10

● ● ● D102 PARTIAL FIRST FLOOR DEMOLITION PLAN 11

● ● ● D103 PARTIAL FIRST FLOOR DEMOLITION PLAN 12

● D104 PARTIAL ROOF DEMOLITION PLAN 13

● ● ● A101 PARTIAL FIRST FLOOR PLAN 14

● ● ● A102 PARTIAL FIRST FLOOR PLAN 15

● ● ● A103 PARTIAL FIRST FLOOR PLAN 16

● ● ● A111 PARTIAL FIRST FLOOR PLAN REFLECTED CEILING PLAN 17

● ● ● A112 PARTIAL FIRST FLOOR PLAN REFLECTED CEILING PLAN 18

● ● A121 PARTIAL ROOF PLAN 19

● ● A122 PARTIAL ROOF PLAN 20

● ● ● A301 EXTERIOR WALL SECTIONS 21

● ● ● A401 ENLARGED PLANS PARTIAL FIRST FLOOR PLAN 22

● ● A501 EXTERIOR DETAILS 23

● ● ● A601 ARCH. WDWK, MISC. MTL , JOINT SCHEDULES 24

● ● ● A602 DOOR SCHEDULE 25

● ● ● A603 ACCESSORY, SPECIALTY, EQUIPMENT SCHEDULES 26

● ● ● A604 PARTITION SCHEDULE 27

● ● ● A605 ROOM TREATMENT SCHEDULE 28

● ● ● A701 DOOR DETAILS 29

● ● ● A801 INTERIOR DETAILS 30

FIRE PROTECTION

● ● ● F000 FIRE PROTECTION COVERSHEET 31

● ● ● F101 FIRE PROTECTION DEMOLITION PLAN 32

● ● ● F201 FIRE PROTECTION PLAN 33

ACOUS. ACOUSTIC

ATC ACOUSTIC TILE CEILING

A.D.A AMERICAN DISABILITIES ACT

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISH FLOOR

AL. ALUMINUM

ALT. ALTERNATE

APPROX. APPROXIMATE

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

B.M. BENCH MARK

BM. BEAM

B.N. BULL NOSE

BRG. BEARING

B.O. BOTTOM OF

BOT. BOTTOM

C.B CATCH BASIN

CERM. CERAMIC

C.I. CAST IRON

C.J. CONTROL JOINT

CLG. CEILING

C.L. CENTER LINE

CLR. CLEAR

C.M.U. CONCRETE MASONRY UNIT

COL. COLUMN

CONC CONCRETE

CONST. CONSTRUCTION

CNTR. CENTER

C.T. CERAMIC TILES

DEPT. DEPARTMENT

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DTL. DETAIL

D.S. DOWNSPOUT

EA. EACH

E.I.F.S EXTERIOR INSULATION FINISH SYSTEM

EL. ELEVATION

E.P. ELECTRICAL PANEL

EQ. EQUAL

E.W.C. ELECTRICAL WATER COOLER

EXP. J. EXPANSION JOINT

F.E. FIRE EXTINGUISHER

F.D. FLOOR DRAIN

EXIST. EXISTING

EXT. EXTERIOR

FT. FEET / FOOT

F.R.T. FIRE RETARDANT TREATED

FLOUR. FLOURESCENT

FTG. FOOTING

GA. GAUGE

GALV. GALVANIZED

G.C. GENERAL CONTRACTOR

G.W.B. GYPSUM WALL BOARD

H.B. HOSE BIBB

H.C. HANDICAP

HGT. HEIGHT

H. HIGH

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

INT. INTERIOR

I.D. INSIDE DIAMETER

LAM. LAMINATE

LAV. LAVITORY

LKR. LOCKER

L. LONG

L.L.V. LONG LEG VERTICAL

L.L.H. LONH LEG HORIZONTAL

MAX. MAXIMUM

MECH. MECHANICAL

MEMB. MEMBRANE

MET. METAL

MFR. MANUFACTURER

M.O. MASONRY OPENING

MTL. METAL

MCG. METAL CORNER GUARD

MISC. MISCELLANEOUS

MIN. MINIMUM

MTD. MOUNTED

N NORTH

NO. NUMBER

NOM. NOMINAL

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O/ OVER

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O/O OUT TO OUT

OPNG. OPENING

OPP. OPPOSITE

PNL. PANEL

PL. PLATE

P. LAM PLASTIC LAMINATE

PLAS. PLASTER

PLUMB. PLUMBING

PLYWD. PLYWOOD

P.J. PANEL JOINT

PR. PAIR

PT. POINT

PTN. PARTITION

PTD. PAINTED

R, RAD. RADIUS

R.D. ROOF DRAIN

REQ'D. REQUIRED

REINF. REINFORCING

REV. REVISION

R.T.U. ROOF TOP UNIT

RM. ROOM

R.O. ROUGH OPENING

R/W RRIGHT-OF-WAY

SHT. SHEET

SIM. SIMILAR

S.O.G. SLAB ON GRADE

SPEC. SPECIFICATION

SQ. SQUARE

S.S. STAINLESS STEEL

ST.D STANDARD

STL. STEEL

SUSP. SUSENDED

TEMP. TEMPERED

THK. THICK

T.B.D. TO BE DETERMINED

T & G TONGUE & GROOVE

T.O. TOP OF

T.S. TUBE STEEL

TYP. TYPICAL

U.N.O. UNLESS NOTE OTHERWISE

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

V.C.T. VINYL COMPOSITE TILE

W.H. WATER HEATER

W.W.F. WELDED WIRE FABRIC

W.W.M. WELDED WIRE MESH

W. WIDE

W/ WITH

W/O WITHOUT

WD. WOOD

ABBREVIATIONS

DYNOTEC

ISSUED FOR:

R E

C O

R

C

U M

E N

T S

B I D

D I N

G

N

S T

R U

C T

I O

N

D

O C

U M

E N

T S

N

S T

R U

C T

I O

N

D

O C

U M

E N

T S

N

S T

R U

C T

I O

N

D

O C

U M

E N

T S

S H

E E

T

PLUMBING

● ● ● P000 PLUMBING COVERSHEET 34

● ● ● P100 UNDERSLAB PLUMBING DEMOLITION PLAN 35

● ● ● P101 DOMESTIC PLUMBING DEMOLITION PLAN 36

● ● P102 DOMESTIC PLUMBING ROOF DEMOLITION PLAN 37

● ● ● P200 UNDERSLAB PLUMBING PLAN 38

● ● ● P201 DOMESTIC PLUMBING PLAN 39

● ● P202 DOMESTIC ROOF PLUMBING PLAN 40

● ● ● P600 PLUMBING SCHEDULES 41

MECHANICAL

● ● ● M000 HVAC COVERSHEET 42

● ● ● M101 HVAC DEMOLITION PLAN 43

● ● M201 VENTILATION ROOF PLAN 44

● ● ● M202 VENTILATION PLAN 45

● ● ● M400 HVAC DETAILS 46

● ● ● M401 HVAC DETAILS 47

● ● M500 HVAC DIAGRAMS 48

● ● ● M600 HVAC SCHEDULES 49

ELECTRICAL

● ● ● E000 ELECTRICAL COVERSHEET 50

● ● ● E101 LIGHTING DEMOLITION PLAN 51

● ● ● E102 ELECTRICAL DEMOLITION PLAN 52

● ● ● E201 LIGHTING PLAN 53

● ● ● E202 ELECTRICAL PLAN 54

● ● E203 ROOF POWER PLAN 55

● ● ● E400 ELECTRICAL DETAILS 56

● E500 ELECTRICAL SINGLE LINE DIAGRAM 57

GENERAL NOTES

1. THE CONTRACT DOCUMENTS CONSIST OF THIS SET OF DRAWINGS, ADDENDA, CONSTRUCTION

CHANGE DIRECTIVES, CHANGE ORDERS, THE CONTRACT BETWEEN THE OWNER AND CONTRACTOR,

CONDITIONS OF THE CONTRACT AND ANY OTHER INFORMATION WRITTEN AND MUTUALLY AGREED

UPON BETWEEN THE OWNER AND CONTRACTOR.

2. THESE DRAWINGS ARE COMPLEMENTARY AND INTERRELATED; WORK OF ANY INDIVIDUAL TRADE IS

NOT NECESSARILY CONFINED TO SPECIFIC DOCUMENTS, CHAPTERS, OR LOCATIONS.

3. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO BE DESIGNED IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES IN EFFECT AT THE TIME THE PERMIT IS ISSUED. NOTIFY

CONTRACTING OFFICER IMMEDIATELY UPON DISCOVERY OF SUSPECTED DEVIATION.

4. IF DISCREPANCIES OR INCONSISTENCIES IN THE DOCUMENTS ARE DISCOVERED, NOTIFY THE

CONTRACTING OFFICER IMMEDIATELY USING A REQUEST FOR INTERPRETATION FORM AND

PROCEDURE INDICATED IN THE PROJECT MANUAL.

5. CONSTRUCTION TECHNIQUES, PROCEDURES, SEQUENCING, AND SCHEDULING ARE SOLELY THE

RESPONSIBILITY OF THE CONTRACTOR.

6. DO NOT SCALE DRAWINGS; USE DIMENSIONS ONLY. ALL DIMENSIONS MUST BE VERIFIED ON THE

JOB AND THE CONTRACTING OFFICER MUST BE NOTIFIED OF ANY DISCREPANCIES BEFORE

PROCEEDING WITH THE WORK.

7. COORDINATE LOCATIONS AND/OR ELEVATIONS OF FLOOR DRAINS, REGISTERS, GRILLES, LOUVERS, DUCTS, UNIT HEATERS, PANELS, ETC. WITH THE MECHANICAL, PLUMBING, AND ELECTRICAL

CONTRACTORS AND THE ARCHITECTURAL DRAWINGS.

8. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL LIKE OR SIMILAR

CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS.

9. ALL ABBREVIATIONS, MATERIALS AND SYMBOLS IN LEGENDS MAY OR MAY NOT BE USED.

10. FOLLOW THE MANUFACTURER'S INSTRUCTION SPECIFICATIONS FOR PREPARATION,

IMPLEMENTATION, AND CONSTRUCTION OF ALL MATERIALS AND SYSTEMS.

SYMBOLS

A A000

INTERIOR ELEVATION NO.

DWG. REF. NO.

DWG. REF. NO.

DETAIL NO.

WALL / BUILDING SECTION NO.

DWG. REF. NO.

COLUMN LINE - NEW

X A000

INSULATION MARK (REFER TO INSULATION SCHEDULE, SHEET A601)

ROOM/SPACE NUMBER

PLAN NORTH ARROW

REVISION NUMBER

ARCHITECTURAL WOODWORK MARK (REFER TO ACCESSORY SCHEDULE, SHEET A601)

DOOR MARK (REFER TO DOOR SCHEDULE, SHEET A602)

N

CODED NOTE (REFER TO CODED NOTES ON EACH SHEET SERIES)09.01

AW-#

D-#

I-#

OFFICE

XXX

WINDOW MARK (REFER TO WINDOW SCHEDULE)W-#

EQUIPMENT MARK (REFER TO EQUIPMENT SCHEDULE, SHEETS A603)EQ-#

SPECIALTY MARK (REFER TO SPECIALTY SCHEDULE, SHEET A603)SP-#

FURNITURE MARK (REFER TO FURNITURE SCHEDULE)F-#

MISCELLANEOUS METAL MARK (REFER TO MISC. METAL SCHEDULE, SHEET A601)MM-#

ACCESSORY MARK (REFER TO ACCESSORY SCHEDULE, SHEET A603)A-#

MATERIAL LEGEND

EXTERIOR ELEVATION NO.

DWG. REF. NO.

X COLUMN LINE - EXISTING

PAINT/ PREP ROOM

LAYUP

FABRIC ROOM

BLASTING ROOM

STORAGE

MENS SHOWERS

125B

WOMENS

LOCKERS

125D

MENS LOCKERS

125A

WOMENS SHOWERS

125C

HANGAR

N.I.C

BREAK ROOM

125E(A) COMMON PA

TH = 41'- 4

A

(A

TR

A V

EL

P A

TH

MECHNICAL

LOCKER ROOM

N.I.C

LOCKER ROOM

N.I.C

OFFICE

N.I.C

OFFICE

N.I.C

OFFICE

N.I.C

= TRAVEL PATH

= COMMON PATH

= SCOPE OF WORK

KEY

OFFICE

N.I.C

OFFICE

N.I.C

OFFICE

N.I.C

OFFICE

N.I.C

OFFICE

N.I.C

OFFICE

N.I.C

OFFICE

N.I.C

(B

C O

M M

O N P

A

TH

(B

TR

A V

EL

P A

TH

B

C

(C) COMMON PATH = 103'- 11"

(C) TRAVEL PATH = 103'- 11"

DYNOTEC

SCALE: 3/32" = 1'-0"

LIFE SAFETY PLAN

N

CODE INFORMATION

EXISTING USE & OCCUPANCY:

S-1 - MODERATE-HAZARD STORAGE (OBC SECTION 311.2)

H-2 - HIGH HAZARD (OBC SECTION 412.6.1)

B BUSINESS (OBC SECTION 304.1)

HEIGHT & AREA LIMITATIONS (OBC TABLE 504.3, 504.4,506.2)

HEIGHT ALLOWABLE EXISTING

S-1, H-2, B USES, IIB CONSTRUCTION, S1

(S-1) HEIGHT IN FEET 75'-0" 52'-0"

(H-2) HEIGHT IN FEET 55'-0" 40'-0"

(B) HEIGHT IN FEET 75'-0" 40'-0"

(S-1) HEIGHT IN STORIES 3 1

(H-2) HEIGHT IN STORIES 1 1

(B) HEIGHT IN STORIES 4 1

AREA

ALLOWABLE

(GROSS AREA/FLOOR)

EXISTING

(GROSS AREA/FLOOR)

S-1, H-2, B USES, IIB CONSTRUCTION, S1

S-1 FIRST FLOOR (EXISTING) 70,000 SF 20,827 SF

H-2 FIRST FLOOR (EXISTING) 7000 SF 3116 SF

B FIRST FLOOR (EXISTING) 92,000 SF 6806 SF

TOTAL: 30,749 SF

EXISTING CONSTRUCTION TYPE: I B (OBC SECTION 602.2)

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: (OBC TABLE 601)

EXISTING FIRE-RESISTANCE RATED BUILDING ELEMENTS WILL REMAIN UNCHANGED.

USE GROUP

SPRINKLERED

EXIT ENCLOSURES

/ PASSAGEWAYS

(ASTM E 84 OR UL

CORRIDORS (ASTM

E 84 OR UL 723)

ROOMS &

ENCLOSED

SPACES (ASTM E

84 OR UL 723)

S-1

C

FLAME SPREAD

INDEX 76-200,

SMOKE

DEVELOPED INDEX

0-450

C

FLAME SPREAD

INDEX 76-200,

SMOKE

DEVELOPED INDEX

0-450

C

FLAME SPREAD

INDEX 76-200,

SMOKE

DEVELOPED INDEX

0-450

H-2

B

FLAME SPREAD

INDEX 26-75,

SMOKE

DEVELOPED INDEX

0-450

B

FLAME SPREAD

INDEX 26-75,

SMOKE

DEVELOPED INDEX

0-450

C

FLAME SPREAD

INDEX 76-200,

SMOKE

DEVELOPED INDEX

0-450

B

B

FLAME SPREAD

INDEX 26-75,

SMOKE

DEVELOPED INDEX

0-450

C

FLAME SPREAD

INDEX 76-200,

SMOKE

DEVELOPED INDEX

0-450

C

FLAME SPREAD

INDEX 76-200,

SMOKE

DEVELOPED INDEX

0-450

FUNCTION OF SPACE

FLOOR AREA /

OCCUPANT

(SF)

TOTAL FLOOR

AREA

(SF)

TOTAL

OCCUPANTS

OFFICES 100 GROSS 3,690 37

LOCKER ROOMS 50 GROSS 3,116 62

AIRCRAFT HANGAR STORAGE 500 GROSS 20,055 40

AIRCRAFT PAINT HANGER 500 GROSS 3,116 6

MECHANICAL 300 GROSS 772 2

TOTALS: - 147

MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD: (OBC TABLE 1006.3.1)

REQUIRED: 1 - 500 OCCUPANTS = 2 EXITS

EXISTING: 14 EXITS (UNCHANGED)

EXIT ACCESS TRAVEL DISTANCE: (OBC TABLE 1017.2)

S-1 OCCUPANCY

REQUIRED: 250'-00” MAXIMUM WITH SPRINKLERS

EXISTING: 103'-11" (UNCHANGED)

H-2 OCCUPANCY

REQUIRED: 100'-00” MAXIMUM WITH SPRINKLERS

EXISTING: 51'-10" (UNCHANGED)

B OCCUPANCY

REQUIRED: 300'-00” MAXIMUM WITH SPRINKLERS

EXISTING: 84'-2" (UNCHANGED)

CORRIDOR FIRE RESISTANCE RATING: (OBC TABLE 1020.1)

S-1 OCCUPANCY w/ SPRINKLERS

REQUIRED: 0 HOUR

EXISTING: 0 HOUR (UNCHANGED)

H-2 OCCUPANCY w/ SPRINKLERS

REQUIRED: 1 HOUR

EXISTING: 1 HOUR (UNCHANGED)

B OCCUPANCY w/ SPRINKLERS

REQUIRED: 0 HOUR

EXISTING: 0 HOUR (UNCHANGED)

MINIMUM CORRIDOR WIDTH: (OBC TABLE 1020.2)

S-1, H-2 , B OCCUPANCY

REQUIRED: 44 INCHES MINIMUM

EXISTING: 69 INCHES (UNCHANGED)

STRUCTURAL DESIGN LOADS: (OBC SECTION 1603)

UNCHANGED

PLUMBING FIXTURES REQUIRED: (OBC TABLE 2902.1)

* SCOPE OF WORK DOES NOT INCREASE THE EXISTING AREA OR HEIGHT OF THE EXISTING BUILDING.

OCCUPANT LOAD (OBC TABLE 1004.1.2)

INTERIOR WALL AND CEILING FINISH REQUIREMENTS: (OBC TABLE 803.11)

BUILDING ELEMENT CONSTRUCTION TYPE IIB

REQUIRED RATING IN HOURS

PRIMARY STRUCTURAL FRAME 0

BEARING WALLS - EXTERIOR 0

BEARING WALLS - INTERIOR 0

NON-BEARING WALLS &

PARTITIONS-INTERIOR 0

FLOOR CONSTRUCTION 0

ROOF CONSTRUCTION 0

PROJECT DESCRIPTION

THE PROJECT INVOLVES AN INTERIOR ALTERATION FOR AN EXISTING SINGLE-STORY OFFICE/AIR CRAFT HANGAR BUILDING & AIRCRAFT PAINT HANGER. AREA OF ALTERATION IS APPROXIMATELY 5,673 SF. NO

CHANGE IN USE OR INCREASE IN EXISTING AREA IS PROPOSED.

APPLICABLE CODES

OHIO BUILDING CODE (OBC) - 2017

OHIO PLUMBING CODE (OPC) - 2017

OHIO MECHANICAL CODE (OMC) -2017

OHIO FIRE CODE (OFC) - 2017 W/ 2019 UPDATES

INTERNATIONAL ENERGY CONSERVATION CODE (IEC) - 2012, ASHRE 90.1 -2010

NATIONAL ELECTRIC CODE (NEC)-NFPA 70 - 2017

AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG)

NATIONAL FIRE ALARM & SIGNALING CODE (NFPA 72-16)

AUTOMATIC SPRINKLER SYSTEMS (NFPA 13 - 16)

AUTOMATIC SPRINKLER SYSTEM REQUIREMENTS: (OBC SECTION 903.3)

AUTOMATIC SPRINKLER SYSTEM IS PROVIDED IN ACCORDANCE WITH NFPA 13.

PORTABLE FIRE EXTINGUISHERS: (OBC TABLE 906.3(1))

PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED WITH A MINIMUM RATING OF 2-A AND IN QUANTITIES

OF 1 / 11,250 SF OF FLOOR AREA AND LOCATED A MAXIMUM OF 75'-0” TRAVEL DISTANCE.

(ORDINARY/MODERATE HAZARD)

WATER CLOSETS LAVATORIES

MALE

(1/50)

FEMALE

(1/50)

MALE

(1/80)

FEMALE

(1/80)

REQ' D PROV' D REQ' D PROV' D REQ' D PROV' D REQ' D PROV' D

2 9 2 5 1 3 1 5

DRINKING FOUNTAINS

(1/100)

SERVICE SINKS

(1/FLOOR)

REQUIRED PROVIDED REQUIRED PROVIDED

2 2 1 2

OVERALL FLOOR PLAN GENERAL NOTES

OVERALL FLOOR PLAN CODED NOTES

1. REFER TO PARTITION SCHEDULE FOR INTERIOR PARTITION TYPES.

2. REFER TO ROOM TREATMENT SCHEDULE OF ALL INTERIOR FINISHES.

3. REFER TO SHEET G002 FOR ALL ABBREVIATIONS AND SYMBOLS.

4. REFER TO SPECIALTY SCHEDULE FOR ALL ROOM SIGNAGE.

5. DO NOT SCALE DRAWINGS. IF DIMENSIONS CANNOT BE DETERMINED OR DOCUMENTS ARE IN

CONFLICT, THE CONTRACTOR SHALL OBTAIN CLARIFICATION FROM THE ARCHITECT PRIOR TO

CONTINUATION OF WORK.

6. ALL DIMENSIONS SHOWN ARE TO FACE OF MASONRY OR FRAMING UNLESS SPECIFICALLY NOTED

OTHERWISE.

7. ALL DIMENSIONS SHOWN LOCATING WINDOWS ARE TO CENTERLINE OF WINDOW OPENING, UNLESS

NOTED OTHERWISE.

8. ALL DIMENSIONS SHOWN LOCATING DOORS ARE TO ONE SIDE OF ROUGH OPENING, UNLESS

NOTED OTHERWISE. ALL DOORS NOT DIMENSIONED ARE LOCATED 4" FROM NEAREST INTERSECTING

PARTITION / WALL.

9. ALL CONCEALED BLOCKING SHALL BE FIRE-RETARDANT TREATED LUMBER.

10. WHERE NEW CONSTRUCTION INFILLS OPENINGS IN EXISTING CONSTRUCTION ALIGN FINISH FACES

OF NEW CONSTRUCTION WITH EXISTING CONSTRUCTION.

11. START/STOP/MOVING COMPRESSOR & OTHER ITEMS THAT MAY INTERRUPT WORK FLOW IN HANGAR

MUST BE COORDINATED WITH CE & BUILDING SUPERVISOR.

DIVISION 00 - PROCUREMENT & CONTRACTING REQUIREMENTS (REFER TO PROJECT MANUAL)

DIVISION 01 - GENERAL REQUIREMENTS (REFER TO PROJECT MANUAL)

DIVISION 02 - EXISTING CONDITIONS (REFER TO DEMOLITION PLANS)

DIVISION 03 - CONCRETE (REFER TO STRUCTURAL SHEETS)

DIVISION 04 - MASONRY (REFER TO STRUCTURAL SHEETS)

DIVISION 05 - METALS (REFER TO STRUCTURAL SHEETS)

DIVISION 06 - WOOD, PLASTICS, & COMPOSITES (REFER TO ARCHITECTURAL WOODWORK SCHEDULE)

DIVISION 07 - THERMAL & MOISTURE PROTECTION REFER TO INSULATION SCHEDULE)

DIVISION 08 - OPENINGS (REFER TO DOOR & LOUVER SCHEDULES).

DIVISION 09 - FINISHES (REFER TO ROOM TREATMENT SCHEDULE)

DIVISION 10 - SPECIALITIES (REFER TO SPECIALITIES SCHEDULE)

DIVISION 11 - EQUIPMENT (REFER TO EQUIPMENT SCHDULE)

DIVISION 12 - FURNISHINGS (NOT USED)

DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 - CONVEYING EQUIPMENT (NOT USED)

DIVISION 21 - FIRE SUPPRESSION (REFER TO FIRE PROTECTION SHEETS)

DIVISION 22 - PLUMBING (REFER TO PLUMBING SHEETS)

DIVISION 23 - HVAC (REFER TO HVAC SHEETS)

DIVISION 26 - ELECTRICAL (REFER TO ELECTRICAL SHEETS)

DIVISION 32 - EXTERIOR IMPROVEMENTS (NOT USED)

00.00

PAINT/ PREP ROOM

LAYUP / FABRIC ROOM

BLASTING ROOM

STORAGE

MENS SHOWERS

125B

WOMENS

LOCKERS

125D

MENS LOCKERS

125A

WOMENS SHOWERS

125C

HANGER

N.I.C.

BREAK ROOM

125E

D101 A101

D102 A102

MECHANICAL ROOM

D103 A103

DYNOTEC

N

SCALE: 3/32" = 1'-0"

OVERALL FIRST FLOOR PLAN

0.40.30.2 0.5 0.6 0.70.1 1 3 4 5

20.8 j

H

G

F

E

D

C

B

A j

G.1

GENERAL NOTES

DESIGN COMPRESSIVE

STRENGTH

f'm (psi)

2,000

UNIT STRENGTH

(psi)

2,000

GROUT STRENGTH

(psi)

MIN. (MAX.)

2,000

MORTAR

PROPERTIES

TYPE S

1. DESIGN AND CONSTRUCTION SHALL COMPLY WITH THESE GENERAL NOTES, THE SPECIFICATIONS, AND THE 2017 OHIO BUILDING CODE (OBC) WITH 2018 UPDATES BASED ON THE 2015 INTERNATIONAL BUILDING

CODE, ASCE-7-2016, AISC-15TH EDITION, AND ACI 301-16.

2. IF MATERIALS, QUANTITIES, STRENGTHS, OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENTS WITH THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH, OR

SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED.

3. COORDINATE WITH ALL DRAWINGS FOR PERTINENT INFORMATION RELATED TO STRUCTURAL WORK. ANY CONTRACTOR-PROPOSED CHANGES TO THE STRUCTURAL SYSTEM SHALL BE REDESIGNED BY A REGISTERED PROFESSIONAL ENGINEER HIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. THE PROPOSED CHANGE SHALL THEN BE SUBMITTED TO THE OWNER. SUBMITTAL SHALL BE APPROVED IN WRITING BEFORE BEGINNING

CONSTRUCTION OF ANY PROPOSED CHANGES.

REINFORCED CONCRETE

1. MATERIALS:

a. SPECIFICATIONS: IN GENERAL, COMPLY WITH ACI 301, "SPECIFICATIONS FOR STRUCTURAL

CONCRETE."

b. ALL STRUCTURAL CONCRETE TO HAVE A MINIMUM F'C=4,000 PSI WITH ENTRAINED AIR.

c. ALL DEFORMED REINFORCING BARS: ASTM A615, GRADE 60.

d. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064 DELIVERED IN FLAT SHEETS.

e. ANCHOR BOLTS SHALL CONFORM TO ASTM A36, A449 OR F1554 GR 55 AS NOTED.

f. EMBEDDED PLATES & FRAMES, OF ANCHOR PLATES SHALL CONFORM TO ASTM A36.

2. PROVIDE AT LEAST ONE COPY OF THE ACI FIELD REFERENCE MANUAL, SP-(15), IN THE FIELD OFFICE AT

ALL TIMES.

3. ALL REINFORCING DETAILS SHALL CONFORM TO ACI 315-LATEST EDITION, "DETAILS AND DETAILING OF

CONCRETE REINFORCEMENT," UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.

4. LAP ALL REINFORCING BARS IN ACCORDANCE WITH TABLE TO THE RIGHT, UNLESS OTHERWISE NOTED

ON THE DRAWINGS.

5. PROVIDE 3/4"X45° CHAMFER ON ALL EXPOSED CORNERS, UNLESS NOTED OTHERWISE.

6. SETTING OF ALL WELD PLATES, ANCHOR BOLTS, SLEEVES, AND INSERTS SHALL BE VERIFIED WITH ALL

AFFECTED PARTIES PRIOR TO PLACING CONCRETE.

7. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT

REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. CONCRETE CUBES SHALL BE USED FOR THE SUPPORT OF

REINFORCING ON GRADE.

8. TYPICAL REINFORCEMENT BAR CLEARANCES:

LOCATION CLEARANCE

BEAMS 2"

INTERIOR WALLS AND SLABS (NOT CAST AGAINST EARTH) 2"

BEAM STIRRUPS 1 12"

CONCRETE CAST AGAINST EARTH 3"

SLABS ON GRADE (BOTTOM REINFORCEMENT) 3"

9. WELDING OF REINFORCING STEEL IS NOT PERMITTED.

10. CALCIUM CHLORIDE SHALL NOT BE PERMITTED NOR SHALL ANY ADMIXTURE CONTAINING CALCIUM CHLORIDE BE PERMITTED THAT RESULTS IN A TOTAL CONCRETE MIX IN WHICH THE PRESENCE OF CHLORIDE

IONS EXCEED 0.15%, EXPRESSED AS A PERCENT BY WEIGHT OF CEMENT.

11. ALL CONCRETE SHALL CONTAIN A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE A, F, OR G.

12. REINFORCEMENT LAP SPLICE, EMBEDMENT LENGTH AND STANDARD HOOKS TABLE IS BASED ON A MINIMUM CONCRETE COMPRESSIVE STRENGTH OF 4000 PSI AND 60000 PSI REINFORCEMENT (WITH NO

EPOXY COATING).

13. ALL LAP SPLICES SHALL BE CLASS B SPLICES.

14. WHEN LAPPING TWO DIFFERENT BAR SIZES, USE THE GREATER OF THE LAP LENGTH OF THE SMALLER

BAR OR THE DEVELOPMENT LENGTH OF THE LARGER BAR.

15. A TOP BAR IS ANY HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE PLACED BELOW IT.

16. STAGGER LAPS OF ADJACENT BAR ROWS BY A MINIMUM OF 24" OR THE LAP SPLICE LENGTH, WHICHEVER IS GREATER

CONCRETE MASONRY UNIT

6. VERTICAL REINFORCEMENT SHALL BE #5 BARS EACH FACE WITH MATCHING CAST-IN-PLACE DOWELS AT 24 INCHES C/C UNLESS NOTED OTHERWISE ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. THE FIRST TWO CELLS AT END WALLS SHALL BE GROUTED AND REINFORCED EACH WITH #5 BAR. THE FIRST TWO CELLS NEXT TO THE OPENINGS IN MASONRY WALLS SHALL BE GROUTED AND REINFORCED WITH 2 - #5 BAR EXTENDING 2'-0” ABOVE

THE TOP OF THE OPENING.

7. VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS GROUTED.

8. FOR CONCRETE MASONRY, THE REINFORCING STEEL SHALL BE LAPPED IN ACCORDANCE WITH THE FOLLOWING:

#4 -26 INCHES, #5 -32 INCHES, #6 -56 INCHES.

9. MASONRY WALLS SHALL HAVE GALVANIZED HORIZONTAL REINFORCING- TRUSS TYPE, #9 GAUGE SIDE AND

CROSS RODS, SPACED 8" O.C.

10. PROVIDE CONCRETE LINTELS OVER OPENINGS IN MASONRY WALLS UNLESS NOTED OTHERWISE ON DRAWINGS.

11. HORIZONTAL REINFORCEMENT SHALL BE CONNECTED TO EXISTING WALLS AT EACH END OF LINTEL BEAM

AND BOND BEAMS.

STRUCTURAL STEEL

1. MATERIALS (UNLESS OTHERWISE NOTED ON DWGS):

a. HOT ROLLED STRUCTURAL STEEL:

W-SHAPES AND WT-SHAPES…………ASTM A992 GRADE 50 (50 KSI)

CHANNELS……………………………………ASTM A572 GRADE 50 (50 KSI)

HOLLOW STRUCTURAL SECTIONS

SECTIONS (HSS)………………………………….… A501 GRADE B, (50 KSI)

ANGLES, PLATES AND BARS………………ASTM A36

b. HIGH STRENGTH BOLTS: ASTM A325 OR A490.

c. ELECTRODES: SERIES E-70XX

d. EXPANSION BOLTS: HILTI "KWK BOLTS 3"

e. ADHESIVE ANCHORS: HILTI "HIT-HY 150 MAX-SD ADHESIVE"

2. SPECIFICATIONS: WELDING PERSONNEL AND PROCEDURES ARE TO BE QUALIFIED PER AWS D1.1 UNLESS SPECIFICALLY SHOWN OTHERWISE. DESIGN, FABRICATION AND ERECTION ARE TO BE GOVERNED BY THE LATEST

REVISIONS OF:

a. AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

b. AISC CODE OF STANDARD PRACTICE.

c. AWS STRUCTURAL WELDING CODE.

d. SPECIFICATIONS FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS.

3. CONNECTIONS:

a. USE ¾" DIAMETER HIGH STRENGTH BOLTS (A325), EXCEPT AS NOTED, IN BEARING TYPE CONNECTION.

b. ALL BOLTED CONNECTIONS FOR THE COLUMNS, BEAMS, BRACES AND PLATES THAT ARE A PART OF THE

STRUCTURAL LATERAL LOAD CARRYING SYSTEM ARE TO BE "PRETENSIONED" AND SHALL BE TIGHTENED TO

THE "PRE-TENSIONED" CRITERIA.

c. ORDINARY BEARING CONNECTIONS THAT ARE NOT "PRETENSIONED" MAY BE TIGHTENED USING THE

"TURN-OF-NUT" METHOD.

d. FIELD CONNECTIONS ARE TO BE BOLTED UNLESS OTHERWISE SPECIFIED; SHOP CONNECTIONS ARE TO BE WELDED OR BOLTED. CONNECTIONS ARE TO BE DESIGNED BY THE FABRICATOR TO DEVELOP FULL

STRENGTH OF MEMBER.

5. COARSE GROUT FOR REINFORCED MASONRY CONSTRUCTION SHALL CONFORM TO ASTM C-476 WITH A

MAXIMUM AGGREGATE SIZE OF 3/8” AND A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.

5. MISCELLANEOUS:

a. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THROUGH

STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL IS

PERMITTED WITHOUT THE APPROVAL OF THE ENGINEER.

b. PROVIDE NON-METALLIC, NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES.

c. PROVIDE PLATE WASHERS AS NOTED ON DRAWINGS FOR ALL ANCHOR RODS AND PROVIDE

HEAVY WASHERS AT ALL CONNECTIONS THAT HAVE OVERSIZED OR SLOTTED HOLES.

d. FINISH ENDS OF ALL COLUMNS, STIFFENERS AND ALL OTHER MEMBERS IN DIRECT BEARING.

COLUMN BASES SHALL BE MILLED FOR ALL BEARING SURFACES INCLUDING AT THE BASE

PLATE CONNECTION, COLUMN BASE PLATE 2" OR LESS IN THICKNESS SHALL BE USED

WITHOUT MILLING. COLUMN BASE PLATES GREATER THAN 2" SHALL BE MILLED FOR ALL

BEARING SURFACES.

e. AFTER ERECTION, CONTRACTOR SHALL "TOUCH UP" WITH PAINT ALL ABRADED AREAS.

f. VERIFY THE EXACT SIZE AND LOCATION OF ALL OPENING AND EXISTING STRUCTURES PRIOR

TO FABRICATION OF STEEL FRAMING MEMBERS.

g. ALL STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER (WITHIN THE MILL

TOLERANCE) LOCATED ABOVE THE HORIZONTAL CENTERLINE BETWEEN THE END

CONNECTIONS.

REINFORCEMENT LAP SPLICE, EMBEDMENT LENGTH AND STANDARD HOOKS

BAR SIZE

MIN LAP

LENGTHS FOR

MIN EMBEDMENT

LENGTHS MIN STD. HOOKS

SLABS AND WALLS** FOR SLABS AND WALLS

** WITH STD

HOOKS

90° 135°

CLASS B

A OR G A OR G H

TOP*** OTHERS TOP*** OTHERS

#3 16 16 12 12 5 6 4 2.5

#4 20 16 15 12 7 8 4.5 3

#5 25 19 19 15 9 10 5.5 3.75

#6 29 23 23 18 10 12 8 4.5

#7 43 33 33 25 12 14 9 5.25

#8 49 37 37 29 14 16 10.5 6

#9 60 46 46 36 15 19 - -

#10 74 57 57 44 17 22 - -

#11 89 69 68 53 19 24 - -

LAP SPLICE AND EMBEDMENT LENGTH TABLE FOR CAST-IN-PLACE CONCRETE

STRAIGHT BAR

EMBEDMENT

LENGTH

STRAIGHT

90° HOOK

135° HOOK

EMBEDMENT

LENGTH WITH

STD HOOK

HOOK

H O

O K

A O

R G

A OR

G

H

1. DESIGN COMPRESSIVE STRENGTH, FM, OF THE FINISHED ASSEMBLY AND MATERIAL PROPERTIES SHALL BE PER THE TABLE BELOW. 2000 PSI WILL BE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS.

2. MORTAR: ASTM C270, TYPE S, HYDRATED.

3. GROUT: ASTM C476 COARSE GROUT. USE OF WATER REDUCERS OR SUPERPLASTICIZERS IS NOT PERMITTED.

4. CONCRETE MASONRY UNITS: ASTM C90, MEDIUM WEIGHT, LINEAR SHRINKAGE SHALL NOT EXCEED 0.065

PERCENT. CONCRETE MASONRY UNITS: ASTM C90, MEDIUM WEIGHT, LINEAR SHRINKAGE

LAP SPLICES SHALL BE CLASS B SPLICES.

1) THE MINIMUM LAP LENGTH FOR SLABS, WALLS AND STRAIGHT EMBEDMENTS ARE BASED ON A 6 INCH BAR

SPACING AND A 2 INCH BAR COVER. IF THE LAP CONDITION DOES NOT CONFIRM

TO THESE REQUIREMENTS, THEN USE BEAM LAP LENGTHS, OR COMPLY WITH LAP REQUIREMENTS

OF ACI 318 WITH APPROVAL BY CONTRACTING OFFICER.

2) TOP BARS ARE REFINED AS ALL HORIZONTAL BARS WITH 12" OR MORE FRESH CONCRETE BENEATH. WHERE SPLICES ARE REQUIRED BETWEEN BARS OF DIFFERENT SIZES, THE LAP LENGTH SHALL BE NO LESS THAN THE EMBEDMENT LENGTH OF THE LARGER BAR OR THE LAP LENGTH OF THE SMALLER BAR, WHICHEVER IS GREATER.

e. FULL PENETRATION FIELD WELDS IN MATERIALS OVER 5/8" THICK SHALL BE SUBJECTED TO

NON-DESTRUCTIVE TESTING BY AN INDEPENDENT LABORATORY.

f. WELDING ELECTRODES SHALL BE E-70XX OR BETTER, FOR WELDING SYMBOLS WITH NO

LENGTH DIMENSION GIVEN, THE WELDING SHALL BE CONTINUOUS BETWEEN ABRUPT

CHANGES IN DIRECTION, WELDS NOT OTHERWISE NOTED SHALL BE 14" SIZE.

g. ALL CONNECTIONS IN THE CONCOURSE AREA SHALL BE GROUND FLUSH TO SURROUNDING

MATERIAL AND ABRASIVE BUFFED.

h. ALL BEAM CONNECTIONS NOT DETAILED ON THE DRAWINGS SHALL BE DETAILED BY THE

CONTRACTOR, USING A MINIMUM OF (2) A325 BOLTS.

1. NON-COMPOSITE BEAMS SHALL BE DESIGNED TO DEVELOP 55% OF THE TOTAL

LOAD CAPACITY DERIVED FROM THE MAXIMUM TOTAL UNIFORM LOAD TABLES, PART 3,

THIRTEENTH EDITION OF AISC STEEL CONSTRUCTION MANUAL, UNLESS THE REACTION "R"

IS SHOWN ON THE DRAWINGS.

2. MOMENT CONNECTIONS INDICATED ON THE DRAWINGS SHALL BE DESIGNED FOR THE

MOMENTS NOTED. IF NO DESIGN MOMENTS ARE INDICATED, THEN THE FULL CAPACITY

OF THE SECTION SHALL BE DEVELOPED.

4. PAINT:

a. ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHALL BE SHOP PAINTED PER PROJECT

PAINTING SPECIFICATIONS, 09900.

N

54310.70.60.50.40.30.20.1

0.8 2

J

G.1

J

H

G

F

E

D

C

B

A

'-6

7'-6"± 16'-10"± 16'-10"± 16'-10"± 16'-2"± 16'-7"± 16'-9"±

1'-4"±

5'-5"± 2'-9"± 26'-5"± 19'-9"±

'-3

'-0

'-6

'-7

'-9

'-3

'-0

'-8

S301

PROP. LINTEL (TYP.)

BLASTING

ROOM

PAINT/PREP

ROOM

LAYUP/FABRIC

ROOM

STORAGE

MALE

LOCKERS

MALE

SHOWERS

HANGAR

S401

S401

INFILL EXIST. GARAGE DOOR OPENING

REPAIR OUTER WALL CMU AFTER

REMOVAL OF INTERIOR CMU

(TYP.)

FEMALE

LOCKERS

S102

PROP. 2- 6X8X96" PRECAST

REINFORCED CONCRETE LINTELS

PROP. 2- 6X8X96" PRECAST

REINFORCED CONCRETE LINTELS

PROP. 2- 6X8X60" PRECAST

REINFORCED CONCRETE LINTELS

S4011

S401

PROP. 2- 6X8X60" PRECAST

REINFORCED CONCRETE LINTELS

FIRST FLOOR PLAN

SCALE: 3

16" = 1'-0"

S401

S401

S401

S401

REFER CMU REPAIR DETAIL

(TYP.)

REFER CMU REPAIR

DETAIL 3 IN S401 (TYP.)

REFER CMU REPAIR

DETAIL 3 IN S401

(TYP.)

PROPOSED

W 12x45

TOP OF WALL EXISTING CMU WALL

BEARING

BREAK OUT EXISTING CMU WALL

FACE AS NEEDED TO FILL BLOCK

CELLS WITH NON-SHRINK GROUT

FOR ANCHOR BOLTS. (NOT TO

INTERFERE WITH EXISTING REBAR

IN WALL)

EXISTING 12'' CMU

WALL

NON-SHRINK

GROUT PAD FOR

SEATING BEAM

2 - 3/4'' DIA. ADHESIVE ANCHOR BOLTS

(12'' EMBED). BREAK OUT EXISTING

CMU WALL AS NEEDED TO SEAT C8 X

11.5 BEAM. FILL VOID AROUND BEAM

WITH NON-SHRINK GROUT.

BEARING 5/8 '' X 4''

X 12 1/2 ''

1' -1

1 2" B

LO

C

KO

U

T

2"

CL

PL

PL

2" THK. BEARING

PLATE FOR THE

HVAC UNIT

DYNOTEC

MECHANICAL ROOM PLAN1

S102

3'-8" 7'-9" 19'-6"

'-6

'-6

'-0

PROPOSED EQUIPMENT PAD

S401

ROOF FRAMING PLAN3

S102

4310.7

0.8 2

J

H

G

F

E

16'-9"

1'-4"±

5'-5" 2'-9" 26'-5"

'-9

'-3

'-0

'-8

0.60.5

16'-7"16'-2"

EXIST. W16x57 EXIST. W16x57

EXIST. W21x57 EXIST. W14x34

EXIST. W21x57 EXIST. W14x34

EXIST. W21x83

EXIST. W21x73 EXIST. W14x34

EX

IS

T.

W x5

EX

IS

T.

W x5

EX

IS

T.

W x5

EX

IS

T.

W x5

EX

IS

T.

W x5

EX

IS

T.

W x3

EXIST.

W8x24

EXIST.

W8x24

EX

IS

T.

W x6

EX

IS

T.

W x6

EX

IS

T.

W x6

EX

IS

T.

W x6

EX

IS

T.

W x9

EX

IS

T.

W x9

EX

IS

T.

W x9

LAYUP/FABRIC ROOM PLAN2

S102

10.7 0.8 2

G

H

PAINT/PREP

ROOM

MECHANICAL

ROOM

LAYUP/FABRIC

ROOM

PAINT/PREP

ROOM

'-0

16'-9" 1'-4" 5'-5"

LAYUP/FABRIC

ROOM

S401

INFILL EXIST. SLAB DEPRESSION

EX

IS

T.

-2

K5

'-0

'-0

'-0

'-8

EX

IS

T.

-2

K4

'-0

'-0

'-0

'-8

'-0

EX

IS

T.

-2

K5

'-0

'-0

'-0

'-0

EX

IS

T.

-2

K4

'-0

'-0

'-0

'-9

'-9

'-9

EXIST. 26K5

EXIST. 26K5

'-9

EX

IS

T.

-2

K4

'-9

'-6

'-9

'-1

EXIST. 20K4

EXIST. 20K4

'-9

EX

IS

T.

-2

K1

'-1

'-8

'-9

'-1

'-1

EXIST. 26K10

EXIST. 26K10

BLASTING

ROOM

0.40.30.2

16'-10"16'-10"16'-10"

EX

IS

T.

W x2

EX

IS

T.

W x1

EX

IS

T.

W x2

EX

IS

T.

K4

EX

IS

T.

K4 EX

IS

T.

K4

EX

IS

T.

K4

EX

IS

T.

K4

EX

IS

T.

K4

EX

IS

T.

K4

EX

IS

T.

K4

EX

IS

T.

K4

EX

IS

T.

W x2

EX

IS

T.

W x1

EX

IS

T.

K4

EX

IS

T.

K4

EX

IS

T.

K4

EX

IS

T.

K4

EX

IS

T.

K4

EX

IS

T.

K4

EX

IS

T.

K4

S401

PROP. HVAC ROOFTOP MAKEUP

AIR UNITS (REFER MEP FOR DETAILS).

REFER NOTE NO.1 IN THIS SHEET

PROP. HVAC ROOFTOP MAKEUP

AIR UNITS (REFER MEP FOR DETAILS). PROVIDE CROSS BRACINGS

AS SHOWN IN DETAIL 6 IN THIS SHEET ON BOTH ENDS.

S401

S401

HVAC ROOF TOP UNIT

(REFER MEP & ARCH. FOR DETAILS)

DIAGONAL BRIDGING TYP. DETAIL

EX. STEEL JOIST

REFER PLANS FOR JOIST SPACINGS

EX.

STEEL JOIST

BOLTED BRIDGING 38"

BOLTS/WASHERS OR FLANGE NUTS

BY JOIST FABRICATOR

ANGLE1/2x2 1/2x1/4"

NOTE: DO NOT SUSPEND CEILING, LIGHT

FIXTURES, DUCTS, PIPE OR OTHER

UTILITIES FROM JOIST BRIDGING.

S102

TYP.

PR

O

P.

W x5

PR

O

P.

W x5

NOTE 1:

1) REMOVE AND REPLACE THE EXISTING ROOF DECK WITH THE SAME

ROOF DECK AND CONSTRUCT THE PROPOSED WF STEEL BEAMS AS

SHOWN IN THE PLAN.

2) REFER ARCHITECTURAL SHEETS FOR THE ROOF DEMOLITION &

BUILD-UP DETAILS.

REFER DETAIL 4 IN THIS SHEET FOR THE JOIST

BOTTOM CHORD AND CMU WALL.

CONNECTION. TYP. FOR ALL SIDES FOR THIS LOCATION.

ROOF DECK

EX. CMU WALL

CLIP ANGLE SECURED

TO CONCRETE MASONRY WITH AN

EXPANSION ANCHOR

EX. STEEL

JOIST

NOTE: PROVIDE CLIPPING ANGLE CONNECTION BETWEEN JOIST AND CMU

WHEREVER THERE ARE JOISTS SUPPORTING HVAC ROOFTOP UNITS.

STEEL JOIST-CMU WALL B.C

CONNECTION

S102

PROVIDE ADDITIONAL JOIST

REINFORCEMENTS AS SHOWN IN

DETAIL 5 IN THIS SHEET, WHERE

THERE ARE CONCENTRATED

LOADS (TYP ON ALL HVAC UNITS.)

5 TYPICAL JOIST REINFORCEMENT

AT CONCENTRATED LOADS

EX. STEEL

JOIST

POINT LOADCL POINT LOADCL

FIELD INSTALLED MEMBER

BRACE, EACH SIDE NOT BY

JOIST MANUFACTURER

AS SPECIFIED

EACH END - TYP.3

16"

S102

9'-3 1/8"

'-5

/4

7'-0" C/C OF BEAM

REFER DETAIL 7 FOR TYPICAL

WF STEEL BEAM AND CMU WALL CONNECTION DETAIL.

REMOVE THE EX. CMU ACCORDINGLY TO

ACCOMMODATE THE PROP. WF BEAM

TYP. WF BEAM & CMU CONNECTION

DETAIL

S102

4'-9"4'-9"

PROP.W 10x30

PROP.W 10x30

THE PROP. W 10x30 BEAMS CAN BE MOVED ±6" SO THAT

IT DOES NOT CONFLICT WITH THE EX. JOIST WEB (TYP.)

HVAC ROOF TOP UNIT

(REFER MEP & ARCH. FOR DETAILS)

ROOFTOP HVAC UNIT. REFER MEP AND

ARCH. FOR DETAILS.

S401

S401

ROOFTOP HVAC DUCT. REFER MEP &

ARCH. FOR DETAILS.9

S401

NOTE: PROVIDE ADDITIONAL SUPPORT FRAMING FOR ALL OF THE

MISCELLANEOUS RTUs WHICH PENETRATE THROUGH THE ROOF AS IN

DETAIL 7, IN SHEET S401.

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

SCALE: 3

16" = 1'-0"

SCALE: 3

16" = 1'-0"

SCALE: 3

16" = 1'-0"

SCALE: 1 12" = 1'-0"

SCALE: 1 12" = 1'-0"

ELEVATION1

S301

ELEV. 100'-6"±

'-8

EX

IS

T, '-0

IN

FI

LL

S

EE

A R C

H

D W

G S

EXIST. FINISHED FLOOR

'-0

8'-0"±

0.2

EXIST. W8

ELEV.111'-6"

'-0 "2

S401

EX

IS

TI

N G

C M

U W

A

LL

SCALE: 1" = 1'-0"

LINTEL-OPENING DETAIL1

S401

NOTES:

1. FOR TYPICAL WALL REINFORCING, SEE WALL ELEVATION AND WALL SECTIONS ON

SHEETS S301 AND S401. ALSO SEE GENERAL STRUCTURAL NOTES.

2. UNLESS LONGER LAPS ARE REQUIRED, LAP VERTICAL REINFORCING WITH WALL

HOOK BARS 60 BAR DIAMETERS (2'-0" MIN.) ALL OTHER VERTICAL BARS 48 BAR

DIAMETERS.

3. STAGGER SPLICES IN ADJACENT HORIZONTAL BARS IN SAME COURSE BY 2'-0".

4. PROVIDE ADHESIVE DOWEL BARS IN EXISTING FLOOR SLAB TO MATCH ALL

VERTICAL REINFORCING IN WALL.

CONFORM TO THE REQUIREMENTS OF SPECIFICATION SECTION 03 63 00,

CONCRETE DOWELING.

FOLLOW EPOXY MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION.

USE EMBEDMENT SHOWN, EXCEPT USE MANUFACTURER'S MINIMUM

RECOMMENDED EMBEDMENT IF GREATER.

MINIMUM EDGE DISTANCE FOR DOWELS IS 4".

5. CONTRACTOR SHALL SALVAGE ANY EXISTING HORIZONTAL AND VERTICAL

REINFORCING IF EXPOSED DURING CONSTRUCTION. AVOID DAMAGE TO EXISTING

REINFORCEMENT. REPAIR OR REPLACE ANY DAMAGED EXISTING REBAR.

6. PROPOSED VERTICAL WALL REINFORCEMENT PLACED FULL WALL HEIGHT AT EACH

SIDE OF OPENINGS SHALL BE LAPPED WITH EXISTING VERTICAL REBAR (2'-0"

MINIMUM VERTICAL LAP LENGTH). IF NO EXISTING VERTICAL REBARS ARE

PRESENT, EXTEND PROPOSED VERTICAL REBARS INTO EXISTING WALL CELLS

APPROXIMATELY 10'-0" AND FULLY GROUT.

TYPICAL INFILL DETAIL2

S401

CMU WALL REPAIR DETAIL3

S401

CMU WALL TO

BE REMOVED

CONTRACTOR TO REPAIR FACE OF

EXIST. CMU AS NEEDED TO FILL ANY

VOIDS OR REPAIR DAMAGE CAUSED

BY REMOVAL OF EXIST. WALL. FILL

WITH GROUT AND ANCHOR ANY NEW

REINFORCING (FAR FACE)

EXIST. CMU

EQUIPMENT PAD DETAIL4

S401

6" BEYOND EDGES OF EQUIPMENT

#4 @ 18" EW (MIN. 2 EW)

6" UNLESS SHOWN

OTHERWISE

ROUGHEN SURFACE TO 14" FULL AMPLITUDE

#4 ADHESIVE DOWELS @ 18"

O.C. AROUND PERIMETER OF

BASE * WITH 4" EMBEDMENT

SLAB OPENING

/2

C

LR

/4

C

LR

EXISTING

STRUCTURAL

SLAB

CURE CONCRETE AS SPECIFIED

FOR PATCHING, DO NOT REMOVE

SUPPORTING FORMS AND DO NOT

LOAD UNTIL CONCRETE ATTAINS

FULL 28 DAY DESIGN STRENGTH

#4@12" EW

T & B, TYP

SLAB THICKNESS TO

MATCH EXISTING (6" MINIMUM)

ROUGHEN SURFACE OF EXISTING

SLAB OPENING TO FULL 1/4"

MINIMUM AMPLITUDE, CLEAN AND

SOAK PRIOR TO POURING CONCRETE

5/8" DIAMETER x 1'-6" THREADED ROD

ADHESIVE ANCHORS, CENTER IN SLAB,

AT 8" SPACING ALL AROUND PERIMETER

OF OPENING, DRILL AND EPOXY 6"

MINIMUM INTO EXISTING CONCRETE

(3 ANCHORS MINIMUM EACH SIDE OF OPENING)

EXISTING SLAB OPENING

INFILL

S401

HVAC UNIT-1 SUPPORT DETAIL6

JOISTCL

JOISTCL

MAKEUP ROOF TOP

OPENING SIZE. REFER

PLANS

B S401 C 8X11.5

EX. STEEL

JOIST

EXIST. CMU

INSTALL TOP COURSE OF BLOCK

AFTER WALL FULLY GROUTED AND

DRY PACK GROUT CELLS AROUND

REINFORCING

#5 VERTS @ EA END OF WALL

PANELS AND @ 32" MAX SPACING

8" DIA THREADED ROD EPOXY @ 32"

MAX SPACING DRILL AND EPOXY 5"

INTO EXISTING MASONRY EA OF

OPENING

1- #5 IN HORIZONTAL BOND

BEAM @ BOTTOM OF WALL

DRILL AND EPOXY #5 DOWELS 6"

MIN INTO EXITING CONCRETE OR

MASONRY BOND BEAM AT TOP &

BOTTOM OF OPENING (LAP

W/VERTS)

1 - #5 IN HORIZONTAL BOND BEAM

IN 2ND BLOCK COURSE BELOW TOP

OF WALL

EXTRA HEAVY TRUSS TYPE

HORIZONTAL JOINT REINFORCING @

16IN OC

REFER PLANS FOR

OPENING SIZES

PROPOSED REINFORCED CONCRETE

PRE-CAST LINTELS. REFER PLAN FOR

SIZES (TYP.)

EXIST. CMU

#5 VERTICAL

NEW CMU

BLOCK

#5 DOWELS (6" EMBD) INTO

EXISTING CONCRETE

(LAP WITH VERTICALS)

#5 VERTICAL

8"

8"

EX. SLAB

S401

HVAC UNIT-2 SUPPORT DETAIL

SECTION BB

S401

EX. STEEL

JOIST

C 8X11.5 L 4x3x3

8"X6" LG

(TYP.)

MAKEUP AIR

UNIT

EX. WF 21X57

BEAM

C 8X11.5

EA. END

(TYP.)3

16"

BEAMCL

1 2

TY

P.

2" TYP.1 34" MIN.

4" DIA. BOLTS WITH 3"

C/C SPACING

TYP.

4"

4" THK. PALTE

EX. WF 21 BEAM

1 4

" M

IN

4" THK. PLATE

(TYP.)

EX. STEEL

JOIST

JOISTCL

JOISTCL JOISTCL

REFER MEP & ARCH FOR

OPENING SIZES

R

EF

ER

M

EP

&A

R C

H F

O R

O

PE

N

IN

G S

IZ

ES

S401

HVAC UNITS TYP.SUPPORT DETAIL

C 8x11.5

C 8x11.5

L 4x3x3 4"

PR. WF 12x58

BEAMCLBEAMCL

A S401

WF BEAM-WF BEAM CONNECTION DETAIL

EX. STEEL

JOIST

PROP. W

12x58

PROP. W

12x58

EX. STEEL

JOIST

BEAMCL BEAMCL

JOISTCL JOISTCL

REFER PLANS FOR JOIST SPACING

7'-0" C/C OF PR. BEAM

A

S401 TYP.

4"

PR. WF 12x58

MAKEUP AIR

UNIT

S401

PROP. W 10x30

COPE THE WF BEAM TO FIT WITHOUT

ANY CONFLICTS WITH BOTTOM

CHORD OF THE JOIST (TYP.)

NOTE:

1) THE ELEVATIONS OF THE PROP. WF STEEL BEAMS AND EX. STEEL JOISTS SHOULD BE THE SAME

TO SUPPORT THE ROOFTOP AIR UNIT.

THE PR. W 10x30 BEAMS CAN BE MOVED ±6" SO THAT

IT DOES NOT CONFLICT WITH THE WEB OF EX. JOIST (TYP.)

PR. WF 10x30

4" DIA. BOLTS WITH 3"

C/C SPACING

4" THK. PALTE

1 34" MIN.

MAKEUP ROOF TOP

OPENING SIZE. REFER

PLANS

L 4x3

EA. LEG

(TYP.)

8"

EX. STEEL

JOIST

L 2x2x1

4" STEEL

ANGLE SUPPORT

REFER MEP. FOR DUCT

OPENING SIZE

R

EF

ER

M

EP

FO

R D

U C

T O

PE

N

IN

G S

IZ

E

EX. METAL

HANGAR WALL

S401

HANGAR WALL DUCT OPENING

SUPPORT DETAIL

SCALE: 3

16" = 1'-0" SCALE: 3

16" = 1'-0"

NOT TO SCALE

NOT TO SCALE

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

SCALE: 1" = 1'-0"

SCALE: 34" = 1'-0"

SCALE: 34" = 1'-0"

SCALE: 1" = 1'-0"

NOT TO SCALE

NOT TO SCALE

DEMOLITION PLAN GENERAL NOTES

DEMOLITION PLAN CODED NOTES

1. ALL EXISTING EXITS, STRUCTURAL ELEMENTS, FIRE ALARM, FIRE DETECTION DEVICES, INCLUDING

MANUAL PULL STATIONS, HORN STROBES, SMOKE DETECTORS, FIRE EXTINGUISHERS, AND

REQUIRED MEANS OF EGRESS, EGRESS LIGHTING, AND EXIT SIGNAGE SHALL BE MAINTAINED AT ALL

TIMES DURING DEMOLITION OF INDICATED CEILINGS PURSUANT TO O.B.C. CHAPTER 33

2. TEMPORARY WALKWAYS AND BARRIERS SHALL BE PROVIDED AS NECESSARY TO MAINTAIN ALL

PATHS OF EGRESS DURING DEMOLITION OF AREAS INDICATED.

3. ALL EXISTING CONSTRUCTION NOT INDICATED TO BE DEMOLISHED, BUT DAMAGED DURING

DEMOLITION/CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AND/OR REPLACED TO ORIGINAL

CONDITIONS AT THE EXPENSE OF THE CONTRACTOR.

4. OWNER MAINTAINS RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED ITEMS (DOORS, DOOR

HARDWARE, PLUMBING FIXTURES, LOCKERS, AND/OR SIMILAR ITEMS). COORDINATE ITEMS TO BE

SALVAGED AND TURNED OVER TO OWNER WITH OWNER'S REPRESENTATIVE.

5. EXISTING UTILITIES: TERMINATE ALL EXISTING UTILITIES WITHIN EXISTING CONSTRUCTION INDICATED FOR DEMOLITION BACK TO SOURCE, U.N.O. UNDERSLAB UTILITIES: CAP ALL UTILITIES WITHIN

EXISTING CONSTRUCTION INDICATED FOR DEMOLITION UNDER SLAB, U.N.O.

6. FIELD VERIFY ALL DIMENSIONS LOCATING EXISTING CONSTRUCTION AND COORDINATE WITH DIMENSIONS FOR NEW CONSTRUCTION. IF SIGNIFICANT DESCREPANCIES EXIST BETWEEN INDICATED

DIMENSIONS AND ACTUAL FIELD CONDITIONS, REQUEST CLARIFICATION/DIRECTION FROM

ARCHITECT.

7. START/STOP/MOVING COMPRESSOR AND OTHER ITEMS, OR CONSTRUCTION AND DEMOLITION THAT MAY INTERRUPT WORK FLOW IN HANGAR MUST BE COORDINATED WITH CE & BUILDING SUPERVISOR.

DIVISION 00 - PROCUREMENT & CONTRACTING REQUIREMENTS (REFER TO PROJECT MANUAL)

DIVISION 01 - GENERAL REQUIREMENTS (REFER TO PROJECT MANUAL)

DIVISION 02 - EXISTING CONDITIONS (REFER TO DEMOLITION PLANS)

02.01 - EXISTING CONSTRUCTION TO REMAIN UNDISTURBED, U.N.O.

02.02 - EXISTING CONSTRUCTION TO BE REMOVED IN ITS ENTIRETY.

02.03 - EXISTING DOOR TO BE REMOVED.

02.04 - EXISTING FIRE EXTINGUISHER TO BE REMOVED.

02.05 - EXISTING OVERHEAD DOOR TO BE REMOVED.

02.06 - EXISTING CABINET TO REMAIN.

02.07 - EXISTING CABINET TO BE REMOVED.

02.08 - EXISTING COMPUTER STATION TABLE TO BE SALVAGED FOR REINSTALLATION.

02.09 - EXISTING COMPUTER STATION TABLE TO REMAIN.

02.10 - EXISTING COPPER PIPE TO REMAIN UNDISTURBED, U.N.O.

02.11 - EXISTING CONCRETE PAD TO BE REMOVED IN ITS ENTIRETY.

02.12 - EXISTING CONCRETE SLAB ON GRADE AREA TO BE SAW CUT FOR NEW SANITARY LINE (REFER

TO PLUMBING SHEETS).

02.13 - EXISTING FLOOR GRATE TO REMAIN.

02.14 - EXISTING PLUMBING FIXTURE (REFER TO PLUMBING SHEETS).

02.15 - EXISTING BOILER (REFER TO PLUMBING SHEETS).

02.16 - EXISTING WATER HEATER (REFER TO PLUMBING SHEETS).

02.17 - EXISTING AIR HANDLER (REFER TO HVAC SHEETS).

02.18 - EXISTING TRANSFORMER (REFER TO ELECTRICAL SHEETS).

02.19 - EXISTING ELECTRICAL PANEL (REFER TO ELECTRICAL SHEETS).

02.20 - EXISTING MAIN SWITCH BOARD (REFER TO ELECTRICAL SHEETS).

02.21 - EXISTING DUCT (REFER TO HVAC SHEETS).

DIVISION 03 - CONCRETE (REFER TO STRUCTURAL SHEETS)

DIVISION 04 - MASONRY (REFER TO STRUCTURAL SHEETS)

DIVISION 05 - METALS (REFER TO STRUCTURAL SHEETS)

DIVISION 06 - WOOD, PLASTICS, & COMPOSITES (REFER TO ARCHITECTURAL WOODWORK SCHEDULE)

DIVISION 07 - THERMAL & MOISTURE PROTECTION (REFER TO INSULATION SCHEDULE)

DIVISION 08 - OPENINGS (REFER TO DOOR & LOUVER SCHDULES).

DIVISION 09 - FINISHES (REFER TO ROOM TREATMENT SCHEDULE)

DIVISION 10 - SPECIALITIES (REFER TO SPECIALITIES SCHEDULE)

DIVISION 11 - EQUIPMENT (REFER TO EQUIPMENT SCHEDULE)

DIVISION 12 - FURNISHINGS (NOT USED)

DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 - CONVEYING EQUIPMENT (NOT USED)

DIVISION 22 - PLUMBING (REFER TO PLUMBING SHEETS)

22.01 - NEW PLUMBING FIXTURE (REFER TO PLUMBING SHEETS).

DIVISION 23 - HVAC (REFER TO HVAC SHEETS)

23.01 - NEW EXHAUST HOODS (REFER TO HVAC SHEETS).

DIVISION 26 - ELECTRICAL (REFER TO ELECTRICAL SHEETS)

DIVISION 32 - EXTERIOR IMPROVEMENTS (NOT USED)

00.00

02.01 02.02

02.02

02.02

02.02

02.04

02.03

02.03

02.04

02.02

02.02

02.05

02.02

02.01

02.03

02.03

02.03

BLASTING ROOM

SPRAY BOOTH

ROOM

ROOM

ROOM

ROOM

ROOM

ROOM

ROOM

130 ROOM

02.03

EQ-01

EQ-02

EQ-03

EQ-04

EQ-05

EQ-08

EQ-09

EQ-12

EQ-13

EQ-09

EQ-09

02.12

02.12

02.18

22.01

22.01

22.14

02.1702.21

02.12

22.14

02.12

02.12

DYNOTEC

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

PARTIAL FIRST FLOOR DEMOLITION PLAN

0.40.30.2 0.5 0.6 0.7

0.8

1 3

0.1

KEY PLAN

1. ALL EXISTING EXITS, STRUCTURAL ELEMENTS, FIRE ALARM, FIRE DETECTION DEVICES, INCLUDING

MANUAL PULL STATIONS, HORN STROBES, SMOKE DETECTORS, FIRE EXTINGUISHERS, AND

REQUIRED MEANS OF EGRESS, EGRESS LIGHTING, AND EXIT SIGNAGE SHALL BE MAINTAINED AT ALL

TIMES DURING DEMOLITION OF INDICATED CEILINGS PURSUANT TO O.B.C. CHAPTER 33

2. TEMPORARY WALKWAYS AND BARRIERS SHALL BE PROVIDED AS NECESSARY TO MAINTAIN ALL

PATHS OF EGRESS DURING DEMOLITION OF AREAS INDICATED.

3. ALL EXISTING CONSTRUCTION NOT INDICATED TO BE DEMOLISHED, BUT DAMAGED DURING

DEMOLITION/CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AND/OR REPLACED TO ORIGINAL

CONDITIONS AT THE EXPENSE OF THE CONTRACTOR.

4. OWNER MAINTAINS RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED ITEMS (DOORS, DOOR

HARDWARE, PLUMBING FIXTURES, LOCKERS, AND/OR SIMILAR ITEMS). COORDINATE ITEMS TO BE

SALVAGED AND TURNED OVER TO OWNER WITH OWNER'S REPRESENTATIVE.

5. EXISTING UTILITIES: TERMINATE ALL EXISTING UTILITIES WITHIN EXISTING CONSTRUCTION INDICATED FOR DEMOLITION BACK TO SOURCE, U.N.O. UNDERSLAB UTILITIES: CAP ALL UTILITIES WITHIN

EXISTING CONSTRUCTION INDICATED FOR DEMOLITION UNDER SLAB, U.N.O.

6. FIELD VERIFY ALL DIMENSIONS LOCATING EXISTING CONSTRUCTION AND COORDINATE WITH DIMENSIONS FOR NEW CONSTRUCTION. IF SIGNIFICANT DESCREPANCIES EXIST BETWEEN INDICATED

DIMENSIONS AND ACTUAL FIELD CONDITIONS, REQUEST CLARIFICATION/DIRECTION FROM

ARCHITECT.

7. START/STOP/MOVING COMPRESSOR AND OTHER ITEMS, OR CONSTRUCTION AND DEMOLITION THAT MAY INTERRUPT WORK FLOW IN HANGAR MUST BE COORDINATED WITH CE & BUILDING SUPERVISOR.

DIVISION 00 - PROCUREMENT & CONTRACTING REQUIREMENTS (REFER TO PROJECT MANUAL)

DIVISION 01 - GENERAL REQUIREMENTS (REFER TO PROJECT MANUAL)

DIVISION 02 - EXISTING CONDITIONS (REFER TO DEMOLITION PLANS)

02.01 - EXISTING CONSTRUCTION TO REMAIN UNDISTURBED, U.N.O.

02.02 - EXISTING CONSTRUCTION TO BE REMOVED IN ITS ENTIRETY.

02.03 - EXISTING DOOR TO BE REMOVED.

02.04 - EXISTING FIRE EXTINGUISHER TO BE REMOVED.

02.05 - EXISTING OVERHEAD DOOR TO BE REMOVED.

02.06 - EXISTING CABINET TO REMAIN.

02.07 - EXISTING CABINET TO BE REMOVED.

02.08 - EXISTING COMPUTER STATION TABLE TO BE SALVAGED FOR REINSTALLATION.

02.09 - EXISTING COMPUTER STATION TABLE TO REMAIN.

02.10 - EXISTING COPPER PIPE TO REMAIN UNDISTURBED, U.N.O.

02.11 - EXISTING CONCRETE PAD TO BE REMOVED IN ITS ENTIRETY.

02.12 - EXISTING CONCRETE SLAB ON GRADE AREA TO BE SAW CUT FOR NEW SANITARY LINE (REFER

TO PLUMBING SHEETS).

02.13 - EXISTING FLOOR GRATE TO REMAIN.

02.14 - EXISTING PLUMBING FIXTURE (REFER TO PLUMBING SHEETS).

02.15 - EXISTING BOILER (REFER TO PLUMBING SHEETS).

02.16 - EXISTING WATER HEATER (REFER TO PLUMBING SHEETS).

02.17 - EXISTING AIR HANDLER (REFER TO HVAC SHEETS).

02.18 - EXISTING TRANSFORMER (REFER TO ELECTRICAL SHEETS).

02.19 - EXISTING ELECTRICAL PANEL (REFER TO ELECTRICAL SHEETS).

02.20 - EXISTING MAIN SWITCH BOARD (REFER TO ELECTRICAL SHEETS).

02.21 - EXISTING DUCT (REFER TO HVAC SHEETS).

DIVISION 03 - CONCRETE (REFER TO STRUCTURAL SHEETS)

DIVISION 04 - MASONRY (REFER TO STRUCTURAL SHEETS)

DIVISION 05 - METALS (REFER TO STRUCTURAL SHEETS)

DIVISION 06 - WOOD, PLASTICS, & COMPOSITES (REFER TO ARCHITECTURAL WOODWORK SCHEDULE)

DIVISION 07 - THERMAL & MOISTURE PROTECTION (REFER TO INSULATION SCHEDULE)

DIVISION 08 - OPENINGS (REFER TO DOOR & LOUVER SCHDULES).

DIVISION 09 - FINISHES (REFER TO ROOM TREATMENT SCHEDULE)

DIVISION 10 - SPECIALITIES (REFER TO SPECIALITIES SCHEDULE)

DIVISION 11 - EQUIPMENT (REFER TO EQUIPMENT SCHEDULE)

DIVISION 12 - FURNISHINGS (NOT USED)

DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 - CONVEYING EQUIPMENT (NOT USED)

DIVISION 22 - PLUMBING (REFER TO PLUMBING SHEETS)

22.01 - NEW PLUMBING FIXTURE (REFER TO PLUMBING SHEETS).

DIVISION 23 - HVAC (REFER TO HVAC SHEETS)

23.01 - NEW EXHAUST HOODS (REFER TO HVAC SHEETS).

DIVISION 26 - ELECTRICAL (REFER TO ELECTRICAL SHEETS)

DIVISION 32 - EXTERIOR IMPROVEMENTS (NOT USED)

00.00

02.02

02.02

02.02

02.02

02.03

02.03

02.03

02.01

02.08

02.06

02.07

02.01

02.02

02.02

ROOM

ROOM

ROOM

ROOM

ROOM

ROOM

ROOM

BREAK

ROOM

HALLWAY

ROOM

BREAK

ROOM

EXISTING

OFFICE

N.I.C.

EXISTING

OFFICE

N.I.C.

EXISTING

OFFICE

N.I.C.

EXISTING

OFFICE

N.I.C.

EXISTING

OFFICE

N.I.C.

EXISTING

OFFICE

N.I.C.

EXISTING

LOCKER ROOM

N.I.C.

HANGER

NIC

EQ-16

EQ-16

02.09

02.12

02.12

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

PARTIAL FIRST FLOOR DEMOLITION PLAN

1 3 4 5

20.8

0.7 j

H

G

F

E

D

KEY PLAN

N

1. ALL EXISTING EXITS, STRUCTURAL ELEMENTS, FIRE ALARM, FIRE DETECTION DEVICES, INCLUDING

MANUAL PULL STATIONS, HORN STROBES, SMOKE DETECTORS, FIRE EXTINGUISHERS, AND

REQUIRED MEANS OF EGRESS, EGRESS LIGHTING, AND EXIT SIGNAGE SHALL BE MAINTAINED AT ALL

TIMES DURING DEMOLITION OF INDICATED CEILINGS PURSUANT TO O.B.C. CHAPTER 33

2. TEMPORARY WALKWAYS AND BARRIERS SHALL BE PROVIDED AS NECESSARY TO MAINTAIN ALL

PATHS OF EGRESS DURING DEMOLITION OF AREAS INDICATED.

3. ALL EXISTING CONSTRUCTION NOT INDICATED TO BE DEMOLISHED, BUT DAMAGED DURING

DEMOLITION/CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AND/OR REPLACED TO ORIGINAL

CONDITIONS AT THE EXPENSE OF THE CONTRACTOR.

4. OWNER MAINTAINS RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED ITEMS (DOORS, DOOR

HARDWARE, PLUMBING FIXTURES, LOCKERS, AND/OR SIMILAR ITEMS). COORDINATE ITEMS TO BE

SALVAGED AND TURNED OVER TO OWNER WITH OWNER'S REPRESENTATIVE.

5. EXISTING UTILITIES: TERMINATE ALL EXISTING UTILITIES WITHIN EXISTING CONSTRUCTION INDICATED FOR DEMOLITION BACK TO SOURCE, U.N.O. UNDERSLAB UTILITIES: CAP ALL UTILITIES WITHIN

EXISTING CONSTRUCTION INDICATED FOR DEMOLITION UNDER SLAB, U.N.O.

6. FIELD VERIFY ALL DIMENSIONS LOCATING EXISTING CONSTRUCTION AND COORDINATE WITH DIMENSIONS FOR NEW CONSTRUCTION. IF SIGNIFICANT DESCREPANCIES EXIST BETWEEN INDICATED

DIMENSIONS AND ACTUAL FIELD CONDITIONS, REQUEST CLARIFICATION/DIRECTION FROM

ARCHITECT.

7. START/STOP/MOVING COMPRESSOR AND OTHER ITEMS, OR CONSTRUCTION AND DEMOLITION THAT MAY INTERRUPT WORK FLOW IN HANGAR MUST BE COORDINATED WITH CE & BUILDING SUPERVISOR.

DIVISION 00 - PROCUREMENT & CONTRACTING REQUIREMENTS (REFER TO PROJECT MANUAL)

DIVISION 01 - GENERAL REQUIREMENTS (REFER TO PROJECT MANUAL)

DIVISION 02 - EXISTING CONDITIONS (REFER TO DEMOLITION PLANS)

02.01 - EXISTING CONSTRUCTION TO REMAIN UNDISTURBED, U.N.O.

02.02 - EXISTING CONSTRUCTION TO BE REMOVED IN ITS ENTIRETY.

02.03 - EXISTING DOOR TO BE REMOVED.

02.04 - EXISTING FIRE EXTINGUISHER TO BE REMOVED.

02.05 - EXISTING OVERHEAD DOOR TO BE REMOVED.

02.06 - EXISTING CABINET TO REMAIN.

02.07 - EXISTING CABINET TO BE REMOVED.

02.08 - EXISTING COMPUTER STATION TABLE TO BE SALVAGED FOR REINSTALLATION.

02.09 - EXISTING COMPUTER STATION TABLE TO REMAIN.

02.10 - EXISTING COPPER PIPE TO REMAIN UNDISTURBED, U.N.O.

02.11 - EXISTING CONCRETE PAD TO BE REMOVED IN ITS ENTIRETY.

02.12 - EXISTING CONCRETE SLAB ON GRADE AREA TO BE SAW CUT FOR NEW SANITARY LINE (REFER

TO PLUMBING SHEETS).

02.13 - EXISTING FLOOR GRATE TO REMAIN.

02.14 - EXISTING PLUMBING FIXTURE (REFER TO PLUMBING SHEETS).

02.15 - EXISTING BOILER (REFER TO PLUMBING SHEETS).

02.16 - EXISTING WATER HEATER (REFER TO PLUMBING SHEETS).

02.17 - EXISTING AIR HANDLER (REFER TO HVAC SHEETS).

02.18 - EXISTING TRANSFORMER (REFER TO ELECTRICAL SHEETS).

02.19 - EXISTING ELECTRICAL PANEL (REFER TO ELECTRICAL SHEETS).

02.20 - EXISTING MAIN SWITCH BOARD (REFER TO ELECTRICAL SHEETS).

02.21 - EXISTING DUCT (REFER TO HVAC SHEETS).

DIVISION 03 - CONCRETE (REFER TO STRUCTURAL SHEETS)

DIVISION 04 - MASONRY (REFER TO STRUCTURAL SHEETS)

DIVISION 05 - METALS (REFER TO STRUCTURAL SHEETS)

DIVISION 06 - WOOD, PLASTICS, & COMPOSITES (REFER TO ARCHITECTURAL WOODWORK SCHEDULE)

DIVISION 07 - THERMAL & MOISTURE PROTECTION (REFER TO INSULATION SCHEDULE)

DIVISION 08 - OPENINGS (REFER TO DOOR & LOUVER SCHDULES).

DIVISION 09 - FINISHES (REFER TO ROOM TREATMENT SCHEDULE)

DIVISION 10 - SPECIALITIES (REFER TO SPECIALITIES SCHEDULE)

DIVISION 11 - EQUIPMENT (REFER TO EQUIPMENT SCHEDULE)

DIVISION 12 - FURNISHINGS (NOT USED)

DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 - CONVEYING EQUIPMENT (NOT USED)

DIVISION 22 - PLUMBING (REFER TO PLUMBING SHEETS)

22.01 - NEW PLUMBING FIXTURE (REFER TO PLUMBING SHEETS).

DIVISION 23 - HVAC (REFER TO HVAC SHEETS)

23.01 - NEW EXHAUST HOODS (REFER TO HVAC SHEETS).

DIVISION 26 - ELECTRICAL (REFER TO ELECTRICAL SHEETS)

DIVISION 32 - EXTERIOR IMPROVEMENTS (NOT USED)

00.00

02.01

02.10

02.11

EQ-19

EQ-21

EQ-25

EQ-26

EQ-27 02.11

02.11

EQ-46

02.18

02.15

02.1602.16

02.19

02.20

02.13

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

PARTIAL FIRST FLOOR DEMOLITION PLAN

KEY PLAN

N

ROOF DEMOLITION PLAN GENERAL NOTES

ROOF DEMOLITION PLAN CODED NOTES

1. REFER TO SHEET G002 FOR ALL ABBREVIATIONS AND SYMBOLS.

2. DO NOT SCALE DRAWINGS. IF DIMENSIONS CANNOT BE DETERMINED OR DOCUMENTS ARE IN

CONFLICT, THE CONTRACTOR SHALL OBTAIN CLARIFICATION FROM THE ARCHITECT PRIOR TO

CONTINUATION OF WORK.

3. ALL DIMENSIONS SHOWN ARE TO FACE OF MASONRY OR FRAMING UNLESS SPECIFICALLY NOTED

OTHERWISE.

4. ALL EXISTING CONSTRUCTION NOT INDICATED TO BE DEMOLISHED, BUT DAMAGED DURING

DEMOLITION/CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AND/OR REPLACED TO ORIGINAL

CONDITIONS AT THE EXPENSE OF THE CONTRACTOR.

5. VERIFY EXISTING ROOF SYSTEM WITH CONTRACTING OFFICER. INSTALL ALL NEW CURBS,

FLASHINGS.

DIVISION 00 - PROCUREMENT & CONTRACTING REQUIREMENTS (REFER TO PROJECT MANUAL)

DIVISION 01 - GENERAL REQUIREMENTS (REFER TO PROJECT MANUAL)

DIVISION 02 - EXISTING CONDITIONS (REFER TO DEMOLITION PLANS)

02.01 - EXISTING CONSTRUCTION TO REMAIN UNDISTURBED, U.N.O.

02.02 - EXISTING APPURTENANCE TO REMAIN UNDISTURBED, UNO.

02.03 - EXISTING EXHAUST PENETRATION TO BE CAPPED (REFER TO E / A501 & MECHANICAL SHEETS).

02.04 - EXISTING STRUCTURAL ROOF FRAMING BELOW, VERIFY SPACING AND LOCATIONS. (REFER TO

STRUCTURAL SHEETS).

02.05 - EXISTING ROOF TOP UNIT TO BE REMOVED (REFER TO MECHANICAL SHEETS).

02.06 - PORTION OF EXISTING ROOF TO BE REMOVED FOR PLACEMENT OF STRUCTURAL MEMBERS

(REFER TO STRUCTURAL SHEETS).

02.07 - EXISTING ROOF AREA TO BE REMOVED FOR NEW ROOF PENETRATIONS FOR GOVERNMENT

INSTALLED PAINT BOOTH EXHAUST & INTAKE.

02.08 - EXISTING WALL AREA TO BE REMOVED FOR PLACEMENT OF LOUVRE (REFER DETAIL B & C /

A501 & TO MECHANICAL SHEETS.

DIVISION 03 - CONCRETE (REFER TO STRUCTURAL SHEETS)

DIVISION 04 - MASONRY (REFER TO STRUCTURAL SHEETS)

DIVISION 05 - METALS (REFER TO STRUCTURAL SHEETS)

DIVISION 06 - WOOD, PLASTICS, & COMPOSITES (REFER TO ARCHITECTURAL WOODWORK SCHEDULE)

DIVISION 07 - THERMAL & MOISTURE PROTECTION (REFER TO INSULATION SCHEDULE)

DIVISION 08 - OPENINGS (REFER TO DOOR & LOUVER SCHEDULES)

DIVISION 09 - FINISHES (REFER TO ROOM TREATMENT SCHEDULE)

DIVISION 10 - SPECIALITIES (REFER TO SPECIALITIES SCHEDULE)

DIVISION 11 - EQUIPMENT (REFER TO EQUIPMENT SCHEDULE)

DIVISION 12 - FURNISHINGS (NOT USED

DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 - CONVEYING EQUIPMENT (NOT USED)

DIVISION 21 - FIRE SUPPRESSION (REFER TO FIRE PROTECTION SHEETS)

DIVIS…