A15 Attachment 3 Drawings ZQEL 24-0005 Renovate B295.pdf

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DYNOTEC

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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 24-0005

RENOVATE HANGAR B295 FOR C130J CONVERSION

PREPARED BY:

ARCHITECT & STRUCTURAL ENGINEER

VICINTY MAP PARTIAL BASE PLAN

N N

PROJECT LOCATION

BASE CONTRACTING

BASE CIVIL ENGINEER

BASE LOCATION

GOVERNMENT SIGNATURE BLOCK

CHIEF, ENGINEERING DIVISION DATE

CHIEF, DESIGN BRANCH

PROJECT ENGINEER

DATE

DATE

APPROVED BY

REVIEWED BY

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 INDEXCODE INFORMATION

ISSUED FOR:

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B I D

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GENERAL

● ● ● G001 COVER SHEET 01

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

● ● ● G101 OVERALL FIRST FLOOR PLAN 03

STRUCTURAL

● ● ● S001 STRUCTURAL GENERAL NOTES 04

● ● ● S101 FIRST FLOOR PLAN 05

● ● ● S102 DEMO AND FOUNDATION PLANS 06

● S103 PARTIAL FLOOR PLANS 07

● S104 ROOF FRAMING PLAN 08

● ● ● S201 SECTIONS 09

● ● ● S301 ELEVATIONS 10

● S302 ELEVATIONS 11

● ● ● S401 STRUCTURAL DETAILS 12

● ● ● S402 STRUCTURAL DETAILS 13

ARCHITECTURAL

● ● ● A121 OVERALL ROOF PLAN 14

● ● ● A501 EXTERIOR DETAILS 15

FIRE PROTECTION

● ● ● F000 FIRE PROTECTION COVERSHEET 16

● ● ● F101 FIRE PROTECTION DEMOLITION PLAN 17

● ● ● F201 FIRE PROTECTION PLAN 18

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

EXISTING USE & OCCUPANCY: (OBC SECTION 304.1)

S1 - MODERATE HAZARD STORAGE

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

HEIGHT ALLOWABLE EXISTING

SI USE, IIB CONSTRUCTION, S1

HEIGHT IN FEET 75'-0" 55'-10"

HEIGHT IN STORIES 3 1

AREA

ALLOWABLE

(GROSS AREA/FLOOR)

EXISTING

(GROSS AREA/FLOOR)

S1 USE, IIB CONSTRUCTION, S1

FIRST FLOOR 92,000 SF 22,929 SF

MEZZANINE 92,000 SF 195 SF

TOTAL: 184,000 SF 23,124 SF

EXISTING CONSTRUCTION TYPE: II 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)

SI

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

FUNCTION OF SPACE

FLOOR AREA /

OCCUPANT

(SF)

TOTAL FLOOR

AREA

(SF)

TOTAL

OCCUPANTS

OFFICES 100 GROSS 2,168 22

LOCKER ROOMS 50 GROSS 915 18

HANGAR 500 GROSS 19,085 38

MECHANICAL 300 GROSS 956 2

TOTALS: - 80

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

REQUIRED: 1 - 500 OCCUPANTS = 2 EXITS

EXISTING: 7 EXITS (UNCHANGED)

EXIT ACCESS TRAVEL DISTANCE: (OBC TABLE 1017.2)

S OCCUPANCY

REQUIRED: 250'-00” MAXIMUM WITH SPRINKLERS

EXISTING: 70' - 0" (UNCHANGED)

CORRIDOR FIRE RESISTANCE RATING: (OBC TABLE 1020.1)

S OCCUPANCY w/ SPRINKLERS

REQUIRED: 0 HOUR

EXISTING: 0 HOUR (UNCHANGED)

MINIMUM CORRIDOR WIDTH: (OBC TABLE 1020.2)

S OCCUPANCY

REQUIRED: 44 INCHES MINIMUM

EXISTING: 48 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

DYNOTEC

ISSUED FOR:

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PLUMBING

● ● ● P000 PLUMBING COVERSHEET 19

● ● ● P101 PLUMBING DEMOLITION PLAN 20

● ● ● P201 PLUMBING PLAN 21

● ● ● P400 PLUMBING DETAILS & SCHEDULES 22

MECHANICAL

● ● ● M000 HVAC COVERSHEET 23

● ● ● M101 VENTILATION DEMOLITION PLAN 24

● ● ● M201 VENTILATION PLAN 25

● ● ● M301 VENTILATION ROOF PLAN 26

● ● ● M400 HVAC DETAILS 27

● ● ● M401 HVAC DETAILS 28

● ● ● M600 HVAC SCHEDULES 29

ELECTRICAL

● ● ● E000 ELECTRICAL COVERSHEET 30

● ● ● E101 LIGHTING DEMOLITION PLAN 31

● ● ● E111 ELECTRICAL DEMOLITION PLAN 32

● ● ● E201 LIGHTING PLAN 33

● ● ● E211 ELECTRICAL PLAN 34

● ● ● E212 ELECTRICAL - ROOF PLAN 35

● ● ● E400 ELECTRICAL DETAILS 36

● E500 ELECTRICAL SINGLE LINE DIAGRAM 37

PROJECT DESCRIPTION

THE PROJECT INVOLVES AN INTERIOR ALTERATION FOR AN EXISTING SINGLE-STORY OFFICE/AIR CRAFT HANGAR BUILDING. AREA OF ALTERATION AREA IS APPROXIMATELY 650 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

1 4 1 2 1 3 1 2

DRINKING FOUNTAINS

(1/100)

SERVICE SINKS

(1/FLOOR)

REQUIRED PROVIDED REQUIRED PROVIDED

1 1 1 1

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

X A000

INSULATION MARK (REFER TO INSULATION SCHEDULE)

ROOM/SPACE NUMBER

PLAN NORTH ARROW

REVISION NUMBER

ARCHITECTURAL WOODWORK MARK (REFER TO ACCESSORY SCHEDULE)

DOOR MARK (REFER TO DOOR SCHEDULE)

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)EQ-#

SPECIALTY MARK (REFER TO SPECIALTY SCHEDULE)SP-#

FURNITURE MARK (REFER TO FURNITURE SCHEDULE)F-#

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

ACCESSORY MARK (REFER TO ACCESSORY SCHEDULE)A-#

MATERIAL LEGEND

EXTERIOR ELEVATION NO.

DWG. REF. NO.

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.

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 (NOT USED)

DIVISION 04 - MASONRY (NOT USED)

DIVISION 05 - METALS (REFER TO EXTERIOR DETAILS SHEET)

DIVISION 06 - WOOD, PLASTICS, & COMPOSITES (REFER TO EXTERIOR DETAILS SHEET)

DIVISION 07 - THERMAL & MOISTURE PROTECTION (REFER TO EXTERIOR DETAILS SHEET)

DIVISION 08 - OPENINGS (NOT USED)

DIVISION 09 - FINISHES (NOT USED)

DIVISION 10 - SPECIALITIES (NOT USED)

DIVISION 11 - EQUIPMENT (NOT USED)

DIVISION 12 - FURNISHINGS (NOT USED)

DIVISION 13 - SPECIAL CONSTRUCTION

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

HANGAR BAY

MECHANICAL ROOM

STORAGE

OFFICE

OFFICE

TOOL ROOM

BREAK ROOM

TRAINING

UTILITY

MEN

WOMEN

1 2 2.1 3 3.3 4 5 5.1 5.5 5.8 6 7 8 9 X

H

G

F

E

D

C

B

A

DYNOTEC

N

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

OVERALL FIRST FLOOR PLAN

GENERAL NOTES

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 CLEARANCE:

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

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. 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

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 (A325N), 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 "PRETENSIONED" 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

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.

DESIGN COMPRESSIVE

STRENGTH

f'm (psi)

2,000

UNIT STRENGTH

(psi)

2,000

GROUT STRENGTH

(psi)

MIN. (MAX.)

2,000

MORTAR

PROPERTIES

TYPE S

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

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

FIRST FLOOR PLAN

EQ-

2 2.1 3 3.1 4 5 5.1 5.8 6 7 8 9 10

H

F.4

F.1

F

E

D

C

B

A

DYNOTEC

PROP 4'-0" x 6'-0" EQUIPMENT PAD

PROP. 4'-0" CATWALK

PROP. STAIRS

G

28'-11"± 14'-3"± 5'-0"± 5'-0"± 17'-6"± 21'-4"± 11'-8"± 14'-0"± 11'-8"± 21'-4"± 21'-0"± 20'-9"±

'-1

'-4

'-4

'-4

'-4

'6

'-0

'-3

28'-11"±

MEZZANINE

AREA

S103

S102

S102

'-1

10'-3 5/8"

12'-3" 12'-4"

'-8

S103

S103

MECHANICAL

ROOM

STRUCTURAL DEMO PLAN1

S102

5.1 5.8 6

H

G

FOUNDATION PLAN2

S102

5.1 5.8 6

H

G

'-3

11'-8" 14'-0" 11'-8"

'-3

" MEZZANINE

AREA

EXIST. W8 EXIST. W8EXIST. W8 EXIST. W12EXIST. W8

EX

IS

T.

W

EX

IS

T.

W x5

EXIST. W12 COLUMN EXIST. W12 COLUMN

EX

IS

T.

R

O O

F

TR

U S S

ES

EX

IS

T.

R

O O

F

TR

U S S

ES

EX

IS

T.

W

EX

IS

T.

W x5

LEGEND:

EXISTING STEEL MEMBERS TO BE REMOVED

11'-8" 14'-0" 11'-8"

EXIST. W8 EXIST. W18EXIST. W8 EXIST. W12EXIST. W18

EX

IS

T.

W

EX

IS

T.

W x5

EXIST. W12 COLUMN EXIST. W12 COLUMN

EX

IS

T.

R

O O

F

TR

U S S

ES

EX

IS

T.

R

O O

F

TR

U S S

ES

EX

IS

T.

W

EX

IS

T.

W x5

'-4

/8

8'-4" 14'-0" 11'-8"

'-1

/8

HSS6x6x12" (TYP.)

S402

TYP

S402

NOTE: NEW LOCATION FOR

NOSE CONE

EX. 9" REINFORCED

CONCRETE SLAB

EX

IS

T.

W

EX

IS

T.

W

EX

IS

T.

W

EX

IS

T.

W

EXIST. W12

EXIST. W12

EXIST. W12

EXIST. W12

EXIST. W12

EXIST. W12

EXIST. W24EXIST. W24 EXIST. W24

3'-4"

SCALE: 38" = 1'-0"

SCALE: 38" = 1'-0"

NOTE: REMOVE THE EXISTING MEZZANINE SLAB

MECHANICAL ROOM3MEZZANINE AREA1

S103

5.1 5.8 6 43.1

F.4

F.1

H

G

MEZZANINE AREA FRAMING PLAN2

5.1 5.8 6

H

G

F

29'-7 3/4"4'-0"

'-0

1"x4" GRATING

REMOVABLE RAILING 11

2" SCH 40 STEEL RAIL

'-9

'-0

'-8

4'-0" 10'-4"±

EQUIPMENT ISOLATION PAD

'-3

11'-8" 14'-0" 11'-8"

C12x20.7 C12x20.7 C12x20.7

C12x20.7 C12x20.7

C x2

.7

C x2

.7

EX

IS

T.

W

HSS 6x6x12" (TYP.)

EXIST. W8 EXIST. W8EXIST. W8 EXIST. W12EXIST. W8

EX

IS

T.

W x5

EXIST. W10 COLUMN (TYP. U.N.O.)

EXIST. W12 COLUMN EXIST. W12 COLUMN

EX

IS

T.

R

O O

F

TR

U S S

ES

EX

IS

T.

R

O O

F

TR

U S S

ES

C12x20.7

W x9

'-0

DOWN

D O

W N

11'-11" GARAGE DOOR OPENING

A

S201

S401

S401

MECHANICAL

ROOM

MEZZANINE

AREA

MEZZANINE

AREA

'-3

2'-0"±

S402

S302

S301

S302

C x2

.7

C12x20.7

S103

S103

B S201

S401

S401

S401

TYP

W x9

W x9

W x9

W x9

W x9

W x9

W x9

W 6x9

W 6x9

3 TYP

TYP

S401

S401

S401

TYP

TYP

TYP

S401

TYP

NOTE:

1) COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO PLACING

EQUIPMENT PAD, COORDINATE PIPE, OPENINGS WITH OTHER DISCIPLINE

DRAWINGS.

2) ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL

DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR AND SHALL

CONFORM TO THOSE SHOWN ON ALL OTHER DRAWINGS.

EX

IS

T.

W

W 6x9

W 6x9

W 6x9

W x9

W x9

COORDINATE THE EXACT

POSITIONS OF THE

TRANSFORMERS WITH MEP.

COORDINATE THE EXACT

POSOTION OF THE

TRANSFORMERS WITH MEP.

S402

SCALE: 38" = 1'-0"

543.132.12

H

G

F.4

F.1

F

14'-3"± 6'-6"± 3'-6"± 17'-6"± 21'-4"±

'-0

'-3

'-6

EXIST. W14x22 EXIST. W14x22 EXIST. W18x35

EXIST. W18x35

EX

IS

T.

W x4

EX

IS

T.

W x4

EX

IS

T.

W x6

EXIST. W8x24

EXIST. 16K2

EXIST. 20K4

EXIST. 20K3

EXIST. 20K3

EXIST. 20K3

EXIST. 18K3

EXIST. 16K2

'-8

1 2

'-1

1 2

'-8

1 2

'-0

'-6

'-0

'-0

'-6

'-6

'-8

EX

IS

T.

K1

EXIST. W8x24

EXIST. 16K2

EXIST. 20K4

EXIST. 20K3

EXIST. 20K3

EXIST. 20K3

EXIST. 18K3

EXIST. 16K2

EX

IS

T.

K1

EXIST. W8x24

EXIST. 16K2

EXIST. 20K4

EXIST. 20K3

EXIST. 20K3

EXIST. 20K3

EXIST. 18K3

EXIST. 16K2

EX

IS

T.

K1

'-8

/2

EX

IS

T.

W x6

S401

HVAC ROOF TOP UNIT

(SEE MEP FOR DETAILS)

2'-7 1/4"

'-6

/4

5.1 5.5 5.8 6 7 8 9

11'-8" 7'-0" 7'-0" 11'-8" 21'-4" 21'-0" 20'-9"

S401

EXIST. W8x24

EXIST. 16K2

EXIST. 20K4

EXIST. 20K3

EXIST. 20K3

EXIST. 20K3

EXIST. 18K3

EXIST. 16K2

EXIST. W8x24

EXIST. 16K2

EXIST. 20K4

EXIST. 20K3

EXIST. 20K3

EXIST. 20K3

EXIST. 18K3

EXIST. 16K2

EXIST. W8x24

EXIST. 16K2

EXIST. 20K4

EXIST. 20K3

EXIST. 20K3

EXIST. 20K3

EXIST. 18K3

EXIST. 16K2

ROOF FRAMING PLAN1

S104

EX

IS

T.

K1

EX

IS

T.

K1

EXIST. W14x22 EXIST. W14x22 EXIST. W18x35

EX

IS

T.

W x4

EX

IS

T.

W x6

EX

IS

T.

W x6

EX

IS

T.

W x4

HVAC ROOF TOP UNIT

(SEE MEP FOR DETAILS)

'-8

/2

8'-10"

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

SECTIONA

S201

ELEV. 1160'-5"

ELEV. 1153'-9"

ELEV. 1145'-9"±

H

EXIST. W12 COLUMN BEYOND

PROP. 11

2" SCH 40

STEEL PIPE RAILING

EXTERIOR

RAIL MOUNT

1"x4" GRATING

W 6X9 (TYP.)

C12x20 (TYP.)

EXIST. W14

EXIST. C12x20.7

EXIST. CMU WALL

EXIST. C12x20.7

EXIST. BRICK FACING

EXIST. SAG RODS

WALL PANELS (SEE

ARCH. DWGS.)

EXIST. HANGAR FLOOR

'-9

'-8 " C

LE

A R A N C

E

4'-0"

SECTIONB

S201

ELEV. 1145'-9"±

EXIST. W12 COLUMN BEYOND

EXTERIOR

RAIL MOUNT

1"x4" GRATINGEXIST. W14

EXIST. CMU WALL

EXIST. HANGAR FLOOR

'-9

'-8 " C

LE

A R A N C

E

4'-0"

EXIST. TRUSS

PROP. 11

2" SCH 40

STEEL PIPE RAILING

EXTEND GRATING TO WALL

BETWEEN COLUMNS

EXTEND GRATING TO WALL

BETWEEN COLUMNS

TRANSFORMER MOUNTING

TRAPEZE (SEE MEP DWGS.)

TRANSFORMER MOUNTING

TRAPEZE (SEE MEP DWGS.)

'-0

C

LE

A R A N C

E A T

TR

A N S

FO

R M

ER

L

O C

A

TI

O N S

'-0

C

LE

A R A N C

E A T

TR

A N S

FO

R M

ER

L

O C

A

TI

O N S

4" KICK PLATE 4" KICK PLATE

NOTES:

1. SEE SHEETSS401 THROUGH S402 FOR BEAM AND COLUMN CONNECTION

DETAILS.

SCALE:

DETAIL

3" = 1'-0"

S201

ROD FOR

TRANSFORMER

SUPPORT BY MEP.

W 6X9

BEAM

4" THK. STIFFENER PLATE

NOTE: PROVIDE STIFFENER

PLATES WHEREVER, THE

TRANSFORMER SUPPORTS ARE

PRESENT.

ELEV. TRUSS

VARIES

COORDINATE WITH MEP FOR

EXACT POSITION OF THE

TRANSFORMERS (TYP.)

W 6X9 (TYP.)

PROVIDE STIFFENER

PLATES AT ALL

TRANSFORMER

LOCATIONS. SEE

DETAIL 1, TYP.

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

NOTES:

1. SEE SHEETS S401 THROUGH S402 FOR STAIR AND STAIR CONNECTION DETAILS.

2. SEE SHEETSS401 THROUGH S402 FOR BEAM AND COLUMN CONNECTION

DETAILS.

SCALE:

NORTH ELEVATION

3/4" = 1'-0"

S301

TOP OF CATWALK ELEV. 1160'-5"

TOP OF GARAGE DOOR ELEV. 1153'-9"

EXIST. FLOOR ELEV. 1145'-9"±

TOP OF MANDOOR ELEV. 1152'-9"

TOP OF LANDING ELEV. 1155'-6"

9 1/2"± CLEARANCE (TYP.)

'-6

/8

C

LE

A R A N C

E

EXIST. GARAGE DOOR

EXIST.

MANDOOR

TYP5

S402

REMOVABLE RAILING SECTIONS

TYP1

S401

2" SCH 40 STEEL PIPE RAILING

C12x20.7

C12x20.7

C12x20.7

W6X9 (TYP.)

STAIR TREAD

(TYP.)

S401

1"x4" GRATING

1"x4" GRATING

2 EQ. SPA. @ 4'-0" MAX. 5" 4'-0" 5" 4'-0" 5" 2 EQ. SPA. @ 4'-0" MAX. 3 EQ. SPA. @ 4'-0" MAX. 3'-3"

HSS6x6x12" (TYP.)

S402

TYP

S402

4'-8 1/8" 4'-8" 4'-8"

COORDINATE WITH MEP FOR

EXACT POSITION OF THE

TRANSFORMERS (TYP.)

SCALE:

WEST ELEVATION

3/4" = 1'-0"

S302

NOTES:

1. SEE SHEETS S401 THROUGH S402 FOR STAIR AND STAIR CONNECTION DETAILS.

5/8'' DIA CONC ANCHORS, 6'' FROM

EACH END MAX 12'' OC

SELF-TAPPING TEK SCREW, 1''

LONG IN 1/4'' DIA HOLE AT 6''

OC

10 GAGE STL PLATE

3/16'' STL BENT PL

/4 M

A X.

/4 M

A X.

14 GAGE STL PLATE

3/16'' STL BENT PL

5/8'' DIA CONC ANCHORS, 6'' FROM

EACH END MAX 12'' OC

SELF-TAPPING TEK SCREW, 1''

LONG IN 1/4'' DIA HOLE AT 6''

OC

/8

M

A X.

1/2" = 1'-0"

PARTIAL RISER

PLATE3

1/2" = 1'-0"

FULL RISER PLATE4

S302

S302

SCALE:

EAST ELEVATION

3/4" = 1'-0"

S302

S402

S302

S302

S402

TYP2

S401

TOP OF CATWALK ELEV. 1160'-5"

EXIST. FLOOR ELEV. 1145'-9"± EXIST. FLOOR ELEV. 1145'-9"±

TOP OF LANDING ELEV. 1155'-6"

H

2" SCH 40 STEEL PIPE RAILING

2" SCH 40 STEEL PIPE RAILING

1"x4" GRATING

1"x4" GRATING

TRANSFORMER AND MOUNTING

TRAPEZE, APPROX. LOCATION

(SEE MEP DWGS.) (TYP.)

TYP5

S402

TYP5

S402HSS6x6x12" (TYP.)

S402

HSS6x6x12" (TYP.)

S402

C 12x20.7

C12x20.7

C12x20.7

HSS 6X6X1

2" (TYP.)

W 6X9(TYP.)

TYP2

S401

STAIR TREAD

(TYP.)

3 SPA. @ 4'-0" MAX.

2'-0" 5" 8'-2" 2'-6"

S402

S402

EX. FLOOR

EX. FLOOR

3/16"

3/16"

4"

8" STL BOT PLATE

W/ 11/16x2 12" SLOTTED HOLES

NON-SHRINK

GROUT

3/16"

3/16"

3/16"

4"

2 REMOVABLE RAIL SECTIONS

2''

EQ-

2''

NOTES:

1. PROVIDE 4'' STIFFENED KICK PLATE ATTACHED TO REMOVABLE RAILING.

2. FABRICATE REMOVABLE RAILING IN MAXIMUM 4'-0'' SECTION WITH 2 POSTS EACH SECTION.

3. THE GUARDRAILS SHALL NOT BE LESS THAN 42 INCHES IN HEIGHT WHEN MEASURED VERTICALLY.

1.

2.

3.

4.

5.

GALVANIZED STEEL GRATING TREADS UNLESS

OTHERWISE NOTED ON PLANS.

HOT DIP GALVANIZE ALL MEMBERS AND FASTENERS

AFTER FABRICATION.

FIELD VERIFY DIMENSIONS AND ELEVATIONS

PRIOR TO FABRICATION.

PROVIDE PROTECTION FOR DISSIMILAR METALS

AS SPECIFIED.

AMERICAN STANDARD C12x20.7 STRINGERS TYPICAL

EXCEPT WHERE OTHERWISE NOTED ON PLANS.

NOTES:

RAILING - REMOVABLE TWO RAIL - STEEL1

S401

3'-0" MIN

2"

3'-0" MIN

" T

O E

PL

A

TE

1/2" GAP IN TOE PLATE (TYP.)2 SIDES

TYP

HSS COL. & C 12 BEAM

CONNECTION DETAIL-TYP.

W 12 COL.,C 12 BEAMS & W 8 BEAM CONNECTION

DETAIL-TYP.

C 12

S401

S401

2" TYP. 1 34" MIN.

1 4

" M

IN

4" DIA. BOLTS WITH 3"

C/C SPACING

HSS 6X6X1

2"

COLUMN

4" THK. CAP

PLATE

4" THK. PLATE

TYP.

4"

HSS COL. & W 6 BEAM

CONNECTION DETAIL-TYP.

S401

2" TYP. 1 34" MIN.

W 6

HSS 6X6X1

2"

COLUMN

4" THK. CAP

PLATE

1 4

" M

IN

2 NO. OF 34"

DIA. BOLTS

TYP.

4"

4" THK.

PLATE

W 10 COL FLANGE. & C 12 BEAM

CONNECTION DETAIL-TYP.

S401

2" TYP. 1 34" MIN.

1 4

" M

IN

C 12

EX. WF 10

COLUMN

4" DIA. BOLTS WITH 3"

C/C SPACING

TYP.

4"

CL

CL

CL

CL

C 12 & W 6

CONNECTION-TYP.

S401

W 6

2" TYP.

1 34" MIN.

1 4

" M

IN

2 NO. OF 34" DIA.

BOLTS

C 12

CHANNEL

4" THK. PALTE

TYP.

4"W 6

EX. W 12 COL.

3 NO. OF 34" DIA. BOLTS WITH 3"

C/C SPACING

C12 C12

L 4X3X1 4"

TYP.

1/4"

1 34" MIN.

1 2 " T

YP

W 12 COL.,C 12 BEAMS

CONNECTION DETAIL-TYP.

S401

EX. W 12 COL.

3 NO. OF 34" DIA. BOLTS WITH 3"

C/C SPACING

1 34" MIN.

W 12 COL.,C 12 & W 6 BEAMS

CONNECTION DETAIL-TYP.

S401

CL

W 6

L 6X4X3 8"

4" DIA. BOLTS

EX. W 12 COL.

1 2 " T

YP

1 34" MIN.

C 12

HVAC ROOF PENETRATION

SUPPORT DETAIL - PLAN

S401

A S

DIM A

VARIES

(SEE PLAN)

D

IM

B

DIM C

EX. 12K1 STEEL

JOIST

L 4X3X1/4

EX. WF 21X62

BEAM

EX. WF 21X62

BEAM

CL BEAM CL BEAM

EX. 12K1 STEEL

JOIST

OPENING DIM A DIM B DIM C

2 3'-9"

SECTIONA

S401

CL JOIST CL JOIST

EX. 12K1 JOIST

3'-8 12"

L 4X3X1/4

NOTE: SEE THE TABLE FOR THE OPENING DIMENSIONS.

4" THK. PLATE

(TYP.)

4" DIA. BOLT

(TYP.)

TYP.1

4"

6'-11"

7'-3"

5'-3 18"

5'-2" 11'-1 78"

4" THK. PALTE

C 12

4" THK. PALTE

EX. W 14

BEAM

TYP.

4"

1 4

" M

IN

4"

NOT TO SCALE

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

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

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

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

SCALE: 1" = 1'-0"

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

SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

1'-0 '' MIN UNLESS OTHERWISE

NOTED ON PLANS

STRINGER

RISER PLATE SEE NOTE 8

SEE NOTE 8

GRATING TREAD

3'-0'' UNLESS OTHERWISE

NOTED ON PLANS

1/2''

CLR FROM WALL

UNO

COPE 3/16'' BENT PL TO CLEAR GROUT AND

STRINGER MOUNTING PL

3/16'' STL BENT PL

VARIES W/ STAIR

SLOPE

/4

M A X

2'' 1 1/2''

STAIRWAY

WIDTH

TREAD BEARING BARS

STEEL

TREAD

2'-3'' OR LESS

2'-9'' OR LESS

3/4'' x 3/16'' 1'' x 3/16'' 2

EQUIPMENT PAD DETAIL7

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

STAIR TREADS1

S402

PLAN - BOTTOM CLOSURE

PLATE

S402

S402

STEEL COLUMN, SEE PLAN FOR

SIZE AND LOCATION

EXIST. CONCRETE SLAB

(HANGAR FLOOR)

BASE PLATE AND BOLTS

EPOXIED INTO EXIST. SLAB

2" NON-SHRINK GROUT

COLUMN BASEPLATE8

S402

1'-0"

'-0

1 1/2"

1 1/2"

HSS 6X6X1

2"

4" THK. BASE

PLATE

WELD HSS TO

PLATE, TYP.5

16"

COLUMN BASEPLATE - PLAN9

S402

(4) 58" DIA.

ADHESIVE ANCHOR BOLTS

NOTE 8:

4"

31 2

" M

IN

8" MIN.

PLAN

RAIL POST, FIELD CUT TO FIT

TOP MOUNTED POST

BASE AS SPECIFIED

(4) SST CONC

ANCHORS AS

SPECIFIED

THE BASEPLATE SHALL SIT

SOLIDLY ON CONCRETE. THE

USE OF SHIMS, WEDGES,

GROUT, ETC. FOR RAILING POST

ALIGNMENT OR ANY OTHER

REASON WILL NOT BE

PERMITTED

ELEVATION

PLAN

ELEVATION

BOLT HEADS AT

STAIRWAY OR

PLATFORM SIDE

STEEL RAILING

POST

BEAM

SIDE MOUNTED

POST BRACKET

AS SPECIFIED

SST BOLTS,

AS SPECIFIED

STAIR STRINGER

PLAN

ELEVATION

STEEL RAILING POST

TOP MOUNTED

POST BRACKET AS

SPECIFIED

SST BOLTS,

AS SPECIFIED

STAIR STRINGER

RAIL MOUNTING PLATE (FLOOR)4

S402

RAIL MOUNT BEAM OR STRINGER)5

S402

RAIL MOUNT (STAIRS)3

S402

9"

8" ADHESIVE ANCHOR BOLTS

(EMBED 13" TYP.)

W 6 - W6 BEAM CONNECTION6

S402

EX. CONCRETE FLOOR

EX. REINF. CONCRETE FLOOR

W 6x9

W 6x9

1 34" MIN.

1 4

" M

IN

2 NO. OF 34" DIA.

BOLTS

4" THK. PALTE

TYP.

4"

SCALE: 34" = 1'-0"

SCALE: 34" = 1'-0"

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

SCALE: 3" = 1'-0"

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

NOT TO SCALE

NOT TO SCALE

ROOF PLAN GENERAL NOTES

ROOF 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 CONTRACTING OFFICER

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.

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 METAL STANDING SEAM ROOF SYSTEM TO REMAIN, U.N.O.

DIVISION 03 - CONCRETE (NOT USED)

DIVISION 04 - MASONRY (NOT USED)

DIVISION 05 - METALS (REFER TO EXTERIOR DETAILS SHEET)

DIVISION 06 - WOOD, PLASTICS, & COMPOSITES (REFER TO EXTERIOR DETAILS SHEET)

DIVISION 07 - THERMAL & MOISTURE PROTECTION (REFER TO EXTERIOR DETAILS SHEET)

07.01 - NEW ROOF CRICKET SLOPE 1/8": 12" MINIMUM.

DIVISION 08 - OPENINGS (NOT USED)

DIVISION 09 - FINISHES (NOT USED)

DIVISION 10 - SPECIALITIES (NOT USED)

DIVISION 11 - EQUIPMENT (NOT USED)

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)

23.01 - NEW ROOF TOP UNITS (REFER TO STRUCTURAL & MECHANICAL SHEETS)

DIVISION 26 - ELECTRICAL (REFER TO ELECTRICAL SHEETS)

DIVISION 32 - EXTERIOR IMPROVEMENTS (NOT USED)

00.00

S

LO

PE

:1

S

LO

PE

:1

S

LO

PE

:1

S

LO

PE

:1

S

LO

PE

:1

S

LO

PE

23.01

23.01

A

A

A

A

02.01

H

IG

H R

O O

F

IN

TE

R M

ED

IA

TE

R

O O

F

H

IG

H R

O O

F

H

IG

H R

O O

F

LO

W

R O

O F

LO

W

R O

O F

02.01 02.0102.0107.01

07.01

DYNOTEC

N

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

OVERALL ROOF PLAN

tpaulin Text Box tpaulin Line

EXTERIOR DETAILS GENERAL NOTES

EXTERIOR DETAILS CODED NOTES

DIVISION 00 - PROCUREMENT & CONTRACTING REQUIREMENTS (NOT USED)

DIVISION 01 - GENERAL REQUIREMENTS (NOT USED)

DIVISION 02 - EXISTING CONDITIONS (REFER TO DEMOLITION SHEETS)

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

02.02 - EXISTING ROOF DECK TO REMAIN UNDISTURBED, U.N.O.

02.03 - EXISTING INSULATION TO REMAIN UNDISTURBED, U.N.O.

02.04 - EXISTING STANDING SEAM METAL ROOF REMAIN UNDISTURBED, U.N.O.

DIVISION 03 - CONCRETE (NOT USED)

DIVISION 04 - MASONRY (NOT USED)

DIVISION 05 - METALS

05.01 - BEARING PLATE.

05.02 - ROOF CURB.

05.03 - BASERAIL.

05.04 - FLOOR PANEL.

DIVISION 06 - WOOD, PLASTICS, & COMPOSITES

06.01 - 2x PRESERVATIVE TREATED WOOD BLOCKING.

06.02 - CANT STRIP.

DIVISION 07 - THERMAL & MOISTURE PROTECTION

07.01 - PREFINISHED FLASHING.

07.02 - PREFINISHED METAL COUNTER - FLASHING.

07.03 - ICE SHIELD.

07.04 - RIGID INSULATION (SEE INSULATION SCHEDULE).

07.05 - GASKET.

DIVISION 08 - OPENINGS (NOT USED)

DIVISION 09 - FINISHES (NOT USED)

DIVISION 10 - SPECIALITIES (NOT USED)

DIVISION 11 - EQUIPMENT (NOT USED)

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 - SITE IMPROVEMENTS (NOT USED)

1. REFER TO WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION.

2. REFER TO WINDOW SCHEDULE FOR ALL EXTERIOR WINDOWS.

3. REFER TO DOOR SCHEDULE FOR ALL EXTERIOR DOORS.

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

CONFLICT, THE CONTRACTOR SHALL OBTAIN CLARIFICATION FROM THE CONTRACTING OFFICER

PRIOR TO CONTINUATION OF WORK.

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

OTHERWISE.

6. WHERE NEW CONSTRUCTION INFILLS OPENINGS IN EXISTING CONSTRUCTION ALIGN FINISH FACES OF

NEW CONSTRUCTION WITH EXISTING CONSTRUCTION.

00.00

05.02

05.01

07.04

06.01

02.02

02.01

07.05

07.03

06.02

02.03

02.04

05.03

05.04

07.02

07.01

06.01

DYNOTEC

SCALE: 3"=1'-0"DETAILA

SCALE: 3"=1'-0"NOT USEDB

SCALE: 3"=1'-0"NOT USEDC

SCALE: 3"=1'-0"NOT USEDD

SCALE: 3"=1'-0"NOT USEDJ

SCALE: 3"=1'-0"NOT USEDK

SCALE: 3"=1'-0"NOT USEDL

SCALE: 3"=1'-0"NOT USEDM SCALE: 3"=1'-0"NOT USEDH

SCALE: 3"=1'-0"NOT USEDG

SCALE: 3"=1'-0"NOT USEDF

SCALE: 3"=1'-0"NOT USEDE

tpaulin Text Box tpaulin Line

FIRE PROTECTION SYMBOL LIST

SYMBOL: DESCRIPTION:

FIRE PROTECTIONFP

FIRE PROTECTION - DRY SYSTEMFPD

SERVICE WATER - POTABLEW

AIR PRESSURE MAINTENANCE DEVICE

AIR SUPERVISORY SWITCH

ANGLE VALVE

BUTTERFLY VALVE WITH MONITOR SWITCH

OS&Y GATE VALVE

OS&Y GATE VALVE WITH MONITOR SWITCH

PRESSURE SWITCH

P

NO HATCH LIGHT HAZARD

ORDINARY GROUP 1

ORDINARY GROUP 2

EXTRA GROUP 1

EXTRA GROUP 2

SPRINKLER - WALL MOUNTED

SPRINKLER

SPRINKLER - CONCEALED

SPRINKLER

SPRINKLER

SPRINKLER

SPRINKLER

A

SPRINKLER

A

INSPECTOR TEST AND DRAIN VALVE

MONITOR SWITCH

COMPRESSED AIR - FIRE PROTECTIONCAF

PIPE CAP

PIPE DOWN

PIPE UP OR UP/DOWN

SHUTOFF VALVE NORMALLY OPEN

DEMOLITION

DRAINDFP

NOT ALL SYMBOLS MAY APPLY.

AUTOMATIC DRAIN VALVE

UNION/FLANGE

DIRECTION OF FLOW IN PIPE

PRESSURE GAUGE (FURNISHED WITH BALL VALVE)P

CHECK VALVE

FLOW SWITCH

F

ROUTE TO DRAIN

AREA BOUNDARY

BACKFLOW PREVENTER

FIRE PROTECTION ABBREVIATION KEY

AD ACCESS DOOR

BFP BACKFLOW PREVENTER

N.C. NORMALLY CLOSED

ABOVE FINISHED FLOORAFF

NOT IN CONTRACTNIC

NORMALLY OPENN.O.

ABBR: DESCRIPTION:

TYPICALTYP

UNLESS OTHERWISE NOTEDUON

I.E. INVERT ELEVATION

SHORT CIRCUIT CURRENT RATINGSCCR

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON

NAME

VIEW NAME

1/8" = 1'-0"

M101

SIMSIM

INDICATES SIMILAR DETAIL REFERENCED

IN MULTIPLE LOCATIONS

LEVEL NAME

10'-0" HEIGHT ABOVE

PROJECT 0'-0"

1 INDICATES NOTE USED TO DESCRIBE

ADDITIONAL INFORMATION ABOUT

WORK REQUIRED, SPECIFIC TO THE

SHEET AND/OR DETAIL

N

INDICATES DIRECTION OF TRUE NORTH

VIEW KEY

LINE TYPE AND TAG KEY:

NEW WORK BY THIS CONTRACTOR (WIDE LINE)

NEW

EXISTING TO BE REMOVED (SHORT DASHED PATTERN)

NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE)

EXISTING

EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN)

EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

HALFTONING DOES NOT MODIFY SCOPE.

'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING

TAG-1 UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL

INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST

INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL

T101

TEMPERATURE CONTROLS CONTRACTORT.C.C.

SECURITY CONTRACTORS.C.

AUDIO/VISUAL CONTRACTORA.V.C.

NURSE CALL CONTRACTORN.C.C.

CIVIL CONTRACTORC.C.

ASBESTOS ABATEMENT CONTRACTOR

FIRE PROTECTION CONTRACTORF.P.C.

HEATING CONTRACTORH.C.

PLUMBING CONTRACTORP.C.

GENERAL CONTRACTORG.C.

MECHANICAL CONTRACTORM.C.

VENTILATION CONTRACTORV.C.

ELECTRICAL CONTRACTORE.C.

A.C.

CONTRACTOR ABBREVIATION KEY

ABBR: DESCRIPTION:

TECHNOLOGY CONTRACTORT.C.

CONSTRUCTION MANAGERC.M.

FOOD SERVICE CONTRACTORF.S.C.

MECHANICAL GENERAL NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED

TO, FIRE PROTECTION, PLUMBING, VENTILATION, PIPING AND TEMPERATURE CONTROL.

1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE

DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS.

DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC.,

AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE

INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING

CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.

2. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM

ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR

PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.

3. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE

CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO

VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO

VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES

OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING

WITH FABRICATION OR EQUIPMENT ORDERS.

4. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE

REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER

ACCESS.

5. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO

COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR

EXPENSE TO OTHERS.

6. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL

CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF

DESIGN.

7. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY

AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING

MOUNTED DEVICES, OTHER THAN SPRINKLERS.

8. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS,

FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS

RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND

FINISH.

9. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE

GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE

PANEL TYPE AND COLOR WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS

PANELS PRIOR TO BIDDING.

10. SLEEVE & SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING, AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF

SHALL BE SEALED AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY

MANUFACTURER FOR OUTDOOR USE.

11. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL,

PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE

TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS

WITHIN ROOMS.

12. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED

OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL

RELEVANT SPEC SECTIONS. SEAL SLEEVE PERIMETER TO BE WATERTIGHT.

13. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT

MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND

REQUIRED SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS,

PIPING, DUCTWORK, ETC.

14. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES.

15. MAINTAIN A MINIMUM WORKING CLEARANCE OF 3’-6” IN FRONT OF ALL ELECTRICAL

EQUIPMENT REQUIRING MAINTENANCE, INSPECTION, AND TESTING INCLUDING BUT NOT

LIMITED TO PANELS, DISTRIBUTION PANELS, SWITCHBOARDS, MOTOR CONTROL CENTERS,

TRANSFORMERS, EQUIPMENT DISCONNECTS AND STARTERS.

16. MAINTAIN THE DEDICATED ELECTRICAL EQUIPMENT SPACE DEFINED BY THE WIDTH / DEPTH

OF ELECTRICAL EQUIPMENT MEASURED FROM THE FLOOR TO A HEIGHT 6’-0” ABOVE THE

EQUIPMENT OR THE STRUCTURAL CEILING, WHICHEVER IS LOWER. SYSTEMS FOREIGN TO

THE ELECTRICAL DISTRIBUTION SYSTEM ARE NOT ALLOWED IN THE DEDICATED

ELECTRICAL SPACE INCLUDING: DUCTWORK, PIPING, ETC.

17. PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL

EXTEND MINIMUM 6” BEYOND ALL SIDES OF EQUIPMENT.

18. DO NOT EXCEED 25 LBS PER HANGER AND A MINIMUM SPACING OF 2'-0" ON CENTER WHEN

ATTACHING TO METAL ROOF DECKING (LIMITATION NOT REQUIRED WITH CONCRETE ON

METAL DECK). THIS 25 LBS. LOAD AND 2'-0" SPACING INCLUDE ADJACENT ELECTRICAL AND

ARCHITECTURAL ITEMS HANGING FROM DECK. IF THE HANGER RESTRICTIONS CANNOT BE

ACHIEVED, SUPPLEMENTAL FRAMING OFF STEEL FRAMING SHALL BE ADDED. ANCHORS

EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE APPROVED IN ACCORDANCE

WITH SPECIFICATIONS.

MECHANICAL RENOVATION NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED

TO, FIRE PROTECTION, PLUMBING, VENTILATION, PIPING AND TEMPERATURE CONTROL.

1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD

SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND

REPORT ANY CONFLICTS BEFORE PROCEEDING.

2. NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS

BEFORE STARTING WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK.

3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR DUCTWORK AND PIPING BEFORE

FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD

CONDITIONS.

4. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF THEIR WORK AND

SHALL NOTIFY THE CONSTRUCTION MANAGER PRIOR TO BIDDING IF OTHER UTILITIES ARE

REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO THEIR AREA OF WORK.

5. EACH CONTRACTOR SHALL CUT AND PATCH ROOFS, WALLS, AND FLOORS ASSOCIATED

WITH THEIR WORK.

6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF

CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL

CONTRACTORS. NOTIFY THE GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO

BIDDING.

7. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH

NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL

EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT

DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL

SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK.

8. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING

CONSTRUCTION. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS THAT

REMAIN ACTIVE.

9. OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY

REASON. MAINTAIN SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW

SYSTEMS ARE INSTALLED.

10. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR

TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND

CONNECTIONS. OBTAIN PERMISSION FROM OWNER BEFORE PARTIALLY OR COMPLETELY

DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH MINIMUM OUTAGE.

11. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT

THAT HAS BEEN REMOVED.

MECHANICAL PHASING NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED

TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE

CONTROL.

1. REFER TO ARCHITECTURAL DRAWINGS FOR GENERAL DESCRIPTION OF PHASES. REFER TO

ARCHITECT'S INSTRUCTIONS FOR MORE DETAILS AND PHASING SCHEDULES AND FOR

CONCURRENT WORK. MECHANICAL, ELECTRICAL AND TECHNOLOGY DRAWINGS DEPICT

THE INTENT OF THE FINAL DESIGN. THE MECHANICAL, ELECTRICAL, AND TECHNOLOGY

DRAWINGS DO NOT DEPICT THE MEANS AND METHODS TO MEET THE REQUIREMENTS OF

THE PHASING CRITERIA.

2. REVIEW PROJECT PHASING PLANS TO COORDINATE DEMOLITION WORK, OUTAGES, ETC.

WITH AFFECTED ADJACENT AREAS.

3. PROVIDE TEMPORARY DUCTWORK, PIPING, SHUTOFF VALVES, ZONE VALVES, ZONE

ALARMS, ETC. AS NEEDED TO MAINTAIN SERVICE TO ALL AREAS DURING ALL PHASES OF

PROJECT.

4. INSTALL TEMPORARY DUCTWORK, PIPING, SHUTOFF VALVES, ETC. AS NECESSARY TO KEEP

ALL OCCUPIED SPACES OPERATIONAL THROUGHOUT ALL PHASES OF THE PROJECT

5. PHASE DEMOLITION WORK TO MINIMIZE DOWNTIME.

1. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE

CONTRACTOR. CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS

REQUIRED FOR FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.

2. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID

TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS

RESPONSIBLE FOR COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND

IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL

TAKES PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST MANUFACTURER IS THE

BASIS OF DESIGN.

3. CENTER SPRINKLERS IN CEILING TILES IN BOTH DIRECTIONS IN ALL AREAS. IN AREAS

WITH 2’X4’ CEILING TILES CENTERING USING A 2’X2’ CEILING PATTERN IS ACCEPTABLE.

SPRINKLER HEADS SHALL BE ALIGNED WITH OTHER SPRINKLER HEADS, LIGHTING,

DIFFUSERS, AND ANY OTHER FEATURES IN THE CEILING.

4. NEW SPRINKLERS SHALL BE QUICK RESPONSE TYPE, UNLESS OTHERWISE NOTED.

CONTRACTOR SHALL NOT MIX STANDARD RESPONSE SPRINKLERS WITH QUICK

RESPONSE SPRINKLERS IN UNPARTITIONED SPACES.

5. PROVIDE COVERAGE ABOVE AND BELOW ALL EXPOSED DUCTWORK…