W912HV-20-B-0013-AM0001 Revised Drawings.pdf

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GATE 20

N : 3959240.006

E : 350593.694

JPG-1

N : 3959286.831

E : 350547.881

TG-1

N : 3959289.072

E : 350559.459

GATE 10

N : 3959326.169

E : 350581.891

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E : 351348.329

N : 3957447.837

E : 351230.880

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JPG-2

N : 3957875.636

E : 350883.528

TG-2

N : 3957787.699

E : 350923.240

TG-3

N : 3957918.558

E : 351137.698

JPG-3

N : 3957904.069

E : 351139.670

TG-4

N : 3957758.269

E : 351212.918

JPG-4

N : 3957174.676

E : 351495.798

JPG-5

N : 3957445.385

E : 351453.810

JPG-6

N : 3958981.162

E : 350712.653

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JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

GENERAL NOTES

LEGEND

TRUE NORTH

READY TO ADVERTISE - 06 MARCH 2020

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1. ALL GRUBBING AND CLEARING RESIDUE,

DEMOLISHED MATERIAL RUBBISH AND

DEBRIS GENERATED BY THIS PROJECT

SHALL BE HAULED OFFSITE TO AN

APPROVED LANDFILL

2. CONSTRUCTION WITHIN 61 METERS OF

FOXTROT TAXIWAY REQUIRES A MINIMUM

45-DAY COORDINATION NOTICE WITH THE

CONTRACTING OFFICER AND THE AIRFIELD

MANAGER. THE BASE IS NOT ALLOWED TO

FLY AIRCRAFT DURING 10:00PM AND

5:00AM DURING NORMAL OPERATIONS. THE

AIRFIELD MANAGER WILL ALLOW NIGHT

CONSTRUCTION TO MINIMIZE AIRCRAFT

OPERATIONAL IMPACTS.

3. "FY17 MILCON AFSOC103022 AIRFIELD

APRON AND SITE INFRASTRUCTURE" IS

SHOWN AS EXISTING CONDITIONS.

4. CONTRACTOR ACCESS FOR BUILDING

CONSTRUCTION AND SITE WORK SHALL BE

THROUGH GATES 7 AND 10.

5. IT IS ASSUMED THAT CONSTRUCTION OF

"FY17 MILCON AFSOC103022 AIRFIELD

APRON AND SITE INFRASTRUCTURE" WILL

COINCIDE IN TIME AND LOCATION WITH

THIS PROJECT. CONTRACTOR SHALL

COORDINATE WITH CONTRACTING

OFFICER AND "AIRFIELD APRON AND SITE

INFRASTRUCTURE" CONTRACTOR FOR

MATTERS INCLUDING, BUT NOT LIMITED TO,

SHARED LAYDOWN AREA, HAUL ROUTE,

AND SITE ACCESS.

TWO-WAY HAUL ROUTE

PROJECT BOUNDARY

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FIRE STATION

BASE CIVIL ENGINEER

ID/PASS GATE

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SITE LOCATION MAP AND HAUL ROUTES

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GATE 10, GATE 20

TEMPORARY GATE (TG)

JOGGING PATH GATE (JPG)

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SEAL

JAMES D. EMERSON

62773

05-21-2020

SEAL

05-21-202009-25-2020

10/02/2020

TEXAS REGISTERED

ENGINEERING FIRM F-296

05-20509-

10/02/

(AM-0001)

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READY TO ADVERTISE - 06 MARCH 2020

TEXAS REGISTERED

ENGINEERING FIRM F-2966

CU502

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Ø VARIES PVC Ø VARIES PVCØ VARIES-WYE PVC

EXISTING GRADE

CLEANOUT

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THREADED OUTLET

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GRADE SURFACE

25 CROWN

150 DIAMETER SCHEDULE

40 STEEL PIPE

75 DOME FILL POST

WITH CONCRETE

Ø300

(21 MPa)

NOTE

1. SLOPE CONCRETE COLLAR AWAY FROM HYDRANT

NTS

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T H

EXISTING 150 GATE VALVE

EXISTING 150 PVC

2100 MAX

1000 MIN

FACE OF EXISTING CURB OR

EDGE OF EXST ROADWAY

CRUSHER-RUN

FILL

22575

600 x 600

CONC.

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GROUND LINE

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ELEVATION

CONCRETE

ANCHOR BLOCK

(21MPa)

NEW 150 PVC

NOTE: ALL DIMENSIONS SHOWN ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.

FINISHED

GRADE

100 (1 EA) PUMPER

CONNECTION FACING ROADWAY

63 (2 EA) FIRE HOSE

OUTLETS

NEW FIRE HYDRANT

(DRY BARREL TYPE WITH

150 MECH JOINT INLET)

MAX OF 600 ABOVE

LOAD BEARING SURFACE

Ø VARIESx45° PVC

PLUG

NOTES:

1. ASSUME VEHICLE TRAFFIC ARE ON ALL SIDES OF THE HYDRANT.

2. ONLY ADD BOLLARDS ON THE SIDE OF HYDRANT EXPOSED TO VEHICLE

TRAFFIC. A MINIMUM OF 2 BOLLARDS SHALL BE INSTALLED.

HYDRANT

BOLLARD

RE: F6/CU502

MAINTAIN

1000 SEPARATION

FINISH GRADE1

GAS METER

UNION

PLUGGING TEE WITH BUSHING AND 10mm PLUG

GAS PRESSURE REGULATOR

INSULATING UNION

PLUGGING TEE WITH

BUSHING AND 10mm PLUG

PROVIDE EARTHQUAKE AUTOMATIC

GAS SHUTOFF VALVE PER

SPECIFICATION SECTION 33 51 13.00 30

EXISTING ISOLATION VALVE

TO BUILDING

F1

GROUND CLEANOUT DETAIL

NTS

D1

BOLLARD PLACEMENT AT HYDRANT DETAIL

NTS

D5

GAS METER AND REGULATOR DETAIL

NTS

F6

BOLLARD DETAIL

NTS

C8

POST INDICATOR VALVE DETAIL

NTS

A8

TYPICAL VALVE SETTING

NTS

A1

LAND SIDE FIRE HYDRANT W/GATE VALVE DETAIL

NTS

PE PIPE OR COATED STEEL

PIPE PER SPECIFICATION

SECTION 33 51 15

CONNECT TO EXISTING ISOLATION VALVE

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JAMES D. EMERSON

62773

05-21-2020

SEAL

05-21-202009-25-2020

10/02/2020

STANDARD HOOK SCHEDULE

BAR

SIZE

FINISHED BEND

DIAMETER "D"

D13 80

D16 95

D19 115

D22 135

90 DEG.

HOOKS

"L"

D10 60 155

D25 155 410

"L

"D" f'c = 24 MPa f'c = 27 MPa

HOOK DEVELOPMENT

140 130

190 180

240 220

330 310

380 360

440 410

"Ldh"

CRITICAL

SECTION

LENGTH "Ldh"

NOTE:

1. INCREASE DEVELOPMENT & LAP LENGTH FOR TOP BARS BY 30%.

TOP BARS ARE HORIZONTAL REINFORCING

WITH MORE THAN 300 CONCRETE CAST BELOW.

2. DEVELOPMENT & LAP LENGTHS SHOWN ASSUME CLEAR SPACING OF BARS IS

NOT LESS THAN TWO TIMES THE BAR DIAMETER AND CLEAR COVER

IS NOT LESS THAN THE BAR DIAMETER. IF CLEAR SPACING OR COVER

IS LESS THAN LIMITS INDICATED, INCREASE DEVELOPMENT & LAP LENGTHS BY 50%.

3. FOR DOWEL BARS EXTENDING FROM AN INITIAL CONC. POUR INTO A SUBSEQUENT POUR,

PROVIDE AT LEAST DEVELOPMENT LENGTH EMBEDMENT INTO INITIAL POUR. IF DEVELOPMENT

LENGTH IN INITIAL POUR IS NOT AVAILABLE, PROVIDE STANDARD 90 DEGREE HOOK

W/ HOOK DEVELOPMENT LENGTH SHOWN BELOW.

DEVELOPMENT & LAP SPLICE TABLE

BAR SIZE

f'c = 24 MPa f'c = 27 MPa

SPLICE LENGTH

D10 360 340

D13 480 460

D16 600 570

D19 850 800

D22 1230 1160

D25 1400 1320

D29 1790 1680

D32 1990 1870

D35 2180 2060 f'c = 24 MPa f'c = 27 MPa

DEVELOPMENT LENGTH

280 270

370 350

470 440

650 620

950 890

1080 1020

1380 1300

1530 1440

1680 1580

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E8

GENERAL NOTES CONTINUED

CONCRETE

3.1 REINFORCING

A. STEEL BARS FOR CONCRETE REINFORCEMENT SHALL CONFORM WITH JIS G3112 AND THE FOLLOWING.

1. REINFORCING STEEL D16 AND SMALLER SHALL BE SD295 DEFORMED BARS, WITH MINIMUM YIELD

STRENGTH OF 295 MPA UNLESS NOTED OTHERWISE.

2. REINFORCING STEEL D19 AND LARGER SHALL BE SD345 DEFORMED BARS, WITH A MINIMUM YIELD

STRENGTH OF 345 MPA UNLESS NOTED OTHERWISE.

3. WELDED WIRE FABRIC SHALL CONFORM WITH JIS G3551 AND SHALL BE CONTACT LAP SPLICED

TWO FULL WIRE SPACES.

4. ADDITIONAL REQUIREMENTS FOR BARS THAT ARE TO BE PART OF THE SPECIAL REINFORCED

CONCRETE SHEAR WALLS:

A. YIELD STRENGTH SHALL NOT EXCEED 469 MPA.

B. YIELD RATIO PER JIS G3112 ANNEX JA.1 SHALL BE MET.

5. REINFORCING, INCLUDING DOWELS, SHALL BE SECURELY TIED AND CAST WITH THE LOWER

MEMBER. PLACING REINFORCING AFTER CONCRETE HAS BEEN PLACED IS NOT PERMITTED.

6. FIELD BENDING OF REINFORCING PARTIALLY EMBEDDED IN CONCRETE IS NOT ALLOWED UNLESS

SPECIFICALLY NOTED IN THE STRUCTURAL DOCUMENTS OR APPROVED BY GOVERNMENT.

7. PROVIDE DOWELS FROM FOUNDATION THE SAME GRADE, SIZE, AND NUMBER AS VERTICAL WALL

OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE.

8. PROVIDE CORNER BARS TO MATCH HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS.

9. MECHANICAL COUPLERS SHALL BE UNI-AXIAL TYPE OR EQUIVALENT CAPABLE OF DEVELOPING

125% OF THE SPECIFIED TENSILE STRENGTH OF THE SPLICED BAR. FOR D19 AND LARGER BARS GAS PRESSURE WELDED SPLICES ARE ACCEPTABLE IN LIEU OF MECHANICAL COUPLERS OR LAP SPLICES.

3.2 CAST-IN-PLACE CONCRETE

A. REINFORCED CONCRETE SHALL HAVE THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE STRENGTHS:

1. CLASS A 24 MPA NORMAL WEIGHT CONCRETE

2. CLASS B 27 MPA NORMAL WEIGHT CONCRETE

3. CLASS C 18 MPA NORMAL WEIGHT CONCRETE

B. PLACE CONCRETE AS FOLLOWS:

1. CLASS A:

A. SLAB-ON-GRADE

2. CLASS B:

A. FOUNDATIONS

B. COLUMNS, WALLS

C. GIRDERS, BEAMS, STRUCTURAL SLABS

3. CLASS C:

A. MUD SLAB BELOW FOUNDATIONS

C. PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS UNLESS NOTED OTHERWISE:

1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH................75 MM

2. CONCRETE EXPOSED TO EARTH OR WEATHER (D19 OR GREATER)...................50 MM

3. CONCRETE EXPOSED TO EARTH OR WEATHER (D16 AND SMALLER)..................40 MM

4. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

A. SLABS AND WALLS...................................................................................................20 MM B. BEAMS AND COLUMNS............................................................................................40 MM

D. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLAB-ON-GRADE AS INDICATED IN THE

STRUCTURAL DRAWINGS.

E. CONSTRUCTION JOINTS IN WALLS SHALL BE KEYED AND PLACED AT LOCATIONS APPROVED BY

CONTRACTING OFFICER'S REPRESENTATIVE.

F. LOCATE CONSTRUCTION JOINTS FOR JOISTS, BEAMS, GIRDERS, AND SUSPENDED SLABS IN

THE MIDDLE 1/3 OF THE SPAN. PLACE JOINTS SO THEY DO NOT COMPROMISE THE STRENGTH

OF THE STRUCTURE. OFFSET JOINTS IN A GIRDER AT LEAST TWICE THE BEAM WIDTH

FROM A BEAM/GIRDER INTERSECTION.

G. INTERFACE OF CONSTRUCTION JOINTS SHALL BE ROUGHENED TO A FULL AMPLITUDE OF 6

MILLIMETERS. SURFACE OF CONSTRUCTION JOINTS SHALL BE CLEAN AND FREE OF LAITANCE.

IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, CONSTRUCTION JOINTS SHALL BE WETTED AND

STANDING WATER REMOVED.

H. REFER TO SPECIFICATIONS SECTION 03 15 00.00 10 FOR WATERSTOPS.

I. PROVIDE COMPRESSIBLE FILLER AND SEALANT IN SLAB-ON-GRADE AND WALL AND COLUMN

INTERFACES THAT ARE NOT DOWELED TOGETHER.

J. ALL COLUMN POCKETS SHALL BE FILLED WITH CONCRETE AFTER COLUMN IS ERECTED.

K. CONDUIT AND PIPES EMBEDDED IN WALLS, BEAMS, OR SLABS SHALL BE NO LARGER IN OUTSIDE

DIMENSION THAN 1/3 THE OVERALL MEMBER THICKNESS OR 50 MILLIMETERS MAXIMUM, AND SHALL

BE PLACED NO CLOSER THAN 3 DIAMETERS OR WIDTHS ON CENTER.

L. CONDUIT AND PIPES, WITH THEIR FITTINGS, EMBEDDED WITHIN A COLUMN SHALL NOT DISPLACE

MORE THAN 4 PERCENT OF THE AREA OF THE COLUMN CROSS SECTION.

M. PROVIDE 100 MM HIGH CONCRETE HOUSEKEEPING PADS UNDER EQUIPMENT. PADS SHALL

EXTEND BEYOND EQUIPMENT 150 MM NOMINAL ON ALL SIDES. APPLY BONDING AGENT TO

EXISTING CONCRETE SLAB PRIOR TO PLACING HOUSEKEEPING PAD. SEE DOCUMENTS FROM

OTHER DISCIPLINES FOR EQUIPMENT SIZE AND LOCATIONS.

N. AT FLOOR DRAINS, LOCALLY SLOPE FLOOR TOWARDS DRAIN. SEE DOCUMENTS FROM OTHER

DISCIPLINES FOR DRAIN LOCATIONS.

O. PROVIDE 20 MM CHAMFER AT THE CORNERS OF COLUMNS AND WALLS WITH ANGLES OF 90

DEGREES OR LESS.

P. SEE ARCHITECTURAL DOCUMENTS FOR MOLDS, GROOVES, REVEALS, ORNAMENTS, CLIPS, ETC.

REQUIRED TO BE ENCASED IN CONCRETE AND FOR LOCATION OF FLOOR FINISHES AND SLAB

DEPRESSIONS.

METALS

4.1 STRUCTURAL STEEL

A. GENERAL

1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC 360-10

“SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”.

2. MATERIALS SHALL CONFORM TO JIS G3101 AND THE FOLLOWING, UNLESS NOTED OTHERWISE.

A. H SHAPES JIS G3136 SN490B, 325 MPA YIELD STRENGTH

B. CHANNELS AND ANGLES JIS G3101 SS400, 235 MPA YIELD STRENGTH

C. PLATES JIS G3101 SS400, 235 MPA YIELD STRENGTH

D. SQUARE AND RECTANGULAR TUBES JIS G3466 STKR400, 245 MPA YIELD STRENGTH

E. ROUND TUBES JIS G3444 STK400, 235 MPA YIELD STRENGTH

F. BOLTS JIS B1180

G. HIGH STRENGTH BOLTS JIS B1186, F10T

H. ANCHOR RODS JIS B1220 SNR 490B, 325 MPA YIELD STRENGTH

I. ELECTRODES MATCHING STRENGTH, 484 MPA MIN.

3. BEAM CONNECTIONS SHALL BE AS INDICATED ON THE STRUCTURAL DRAWINGS.

4. ALL BOLTED CONNECTIONS SHALL BE DESIGNED AS FULLY TENSIONED BEARING CONNECTIONS WITH

THREADS INCLUDED IN THE SHEAR PLANE, UNLESS NOTED OTHERWISE.

4.2 METAL DECK

A. GENERAL

1. METAL DECK SHALL CONFORM TO JIS G3352, SGH400. GALVANIZED SHEET STEEL SHALL CONFORM TO

JIS G3302.

2. DECK SHALL BE CONTINUOUS OVER 3 SPANS, UNLESS NOTED OTHERWISE.

3. AT SUPPORTS PARALLEL TO THE DECK SPAN, RAISE STEEL SUPPORTS OR PROVIDE SHIMS AT

FASTENING POINTS IF THE DECK VALLEY DOES NOT ENGAGE THE SUPPORT.

B. SIMULATOR ROOF DECK

1. ROOF DECK SHALL BE GALVANIZED.

2. NIPPON STEEL AND SUMIKIN METAL PRODUCTS UA-R, 75 MM DEEP BY 1.2 MM THICK METAL DECK, OR

APPROVED EQUIVALENT.

3. DECK SHALL BE FASTENED TO SUPPORTS, BOTH PERPENDICULAR

AND PARALLEL TO THE DECK, WITH HILTI X-ENP-19 L15 POWDER ACTUATED FASTENERS OR APPROVED

EQUIVALENT AND FASTENED AT SIDELAPS WITH NO. 10 SCREWS AS FOLLOWS:

A. TYPICAL INSTALLATION, UNLESS NOTED OTHERWISE:

1) POWDER ACTUATED FASTENER PATTERN: 1 FASTENER PER VALLEY (200 MM O.C.)

AND AT 300 MM MAX. FOR PARALLEL SUPPORTS

2) SIDELAP FASTENERS: 2/SPAN, MAXIMUM SPACING OF 600 MM

4.3 POST-INSTALLED ANCHORS AND DEFORMED BAR DOWELS TO CONCRETE.

A. ANCHORS SHALL BE EXPANSION OR ADHESIVE ANCHORS, AS NOTED IN CONSTRUCTION DRAWINGS, UNLESS NOTED OTHERWISE.

B. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN

INSTRUCTIONS.

C. WHEN INSTALLING ANCHORS, DO NOT CUT EXISTING REINFORCING. LOCATE EXISTING REINFORCING BARS WITH PACHOMETER OR SIMILAR MEANS, MARKING LOCATION AND DIRECTION OF EACH BAR IN THE VICINITY

OF EACH PROPOSED HOLE LOCATION.

D. INSTALL ANCHORS TO ACCOMMODATE THE STANDARD HOLE SIZE IN STEEL.

E. THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO PROVIDE

INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR’S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING

ANCHORS.

F. CONCRETE BASE MATERIAL ANCHORS BASIS OF DESIGN:

1. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN

TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193.

A. FOR EXAMPLE, PRE-APPROVED MECHANICAL ANCHORS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:

1) HILTI KWIK-BOLT TZ (ICC-ES ESR-1917) OR EQUIVALENT

B. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER’S WRITTEN

INSTRUCTIONS.

2. ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED

AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC308.

A. FOR EXAMPLE, PRE-APPROVED ADHESIVE ANCHORS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:

1) HILTI HIT-HY 200 (ICC-ES ESR-3187) OR EQUIVALENT

2) HILTI HIT-RE-500-V3 (ICC-ES ESR 3814) OR EQUIVALENT

B. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER’S WRITTEN

INSTRUCTIONS.

C. STEEL ANCHOR ELEMENT SHALL BE HILTI HAS-E CONTINUOUSLY THREADED ROD (OR EQUIVALENT)

OR CONTINUOUSLY DEFORMED STEEL REBAR.

D. OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS.

G. FOR POST INSTALLED ANCHORS, SUBMIT THE FOLLOWING:

1. DOCUMENTATION SHOWING THAT THE PROPOSED ANCHOR HAS BEEN TESTED AND APPROVED FOR

USE IN CRACKED CONCRETE.

2. CALCULATIONS PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER.

H. ANCHOR INSTALLATIONS SHALL BE TESTED AND INSPECTED BY THE CONTRACTOR’S TESTING AND

INSPECTION AGENCY. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE

REQUIREMENTS SET OUT BELOW AND PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE:

1. WRITTEN SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE GOVERNMENT INDICATING THE

NUMBER AND LOCATION OF TESTS, TEST TYPE CONDUCTED, TEST RESULTS, AND FINAL DISPOSITION OF ANCHOR INSTALLATION AND CONFIRMATION OF THE INFORMATION OUTLINED WITHIN THE “SPECIAL

INSPECTION AND TESTING REQUIREMENTS” BELOW.

2. ANY ANCHOR FAILING THE SPECIFIED CRITERIA SHALL BE MARKED WITH RED SPRAY PAINT AND NOT USED TO SATISFY CONTRACT REQUIREMENTS. ALL FAILED ANCHORS SHALL BE BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICER FOR REINSTALLATION OR ALTERNATE ANCHORAGE

INSTALLATION BY THE CONTRACTOR.

3. SPECIAL INSPECTION AND TESTING REQUIREMENTS:

A. ADHESIVE ANCHOR TESTING SHALL BE PERFORMED PERIODICALLY BY A SPECIAL INSPECTOR PER

THE FOLLOWING CRITERIA:

1) THE SPECIAL INSPECTOR MUST BE ON THE JOBSITE INITIALLY DURING ANCHOR INSTALLATION TO

VERIFY ANCHOR PRODUCT NAME, ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE/MASONRY

TYPE, CONCRETE/MASONRY COMPRESSIVE STRENGTH, ADHESIVE IDENTIFICATION AND

EXPIRATION DATE, HOLE DIMENSIONS, HOLE CLEANING PROCEDURES, ANCHOR SPACING, EDGE

DISTANCES, CONCRETE/MASONRY THICKNESS, ANCHOR EMBEDMENT, TIGHTENING TORQUE,

AND ADHERENCE TO THE MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS AND SHALL

SUBMIT REPORT WHICH INCLUDES THE ABOVE INFORMATION.

2) THE SPECIAL INSPECTOR MUST VERIFY THE INITIAL INSTALLATIONS OF EACH TYPE AND SIZE OF

ADHESIVE ANCHOR BY CONSTRUCTION PERSONNEL ON SITE.

3) SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME

CONSTRUCTION PERSONNEL ARE PERMITTED TO BE PERFORMED IN THE ABSENCE OF THE

SPECIAL INSPECTOR. ANY CHANGE IN THE ANCHOR PRODUCT BEING INSTALLED OR THE

PERSONNEL PERFORMING THE INSTALLATION REQUIRES AN INITIAL INSPECTION. FOR ONGOING

INSTALLATIONS OVER AN EXTENDED PERIOD, THE SPECIAL INSPECTOR MUST MAKE REGULAR

INSPECTIONS TO CONFIRM CORRECT HANDLING AND INSTALLATION OF THE PRODUCT.

B. MECHANICAL ANCHOR TESTING SHALL BE PERFORMED PERIODICALLY WITH THE SPECIAL

INSPECTOR SUBMITTING A REPORT THAT INCLUDES THE FOLLOWING DETAILS:

1) ANCHOR DESCRIPTION, INCLUDING THE ANCHOR PRODUCT NAME, ANCHOR TYPE, NOMINAL

ANCHOR AND BOLT DIAMETERS, AND ANCHOR LENGTH.

2) HOLE DESCRIPTION, INCLUDING HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND VERIFICATION OF

DRILL BIT COMPLIANCE WITH ANSI B212.15-1994.

3) INSTALLATION DESCRIPTION, INCLUDING VERIFICATION OF CONCRETE/MASONRY TYPE,

CONCRETE/MASONRY COMPRESSIVE STRENGTH, MEMBER THICKNESS, VERIFICATION OF

ANCHOR INSTALLATION AND LOCATION (SPACING AND EDGE DISTANCE), TIGHTENING TORQUE,

AND ADHERENCE TO THE MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS AND ESR

REPORT.

END OF STRUCTURAL GENERAL NOTES

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FACE OF CONCRETE

USE SHEAR PL. w/

SEE STEEL GIRDER

SCHEDULE

END CONNECTION

HEADED STUDS

TYP.

SEE

SCHEDULE

EMBED PLATE

PER PLAN & SCHED.

EP02

25 MAX. CLR.

HAIRPIN

SUPPLEMENTAL

REINF.

EP01

50 200 50

D10 HAIRPIN

SUPPLEMENTAL

REINF.

(TYP.)

T

Y P

T

Y P

50 200 50

STEEL GIRDER, SEE PLAN

& SCHEDULE

NOTE: SHOP WELD AT CONTRACTOR'S OPTION

D16 @ EA. ROW OF

STUDS, EXTEND BARS 610

BEYOND LAST STUD

EP03

35 230 35

EP04

50 100 100 50

EP05

35 230 35

OPTIONAL ERECTION ANGLE BY CONTRACTOR

EMBED. PLATE SCHEDULE

EMBED. PLATE SIZE

T x H x W

16x300x300

EMBED PLATE

DESIGNATION

EP01

EP02

HEADED

STUDS

(4) 19Øx150 LG.

16x300x500 (4) 19Øx150 LG.

EP03 16x225x300 (4) 19Øx150 LG.

NOTES

NO HAIRPINS REQ'D

EP04 16x225x300 (6) 19Øx200 LG.

EP05 16x200x300 (4) 19Øx100 LG. NO HAIRPINS REQ'D

NO HAIRPINS REQ'D

EP06 16x400x250 (4) 19Øx150 LG.

EP07

50 200 50

EP07 16x700x300 (8) 19Øx150 LG.

EP08 16x500x300 (6) 19Øx150 LG.

EP09 16x200x200 (4) 19Øx100 LG.

EP08

50 200 50

EP09

35 130 35

NO HAIRPINS REQ'D

ADDITIONAL

COLUMN STIRRUP.

MATCH SIZE PER

COLUMN SCHEDULE

(3) D19 HAIRPIN

SUPPLEMENTAL

REINF.

EP06

50 150 50

ADDITIONAL

BEAM STIRRUP.

MATCH SIZE PER

BEAM SCHEDULE

EQ EQ

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12F

FIRE RATING

W: STUD SIZE HEIGHT

C OR F

FIRE RATED STUD WALLS

U21

THICKNESS

DESIGNATION

1 THRU 8

RATING

1-HR OR 2-HR

FIRE RATED CONCRETE WALLS

CONCRETE

A1C

TYPE

W: STUD SIZE

HEIGHT

C = 100mm ABOVE CEILING

F = FULL HEIGHT TO STRUCTURE ABOVE

LINE OF STRUCTURE

METAL RUNNER

METAL STUDS AT MAXIMUM 600 mm

OC

GYPSUM BRD:

12.7mm (1/2") FIRE RATED TYPE

EACH SIDE

LINE OF STRUCTURE

DEFLECTION TRACK

SEALANT - EACH SIDE

SCHEDULED CEILING

HEAD

CEILING

PLAN

SEALANT - EACH SIDE

SOUND ATTENUATION:

ROCK WOOL (NRC 1.00 MIN)

BLANKET INSULATION;

THICKNESS TO MATCH

STUD SIZE.

REFER TO

PARTITION

HEAD DETAILS

BASE

11F W= 65mm 12F W= 90mm

1 HR FIRE RATED ASSEMBLY: UL DESIGNS U419

REFER SHEET A-005 FOR UL ASSEMBLY INFORMATION.

LINE OF STRUCTURE

METAL RUNNER

METAL STUDS AT 303 mm O.C.

12.5 mm GYPSUM BD

EACH SIDE

SEALANT - EACH SIDE

SCHEDULED CEILING

CEILING

PLAN

BASE

A2C W= 90mm

A1C W= 65mm

METAL RUNNER

METAL STUD

DIAGONAL BRACING

TO STRUCTURE ABOVE

AT 1200mm O.C. MAX

SOUND ATTENUATION:

ROCK WOOL (NRC 1.00

MIN)

BLANKET INSULATION;

THICKNESS TO MATCH

STUD SIZE

STC 40

LINE OF STRUCTURE

METAL RUNNER

METAL STUDS AT 303mm O.C.

12.5 mm GYPSUM BD

EA SIDE

LINE OF STRUCTURE

DEFLECTION TRACK

SEALANT - EACH SIDE

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

E2F W= 90mm

*MIN. STC=45

SOUND ATTENUATION:

ROCK WOOL (NRC 1.00 MIN)

BLANKET INSULATION;

THICKNESS TO MATCH STUD

SIZE

SEE PLAN

SEALANT - EACH SIDE

REFER TO

PARTITION

HEAD DETAILS

LINE OF STRUCTURE

METAL RUNNER

METAL STUDS AT 303mm O.C.

12.5 mm GYPSUM BD

SEALANT

SCHEDULED CEILING

CEILING

PLAN

BASE

F2C W= 90mm

F1C W= 65mm

METAL RUNNER

SOUND INSULATION: ROCK

WOOL (NRC 1.00 MIN)

BLANKET INSULATION;

THICKNESS TO MATCH STUD

SIZE

F2F W= 90mm

F1F W= 65mm

EXTEND TO STRUCTURE

AT F1F AND F2F

LINE OF STRUCTURE

METAL RUNNER

METAL STUDS AT 303mm O.C.

12.5 mm GYPSUM BD

LINE OF STRUCTURE

DEFLECTION TRACK

SEALANT

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

G2F W= 90mm

G1F W= 65mm

EXTEND TO STRUCTURE

AT G1F AND G2F

G2C W= 90mm

G1C W= 65mm

REFER TO

PARTITION

HEAD DETAILS

EXTERIOR CONCRETE WALL

REFER STRUCTURE PLANS

60MM RIGID BOARD

INSULATION MIN R-2.76

METAL STUDS AT 303mm O.C.

12.5 mm GYPSUM BD

LINE OF STRUCTURE

DEFLECTION TRACK

SEALANT - EACH SIDE

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

H1F W= 65mm

.15 MM THK VAPOR

RETARDER UNDER

GYPSUM BD

64 MM THK ROCK WOOL

THERMAL INSULATION

R=1.429 PER 50mm

THICKNESS

REFER TO

PARTITION

HEAD DETAILS

LINE OF STRUCTURE

NOTE: WHERE THE HEIGHT OF METAL STUDS EXCEEDS 3 600,

PROVIDE METAL CLIPS ON EACH STUD IN SAME GAUGE AS METAL

STUDS SPACED AT 1 500 OC FOR FULL HEIGHT OF STUD WALL.

45.00°

CEILING AS SCHEDULED

INTERIOR WALL TYPE -

REFER TO FLOOR PLAN.

CEILING AS

SCHEDULED

DECK ABOVE

90MM METAL STUD STRUTS

(0.8MM THICKNESS) @ 606MM

O.C. MAX. SEE FLOOR PLAN -

NOTATIONS FOR LOCATIONS

METAL STUD CHANNEL

RUNNER SECURED TO DECK

ABOVE OR WALL STUDS. USE

WIDTH REQUIRED TO SPAN

FLUTES. BEND FLANGES TO

ENGAGE BRACING STRUTS.

STEADY BRACE @ 1200MM

MAX WHERE STRUTS

GREATER THAN 1200MM LONG.

SEE TYPICAL HEAD

OF WALL &

DEFLECTION TRACK

DETAILS

NOTE:

PROVIDE BRACING ONE

SIDE OF WALL @ ALL

INTERIOR WALLS GREATING

THAN 5500MM TALL

NOTE:

LOCATE BRACING ON SIDE

OF WALL OPPOSITE OF

SPACE W/HIGH CEILING

OR CLERE-STORIES.

BOTTOM OF BRACING - STRUCTS

5500 A.F.F.METAL STUD CHANNEL

RUNNER SECURED TO DECK

ABOVE OR WALL STUDS. USE

WIDTH REQUIRED TO SPAN

FLUTES. BEND FLANGES TO

ENGAGE BRACING STRUTS.

GENERAL NOTES:

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Interior Wall Type G

Interior Wall Type H1F

Interior Wall Type 1_F

Interior Wall Type A_CInterior Wall Type E_F

Interior Wall Type F_C, F_F

INTERIOR WALL TYPES:

TYPE 1 - 1-HR RATED WITH STUDS

TYPE 2 - NOT USED.

TYPE A - TYPICAL WITH INSULATION

TYPE B - NOT USED.

TYPE C - NOT USED.

TYPE D - NOT USED.

TYPE E - CHASE

TYPE F - FURRING - WITH INSULATION

TYPE G - FURRING - NO INSULATION

TYPE H - FURRING - AT EXTERIOR CONCRETE WALL

TYPE J - STC 45

TYPE K - NOT USED.

TYPE L - BLAST RESISTANT

TYPE P - SECURE; STC 50

TYPE R - UNBALANCED, WITH INSULATION, STC 50

TYPE S - SMOKE RATED WITH INSULATION

TYPE T - NOT USED.

TYPE U - FIRE RATED CONCRETE

TYPE V - NON- RATED CONCRETE

WALL REFERENCING SYMBOL NOTES:

1. INTERIOR WALL TYPES LIST INDICATES ALL

INTERIOR WALL TYPES AVAILABLE IN

PROJECT.

2. SEE WALL REFERENCING SYMBOL NOTES

FOR EXPLANATION OF WALL TYPE AND

STUD INFORMATION. WALL INFORMATION

IS INDICATED ON FLOOR PLAN NOTATIONS

SHEET AS INTERIOR PARTITION

REFERENCING SYMBOL.

3. REFER SHEET A-002 FOR ALL OTHER

GENERAL NOTES PERTAINING TO

INTERIOR PARTITIONS.

4. FOR ALL CONCRETE WALLS (INTERIOR

AND EXTERIOR) REFER TO STRUCTURE

DRAWINGS, CONCRETE WALL

ELEVATIONS, FOR ALL INFORMATION.

5. WHERE METAL CLIPS ARE REQUIRED FOR

SUPPORT OF METAL STUDS AT HIGH BAY,

PROVIDE CLIP MEETING ASTM A653/A653M

OR JIS EQUIVALENT. "L" TYPE SUPPORT

CLIP, MINIMUM LENGTH 75MM, WITH

SHORT LEG MINIMUM 50MM AND LONG

LEG (FOR FULL CONTACT WITH FACE OF

STUD) 125MM. CLIP GAUGE SAME AS STUD

GAUGE. FASTEN TO CONCRETE WALL

WITH (2) POWDER ACTUATED FASTENERS,

SHANK DIAMETER 0.145", HEAD DIAMETER

0.3", AND EMBED MINIMUM 20MM. SPACE

FASTENERS ON CLIP 50 MM. VERIFY SIZES

WITH JAPANESE MANUFACTURED

MATERIALS.

1 : 12

TYP. TALL INTERIOR WALL BRACING

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3. REFER SHEET A-002 FOR ALL OTHER

GENERAL NOTES PERTAINING TO

INTERIOR PARTITIONS.

4. FOR ALL CONCRETE WALLS (INTERIOR

AND EXTERIOR) REFER TO STRUCTURE

DRAWINGS, CONCRETE WALL

ELEVATIONS, FOR ALL INFORMATION.

5. WHERE METAL CLIPS ARE REQUIRED FOR

SUPPORT OF METAL STUDS AT HIGH BAY,

PROVIDE CLIP MEETING ASTM A653/A653M

OR JIS EQUIVALENT. "L" TYPE SUPPORT

CLIP, MINIMUM LENGTH 75MM, WITH

SHORT LEG MINIMUM 50MM AND LONG

LEG (FOR FULL CONTACT WITH FACE OF

STUD) 125MM. CLIP GAUGE SAME AS STUD

GAUGE. FASTEN TO CONCRETE WALL

WITH (2) POWDER ACTUATED FASTENERS,

SHANK DIAMETER 0.145", HEAD DIAMETER

0.3", AND EMBED MINIMUM 20MM. SPACE

FASTENERS ON CLIP 50 MM. VERIFY SIZES

WITH JAPANESE MANUFACTURED

MATERIALS.

NOTE: WHERE THE HEIGHT OF METAL STUDS EXCEEDS 3 600,

PROVIDE METAL CLIPS ON EACH STUD IN SAME GAUGE AS METAL

STUDS SPACED AT 1 500 OC FOR FULL HEIGHT OF STUD WALL.

FIRST FLOOR

FACTORY FINISHED

STANDING SEAM

METAL ROOF AND

UNDERLAYMENT AS

REQUIRED BY MFR.

FACTORY FINISHED

BLAST-RESISTANT

STOREFRONT SYSTEM

WITH INSULATED

LAMINATED GLAZING.

12.5 MM GYPSUM

BOARD.

FACTORY FINISHED

METAL GUTTER.

CEILING AS

SCHEDULED.

9.5

50 MM RIGID

FOUNDATION

PERIMETER

INSULATION.

65 MM METAL STUDS

AT 303MM MAX.

60 MM RIGID FOAM

BOARD INSULATION

FULLY ADHERED TO

CONCRETE.

64 MM ROCK WOOL

INSULATION.

CORRIDOR

CO1

C1

A-525

50 MM STEEL METAL

DECK

HOLD INSULATION

TIGHT TO DECK, SEAL

ALL FLUTES WITH

FOAM INSULATION

CONCRETE

FLOOR SLAB,

FOUNDATION

WALL AND

FOOTING; REFER

STRUCTURE

FOUNDATION

PLAN

CONCRETE SIDEWALK,

REFER CIVIL SITE

DRAWINGS

DOWNSPOUT WITH

BOOT, CONNECT

TO BELOW GRADE

STORM SYSTEM

STRUCTURAL STEEL

SUPPORT FOR CATCH

WALL. REFER

STRUCTURAL DRAWINGS

FRAME INSULATION AND

VAPOR BARRIER TIGHT ALL

AROUND STEEL SUPPORT

DASHED LINE

INDICATES LINE OF

AIR BARRIER;

REFER A-131 AND

A-132 FOR

COMPONENTS AND

NOTES.

METAL GUTTER

WITH DOWNSPOUT

TO LOWER ROOF

SELF-ADHERING

MEMBRANE ON

PROTECTION BOARD

ON RIGID

POLYISOCYANURATE

INSULATION (1 LAYER

EACH 75MM AND 50MM

THICKNESSES) ON

VAPOR BARRIER

ENTRY CANOPY WITH

MODIFIED BITUMEN

ROOFING MEMBRANE,

REFER SHEET A-525

FLEXIBLE JOINT

FILLER AT

CONCRETE

SIDEWALK, REFER

CIVIL SITE

DRAWINGS

.15 MM POLY VAPOR

RETARDER UNDER

GYPSUM BOARD

FIRST FLOOR

GRADE. MINIMUM 150

MM BELOW FIRST

FLOOR SLAB.

FACTORY FINISHED

STANDING SEAM

METAL ROOF AND

UNDERLAYMENT AS

REQUIRED BY MFR.

CEILING AS

SCHEDULED.

12.5 MM GYPSUM

BOARD.

65 MM METAL STUDS

AT 303MM MAX.

60 MM RIGID FOAM

BOARD INSULATION

FULLY ADHERED TO

CONCRETE.

CONCRETE WALL.

REFER TO

STRUCTURAL WALL

ELEVATIONS.

CONCRETE REVEAL

PATTERN. REFER TO

ELEVATIONS.

50 MM RIGID

FOUNDATION

PERIMETER

INSULATION.

64 MM ROCK WOOL

INSULATION.

TRAINING/

CLASSROOM

105B

CERAMIC TILE WITH

MORTAR INSET INTO

WALL. REFER

TYPICAL TILE

DETAILS MISC

DETAILS SHEET

A-533.

50 MM STEEL

METAL DECK

HOLD INSULATION

TIGHT TO DECK,

SEAL ALL FLUTES

WITH FOAM

INSULATION

CONCRETE BEAM,

REFER TO

STRUCTURE

ROOF FRAMING PLAN

CONCRETE FOUNDATION,

REFER TO STRUCTURE

FOUNDATION PLAN

CONCRETE FLOOR

SLAB, REFER

STRUCTURE

FOUNDATION PLAN

DASHED LINE

INDICATES LINE OF

AIR BARRIER; REFER

A-131 AND A-132 FOR

COMPONENTS AND

NOTES.

SELF-ADHERING

MEMBRANE ON

PROTECTION BOARD

ON RIGID

POLYISOCYANUTRATE

ROOF INSULATION (1

LAYER EACH 75MM

AND 50MM

THICKNESSES) ON

VAPOR BARRIER

.15 MM POLY VAPOR

RETARDER UNDER

GYPSUM BOARD

FIRST FLOOR

12.5 MM GYPSUM

BOARD.

65 MM METAL STUDS

AT 303MM MAX.

60 MM RIGID FOAM

BOARD INSULATION

FULLY ADHERED TO

CONCRETE.

CLEAR ANODIZED

ALUMINUM SUN

SHADE SYSTEM

ATTACHED TO

VERTICAL MULLIONS.

REFER TO FLOOR

PLANS FOR

LOCATIONS.

FACTORY FINISHED

STANDING SEAM

METAL ROOF AND

UNDERLAYMENT AS

REQUIRED BY MFR.

FACTORY FINISHED

BLAST-RESISTANT

STOREFRONT SYSTEM

WITH INSULATED

LAMINATED GLAZING.

GRADE. MINIMUM 150

MM BELOW FIRST

FLOOR SLAB.

CONCRETE WALL.

REFER TO

STRUCTURAL WALL

ELEVATIONS.

50 MM RIGID

FOUNDATION

PERIMETER

INSULATION.

50 MM STEEL METAL

DECK.

SOLID SURFACE

WINDOW SILL.

64 MM ROCK WOOL

INSULATION.

TRAINING /

CLASSROOM

105A

CERAMIC TILE WITH

MORTAR INSET INTO

WALL. REFER

TYPICAL TILE DETAILS

MISC DETAILS SHEET

A-533.

F5

A-521

HOLD INSULATION

TIGHT TO DECK,

SEAL AT ALL

FLUTES WITH

FOAM INSULATION

CONCRETE

BEAM, REFER

STRUCTURE

ROOF

FRAMING PLAN

SCHEDULED

CEILING

CONCRETE

FOUNDATION,

REFER STRUCTURE

FOUNDATION PLAN

CONCRETE FLOOR

SLAB, REFER

STRUCTURE

FOUNDATION PLAN

Sim

A9

A-612

DASHED LINE

INDICATES LINE OF

AIR BARRIER; REFER

A-131 AND A-132 FOR

COMPONENTS AND

NOTES.

SELF-ADHERING

MEMBRANE ON

PROTECTION BOARD

ON RIGID ROOF

INSULATION (1 LAYER

EACH 75MM AND

50MM THICKNESSES

ON VAPOR BARRIER

.15 MM POLY VAPOR

RETARDER UNDER

GYPSUM BOARD

FIRST FLOOR

CONCRETE WALL.

REFER TO

STRUCTURAL WALL

ELEVATIONS.

FACTORY FINISHED

BLAST-RESISTANT

STOREFRONT SYSTEM

WITH INSULATED

LAMINATED GLAZING.

FACTORY FINISHED

STANDING SEAM

METAL ROOF AND

UNDERLAYMENT AS

REQUIRED BY MFR.

12.5 MM GYPSUM

BOARD.

65 MM METAL STUDS

AT 303MM MAX.

60 MM RIGID FOAM

BOARD INSULATION

FULLY ADHERED TO

CONCRETE.

CEILING AS

SCHEDULED.

GRADE. MINIMUM 150

MM BELOW FIRST

FLOOR SLAB.

50 MM RIGID

FOUNDATION

PERIMETER

INSULATION.

B.2CLEAR ANODIZED

ALUMINUM COPING.

SOLID SURFACE

WINDOW SILL.

64 MM ROCK WOOL

INSULATION.

GOVERNMENT

OFFICE

CONCRETE BEAM,

REFER TO

STRUCTURAL

ROOF FRAMING PLAN

METAL DECK

HOLD INSULATION

TIGHT

TO METAL DECK,

SEAL FLUTES WITH

FOAM INSULATION

CONCRETE

FOUNDATION.

REFER TO

STRUCTURE

FOUNDATION

DRAWINGS.

CONCRETE FLOOR

SLAB, REFER

STRUCTURE

FOUNDATION PLAN

D1

A-523

DASHED LINE INDICATES

LINE OF AIR BARRIER;

REFER TO A-131 AND

A-132 FOR COMPONENTS

AND NOTES.

SELF-ADHERING

MEMBRANE ON

PROTECTION BOARD

ON RIGID

POLYISOCYANURATE

ROOF INSULATION (1

LAYER EACH 75 MM

AND 50MM

THICKNESSES) ON

VAPOR BARRIER

ATTACHMENT OF STUDS,

INSULATION TO WALL AT

PERIMETER BEAM

CONDITIONS: REFER

A5/A-525 FOR TYPICAL

(SIMILAR) DETAIL.

.15 MM POLY VAPOR

RETARDER UNDER

GYPSUM BOARD

1. SEAL ALL PENETRATIONS OF THE AIR

BARRIER, AND VERIFY INTEGRITY PRIOR

TO COVERING WITH OTHER MATERIALS.

2. FIRST FLOOR ELEVATION OF "0"

CORRESPONDS TO THE DATUM

ELEVATION OF FFE=130.70 ON CIVIL

SITE DRAWINGS.

3. DIMENSIONS SHOWN FOR WINDOW,

LOUVER AND DOOR OPENINGS ARE

ROUGH OPENINGS. REFER TO DOOR,

WINDOW AND LOUVER SCHEDULE

SHEETS SERIES A-600.

4. REFER INTERIOR WALL TYPES A-002

GENERAL NOTES FOR ATTACHMENT OF

STUDS TO CONCRETE AT WALLS ABOVE

3 600 HEIGHT.

5. REFER SHEET A-533 FOR "MISC DETAILS"

AND INFORMATION.

GENERAL NOTES:

SHEET ID

D R

A W

N B

Y

D E

S I G

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L I C

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

IS

O

A

A

D R

A W

IN

G

C O

D E

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 06 MARCH 2020

B

C

D

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G

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

P A

N D

IS

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-5

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A F

S O

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S

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U L A

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A C

IL

IT

Y Y

O K

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A A

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B

A S

E J A

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IM

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IL

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IN

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W

H

V -1

-D

- 0

-0

S im u l a to r_

A rc h . r v t

A F

-1

-2

-0

M

A R

C H

As indicated

9/29/2020 5:42:47

PM

BIM 360://AFSOC Vertical Design - Yokota AB/Simulator_Arch.rvt

A H

A U

C K

-K A

L T

I

M .K

G

E N

IS

R K

N O

L L E

A-311

M L

O H

S E

W A

L L S

E C

T

IO

N S

A A

-3

1 : 20

WALL SECTION

A7

1 : 20

WALL SECTION

A5

1 : 20

WALL SECTION

A3

1 : 20

WALL SECTION

A1 0 400

SCALE: 1: 20

800200

M A

S

C R

IP

T

IO

N

D A

T E

B id I n q u ir y

-3

-2

65 MM METAL STUDS

AT 303MM MAX.

60 MM RIGID FOAM

BOARD INSULATION

FULLY ADHERED TO

CONCRETE.

12.5 MM GYPSUM

BOARD.

CEILING AS

SCHEDULED.

CONCRETE WALL.

REFER TO

STRUCTURAL WALL

ELEVATIONS.

FACTORY FINISHED

BLAST-RESISTANT

STOREFRONT SYSTEM

WITH INSULATED

LAMINATED GLAZING.

FACTORY FINISHED

STANDING SEAM

METAL ROOF AND

UNDERLAYMENT AS

REQUIRED BY MFR.

FACTORY FINISHED

METAL FASCIA

PANELS WITH DRIP

EDGE. VERTICAL

JOINTS TO ALIGN WITH

METAL ROOF SEAMS.

C.2 C

50 MM RIGID

FOUNDATION

PERIMETER

INSULATION.

64 MM ROCK WOOL

INSULATION.

CORRIDOR

CO1

A5

A-521

50 MM STEEL

METAL DECK

HOLD INSULATION

TIGHT TO DECK,

SEAL AT ALL

FLUTES WITH

FOAM INSULATION

CONCRETE BEAM,

REFER TO STRUCTURE

ROOF FRAMING PLAN

CONCRETE REVEAL

PATTERN, REFER TO

ELEVATIONS

CONCRETE FLOOR

SLAB, REFER

STRUCTURE

FOUNDATION PLAN

CONCRETE

FOUNDATIONS, REFER

TO STRUCTURE

FOUNDATION PLAN

FLEXIBLE JOINT FILLER AT

CONCRETE SIDEWALK,

REFER CIVIL SITE

DRAWINGS.

FRAME INSULATION

AND VAPOR BARRIER

TIGHT ALL AROUND

STRUCTURE

CATCH WALL

STRUCTURE, REFER

STRUCTURAL TYPICAL

DETAILS S-502

DASHED LINE INDICATES LINE

OF AIR BARRIER; REFER A-131

AND A-132 FOR COMPONENTS

AND NOTES.

SELF-ADHERING

MEMBRANE ON

PROTECTION BOARD

ON RIGID

POLYISOCYANURATE

ROOF INSULATION (I

LAYER EACH 75MM

AND 50MM

THICKNESSES) ON

VAPOR BARRIER

CONCRETE SIDEWALK,

REFER CIVIL SITE

DRAWINGS

ATTACHMENT OF STUDS,

INSULATION TO PERIMETER

BEAM; REFER A5/A-525 FOR

TYPICAL (SIMILAR) CONDITION.

.15 MM POLY VAPOR

RETARDER UNDER

GYPSUM BOARD

FIRST FLOOR

GRADE. MINIMUM 150

MM BELOW FIRST

FLOOR SLAB.

CERAMIC TILE WITH

MORTAR INSET INTO

WALL.REFER TYPICAL

TILE DETAILS MISC

DETAILS SHEET A-500

SERIES.

CONCRETE WALL.

REFER TO

STRUCTURAL WALL

ELEVATIONS.

50 MM RIGID

FOUNDATION

PERIMETER

INSULATION.

12.5 MM GYPSUM

BOARD.

65 MM METAL STUDS

AT 303MM MAX.

60 MM RIGID FOAM

BOARD INSULATION

FULLY ADHERED TO

CONCRETE.

CEILING AS

SCHEDULED.

CONCRETE REVEAL -

SEE ELEVATION

SHEETS.

R E

F E

R E

L E

V A

T

IO

N S

CLEAR ANODIZED

ALUMINUM COPING.

B

64 MM ROCK WOOL

INSULATION.

BRIEFING/

DEBRIEFING

112B

MODIFIED

BITUMEN

ROOFING

SYSTEM

CAST-IN-PLACE CONCRETE

ROOF SLAB, REFER

STRUCTURE ROOF

FRAMING PLAN

OUTBOARD ROOF

DRAINAGE TRENCH

CONCRETE BEAM,

REFER STRUCTURE

ROOF FRAMING PLAN

CONCRETE FLOOR

SLAB, REFER

STRUCTURE

FOUNDATION PLAN

CONCRETE

FOUNDATIONS, REFER

STRUCTURE

FOUNDATION PLAN

DASHED LINE

INDICATES AIR

BARRIER; REFER

A-131 AND A-132

FOR

COMPONENTS

AND NOTES.

CONCRETE GROUT

SLOPED UP TO TRENCH

HIGH POINT BETWEEN

ROOF DRAINS

300 TYP

Sim

A5

A-525

PROTECTION BOARD, RIGID

POLYISOCYANURATE ROOF

INSULATION (1 LAYER EACH

75MM AND 50MM

THICKNESSES( ON VAPOR

BARRIER

.15 MM POLY VAPOR

RETARDER UNDER

GYPSUM BOARD

50 MM RIGID

FOUNDATION

PERIMETER

INSULATION.

65 MM METAL STUDS

AT 303MM MAX.

60 MM RIGID FOAM

BOARD INSULATION

FULLY ADHERED TO

CONCRETE.

GRADE. MINIMUM 150

MM BELOW FIRST

FLOOR SLAB.

CERAMIC TILE WITH

MORTAR INSET INTO

WALL.REFER TYPICAL

TILE DETAILS MISC

DETAILS SHEET A-500

SERIES.

CONCRETE WALL.

REFER TO

STRUCTURAL WALL

ELEVATIONS.

12.5 MM GYPSUM

BOARD.

CEILING AS

SCHEDULED.

CLEAR ANODIZED

ALUMINUM COPING.

B

64 MM ROCK WOOL

INSULATION.

CIVILIAN OFFICE

Sim

C9

A-612

Sim

A9

A-612

MODIFIED

BITUMEN

ROOFING

SYSTEM

CONCRETE FLOOR

SLAB, REFER

STRUCTURE

FOUNDATION PLAN

CONCRETE

FOUNDATIONS, REFER

STRUCTURE

FOUNDATION PLAN

WINDOW SILL

CONCRETE ROOF SLAB,

PERIMETER BEAM, REFER

STRUCTURE ROOF FRAMING

PLAN

A9

A-521

GROUT BED,

MINIMUM 50MM

THICK AT DRAIN,

SLOPE UP TO

TRENCH HIGH POINT

OVERFLOW

SCUPPER

ROOF DRAIN,

REFER ROOF PLAN

DASHED LINE

INDICATES LINE

OF AIR BARRIER;

REFER A-131

AND A-132 FOR

COMPONENTS

AND NOTES.

Sim

A5

A-525

PROTECTION BOARD, RIGID

POLYISOCYANURATE ROOF

INSULATION (1 LAYER EACH

75MM AND 50MM

THICKNESSES( ON VAPOR

BARRIER

.15 MM POLY VAPOR

RETARDER UNDER

GYPSUM BOARD

1. SEAL ALL PENETRATIONS OF THE AIR

BARRIER, AND VERIFY INTEGRITY PRIOR

TO COVERING WITH OTHER MATERIALS.

2. FIRST FLOOR ELEVATION OF "0"

CORRESPONDS TO THE DATUM

ELEVATION OF FFE=130.70 ON CIVIL

SITE DRAWINGS.

3. DIMENSIONS SHOWN FOR WINDOW,

LOUVER AND DOOR OPENINGS ARE

ROUGH OPENINGS. REFER TO DOOR,

WINDOW AND LOUVER SCHEDULE

SHEETS SERIES A-600.

4. REFER INTERIOR WALL TYPES A-002

GENERAL NOTES FOR ATTACHMENT OF

STUDS TO CONCRETE AT WALLS ABOVE

3 600 HEIGHT.

5. REFER SHEET A-533 FOR "MISC DETAILS"

AND INFORMATION.

GENERAL NOTES:

SHEET ID

D R

A W

N B

Y

D E

S I G

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L I C

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

IS

O

A

A

D R

A W

IN

G

C O

D E

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 06 MARCH 2020

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

P A

N D

IS

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F Y

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S

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T O

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A C

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IT

Y Y

O K

O T

A A

IR

B

A S

E J A

P A

N

S

IM

U L A

T O

R B

U

IL

D

IN

G

W

H

V -1

-D

- 0

-0

S im u l a to r_

A rc h . r v t

A F

-1

-2

-0

M

A R

C H

As indicated

9/29/2020 5:42:48

PM

BIM 360://AFSOC Vertical Design - Yokota AB/Simulator_Arch.rvt

A H

A U

C K

-K A

L T

I

M .K

G

E N

IS

R K

N O

L L E

A-312

M L

O H

S E

W A

L L S

E C

T

IO

N S

A A

-3

1 : 20

WALL SECTION

A6

1 : 20

WALL SECTION

A1 1 : 20

WALL SECTION

A4 0 400

SCALE: 1: 20

800200

M A

S

C R

IP

T

IO

N

D A

T E

B id I n q u ir y

-3

-2

50 MM RIGID

FOUNDATION

PERIMETER

INSULATION.

CONCRETE REVEAL -

SEE ELEVATION

SHEETS.

CLEAR ANODIZED

ALUMINUM COPING.

50 MM STEEL METAL

DECK.

CONCRETE REVEAL -

SEE ELEVATION

SHEETS.

12.5 MM GYPSUM

BOARD.

65 MM METAL STUDS

AT 303MM MAX.

60 MM RIGID FOAM

BOARD INSULATION

FULLY ADHERED TO

CONCRETE.

A.1 A

64 MM ROCK WOOL

INSULATION.

FULL FLIGHT

SIMULATOR

Sim

A1

A-523

MODIFIED BITUMEN

ROOFING SYSTEM

HOLD INSULATION

TIGHT TO DECK,

SEAL FLUTES WITH

FOAM INSULATION

REFER WALL

PARTITION TYPES

GENERAL NOTES

FOR INSTALLATION

OF STUDS AT HIGH

WALL CONDITIONS

CONCRETE FLOOR

SLAB, REFER

STRUCTURE

FOUNDATION PLAN

CONCRETE FOUNDATIONS,

REFER STRUCTURE

FOUNDATION PLAN

CONCRETE PERIMETER

BEAM AND WALL, REFER

STRUCTURE ROOF

FRAMING PLAN

EXTERIOR PAVEMENT,

REFER CIVIL SITE

DRAWINGS

DASHED LINE INDICATES

LINE OF AIR BARRIER; REFER

A-131 AND A-132 FOR

COMPONENTS AND NOTES.

PROTECTION BOARD,

RIGID

POLYISOCYANURATE

ROOF INSULATION (1

LAYER EACH 75MM AND

50MM THICKNESSES(

ON VAPOR BARRIER

.15 MM POLY VAPOR

RETARDER UNDER

GYPSUM BOARD

FIRST FLOOR

MODIFIED BITUMEN

ROOFING.

FACTORY FINISHED

METAL GUTTER.

50 MM RIGID

FOUNDATION

PERIMETER

INSULATION.

12.5 MM GYPSUM

BOARD.

65 MM METAL STUDS

AT 303MM MAX.

60 MM RIGID FOAM

BOARD INSULATION

FULLY ADHERED TO

CONCRETE.

50 MM STEEL METAL

DECK.

PROTECTION BOARD,

RIGID

POLYISOCYANURATE

ROOF INSULATION (1

LAYER EACH 75MM

AND 50MM

THICKNESSES), ON

VAPOR BARRIER.

1.1 1

64 MM ROCK WOOL

INSULATION.

FULL FLIGHT

SIMULATOR

ATTACHMENT OF STUDS

AND INSULATION TO

PERIMETER BEAM,

REFER A5/A-525 FOR

TYPICAL (SIMILAR)

CONDITION.

CONCRETE FLOOR

SLAB, REFER

STRUCTURE

FOUNDATION PLAN

CONCRETE

FOUNDATION WALL

AND FOOTERS, REFER

STRUCTURE

FOUNDATION PLAN

GYPSUM BOARD

PILASTER BEYOND

HOLD INSULATION TIGHT

TO METAL DECK, SEAL

ALL FLUTES WITH FOAM

INSULATION

DASHED LINE

INDICATES LINE OF

AIR BARRIER;

REFER A-131 AND

A-132 FOR

COMPONENTS AND

NOTES.

CONCRETE WALL AND

PERIMETER BEAM,

REFER STRUCTURE

ROOF FRAMING PLAN

GRADE MINIMUM 150

MM BELOW FIRST

FLOOR SLAB.

.15 MM POLY VAPOR

RETARDER UNDER

GYPSUM BOARD

FIRST FLOOR

FACTORY FINISHED

COILING OVERHEAD

DOOR.

FACTORY FINISHED

COILING OVERHEAD

DOOR HOUSING.

65 MM METAL STUDS

AT 303MM MAX.

60 MM RIGID FOAM

BOARD INSULATION

FULLY ADHERED TO

CONCRETE.

12.5 MM GYPSUM

BOARD.

FACTORY FINISHED

METAL GUTTER.

PROTECTION BOARD,

RIGID

POLYISOCYANURATE

ROOF INSULATION (1

LAYER EACH 75MM

AND 50MM

THICKNESSES), ON

VAPOR BARRIER.

1.1 1

64 MM ROCK WOOL

INSULATION.

TRENCH DRAIN AND

GRATE.

FULL FLIGHT

SIMULATOR

MODIFIED BITUMEN

ROOFING SYSTEM

50 MM STEEL

METAL DECK

CONCRETE BEAM

AND STEEL FRAMING,

REFER STRUCTURE

ROOF FRAMING PLAN

HOLD INSULATION

TIGHT TO METAL

DECK, SEAL ALL

FLUTES WITH FOAM

INSULATION

FACE OF

PILASTER

BEYOND

CONCRETE WALL

AND BEAM, REFER

TO STRUCTURE

ROOFING PLAN

CONCRETE

FOUNDATIONS AND

FOOTINGS, REFER

STRUCTURE

FOUNDATION PLAN50 MM

PERIMETER

INSULATION

EXTERIOR PAVEMENT,

REFER CIVIL SITE

DRAWINGS

A8

A-526

Sim

E1

A-611

DASHED LINE

INDICATES LINE OF

AIR BARRIER; REFER

A-131 AND A-132 FOR

COMPONENTS AND

NOTES.

.15 MM POLY VAPOR

RETARDER UNDER

GYPSUM BOARD

1. SEAL ALL PENETRATIONS OF THE AIR

BARRIER, AND VERIFY INTEGRITY PRIOR

TO COVERING WITH OTHER MATERIALS.

2. FIRST FLOOR ELEVATION OF "0"

CORRESPONDS TO THE DATUM

ELEVATION OF FFE=130.70 ON CIVIL

SITE DRAWINGS.

3. DIMENSIONS SHOWN FOR WINDOW,

LOUVER AND DOOR OPENINGS ARE

ROUGH OPENINGS. REFER TO DOOR,

WINDOW AND LOUVER SCHEDULE

SHEETS SERIES A-600.

4. REFER INTERIOR WALL TYPES A-002

GENERAL NOTES FOR ATTACHMENT OF

STUDS TO CONCRETE AT WALLS ABOVE

3 600 HEIGHT.

5. REFER SHEET A-533 FOR "MISC DETAILS"

AND INFORMATION.

GENERAL NOTES:

SHEET ID

D R

A W

N B

Y

D E

S I G

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L I C

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

IS

O

A

A

D R

A W

IN

G

C O

D E

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 06 MARCH 2020

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

P A

N D

IS

T

R

IC

T A

P O

A P

-5

F Y

M

IL

C

O N

A F

S O

C

S

IM

U L A

T O

R F

A C

IL

IT

Y Y

O K

O T

A A

IR

B

A S

E J A

P A

N

S

IM

U L A

T O

R B

U

IL

D

IN

G

W

H

V -1

-D

- 0

-0

S im u l a to r_

A rc h . r v t

A F

-1

-2

-0

M

A R

C H

As indicated

9/29/2020 5:42:48

PM

BIM 360://AFSOC Vertical Design - Yokota AB/Simulator_Arch.rvt

A H

A U

C K

-K A

L T

I

M .K

G

E N

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R K

N O

L L E

A-313

M L

O H

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W A

L L S

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T

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A -3

1 : 20

WALL SECTION

A6

1 : 20

WALL SECTION

A3

1 : 20

WALL SECTION

A1

0 400

SCALE: 1: 20

800200

M A

S

C R

IP

T

IO

N

D A

T E

B id I n q u ir y

-3

-2

CONCRETE WALL.

REFER TO

STRUCTURAL WALL

ELEVATIONS.

CLEAR ANODIZED

ALUMINUM COPING.

E

CEILING AS

SCHEDULED.

12.5 MM GYPSUM

BOARD.

64 MM ROCK WOOL

INSULATION.

65 MM METAL STUDS

AT 303MM MAX.

60 MM RIGID FOAM

BOARD INSULATION

FULLY ADHERED TO

CONCRETE.

COMPUTER

ROOM

Sim

A1

A-523

MODIFIED BITUMEN

ROOFING SYSTEM

CONCRETE ROOF SLAB AND

PERIMETER BEAM, REFER

STRUCTURE ROOF FRAMING

PLAN

CONCRETE FLOOR SLAB,

REFER TO STRUCTURE

FOUNDATION PLAN

CONCRETE

FOUNDATION AND

FOOTINGS, REFER

STRUCTURE

FOUNDATION PLAN

CONCRETE

REVEAL, REFER

ELEVATIONS

CONCRETE

REVEAL, REFER

ELEVATIONS

50 MM RIGID FOUNDATION

PERIMETER INSULATION

DASHED LINE

INDICATES LINE OF

AIR BARRIER; REFER

A-131 AND A-132 FOR

COMPONENTS AND

NOTES.

300 TYP

Sim

A5

A-525

GRADE MINIMUM 150

MM BELOW FIRST

FLOOR SLAB.

PROTECTION BOARD,

RIGID

POLYISOCYANURATE

ROOF INSULATION (1

LAYER EACH 75MM AND

50MM THICKNESSES(

ON VAPOR BARRIER

.15 MM POLY VAPOR

RETARDER UNDER

GYPSUM BOARD

FIRST FLOOR

CEILING AS

SCHEDULED.

CONCRETE WALL.

REFER TO

STRUCTURAL WALL

ELEVATIONS.

60 MM RIGID FOAM

BOARD INSULATION

FULLY ADHERED TO

CONCRETE.

65 MM METAL STUDS

AT 303MM MAX.

12.5 MM GYPSUM

BOARD.

FACTORY FINISHED

STANDING SEAM

METAL ROOF AND

UNDERLAYMENT AS

REQUIRED BY MFR.

FACTORY FINISHED

METAL FASCIA

PANELS WITH DRIP

EDGE. VERTICAL

JOINTS TO ALIGN WITH

METAL ROOF SEAMS.

F

50 MM RIGID

FOUNDATION

PERIMETER

INSULATION.

STORAGE

50 MM STEEL METAL

DECK

CONCRETE BEAM AND

WALL, REFER

STRUCTURE ROOF

FRAMING PLAN

CONCRETE

FLOOR SLAB,

REFER

STRUCTURE

FOUNDATION

PLAN

CONCRETE FOOTING

AND FOUNDATION,

REFER STRUCTURE

FOUNDATION PLAN

CERAMIC TILE WITH

MORTAR INSET INTO

WALL. REFER

ELEVATIONS AND

TYPICAL TILE DETAILS

SHEET A-533.

DASHED LINE INDICATES

LINE OF AIR BARRIER;

REFER A-131 AND A-132

FOR COMPONENTS AND

NOTES.

E5

A-525

SELF-ADHERING

MEMBRANE ON

PROTECTION BOARD ON

RIGID

POLYISOCYANURATE

ROOF INSULATION (1

LAYER EACH 75MM AND

50MM THICKNESSES) ON

VAPOR BARRIER

64 MM ROCK WOOL

INSULATION

GRADE MINIMUM 150

MM BELOW FIRST

FLOOR SLAB.

.15 MM POLY VAPOR

RETARDER UNDER

GYPSUM BOARD

FIRST FLOOR

FACTORY FINISHED

BLAST-RESISTANT

STOREFRONT SYSTEM

WITH INSULATED

LAMINATED GLAZING.

65 MM METAL STUDS

AT 303MM MAX.

FACTORY FINISHED

STANDING SEAM

METAL ROOF AND

UNDERLAYMENT AS

REQUIRED BY MFR.

FACTORY FINISHED

METAL FASCIA

PANELS WITH DRIP

EDGE. VERTICAL

JOINTS TO ALIGN WITH

METAL ROOF SEAMS.

E.9 F

12.5 MM GYPSUM

BOARD.

64 MM ROCK WOOL

INSULATION.

60 MM RIGID FOAM

BOARD INSULATION

FULLY ADHERED TO

CONCRETE.

CEILING AS

SCHEDULED.

50 MM RIGID

FOUNDATION

PERIMETER

INSULATION.

E1

A-525

GRADE. MINIMUM 150

MM BELOW FIRST

FLOOR SLAB.

CORRIDOR

CO1

A5

A-521

50 MM STEEL METAL

DECK

CONCRETE BEAM AND WALL ,

REFER STRUCTURE ROOF

FRAMING PLAN

HOLD

INSULATION

TIGHT TO DECK,

SEAL FLUTES

WITH FOAM

INSULATION

CONCRETE FLOOR

SLAB, REFER TO

STRUCTURE

FOUNDATION

PLAN

CONCRETE

FOUNDATIONS,

REFER

STRUCTURE

FOUNDATION

PLAN

A1

A-502

DASHED LINE INDICATES

LINE OF AIR BARRIER;

REFER A-131 AND A-132

FOR COMPONENTS AND

NOTES.

E5

A-525

SELF-ADHERING

MEMBRANE ON

PROTECTION BOARD ON

RIGID POLYISOCYANURATE

ROOF INSULATION (1

LAYER EACH 75MM AND

50MM THICKNESSES) ON

VAPOR BARRIER

ENTRY CANOPY WITH

MODIFIED BITUMEN

ROOFING FINISH AND

METAL PANEL FASCIA,

SOFFIT; REFER PLAN

ON SHEET A-525

ATTACHMENT OF STUDS,

INSULATION TO PERIMETER

BEAM, REFER A5/A-525 FOR

TYPICAL ( SIMILAR) DETAIL.

.15 MM POLY VAPOR

RETARDER UNDER

GYPSUM BOARD

FIRST FLOOR

CLEAR ANODIZED

ALUMINUM COPING.

2.9

HOLLOW METAL DOOR

AND FRAME.

50 MM RIGID

FOUNDATION

PERIMETER

INSULATION.

MECHANICAL

ROOM

M11

C9

A-521

MODIFIED

BITUMEN ROOFING

SYSTEM

CONCRETE ROOF,

BEAM, AND WALLS -

REFER STRUCTURE

ROOF FRAMING

PLAN

INTERIOR WALL TYPE,

GYPSUM BOARD ON

METAL STUDS WITH

ROCK WOOL

INSULATION AND

VAPOR BARRIER

60 MM RIGID

INSULATION

ADHERED TO WALL

CONCRETE FLOOR

SLAB, REFER

STRUCTURE

FOUNDATION PLAN

CONCRETE

FOUNDATIONS, REFER

STRUCTURE

FOUNDATION PLAN

DASHED LINE

INDICATES LINE OF

AIR BARRIER;

REFER A-131 AND

A-132 FOR

COMPONENTS AND

NOTES.

FLEXIBLE JOINT FILLER AT

CONCRETE SIDEWALK, REFER

CIVIL SITE DRAWINGS.

Sim

A5

A-525

PROTECTION BOARD,

RIGID

POLYISOCYANURATE

ROOF INSULATION (1

LAYER EACH 75MM AND

50MM THICKNESSES(

ON VAPOR BARRIER

CONCRETE SIDEWALK, REFER

CIVIL SITE DRAWINGS.

1. SEAL ALL PENETRATIONS OF THE AIR

BARRIER, AND VERIFY INTEGRITY PRIOR

TO COVERING WITH OTHER MATERIALS.

2. FIRST FLOOR ELEVATION OF "0"

CORRESPONDS TO THE DATUM

ELEVATION OF FFE=130.70 ON CIVIL

SITE DRAWINGS.

3. DIMENSIONS SHOWN FOR WINDOW,

LOUVER AND DOOR OPENINGS ARE

ROUGH OPENINGS. REFER TO DOOR,

WINDOW AND LOUVER SCHEDULE

SHEETS SERIES A-600.

4. REFER INTERIOR WALL TYPES A-002

GENERAL NOTES FOR ATTACHMENT OF

STUDS TO CONCRETE AT WALLS…