LOCATION MAP ANDRES - Alutiiq, LLC · location map map key ... s-501 structural details 9 of 17 ... m-101 mechanical plan 15 of 17 m-501 mechanical detail 16 of 17

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VICINITY MAP

LOCATION MAP

MAP KEY

GENERAL NOTESAT NO TIME WILL THE CONTRACTORS WORK, STORAGE OF MATERIALS,

PARKING OF VEHICLES OR OTHER ACTIVITIES BE ALLOWED TO INTERFERE

WITH THE WORK ACTIVITIES OF GOVERNMENT PERSONNEL OR TO DAMAGE

GOVERNMENT OR PRIVATE PROPERTY.

PARKING SHALL BE ALLOWED IN APPROVED PARKING SPACES ONLY.

VEHICLES OTHERWISE PARKED SO WILL BE REMOVED AT THE CONTRACTOR'S

EXPENSE.

THE CONTRACTOR'S MATERIALS AND EQUIPMENT SHALL NOT BE STORED

WITHIN TWENTY (20) FEET OF ANY BUILDING, OBSTRUCT FIRE EXITS OR

OTHERWISE INTERFERE WITH FIRE FIGHTING FACILITIES. ANY MATERIALS,

EQUIPMENT OR VEHICLES DOING SO WILL BE REMOVED AT THE CONTRACTOR'S

EXPENSE.

THE CONTRACTOR SHALL AT ALL TIMES KEEP THE WORK AREA FREE FROM

ACCUMULATION OF WASTE MATERIALS. DEBRIS SHALL BE REMOVED ON A

DAILY BASIS.

ALL WELDING AND/OR THE USE OF FLAME PRODUCING DEVICES SHALL BE

CLEARED THROUGH THE FIRE DEPARTMENT.

ALL CONSTRUCTION PERMITS, FEES AND COORDINATION OF ANCILLARY ITEMS

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

THE WORK OF THIS CONTRACT SHALL COMPLY WITH APPLICABLE FEDERAL,

STATE AND LOCAL CODES OR STANDARDS. ALL WORK SHALL COMPLY WITH

THE MOST RECENT ADOPTED EDITION OF THE CODES OR STANDARDS LISTED

BELOW:

- EPA STANDARDS

- INTERNATIONAL BUILDING CODE (I.B.C.)

- INTERNATIONAL MECHANICAL CODE (I.M.C.)

- INTERNATIONAL PLUMBING CODE (I.P.C.)

- NATIONAL ELECTRICAL CODE (N.E.C.)

- NATIONAL ELECTRICAL SAFETY CODE (N.E.S.C.)

- NATIONAL FIRE PROTECTION ASSOCIATION (N.F.P.A.)

- OSHA STANDARDS

- SHEET METAL & AIR CONDITIONING CONTRACTOR'S NATIONAL

ASSOCIATION INC. (SMACNA)

- UNIFORM FIRE CODE

BASE CIVIL ENGINEER

SYMBOL

BASE CONTRACTING

FACILITY

8

7

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2

1

G-001

1 : 1

G-001.dw

g

READY AND RESOLUTE

BONIFACE GATE

GOVERNMENT HILL GATE

POST ROAD GATE

DEFENSE REUTILIZATION MARKETING OFFICE (DRMO)

SECURITY FORCES

FIRE DEPARTMENT

JBER - ELMENDORF, ALASKA

PROJECT No. FXSB 04-1069

CONSTRUCT POST RDVEHICLE INSPECTION FACILITY

G. F

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8-JU

N-2016

PROJECT LOCATION

ALASKA CANADA

ARCTIC

OCEAN

PACIFIC

OCEAN

BERING

SEA

JBER

RICHARDSON

SCHEDULE OF DRAWINGSREF SHEET TITLE SHT

G-001 COVER SHEET, VICINITY MAP & GENERAL NOTES 1 OF 17

CD-101 SITE DEMOLITION PLAN 2 OF 17

C-101 SITE PLAN 3 OF 17

C-102 EXISTING SITE UTILITIES 4 OF 17

C-103 SITE POWER PLAN 5 OF 17

C-104 SIGNAGE & STRIPING PLAN 6 OF 17

S-001 STRUCTURAL NOTES 7 OF 17

S-101 FOUNDATION PLAN 8 OF 17

S-501 STRUCTURAL DETAILS 9 OF 17

S-502 STRUCTURAL DETAILS 10 OF 17

A-101 ARCHITECTURAL FLOOR PLAN 11 OF 17

A-201 EXTERIOR ELEVATIONS 12 OF 17

A-601 DOOR SCHEDULE 13 OF 17

M-001 MECHANICAL NOTES 14 OF 17

M-101 MECHANICAL PLAN 15 OF 17

M-501 MECHANICAL DETAIL 16 OF 17

EX-01 WATER LINE TIE-IN EXHIBIT 17 OF 17

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SITE DEMOLITION PLAN

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CONSTRUCTION NOTES

DEMO EXISTING INSPECTION FACILITY

DEMO EXISTING GUARD SHACK

CLEAR EXISTING TREES

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CIVIL SITE PLAN

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CONSTRUCTION NOTES

INSTALL NEW STEEL DOOR CLEARANCE

STRUCTURE. SEE RICHARDSON GATE INSPECTION

FACILITY FOR EXAMPLE.

INSTALL NEW ELECTRONIC HEIGHT/WIDTH

INDICATOR TO GUIDE TRAFFIC BASED ON SIZE.

APPROX LOCATION ONLY; EXACT PLACEMENT TBD.

SEE C-103 FOR MORE DETAILED SITE LAYOUT

INCLUDING STRIPING AND SIGNAGE.

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SITE UTILITY PLAN

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LEGEND

COMM LINE

ELEC LINE

GAS LINE

WATER LINE

SEWER LINE

EXT LIGHTING

150

SEWER TIE-IN LOCATION

NOTE:

1. SEE EX-01 FOR WATER LINE

CONNECTION PLAN

2. SEE C-103 FOR SITE

POWER/LIGHTING PLAN

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SITE POWER PLAN

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LEGEND

COMM LINE

ELEC LINE

COMM MANHOLE

BASE BOUNDARY

EXTERIOR LIGHTING

INSPECTION BLDG & OFFICE BLDG

UTILITY POLE/POWER SOURCE

COMM PEDESTAL

EXISTING LIGHT POLE TO DEMO

EXISTING LIGHT POLE TO DEMO

GUARD SHACK & GATES

UTILITY POLE/POWER SOURCE

PWR HAND HOLE

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GENERAL NOTES:

1. ALL SIGN AND STRIPE LOCATIONS, SIZES, & QUANTITIES ARE APPROXIMATE AND FOR BID PURPOSES

ONLY. ACTUAL LOCATIONS, SIZES, & QUANTITIES TBD DURING CONTRACTOR'S DESIGN.

2. ALL SIGNS SHALL BE REFLECTIVE TYPE.

KEYED

NOTE

SIGN DESCRIPTION SIGN SIZE (INCHES) REMARKS

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HOLDING AREA

16'-6" CLEARANCE

OVERSIZE VEHICLES STAY RIGHT

COMMERCIAL TRUCKS FAR-RIGHT LANE 24 X 30

24 X 30

10 X 30

24 X 24 BLACK ON WHITE / 4" LETTERS

SEE IMAGE TO THE RIGHT

BLACK ON YELLOW

BLACK ON YELLOW

5 CHECK OVERHEAD CLEARANCE 24 X 30 SEE IMAGE TO THE RIGHT

DETAIL

RICHARDSON GATE EXAMPLE

SEE DETAIL TO THE RIGHT

SCALE: NTS

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1. REFERENCE TECHNICAL SPECIFICATIONS FOR MATERIAL SPECIFICATIONS, EXECUTION

AND QUALITY CONTROL REQUIREMENTS.

2. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES AND

THE SITE CONDITIONS SHALL BE REPORTED TO THE CONTRACTING OFFICER, WHO

SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE

CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE

CONTRACTOR’S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE

DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR

FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION BRACING,

FORMWORK AND TEMPORARY CONSTRUCTION SHORING. DO NOT SCALE DRAWINGS.

2. ALL METHODS, MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE 2006

INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY UFC 1-200-01.

3. ALL REFERENCES TO OTHER CODES, STANDARDS AND SPECIFICATION, (ACI, ASTM, ETC)

SHALL BE FOR THE LATEST OR MOST CURRENT EDITION AVAILABLE.

4. THE STRUCTURE IS DESIGNED TO RESIST CODE REQUIRED VERTICAL AND LATERAL

FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAVE BEEN

COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE

RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE RESPONSIBILITY INCLUDES BUT

IS NOT LIMITED TO JOB SITE SAFETY, ERECTION MEANS, METHODS AND SEQUENCES,

TEMPORARY SHORING, FORMWORK, AND BRACING, USE OF EQUIPMENT AND

CONSTRUCTION PROCEDURES.

5. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE AS SHOWN ON ARCHITECTURAL OR

STRUCTURAL DRAWINGS.

STRUCTURAL DESIGN DATA:

1. DEPTH TO BOTTOM OF FOOTING: AS SHOWN ON FOUNDATION DRAWINGS BUT NOT LESS

THAN 42".

2. GROUND SNOW LOAD: 50 PSF, THERMAL FACTOR: 1.0, ASSUME ROOF WILL HAVE

SNOW GUARDS (OBSTRUCTED), SNOW IMPORTANCE FACTOR: 1.0, SNOW EXPOSURE

FACTOR: 1.0. ROOF SHALL BE DESIGNED FOR DRIFT LOADING IN ACCORDANCE WITH

ASCE 7-05.

3. ROOF COLLATERAL GRAVITY LOAD: 5 PSF.

4. WIND LOADS: IN ACCORDANCE WITH IBC 2006 AS AMENDED BY UFC 1-200-01.

3-SECOND GUST = 110 MPH, EXPOSURE C. I=1.0.

5. SEISMIC LOADS SHALL BE CALCULATED ACCORDING TO THE IBC 2006 AS AMENDED BY

UFC 1-200-01. THE FOLLOWING APPLY TO ALL NEW STRUCTURES HEREIN:

SEISMIC DESIGN CATEGORY D, SEISMIC OCCUPANCY CATEGORY II, SITE CLASS D,

Ss=1.52, S1=.57, I=1.0, SEISMIC WEIGHT = GRAVITY LOAD + 20% SNOW;

DESIGN PROCEDURE: STATIC.

6. MAXIMUM SOIL BEARING PRESSURE USED IN DESIGN IS 3000 PSF.

SPECIAL INSPECTION:

1. CONTRACTOR SHALL HIRE A CERTIFIED SPECIAL INSPECTOR TO PERFORM SPECIAL

INSPECTIONS AS NOTED IN THE SPECIAL INSPECTION SCHEDULE ON THIS SHEET.

THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS DIRECTLY TO THE

CONTRACTING OFFICER FOR REVIEW.

FOUNDATIONS:

1. ALL ORGANIC, FROZEN OR OTHER UNSUITABLE MATERIALS SHALL BE REMOVED FROM

SUB-GRADE AND REPLACED WITH COMPACTED GRANULAR NFS FILL. ALL FOOTINGS

SHALL BE FOUNDED UPON UNDISTURBED NATURAL SUB-GRADE OR NFS FILL.

NON-FROST SUSCEPTIBLE (NFS) MATERIAL SHALL CONSIST OF INORGANIC SOILS

CONTAINING LESS THAN 3 PERCENT BY WEIGHT OF PARTICLES SMALL THAN .02MM.

2. NO EXCAVATION SHALL BE MADE BELOW ANY FOOTING CLOSER THAN A SLOPE OF TWO

HORIZONTAL TO ONE VERTICAL TO THE BOTTOM OF SAME.

3. ALL FOOTING SUB-GRADES SHALL BE COMPACTED A MINIMUM OF 95 PERCENT MODIFIED

"PROCTOR" PER ASTM D-1557. BACKFILL AROUND AND ABOVE ALL FOUNDATION

ELEMENTS SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY.

4. NO CONSTRUCTION SHALL BEGIN UNTIL ALL SEASONAL FROST HAS THAWED OR BEEN

REMOVED.

5. THE CONCRETE FOR EACH ISOLATED FOOTING SHALL BE CAST IN ONE CONTINUOUS

PLACEMENT.

6. WALLS HAVING BACKFILL ON BOTH SIDES SHOULD HAVE THE BACKFILL ON EITHER SIDE

BROUGHT UP APPROXIMATELY TOGETHER. OTHERWISE, NO EXTERIOR BACKFILL

SHOULD BE PLACED UNTIL THE FLOOR SLAB AND FLOOR JOISTS ARE IN PLACE OR THE

WALL IS OTHERWISE PROPERLY BRACED.

7. PROVIDE CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON THE FOUNDATION

DRAWING. PROVIDE 1/2" BITUMINOUS EXPANSION JOINT (ASTM D-1751) AROUND

SLAB PERIMETER.

STRUCTURAL CONCRETE:

1. ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING THE REQUIREMENTS OF

ACI-301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS".

PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX SHALL BE BY METHOD 2

OR THE ALTERNATE PROCEDURE GIVEN IN ACI-301. PLACE CONCRETE PER ACI-304 AND

CONFORM TO ACI-604 (306) FOR COLD WEATHER CONCRETING AND ACI-605 (305) FOR

HOT WEATHER CONCRETING. USE INTERIOR MECHANICAL VIBRATORS WITH 7,000 RPM

MINIMUM FREQUENCY. DO NOT OVER VIBRATE. CONCRETE SHALL BE PLACED

MONOLITHICALLY.

2. ALL CONCRETE SHALL DEVELOP 4000 PSI MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS.

CONCRETE SHALL BE AIR ENTRAINED WITH AN AIR CONTENT BETWEEN 4 1/2% AND 7 1/2%.

CONCRETE SUPPLIER TO PROVIDE TEST RECORDS PER SECTION 5.3 OF ACI318.

3. MATERIALS FOR CONCRETE SHALL MEET THE FOLLOWING SPECIFICATIONS:

A. CEMENT: ASTM C150, TYPE I, TYPE II OR TYPE III.

B. COARSE AND FINE AGGREGATE: ASTM C33

C. WATER SHALL BE CLEAN AND POTABLE.

4. ADMIXTURES:

A. WATER REDUCING ADMIXTURE: ASTM C494 ADMIXTURES SHALL BE USED IN EXACT

ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS.

B. AIR ENTRAINMENT: ASTM C260

C. NO OTHER ADMIXTURES ARE PERMITTED UNLESS APPROVED BY THE ENGINEER.

5. REINFORCEMENT:

A. DETAIL, FABRICATE AND PLACE PER ACI-315 AND ACI-318. SUPPORT REINFORCEMENT

WITH APPROVED CHAIRS, SPACERS OR TIES.

B. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. REINFORCING STEEL THAT IS TO

BE WELDED SHALL BE DEFORMED BARS CONFORMING TO ASTM A706.

SUBMIT WELDING PROCEDURES FOR APPROVAL PRIOR TO WELDING REINFORCING STEEL.

C. ALL SPLICES IN REINFORCEMENT SHALL HAVE A MINIMUM LAP OF 48 BAR DIAMETERS FOR

BARS #6 AND SMALLER AND 56 BAR DIAMETERS FOR BARS #7 AND LARGER.

D. REINFORCING PROTECTION SHALL BE AS FOLLOWS: POURED AGAINST EARTH: 3" CLEAR.

POURED AGAINST FORMS AND EXPOSED TO EARTH OR THE ELEMENTS: 2" CLEAR.

E. PROVIDE 2'-0" x 2'-0" CORNER BARS FOR ALL HORIZONTALREINFORCING STEEL AT ALL

CORNERS AND INTERSECTIONS. CORNER BARS TO BE SAME DIAMETER AND SPACING AS

HORIZONTAL REINFORCING.

6. CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS, INCLUDING STEEL SIZES,

SPACING AND PLACEMENT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR

TO FABRICATION.

7. GROUT FOR BASE PLATES SHALL BE A NONSHRINK, NONCORROSIVE, NONSTAINING,

NATURAL AGGREGATE (NONMETALLIC) GROUT AND SHALL BE A PREMIXED, PACKAGED

TYPE, INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURES DIRECTIONS.

GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 7 DAYS.

STRUCTURAL STEEL:

1. STANDARDS: ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS AND CODES,

LATEST EDITIONS. PRE-ENGINEERED BUILDING MANUFACTURER SHALL BE CERTIFIED

UNDER AISC METAL BUILDING SYSTEMS CERTIFICATION PROGRAM, AISC FD-90.

2. ANCHOR BOLTS SHALL MEET ASTM A307, HOT DIP GALVANIZED.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION

PROCEDURES AND SEQUENCES. CONSIDERATION SHOULD BE GIVEN TO TEMPERATURE

DIFFERENTIALS, ESPECIALLY WITH RESPECT TO STRUCTURAL STEEL FRAMING INTO

CONCRETE WALLS, BEAMS OR COLUMNS. THERE SHALL BE NO FIELD CUTTING OF

STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES WITHOUT THE PRIOR

APPROVAL OF THE ENGINEER OF RECORD.

4. THE STRUCTURES DESIGN, DETAILING, AND DRAWINGS SHALL BE PER PRE-ENGINEERED

BUILDING DESIGNER AND CODE REQUIREMENTS, AND CERTIFIED/STAMPED BY A

REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF ALASKA. STRUCTURAL

CALCULATIONS, COLUMN REACTIONS AND BASE PLATE/ANCHOR BOLT DESIGN SHALL

BE SUBMITTED TO THE CONTRACTING OFFICER A MINIMUM OF 4 WEEKS PRIOR TO START

OF FOUNDATION CONSTRUCTION. GOVERNMENT WILL PROVIDE FINAL FOUNDATION

DRAWINGS AND DETAILS PRIOR TO START OF FOUNDATION CONSTRUCTION.

5. THE CONTRACTOR SHALL SUBMIT ENGINEERED SHOP DRAWINGS TO THE CONTRACTING

OFFICER FOR REVIEW. THESE DRAWINGS SHALL BE CHECKED BY THE CONTRACTOR

BEFORE SUBMITTAL AND SHALL SHOW SHOP FABRICATION DETAILS, FIELD ASSEMBLY

DETAILS, AND ERECTION DIAGRAMS FOR ALL STRUCTURAL STEEL.

6. MATERIALS: PER MANUFACTURER/DESIGNER

7. ALL WELDING SHALL CONFORM TO THE AWS D1.1, LATEST EDITION.

8. ALL STEEL SHALL BE CLEANED BY METHODS COMPLYING WITH THE STEEL STRUCTURES

PAINTING COUNCIL METHODS SSPC-SP2 OR SSPC-SP3. REMOVE OIL, GREASE AND

SIMILIAR CONTAMINANTS. EXCEPT FOR MEMBERS TO BE WELDED, APPLY STRUCTURAL

STEEL PRIMER PAINT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO A

UNIFORM DRY FILM THICKNESS OF 2.0 MILS. AFTER FINAL STEEL INSTALLATION, WIRE

BRUSH EXPOSED STEEL SURFACES AND CLEAN WITH SOLVENTS BEFORE TOUCH-UP

PAINTING. TOUCH-UP PAINT SHALL BE THE SAME AS SHOP PAINT. COAT EXPOSED STEEL

WITH AN EXTERIOR EPOXY PAINT SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND

DESIGN COLOR REQUIREMENTS.

STRUCTURAL NOTES

STRUCTURAL STEEL (CONT.)

9. TOUCH-UP AND REPAIR GALVANIZATION SHALL CONFORM TO ASTM A780.

10. SUSPENDED LIGHT FIXTURES AND OTHER UTILITIES SHALL NOT BE SUSPENDED FROM

THE ROOF DECK. SUSPEND ALL POINT LOADS OFF OF STRUCTURALLY ADAPTED

FRAMING.

11. COLD FORMED STEEL FRAMING: PER PRE-ENGINEERED BUILDING DESIGNER AND

CODE REQUIREMENTS.

ABBREVIATIONS

BW BEARING WALL

CANT CANTILEVER

CJ CONTROL JOINT

CJP COMPLETE JOINT

PENETRATION WELD

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS

(D) DROP BEAM

DF DOUG FIR

EQ EQUAL

(F) FLUSH BEAM

FD FLOOR DRAIN

FTG FOOTING

FDN FOUNDATION

GL GLULAM

HF HEM FIR

HSS HOLLOW STRUCTURAL SECTION

K KING STUD

NFS NON FROST SUSCEPTIBLE

NTS NOT TO SCALE

OC ON CENTER

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

SCHED SCHEDULE

STL STEEL

T TRIMMER STUD

T&B TOP AND BOTTOM

TOF TOP OF FOOTING

TOW TOP OF WALL

TP TOP OF PLYWOOD

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

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80'-0"

10

'-0

"

40'-0"

37

'-0

"

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

8'-7"10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 8'-7"

9'-1

"8

'-9

"8

'-9

"9

'-1

"

19'-6" 20'-6" 20'-6" 19'-6"

18

'-6

"

10'-0"

1'-4

"

4"

1'-4

"

2'-0"

1'-4"

2'-0

"

4'-0"

4'-0

"

8"

1

TYP

1

TYP

1

TYP

CENTERLINE OF PIER & FTG TO

COINCIDE WITH CENTERLINE

OF COLUMN, TYP

4'-0"x4'-0"x1'-0" FTG,

TYP 16 PLACES

4'-6"

4'-0

"

10" CONCRETE SLAB ON GRADE INSULATED W/ 2" EPS RIGID INSULATION, STEEL TROWEL FINISH WITH CONCRETE SEALER

6" BOLLARD, TYP 10 PLACES, SEE SECTION 3, S-302. BOLLARDS TO BE PAINTED WITH TWO COATS ALKYD ENAMEL. COLOR

SHALL BE "SAFETY YELLOW".

SAWCUT CONTROL JOINTS, LOCATE AS SHOWN. SEE SECTION 2, S-302

(2) #5 x 3'-0" LONG DIAGONAL BARS, TYPICAL AT ALL RE-ENTRANT CORNERS INTO SLAB

6" CONCRETE SLAB ON GRADE, BROOM FINISH, CONCRETE SHALL BE 4,000 PSI.

4" CONCRETE SLAB ON GRADE, BROOM FINISH. 4'-3" x 4-0" SLABS.

6" CONCRETE SLAB ON GRADE INSULATED W/ 2" EPS RIGID INSULATION, STEEL TROWEL FINISH WITH CONCRETE SEALER

1

2

3

4

5

1

1

2

2

3

3

TYP

TYP

4

1

4

4

4

4

5

6

5

6

7

18

'-6

"

7

6

66

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10"

(4)#8 VERT. DOWELS

#4 TIES AS SHOWN

THIS SHT.

WALL VERTS. DISCONTINUE

AT PIER

HORIZONTAL WALL REINF.

CONTINUES THRU PIER

ANCHOR BOLTS W/ #4 SHEAR

TIES, 4 EA, 2 LAYERS @ 2"

SPACING

4'-0

"

4'-0"

2'-0

"

8" 1'-4"

ON SECTION 1,

2" RIGID EPS

INSULATION,

25 PSI, R10.8

SP

AC

IN

G

10"

12

" T

IE

3

4

" DIA. x 13" EMBED

HEADED ANCHOR BOLTS

(TYPICAL)

1

TYPICAL CONCRETE FOOTING AND PEDESTAL

4 TIES

@ 4.5"

1" GROUT

STEEL COLUMN

#8 VERT. DOWELS

#4 TIES

3

S3S3 S3 S3

2

#4 SHEAR TIES, 4 EA,

2 LAYERS @ 2" SPACING

2

1'-0

"

4'-0"

3" C

LR

2" CLR

CLR

2" RIGID EPS

INSULATION,

25 PSI, R10.8

12"

48"

(2) #5 HAIRPIN,

HOOK INTO

PEDESTAL

3"

CL

R

10

"

2'-8"

(5) #5 EA WAY

3"

1'

10" CONC. SLAB W/ #5

@ 12" OC EA WAY, THICKEN

TO 12" AT PEDESTAL

3'-6

" M

IN

INSULATED WALL

PANEL

ALUM FLASHING,

.024" THICK, MILL

FINISH

FOUNDATIONS TO SIT ON

UNDISTURBED NATIVE SOIL

OR 12" COMPACTED D-1,

COMPACT TO 95% MAX DENSITY

PER ASTM D1557

(3) COMPACTION TESTS.

2" CLR

2" RIGID EPS

INSULATION,

25 PSI, R10.8

10"

(4)#8 VERT.

DOWELS

30"

8"

8"

HORIZ. WALL REINF.

HOOK @ CORNERS

ANCHOR BOLTS W/ #4 SHEAR

TIES, 4 EA, 2 LAYERS @ 2"

SPACING

8"

8"

1'-4"

1'-4

"

4'-0"

4'-0

"

#4 TIES AS

SHOWN ON

SECTION 1

WALL VERTS. DISCONTINUE

AT PEDESTAL.

2" RIGID XPS

INSULATION,

25 PSI, R10.8

(2)#5 CONT. HORIZ.

TOP & BOTTOM

#4 @ 18" O.C. VERT.

CENTER IN BEAM

4" VOID FORM

BETWEEN FOOTINGS

8"

4"

3'-0"

#4 CONT. HORIZ.

3"

2"

CL

R

CLR

CL

R

3"

3"

CL

R

1

2

" BITUMINOUS EXPANSION

JOINT AROUND SLAB PERIMETER

2" RIGID EPS

INSULATION,

25 PSI, R10.8

10" CONC. SLAB W/

#5 @ 12" OC EA WAY

ALUM FLASHING,

.024" THICK, MILL

FINISH

SUPER STRUCTURE

NOT SHOWN

6" D-1, COMPACT TO

95% MAX DENSITY PER

ASTM D1557, TYP.

(3) COMPACTION TESTS.

1'-6"

2" RIGID EPS

INSULATION,

25 PSI, R10.8

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3

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4

S101 S301

2

S101 S301

SECTION

SECTION SECTION

TYPICAL CONCRETE FOOTING PEDESTAL

SCALE: NTS

TYPICAL INTERMEDIATE PEDESTAL

SCALE: NTS

TYPICAL CORNER PEDESTAL

SCALE: NTS

TYPICAL GRADE BEAM

SCALE: NTS

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CL

R

2"

SAWCUT 1

1

2

"x

1

4

" WIDE,

SEAL WITH FLEXIBLE SEALANT

1

2

LAP 24" MIN.

4" VOID FORM

#4 VERT. @

18" O.C.

(2) #5 TOP &

BOTTOM CONT.

#4 TOP & BOTTOM

#4 BENT DOWEL

@ 18" O.C.

SLOPE @ 5%

30"

36"

8"

4"

6"

2'-0"

#4 CONT. HORIZ.

10" CONC. SLAB W/

#5 @ 12" OC EA WAY1'-0"

1

2

" EXP JT

6" CONC. APRON W/

#5 @ 12" OC EA WAY

2"

CLR

6" D-1, COMPACT TO

95% MAX DENSITY PER

ASTM D1557, TYP

6" D-1, COMPACT TO

95% MAX DENSITY PER

ASTM D1557, TYP

2" RIGID EPS

INSULATION,

25 PSI, R10.8

L

C

CONCRETE

UNDISTURBED SOIL

SLOPE TO DRAIN (TYP)

CONCRETE

2"

48"

48"

6"

18"

FINISHED

GRADE OR

CONCRETE

6" Ø SCHEDULE 40 GALVANIZED

STEEL PIPE FILLED WITH

CONCRETE AND PAINTED

NOTE: POSTS SHALL BE PRIMED AND RECEIVE TWO COATS MINIMUM

OF "YELLOW" PAINT IAW MANUFACTURER'S

RECOMMENDATIONS. AS AN ALTERNATIVE TO PAINTING,

CONTRACTOR MAY USE BUMPER POST SLEEVES,

WWW.IDEALSHIELD.COM OR EQUAL

No

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SECTION

SECTION

TYPICAL CONCRETE APRON AT DOORS

SCALE: NTS

TYPICAL CONTROL JOINT

SCALE: NTS

TYPICAL BOLLARD

SCALE: NTS

FOR O

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E1

A101 A201

E3

E4

E2

A101 A201

A101 A201

A101 A201

100101

104 105 106 108 109

110

111

103

102

107

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M

GAS MTR & REG

HEATER VENTS

INSPECTION BAY EXHAUST FAN

123

123

BAROMETRIC PRESSURE

DAMPERS

TOILET EXHAUST FAN

EXHAUST OUTLET

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HARDWARE

EXIT DEVICE: VON DUPRIN 22 LEVER W/ ALK 4'

EXIT DEVICE STRIKE: VON DUPRIN 299

CORE: BEST CORMAX M SERIES KEYWAY

HINGES: STANLEY 4

1

2

" HD BB US32D -- FBB 199

CLOSER: STANLEY D4550

THRESHOLD: PEMKO 253X3AFG

DOOR SWEEP: PEMKO 18062CNB

DOOR STOP: IVES FS13 US26D

DOOR SEAL: PEMKO P493

HARDWARE GROUP 1

DOOR SCHEDULE

No. WIDTH HEIGHT

DOOR SIZE

THICK

GLASS

TYPE

FRAME

FIRE

RATING

DOOR

TYPE

REMARKS

GENERAL NOTES

HM.

HM.

INSULATED STEEL PANELS

100

101

102

103

104

B

B

E

E

B

HM

HM

HM

HM

HM

4'-0"

4'-0"

14'-0"

14'-0"

4'-0"

7'-0"

7'-0"

18'-0"

18'-0"

7'-0"

N

N

N

N

N

B

B

-

-

B

HM

HM

-

-

HM

20

20

-

-

20

1

1

-

-

1

OVERHEAD DOOR; AUTOMATED W/ MANUAL OVERRIDE

1

3

4

"

1

3

4

"

2"

2"

1

3

4

"

105

106

107

108

109

110

111

A

A

C

D

B

E

E

HM

HM

HM

HM

HM

HM

HM

3'-0"

3'-0"

3'-0"

6'-0"

4'-0"

14'-0"

14'-0"

7'-0"

7'-0"

7'-0"

7'-0"

7'-0"

18'-0"

18'-0"

N

N

N

N

N

N

N

A

A

A

C

B

-

-

HM

HM

HM

HM

HM

-

-

20

20

20

20

20

-

-

2

2

3

4

1

-

-

1

3

4

"

1

3

4

"

1

3

4

"

1

3

4

"

1

3

4

"

2"

2"

3'-0"

7'-0

"

HM.

4'-0"

HM.

6'-0"

7'-0

"

3'-0"

7'-0

"

7'-0

"

14'-0"

18

'-0

"

3'-0"

7'-0

"

4'-0"

7'-0

"

6'-0"

7'-0

"

100

101

102

103

104

105

106

107

108

109

110

111

LOCKSET: BEST 93K7R14CS3619

STRIKE: BEST S3619


HINGES: STANLEY 4

1

2



THRESHOLD: PEMKO 271A



DOOR SEAL: PEMKO P493

HARDWARE GROUP 2

LOCKSET: BEST 93K0L14CS3619

STRIKE: BEST S3619

HINGES: STANLEY 4

1

2





HARDWARE GROUP 3

LOCKSET: BEST 93K7D14CS3619

STRIKE: BEST S3619


HINGES: STANLEY 4

1

2






HARDWARE GROUP 4




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X.D

WG

U.S

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02-JU

N-2016

FX

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06

9

1. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL THE DETAILS OF WORK AND MAKE ALLNECESSARY ADJUSTMENT TO ACCOMPLISHED WORK. FIELD VERIFY ALL DIMENSIONS ANDCONDITIONS.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ASHRAE, UBC, UMC, UPC, NEC, NFPA,NATIONAL FUEL GAS CODE, SMACNA STANDARDS, AND THE MANUFACTURER'SRECOMMENDATIONS.

3. ALL NEW EQUIPMENT, FIXTURES, DUCTWORK AND PIPING SHALL BE PROVIDED WITH HANGERSAND SUPPORTS.

4. ALL MATERIALS SHALL BE NEW UNLESS OTHERWISE INDICATED.

5. DOMESTIC WATER PIPING SHALL BE COPPER TYPE L USING WROUGHT COPPER FITTINGS AND95/5 SOLDER; AND SHALL BE SIZED ACCORDINGLY WITH THE FIXTURES.

6. WASTE AND VENT PIPING SHALL BE CAST IRON, ASTM A74, HUB AND SPIGOT COMPRESSIONTYPE WITH NEOPRENE GASKETS OR LEAD OAKUM. NO HUB OR DWV COPPER TUBING CAN BEUSED FOR ABOVEGROUND.

7. GAS PIPING SHALL BE STANDARD WEIGHT IRON OR BLACK STEEL; FITTINGS AND CONNECTIONSSHALL BE MALLEABLE IRON, SCREW THREADED. GAS PIPING AND PRESSURES SHALL BE SIZEDACCORDINGLY FOR THE HEATERS.

8. UNIONS FOR COPPER PIPING SHALL BE BRASS; MALLEABLE IRON FOR STEEL PIPING. ISOLATIONVALVES SHALL BE PROVIDED AT EACH EQUIPMENT CONNECTION AND ELSEWHERE, ASREQUIRED TO INSTALL OR DISCONNECT PIPING.

9. DIELECTRIC FITTINGS SHALL BE USED FOR ALL CONNECTIONS BETWEEN PIPING OF DISSIMILARMETALS.

10.HOT AND COLD PIPELINES SHALL BE INSULATED WITH 1” THICK FIBERGLASS, k=0.24 @ 100 oF.

11.VALVES WITH SIZES UP TO 2 INCHES SHALL BE BRONZE, INSIDE SCREW WITH RISING STEM,125 SWP. OVER 2 INCHES SHALL BE IRON BODY WITH FLANGED ENDS; 125 SWP

12.ALL VALVES AND APPURTENANCES USED IN CONNECTION WITH GAS PIPING SHALL BE OF ATYPE DESIGNED AND APPROVED WITH FUEL GAS.

13.ALL PIPING SHALL HAVE CODED IDENTIFICATIONS.

14.DOMESTIC WATER PIPING SHALL BE SLOPED TO DRAIN.

15.DRAINAGE PIPING TO BE SLOPED 1/8” PER LINEAL FOOT TO THE DIRECTION OF FLOW.

16.ALL PIPING SHALL BE INSTALLED TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUTSTRESSING THE PIPE, JOINTS, OR CONNECTED EQUIPMENT.

17.PIPE PENETRATIONS THROUGH WALLS TO BE PROVIDED WITH SLEEVES; 20 GAGEGALVANIZED SHEET, AND SCHEDULE 40 STEEL PIPE IN CONCRETE FLOOR, SET FLUSHED TOWALLS. SPACE BETWEEN THE PIPE AND THE SLEEVE TO BE PACKED WITH OAKUM ANDCAULKED ON BOTH ENDS.

18.THERMOSTATS SHALL BE MOUNTED 60” ABOVE FINISHED FLOOR.

19.DUCTWORK AND DUCT ACCESSORIES SHALL BE FABRICATED AND INSTALLED INACCORDANCE WITH SMACNA LOW VELOCITY DUCT CONSTRUCTION STANDARDS. PROVIDEDUCT MATERIAL, GAGE THICKNESS, REINFORCING, AND SEALING FOR APPLICABLE PRESSURES.

20. INSTALLATION OF GAS HEATERS, PIPING, VALVES AND APPURTENANCES SHALL BE INACCORDANCE WITH THE NATIONAL FUEL GAS CODE, AND THE MANUFACTURER'SRECOMMENDATIONS. GAS VENTING AND COMBUSTION AIR TO BE PROVIDED AND SIZEDACCORDINGLY FOR THE HEATERS.

21. GAS LEAK TEST SHALL BE CONDUCTED AFTER COMPLETION OF INSTALLATION. DO NOT USEA FLAME TO TEST FOR LEAK, WITH HEATERS IN OPERATION, PAINT PIPE JOINTS, PILOT GASTUBING CONNECTIONS AND VALVE GASKET LINES WITH SOAP AND WATER SOLUTION, BUBLESINDICATE A GAS LEAK, TO STOP LEAK, TIGHTEN THE JOINTS AND SCREWS OR REPLACE THEGASKETS.

22. WATER HAMMER ARRESTER (WHA) SHALL BE J.R. SMITH HYDROTROLS, WITH ALUMIMUNWHITE GRILLES,PRE-CHARGED AND PERMANENTLY SEALED, TESTED AND CERTIFIED INACCORDANCE WITH THE PLUMBING DRAINAGE INSTITUTE “STANDARD P.D.I. WH-201”, OREQUAL.

23. ALL WIRING FOR ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCEWITH REQUIREMENTS OF NEC CLASS 1; ELECTRICALLY GROUNDED IN ACCORDANCE WITH NEC,ANSI/NFPA NO. 70-LATEST EDITION.

24. AFTER INSTALLATION OF DOMESTIC WATER PIPING, IT SHALL BE FLUSHED OUT AND LEFTCOMPLETELY FREE FROM OIL, DIRT AND ANY DEBRIS. ALL STRAINERS INTERIOR SHALL BECLEANED AND REPLACED. ALL DIRT POCKETS SHALL BE DRAINED AND REPLACED. PIPINGSYSTEMS SHALL BE HYDROSTATICALLY TESTED AT 100 PSIG FOR 4 HOURS WITHOUT ANY LOSSOF PRESSURE. DOMESTIC WATER PIPING SHALL BE CHLORINATED FOR A MINIMUM OF 24HOURS.

25. TESTING, BALANCING, PREPARING AND FILING OF REPORTS TO BE PROVIDED FOR ALL NEWEQUIPMENT, VALVES, AND ALL OTHER COMPONENTS.

GENERAL NOTES - MECHANICAL

26. THE CONTRACTOR SHALL PROVIDE A COMPLETE DESIGN OF AUTOMATIC WET-PIPESPRINKLER SYSTEM PER NFPA 13, AND STAMPED SHOP DRAWINGS APPROVED BY A MINIMUMLEVEL OF NICET IV. OR A REGISTERED ENGINEER.

27. CONTRACTOR TO PROVIDE RECORD DRAWINGS AS REQUIRED INCLUDING ALL INFORMATIONSHOWN IN THE CONTRACT DRAWINGS AND ALL DEVIATIONS, MODIFICATIONS, OR CHANGES ONTHE CONTRACT DRAWINGS WHICH WERE INCORPORATED IN THE WORK.

1. PROVIDE NATURAL GAS HEATING SYSTEM COMPLETE INCLUDING INFRARED TUBE HEATERS(INSPECTION BAY AREA) , DIRECT-VENT FURNACE GAS WALL HEATER (OFFICE & TOILET), ALLVALVES, PIPING, PIPE FITTINGS, HANGERS AND SUPPORTS, VENTING AND COMBUSTION AIR,CONTROLS, WIRINGS, AND ALL OTHER ITEMS.

2. PROVIDE TOILET PLUMBING SYSTEM COMPLETE INCLUDING FIXTURES, INSTANTANEOUSELECTRIC WATER HEATER, WASTE, VENT, HOT AND COLD WATER PIPING, VALVES, HANGERSAND SUPPORTS, INSULATION, WIRINGS, AND ALL OTHER ITEMS.

3. PROVIDE TOILET EXHAUST SYSTEMS COMPLETE INCLUDING FANS, DUCTWORK, DUCTACCESSORIES, SUPPORTS, CONTROLS, WIRINGS AND ALL OTHER ITEMS.

4. PROVIDE INSPECTION BAY EXHAUST SYSTEMS COMPLETE INCLUDING FANS, DUCTWORK,GRILLES, BAROMETRIC PRESSURE DAMPERS, DUCT ACCESSORIES, HANGERS AND SUPPORTS,CARBON MONOXIDE/DIESEL SENSORS, CONTROLS, WIRINGS AND ALL OTHER ITEMS.

5. PROVIDE DRY-PIPE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE LATEST VERSION OF NFPA13, COMPLETE INCLUDING RISER, ALARM VALVE, MOTOR GONG, SPRINKLER HEADS,SPECIALTIES, ALL VALVES, PRESSURE GAGES, FIRE DEPARTMENT CONNECTIONS, PIPING ANDFITTINGS, FIRE ALARM DEVICES, HANGERS AND SUPPORTS, DRY-PIPE COMPRESSED AIR SYSTEM,AND ALL OTHER ITEMS.

SCOPE OF WORK - MECHANICAL

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M1

M101 M301

900 CFM

900 CFM 925 CFM

925 CFM

1825 CFM

1825 CFM

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MECHANICAL PLAN

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201050

FEET

CONSTRUCTION NOTES

1

2

GAS METER (BY ENSTAR)

GAS REGULATOR (BY ENSTAR)

DIRECT-VENT GAS FURNACE WALL HEATER

TOILET EXHAUST FAN

INFRARED TUBE GAS HEATER

CARBON MONOXIDE AND DIESEL DETECTORS (SENSORS)

INSPECTION BAY EXHAUST FAN

EXHAUST GRILLE, 12" x 8" SIZE

DOOR GRILLE, 14" x 12" SIZE

BAROMETRIC PRESSURE DAMPER, 24" x 20" SIZE

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LOCATION MAP ANDRES - Alutiiq, LLC · location map map key ... s-501 structural details 9 of 17 ... m-101 mechanical plan 15 of 17 m-501 mechanical detail 16 of 17

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