MAINTENANCE GARAGE EXTENSIONS NEW …...SACO OGUNQUIT YORK BEACH KITTERY PORTSMOUTH ATLANTIC OCEAN M...

SHEET NO. DESCRIPTION

MEMORIAL HIGHWAY

THE GOLD STAR

MAINE TURNPIKE AUTHORITY

LOCATION MAP

INDEX OF SHEETS

KAREN S. DOYLE, MEMBER EX-OFFICIO

THOMAS J. ZUKE, MEMBER

ANN R. ROBINSON, MEMBER

JOHN E. DORITY, MEMBER

MICHAEL J. CIANCHETTE, MEMBER

ROBERT D. STONE, VICE CHAIR

DANIEL E. WATHEN, CHAIR

KENNEBUNK

2 MAINTENANCE GARAGES

GRAY

MAINTENANCE GARAGE

CO

NT

RA

CT 2

018.1

4

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BIDDEFORD

KENNEBUNK

WELLS

BERWICK

WESTBROOK

PORTLAND

SCARBOROUGH

ALFRED

SANFORD NORTH

BERWICK

SOUTH

GARDINER

AUGUSTA

LEWISTONBATH

AUBURN

BRUNSWICK

GRAY

FALMOUTH

WESTBROOK

SACO

OGUNQUIT

YORK BEACH

KITTERY

PORTSMOUTH

ATLANTIC

OCEAN

MAIN

E

INT 32

TP

K

MENH

INT 25

INT 19

MEN

H

AN

DR

O

GGIN

SEE DETAIL INSET

DETAIL

INT 45

INT 48

INT 52

INT 53

INT 42

INT 44

INT 46

INT 47

95

KEN

NEBEC

RIV

ER

TP

K

MAIN

ERIVER

SC

O

INT 80

INT 75

INT 63

SEBAGO

LAKE

95

INT 36RIVER

SACO 95

INT 7

INT 52

INT 53

INT 42

INT 44

95

295

1

INT 46

INT 45

INT 48

INT 47

INT 102

INT 103

PLAZA

MAINLINE

YORK

PLAZA

MAINLINE

NEW GLOUCESTER

PLAZA

MAINLINE

WEST GARDINER

PLAZA

I-295 MAINLINE

GARDINER

INT 86

95

95

95

295

295

295

ELECTRICAL PLANS

MECHANICAL PLANS

PLUMBING PLANS

OIL/WATER SEPARATOR TANK DETAILS

ARCHITECTURAL ELEVATIONS

ARCHITECTURAL PLAN AND SECTION

PROPOSED COLUMN AND HEADER DETAILS

PROPOSED SLAB-ON-GRADE DETAILS

TEMPORARY COLUMN AND HEADER DETAILS

PROPOSED MODIFICATION DETAILS (GRAY)

TEMPORARY SUPPORT DETAILS (GRAY)

PROPOSED MODIFICATION DETAILS (KENNEBUNK #2)

TEMPORARY SUPPORT DETAILS (KENNEBUNK #2)

PROPOSED MODIFICATION DETAILS (KENNEBUNK #1)

TEMPORARY SUPPORT DETAILS (KENNEBUNK #1)

GENERAL NOTES

TITLE SHEET

27

19-26

15-18

14

13

12

11

10

9

8

7

6

5

4

3

2

1

NEW HEATING SYSTEM CROSBY MAINTENANCE FACILITY

MAINTENANCE GARAGE EXTENSIONS

KENNEBUNK AND GRAY

CONTRACT 2018.14

CROSBY

MAINTENANCE GARAGE

S. PETER MILLS, EXECUTIVE DIRECTOR

MTA PROJECT MANAGER:

CONSULTANT PROJECT MANAGER:

ERB

MEMORIAL HIGHWAY

THE GOLD STAR

BRUCE MUNGER, PE

BRG 11\17

11\17

RBM

RAL

11\17

11\17

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


GENERAL NOTES

BRIAN TADDEO, PE 2018.14

340 County Road, Suite 6-C

Westbrook, ME 04092

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CONTRACT:

SHEET NUMBER: S1

2 OF27

Scale:

No. Revision By Date

Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed

GENERAL NOTES

GENERAL SCOPE OF WORK:

FOUNDATION NOTES:

CONCRETE REINFORCING NOTES:

CONCRETE NOTES:

LAP SPLICE LENGTH TABLE

MIN LAP SPLICE (INCHES)

BAR SIZE

19

#3

19

#4

24

#5

29

#6

36

#7

47

#8

74

#9

LIST OF ABBREVIATIONS

N.F. - NEAR FACE

F.F. - FAR FACE

E.F. - EACH FACE

BOT. - BOTTOM

SP. - SPACES

EQ. - EQUAL

ADDL. - ADDITIONAL

CL. - CLEAR

BRG. - BEARING

TYP. - TYPICAL

PROP. - PROPOSED

W.P. - WORKING POINT

EXIST. - EXISTING

MIN. - MINIMUM

MAX. - MAXIMUM

JT. - JOINT

CONSTR. - CONSTRUCTION

RDWY. - ROADWAY

TPKE. - TURNPIKE

EA. - EACH

N.T.S. - NOT TO SCALE

PGL - PROFILE GRADE LINE

STA. - STATION

SHLDR. - SHOULDER

APPROX. - APPROXIMATELY

CONC. - CONCRETE

DIA. - DIAMETER

EXP. - EXPANSION

EB - EASTBOUND

WB - WESTBOUND

U.O.N. - UNLESS OTHERWISE NOTED

ALT. - ALTERNATE

É - CENTERLINE

DEMO. - DEMOLITION

EL. - ELEVATION

MTA - MAINE TURNPIKE AUTHORITY

NB - NORTHBOUND

PED. - PEDESTAL

Ê - PLATE

P.S.I. - POUNDS per SQUARE INCH

SB - SOUTHBOUND

T.&B. - TOP & BOTTOM

VERT. - VERTICAL

MAINEDOT - MAINE DEPARTMENT

ABUT. - ABUTMENT

WOOD NOTES:

ESTIMATED QUANTITIES

OF TRANSPORTATION

EA

EA

EA

EA

UNIT

1

1

1

1

QTY

815.04

815.03

815.02

815.01

ITEM NO.

BUILDINGS - CROSBY GARAGE HVAC UPDATE

BUILDINGS - GRAY GARAGE ADDITION

BUILDINGS - KENNEBUNK GARAGE #2 ADDITION

BUILDINGS - KENNEBUNK GARAGE #1 ADDITION

ITEM DESCRIPTION

6. WELDING OF REINFORCING IS NOT PERMITTED, U.N.O.

5. REINFORCEMENT HOOKS SHALL CONFORM TO STANDARD HOOKS ACCORDING TO ACI 318.

U.N.O.

4. CONTINUOUS REINFORCEMENT SHALL BE TENSION LAP SPLICED PER LAP SLICE LENGTH TABLE,

1•INCHESCONCRETE NOT EXPOSED TO EARTH OR WEATHER IN CURBS

1•INCHESCONCRETE NOT EXPOSED TO EARTH OR WEATHER IN SLABS AND WALLS

2 INCHESCONCRETE EXPOSED TO EARTH OR WEATHER

3 INCHESCONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH

3. MINIMUM CONCRETE COVER FOR REINFORCEMENT:

SHALL SHOW REINFORCING STEEL PLACEMENT DETAILS AND SECTIONS.

AUTHORITY FOR REVIEW AND ACCEPTANCE PRIOR TO COMMENCING FABRICATION. SHOP DRAWINGS

2. THE CONTRACTOR SHALL SUBMIT REINFORCING SHOP DRAWINGS TO THE MAINE TURNPIKE

AND SHALL BE SECURED AGAINST DISPLACEMENT.

A775/ A 775M. REINFORCEMENT SHALL BE PLACED AND SUPPORTED PRIOR TO CONCRETE PLACEMENT,

1. USE DEFORMED EPOXY COATED STEEL REINFORCING BARS, GRADE 60 IN CONFORMANCE WITH ASTM

13. CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS AFTER CONSTRUCTION IS COMPLETED.

DIMENSIONS.

12. COPIES OF THE AS-BUILT PLANS ARE NOT AVAILABLE. CONTRACTOR TO VERIFY ALL ASSUMED

STARTING WORK.

11. THE CONTRACTOR SHALL SUBMIT THE PROPOSED STAGING AREA(S) TO THE RESIDENT PRIOR TO

WORK SHALL BE COMPLETED WITHIN THE EXISTING RIGHT OF WAY.

10. THERE ARE NO PERMANENT OR TEMPORARY EASEMENTS ASSOCIATED WITH THIS PROJECT. ALL

INCLUDED IN THESE PLANS.

MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT CONTROL LATEST REVISION UNLESS OTHERWISE

(MAINEDOT) STANDARD DETAILS HIGHWAY AND BRIDGES 2014 LATEST REVISIONS AND MAINEDOT BEST

9. ALL DETAILS SHALL BE IN CONFORMANCE WITH MAINE DEPARTMENT OF TRANSPORTATION

WITH OSHA SUBPART P OF 29 CFR PART 1926.650-62 (CONSTRUCTION STANDARDS FOR EXCAVATIONS).

8. EXCAVATIONS ACCOMPLISHED AS PART OF THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE

COSTS FROM THE CONTRACTOR'S PAYMENTS.

PREVIOUSLY ESTABLISHED DIG SAFE MARKS, THE AUTHORITY SHALL DEDUCT THE ADDED MARKING

EXCAVATION LOCATIONS MARKED, OR SHOULD THE CONTRACTOR FAIL TO MAINTAIN THE AUTHORITY'S

ON THIS PROJECT. SHOULD THE CONTRACTOR NEED ADDITIONAL SIGN LOCATIONS AND/OR ADDITIONAL

7. THE AUTHORITY HAS PROGRAMMED TWO FIELD VISITS FOR MAINE TURNPIKE UTILITY COORDINATION

AREAS.

UTILITIES, OR NOTIFIED THE RESIDENT THERE ARE NO UNDERGROUND UTILITIES IN THE MARKED

WILL NOT BE PERMITTED UNTIL THE AUTHORITY HAS LOCATED AND MARKED ITS UNDERGROUND

LOCATIONS AND EXCAVATION LOCATIONS SHALL BE MARKED AT THE NOTIFICATION TIME. EXCAVATION

RESIDENT CAN ARRANGE FOR MAINE TURNPIKE UNDERGROUND UTILITY LOCATION. ALL PROPOSED SIGN

6. THE CONTRACTOR SHALL NOTIFY THE RESIDENT 10 DAYS PRIOR TO CONSTRUCTION SO THE

207-749-7231 AT LEAST 72 HOURS PRIOR TO START OF WORK.

5. THE CONTRACTOR IS REQUIRED TO CALL DIG SAFE AT 1-888-344-7233 AND DIG SMART AT

CONDITION, STORED IN A MOISTURE FREE ENVIRONMENT INDOORS, AND ABOVE THE GROUND LEVEL.

4. ALL MATERIALS REQUIRED TO BE REMOVED AND REUSED SHALL BE MAINTAINED IN SERVICEABLE

STORED INDOORS ABOVE GROUND LEVEL ON SUITABLE DUNNAGE.

3. ALL MATERIALS STORED ON THE PROJECT SHALL BE PROTECTED FROM THE ELEMENTS BY BEING

COMMENCING WORK.

ALL DISCREPANCIES SHALL BE REPORTED TO THE MAINE TURNPIKE AUTHORITY PRIOR TO

EXISTING CONSTRUCTION AND DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION OR FABRICATION.

2. EXISTING DIMENSIONS AND CONDITIONS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL

ASSOCIATION, 2015

NDS NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION BY NATIONAL FOREST PRODUCTS

ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS

2014

ACI 318 AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 2017

ACI 301 AMERICAN CONCRETE INSTITUTE SPECIFICATION FOR STRUCTURAL CONCRETE, 2016

STRUCTURES, 2016

ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

IBC INTERNATIONAL BUILDING CODE, 2015

1. THE FOLLOWING BUILDING CODES AND STANDARDS SHALL BE REFERENCED DURING CONSTRUCTION:

PLANS.

7. ADD HVAC AT (2) KENNEBUNK GARAGES, (1) GRAY GARAGE AND (1) CROSBY GARAGE AS SHOWN IN THE

6. REINSTALL ELECTRICAL CONDUITS AND ADD OUTLETS AS SHOWN ON THE PLANS.

5. ADD LED LIGHTS IN EACH BAY OF GARAGE.

4. REMOVE ALL EXISTING ROOF SHINGLES AND REPLACE WITH NEW PREFORMED METAL ROOFING.

3. REMOVE ALL EXISTING SIDING AND REPLACE WITH NEW PREFORMED METAL SIDING.

ROOF RAFTERS, SHEATHING, COLUMNS AND LVL HEADER.

2. THE NEW BUILDING CONSTRUCTION SHALL INCLUDE: TEMPORARY SUPPORT, SLAB-ON-GRADE, STUD WALL,

MAINTENANCE GARAGE AT THE GRAY MAINE TURNPIKE AUTHORITY MAINTENANCE YARD.

GARAGES AT THE KENNEBUNK MAINE TURNPIKE AUTHORITY MAINTENANCE YARD AND (1) 8-BAY

1. CONSTRUCT A BUILDING EXTENSION OFF THE BACK OF THE BUILDING OF (2) 8-BAY MAINTENANCE

6. CHAMFER ALL EXPOSED CONCRETE EDGES ƒ" UNLESS OTHERWISE NOTED.

AND LOCK WASHERS. WET STICKING THREADED ROD SHALL NOT BE ACCEPTABLE.

5. THREADED RODS SHALL CONFORM TO ASTM F1554. THREADED RODS SHALL HAVE HEAVY HEX NUTS

4. CONCRETE DESIGN STRENGTH SHALL BE A MINIMUM OF 4,000 PSI.

THE MAINE TURNPIKE AUTHORITY SHALL PROVIDE ALL CONCRETE TESTING.

A SET OF FIVE CYLINDERS FOR EACH PLACEMENT AND PER 50 CUBIC YARDS OF CONCRETE PLACED.

AND TWO AT 28 DAYS. HOLD AN ADDITIONAL CYLINDER FOR A 56 DAY BREAK IF NECESSARY. PROVIDE

SHALL INDICATE SLUMP, AIR CONTENT, AND TEMPERATURE. COMPRESSION TEST 2 CYLINDERS AT 7 DAYS

ON SITE SHALL BE FIELD TESTED BY THE MAINE TURNPIKE AUTHORITY. FIELD TESTING INFORMATION

MAINE TURNPIKE AUTHORITY FOR ACCEPTANCE PRIOR TO PLACEMENT OF CONCRETE. CONCRETE USED

FABRICATED CYLINDERS VERIFYING CONCRETE STRENGTH OR PERFORMANCE HISTORY OF MIX TO THE

3. CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE MIX DESIGN AND LABORATORY TESTS OF

REVISION OF NOVEMBER 2014" FOR REQUIREMENTS FOR COLD WEATHER CURING.

CONCRETE OF "STATE OF MAINE, DEPARTMENT OF TRANSPIRATION STANDARD SPECIFICATIONS,

DURING NEAR-FREEZING, OR FREEZING WEATHER. REFERENCE SECTION 502.08 COLD WEATHER

EQUIPMENT SHALL BE PROVIDED FOR HEATING CONCRETE MATERIALS AND PROTECTING CONCRETE

2. CONTRACTOR SHALL NOT PLACE CONCRETE ON FROZEN GROUND OR IN WATER. ADEQUATE

THE CAST-IN-PLACE CONCRETE SPECIFICATIONS.

CONCRETE SHALL BE IN CONFORMANCE WITH APPLICABLE BUILDING CODES IN ADDITION, REFERENCE

1. ALL CONCRETE WORK, INCLUDING MATERIAL SELECTION, ADMIXTURES, MIXING, AND PLACEMENT OF

11. PROVIDE HORIZONTAL BLOCKING FOR ALL LOAD BEARING WALLS AT 4'-0" O.C. VERTICAL, MAXIMUM.

10. ALIGN COLUMNS SUCH THAT COLUMNS BEAR CONTINUOUSLY TO FOUNDATION SUPPORT.

9. ALL FASTENERS AND WASHERS SHALL BE HOT-DIPED GALVANIZED, U.N.O.

ALL RAFTERS.

RAFTERS FRAME OVER SUPPORTS. PROVIDE FULL DEPTH SOLID BLOCKING FOR EACH 8'-0" SPAN FOR

8. PROVIDE FULL DEPTH BLOCKING AT ENDS AND INTERIOR SUPPORTS OF ALL RAFTERS WHERE

7. ALL PLYWOOD SHALL BE APA RATED SHEATHING.

FORTH BY U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD PS20-99.

6. NOMINAL SIZES ARE TYPICALLY REFERENCED ON THE DRAWINGS. PROVIDE ACTUAL SIZES AS SET

GALVANIZED, U.N.O.

CONNECTORS THAT ARE IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT-DIP

5. PROVIDE PRESSURE TREATED LUMBER FOR ALL LUMBER IN CONTACT WITH CONCRETE. ALL

4. STRUCTURAL LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19%

E = 2,000,000 PSIFt = 1,555 PPSI

Fc = 750 PSI (PERPENDICULAR TO GRAIN)Fv = 285 PSI

Fc = 2,510 PSI (PARALLEL TO GRAINFb = 3,100 PSI

WHICH HAS THE FOLLOWING MINIMUM ALLOWABLE STRESSES:

C. WHERE NOTED LVL ON DRAWINGS PROVIDE VERSA LAM 3100 BY BOISE CASCADE OR EQUIVALENT,

DRAWINGS AS PRESERVATIVE PRESSURE TREATED LUMBER (PT OR PPT).

B. SOUTHERN YELLOW PINE FOR EXTERIOR EXPOSURE APPLICATIONS AND WHERE SHOWN ON

A. SPRUCE-PINE-FIR NO.2 OR BETTER FOR TYPICAL LUMBER (STUDS, RAFTERS, ETC.) U.N.O.

3. WOOD GRADES AND SPECIES:

BE REJECTED.

SUCH A WAY AS TO CAUSE WARPING OR PREVENT ADEQUATE AIR CIRCULATION. WARPED TIMBER MAY

2. CARE SHALL BE TAKEN TO PROTECT TIMBER FROM WEATHER AND DAMPNESS. DO NOT STACK IN

ADDITIONAL INSPECTION INFORMATION, U.N.O.

1. ALL LUMBER SHALL BE VISUALLY GRADED AN STAMPED WITH GRADE DESIGNATION, SPECS AND

ACHIEVE SOIL STABILITY.

DURING EXCAVATION, BACKFILLING AND CONSTRUCTION. CONTRACTOR SHALL SLOPE EXCAVATIONS TO

6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SHORING AND BRACING OF EXISTING STRUCTURES

SHALL REPLACE OR REPAIR DAMAGED UTILITIES AT NO ADDITIONAL COST TO THE AUTHORITY.

IF EXISTING UTILITIES ARE DAMAGED DURING EXCAVATION OR SLAB CONSTRUCTION, THE CONTRACTOR

5. CARE SHALL BE TAKEN DURING EXCAVATION NOT TO DISRUPT EXISTING UTILITIES AND DRAINAGE.

CONSTRUCT SLAB-ON-GRADE.

SHALL PROVIDE TEMPORARY SHORING/BRACING AS NECESSARY TO PLACE STRUCTURAL FILL AND

4. SLABS-ON-GRADE SHALL REACH THEIR FULL DESIGN STRENGTH PRIOR TO LOADING. THE CONTRACTOR

EXCAVATED AND REPLACED.

PRIOR TO PLACING FOUNDATIONS. 2 FT OF UNSUITABLE SOIL ASSUMED AT GRAY WILL NEED TO BE

THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT IF ANY UNSUITABLE SOILS ARE ENCOUNTERED

3. PRESUMED ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN = 2,000 PSF.

SOIL MEETING THE REQUIREMENTS IN THE CONTRACT SPECIFICATIONS.

2. STRUCTURAL SLABS SHALL BE CONSTRUCTED ON A MINIMUM 12" THICK LAYER OF STRUCTURAL FILL

1. ALL FILL USED TO SUPPORT SLABS-ON-GRADE SHALL BE WELL-GRADED 1" CRUSHED GRAVEL.



ERB

MEMORIAL HIGHWAY

THE GOLD STAR

BRUCE MUNGER, PE

BRG 11\17

11\17

RBM

RAL

11\17

11\17

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


(KENNEBUNK #1)

TEMPORARY SUPPORT DETAILS



Westbrook, ME 04092

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CONTRACT:

SHEET NUMBER: S2

3 OF27

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed

EXISTING FRAMING PLAN AND TEMPORARY SUPPORT PLAN VIEW

SECTION A-A SECTION B-B

EXISITNG CHIMNEY NOT SHOWN FOR CLARITY

ST

OR

AG

E

RE

ST

RO

OM

ROOM

STORAGE

BRINE

MAIN

TE

NA

NC

E

GA

RA

GE #2

B

B

A A

49'-6"±

SCALE: „" = 1-'0"

SCALE: „" = 1-'0" SCALE: „" = 1-'0"

GENERAL PROCEDURE

NOTES:

1. SEE SHEET S8 FOR TEMPORARY COLUMN AND HEADER DETAILS.

PLANS AND INSTALL DIRECT VENT OUT THE PROPOSED BACKWALL.

13. INSTALL NEW FURNACE UNITS AND DUCT WORK AS SHOWN ON THE MECHANICAL

ELECTRICAL PLANS.

12. INSTALL ELECTRICAL CONDUITS AND LED LIGHTS AT LOCATIONS SHOWN IN THE

WALLS.

BUILDING PAY ITEM. INSTALL NEW PREFORMED METAL SIDING ON EXISTING AND NEW

SHEATHING. REPLACEMENT OF ROTTED SHEATHING SHALL BE INCIDENTAL TO

11. REMOVE ALL EXISTING SIDING, INSPECT WALL SHEATHING, REPLACE ANY ROTTED

ALL LOCATIONS IN ACCORDANCE WITH THE SPECIFICATIONS.

ROOFING ON EXISTING AND NEW ROOF. NEW UNDERLAYMENT SHALL BE INSTALLED AT

ROTTED SHEATHING OR DAMAGED WATERPROOFING. INSTALL NEW PREFORMED METAL

10. REMOVE ALL EXISTING SHINGLES, INSPECT ROOF SHEATHING, REPLACE ANY

9. REMOVE TEMPORARY SUPPORT.

CONSTRUCTION AND ROOF PITCH.

8. CONSTRUCT NEW BACKWALL AND ROOF. TIE INTO AND MATCH EXISTING WALL

ENHANCE VISIBILITY.

STRUCTURAL PLANS. PAINT NEW COLUMNS SAFETY ORANGE TO A HEIGHT OF 8' TO

7. INSTALL NEW COLUMNS AND HEADER BEAMS ACCORDING TO THE DETAILS IN THE

EXISTING FLOOR. SLOPE NEW FLOOR TO MATCH EXISTING DRAINAGE.

6. LAYOUT AND PLACE NEW CONCRETE SLAB-ON-GRADE AND CURB TO MATCH

WITH THE SPECIFICATIONS.

WALL, CURB, AND ROOF THAT ARE REMOVED SHALL BE DISPOSED OF IN ACCORDANCE

THE STRUCTURAL PLANS TO CONSTRUCT GARAGE EXPANSION. PORTIONS OF THE BACK

5. REMOVE EXISTING BACKWALL, CURB AND PORTION OF THE ROOF AS SHOWN IN

ROOF IS SUBJECT TO SNOW OR LIVE LOAD CONDITIONS.

STRUCTURAL DEAD LOAD ON THE ROOF. DO NOT PERFORM THIS WORK WHEN THE

WHILE THE TEMPORARY SUPPORT IS IN PLACE SHALL BE COMPLETED WITH ONLY

TRUSS AS SHOWN ON THE STRUCTURAL PLANS. ALL MODIFICATION WORK COMPLETED

INSTALL TEMPORARY STRUTS BETWEEN BOTTOM AND TOP CHORDS OF THE EXISTING

4. INSTALL TEMPORARY HEADER BEAM TIGHTLY BENEATH EXISTING TRUSSES.

BRACE LOCATIONS.

THE STRUCTURAL PLANS. CEILING SHEATHING SHALL BE PATCHED AT REMOVED KNEE

EXISTING KNEE BRACE TO THE BOTTOM OF THE TRUSS AT LOCATIONS SHOWN ON

OFFSET TO STUDS ACCORDING TO THE DETAILS ON THE STRUCTURAL PLANS. REMOVE

3. LOCATE EXISTING STUDS IN BACK WALL AND INSTALL TEMPORARY COLUMNS

2. REMOVE EXISTING CHIMNEY, CONCRETE FURNACE BASE, FURNACE, AND DUCT WORK.

WITH NEW MATERIAL AT NO ADDITIONAL COST TO THE AUTHORITY.

OR DAMAGED DURING STORAGE TO BE REINSTALLED SHALL BE REPLACED IN KIND

SUITABLE LOCATION AND REINSTALLED USING WOOD SCREWS. ANY SHEATHING LOST

SHEATHING ON THE EXISTING WALLS TO REMAIN SHALL THEN BE STORED IN A

SHALL BE REMOVED CAREFULLY AS TO PREVENT DAMAGE TO THE SHEATHING.

STRUCTURAL COMPONENTS. ALL SHEATHING TO BE REMOVED TO ACCESS THE WORK

1. REMOVE SHEATHING ON WALLS AND BELOW TRUSS TO ALLOW ACCESS TO

16'-3"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-3"

10'-1‚

"

20'-3" 4'-11"

4'-0"

TOP OF EXISTING SLAB

(3) 2X8 (TYP.)

TEMPORARY HEADER BEAM

(TO REMAIN IN PLACE)

EXISTING INTERIOR WALLS

(TO BE REMOVED)

EXISTING CONCRETE FURNACE BASE

(ABOVE)

TEMPORARY HEADER BEAM TEMPORARY COLUMN (TYP.)

REMOVE EXISTING CHIMNEY

SPACED @ 2'-0" O.C.

EXISTING TRUSS (TYP.)

BOTTOM CHORD OF

40'-0"±

128'-6"±

COLUMN

TEMPORARY

BACKWALL

EXISTING

HEADER BEAM

TEMPORARY

BOTTOM CHORD OF TRUSS

2X6 STRUT BETWEEN TOP AND

EXISTING COLUMN (TYP.)

(TYP.)

8'-0"

(TYP.)

CROSS BRACING

2X6 TEMPORARY

6X6 (TYP.)

TEMPORARY COLUMN

WALL)

(SPACED @ 8'-0" O.C. ON REAR

OF TRUSS THIS SIDE ONLY

BRACE BELOW BOTTOM CHORD

REMOVE ALL EXISTING KNEE

REMAIN.

GARAGE FRAMING TO

WAY TO NOT DAMAGE

DEMOLISHED IN SUCH A

ROOM SHALL BE

FRAMING OF STORAGE

ROOM. ROOF AND WALL

DEMO BRINE STORAGE

REMOVE EXISTING FURNACE BASE REMOVE EXISTING FURNACE BASE



ERB

MEMORIAL HIGHWAY

THE GOLD STAR

BRUCE MUNGER, PE

BRG 11\17

11\17

RBM

RAL

11\17

11\17

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


(KENNEBUNK #1)

PROPOSED MODIFICATION DETAILS



Westbrook, ME 04092

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Date:3/27/2018

CONTRACT:

SHEET NUMBER: S3

4 OF27

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed

SECTION C-C

ST

OR

AG

E

RE

ST

RO

OM

PROPOSED FRAMING PLAN VIEW

TOP CHORD OF TRUSS NOT SHOWN FOR CLARITY

SECTION D-D

C C

SCALE: „" = 1-'0"

SCALE: „" = 1-'0"

SCALE: „" = 1-'0"

SHEATHING NOT SHOWN FOR CLARITY

E

E SECTION E-E

SCALE: „" = 1-'0"


D

D

NOTES:

2. SEE SHEET S10 FOR PROPOSED COLUMN AND HEADER DETAILS.

1. SEE SHEET S9 FOR PROPOSED SLAB-ON-GRADE DETAILS.

LVL HEADER BEAM SPLICE

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

LVL HEADER BEAM END CONNECTION

16'-3"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-3"

(TYP.)

15'-4ƒ"

32'-2ƒ"± LVL LENGTH 32'-0"± LVL LENGTH 32'-0"± LVL LENGTH 16'-3"± LVL LENGTH 2'-0"

EXISTING CURB

BACKWALL

EXISTING

6x6 COLUMN

(IN EXTERIOR WALL)

6x6 COLUMN

SEE DETAIL THIS SHEET

LVL SPLICE TYP. (3) LOCATIONSSLAB

EXISTING

TOP OF

NEW LVL HEADER (ABOVE)

PROPOSED HEADER BEAM

PROPOSED COLUMN

ENHANCE VISIBILITY

TO A HEIGHT OF 8'-0" TO

PAINT COLUMNS SAFETY ORANGE @ 1'-0"

RAFTER

2x10

8X8 (TYP.)

PROPOSED COLUMN

(TYP.)

@ 1'-0" O.C.

2X10 RAFTER

16'-3"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-3"

40'-0"±

128'-6"±

15'-0"

128'-6"± OVERALL (MATCH EXISTING)

15'-0"20'-0"±

THIS SHEET

SEE DETAIL

LOCATIONS

CONNECTION

LVL END

2'-0"

@ 1'-0"

RAFTER

2x10

7'-9"±

GRADE DETAILS

PROPOSED SLAB ON

MATCH EXISTING. SEE

EXTEND FOUNDATION TO

EXISITING WALL TO REMAIN

EXISTING CURB TO REMAIN

15'-0"20'-0"±

HEADER

5‚"x16" LVL

8' TO ENHANCE VISIBILITY

ORANGE TO A HEIGHT OF

PAINT COLUMNS SAFETY


EXISTING WALL TO REMAIN

V.I.F.

7'-9"±

EXISTING SLOPE.

GRADE DETAILS. MATCH

PROPOSED SLAB ON

MATCH EXISTING. SEE


CEILING INSULATION

ADD BLOWN IN CELLULOSE

CEILING INSULATION


NEW BACKWALL - 2x6 STUDS @ 16" O.C.

MATCH EXISTING REVEAL

CONCRETE CURB TO


CONCRETE CURB TO

(MIN.)

2"

16d NAILSCOLUMN

PROPOSED LVL HEADER BEAM

(TYP.)

STRONG-TIE

A44 SIMPSON

STRONG-TIE (TYP.)

A44 SIMPSON

16d NAILS

(TYP. EACH SIDE)

OSB GUSSET

•" PLYWOOD OR

PROPOSED COLUMN

(TYP.)

LVL HEADER BEAM

6"6"



ERB

MEMORIAL HIGHWAY

THE GOLD STAR

BRUCE MUNGER, PE

BRG 11\17

11\17

RBM

RAL

11\17

11\17

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


(KENNEBUNK #2)




Westbrook, ME 04092

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CONTRACT:

SHEET NUMBER: S4

5 OF27

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed




MAIN

TE

NA

NC

E

GA

RA

GE #1

B

B

AA

49'-6"±

SCALE: „" = 1-'0"

SCALE: „" = 1-'0" SCALE: „" = 1-'0"

GENERAL PROCEDURE


NOTES:



ELECTRICAL PLANS.


WALLS.











ENHANCE VISIBILITY.















BRACE LOCATIONS.













16'-3"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-3"

4'-0"


(3) 2X8 (TYP.)


(TO BE REMOVED)




BACKWALL

EXISTING

HEADER BEAM

TEMPORARY

COLUMN

TEMPORARY

TEMPORARY COLUMN (TYP.)

(ABOVE)


SPACED @ 2'-0' O.C.


BOTTOM CHORD OF REMOVE EXISTING CHIMNEY

128'-6"±

40'-0"±


(TYP.)

8'-0"

(TYP.)

CROSS BRACING

2X6 TEMPORARY

6X6 (TYP.)

TEMPORARY COLUMN

WALL)








ERB

MEMORIAL HIGHWAY

THE GOLD STAR

BRUCE MUNGER, PE

BRG 11\17

11\17

RBM

RAL

11\17

11\17

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


(KENNEBUNK #2)




Westbrook, ME 04092

Filena

me:

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Propposed

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Kenn_

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Date:3/27/2018

CONTRACT:

SHEET NUMBER: S5

6OF27

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed

SECTION C-C



SECTION D-D

CC

SCALE: „" = 1-'0"

SCALE: „" = 1-'0"

SCALE: „" = 1-'0"


D

D

NOTES:




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


16'-3"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-3"

(TYP.)

15'-4ƒ"

32'-3"± LVL LENGTH 32'-0"± LVL LENGTH 32'-0"± LVL LENGTH 32'-3"± LVL LENGTH

16'-3"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-3"

2'-0"



PROPOSED COLUMN

ENHANCE VISIBILITY



RAFTER

2x10

(TYP.)

@ 1'-0" O.C.

2X10 RAFTER

7'-9"±


(TYP.)

(IN EXTERIOR WALL)

6x6 COLUMN


LVL SPLICE TYP. (3) LOCATIONS

8X8 (TYP.)

PROPOSED COLUMN

15'-0"

40'-0"±

128'-6"±


15'-0"20'-0"±

THIS SHEET

SEE DETAIL

LOCATIONS

CONNECTION

LVL END

HEADER

5‚"x16" LVL





EXISTING SLOPE.


PROPOSED SLAB ON

MATCH EXISTING. SEE


CEILING INSULATION




CONCRETE CURB TO

(MIN.)

2"

16d NAILSCOLUMN


(TYP.)

STRONG-TIE

A44 SIMPSON

STRONG-TIE (TYP.)

A44 SIMPSON

16d NAILS

(TYP. EACH SIDE)

OSB GUSSET

•" PLYWOOD OR

PROPOSED COLUMN

(TYP.)

LVL HEADER BEAM

6"6"



ERB

MEMORIAL HIGHWAY

THE GOLD STAR

BRUCE MUNGER, PE

BRG 11\17

11\17

RBM

RAL

11\17

11\17

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


(GRAY)




Westbrook, ME 04092

Filena

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_Te

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Details_

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Date:3/27/2018

CONTRACT:

SHEET NUMBER: S6

7 OF27

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed




33'-6"

ED

GE

OF P

AVE

ME

NT

B

B

AA

4-B

AY

MAIN

TE

NA

NC

E

GA

RA

GE

30'-0"±

PAD

EQUIPMENT

CONCRETE

SCALE: „" = 1-'0"

SCALE: „" = 1-'0" SCALE: „" = 1-'0"

GENERAL PROCEDURE

NOTES:


SHEET S14.

REPLACEMENT DETAILS SEE

FOR TANK REMOVAL AND

AND OIL SEPARATION TANKS.

AREA WITH CATCH BASINS



ELECTRICAL PLANS.


WALLS.











ENHANCE VISIBILITY.















BRACE LOCATIONS.













16'-3"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-3"

4'-0"


(3) 2X8 (TYP.)




BACKWALL

EXISTING

HEADER BEAM

TEMPORARY

COLUMN

TEMPORARY

(ABOVE)

TEMPORARY HEADER BEAM TEMPORARY COLUMN (TYP.)

REMOVE EXISTING CHIMNEY

SPACED @ 2'-0" O.C.


BOTTOM CHORD OF

PAD

CONCRETE

REMOVE

(TO BE REMOVED)


40'-0"±

128'-6"±

12'-0"±

10'-0"±

1'-6"


(TYP.)

8'-0"

(TYP.)

CROSS BRACING

2X6 TEMPORARY

6X6 (TYP.)

TEMPORARY COLUMN

WALL)








ERB

MEMORIAL HIGHWAY

THE GOLD STAR

BRUCE MUNGER, PE

BRG 11\17

11\17

RBM

RAL

11\17

11\17

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


(GRAY)




Westbrook, ME 04092

Filena

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Propposed

Modific

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n

Details_

Gray.d

gn

Date:3/27/2018

CONTRACT:

SHEET NUMBER: S7

8 OF27

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed

SECTION C-C



SECTION D-D

D

D

CC

SCALE: „" = 1-'0"

SCALE: „" = 1-'0"

SCALE: „" = 1-'0"


NOTES:




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


16'-3"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-3"

16'-3"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-3"

2'-0"



PROPOSED COLUMN

ENHANCE VISIBILITY



RAFTER

2x10

7'-9"±

(TYP.)

15'-4ƒ"

32'-3"± LVL LENGTH 32'-0"± LVL LENGTH 32'-0"± LVL LENGTH 32'-3"± LVL LENGTH


LVL SPLICE TYP. (3) LOCATIONS

(TYP.)

@ 1'-0" O.C.

2X10 RAFTER


(TYP.)

(IN EXTERIOR WALL)

6x6 COLUMN

8X8 (TYP.)

PROPOSED COLUMN

128'-6"±

40'-0"±

15'-0"


15'-0"20'-0"±

THIS SHEET

SEE DETAIL

LOCATIONS

CONNECTION

LVL END

HEADER

5‚"x16" LVL





EXISTING SLOPE.


PROPOSED SLAB ON

MATCH EXISTING. SEE


CEILING INSULATION




CONCRETE CURB TO

(MIN.)

2"

16d NAILSCOLUMN


(TYP.)

STRONG-TIE

A44 SIMPSON

STRONG-TIE (TYP.)

A44 SIMPSON

16d NAILS

(TYP. EACH SIDE)

OSB GUSSET

•" PLYWOOD OR

PROPOSED COLUMN

(TYP.)

LVL HEADER BEAM

6"6"



ERB

MEMORIAL HIGHWAY

THE GOLD STAR

BRUCE MUNGER, PE

BRG 11\17

11\17

RBM

RAL

11\17

11\17

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


TEMPORARY COLUMN AND HEADER DETAILS



Westbrook, ME 04092

Filena

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Header

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Date:3/27/2018

CONTRACT:

SHEET NUMBER: S8

9OF27

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed

INTERIOR 2x8's

INTERIOR 2x8's

TEMPORARY HEADER NAILING SCHEDULE

GRAY MAINTENANCE GARAGE

KENNEBUNK MAINTENANCE GARAGE #2

KENNEBUNK MAINTENANCE GARAGE #1

SCALE: ‰" = 1'-0"

EXTERIOR 2x8's

EXTERIOR 2x8's

(BRIGHT OR GALV.)

3. ALL NAILS SHOWN ARE 16d COMMON

BOTTOM & NEAR SIDE TO FAR SIDE

2. STAGGER SPACING AS SHOWN TOP TO

1. COLUMNS NOT SHOWN FOR CLARITY

GENERAL NOTES:

NOMINAL UNLESS OTHERWISE NOTED.

1. ALL LUMBER SIZE CALL OUTS ARE

TEMPORARY HEADER NOTES:

TEMPORARY STRUT DETAIL

SCALE: 1" = 1'-0"

TEMPORARY COLUMN DETAILS

SCALE: = •" = 1'-0" SCALE: 2" = 1'-0"

TEMPORARY COLUMN BASE CONNECTION DETAIL

SCALE: 2" = 1'-0"

HEADER BEAM CONNECTION DETAIL

SCALE: 2" = 1'-0"

TRUSS CONNECTION DETAIL

SCALE: 2" = 1'-0"

TEMPORARY CROSS BRACING CONNECTION DETAIL

111'-7ƒ"±

127'-7"±

4" (TYP.)

3" (TYP.)

6"

(MAX.)

1'-0"

8'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"

(CUT AS REQ'D)

7'-7Ž"±

16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"15'-7Ž"± (CUT AS REQ'D)

4" (TYP.)6"

(MAX.)

1'-0"3" (TYP.)

8'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"

(CUT AS REQ'D)

7'-7"±

16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"15'-7"± (CUT AS REQ'D)

1"1"

BEAM

TEMP. HEADER

CHORD

EXISTING TRUSS TOP

CHORD

EXISTING TRUSS BOT.

TEMP. COLUMN

FIT TIGHT

2x6 STRUT

TYP. EA. SIDE

10d NAILS

TYP. EA. SIDE

•" PLYWOOD OR OSB GUSSET 10"

10"

10"

FIT TIGHT

FIT TIGHT(3) 2x8

TEMP. HEADER BOT. CHORD

EXISTING TRUSS BOT. CHORD

EXISTING TRUSS

BASE CONN. DETAIL

SEE TEMP. COLUMN

THIS SHEET

CONNECTION DETAIL

SEE HEADER BEAM

(3) 2x8

TEMP. HEADER

2X4 SPF #2

V.I.F.

13'-9‚

"±

COLUMN 6x6

TEMPORARY

TEMP. COLUMN

TEMP. COLUMN

BOT. CHORD OF TRUSS

BEAM (3) 2x8

TEMP. HEADER

TRUSS.

BOT CHORD OF

TEMP. COLUMN

(3) 2x8

TEMP. HEADER BEAM

(TYP.)

TOE NAIL W/ 16d NAIL

NAILS OR EQUIVALENT

16d POWDER ACTUATED

TYP. EACH TRUSS

TOE NAIL (2) 16d NAIL

EA. SIDE

OSB GUSSET TYP.

•" PLYWOOD OR

TYP. EA. SIDE

16d NAILS

2x4 SPF #2

SHIM HEADER AS REQ'D

GUSSET TYP. EA. SIDE

•" PLYWOOD OR OSB

TYP. EA. SIDE

16d NAILS

16d NAIL (TYP.)

TOE NAIL W/

BRACE

2x6 TEMPORARY

6X6 TEMP. COLUMN

4"

9•

"

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

BACKWALL INSULATION DETAIL

EXISTING AND NEW FOUNDATION INTERFACE DETAILS

SECTION A-A

INSULATION PANEL TO SECURE FOR TIGHT JOINTS DURING BACKFILLING

NOTE: DRIVE THREE OR FOUR …x6" POINTED HARDWOOD DOWEL PEGS THROUGH EACH

REINFORCING SCHEDULE

SLOPE

S550

S502

S501

S500

S401

S400

MARK

5

5

5

5

4

4

SIZE

288

129

6

27

4

6

No.

4'-2"

2'-9"

14'-6"

44'-0'

14'-6"

43'-9"

LENGTH

U-BAR

STR

STR

STR

STR

STR

TYPE

FOOTING STIRRUP

FOOTING DOWEL

FOOTING SHORT

FOOTING LONG

CURB SHORT

CURB LONG

LOCATION

2% SLOPE

HAVE A MINIMUM DESIGN STRENGTH OF 4,000PSI

NOTE: 12" GRAVEL BASE REQUIRED UNDER CONCRETE SLAB. CONCRETE SHALL

6"

6"

2"

1'-9"1'-0" 3"

CLR.

3"

6x6 D6 WWF

NEW SLAB-ON-GRADE

2"

SLAB-ON-GRADE

EXISTING

(S502)

EXISTING FOUNDATION

DOWEL #5 BAR @ 1'-0" INTO

JOINT W/ …" SIKA 1A

SEAL CONSTRUCTION

GROUND

EXISTING

NEW CURB

SPACED (S500)

(3) #5 BARS EVENLY

BOLT, AND REINFORCEMENT

REMOVE EXISTING CURB, ANCHOR

4"

MIN.

2'-0'

GR

AY

1'-0

" K

EN

NE

BU

NK

SLAB-ON-GRADE

NEW

GRAVEL BASE

BORROW

9"± GRANULAR

3" CRUSED STONE

BOARDS

BETWEEN INSULATION

STAGGER JOINTS

1'-0"4'-0"

POLYSTYRENE INSULATION

2" THICK EXTRUDED

ADHESIVE APPROVED BY THE RESIDENT.

TO CURB WITH A CONSTRUCTION GRADE

EXTEND TO BOTTOM OF METAL SIDING. ATTACH

1" THICK EXTRUDED POLYSTYRENE INSULATION.

A

B

B

SCALE: „" = 1-'0"

SLAB ON GRADE PLAN VIEW

129 ~ S502 @ 12" O.C.

(3 ROWS OF 3 BARS)

9 ~ S500

(3 ROWS OF 3 BARS)

9 ~ S500

258 ~ S550 @ 12" O.C.

A

B B

SLAB-ON-GRADE NOTES:

EXISTING DRAINS TO BE USED TO DRAIN SLAB EXTENSION.

NOTE: SLOPE PROPOSED SLAB TO MATCH EXISTING SLAB SLOPE.

(BO

TH

EN

DS)

15 ~ S550

@ 12

" O.C.

(BOTH ENDS)

3 ~ S501

RATE OF 3LB/CY.

5. SYNTHETIC FIBER REINFORCEMENT SHALL BE USED AT A DOSAGE

SHALL BE INCIDENTAL TO THE LUMP SUM BUILDING ITEMS.

EXTENDED AROUND THE PROPOSED SLAB EXTENSION. THIS WORK

4. IF EXISTING FOUNDATION DRAINS ARE PRESENT THEY SHALL BE

SPECIFICATIONS.

THAT MEETS THE REQUIREMENTS OF THE REINFORCEMENT

3. CONTRACTOR TO SUBMIT DOCUMENTATION OF WWF SUPPORT METHOD

CONTROL JOINTS WITH …" DEEP SIKA 1A.

LINES AND RUN PARALLEL TO THE SHORT (15') DIRECTION. SEAL

CONTROL JOINTS SHALL ALIGN WITH THE PROPOSED COLUMN CENTER

2. SAW CUT 1•" DEEP CONTROL JOINTS IN PROPOSED SLAB-ON-GRADE.

DRAINS TO BE USED TO DRAIN SLAB EXTENSION.

1. SLOPE PROPOSED SLAB TO MATCH EXISTING SLAB SLOPE. EXISTING

15'-0"

128'-9•"±

SLAB

CONCRETE

PROPOSED

SLAB

CONCRETE

EXISTING

CONCRETE CURB

REMOVE EXISITNG

CONCRETE CURB

PROPOSED

CONCRETE CURB

EXISITNG

6x6 D6 WWF

(TYP.)

2'-0" SPLICE

CENTER LINE

AT EACH COLUMN

CONTROL JOINT, TYP.



ERB

MEMORIAL HIGHWAY

THE GOLD STAR

BRUCE MUNGER, PE

BRG 11\17

11\17

RBM

RAL

11\17

11\17

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


PROPOSED SLAB-ON-GRADE DETAILS



Westbrook, ME 04092

Filena

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b on

Grade

Details.d

gn

Date:3/27/2018

CONTRACT:

SHEET NUMBER: S9

10 OF27

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed

SCALE: 2" = 1'-0"

CURB AND ANCHOR BOLT DETAIL

SECTION B-B

NOTE: 12" GRAVEL BASE REQUIRED UNDER CONCRETE SLAB

SLOPE

SCALE: 2" = 1'-0"

S550 DETAIL 7" 1"

ƒ"

6"

6" 2"

CLR.

3"

6x6 D6 WWF

CLR.

3"

2'-0"

ƒ"

2"

2•" SPACED AT 4'-0"

•Ì x 18" STEEL ROD THREAD

(2) 2x6 PT SILL PLATE

FOAM SEAL SILL PLATE GASKET

(2) #4 @ 3" SP. (S400) 1'-7" SPLICE

3"2" 3"

1'-0

"

TOP & BOTTOM (S500)

(3) #5 BARS EVENLY SPACED

CLR

3"

1'-6

"

1'-1"

S550 @ 12" O.C.

1'-2

"

1'-6"



ERB

MEMORIAL HIGHWAY

THE GOLD STAR

BRUCE MUNGER, PE

BRG 11\17

11\17

RBM

RAL

11\17

11\17

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


PROPOSED COLUMN AND HEADER DETAILS



Westbrook, ME 04092

Filena

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Proposed

Colu

mn

&

Header

Details.d

gn

Date:3/27/2018

CONTRACT:

SHEET NUMBER: S10

11OF27

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

A

A

PROPOSED RAFTER CONNECTION DETAIL AT TRUSS

PROPOSED RAFTER CONNECTION DETAIL BETWEEN TRUSSES

SCALE: 1" = 1'-0"

PROPOSED RAFTER CONNECTION AT EXISTING WALL

SCALE: 2" = 1'-0"

SECTION A-A

PROPOSED COLUMN DETAILS

SCALE: •" = 1'-0"

DETAIL THIS SHEET

1'-0"± SPACING. SEE NOTCH

PROPOSED 2x10 RAFTER @

5‚x16" LVL


DETAIL THIS SHEET



EXISTING TRUSS

BOT. CORD OF

TRUSS

TOP OF EXISTING

BEAM 5‚x16" LVL

PROPOSED HEADER

2'-8"±

DETAIL THIS SHEET



WALL TO REMAIN

EXISTING STUD

(3 LOCATIONS EQUALLY SPACED)

FACE & (1) FAR FACE

10d NAIL STAGGER (1) NEAR

TYP. EVERY RAFTER

TOE NAIL W/ 16d NAILS

PROPOSED COLUMN

PROPOSED COLUMN

FOR H3 CONNECTION

STUDS AS NECESSARY

ADD BLOCKING BETWEEN

EXISITNG ROOF SLOPE

REQUIRED TO MATCH

NOTCH RAFTER AS

H3 CONNECTION

SIMPSON STRONG-TIE

EXISITNG ROOF SLOPE

REQUIRED TO MATCH

NOTCH RAFTER AS

H1 CONNECTION

SIMPSON STRONG-TIE

CONNECTION

H10A-2

STRONG-TIE

SIMPSON

EXISTING TRUSS

TOP CHORD OF

FACE

NEAR FACE & (1) FAR

10d NAIL STAGGER (1)

1'-0" SPACING


5‚"x16" LVL


1'-0" (MAX.)

PROPOSED 2x10 RAFTER

EXISTING TRUSS

BOTH SIDES)

ANGLE W/ (8) 10d NAILS (TYP.

SIMPSON STRONT-TIE A44 (TYP. BOTH SIDES)

ANGLE W/ (8) 10d NAILS

SIMPSON STRONT-TIE A44

TOP CHORD

EXISTING TRUSS

BOLT 4" MIN EMBED.

DRILL AND GROUT ƒ"Ì

2x10 RAFTER

PROPOSED

5‚x16" LVL HEADER

BOLT 4" MIN EMBED.

DRILL AND GROUT ƒ"Ì

L3x3x3/8"

(2) •"Ì BOLT

L3x3x3/8"(2) •"Ì BOLT

5‚x16" LVL HEADER

13'-0"±

EXTERIOR COLUMN

6X6 (NOM.) SPF #2

INTERIOR COLUMN

8X8 (NOM.) SPF #2

EXTERIOR COLUMN

6X6 (NOM.) SPF #2

INTERIOR COLUMN

8X8 (NOM.) SPF #2

RAFTER (BOTH SIDES)

TYP EVERY TRUSS AND

TOE NAIL W/ 10d NAILS



ERB

MEMORIAL HIGHWAY

THE GOLD STAR

BRUCE MUNGER, PE

BRG 11\17

11\17

RBM

RAL

11\17

11\17

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


BUILDING PLAN AND SECTION



Westbrook, ME 04092

Filena

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ns and

Details.d

gn

Date:3/27/2018

CONTRACT:

SHEET NUMBER: S11

12 OF27

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed

SCALE: „" = 1-'0"

A

A

EXIS

TIN

G

BUIL

DIN

G

ARCHITECTURAL PLAN

128'-6"± MATCH EXISTING

15'-0" E

XTE

NSIO

N

15'-9•"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"15'-9•"

CENTERED IN EACH BAY

2'X3' WINDOWS

EXISTING BACKWALL

(SEE STRUCTURAL PLANS) REMOVE

INSALL NEW COLUMNS AND HEADERS

2x6 STUD WALL

SECTION A-A BUILDING EXTENSION

SCALE: ƒ" = 1'-0"

PROPOSED GROUND

PITCH, CONTRACTOR V.I.F.

MATCH EXISTING ROOF

NEW FASCIA TRIM BOARD

†" ROOF ZIP SHEATHING

SHIELD UNDERLAYMENT

AND ICE AND WATER

PREFORMED METAL ROOFING

2x10 SUB-FASCIA BOARD

INSULATION

SPRAY FOAM CEILING

RAFTER VENT TO EXISTING ATTIC

2X BLOCKING BETWEEN RAFTERS

MA

TC

H

EXIS

T

8"

CU

RB

SLAB-ON-GRADE

SILL PLATE

(2) 2x6 PT

ZIP SHEATHING

SIDING AND •" WALL

PREFORMED METAL

2'-0"

(2) 2x6 TOP PLATE

INSULATION

SPRAY FOAM WALL

SHEATHING INSTALLATION

BLOCK AS REQ'D FOR

WITH INSECT SCREEN

FULL VENT VINYL SOFFIT

SHEATHING (PAINTED)

NEW •" PLYWOOD

SHEATHING (PAINTED)

NEW •" PLYWOOD

2x6 STUD WALL @ 16" O.C.

6" S

LA

B1'-6

"

V.I.F.

8'-8"±



ERB

MEMORIAL HIGHWAY

THE GOLD STAR

BRUCE MUNGER, PE

BRG 11\17

11\17

RBM

RAL

11\17

11\17

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


BUILDING ELEVATIONS



Westbrook, ME 04092

Filena

me:

013_

Buildin

g

Ele

vatio

ns.d

gn

Date:3/27/2018

CONTRACT:

SHEET NUMBER: S12

13 OF27

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed

SCALE: ‰" = 1-'0"

12

5*

SIDE ELEVATION

ROOF SLOPE

MATCH EXISTING

* FIELD VERIFY /

REAR ELEVATION

SCALE: ‰" = 1-'0"

EXIS

TIN

G

RO

OF

RO

OF

EX

TE

NSIO

N

T/WALL

T/SLAB

T/WALL

T/SLAB

EXTENSION

15'-0"40'-0"± EXISTING BUILDING

(REMOVE EXISITNG SHINGLES)

ROOFING ON ENTIRE ROOF

NEW PREFORMED METAL

(REMOVE EXISTING SIDING)

SIDING ON ENTIRE BUILDING

NEW PREFORMED METAL

REQUIREMENTS.

PER MANUFACTURER

OF BUILDING (TYP.). INSTALL

SNOW GUARD. FULL LENGTH

FASCIA, AND SOFFIT

REPLACE ALL ROOF TRIM,

128'-6"± MATCH EXISTING

SHINGLES AND UNDERLAYMENT)

ROOF (REMOVE EXISITNG

AND UNDERLAYMENT ON ENTIRE

NEW PREFORMED METAL ROOFING

CENTERED IN BAY AS SHOWN

2'x3' WINDOW (TYP.)

DETERMINED BY MTA.

ANCHOR. LOCATIONS AS

ROOF TIE OFF

CONTRACTOR TO VERIFY ALL LOCATIONS.

LOCATIONS VARY PER BUILDING,

SPECIFICATIONS. DOOR AND WINDOW

WINDOWS, AND VENTS PER

REPLACE EXISTING TRIM ON ALL DOORS,

REQUIRED TO ACCEPT NEW WINDOW.

2'x3' WINDOWS. FRAME OPENING AS

REPLACE EXISTING WINDOWS WITH

DETERMINED BY MTA.

ANCHOR. LOCATIONS AS

ROOF TIE OFF

V.I.F.

8'-8"±

SCALE: •" = 1'-0"

WINDOW FRAMING DETAIL

DOUBLE SILL PLATE

WINDOW SILL PLATE

(3) 2x8 HEADER

DOUBLE SILL PLATE

TOP OF CONCRETE CURB

1'-11ƒ" R.O.

V.I.F.

EXISTING, CONTRACTOR

FRAMING TO MATCH

V.I.F.

2'-11ƒ

" R.O.



ERB

MEMORIAL HIGHWAY

THE GOLD STAR

BRUCE MUNGER, PE

BRG 11\17

11\17

RBM

RAL

11\17

11\17

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


(GRAY)

OIL/WATER SEPARATOR TANK DETAILS



Westbrook, ME 04092

Filena

me:

014

_Oil

&W

ater_

Separator_

Tank_

Details_

Gray.d

gn

Date:3/20/2018

CONTRACT:

SHEET NUMBER: S13

14 OF27

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed

SCALE: „" = 1-'0"

OIL SEPARATOR TANK REPLACEMENT PLAN

NOTES:

SLAB-ON-GRADE OF THE BUILDING EXTENSION.

7. THIS WORK SHALL BE COMPLETED BEFORE FORMING THE PROPOSED

TANKS.

BE MAINTAINED TO ALLOW WATER TO FLOW THROUGH THE SYSTEM TO THE HOLDING

6. PIPE INVERT ELEVATIONS SHALL BE INSTALLED SUCH THAT A CONSTANT SLOPE

OIL/WATER SEPARATOR TANK.

5. CONTRACTOR SHALL TIE INTO EXISTING BUILDING DRAINAGE WITH NEW

REPLACEMENT.

4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO TANK REMOVAL AND

REPLACE WITH A 125 GALLON OIL/WATER SEPARATOR TANK.

3. REMOVE EXISTING OIL SEPARATOR TANKS AS SHOWN IN THE PLANS AND

2. FOR MORE INFORMATION SEE CONTRACT SPECIFICATIONS.

IN GRAY.

1. THE WORK SHOWN ON THIS SHEET APPLIES TO THE 8-BAY MAINTENANCE GARAGE

EXISITNG MAINTENANCE FACILITY

40'-0"±

128'-6"±

29'-0"±13'-0"±24'-6"±

9'-6"±

6'-6"±

5'-0"±

OIL/WATER SEPARATOR TANK

PROPOSED 125 GALLON

REMOVE EXISTING OIL SEPARATOR MANHOLES

HOLDING MANHOLES TO REMAIN

REMOVE EXISTING OIL SEPARATOR MANHOLES



ERB

MEMORIAL HIGHWAY

THE GOLD STAR

BRUCE MUNGER, PE

BRG 11\17

11\17

RBM

RAL

11\17

11\17

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


ELECTRICAL PLANS



Westbrook, ME 04092

Filena

me:

027

_Ele

ctric

al Pla

ns.d

gn

Date:3/27/2018

CONTRACT:

SHEET NUMBER: E1

27 OF27

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed

PROPOSED ELECTRICAL PLAN VIEW

SCALE: N.T.S.

GFI GFI GFI

GFI

GFI

ELECTRICAL SYMBOLS:

DESCRIPTION

GFI

ELECTRICAL NOTES:

NOT TO SCALE

125V, 20A, QUAD GROUND FAULT RECEPTACLE

SYMBOL

GFIGFI

BE FIELD LOCATED BY THE RESIDENT.

5. TWO (2) ADDITIONAL RECEPTACLES SHALL BE INSTALLED ON THE EXTERIOR OF EACH BUILDING. RECEPTACLES WILL

4. ALL NEEDED ELECTRICAL WORK SHALL BE INCIDENTAL TO THE LUMP SUM BUILDING ITEM.

GARAGES IN GRAY AND KENNEBUNK. THE RECEPTACLES WILL BE LOCATED BY A MTA MAINTENANCE REPRESENTATIVE.

3. ONE EXTERIOR MOUNTED QUAD RECEPTACLE SHALL BE MOUNTED ON THE OUTSIDE OF EACH OF THE THREE 8-BAY

2. ALL RECEPTACLE BOXES SHALL BE SURFACE MOUNTED.

FEEDER CONDUIT.

1. ALL PROPOSED CONDUIT IN EXTENDED SECTION OF GARAGE SHALL BE SURFACE MOUNTED AND MATCH EXISTING

16'-3"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-3"

16'-3"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-3"

15'-0"

40'-0"±

128'-6"±



PROPOSED COLUMN (TYP.)

MAINTENANCE GARAGE EXTENSIONS NEW …...SACO OGUNQUIT YORK BEACH KITTERY PORTSMOUTH ATLANTIC OCEAN M...

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