Attachment 3 - Updated Repair Ext Larcher Chapel DWG.pdf

G

F

E

D

C

B

A

GULrP□RT ■ MlfUCIPAL

AIRP[]RT ,,.

hcsplt61 =nwntlan

:t BILOXI, MS

LOCATION PLAN

KEESLER AFB, MS

INDEX OF DRAWINGS

3 4 5 6 7

KEESLER AFB, MISSISSIPPI

REP AIR EXTERIORS AT

LARCHER CHAPEL B3709

"1 "

A/I"

-;_J

-=��Q' 39 5

==;;;,;;:;;:-�9---,u ! 06

1l �

__J I

VICINITY MAP

SCALE: NONE

ABBREVIA llONS MA TERI AL LEGEND

8 9 10

G

F

E

IL

D

-.._ I

"1ill i.:-:• l ill

,-II

I ;a:;:

l:Jj1

HI• r1

IL q L.J

I ;i n

3823 I .--. I L

I I - I

C

ARCHITECTURAL SYMBOLS

B to------------------------..... �--------------------------... ______________________ ... ______________ ..,.

T1 .0 TITLE SHEET

D1 .0 DEMOLITION PLAN

A1.0 RENOVATION PLAN

A2.0 BUILDING ELEVATIONS (E&W)

A2.1 BUILDING ELEVATIONS (N&S)

A3.0 ROOF/ PARKING LOT PLAN

A3.1 DETAILS

1 2

AFF

CONC.

CONT.

E

EIFS

EJT

EL

ENTR

EQ

EXIST

EXT

FBR

FIN

FL

FT

GAL

GEN

GR

H

ABOVE FINISH FLOOR

CONCRETE

CONTINUOUS

EXISTING

EXTERIOR INSULATION AND FINISH SYSTEM

EXPANSION JOINT

ELEVATIONS

ENTRANCE

EQUAL

EXISTING

EXTERIOR

FACE BRICK

FINISH

FLOOR

FOOT/FEET

GALLONS

GENERAL

GRADE

HEIGHT

HC

HT

INSUL

JT

LT

LTG

LVR

MATL

MET

MIN.

MO

NA

NIC

oc

PNT

TYP

W/

HANDICAP

HEIGHT

INSULATION

JOINT

LIGHT

LIGHTING

LOUVER

MATERIAL

METAL

MINIMUM

MASONRY OPENING

NOT APPLICABLE

NOT IN CONTRACT

ON CENTER

PAINTED

TYPICAL

WITH

CONCRETE

CONCRETE

MASONRY UNIT

BRICK

EXTERIOR INSULATION

AND FINISH SYSTEM

(EIFS)

6 7

KEY NOTES

ROOM NUMBERS

PRAWN -

LNfTB;' 5T ATES AIR FORa. AIR EDLUTll::N NO TRAININ!:I ttM.4AW

KEESLER AIR FORCE BASE

���ffi\�� ��r���(Q)�� ffi\1 lffi\� le [l=l] � � le [l=l]ffi\ � � l --------�----�---------< A

,a,f.MITTfP:

(C,hiet of C.ontrai::h V"11iQn)

A.MARASCA

L. Ashley-· L. Ashley

G. Reed 04 Aug 2020

-..-, r">a..ITY t,I.Ml:IER:

(C,hief of Engineering}

G.REED 3709

6C!i.E: DRA'MNl!:I M.1-,CfR:

VARIES T1 .0 -TITLE SHEET

PROJ:t.T t,U,ffR:

1 7 MAHG11-1161 (w/070742) _,. "'

D

C

B

A

I

N

1 2 3 4 5 6

180'-0"

7 8

QEl'ERAL NOTES

1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS

PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING

OFFICER OF ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF

THE WORK AS DESIGNED. DRAWINGS/DETAILS ARE FOR REFERENCE ONLY -

ACTUAL DETAILS MAY VARY.

2. CONTRACTOR SHALL PROTECT BUILDING FROM DAMAGE. REPLACE ALL

DAMAGED ITEMS EQUAL TO OR BETTER THAN PREDAMAGED CONDITION.

3. CONFINE ALL WORK TO SPECIFIC AREAS AS DESIGNATED IN THE SCOPE

OF WORK.

5. ALL MATERIALS TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE

AND DISPOSED OF OFF-SITE IN A LEGAL LANDFILL. CONTRACTOR IS NOT

ALLOWED TO STOCKPILE DEMOLITION MATERIALS ON SITE; ALL MATERIALS TO

BE REMOVED IN A TIMELY FASHION.

6. IF THERE ARE DIFFERING CONDITIONS IN THE FIELD FROM THE SOW,

SPECIFICATIONS, AND OR DRAWINGS, THE CONTRACTOR SHALL CONTACT THE

CONTRACTING OFFICER IMMEDIATELY PRIOR TO PROCEEDING WITH ANY WORK.

9. CONTRACTOR SHALL PROVIDE PROJECT MANAGER/LOCKSMITH ALL

REMOVABLE CORES PRIOR TO PROJECT CLOSEOUT. BASE LOCKSMITH WILL

INSTALL AND RE-KEY CORES AFTER PROJECT CLOSEOUT.

*IT IS ANTICIPATED THAT HAZARDOUS MATERIAL WILL BE ENCOUNTERED

DURING THE COURSE OF WORK.

LBP - POSITIVE FOR LBP FRONT ENTRANCE METAL WINDOW CASING,

METAL DOORS/CASING. NEGATIVE ON WINDOW FRAME WOOD, PAINTED

GLASS WINDOWS, AND WOOD SOFFITS ..

---------------------------------------------------------------------------------------------------------,..........,,2'-o"

63'-0"

8'-o" a·-o· a·-o· a·-o· a·-o·

(!) 1 1 (!) (!) 1 1 (!) (!)

�� J

� n--- - ---'===l

1':.1

? 1io::1

L

/' 1 ', KEYPLAN - EXISTING BUILDING - DEMO

1,p1 .o./ SCALE:1/8"=1'-o" w

S�N

E

NORTH

19'-0"

1'-10�"

#------ 26

-0" --------------12'-6" _ __, �r @"' ,,,o -------=-----�-�---+------�1

·�1 r-=---

2' -0"

I j, 'q'

8'-0', --

'b � I j, _I

-------------- F------, JD

0 � I j, ,.--' ·•u::=-,,--,-,-m

,I,- ....--'L-.L.L.L.LJ

@l

J �,-__ .,......,... __ :::::: __ ____,.l� __ @_5 ______ 5_?'_-4_(!1 ______ @_5_---.,l 1 '-4"

*CONTRACTOR TO FIELD VERIFY

ALL DIMENSIONS AND CONDITIONS.*

4 5 6

. . . . . . . . . . fl

7 8

0 � I

·r--

CX)

9 1 0

DEMOUTION KEY NOTES

.....,.__ BUILDING EXJERIOR

� REMOVE MOLD, DIRT, MILDEW, AND/OR ALGAE FROM BUILDING EXTERIOR

SURFACES - ALL WALLS, NON-ADJACENT WALLS INCLUDED (BRICK),

WINDOWS, DOORS, LOUVERS, LIGHTS, SIGNS/LETTERS, RAMPS, EXITS,

SIDEWALKS, STEPS, AND ROOF, INCLUDING PLANTERS, SCREEN WALLS,

AND TRASH PAD SCREEN WALLS.

� PREPARE PARKING LOT FOR RE-STRIPING. REMOVE DIRT, DEBRIS, AND

\=..I OLD PAINT FROM PARKING LOT.

A-,. REMOVE BROKEN/MISSING BRICKS AT LANDSCAPING PLANTERS NEAR

\:::..I CHAPEL'S NORTH ENTRANCE, AND PREP FOR REPAIRS/REPLACEMENT.

� REMOVE EXISTING ALUMINUM DOWNSPOUTS, CAST IRON BOOTS, AND

\2/ MOVABLE CONCRETE SPLASH BLOCKS AT EAST ENTRANCE. AND GRADE

LANDSCAPING TO CORRECT FOUNDATION DRAINAGE ISSUES.

� TRIM ALL SHRUBS/BRUSH ADJACENT TO BUILDING TO ALLOW ACCESS TO

\:::..I CLEAN BUILDING EXTERIOR. REMOVE PORTION OF LANDSCAPING CURB TO

ALLOW FOR PROPER DRAINAGE. DO NOT DAMAGE EXISTING IRRIGATION

SYSTEM OR LANDSCAPING. IF NEEDED TO BE REMOVED, REPLACE AS

EQUAL PRIOR TO DEMOLITION.

� PRESSURE WASH EXTERIOR SURFACE WITH WATER ONLY. USE CARE

\:::.J TO PREVENT DAMAGE, OR FURTHER DAMAGE FROM OCCURRING TO

EXTERIOR SURFACES. USE INDUSTRY STANDARD PRESSURES FOR

MATERIALS.

A--.,, EXJERIOR WALLS & PANELS, WINDOWS AND DOORS

\:...J REMOVE (CHIPPED/PEELING) BROWN PAINT OFF OF EXISTING

FOAMED-INSULATED CORE FLUSH METAL (BLUE) PANEL WALLS AND

EXISTING EXTERIOR WINDOWS WHERE NOTED.

© REMOVE EXISTING HOLLOW METAL STOREFRONT SYSTEM (WINDOWS AND

DOORS), AT EAST & WEST ENTRANCE, AND PREPARE OPENING FOR NEW

ALUMINUM STOREFRONT SYSTEM.

� REMOVE EXISTING HOLLOW METAL DOORS, FRAMES, AND HARDWARE AND

� PREPARE FOR NEW.

...r?I,, REMOVE EXISTING EXTERIOR LIGHT FIXTURES ABOVE MECHANICAL ROOM

� DOORS, AND AT SOUTH, NORTH, AND EAST ENTRANCES, AND REPLACE.

.,-.n.. REMOVE RECESSED LIGHT FIXTURES {FIXTURE AND LENS), AND REPLACE

� WITH NEW LED FIXTURES.

A REMOVE RUST FROM OVERHANGS AND/OR OTHER METAL SURFACES, AND

� PREP FOR PAINT - WINDOWS, DOOR FRAMES, LOUVERS/VENTS, CANOPY

OVERHANGS, AND FENCE.

.,,(¼, PRIOR TO PRESSURE WASHING, REMOVE AND REPLACE CRACKED,

'l.:::/ DETERIORATED SEALANT AROUND WINDOWS AND DOORS.

,<),, PRIOR TO PRESSURE WASHING, REMOVE AND REPLACE CRACKED,

0 DETERIORATED SEALANT IN MASONRY WALL.

� DRAINS GUTTERS AND somr 'l.:::J REMOVE ALL CAST IRON BOOTS FROM EXISTING DOWNSPOUTS, AND PREP

FOR PAINTING AND RE-USE WITH NEW GUTTER AND DOWNSPOUT SYSTEM.

� REMOVE EXISTING GUTTERS AND DOWNSPOUTS, ON FLAT ROOF PORTION

� OF BUILDING, AND PREPARE FOR NEW.

� PRIOR TO PRESSURE WASHING, INSPECT SOFFIT FOR DAMAGES AND

0 REPAIR. REPAIR SOFFIT TO ADDRESS MOISTURE PENETRATION, SPLITTING,

CORROSION, AND/OR CRACKS.

� BUILDING SIGNS & SIGNAGE

� REPLACE PARKING SIGN PLACARD FOR WING CHAPLAIN AND

SUPERINTENDENT AT PARKING LOT (NOT SHOWN), AND REPLACE WITH

NEW SIGNS. COORDINATE WORDING OF SIGNAGE WITH C.O.

� REMOVE EXISTING CHAPEL MARQUEE SIGN. VERIFY EXISTING ELECTRICAL

ACCEPTABLE FOR REUSE. PREPARE FOR NEW NEW SINGLE-PIECE LED

DISPLAY MARQUEE.

� REMOVE EXISTING LARCHER CHAPEL SIGN LETTERS {ALL SIGNS &

't::J BUILDING LETTERS), AND REPLACE.

Rat15k:iN PAre

AR 1$1X,ATJON ..¥P TRANINE:i at..fMW

KEESLER AIR FORCE BASE

O'FIC.f. OF c;.ML ENE:i11ti:R$ lPii®[p)tfil □[l' ���@[)'□@[)'� ®� l®[l'©lhJ@[l' CClril®[p)®� □ �J1@®

SllMITTED: _, (c.hief of '-ontracts Pesign) (',hie! of Engineering)

A. MARASCA G. REED

DE51E'll\6r. aE!,KED; �

L. ASHLEY G. REED 1/8" = 1'-0"

� PATE: f'l¼E(.T �:

L.ASHLEY 04 Aug 2020 MAHG 11-1161

Bldg. 3709 • Larcher Chapel [;RAWNE';I N.MrlER::

D1 .o - Keyplan - Demolition

� 2 a- 7

1 0

G

F

E

D

C

B

A

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

D a

I

<O v

C

B

A

1 2

I

-- y w

2 �-�'------ S e}N

� FLOOR P LAN - E N TR Y

./ A1.0 SCALE:1/8"=1'-0" E

NORTH

3 4 5 6 7 8

GEN:RALl-tC:,W

1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS

PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING

OFFICER OF ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF

THE WORK AS DESIGNED. DRAWINGS/DETAILS ARE FOR REFERENCE

ONLY - ACTUAL DETAILS MAY VARY.

2. CONTRACTOR SHALL PROTECT BUILDING FROM DAMAGE. REPLACE

ALL DAMAGED ITEMS EQUAL TO OR BETTER THAN PREDAMAGED

CONDITION.

3. CONFINE ALL WORK TO SPECIFIC AREAS AS DESIGNATED IN THE

SCOPE OF WORK.

4. ALL MATERIALS TO BE DEMOLISHED SHALL BE REMOVED FROM

THE SITE AND DISPOSED OF OFF-SITE IN A LEGAL LANDFILL.

CONTRACTOR IS NOT ALLOWED TO STOCKPILE DEMOLITION MATERIALS

ON SITE; ALL MATERIALS TO BE REMOVED IN A TIMELY FASHION.

5. IF THERE ARE DIFFERING CONDITIONS IN THE FIELD FROM THE

SOW, SPECIFICATIONS, AND OR DRAWINGS, THE CONTRACTOR SHALL

CONTACT THE CONTRACTING OFFICER IMMEDIATELY PRIOR TO

PROCEEDING WITH ANY WORK.

6. CONTRACTOR SHALL PROVIDE PROJECT MANAGER/LOCKSMITH ALL

REMOVABLE CORES PRIOR TO PROJECT CLOSEOUT. BASE LOCKSMITH

WILL INSTALL AND RE-KEY CORES AFTER PROJECT CLOSEOUT.

�-------------------------1

•IT IS ANTICIPATED THAT HAZARDOUS MATERIAL WILL BE ENCOUNTERED

DURING THE COURSE OF WORK.

LBP - POSITIVE FOR LBP FRONT ENTRANCE METAL WINDOW CASING,

METAL DOORS/CASING. NEGATIVE ON WINDOW FRAME WOOD, PAINTED

GLASS WINDOWS, AND WOOD SOFFITS ..

,_ ______________________ 90 -o· -----------------------r--:---=--- 26'-o" -:;;i,;;:;����--12'-6" -�,__ ____________ 51'-6" ____________ _, I (M)(a) (KX o J\ � J\ u

1,----------------- 63'-0" --------------------#"----19'-0" ___ _, C_ €:t!Yt)

L'========i i===

I

€:t!Yt) "\Jl

€:t!Yt) l�

© �5

---------- - - - - -- �o· -- - - - - - - - -- - - - ------J'-• w

1---1 -+-'-K=E-'-YP'""'L::;..A-"-N;....,,..

_E

X..c.l S

T'--"I N

G

B;..::;U=I L=D'-'-1 N

G'---...;Rc..:.:E:::.N-'.:O:....:V-"--. s e} N

A1 0 SCALE:1/8"=1'-0" ./ • E

NORTH

1 2 3

<O i--�

'? 27'-0" i--

J �'.,>-

- �---r-, \L};.JM]

'E)

JD � � �

I\

� il \=J

\"LXJXF,---

,------L--r

[ ;::::::i

©(})(g(JJ] ii t::=========::J

.----------· !::::J � ©©(y(f!) ®

,,...l ___ o_P_11_t._11._M_1 _____________ 92'-o" _______ ©:!!J_E ____________ ___, *CONTRACTOR TO FIELD VERIFY

ALL DIMENSIONS AND CONDITIONS.*

. . . . . . . . . . . ·1 I • • • • • • • • • • • I • • • • • • • • • • • I • • • • • • • • • • •

5 6

•IT IS ANTICIPATED THAT HAZARDOUS MA TIERIAL WILL BE ENCOUNTERED

DURING THE COURSE OF WORK.

LBP - POSITIVE FOR LBP FRONT ENTRANCE METAL WINDOW CASING,

METAL DOORS/CASING. NEGATIVE ON WINDOW FRAME WOOD, PAINTED

GLASS WINDOWS, AND WOOD SOFFITS ..

7 8

9 1 0

PROVDE AND INSTALL NEW

,,;::-.. BUILDING EXTERIOR

\:::../ CLEAN BUILDING EXTERIOR SURFACE AREAS AND RETURN TO ORIGINAL

STATE. AREAS TO INCLUDE ALL WALLS, NON-ADJACENT WALLS INCLUDED

{BRICK), WINDOWS, DOORS, LOUVERS, LIGHTS, SIGNS/LETTERS, RAMPS,

EXITS, SIDEWALKS, STEPS, AND ROOF, INCLUDING PLANTERS, SCREEN

WALLS, TRASH PAD SCREEN WALLS, AND PARKING LOT.

,-S.,, RE-STRIPE EXISTING PARKING SPACES (NOT SHOWN) AND PROVIDE

\:=../ ACCESSIBLE PARKING SPACES AS REQUIRED BY THE ADA STANDARDS

FOR ACCESSIBLE DESIGN. SEE SHEET A3,0 PARKING

© PRIOR TO PRESSURE WASHING, REPLACE BROKEN/MISSING BRICKS

{5-FIVE) AND MORTAR JOINTS AT LANDSCAPING PLANTERS NEAR

CHAPEL ENTRANCES AT NORTH ENTRANCE; USE COLOR-MATCHED

SEALANT TO SEAL CRACKS AND JOINTS.

� RELOCATE EXISTING DOWNSPOUTS AND CONCRETE SPLASH BLOCKS AT

\!;J MAIN ENTRANCE ON EAST SIDE OF BUILDING (AS SHOWN ON DRAWING).

GRADE LANDSCAPING TO CORRECT FOUNDATION DRAINAGE ISSUES.

© GRADE LANDSCAPING TO DRAIN AWAY FROM BUILDING.

t"i?-. REPLACE EXTERIOR WINDOWS/METAL PANELS WITH NEW IMPACT RATED

� WINDOWS AND STUCCO FINISH SYSTEM. SEE SHEET A3 1 FOR DETAILS

� EXTERIOR SffiREFRONT SYSTEM DOORS AND WINDOWS

\:::../ INSTALL COMPLETE ALUMINUM ENTRANCE AND STOREFRONT SYSTEM AT

THE TWO (2) VESTIBULES ON EAST SIDE OF BUILDING, AND AT THE WEST

ENTRANCE; STOREFRONT DESIGN TO REPLICATE EXISTING. SEE SHEET

A2 0 AND A2 1 NOTE C FOR SPECIFICATIONS

.-0,.. EXTERIOR DOORS HOLLOW METAL

\:.2 REPLACE EXISTING HOLLOW METAL DOORS, FRAMES, & HARDWARE, AND

G

F

REPLACE WITH ALUMINUM DOOR, FRAME, & HARDWARE. SEE SHEET A2,0. ,______,

/i'. CLEAN EXISTING HOLLOW METAL DOORS, FRAMES, & HARDWARE, TO

\:.../ REMAIN, AFTER RUST AND GRIME REMOVAL; USE RUST INHIBITOR PRIMER

ON EXISTING METAL DOORS AND FRAMES, AND PAINT. SEE SHEET A2 0

t"'"l', EXTERIOR DOORS ALUMINUM

\::..J CLEAN DOORS, FRAMES, AND GLASS. REMOVE DETERIORATED SEAL AT

DOORS AT BRICK WALL, AND REPAIR WITH COLOR-MATCHED OR CLEAR

SEALANT. SEE SHEET A2 O

,.0.., EXTERIOR WALLS

v::.J PAINT OVERHANGS AND/OR METAL SURFACES, AFTER RUST

REMOVAL - WINDOWS, DOOR FRAMES, LOUVERS/VENTS, CANOPY

OVERHANGS, AND FENCE.

/,',, PRIOR TO PRESSURE WASHING, RESEAL CRACKS AT ALL WINDOWS

� AND DOORS AT BRICK WALL, AFTER REMOVING DETERIORATED

SEALS .

E

...0.. PRIOR TO PRESSURE WASHING, INSPECT BRICK, MORTAR, AND WALL

\::../ PANEL JOINTS FOR CRACKED/BROKEN SEALANT, MORTAR, AND ,______,

BRICK, AND REPAIR AS NECESSARY.

.,.rr-, LIGHTING

\:::.,/ REPLACE EXISTING EXTERIOR LIGHT FIXTURES AT MECHANICAL ROOM

DOORS, AND AT SOUTH & NORTH ENTRANCES, AS INDICATED ON

DWGS. SEE SHEET A2.0., A2.1, NOTE G.

© NOT USED

,-S.,, REPLACE EXISTING WALL LIGHT FIXTURES(2) LOCATED AT THE

D CORNER NEAR THE EAST CHAPEL ENTRANCE WITH NEW SENSOR

CONTROLLED LED WALL FIXTURES. SEE SHEET A2.0 A2.1

� DRAINS GUTTERS AND SOEEII

\:::!../ REPLACE EXISTING METAL GUTTERS, DOWNSPOUTS, AND EDGE STRIP

WITH NEW ALUMINUM GUTTERS, DOWNSPOUTS, AND EDGE STRIP

(COLOR: MEDIUM BRONZE). PROVIDE METAL FLASHING WHERE LOW

WALL AND GUTTER ABUT ROOF. RELOCATE DOWNSPOUTS AND

REMOVE SPLASH PAD TO PROPER LOCATION. SEE SHEET A3.0.

,-S.,, RE-INSTALL EXISTING TWO FEET (2'-0") HIGH CAST ALUMINUM

v::.J DOWNSPOUT BOOT (TYPICAL FOR ALL DOWNSPOUTS). PRIOR TO

REPLACING CAST IRON BOOT AT DOWNSPOUTS, CLEAN ALL CAST

IRON BOOTS AND PAINT MEDIUM BRONZE.

� PRIOR TO PRESSURE WASHING, INSPECT SOFFIT FOR DAMAGES AND

1c../ REPAIR. REPAIR SOFFIT TO ADDRESS MOISTURE PENETRATION, SPLITTING, CORROSION, AND/OR CRACKS.

� BUILDING SIGNS & SIGNAGE

\:.../ REPLACE PARKING SIGN PLACARD WITH NEW AT WING CHAPLAIN

AND SUPERINTENDENT PARKING, AT PARKING LOT (NOT SHOWN).

..-n-, PROVIDE DIGITAL MARQUEE SIGN WITH NEW MASONRY MOUNTED

\:::.I OUTDOOR SIGN CABINET, WITH AN INTEGRATED SINGLE-PIECE LED

DISPLAY PROTECTED BY TUFF AK SL® POLYCARBONATE.

..0,. REPLACE ALL LARCHER CHAPEL SIGNS WITH NEW BUILDING LETTERS

D

C

\::...1 & WALL SIGNS; NEW LETTERS TO REPLICATE SIZE, MATIERIAL, AND le--�

VERSAGE.

� REMOVE EXISTING TREES (2) AND BUSH (1) AND GRADE AREA

\::.I AWAY FROM BUILDING. CUT CONCRETE CURB AT LOCATIONS SHOWN

FOR DRAINAGE.

Rat15k:iN PAre

AR 1$1X,ATJON ..¥P TRANINE:i at..fMW

KEES LER A IR FORCE BASE

O'FIC.f. OF c;.ML ENE:i11ti:R$ lPii®[p)tfil □[l' ���@[l'□@[l'� ®� l®IT'©lril®IT' CClril®[p)®� □ �J1@®

B

I---------�-------�------___, A SllMITTED: _, (c.hief of '-ontracts Pesign) (c.hiel of Engineering)

A. MARASCA G. REED

DE51E'll\6r. aE!,KED; 5Ut..E.:

L. ASHLEY G. REED 1/8" = 1'-0"

� PATE: f'l¼E(.T �:

L.ASHLEY 04 Aug 2020 MAHG 11-1161

Bldg. 3709 - Larcher Chapel [;RAWNE';I N.MrlER::

A1 .0 - Keyplan - Renovations

� 3 a- 7

1 0

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

HOLLOW METAL DOOR, FRAME & HARDWARE

1557824398E Text Box

D

C

B

A . ' ' I, : ,'

1 2

Ma'T'AL-. !;!;,QI&_,.., . .,., ____ ,...

e�<::1<----,..,,,.---

3 4 5

*CONTRACTOR TO

I

FIELD VERIFY.

ALL DIMENSIONS AND CONDITIONS.*

··-�_c::;,e -!,;,!'1; c� .. ___ JM.1':1.1!!!:R.I!!!::� �. -- --- � · - �c�;�u-�.E� -�-r:;..:_r-- -------"-..;,·��i;;:_<,.t;,1,:r:::cas.,..,_

•·-""',::::,otl!!!·• -_ -·, ;· : • .. •• . Wf.),i"'--"""--1- --�--- --, .

r- .\ ...... _,..,_ .. ""· "'"' .... ---

.,....,."�-��=--•-- -f=l=!-UJ!!!��- . . .. , .. c -... �

GENERAL t«J,W

1. CONlRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BID AND START OF CONSlRUCTION. NOTIFY CONlRACTING OFFICER OF ANY CONDITIONS DElRIMENTAL TO lHE COMPLETION OF lHE WORK AS DESIGNED. DRAWINGS/DETAILS ARE FOR REFERENCE

ONLY - ACTUAL DETAILS MAY VARY.

2. CONlRACTOR SHALL PROTECT BUILDING FROM DAMAGE. REPLACE ALL DAMAGED ITEMS EQUAL TO OR BETTER lHAN PREDAMAGED

CONDITION.

3. CONFINE ALL WORK TO SPECIFIC AREAS AS DESIGNATED IN lHE

SCOPE OF WORK.

4. ALL MATERIALS TO BE DEMOLISHED SHALL BE REMOVED FROM lHE

SITE AND DISPOSED OF OFF-SITE IN A LEGAL LANDFILL. CONTRACTOR

IS NOT ALLOWED TO STOCKPILE DEMOLITION MATERIALS ON SITE; ALL

MATERIALS TO BE REMOVED IN A TIMELY FASHION.

5. IF lHERE ARE DIFFERING CONDITIONS IN lHE FIELD FROM lHE SOW, SPECIFICATIONS, AND OR DRAWINGS, lHE CONlRACTOR SHALL CONTACT lHE CONlRACTING OFFICER IMMEDIATELY PRIOR TO PROCEEDING WllH ANY WORK.

6. CONlRACTOR SHALL PROVIDE PROJECT MANAGER/LOCKSMllH ALL REMOVABLE CORES PRIOR TO PROJECT CLOSEOUT. BASE LOCKSMllH

WILL INSTALL AND RE-KEY CORES AFTER PROJECT CLOSEOUT.

*IT IS ANTICIPATED lHAT HAZARDOUS MATERIAL WILL BE ENCOUNTERED DURING lHE COURSE OF WORK.

LBP - POSITIVE FOR LBP FRONT ENlRANCE METAL WINDOW CASING, METAL DOORS/CASING. NEGATIVE ON WINDOW FRAME WOOD, PAINTED

GLASS WINDOWS, AND WOOD SOFFITS ..

Ml!::T�i- PANl:a.t- ----

9�101� .. ·- . . ·1 . .,.

.,...,,==;:,;=· ,9:"10-��- -· _.

.it·.,. . • ; -

. -�J!,Lc:;l(;.;_\(�t,lj' '"'"' '!'��\, .. �-l"'· ·. ,,,._,.

11. •:,., ,,; -� -�-�"'1.! 7>) -... �,.. •, ·� .. , 3 4 l:,...!.....l ·. ,'

¥/4-c-+..-.,ii

.....------➔ -METP',i:;.;. GU.TT.ES .I.-;::;-__

. -mc...ae�-c21·J:l:---�,;;;;;:;,=,;;;.,..--------=--.... --..... ;.;-·;...· ·.,.-..:.-..:.·;__, ,-------1--QJ.-p.,S.'

- - --; ,., "" I . ---- .... - .

.----�1'111'0>-A • --�,;;,;. ____ lf-,.,:.i'3.llii=-� .. t�, _ -.: JVJ_�

5 6

FEMOVAL KEY NO I W

REMOVE EXISTING WINDOW AND METAL PANEL SYSTEM AND PREPARE

OPENING FOR NEW.

REMOVE EXISTING HOLLOW METAL STOREFRONT SYSTEM (WINDOWS AND

DOORS), AT EAST & WEST ENlRANCE, AND REPLACE WllH NEW

ALUMINUM SYSTEM.

REMOVE EXISTING HOLLOW METAL DOORS, FRAMES, AND HARDWARE AT

NORTH SIDE OF CHAPEL AND AT MECHANICAL DOORS, AND REPLACE.

REMOVE EXISTING EXTERIOR LIGHT FIXTURES ABOVE MECHANICAL ROOM

DOORS, AND AT SOUlH, NORlH, AND EAST ENlRANCES, AND REPLACE.

NOT USED

REMOVE RUST FROM OVERHANGS AND/OR OlHER METAL SURFACES, AND PREP FOR PAINT - WINDOWS, DOOR FRAMES, LOUVERS/VENTS, CANOPY OVERHANGS, AND FENCE.

PRIOR TO PRESSURE WASHING, REMOVE CRACKED, DETERIORATED SEAL

AT WINDOWS AND DOORS AT BRICK WALL, AND PREP FOR REPAIR.

PRIOR TO PRESSURE WASHING, INSPECT BRICK, MORTAR, AND WALL

PANEL JOINTS FOR CRACKED/BROKEN SEALANT, MORTAR, AND BRICK,

AND PREP FOR REPAIR.

I

--Jl;;;.,.A'J;;: �O:C7:.E-:S,�M - : _ _:_ _e_o�G i.::s_-r_1::ni=:-:---· .. ··

· J_e,j4J,<,,- Y,.J:'¼LT_(..:1:1(:1'� 1·a&.b")

�t,i1�!1'"A-,.li, -1<511-e,--:ro;;::i:;

9 1 0

PFIOVDE AND INSTALL tEW

& BUILDING EXTERIOR

V::.., CLEAN BUILDING EXTERIOR SURFACE AREAS AND RETURN TO ORIGINAL

STATE. AREAS TO INCLUDE ALL WALLS, NON-ADJACENT WALLS INCLUDED

(BRICK), WINDOWS, DOORS, LOUVERS, LIGHTS, SIGNS/LETTERS, RAMPS,

EXITS, SIDEWALKS, STEPS, AND ROOF, INCLUDING PLANTERS, SCREEN

WALLS, lRASH PAD SCREEN WALLS, AND PARKING LOT.

EXTERIOR WALLS & PANELS

REPLACE EXTERIOR WINDOWS/METAL PANELS WllH NEW IMPACT RATED

WINDOWS AND STUCCO FINISH SYSTEM. REFER TO NOTE 'C' BELOW FOR

SPECIFICATION INFORMATION FOR FRAME AND GLAZING. SEE SHEET A3 1

FOR DETAIi s

EXTERIOR STOREFRONT SYSTEM DOORS AND V,,NDOWS © INSTALL COMPLETE ALUMINUM ENlRANCE AND STOREFRONT SYSTEM AT lHE TWO (2) VESTIBULES ON EAST SIDE OF BUILDING, AND AT lHE WEST ENlRANCE; STOREFRONT DESIGN TO REPLICA TE EXISTING.

ALUMINUM EXTERIOR ENlRANCE (IMPACT RATED) DOORS SHALL BE

EQUAL TO:

• SERIES 351 IMPACT DOORS, MEDIUM STILE ENlRANCE AND CG500 FRAMING SYSTEM BY lRULITE GLASS AND ALUMINUM SOLUTIONS, OR

EQUAL.

• PROVIDE PANIC AND STANDARD DOOR HARDWARE ACCEPTABLE TO

AND FITTING FOR DOOR SYSTEM USED.

• DOOR CLOSERS: SINGLE ACTING NORTON 1601 SURFACE CLOSER

WllH BACKCHECK AND WllH ADJUSTABLE HOLD OPEN. MOUNT CLOSER'S

ON INTERIOR OF DOORS.

• PROVIDE CONTINUOUS GEARED HINGES ON ALL ALUMINUM DOOR

OPENINGS.

• PULLS: C0-9 PULL HANDLES, OR EQUAL.

• FLOOR STOPS: 2-1/8" HIGH & 2-3/8" LONG, RUBBER CUSHIONED.

• lHRESHOLDS, BUMPER TYPE, ON EXTERIOR DOORS: 1/2" x WIDlH OF

FRAME ALUMINUM MILL FINISHED lHRESHOLD, ADA ACCESSIBLE.

• WEAlHER SlRIPPING ON EXTERIOR DOORS: SEALAIR WEATHERING

SYSTEM, EPDM BLADE GASKET SWEEP.

• FINISH SHALL BE CLASS 1 ANODIC COATING CONFORMING TO

ALUMINUM ASSOCIATION DAF-45 & AAMA 611. COLOR: DARK BRONZE.

• PROVIDE 9/16" IMPACT RESISTANT LAMINATED GLASS.

• PROVIDE 7 PIN 'SMALL FORMAT INTERCHANGEABLE

CORES' CYLINDERS. CONlRACTOR SHALL PROVIDE PROJECT MANAGER/LOCKSMllH ALL REMOVABLE CORES PRIOR TO PROJECT CLOSEOUT. BASE LOCKSMllH WILL INSTALL AND REKEY CORES AFTER

PROJECT CLOSEOUT.

ALUMINUM EXTERIOR STOREFRONT (IMPACT RATED) FRAMES SHALL

BE EQUAL TO:

• CG 500 FRAMING SYSTEM, BY TRULITE GLASS AND ALUMINUM

SOLUTIONS, OR EQUAL.

• IMPACT RESISTANT INSULATED GLASS: 1-5/16" THICK

INSULATED, SOLARBRONZE + SUNGATE 500 LOW-E GLASS

CONSISTING OF 1/4" HEAT STRENGTHENED OUTBOARD/EXTERIOR

LITE, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED OUTBOARD/

INTERIOR LITE, 0.100 PVIB INTERLAYER, 1/4" HEAT STRENGTHENED

INBOARD LITE. GLAZING IS AN INTEGRAL PART OF IMPACT

RESISTANT WINDOW ASSEMBLY SYSTEM AND MUST MEET LARGE

MISSILE IMPACT RESISTANT STANDARDS. (FOR USE IN EXTERIOR

IMPACT ALUMINUM WINDOW SYSTEMS). WIND RATING: 177 MPH,

RISK CATEGORY Ill, EXPOSURE B.

EXTERIOR DOORS HOLLOW METAL

REPLACE EXISTING HOLLOW METAL DOORS, FRAMES, & HARDWARE,

AND REPLACE WITH ALUMINUM DOOR, FRAME, & HARDWARE, AS

INDICATED ON DRAWINGS •

© CLEAN EXISTING HOLLOW METAL DOORS, FRAMES, & HARDWARE, TO

REMAIN, AFlER RUST AND GRIME REMOVAL; USE A RUST INHIBITOR

PRIMER ON EXISTING METAL DOORS AND FRAMES AND PAINT, AS

INDICATED ON DRAWINGS.

METAL DOOR PAINT COLOR: MEDIUM BRONZE

BENJAMIN MOORE ULTRA SPEC 500/LATEX/HIGH GLOSS, OR

EQUAL

EXTERIOR OOORS - ALUMINUM

CLEAN DOORS, FRAMES, AND GLASS. REMOVE DETERIORATED SEAL

AT DOORS AT BRICK WALL, ANO REPAIR WITH COLOR-MATCHED OR

CLEAR SEALANT.

© LIGHTING

REPLACE EXISTING EXTERIOR LIGHT FIXTURES AT MECHANICAL ROOM

DOORS, AND AT SOUTH & NORTH ENTRANCES, AS INDICATED ON

DWG, WITH: 6W 3000LM LED WALL PACK LIGHT, 120-277VAC 500K

DAYLIGHT, PHOTOCELL DUSK TO DAWN WALL PACK, 150-250W

MH/HPS REPLACEMENT, OUIDOOR SECURITY LIGHTING FIXTURES,

CLEAR LENS (BRONZE). *AMERICAN-MADE FIXTURES ONLY .

.-0-. PROVIDE NEW LETTERS/SIGNAGE "LARCHER BLVD CHAPEL". LETTERS

\:.2 SHALL MATCH EXISTING MATERIAL, STYLE, TYPE, SIZE AND FONT.

COLOR BY CO.

PATE

AR """" AR E:Dll',ATk:N In) TRAININEI �

EESLER AIR FORCE BASE '

·-. · .. ·r:�AMINQ .H"'r. . i """' "' ..,._ """""

• r:-'. '-r.C..,.c'---"'--'-""-"-'-''----'-'--::1----------- - -- - - - -

·, ... J_ J O '• F G 7

... k'- �f'lt!SS&

�-:, : .. �JN,.�.Al9>. . .•

[F5J@[p)®□IT' ��U@IT'□@IT'� ®U

IL®IT'©�®IT' ��®[p)®� 0 �331@® i I !UNITTIP:

: , (t.hiet of C.ontrocts Design)

(t:,hil!f of Engineering}

A. MARASCA

L. ASHLEY G. REED

G.REED

1/8' = 1'-0"

~WN·

LASHLEY

PATE: f'FO,U,T �

04 Aug 2020 MAHG 11-1161

Fl(;.LITY l'tMC:fR:

Bldg. 3709 - Larcher Chapel

A2.0 - Bldg. Elevations

� 4 tF 7

1 0

G

F

E

D

C

B

A

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

D

C

B

A

6), f

- t· · - r-=rr,;r:·Sl.iAe I i

2 3

-___ .,_ .i.-----K•-------------

_;;,.::es

--- -_••.-�•�- - -,,,,- ... ,�.- -,,..,..,,.,-•,,,�_,;•�.----,�� ��:• ... ,.:,•:.:•••• ••·.:•, •"�;::;;.,:.., .. • -��, .. �--•k•·r ,,,.,-::, •- _,.,,-,, L. ,, , ... ,., r· •......-�•-- ;:;,�-�:: ...

1-� ml�;·-·�: ·--�r·;���1�� ----���'W�-.,.,,r)-ic,....7 N_·""""· ......... _-.:l ==��z:::Q� l-

- l I

::::: r -:. - - - �-:::-::-��- . - ----:-�-

GEIERALNOTES

1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND

CONDITIONS

PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING

OFFICER OF ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF

THE WORK AS DESIGNED. DRAWINGS/DETAILS ARE FOR REFERENCE

ONLY - ACTLAL DETAILS MAY VARY.

2. CONTRACTOR SHALL PROTECT BUILDING FROM DAMAGE.

REPLACE ALL DAMAGED ITEMS EQUAL TO OR BETTER THAN

PREDAMAGED CONDITION.

3. CONFINE ALL WORK TO SPECIFIC AREAS AS DESIGNATED IN THE

SCOPE OF WORK.

4. ALL MATERIALS TO BE DEMOLISHED SHALL BE REMOVED FROM

THE SITE AND DISPOSED OF OFF-SITE IN A LEGAL LANDFILL.

CONTRACTOR IS NOT ALLOWED TO STOCKPILE DEMOLITION MATERIALS

ON SITE; ALL MATERIALS TO BE REMOVED IN A TIMELY FASHION.

5. IF 11-IERE ARE DIFFERING CONDITIONS IN TI-IE FIELD FROM TI-IE

SOW, SPECIFICATIONS, AND OR DRAWINGS, TI-IE CONTRACTOR SHALL

CONTACT THE CONTRACTING OFFICER IMMEDIATELY PRIOR TO

PROCEEDING WITI-1 ANY WORK.

6. CONTRACTOR SHALL PROVIDE PROJECT MANAGER/LOCKSMITI-1

ALL REMOVABLE CORES PRIOR TO PROJECT CLOSEOUT. BASE

LOCKSMITI-1 WILL INSTALL AND RE-KEY CORES AFTER PROJECT

CLOSEOUT.

*IT IS ANTICIPATED 11-IAT HAZARDOUS MATERIAL WILL BE ENCOUNTERED

DURING TI-IE COURSE OF WORK.

LBP - POSITIVE FOR LBP FRONT ENTRANCE METAL WINDOW CASING,

METAL DOORS/CASING. NEGATIVE ON WINDOW FRAME WOOD, PAINTED

GLASS WINDOWS, AND WOOD SOFFITS ..

M■"l",a.1,,, CAJ,,,j,_,,. ,..

W/,.U. ,...,c;,c:;:,r----

--:··-- -4----

CO.t,,JO. e.T.5.1!!-?S - E

ANN ex • SC:)UTl-l

*CONTRACTOR TO FIELD VERIFY

ALL DIMENSIONS AND CONDITIONS.*

M.l!!!�AI- UTT.El'< $:·

I .

2 3 4

-..e:oo.e= r..:&Z:r..e2-:..- ... :: ' 'F'r;t,-..MING .H."t:.: __

5 6

REMOVAL KEY N01ES

REMOVE EXISTING WINDOW AND METAL PANEL SYSTEM AND PREPARE

OPENING FOR NEW.

REMOVE EXISTING HOLLOW METAL STOREFRONT SYSTEM (WINDOWS AND

DOORS), AT EAST & WEST ENTRANCE, AND REPLACE WITI-1 NEW

ALUMINUM SYSTEM.

9 1 0

PROVDE AN) INSTALL l'EW

BUILDING EXTERIOR

CLEAN BUILDING EXTERIOR SURFACE AREAS AND RETLRN TO ORIGINAL

/,;',. STATE. AREAS TO INCLUDE ALL WALLS, NON-ADJACENT WALLS INCLUDED

\::..I (BRICK), WINDOWS, DOORS, LOUVERS, LIGHTS, SIGNS/LETTERS, RAMPS,

EXITS, SIDEWALKS, STEPS, AND ROOF, INCLUDING PLANTERS, SCREEN

WALLS, TRASH PAD SCREEN WALLS, AND PARKING LOT.

REMOVE EXISTING HOLLOW METAL DOOR AND HARDWARE. AND PREPARE ,..S,., EXTERIOR WAI 15 & PANELS FOR NEW DOOR. REMOVE AND REPLACE SEALANT AT FRAME AND WALL. V:::.J REPLACE EXTERIOR WINDOWS/METAL PANELS WITI-1 NEW IMPACT RATED

WINDOWS AND STLCCO FINISH SYSTEM. REFER TO NOTE 'C' BELOW FOR

REMOVE EXISTING EXTERIOR LIGHT FIXTLRES ABOVE MECHANICAL ROOM SPECIFICATION INFORMATION FOR FRAME AND GLAZING. SEE SHEET A3.1

DOORS, AND AT SOUTH, NORTI-1, AND EAST ENTRANCES, AND REPLACE. FOR DETAILS

NOT USED

REMOVE RUST FROM OVERHANGS AND/OR 011-IER METAL SURFACES,

AND PREP FOR PAINT - WINDOWS, DOOR FRAMES, LOUVERS/VENTS,

CANOPY OVERHANGS, AND FENCE.

PRIOR TO PRESSURE WASHING, REMOVE CRACKED, DETERIORATED SEAL

AT WINDOWS AND DOORS AT BRICK WALL, AND PREP FOR REPAIR.

PRIOR TO PRESSURE WASHING, INSPECT BRICK, MORTAR, AND WALL

PANEL JOINTS FOR CRACKED/BROKEN SEALANT, MORTAR, AND BRICK,

AND PREP FOR REPAIR.

I i-----O.C-1',,1�(:.;UT"T"El;2 ♦-ll!!lO.GJ!! STJ!i!l.1!2.... . .-:-· ·

. '.lltlaTAI- IPA.N.l!!!L- . ...J1!1!1l:'C. .. -�•' .i-i'T...

© EXTERIOR STOREFRONT SYSTEM DOORS AND WINDOWS

INSTALL COMPLETE ALUMINUM ENTRANCE AND STOREFRONT SYSTEM AT

TI-IE TWO (2) VESTIBULES ON EAST SIDE OF BUILDING, AND AT TI-IE

WEST ENTRANCE; STOREFRONT DESIGN TO REPLICATE EXISTING.

ALUMINUM EXTERIOR ENTRANCE (IMPACT RATED) DOORS SHALL BE

EQUAL TO:

• SERIES 351 IMPACT DOORS, MEDIUM STILE ENTRANCE AND CG500

FRAMING SYSTEM BY TRULITE GLASS AND ALUMINUM SOLUTIONS, OR

EQUAL.

• PROVIDE PANIC AND STANDARD DOOR HARDWARE ACCEPTABLE TO

AND FITTING FOR DOOR SYSTEM USED.

• DOOR CLOSERS: SINGLE ACTING NORTON 1601 SURFACE CLOSER

WITI-1 BACKCHECK AND WITH ADJUSTABLE HOLD OPEN. MOUNT CLOSER'S

ON INTERIOR OF DOORS.

• PROVIDE CONTINUOUS GEARED HINGES ON ALL ALUMINUM DOOR

OPENINGS.

• PULLS: C0-9 PULL HANDLES, OR EQUAL.

• FLOOR STOPS: 2-1/8" HIGH & 2-3/8" LONG, RUBBER CUSHIONED.

• 11-IRESHOLDS, BUMPER TYPE, ON EXTERIOR DOORS: 1 /2" • WIDTI-1 OF

FRAME ALUMINUM MILL FINISHED 11-IRESHOLD, ADA ACCESSIBLE.

• WEATI-IER STRIPPING ON EXTERIOR DOORS: SEALAIR WEATI-IERING

SYSTEM, EPDM BLADE GASKET SWEEP.

• FINISH SHALL BE CLASS 1 ANODIC COATING CONFORMING TO

ALUMINUM ASSOCIATION DAF-45 & AAMA 611. COLOR: DARK BRONZE.

• PROVIDE 9/16" IMPACT RESISTANT LAMINATED GLASS.

• PROVIDE 7 PIN 'SMALL FORMAT INTERCHANGEABLE

CORES' CYLINDERS. CONTRACTOR SHALL PROVIDE PROJECT

MANAGER/LOCKSMITI-1 ALL REMOVABLE CORES PRIOR TO PROJECT

CLOSEOUT. BASE LOCKSMITI-1 WILL INSTALL AND REKEY CORES AFTER

PROJECT CLOSEOUT.

ALUMINUM EXTERIOR STOREFRONT (IMPACT RATED) FRAMES SHALL

BE EQUAL TO:

• CG 500 FRAMING SYSTEM, BY TRULITE GLASS AND ALUMINUM

SOLUTIONS, OR EQUAL.

• IMPACT RESISTANT INSULATED GLASS: 1-5/16" TIHICK

INSULATED, SOLARBRONZE + SUNGATE 500 LOW-E GLASS

CONSISTING OF 1/4" HEAT STRENGTIHENED OUTBOARD/EXTERIOR

LITE, 1/2" AIR SPACE, 1/4" HEAT STRENGTIHENED OUTBOARD/

INTERIOR LITE, 0.100 PVB INTERLAYER, 1/4" HEAT STRENGTIHENED

INBOARD LITE. GLAZING IS AN INTEGRAL PART OF IMPACT

RESISTANT WINDOW ASSEMBLY SYSTEM AND MUST MEET LARGE

MISSILE IMPACT RESISTANT STANDARDS. (FOR USE IN EXTERIOR

IMPACT ALUMINUM WINDOW SYSTEMS). WIND SPEED LOADING: 177

MPH, RICK CATEGORY Ill, EXPOSURE B.

� INSTALL HOLLOW METAL DOOR AND HARDWARE. MATCH EXISTING

V:::.J HARDWARE. PAINT DOOR AND FRAME DARK BRONZE.

© CLEAN EXISTING HOLLOW METAL DOORS, FRAMES, & HARDWARE, TO

REMAIN, AFTER RUST AND GRIME REMOVAL; USE A RUST INHIBITOR

PRIMER ON EXISTING METAL DOORS AND FRAMES AND PAINT, AS

INDICATED ON DRAWINGS.

METAL DOOR PAINT COLOR: MEDIUM BRONZE

BENJAMIN MOORE ULTRA SPEC 500/LATEX/HIGH GLOSS, OR

EQUAL

© EXTERIOR DOORS ALUMINUM

CLEAN DOORS, FRAMES, AND GLASS. REMOVE DETERIORATED SEAL

AT DOORS AT BRICK WALL, AND REPAIR WITIH COLOR-MATCHED OR

CLEAR SEALANT.

© UGHTING

REPLACE EXISTING EXTERIOR LIGHT FIXTIJRES AT MECHANICAL ROOM

DOORS, AND AT SOUTIH & NORTIH ENTIRANCES, AS INDICATED ON

DWG, WITIH: 6W 3000LM LED WALL PACK LIGHT, 120-277VAC SOOK

DAYLIGHT, PHOTOCELL DUSK TO DAWN WALL PACK, 150-250W

MH/HPS REPLACEMENT, OUTDOOR SECURITY LIGHTING FIXTIJRES,

CLEAR LENS (BRONZE).•AMERICAN-MADE FIXTURES ONLY.

...C... PROVIDE LETTERS/SIGN "LIGHTIHOUSE" MATCHING "LARCHER BLVD

\:.2 CHAPEL" LETTERS/SIGN STYLE, TYPE, SIZE, AND FONT. COLOR BY

co.

KEESLER AIR FORCE BASE """'

lR1@[pl@□u" ��U@u"□@u"� @U

[L@[)"©[n)@[)" �[n)@[pl®� D [8,J'?(Q)®

G

F

E

D

C

B

- - - ---------------- ---l A

-/ITT!>

{c;t,lef of i:;.ontracta P'Hlgn) (c.hlaf of Engineering)

A. MARASCA G. REED

�' a1:atJi: �

L. ASHLEY G. REED 118" • 1'-0"

l'ftAWN: PATE: l"fl,O.UT �:

LASHLEY 04 Aug2020 MAHG11-1161

Bldg. 3709 - Larcher Chapel DRAW� N.MrlfR:

A2..1 - Bldg. Elevations

9-eer 5 tiF

1 0

1557824398E Text Box

1557824398E Text Box

1557824398E Text Box

D

C

B

A

RB..OCAlED l>OltlSPOU'J Will-I SIDE DISCHARGE.

2j" 2j"

-111 111'��111T-, , ,-rnlllr1 _2·,,TTTu_TTT-1 , ,ll CONCRETE SWAI E DETAIi N1S w

�3

��=-----S a

�N

EAST ENTRY DRAINAGE

3 0 SCALE:1/8"=1'-0"•

E

NOTE: EXISTING DISABLED PARKING DETAL IS NOT TO SCALE. lEXT AND DIMENSIONS ARE SCALED PROPERLY FOR ¾• - 1'-o• VIEV!PORT.

NOTE: DISABLED PARKING DET,',IL IS NOT TO SCALE, TEXT AND

Dlt,ENSlc».IS ARE SCALED PROPERLY FCR �• - 1'-o" VIEWPOOT.

DISABLED PARKING ...

HANOICAP SYMBOL

USE 4• WDE 81..UE STRIPING FCR AU.

HC PARKING

ADD HC S'l'NBOl.S, SIGNAGE, AICl SffllPING TO EXISTING PARKING

SPACES AS SHOWN ON PLAN

*FOR REFERENCE ONLY.

RE-STRIPE EXISTING PARKING

LOT. INCLUDE ACCESS. PARKING.

FOR REFERENCE ONLY

EXISTING LOT - RE-STRIPE PARKING

SCALE: N. T.S - REF. ONLY

1 2

DISABLED PARKING ""

HANDICAP S'r'MBa.

USE +• WIDE BLUE

STRIPING FCR ALL

HANDICAP PARQIG

NORTH

s

3.0

63'-0'

\/\J

.. A I�

JV

E •. I w

FOR REFERENCE ONLY s �N

EXISTING NEW GUTTERS & DOWNSPOUTS .,;('

SCALE: N. T.S. - FOR REF. ONLY E

NORTH

,, 27'-0"

ONCRETE SPLASH BLOCK

6 7 8

GENERAL NOTES

1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND

CONDITIONS

PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING

OFFICER OF ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF

THE WORK AS DESIGNED. DRAWINGS/DETAILS ARE FOR REFERENCE

ONLY - ACTUAL DETAILS MAY VARY.

2. CONTRACTOR SHALL PROTECT BUILDING FROM DAMAGE.

REPLACE ALL DAMAGED ITEMS EQUAL TO OR BETTER THAN

PREDAMAGED CONDITION.

3. CONFINE ALL WORK TO SPECIFIC AREAS AS DESIGNATED IN THE

SCOPE OF WORK.

4. ALL MATERIALS TO BE DEMOLISHED SHALL BE REMOVED FROM

9 1 0

REMOVAL KEY NOTES

DRAINS GUTTERS AND SOFFIT

<"'1' REMOVE EXISTING DOWINSPOUTS FROM CAST IRON BOOTS. SECURE BOOTS G

\..:...J TO WALL, PRIME AND PAINT. PREPARE TO INSERT NEW DOWINSPOUT INTO

BOOT.

@ REMOVE EXISTING GUTTERS AND DOWNSPOUTS, AND REPLACE WITH NEW

GUTTERS AND DOWNSPOUTS.

(}) PRIOR TO PRESSURE WASHING, INSPECT SOFFIT FOR DAMAGES AND

REPAIR. REPAIR SOFFIT TO ADDRESS MOISTURE PENETRATION, SPLITTING,

CORROSION, AND/OR CRACKS

THE SITE AND DISPOSED OF OFF-SITE IN A LEGAL LANDFILL. ,.;,;-... PARKING

CONTRACTOR IS NOT ALLOWED TO STOCKPILE DEMOLITION MATERIALS \::..J REMOVE DIRT, DEBRIS, AND OLD PAINT FROM PARKING LOT, AND PREPAR ON SITE; ALL MATERIALS TO BE REMOVED IN A TIMELY FASHION. TO RESTRIPE AND PAINT PARKING LOT AND ADA/HANDICAP ACCESSIBLE

5. IF THERE ARE DIFFERING CONDITIONS IN TIHE FIELD FROM THE PARKING SPACES.

SOW, SPECIFICATIONS, AND OR DRAWINGS, THE CONTRACTOR SHALL

CONTACT TIHE CONTRACTING OFFICER IMMEDIATELY PRIOR TO � SIGN AGE

PROCEEDING WITIH ANY WORK. \:::../ REPLACE PARKING SIGN PLACARDS FOR WING CHAPLAIN AND

6. CONTRACTOR SHALL PROVIDE PROJECT MANAGER/LOCKSMITH SUPERINTENDENT AT PARKING LOT, AND REPLACE WITH NEW SIGNS.

ALL REMOVABLE CORES PRIOR TO PROJECT CLOSEOUT. BASE

LOCKSMITH WILL INSTALL AND RE-KEY CORES AFTER PROJECT A'-. REMOVE TREES (2) AND BUSH (1) FROM THIS AREA. REGRADE AREA TO

._c_L_ o_s_E _o _uT_. _____________________ ---!\:::..J SLOPE AWAY FROM BUILDING. CUT OPENINGS AT 4" WIDE, IN EXISTING

CONCRETE LANDSCAPE BORDER FOR DRAINAGE FLOW. F

38'-6'

26' -0' L 12'-6"

·1

REMOVE EXISTING DO'MIISPOUTS

,,,-AND CONCRETE SPLASH BLOCKS;

L..__ , RELOCATE TO NEW LOCATION

(*DS 2)

\_ RELOCATE NEW

DOl'vNSPOUTS TO

THIS AREA.

�B,.,._

Q)(DS

..-1 )-r/ _ ____ ---, �\:..J% ''---I '/ REMOVE EXISTING GUTTERS &:

\:::.J

-□O'MI.ISPOUTS. AND REPLACE.

6 7

*IT IS ANTICIPATED THAT HAZARDOUS MATERIAL WILL BE ENCOUNTERED

DURING THE COURSE OF WORK.

LBP - POSITIVE FOR LBP FRONT ENTRANCE METAL WINDOW CASING,

METAL DOORS/CASING. NEGATIVE ON WINDOW FRAME WOOD, PAINTED

GLASS WINDOWS, AND WOOD SOFFITS ..

(DS)

R

*CONTRACTOR TO FIELD VERIFY

ALL DIMENSIONS AND CONDITIONS.*

(NIC)

Cos)

(*DS -1)

(*DS -2)

ROOF (NIC)

*BLOCKED ITEM: (NIC) NOT IN CONTRACT;

DOES NOT PERTAIN TO TIHIS PROJECT.

DOWINSPOUT LOCATION

(1) DOWNSPOUT *NEW LOCATION

(2) DOWNSPOUTS *NEW LOCATION

PROVIDE AND INSTALL NEW

DRAINS, GUTTERS, AND SOFFIT

REPLACE EXISTING METAL GUTTERS, DOWINSPOUTS, AND EDGE STRIP

WITH NEW ALUMINUM GUTTERS, DOWNSPOUTS, AND EDGE STRIP

(COLOR: DARK BRONZE). PROVIDE METAL FLASHING WHERE LOW

WALL AND GUTTER ABUT ROOF. RELOCATE DOWNSPOUTS AND

REMOVE SPLASH PAD TO PROPER LOCATION, AS SHOWN ON

DRAWINGS.

DOWNSPOUTS SHALL BE MIN. 3IN.X4IN. (3"X4"), DARK BRONZE,

ALUMINUM, UNLESS NOTED OTHERWISE.

GUTTERS SHALL BE MIN. 5IN., DARK BRONZE, K-STYLE ALUMINUM,

TO INCLUDE GUTTER COVERS/GUARDS.

GUTTER COVERS/GUARDS SHALL BE MIN. 5IN. WIDE WITH RUST

RESISTANT ALUMINUM/STAINLESS STEEL MICRO-MESH

CONSTRUCTION, EASY TO INSTALL WITH SNAP /LOCK-IN FILTER, OR

EQUAL.

GUTTER COVERS/GUARDS BY:

1) SPECTRA METALS (ARMOUR LOCK GUTTER GUARDS)

2) GUTTERGLOVE (GUTTER GUARD)

3) INVISAFLOW (METAL LOCK-IN GUTTER GUARD)

USE GUTTER HANGERS TO MOUNT GUTTERS TO FASCIA, EVERY

1 BIN. TO 24IN. ALONG GUTTER LENGTH.

USE K-STYLE DROP OUTILETS AT EACH DOWNSPOUT LOCATION, TO

DIVERT WATER AWAY FROM GUTTER INTO THE DOWNSPOUT (COLOR:

DARK BRONZE).

SECURE CAST IRON DOWINSPOUT BOOT TO WALL. CLEAN AND PAINT

DARK BRONZE. ACCOUNT FOR ALL BOOTS AT DOWNSPOUTS.

INSERT NEW DOWNSPOUTS INTO BOOT AS REQUIRED. INSTALL NEW

BOOTS IN AREAS THAT ARE MISSING.

PRIOR TO PRESSURE WASHING, INSPECT SOFFIT FOR DAMAGES AND

REPAIR. REPAIR SOFFIT TO ADDRESS MOISTURE PENETRATION,

SPLITTING, CORROSION, AND/OR CRACKS.

PARKING

RE-STRIPE EXISTING PARKING SPACES AND PROVIDE ACCESSIBLE

PARKING SPACES AS REQUIRED BY THE ADA STANDARDS FOR

ACCESSIBLE DESIGN. PROVIDE ACCESSIBLE PARKING SPACES FOR VAN

AND CARS WITH AN ACCESS AISLE. IDENTIFY PARKING SPACES WITH

INTERNATIONAL SYMBOL OF ACCESSIBILITY. INSTALL WHEELSTOPS AT

ACCESSIBLE PARKING AND PAINT TO IDENTIFY PARKING. USE MDOT

APPROVED PAINT TO ENSURE STRIPING LAST AS LONG AS POSSIBLE TO

WITHSTAND MODERATE TRAFFIC AND FADING.

*REFERENCE: ADA STANDARDS FOR ACCESSIBLE DESIGN

(2BCFR PART 36): A§ 4.1.6 PARKING AND PASSENGER LOADING ZONES

WWW.ADA.GOV (SECTIONS 208 & 502 PARKING SPACES, SECTION 206

ACCESSIBLE ROUTE)

REPAINT EXISTING PARKING SPACES ACCORDING TO EXISTING LAYOUT.

TYPICAL PARKING STALLS ARE 9 FEET BY 18 FEET. STRAIGHT-IN STALLS

ARE AT 90 DEGREE ANGLES, WITH MINIMUM REQUIREMENTS FOR TIHE

AISLE AT 20 FEET. ANGLED STALLS THAT ARE ON 45 TO 60-DEGREE

ANGLES USUALLY HAVE 16-FOOT AISLES. PARALLEL PARKING SPACES

WITH: ONE-WAY AISLE NEED AT LEAST 12 FEET; TWO-WAY TRAFFIC

NEED A 22-FEET AISLE.

COLORS - STANDARD COLOR FOR PARKING SPACE MARKINGS IS WHITE.

YELLOW DESIGNATES AREAS NOT AVAILABLE FOR PARKING, SUCH AS

PAINTED ISLANDS AT END OF PARKING ROWS. BLUE DESIGNATES

HANDICAPPED-ACCESSIBLE SPACES. RED CURBS DENOTE FIRE LANES

WHERE PARKING IS PROHIBITED.

SIGNAGE

REPLACE PARKING SIGN PLACARD WITH NEW AT WING CHAPLAIN

AND SUPERINTENDENT PARKING, AT PARKING LOT.

AR 1$1X,ATJON ..¥P TRANINE:i at..fMW

KEESLER AIR FORCE BASE

O'FIC.f. OF c;.ML ENE:i11ti:R$ lR1@�@l□[f �)l�@[f□@[f� @l� l®rr©[n)@rr �[hi®�@� □ �:3)1@@

SllMITTED:

(c.hief of '-ontracts Pesign)

A. MARASCA

DE51E'll\6r. aE!,KED;

L. ASHLEY G. REED

(c.hiel of Engineering)

G.REED

VARIES

L.ASHLEY

PATE: f'l¼E(.T �:

04 Aug2020 MAHG 11-1161

Bldg. 3709 - Larcher Chapel [;RAWNE';I N.MrlER::

A3.0 - Drains.Gutters & Parking

� 6 a- 7

1 0

E

D

C

B

A

D

C

B

A

1-1/2" MTL STUDS-----...

@ 16" o.c.

;" DENSGLAss-----...

SHEATHING

EXTERIOR EIFS FINIS,t1-----, SYSTEM W/ 1• INSULATION

WATERPROOFING MEMBRANE--------...

SELF ADHERED WATERPROOFINl;-----, MEMBRANE OVER METAL

FLASHING DRAINAGE PLANE

CONTINUOUS METAL,-----.

HEAD FLASHING

NEW IMPACT EXTERIOR:------.

FRAME AND GLAZING

SYSTEM. COLOR: DARK

BRONZE

WINDOW HEAD DETAIL

SCALE: 3"=1 '-0"

NEW IMPACT EXTERIOR:-----------.

FRAME AND GLAZING

SYSTEM. COLOR: DARK

BRONZE

METAL FLASHING/EXTERIOR EIFS:-----...

FINISH SYSTEM BEYOND

4" BRICK SILL BEYOND,-----------..

5"l,, CONTINUOUS SEALANT A T,-------===..

-._-,---P"-:-TTJ1,--{ PERIMETER OF OPENING

WITH METAL ENCLOSURE STRIP

WOOD BLOCKING AS NEEDEn----�_.

EXISTING AIR SPACE---------

2 WINDOW JAMB DETAIL

A3.1 SCALE:3"=1'-0"

NEW IMPACT EXTERIOR:----�

FRAME AND GLAZING

SYSTEM. COLOR: DARK

BRONZE

EXTERIOR SEALANT----�

JOINT WITH WEEPS

CONTINUOUS METAL,------.__

FLASHING

CONTINUOUS WATERPROOFING-----,

OVER SHEATHING

AND DRAINAGE PLANE

EXTERIOR FINISH EIF:,-----,

SYSTEM W/ 1" INSULATION

n DENSGLAS

SHEATHING

1-1/2" MTL STUDS' ____ _.,.

@ 16" o.c.

WINDOW SILL DETAIL

SCALE:3"=1'-o"

5" l ,, ,,,,----EXISTING 8" CMU

,,,,---TREATED WOOD SHIM

,,,,----t:ONTINUOUS BACKER

ROD AND SEALANT

EXTERIOR EIFS FINISHI---.__

SYSTEM, HEAVY FINISH,

LIGHT SAND COLOR

NEW IMPACT EXTERIOR:--�

EQ

FRAMES WITH GLAZING. ----------� COLOR: DARK BRONZE

Ir---.

7'-10"

EQ

EQ

;i i

N

I _("W I 12\ �

-------MAINTAIN INTERIOR FINISH

!�� •,v� �---1 f----------llf-----+---�1

PER THE EXISTING CONDlllONS

OF THE ROOM. PAINTED CMU.

FINISH TYPICAL. VERIFY INTERIOR

EXISTING CONDITIONS

OF ROOM AT THAT OPENING

WHERE WINDOW IS BEING

REPLACED.

EXTERIOR EIFS FINIS:tt--------

SYSTEM, HEAVY FINISH,

LIGHT SAND COLOR

1-1/2" REVEAL.---------

\./IND□\./ TYPE D

"-----+.IAINTAIN INTERIOR FINISH

PER THE EXISTING CONDITIONS

OF THE ROOM. PAINTED CMU.

FINISH TYPICAL. VERIFY INTERIOR

EXISTING CONDlllONS

OF ROOM AT THAT OPENING

WHERE WINDOW IS BEING

REPLACED.

�---F'XISTING 8" CMU

---<-ONTINUOUS BACKER

ROD AND SEALANT

�--TREATED WOOD SHIM

,-------t;ONTINUOUS BACKER

ROD AND SEALANT

,-------,.,RE-FINISHED ALUMINUM SUBSILL W/INTEGRAL

END DAMS; EXTEND BACK LEG TO TOP OF

FRAME TYP; SEAL END DAMS OF SUBSILL PAN

TO JAM SIDES AND TOOL SEALANT JOINT

ALONG TOP TYPICAL

,,,,----MAINTAIN INTERIOR FINISH

PER THE EXISTING CONDITIONS

OF THE ROOM. PAINTED CMU.

FINISH TYPICAL. VERIFY INTERIOR

EXISTING CONDlllONS

OF ROOM AT THAT OPENING

WHERE WINDOW IS BEING

REPLACED.

�---TREATED WOOD SHIM

----EXISTING 8" CMU

3 4

A3.1

A3.1

ELEVATIONS - WINDOW TYPES

SCALE: 3/8" = 1 '-0"

EXISTING 8" CM .._ _ _,,

EXISTING CONCRETE SLA------,.

WINDOW SILL DETAIL AT SLAB

SCALE:3'=1 -0

O>

I r---

O>

I N

2'-0" f f EXTERIOR EIFS FINISfi: .. -:---�-c;-c:-ccc--,....,--; __ _,,,_ _ _,,_ ��1l�

A

��A��� ISH, I�<_\:·:,:

NEW IMPACT EXTERIOR:---------I ��

FRAMES WITH GLAZING. ""r---..COLOR: DARK BRONZE I "-

I

(0 I

---'I, -:.i-r,\ y

'<I" I r---

N

\./IND□\./ TYPE B

,,---i-1/2" MTL STUDS @ 16" o.c.

(0 I

O>

,,,,----a'' DENSGLASS SHEATHING

EXTERIOR EIFS FINIS:.H--k

SYSTEM, HEAVY FINISH,

LIGHT SAND COLOR

NEW IMPACT EXTERIOR-t-t--._

FRAMES V.,TH GLAZING.

COLOR: DARK BRONZE

I

2' -8"

12\

-:.i-

O>

I N

1 0

G

0 F

N �

'<I" I

EXTERIOR EIFS FINISi:H--h'",·- •, > • · , • '< · ,•c

SYSTEM, HEAVY FINISH, [::):'.::: ::r:;:::::._\/ LIGHT SAND COLOR :-:-:c";., t:°-'· ;:·,'.i/''

[:i�jj;)0��j E -

\./IND□\./ TYPE C

GENERAL NOTES

NOTE: ALL WINDOW OPENINGS FOR WINDOW REPLACEMENT MUST BE

FIELD VERIFIED PRIOR TO CONSTRUCTION TO ENSURE CORRECT WINDOW

SIZES ARE INSTALLED ALONG WITH ANY OTHER CONDlllONS THAT FALL 0 WITHIN THE SCOPE OF WORK.

1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDlllONS

PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING

OFFICER OF ANY CONDlllONS DETRIMENTAL TO THE COMPLETION OF

THE WORK AS DESIGNED. DRAWINGS/DETAILS ARE FOR REFERENCE

ONLY - ACTUAL DETAILS MAY VARY.

2. CONTRACTOR SHALL PROTECT BUILDING FROM DAMAGE. REPLACE

ALL DAMAGED ITEMS EQUAL TO OR BETTER THAN PREDAMAGED

CONDITION.

3. CONFINE ALL WORK TO SPECIFIC AREAS AS DESIGNATED IN THE

SCOPE OF WORK.

4. ALL MATERIALS TO BE DEMOLISHED SHALL BE REMOVED FROM

.,,----t;ONTINUOUS WATERPROOFING OVER

SHEATHING AND DRAINAGE PLANE

THE SITE AND DISPOSED OF OFF-SITE IN A LEGAL LANDFILL.

CONTRACTOR IS NOT ALLOWED TO STOCKPILE DEMOLITION MATERIALS

ON SITE; ALL MATERIALS TO BE REMOVED IN A TIMELY FASHION.

5. IF THERE ARE DIFFERING CONDITIONS IN THE FIELD FROM THE

SOW, SPECIFICATIONS, AND OR DRAWINGS, THE CONTRACTOR SHALL

CONTACT THE CONTRACTING OFFICER IMMEDIATELY PRIOR TO

PROCEEDING WITH ANY WORK.

.,,---tXISTING BRICK BEYOND

,,-------t.XTERIOR FINISH EIFS

SYSTEM W/ 1" INSULATION

.,-----STARTER TRACK WITH WEEPS

.,-----BACKER ROD AND SEALANT

7 8

6. CONTRACTOR SHALL PROVIDE PROJECT MANAGER/LOCKSMITH ALL

CREMOVABLE CORES PRIOR TO PROJECT CLOSEOUT. BASE LOCKSMITH

W1LL INSTALL AND RE-KEY CORES AFTER PROJECT CLOSEOUT.

Rat15k:iN PAre

AR 1$1X,ATJON ..¥P TRANINE:i at..fMW

KEESLER AIR FORCE BASE

O'FIC.f. OF c;.ML ENE:illti:R$ lR1@�@l□[f �)l�@[f□@[f� @l� l®rr©lhl@rr �lhl®�@� □ �:3)1@@

SllMITTED:

(c.hief of '-ontracts Pesign)

A. MARASCA

DE51E'll\6r. aEt,1(51;

L, ASHLEY G. REED

� PATE:

L,ASHLEY 04 Aug 2020

(',hie! of Engineering)

G.REED"""'

VARIES

f'Rt\EC,T �:

MAHG 11-1161

Bldg. 3709 - Larcher Chapel [;RAWNE';I N.MrlER::

A3.1 DETAILS

� 7 a- 7

1 0

B

A