SPECS-DRAWINGS_1-5.pdf

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, , __ I' 'II :· ' /' •REFER TO ELEVATION 10/A51D• - '

I I -- I ~lii·l~: II~ II ~lllli I~ ili:::t::::il:""i :1 I I NdYAREAWAY-----+------, ~""''' WINDOW AND

'EW 14LUM. INSUL, PANEL

EXH4UST DUCT, SEE DEL

REFER TO

FOR AREAS

-'1.-----:------ ""-' L.n '" nn ... ..., '' DWGS FOR DUCT I V i -.l?r-------------- - -- • -" I; '" , -·- -"' . 'i ~ -- - - -;z· . ·ru ____ ,,,::_'=.":: . ..----- :7:7 i :

ALUMI UM WINDOWS TO\ I :>"ii'' I,, /--~- , - . • ---------------

-~~~£JN:;E I -- : : rFI ~ - / - i -

NEW STORAGE RACKS

EXISTG, 25 GAL

REFER TO ELEVATION - -- ... , ... ,

--·--v·--

PROVIDE 2HR RATED CMU (U906)

~T EXISTG. STAIR ENCLOSURES,

MATCH EXISTG. WALL THICKNESS.

TYP.

EXISTG. ALUMINUM WINDOWS TO ____]

REMAIN, REMOVE ANO REPLACE

INTERIOR WOOD 11"~. JYP

REFER TO GENERAL NOTE #1

-~· 1

NEW cONcRETE sLAB IN~~L~

REFER TO DETI'JL

NEW GRILLES (2) INSTALL~;EW~ / II UNTELS. JYP @ ALL NEW!

HEAT PUMPS SERVING C r=·==;<'~===!J . -· I 7

NEW DRINKING FOUNTI'JN

STANDING HEIGHT.

NEW DOORS, H.M; Cl UTIUTI'JRIAN SPACES, I.E. JAN,, MECHANICAL RMS. WOOD AT ALL OTHER SPACES,

- FRAME!; SHALL BE H.M. WELDED

··REFER TO DWG, M01 FOR DR. SCHEDULE AND

DEAL.:S

";i;;

(D-~_9~~~-HALL ZERO DI;CK FLOOR PLAN

NOTES.

I. REPLAGE CONCRETE SLAB HITH 4000 PSI GONGRETE. FINISH NEH SLAB FLUSH HITH EXISTING

FLOOR SLAB. REINFORC.E W bx6-H2_qxVQ_q H.H.F.

2. c.oMPAGTED FINE A66RE6ATE FILL GOMPACTED TO q5% MAXIMJM DRY DENSITY IN

ACGORDANGE HITH ASTM Dl551. Pl-"CE BACKFILL IN MAXIMJM 8" DEEP LAYERS.

3. NEH PIPE OR ELECTRICAL GONDUIT. REFER TO MECHANICAL AND ELECTRICAL DRAYIINGS

FOR LOCATION, EXTENT, AND PITCH REQUIREMENTS.

WN.TINUOUS I" DEEP

X% WIDE SAW GUT

(EACH SIDE)

NOl£2

4" MIN.

REMOVE EXISTG.

SLAB AS REQl?.

SEE PLAN

--~~~-1--"---. xb ·- .=:t-X~ . .,., NOTE 3 ·---·- JJ, ~

.. I .. . ItT:¢

4"/MIN.

~ PROVIDE NEH CONGRETE SEALER

OVER NEH CONGRETE SLAB, FULL

HIDTH JT. TO JT. -RE EXPOSED.

FINISH SHALL MATCH ADJACENT

EXISTG. SEALED CONCRETE.

#4 SMOOTH DOHELS 2'-<J" LONG,

DRILLED INTO EXISTING SLAB @

24' O.G. HITH EPOXY ADHESIVE

AND b" EMBEDMENT

EXISTING FLOOR SLAB

UNDERSLAB PIPING AT

EXISTING CONCRETE FLOOR SLAB

Nar TO SCALE

NOTE #7 OWG. A1DL1

NOT IN CONTRACT

1...':====' [_ .,_

NEW DRYERS EXHAUST --t1--------, STACK REFER TO MECH, A

B'-D"±

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GORR.

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· ·GORR.

-I.JOOA I

6" CMU PI'JRTTION nlLl . ·.- • ~ TO BOTTOM OF STJlU~ . f':::\"----., .. ,-.. REFER TO DWG. Gob2 FOR - PARTmnN TYPES AND

CONCRETE SlAB

TO DETAIL 2/A101.

·VEST~

I J01> I

TRASH

ROOM

I J" I I J

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MAILROOM , ~~u ._ ·-=~ I'

NEW S.S. SERVICE COUNTER

OVERHEAD GRILLE,

A

'I 11--= PI'JNT EXISTG. ELEVATOR

LJr-----11 DOOR AND JAMB.

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1.

GENERAL NOTES

AT ALL EXISTG. EXTERIOR WINDOWS THE FOLLOWING

SHALL BE PREFORMED-EXISTG. ALUM. SINGLE HUNG

WINDOWS SHALL REMAIN, REMOVE ALL EXISTG. INTERIOR

WOOD TRIM(SILLS, JAMB AND HEAD), REPAIR/REPLACE

ANY WATER DAMAGED WOOD BLOCKG AND INSECT

SCREENS. INSTALL NEW WOOD TRIM, MATCH EXISTG.

SIZE OF REMOVED. REMOVE ALL AIR CONDITIONING

WINDOW UNITS AND ASSOCIATED METAL FILLER PANELS

AND INSTALL NEW ALUM. SINGLE HUNG WINDOW UNIT TO

MATCH ADJACENT EXISTG.

ALL NEW CMU WALLS SHALL RUN FULL HEIGHT FROM

FINISH CONCRETE FLOOR TO UNDERSIDE OF EXISTG.

CONCRETE DECK, 9' -8"± OR UNDERSIDE OF

INTERSECTING CONCRETE BEAM 8'-8", REFER TO DWG.

S401 FOR STRUCTURAL CMU DETAILS AND NOTES.

WHERE NEW CMU WALLS CAN NOT EX1END TO THE

UNDERSIDE OF THE DECK DUE TO EXISTG. UTILITIES

RUNNING BELOW PARALLEL TO THE WALL REFER TO

DETAIL 2/G001.

AT ALL NEW HEAT PUMP INSTALLATIONS IN NEW AND

EXISTG. BLOCK WALLS PROVIDE THE FOLLOWING-WHERE

INSTALLED IN EXISTG. BLOCK WALLS lYPICALLY

CORRIDORS, REMOVE EXISTG. BLOCK TO PROVIDE NEW

OPNG. AND INsTALL Nl;:w LINTELS.

WHERE GRILLES ARE 8EINC. INSTALLED IN NEW CMU

WALLS PROVIDE NEW LINTELS TO SUPPORT OPNG.

REFER TO HVAC DWGS. FOR LOCATIONS AND SIZES.

AT INSTALLATION OF NEW HEAT PUMPS IN NEW GYP.

BD. ENCLOSURES REFER TO DETAIL 2/A512.

WHERE NEW DPNGS. ARE BEING PROVIDED IN EXISTG.

BLOCK WALLS, I.E. NEW DOORS, NEW GRILLES ETC.

INSTALL NEW LINTELS AND TOOTH IN NEW CMU. NEW

CMU SHOULD MATCH BOTH SIZE AND TEXTURE OF .

ADJACENT EXISTG.

FOR ALL NEW LINTELS IN BOTH EXISTG, BLOCK WALLS

WHERE NEW OPNGS. ARE INSTALLED AND NEW CMU

WALLS REFER TO LINTEL SCHEDULE ON DWG. GOOD,

WHERE REMOVAL OF EXISTG. FLOOR SLAB IS

PREFORMED TO ACCOMMODATE N8N UNDERGROUND

PIPING SHORE EXISTG. MASONRY WALLS ABOVE AS

REQUIRED TO PREVENT ANY DAMAGE TO WALLS.

WHERE EXISTG. ·CONCRETE FLOOR SLAB IS BEING SAW

CUT AND REMOVED TO INSTALL NEW UNDER 'SLAB

PIPING, SHORE EXI$TG. BLOCK WALLS AS REQUIRED TO

PREVENT DAMAGE TO EXISTG. WALLS.

SPACES INDICATED WITH SHADOWED AREA'S 'AREA NOT

IN CONTRACT' ARE EXISTG. SPACE WHERE NO

ARCHITECTURAL, WORK IS BEING PREFORMED.

COORDINATE WIT11 THE MEP TRA.O,cS TO VERIFY THERE IS NO· OVERLAP 'DE nmR WORK FROM ADJACENT AREAS

INTO THESE SPACES. IF WORK IS REQD. BY THE

TRADES IN· THESE AREAS ANY AND ALL ARCHITECTURAL

SUPPORT 'WORK. I.E. FINISHES, CEILINGS ETC. SHOULD

THEN BE PROVIDED: .

EXISTG.

REPAIR

CONCRETE

NOTES

WALL

I. I AT ALL EXISTG. INTERIOR FACE OF EXTERIOR CONCRETE

WALLS•'BELGW .GRAOF. THE FOI.LOWING SHALL BE

PREFORMED-wHERE CONCRETE HAS CRACKED AND

~~66~? S~~~~ND~~IS~~- W~~Wl~:T:~~g~E Aiu_EX~66~E

AND DAMAGED CONCRETE. CLEAN ALL SURFACES FREE

OF DIRT, :DEBRIS AND INSTALL NEW CONCRETE IN FILL

PATCH REPAIR. REFER TO SPECS. FOR UNIT PRICE.

2. I AT ALL EXISTG. INTERIOR FACE OF EXTERIOR CONCRETE

WALLS BELOW . GRADE THE FOLLOWING SHAlL BE

PREFORMED- .WHERE CONCRETE SURFACE HAVE WATER

DAMAGED AND. iNTERIOR PAINT FINISHING HAVE FLAKED

OFF EXPOSING CONCRETE SURFACE. CLEAN ALL

SURFACES FREE OF DIRT, LOOSE PAINT AND DEBRIS

AND INSTALL NEW CONCRETE WATER PROOFG. SYSTEM

BEFORE REPAINTING SURFACES. REFER TO SPECS. FOR

UNIT PRICE.

EXISTG. FLOOR

REFINISH/REPAIR NOTES

I.

2.

FLOOR FINISH REPAIR WORK.

SUBSTRATE PREPARATION- ALL EXISTING. CONCRETE

~~~~~E~E~Ei~~i :o~O~~~gR M~~~~~ES ~~~LLO~ETHE

FOLLOWING CONDITIONS:.

A. SUBSTRATE PREPERATION-MECHANICALLY REMOVE

ALL PAINTS AS WELL AS ALL LOOSE OR WEAK

CONCRETE, DIRT, DEBRIS AND ANY CONTAMINANTS T11AT

COULD ACT .AS A BOND BREAK VIA SHOT BLASTING OR

SIMILAR .. DO _NOT USE CHEMICALS TO PREPARE THE

SUBSTR{ITE, :NCLUDING ACID ETCHING, SWEEPING

COMPOUND~, SOLVE"TS DR ADHESIVE REMOVERS.

THOROUGHl't SWE£1° AND VACUUM TO REMOVE MATERIAL

THE~ 5ULT:NG. CONCRETE SURFACE MUST BE DEEMED

CLEAr., SOc~'D AND SOLID PRIOR TO PROCEEDING WITH

THE INSTALLATION.

B' CRACK J:RfcATMENT (DORMANT) 300+- S.F..

FILL DORMANT OCRJ\.Cl<S WITH ARDEX ARDFIX OR ARDEX

FEATHER FINISH 'OR' SIMILAR IN ACCORDANCE WITH

APPROPRIATE TECHNICAL BROCHURE.

REGARDING CRACKS, PLEASE NOTE THAT ALL MOVING

CRACKS 200+~. S.F, MUST BE HONORED UP T11ROUGH

ALL OF THE ARDEX PRODUCTS AND FINISH FLOORING

BY INSTALLING FLEXIBLE COMPOUND DESIGNED FOR THIS

USE.

C. CONTROL JOINT TREATMENT (DORMANT)

5'-Q"±X5'-Q"± GRID

FILL DORMANT CONTROL JOINTS WIT11 ARDEX ARDFIX OR

ARDEX FEATHER FINISH OR SIMILAR IN ACCORDANCE

WITH APPROPRIATE TECHNICAL BROCHURE.

REGARDING CONTROL JOINTS, PLEASE NOTE THAT ALL

MOVING CONTROL JOINTS 2D0+- S.F. MUST BE

HONORED UP THROUGH ALL OF THE ARDEX PRODUCTS

AND FINISH FLOORING BY INSTALLING FLEXIBLE

COMPOUND DESIGNED FOR THIS USE.

D. SELF-LEVELING INSTALLATION 300+- S.F.

PRIME THE PREPARED CONCRETE WITH ARDEX P 51 OR

EQUAL AND ALLOW THE PRIMER TO DRY TO A CLEAR

THIN FILM, PRIOR TO INSTALLING ARDEX K 10 OR

SIMILAR AS OUTLINED BY THE MANUFACTURER. ONCE

THE ARDEX K 10 HAS BEEN INSTALLED ALLOW

MANUFACTURERS RECOMMENDED DRYING TIME. AND TEST

FOR DRYNESS AS LISTED IN THE PRODUCT DATA

REPORT.

REFER TO SPECIFICATIONS FOR POSSIBLE MOISTURE

MITIGATION CONTROL OF EXISTG. CONCRETE SLAB IN

PREPARATION FOR NEW FLOOR FINISHES.

SYMBOL. LEGEND

DORM. -- ROOM NAME

ROOM

I 3210 I --ROOM NUMBER REFER TO DWG. A910 rl FOR ROOM FINISHES

EXISTG. PARTITION

KXXXXXXXI NEW CMU PARTITION

REFER TO GENERAL NOTE #2

NEW GYPSUM BD. PARTITION

8 NEW DOOR AND FRAME

~DENOTES DOOR TYPE, REFER TO A401

FOR DOOR SCHEDULE

EXISTG. DOORS TO REMAIN

SiGNAGE TAG.

REFER TO A920.0 FOR ELEVATION

AREA NOT IN CONTRACT

REFER TO GENERAL NOTE #7

. ,_. · . NEW CONCRETE SLAB IN FILL

. . REFER TO DETAIL 2/A1 01.1

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FLETCHERTHOMPSON

ARDHITEDTWRE EN!31NEERIN!3 INTERIDREl

BRIDGEPORT, CONNECTICLJT

HARTFORD, CONNECTICUT

SOMERSET, NEW JERSEY

NEW YORK, NEW YORK

APPROVED

ACTfllllY - SATISFACTORY TO

800.201.5592

SEAL

DATE JULY 23. 2015

APPROVED

FOR EFA FOR COMMANDER NAVFAC

DATE

A/E EFD

BS DESIGN

BS/RM ORAWN

RV REVIEW

BD QC

RV CHIEF ARCH./ ENGR.

DESIGN MANAGER

FIRE PROTECTION

BRANCH MANAGEP

DESIGN DIRECTOR

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NEW 6" CMU PARTITION FULL ------,

HIEGHT TO, BOTTOM OF STRUCTURE

ABOVE

REFER TO I DWG. G002 FOR

PARTITION lYPES AND NOTES

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-·;--/l'r~· ;;F, J!,~i t---..__ PAINT EXISTG. ELEVATOR 'F===il DODR AND JAMB.

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. f0 0Wfl Ill' I II~ ~II BOO • .

L'YJH ~j;i 1~,:

EX ~- j

. r;;.- j i I :I II I REFER TO GENERAL NOTE #1 I I _I

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:I . I0'-5 1/2' 13-oi

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~ - 'f< _ I I r ~- MAS~NKY ~r NCW ~' - ' ,~, ... ~ ' ' ' ' , , I"- Yi' : ~.::''ll\'i I 1fP I n "t. ,, ~. - .... .... r:. ' ..t 'fTG. wAJ=LEG. RO'f'M • ~ FEG NEW WASHING -~ ....... d u I I . -·· .• ' ' THIC~NES$ • (lYP.) I ElOIA I @ oc~• I«) ! .;;;:· - - '' . ' \ ' - . ... ' .

.J rNEW EAT PUMP, (10) ON NEW a• 1·/" . ././ii//-;/fj-(/·"/i-/<'. h" "" /// "·j;:-r ;',/':-;:: u. :c:-• 1-'-- _ -/'; =' ... . . .... _ . i

: · "' ' ;;;~ HIGH CONCRET '/:c<r<o:;:c//' >- '- --/// · r/ -/// ·· --J/"/ ; · ></(<<::~_;;;·- -·· , ·. b+ '', · · ...... · · · ...cc· -I -· ·· ··· · · 1

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"' ~·-~if'S!' ~ tl '~L ~;;;wz', , .. ..... ·' u , , '~ , ' , "· Sf . ,_ '""" 'if' ' fd'C' · '"' ·c · 0::: ' ",, \ - - elL - --" - , , 1/• >' '' _l_ I I il • , " ~ • !CJ '\.,,_, -: < 2<1'2· ············· ············· y;n - _ ='..'.rrC - " /;r · ···c:,bt_-, 7 F •. ___ • ;> Y'IAITIN& , , G: v ~--, --··a 1 dolT 9 G~~jj~ ~JJ?t·~~~~;;il~~·,~~::!JJ ~ :~ :1'-FE·-~0T~~~~~~c~Ai't;~ :llk"T.i r, c DW""'"'"'C::C;;L. ;'",;. 1-iC ' . - Ji - - i r H'l.l' ,.~,

• ' ~~(H• 'I" ;;;. ;;; ;;pf_,;@}{JJc ;;;; ; ( ,:" ~ ·~ 4'*' • m p j J 1 ~ ! ~ I ! N' ";,j, -~ ' 0 I, ~ -!{;;' ~ -- - ~:=-=;:lee - " · r: , -r- I r' •• 9·:-. '" , .:.,or"' , wrc= . ,_, :;;. , L', ·:'78- . ~ .

' ' ' ~jl ••••-~---········ l.. ....... , ............. ~ .l6\ r j' ;;1~ - , ·' ~ . . !• l) I;;?, !i ;;:~/; ,.,c ,;;1~,?;}. A? :;.,c;;i•, f!' i;;i) ! ;-r~ \-/ V' "" • 1f.i!7.1111t' ~c;c ~·:!- ~--------· .... _ t>~ .. . .... I_ ............. ,_ ~. ~:;. \ v 1/ :~r;rc~:r ___ r; ~ 1 1 ~r: HEAT PUMP.,, ""' 6' STOR g f~;' ~ @~I' --- ,/~ ~-y~l i~)fl r=> j"'t=~-•- ...@__,___ e ~j!'(f"J rHr-:m";-/0 1~1 "' ;/I ~ t::\ ';\!llls I 'i , , < L..CJJI I H I ! 1'1 . ! <4 I ~~ "' 0'4 '"'' - . ' '' ! "'Ciiliit ,j? 1' !!l :<:1 ~w TOR. • • D I I ... I .----------- r ' . I I lo·-o· ·;:::m:..., q'-4' " >I' - ----- .. . . . LJ .. • eJ ~ ~~ "" I hroooo : : 1;:- • tr~·~~• ~ " f-i ~ i ,, \> -/.\ '"~~ ' "' €:-}) ;,, ! '!I ~~ ; - ICl - c-_ ctfl! lj I

.I - ----l.cb-~A J (e;\Jj ..-__;,/ \UP LJL__ _..j. I ~D j> '' ,-~E EXISTG.~IN ow ANH 1 1 !!l $ '-"'oaj_ I I :j["f£+:;;- _ . _ 1 _ • 41/ If~ oo!" , "' ., ; ! ~' .. -· yo• I/ I 1-/ "' f.- . ____ .... !f.yOR2 8 WIE • I : D GHANSINS I j< L./ ....... '"t' : ~~ 1\11111 AREA II ~ Oill'OO. '"'" r uU . " .. .. . -- "'-"· ,_, ~'- . @

- =o ~ ~ '"- ~ ,, - "''"• - Ae- ~ . - t ., ~ " - - - - - -' +

PROVIDE 2HR RATED CMU (U906) - ...

AT EXISTG. STAIR E LOSURES. . I~ '<,••: ..

MATCH EXISTG. WALL HICKNES~~---..O-;c'-..=7cc, c", •.

lYP.

1-

[[UNIFORM

AREA #2

: I """ I '0 •• , ••••••••• , ' l . ' j ' i i I RJRNITIJRE - li-11 1 i:-t. ; ~ NK. -:Jf II

~: ~:: ! ••••• ~m·• ~~ ___:_- L~:: i -~J """" -·--- mu ~ -------- J i ··+ : f#=-==- -- I J ~t ,=th I

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~-~ .,.~ ~ ~· "' ·~· 00- ~. ""-~ I v ' ., .v :::~ ,.~ ID -· ~ ~~ ~-;_ WAILL MTO I

"'00~ ~CID OID!! _ e !!!C-- ·-=· '. · !-"' M ! -· ~~~

Ill· I I II EXISTG. ALUMINUM WINDOWS TO--" REMAIN, REMOVE ANb REPLACE ijl

~ 1 ·······-

II

L ! I I I I

I'. NEW CMU NEW EXHAUST STACK. ~ • ~ ;,< "' SELECT~; CONVEYOR SYSTEM ~~ WOOD BENCH LAJ I I

,~. "~"" ~ . ~· ·~ ~. . ~···~· ~-. . ---- . ,_~~,""I 8 RAMP. REFER TO 6/A6D1 FOR ' ) RU - Mol 5'-o' -...__ NEW a• REINFD WINDOW PANES IN CHANGI G ~-corn" " - - "' O!!>m - · "" · l,,;::.i, ' I Bl4 I EXHAUST TRENCH WITH ~ gg~g~ETE WAILLS WITH 6" N O T E .

y:. ~~~RAND GALV. GRATE 4 TO a;,!';~1 SLAB. REFER REFER TO. DWG. A91 D FOR ROO~ r:}. !i ~t 1 LJi.I;=I J ·ili! II 1

I, fii~EG i . . L. I .

INTERIOR WOOD TRI1, lYP

REFER TO GENERAL NOTE #1

I

- ------8

I

~ Q \.:_·· '·' I CD """' ~NISH SCHEDULE I

EXISTG. CD RAIMP WITH:~~ f•' ' I"' =· ~· ~· ~· ' EXISTG. WA MT. HANDRAL TO l\ ,~·0 \· ;!' ~~ FOR NEW CONVEYOR ,REMAIN .::-/- ::f' S\'STEM. REMOVE PORTION

-4 11'-2 1/ll' I •..q at':. "' ::j NEW DRAIN REFER TO OF EXISTG. WALL TO 'I ' ' ~ 13'-1" :j' PLUMBG. DWGS FOR ACCOMMODATE NEW

. ~ ± r\i>tJ-'-3' II J rT I '-11/2" CONNECTION TO EXISTG CONCRETE SLAB AND

I .:; _,. II/ -· . SLOPE OF CONVEYOR

NEW GRILLES (2) REMOVE I ~ i I ~j BLOCK AS REQD. AND INST 1 ~--···]1. r r · ~

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! f~l1 1. t-NOT IN ONTRACT . : I

REFER TO GENERA NOTE #7 DWG. A1 ...... -- - -- - - I - - 8

FOR AREAS DESIG ATED NOT IN CONTRACT I I sT~j PROVIDE 2HR RATED~CMu ~u~I06) r+~-----..o-NES_HALL ___________ , IIJP o I I AT EXISTG. S AIR EN LOSU . BARRY HAUL----._

I

11-.f . BA~RY HALL ZERO DECK FLQOR PLAN II

1 DORM RM.

EW CONCRETE DRYER 4?

~HAUST TRENCH WITH

RAIN AND GALV. GRATE 5

OVER At:>ol

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~\_NEW SLOPE TOP HINGED

~ DOORS

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MATCH EXIST . WALL THICK S. I R06ERS HAUL

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ALIGN WITH END OF

EXISTG. WALL

PALMER HAUL ~-

GLEVELAND HAUL B

MJRPH'f HALL

DELANO HALL

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CHECK GRAPHIC

SCALES BEFORE USING

~ Po'Swll<>ri'SS pr<>JI'ds\55550'1Pr'<11<~~.....,~1__..Bil<Fdll:l•~ &/&103 <!o21 <IJn.

I 2 I 3 I 4 l

GENERAL NOTES

I. I AT ALL EXISTG. EXTERIOR WINDOWS THE FOLLOWING

SHALL BE PREFORMED-EXISTG. ALUM. SINGLE HUNG

WINDOWS SHALL REMAIN, REMOVE ALL EXISTG. INTERIOR

WOOD TRIM(SILLS, JAMB AND HEAD), REPAIR/REPLACE

ANY WATER DAMAGED WOOD BLOCKG AND INSECT

SCREENS. INSTALL NEW WOOO TRIM, MATCH EXISTG.

SIZE OF REMOVED. REMOVE ALL AIR CONDITIONING

WINDOW UNITS AND ASSOCIATED METAL FILLER PANELS

AND INSTALL NEW ALUM. SINGLE HUNG WINDOW UNIT TO

MATCH ADJACENT EXISTG.

2. I ALL NEW CMU WALLS SHALL RUN FULL HEIGHT FROM

FINISH CONCRETE FLOOR TO UNDERSIDE OF EXISTG.

CONCRETE DECK, 9'-8"± OR UNDERSIDE OF

INTERSECTING CONCRETE BEAM 8'-8". REFER TO DWG.

S403 FOR STRUCTURAL CMU DETAILS AND NOTES.

WHERE NEW CMU WALLS CAN NOT EXTEND TO THE

UNDERSIDE OF THE DECK DUE TO EXISTG. UTILITIES

RUNNING BELOW PARALLEL TO THE WALL REFER TO

DETAIL 2/G001.

9. I AT ALL NEW HEAT PUMP INSTALLATIONS IN NEW AND

EXISTG. BLOCK WALLS PROVIDE THE FOLLOWING-WHERE

INSTALLED IN EXISTG. BLOCK WALLS TYPICALLY

CORRIDORS, REMOVE EXISTG. BLOCK TO PROVIDE NEW

OPNG. AND INSTALL NEW LINTELS.

WHERE GRILLES ARE BEING INSTALLED IN NEW CMU

WALLS PROVIDE NEW LINTELS TO SUPPORT OPNG.

REFER TO HVAC DWGS. FOR LOCATIONS AND SIZES.

AT INSTALLATION OF NEW HEAT PUMPS IN NEW GYP.

BD. ENCLOSURES REFER TO DETAIL 2/A512 .

4. I WHERE NEW OPNGS. ARE BEING PROVIDED IN EXISTG.

BLOCK WALLS, I.E. NEW DOORS, NEW GRILLES ETC.

INSTALL NEW LINTELS AND TOOTH IN NEW CMU. NEW

CMU SHOULD MATCH BOTH SIZE AND TEXTURE OF

ADJACENT EXISTG.

5. I FOR ALL NEW LINTELS IN BOTH EXISTG. BLOCK WALLS

WHERE NEW OPNGS. ARE INSTALLED AND NEW CMU

WALLS REFER TO LINTEL SCHEDULE ON DWG. GOOO.

WHERE REMOVAL OF EXISTG. FLOOR SLAB IS

PREFORMED TO ACCOMMODATE NEW UNDERGROUND

PIPING SHORE EXISTG. MASONRY WALLS ABOVE AS

REQUIRED TO PREVENT ANY DAMAGE TO WALLS.

6. I WHERE EXISTG. CONCRETE FLOOR SLAB IS BEING SAW

CUT AND REMOVED TO INSTALL NEW UNDER SLAB

PIPING, SHORE EXISTG. BLOCK WALLS AS REQUIRED TO

PREVENT DAMAGE TO EXISTG. WALLS.

1. I SPACES INDICATED WITH SHADOWED AREA'S 'AREA NOT

IN CONTRACT' ARE EXISTG. SPACE WHERE NO

ARCHITECTURAL WORK IS BEING PREFORMED.

COORDINATE WITH THE MEP TRADES TO VERIFY THERE IS

NO OVERLAP OF THEIR WORK FROM ADJACENT AREAS

INTO THESE SPACES. IF WORK IS REQD. BY THE

TRADES IN THESE AREAS ANY AND ALL ARCHITECTURAL

SUPPORT WORK, I.E. FINISHES, CEILINGS ETC. SHOULD

THEN BE PROVIDED.

EXISTG.

REPAIR

CONCRETE

NOTES

WALL

I. AT ALL EXISTG. INTERIOR FACE OF EXTERIOR CONCRETE

WALLS BELOW GRADE THE FOLLOWING SHALL BE

PREFORMED-WHERE CONCRETE HAS CRACKED AND

SPALLED AWAY DUE TO WATER INFILTRATION AT EXISTG.

WINDOW SILL IN EXISTG. AREAWAYS, REMOVE ALL LOOSE

AND DAMAGED CONCRETE. CLEAN ALL SURFACES FREE

OF DIRT, DEBRIS AND INSTALL NEW CONCRETE INFILL

PATCH REPAIR. REFER TO SPECS. FOR UNIT PRICE.

2. I AT ALL EXISTG. INTERIOR FACE OF EXTERIOR CONCRETE

WALLS BELOW GRADE THE FOLLOWING SHALL BE

PREFORMED- WHERE CONCRETE SURFACE HAVE WATER

DAMAGED AND INTERIOR PAINT FINISHING HAVE FLAKED

OFF EXPOSING CONCRETE SURFACE. CLEAN ALL

SURFACES FREE OF DIRT, LOOSE PAINT AND DEBRIS

AND INSTALL NEW CONCRETE WATER PROOFG. SYSTEM

BEFORE REPAINTING SURFACES. REFER TO SPECS. FOR

UNIT PRICE.

EXISTG. FLOOR

REFINISH/REPAIR W' I I '

I. FLOOR FINISH REPAIR WORK.

SUBSTRATE PREPARATION- ALL EXISTING CONCRETE

FLOORS RECEIVING NEW FLOOR FINISHES SHALL BE

PREPARED IN THE FOLLOWING MANNER BASED ON THE

FOLLOWING CONDITIONS.

A. SUBSTRATE PREPERATION-MECHANICALLY REMOVE

ALL PAINTS AS WELL AS ALL LOOSE OR WEAK

CONCRETE, DIRT, DEBRIS AND ANY CONTAMINANTS THAT

COULD ACT AS A BOND BREAK VIA SHOT BLASTING OR

SIMILAR. DO NOT USE CHEMICALS TO PREPARE THE

SUBSTRATE, INCLUDING ACID ETCHING, SWEEPING

COMPOUNDS, SOLVENTS OR ADHESIVE REMOVERS.

THOROUGHLY SWEEP AND VACUUM TO REMOVE MATERIAL.

THE RESULTING CONCRETE SURFACE MUST BE DEEMED

CLEAN, SOUND AND SOLID PRIOR TO PROCEEDING WITH

THE INSTALLATION.

B. CRACK TREATMENT (DORMANT) 300+- S.F.

FILL DORMANT CRACKS WITH ARDEX ARDFIX OR ARDEX

FEATHER FINISH OR SIMILAR IN ACCORDANCE WITH

APPROPRIATE TECHNICAL BROCHURE.

REGARDING CRACKS, PLEASE NOTE THAT ALL MOVING

CRACKS 200+- S.F. MUST BE HONORED UP THROUGH

ALL OF THE ARDEX PRODUCTS AND FINISH FLOORING

BY INSTALLING FLEXIBLE COMPOUND DESIGNED FOR THIS

USE.

C. CONTROL JOINT TREATMENT (DORMANT)

5'-0"±XS'-0"± GRID

FILL DORMANT CONTROL JOINTS WITH ARDEX ARDFIX OR

ARDEX FEATHER FINISH OR SIMILAR IN ACCORDANCE

WITH APPROPRIATE TECHNICAL BROCHURE.

REGARDING CONTROL JOINTS, PLEASE NOTE THAT ALL

MOVING CONTROL JOINTS 200+- S.F. MUST BE

HONORED UP THROUGH ALL OF THE ARDEX PRODUCTS

AND FINISH FLOORING BY INSTALLING FLEXIBLE

COMPOUND DESIGNED FOR THIS USE.

D. SELF-LEVELING INSTALLATION 300+- S.F.

PRIME THE PREPARED CONCRETE WITH ARDEX P 51 OR

EQUAL AND ALLOW THE PRIMER TO DRY TO A CLEAR

THIN FILM, PRIOR TO INSTALLING ARDEX K 10 OR

SIMILAR AS OUTLINED BY THE MANUFACTURER. ONCE

THE ARDEX K 10 HAS BEEN INSTALLED ALLOW

MANUFACTURERS RECOMMENDED DRYING TIME. AND TEST

FOR DRYNESS AS LISTED IN THE PRODUCT DATA

REPORT.

2. I REFER TO SPECIFICATIONS FOR POSSIBLE MOISTURE

MITIGATION CONTROL OF EXISTG. CONCRETE SLAB IN

PREPARATION FOR NEW FLOOR FINISHES.

SYMBOL LEGEND

DORM. -- ROOM NAME

ROOM

I 021o I-- ROOM NUMBER REFER TO DWG. A910 (1 FOR ROOM FINISHES

EXISTG. PARTITION

KXXXXXXXI NEW CMU PARTITION

REFER TO GENERAL NOTE #2

NEW GYPSUM BD. PARTITION

~ NEW DOOR AND FRAME

~DENOTES DOOR TYPE, REFER TO A401

FOR DOOR SCHEDULE

EXISTG. DOORS TO REMAIN

SIGNAGE TAG.

REFER TO A920.0 FOR ELEVATION

AREA NOT IN CONTRACT

REFER TO GENERAL NOTE #7

NEW CONCRETE SLAB INFILL

REFER TO DETAIL 2/A1 01.1

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FLETCHERTHOMPSON

ARCHITEClTURE ENGIINEERINGI INTERIORS

BRIDGEPORT, CONNECTICUT 800.201.5592

HARTFORD, CONNECTICUT

SOMERSET, NEW JERSEY

NEW YORK, NEW YORK

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APPROVED

I ACTIVIlY - SATISFACTORY TO

SEAL

DATE JULY 23, 2015

APPROVED

I FOR EFA FOR

DATE

A/E

BS

BS/RM

RV

BD

DESIGN

DRAWN

REVIEW

QC

EFD

RV CHIEF ARCH./ ENGR.

DESIGN MANAGER

FIRE PROTECTION

BRANCH MANAGER

DESIGN DIRECTOR

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CODE ID. NO. 80091 T SIZE E1

SCALE: 1/8" = 1 < -Q

EFD NO.

STA. PROJ. NO.

SPEC. NO.

CONSTR. CONTR. NO.

DTMA95B1500001

SHEEr 1 4 OF 85

A101.2 DRAWFORM REVISION x f-c

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L 14'-5112' L 14'-4'REMAIN ~ 11'-2 1/lj' '

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i i I~ i i ! ~ ~

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GEN.

GLIUB 51

INSW± -NEW-11\fJM. J-w. WHERE - _J_ ------- '' = I Rlq I

EJ<ISTG. AC UNIT AND 1ASSOCL'.TED

INFILL METAL PANEL'S! HAVE BEEN

REMOVED.

REFER TO 7/!>lj12 1

5TAI~

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MEGH.

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NOT IN CONTRACT 1..-

REFER TO GENERAL NOTE #7 DWG. A 101.11/ ·

FOR AREAS DESIGNATED NOT IN CONTRACT

I 1 I

:rsrGl MECH. LOUVERI I r-

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MEGH.

I 1<01 I

- ---- - ---- - 1

I ' Ill i

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(i). ~q~~-~S HALL ZERO DECK FLOOR PLAN

2 3

L NEW :R.'JN REFER TO

PLUMBG. DWGS. FOR

CONNECTION TO EXISTG.

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FOR N

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CHECK GRAPHIC

SCALES BEFORE USING

PLAN

NORTH

EB

A

GENERAL NOTES

I. I AT ALL EXISTG. EXTERIOR WINDOWS THE FOLLOWING

SHALL BE PREFORMED-EXISTG. ALUM. SINGLE HUNG

WINDOWS SHALL REMAIN, REMOVE ALL EXISTG. INTERIOR

WOOD TRIM(SILLS, JAMB AND HEAD), REPAIR/REPLACE

ANY WATER DAMAGED WOOD BLOCKG AND INSECT

SCREENS. INSTALL NEW WOOD TRIM, MATCH EXISTG.

SIZE OF REMOVED. REMOVE ALL AIR CONDITIONING

WINDOW UNITS AND ASSOCIATED METAL FILLER PANELS

AND INSTALL NEW ALUM. SINGLE HUNG WINDOW UNIT TO

MATCH ADJACENT EXISTG.

2. I ALL NEW CMU WALLS SHALL RUN FULL HEIGHT FROM

FINISH CONCRETE FLOOR TO UNDERSIDE OF EXISTG.

CONCRETE DECK, 9'-8"± OR UNDERSIDE OF

INTERSECTING CONCRETE BEAM 8'-8". REFER TO DWG.

S401 FOR STRUCTURAL CMU DETAILS AND NOTES.

WHERE NEW CMU WALLS CAN NOT EXTEND TO THE

UNDERSIDE OF THE DECK DUE TO EXISTG. UTILITIES

RUNNING BELOW PARALLEL TO THE WALL REFER TO

DETAIL 2/G001.

!1. I AT ALL NEW HEAT PUMP INSTALLATIONS IN NEW AND

EXISTG. BLOCK WALLS PROVIDE THE FOLLOWING-WHERE

INSTALLED IN EXISTG. BLOCK WALLS TYPICALLY

CORRIDORS, REMOVE EXISTG. BLOCK TO PROVIDE NEW

OPNG. AND INSTAILL NEW LINTELS.

WHERE GRILLES ARE BEING INSTALLED IN NEW CMU

WALLS PROVIDE NEW LINTELS TO SUPPORT OPNG.

REFER TO HVAC DWGS. FOR LOCATIONS AND SIZES.

AT INSTALLATION OF NEW HEAT PUMPS IN NEW GYP.

BD. ENCLOSURES REFER TO DETAIL 2/A512.

4. I WHERE NEW OPNGS. ARE BEING PROVIDED IN EXISTG.

BLOCK WALLS, I.E. NEW DOORS, NEW GRILLES ETC.

INSTALL NEW LINTELS AND TOOTH IN NEW CMU. NEW

CMU SHOULD MATCH BOTH SIZE AND TEXTURE OF

ADJACENT EXISTG.

S. I FOR ALL NEW LINTELS IN BOTH EXISTG. BLOCK WALLS

WHERE NEW OPNGS. ARE INSTAILLED AND NEW CMU

WALLS REFER TO LINTEL SCHEDULE ON DWG. GOOD.

WHERE REMOVAL OF EXISTG. FLOOR SLAB IS

PREFORMED TO ACCOMMODATE NEW UNDERGROUND

PIPING SHORE EXISTG. MASONRY WALLS ABOVE AS

REQUIRED TO PREVENT ANY DAMAGE TO WALLS.

6. I WHERE EXISTG. CONCRETE FLOOR SLAB IS BEING SAW

CUT AND REMOVED TO INSTALL NEW UNDER SLAB

PIPING, SHORE EXISTG. BLOCK WAILLS AS REQUIRED TO

PREVENT DAMAGE TO EXISTG. WALLS.

1. I SPACES INDICATED WITH SHADOWED AREA'S 'AREA NOT

IN CONTRACT' ARE EXISTG. SPACE WHERE NO

ARCHITECTURAL WORK "IS BEING PREFORMED.

COORDINATE WITH THE MEP TRADES TO VERIFY THERE IS

NO OVERLAP OF THEIR WORK FROM ADJACI:"T AREAS

INTO THESE SPACES. IF WORK IS REQD. BY THE

TRADES IN THESE AREAS 'ANY AND ALL ARCHITECTURAL

SUPPORT WORK, I.E. FINISHES, CEILINGS ETC. SHOULD

THEN BE PROVIDED. .

EXISTG.

REPAIR

CONCRETE

NOTES

WALL

I. I AT ALL EXISTG. INTERIOR FACE OF EXTERIOR CONCRETE

WALLS BELOW GRADE THE FOLLOWING SHALL BE

PREFORMED-WHERE CONCRETE cAS CRACKED AND

SPALLED AWAY DUE TO WATER INFILTRATION AT EXISTG.

WINDOW SILL IN .EXISTG. AREAWAYS, REMOVE ALL LOOSE

AND DAMAGED CONCReTE. 'CLEAN ALL SURFACES FREE OF DIRT, DEBRIS AND INSTto.LL NEW CONCRETE INFILL

PATCH REPAIR. REFER TO SPECS. FOR UNIT PRICE.

2. I AT ALL EXISTG. INTERIOR FACE OF EXTERIOR CONCRETE

WALLS BELOW GRADE THE FOLLOWING SHALL BE

PREFORMED- WHERE CONCRETE SURFACE HAVE WATER

DAMAGED AND INTERIOR PAINT FINISHING HAVE FLAKED

OFF EXPOSING CONCRETE SURFACE. CLEAN ALL

SURFACES FREE OF DIRT, LOOSE PAINT AND DEBRIS

AND INSTAILL NEW CONCRETE WATER PROOFG. SYSTEM

BEFORE REPAINTING SURFACES. REFER TO SPECS. FOR

UNIT PRICE.

EXISTG. FLOOR

REFINISH/REPAIR NOTES

FLOOR FINISH REPAIR WORK.

SUBSTRATE PREPARATION· .. ALL EXISTING CONCRETE

FLOORS RECEMNG NEW FLOOR FINISHES SHALL BE

PREPARED IN THE FOLLOWING MANNER BASED ON THE

FOLLOWING CONDITIONS.

A. SUBSTRATE PREPERATION-MECHANICALLY REMOVE

ALL PAINTS AS WELL AS ALL LOOSE OR WEAK

CONCRETE, DIRT, .DEBRIS AND ANY CONTAMINANTS THAT

COULD ACT AS A BOND BREAK VIA SHOT BLASTING OR

SIMILAR. DO NOT USE CHEMICALS TO PREPARE THE

SUBSTRATE, INCLUDING ,;,ciD ETCHING, SWEEPING

COMPOUNDS, SOLVENTS OR ADHESIVE REMOVERS.

THOROUGHLY. S\\'f[P k' D VACVJM TO REMOVE MATERIAL.

THE RESULTI~'[, ·-l>iCRf.TE SURFACE MUST BE :JEEMED CLEA'·' cSOUND ~" S<.'l.ID PRIOR TO PROCEEDING WITH

THE INSTAILLATION.

B. CRACK TREATMENT (DORMANT) 300± S.F.

FILL DORMANT CRACKS WITH -A.RDEX ARDFIX DR ARDEX

FEATHER FINISH OR SIMILAR IN ACCORDANCE WITH

APPROPRIATE TECHNICAL BROCHURE.

REGARDING CRACKS, PLEASE NOTE THAT ALL MOVING

CRACKS 200+- S.F. MUST BE HONORED UP THROUGH

ALL OF THE ARDEX PRODUCTS AND FINISH FLOORING

BY INSTALLING FLEXIBLE COMPOUND DESIGNED FOR THIS

USE.

C. CONTROL JOINT TREATMENT (DORMANT)

5'-0"±XS'-0"± GRID .

FILL DORMANT CONTROL JOINTS WITH ARDEX ARDFIX OR

ARDEX FEATHER FINISH OR SIMILAR IN ACCORDANCE

WITH APPROPRIATE TECHNICAL BROCHURE.

REGARDING CONTROL JOINTS, PLEASE NOTE THAT ALL

MOVING CONTROL JOINTS 200+- S.F. MUST BE

HONORED UP THROUGH ALL OF THE ARDEX PRODUCTS

AND FINISH FLOORING BY INSTAILLING FLEXIBLE

COMPOUND DESIGNED FOR THIS USE.

D. SELF-LEVELING INSTALLATION 300+- S.F.

PRIME THE PREPARED CONCRETE WITH ARDEX P 51 OR

EQUAL AND ALLOW THE PRIMER TO DRY TO A CLEAR

THIN FILM, PRIOR TO INSTALLING ARDEX K 10 OR

SIMILAR AS OUTLINED BY THE MANUFACTURER. ONCE

THE ARDEX K 10 HAS BEEN INSTALLED ALLOW

MANUFACTURERS RECOMMENDED DRYING TIME. AND TEST

FOR DRYNESS AS LISTED IN THE PRODUCT DATA

REPORT.

2. I REFER TO SPECIFICATIONS FOR POSSIBLE MOISTURE

MITIGATION CONTROL OF EXISTG. CONCRETE SLAB IN

PREPARATION FOR NEW FLOOR FINISHES.

SYMBOL LEGEND

DORM. -- ROOM NAME

ROOM

I 021o I -- ROOM NUMBER REFER TO DWG. A91 0 rl FOR ROOM FINISHES

EXISTG. PARTITION

KXXXXXXXI NEW CMU PARTITION

REFER TO GENERAL NOTE #2

NEW GYPSUM BD. PARTITION

8 NE'N DOOR AND FRAME

~-DENOTES DOOR TYPE, REFER TO A40 1

FOR DOOR SCHEDULE

EXISTG. DOORS TO REMAIN

SIGNAGE TAG.

REFER TO A920.0 FOR ELEVATION

AREA NOT IN CONTRACT

REFER TO GENERAL NOTE #7

!>:.<·:· /: . ...-,-;:·:;_:,/,(! NEW CONCRETE SLAB IN FILL

r>.-::·-.:::::_..:;;;:~.::;{):~ REFER TO DETAIL 2/A101.1 .:......... • ..... _ ... .t. ....... '--'--'-.d

"' 8

" w "' !!l w i5 ii: ..

FLETCHEATHOMPSON

ARCHITECTURE ENGINEERING INTERIORS

BRIDGEPORT, CONNECTICUT

HARTFORD, CONNECTICUT

SOMERSET, NEW JERSEY

NEW YORK, NEW YORK

800.201.5592

SEAL

APPROVED

ACTIVITY - SATISFACTORY TO

DATE JULY 23. 2015

APPROVED

FOR EFA FOR COMMANDER NAVFAC

DATE

A/E.

BS

B>/RM

RV

BD

DESIGN

DRAWN

REVIEW

ac

EFD

RV CHIEF ARCI-L/ ENGR.

DESIGN MANAGER

FIRE PROTECTION

BRANCH MANAGER

DESIGN DIRECTOR

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SPEC. NO.

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DTMA95B1500001

SHEET 1 5 OF 85

A101.3 DRAWFORI-.t REVISION x

D c

I\

B

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~ 14'-5 1/2" C€l 11'-10 1/2" 0®

REMOVE EXISTG. DISPlAY ------, CASE AND TURN OVER TO

OWNER.

.0. ® 0 ~ 14'-6' 0 0 14'-6' 0 0

!MI(NYQJ {p1 (Q\ 14'-8" y~ '-lW-51/2" v

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------·itl·-1---- h:!Jl---------·~·---t:: }-·'k-· ~

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~ I I ' I I I ' RAMPDN

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PUMPRM.

I cos I

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!rGOSAI I

MEGH.

I ROSA I

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'XISTG.I GLASS BlOCK T<i--/ !EMAINI i

REMOVI! PORTDN OF

GYPSUM WAll FOR NEW BlOCKI~G. REFER TO NEW WORK riANS.

. il' I

EXISTG. DATA ROOM

REMAIN

t:EEL ......... j I ~~ --0-J_T -:___i i I ~-------t7 ® ~..J ' ~lw~ lOUVER TO I :

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EXISTG. SINK AND

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CHECK GRAPHIC

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.i_j UPIIIIIIII·I! ;;n h I -

I.

GENERAL NOTES

AT ALL EXISTG. EXTERIOR WINDOWS THE FOLLOWING

SHALL BE PREFORMED-EXISTG. ALUM. SINGLE HUNG

WINDOWS SHALL REMAIN, REMOVE ALL EXISTG. INTERIOR

WOOD TRIM(SILLS, JAMB AND HEAD), REPAIR/REPLACE

ANY WATER DAMAGED WOOD BLOCKG AND INSECT

SCREENS. INSTALL NEW WOOD TRIM, MATCH EXISTG.

SIZE OF REMOVED. REMOVE ALL AIR CONDITIONING

WINDOW UNITS AND ASSOCIATED METAL FILLER PANELS

AND INSTALL NEW ALUM. SINGLE HUNG WINDOW UNrr TO

MATCH ADJACENT EXISTG.

2. I All NEW CMU WALLS SHALL RUN FULL HEIGHT FROM

FINISH CONCRETE FLOOR TO UNDERSIDE OF EXISTG.

CONCRETE DECK, 9'-8"± OR UNDERSIDE OF

INTERSECTING CONCRETE BEAM 8'-8". REFER TO DWG.

S401 FOR STRUCTURAL CMU DETAILS AND NOTES.

WHERE NEW CMU WALLS CAN NOT EXTEND TO THE

UNDERSIDE OF THE DECK DUE TO EXISTG. UTILITIES

RUNNING BELOW PARALLEL TO THE WALL REFER TD

DETAIL 2/G001.

9. I AT All NEW HEAT PUMP INSTALLATIONS IN NEW AND

EXISTG. BLOCK WALLS PROVIDE THE FOLLOWING-WHERE

INSTALLED IN EXISTG. BLOCK WALlS TYPICALLY

CORRIDORS, REMOVE EXISTG. BLOCK TO PROVIDE NEW

OPNG. AND INSTALL NEW LINTELS.

WHERE GRILLES ARE BEING INSTAllED IN NEW CMU

WALLS PROVIDE NEW LINTELS TO SUPPORT OPNG.

REFER TO HVAC DWGS. FOR LOCATIONS AND SIZES.

AT INSTALLATION OF NEW HEAT PUMPS IN NEW GYP.

BD. ENCLOSURES REFER TO DETAIL 2/A512.

4. I WHERE NEW OPNGS. ARE BEING PROVIDED IN EXISTG.

BLOCK WALLS, I.E. NEW DOORS, NEW GRILLES ETC.

INSTALL NEW LINTELS AND TOOTH IN NEW CMU. NEW

CMU SHOULD MATCH BOTH SIZE AND TEXTURE OF

ADJACENT EXISTG.

5. I FOR ALL NEW LINTELS IN BOTH EXISTG. BLOCK WALLS

WHERE NEW OPNGS. ARE INSTALLED AND NEW CMU

WALLS REFER TD LINTEL SCHEDULE ON DWG. GOOD.

WHERE REMOVAL OF EXISTG. FLOOR SLAB IS

PREFORMED TO ACCOMMODATE NEW UNDERGROUND

PIPING SHORE EXISTG. MASONRY WAlLS ABOVE AS

REQUIRED TO PREVENT ANY DAMAGE TO WALLS.

6. I WHERE EXISTG. CONCRETE FLOOR SLAB IS BEING SAW

CUT AND REMOVED TO INSTALL NEW UNDER SLAB

PIPING, SHORE EXISTG. BLOCK WALLS AS REQUIRED TO

PREVENT DAMAGE TO EXISTG. WALLS.

1. I SPACES INDICATED WITH SHADOWED AREA'S 'AREA NOT

IN CONTRACT' ARE EXISTG. SPACE WHERE NO

ARCHITECTURAL WORK IS BEING PREFORMED.

COORDINATE WITH THE MEP TRADES TO VERIFY THERE IS

NO OVERLAP OF THEIR WORK FROM ADJACENT AREAS

INTO THESE SPACES. IF WORK IS REQD. BY THE

TRADES IN THESE AREAS ANY AND ALL ARCHITECTURAL

SUPPORT WORK, I.E. FINISHES, CEILINGS ETC. SHOULD

THEN BE PROVIDED.

EXISTG.

REPAIR

CONCRETE

NOTES

WALL

I. I AT ALL EXISTG. INTERIOR. FACE OF EXTERIOR CONCRETE

WALLS BELOW .GRADE THE FOLlOWING SHALL BE PREFORMED-WHERE CONCRETE t:IS CRACKi::D AND

SPALLED AWAY DUE TO WATER INFILTRATION AT EXISTG.

WINDOW SILL IN EXISTG .. AREAWAYS, REMOVE ALL LOOSE

AND DAMAGED CONCRE"'E. CLEAN ALL SURFACES FREE

OF DIRT, DEBRIS AND _INSTALL NEW CONCRETE INFILL

PATCH REPAIR. REFER TO SPECS. FOR UNrT PRICE.

2. I AT ALL EXISTG. INTERIOR FACE OF EXTERIOR CONCRETE

WALLS BELOW GRADE THE FOLlOWING SHALL BE

PREFORMED- WHERE CONCRETE SURFACE HAVE WATER

DAMAGED AND INTERIOR PAINT FINISHING HAVE FLAKED

OFF EXPOSING CONCRETE SURFACE. CLEAN ALL

SURFACES FREE OF DIRT, LOOSE PAINT AND DEBRIS

AND INSTALL NEW CONCRETE WATER PROOFG. SYSTEM

BEFORE REPAINTING SURFACES. REFER TO SPECS. FOR

UNIT PRICE.

EXISTG. FLOOR

REFINISH/REPAIR NOTES

I. I FLOOR FINISH REPAIR WORK.

SUBSTRATE PREPARATION· ALL EXISTING CONCRETE

FLOORS RECEIVING NEW FLOOR FINISHES SHALL BE

PREPARED IN THE FOLLOWING MANNER BASED ON THE

FOLLOWING CONDITIONS.

A. SUBSTRATE PREPERATION-MECHANICALLY REMOVE

ALL PAINTS AS WELL AS ALL LOOSE OR WEAK

CONCRETE, DIRT, DEBRIS AND ANY CONTAMINANTS THAT

COULD ACT AS A BOND BREAK VIA SHOT BLASTING OR

SIMILAR. DO NOT USE CJ-IEMICALS TO PREPARE THE

SUBSTRATE, INCLUDING '.(;ID ETCHING, SWEEPING

COMPOUNDS, SOLVEmS OR ADHESIVE REMOVERS.

THOROUGHLY SWEEP A!J·, VACUVM TO REMOVE MATERIAL.

THE RESULTING. "''ICRETi: SURFACE MUST BE DEEMED CLEAN. c:OUND , "'•J SOi .!0 PRIOR TO PROCEEDING WITH THE INSrALLATION.

B. CRACK TREATMENT (DORMANI) 300+ S.F.

FilL DORMANT CRACKS WITH ARDEX ARDFIX OR ARDEX

. FEATHER FlNISH OR SIMILAR IN ACCORDANCE .WITH

APPROPRIATE TECHNICAL BROCHURE.

REGARDING CRACKS, PLEASE NOTE THAT ALL MOVING

CRACKS 200+- S.F. MUST BE HONORED UP THROUGH

ALL OF THE ARDEX PRODUCTS AND FINISH FlOORING

BY INSTALLING FLEXIBLE COMPOUND DESIGNED FOR THIS

USE.

C. CONTROL JOINT TREATMENT (DORMANT)

5'-0"±X5'-0"± GRID ..

FilL DORMANT CONTROL JOINTS WITH ARDEX ARDFIX OR

ARDEX FEATHER FINISH OR SIMILAR IN ACCORDANCE

WITH APPROPRIATE TECHNICAL BROCHURE.

REGARDING CONTROL JOINTS, PLEASE NOTE THAT ALL

MOVING CONTROL JOINTS 200+- S.F. MUST BE

HONORED UP THROUGH All OF THE ARDEX PRODUCTS

AND FINISH FLOORING BY INSTALLING FLEXIBLE

COMPOUND DESIGNED FOR THIS USE.

D. SELF-LEVELING INSTALLATION 300+- S.F.

PRIME THE PREPARED CONCRETE WITH ARDEX P 51 OR

EQUAL AND ALLOW THE PRIMER TO DRY TO A CLEAR

THIN FilM, PRIOR TO INSTALLING ARDEX K 10 OR

SIMILAR AS OUTLINED BY THE MANUFACTURER. ONCE

THE ARDEX K 1 0 HAS BEEN INSTALLED ALLOW

MANUFACTURERS RECOMMENDED DRYING TIME. AND TEST

FOR DRYNESS AS LISTED IN THE PRODUCT DATA

REPORT.

2. I REFER TO SPECIFICATIONS FOR POSSIBLE MOISTURE

MITIGATION CONTROL OF EXISTG. CONCRETE SLAB IN

PREPARATION FOR NEW FLOOR FINISHES.

SYMBOL LEGEND

DORM. -- ROOM NAME

ROOM

I 0210 I -- ROOM NUMBER REFER TO DWG. A91 0 rl FOR ROOM FINISHES

EXISTG. PARTITION

IQQQQQQQII NEW CMU PARTITION

REFER TO GENERAL NOTE #2

NEW GYPSUM BD. PARTITION

8 NEW DOOR AND FRAME

'--.....--DENOTES DOOR TYPE, REFER TO A401

FOR DOOR SCHEDULE

EXISTG. DOORS TO REMAIN

0 SIGNAGE TAG.

REFER TO A920.0 FOR ELEVATION

N

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FLETCHERTHOMPSON

ARCHIT,I;:;Ti.JR" EN131NEERINI3 INTEAICIAB

BRIDGEPORT, CONNECTICUT

HARTFORD, CONNECTICUT

SOMERSET, NEW JERSEY

NEW YORK, NEWYORK

APPROVED

800.201.5592

SEAL

ACTIVITY - SATISFACTORY TO

DATE JULY 23, 2015

APPROVED

FOR EFA FOR COMMANDER NAVFAC

DATE

A/E EFD

BS DESIGN

BS/RM DRAWN

RV REVIEW

BD oc

RV CHIEF ARCH./ ENGR.

DESIGN MANAGER

FIRE PROTECTION

BRANCH MANAGER

DESIGN DIRECTOR

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AREA NOT IN CONrrRACT DTMA95B1500001 II'

REFER TO GENERAL NOTE #7

·;;;··:::.;?] NEW CONCRETE SLAB INFILL SHEET 16 OF 85 I

"'-' • c REFER TO DETAIL 2/A10L1 --l ···.I··· A101.4 I

L_ __________________________ -, _______________________________ -, ____________________________________________ -, ____________________________________________ _, ____________________________________________ _i _________________ , ORAWFORM REVISION x

N:lo:.<l""'aii!I~P'""Js<.~~lbo<.l!rr:l~l~~fJ/&iG6<!o.:li<OJII. 2 3 4 5

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IINEXGAVATED

w M.IRPHY HAll I DELANO HAll @---- +t+

UNEXGAVA TED

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-ll 11"'\Ji'f"~ j I 1 I

JL c;) m ="1 "."~"- """ II I I

RAMP DN

~y OWNE~.

EXISTG. STPREFRONT ENTRY, FRAME

AND DOOR TO REMAIN

CD ~~~~~~ ZERO DECK FLOOR PLAN

.JONE5 HALL ---t:__., BARRY HALL-

R06ER5 HAll, CHECK GRAPHIC

SCALES BEFORE USING

PLAN

NORTH

E9

J<d<:lr.o P·'6hl!o!lon\5!1 pro.)OI<>I:!o~~"""\.l«..lrt:ec.tur"'I\P~II~Ioo.l6/f!JIC1!3 <1,21 o.rn. ? c~

~ 0 T E : I

REFER TO DWG. A91 0 FOR ROOM

rNISH SCHEDULE 1

SYMBOL LEGEND

DORM. -- ROOM NAME

ROOM

I 0216 I -- ROOM NUMBER REFER TO OWG. A91 0 (1 FOR ROOM FINISHES

EXISTG. PARTITION

KXXXXXXXI NEW CMU PARTITION

REFER TO GENERAL NOTE #2

NEW GYPSUM BD. PARTITION

~ NEW DOOR AND FRAME

~DENOTES DOOR TYPE, REFER TO A401

FOR DOOR SCHEDULE

EXISTG. DOORS TO REMAIN

SIGNAGE TAG.

REFER TO A920.0 FOR ELEVATION

AREA NOT IN CONTRACT

REFER TO GENERAL NOTE #7

NEW CONCRETE SLAB INFILL

REFER TO DETAIL 2/A101.1

u -

I 34'-11

---+ r+l- I D

SP.

NEW MIRROI

REFER TO

8/A510.0 F

DIMENSIONS

TYP. OF 2.

LOUVER-

i QRI~KING FOUNTAIN· STtN?ING HEIGHT.

f"<OMI

TOIL!

I "'"

NfW HANDRAILS . RErR TO I

6 A601 SIM. FOR HA DRAIL I

D AILS. ~ L I, ~I

EXISTG.

REPAIR

CONCRETE

NOTES

Cfl-21±

WALL

I. I AT ALL EXISTG. INTERIOR FACE OF EXTERIOR CONCRETE

WALLS BELOW GRADE THE FOLLOWING SHALL BE

PREFORMED-WHERE CONCRETE HAS CRACKED AND

SPALLED AWAY DUE TO WATER, INFILTRATION AT EXISTG .

WINDOW SILL IN EXISTG. AREAWAYS, REMOVE ALL LOOSE

AND DAMAGED CONCRETE. CLEAN ALL SURFACES FREE

OF DIRT, DEBRIS AND INSTALL NEW CONCRETE INFILL

PATCH REPAIR. REFER TO SPECS. FOR UNIT PRICE.

2. I AT ALL EXISTG. INTERIOR FACE OF EXTERIOR CONCRETE

WALLS BELOW GRADE THE FOLLOWING SHALL BE

PREFORMED- WHERE CONCRETE SURFACE HAVE WATER

DAMAGED AND INTERIOR PAINT FINISHING HAVE FLAKED

OFF EXPOSING CONCRETE SURFACE. CLEAN ALL

SURFACES FREE OF DIRT, LOOSE PAINT AND DEBRIS

AND INSTALL NEW CONCRETE WATER PROOFG. SYSTEM

BEFORE REPAINTING SURFACES. REFER TO SPECS. FOR

UNIT PRICE.

EXISTG. FLOOR

REFINISH/REPAIR NOTES

I. I FLOOR FINISH REPAIR WORK.

SUBSTRATE PREPARATION- ALL EXISTING CONCRETE

FLOORS RECEIVING NEW FLOOR FINISHES SHALL BE

PREPARED IN THE FOLLOWING MANNER BASED ON THE

FOLLOWING CONDITIONS.

A. SUBSTRATE PREPERATION MECHANICALLY REMOVE

ALL PAINTS AS WELL AS ALL LOOSE OR WEAK

CONCRETE, DIRT, DEBRIS AND ANY CONTAMINANTS THAT

COULD ACT AS A BOND BREAK VIA SHOT BLASTING OR

SIMILAR. DO NOT USE CHEMICALS TO PREPARE THE

SUBSTRATE, INCLUDING ACID ETCHING, SWEEPING

COMPOUNDS, SOLVENTS OR ADHESIVE REMOVERS.

THOROUGHLY SWEEP AND VACUUM TO REMOVE MATERIAL.

THE RESULTING CONCRETE SURFACE MUST BE DEEMED

CLEAN, SOUND AND SOLID PRIOR TO PROCEEDING WITH

THE INSTALLATION.

B. CRACK TREATMENT (DORMANT) 300+- S.F.

FILL DORMANT CRACKS WITH AROEX AROFIX OR ARDEX

FEATHER FINISH OR SIMILAR IN ACCORDANCE WITH

APPROPRIATE TECHNICAL BROCHURE.

REGARDING CRACKS, PLEASE NOTE THAT ALL MOVING

CRACKS 200+- S.F. MUST BE HONORED UP THROUGH

ALL OF THE ARDEX PRODUCTS AND FINISH FLOORING

BY INSTALLING FLEXIBLE COMPOUND DESIGNED FOR THIS

USE.

C. CONTROL JOINT TREATMENT (DORMANT)

5'-0"±X5'-0"± GRID

FILL DORMANT CONTROL JOINTS WITH ARDEX ARDFIX OR

ARDEX FEATHER FINISH OR SIMILAR IN ACCORDANCE

WITH APPROPRIATE TECHNICAL BROCHURE.

REGARDING CONTROL JOINTS, PLEASE NOTE THAT ALL

MOVING CONTROL JOINTS 200+- S.F. MUST BE

HONORED UP THROUGH ALL OF THE ARDEX PRODUCTS

AND FINISH FLOORING BY INSTALLING FLEXIBLE

COMPOUND DESIGNED FOR THIS USE.

D. SELF-LEVELING INSTALLATION 300+- S.F.

PRIME THE PREPARED CONCRETE WITH ARDEX P 51 OR

EQUAL AND ALLOW THE PRIMER TO DRY TO A CLEAR

THIN FILM, PRIOR TO INSTALLING ARDEX K 10 OR

SIMILAR AS OUTLINED BY THE MANUFACTURER. ONCE

THE AROEX K 1 0 HAS BEEN INSTALLED ALLOW

MANUFACTURERS RECOMMENDED DRYING TIME. AND TEST

FOR DRYNESS AS LISTED IN THE PRODUCT DATA

REPORT.

2. I REFER TO SPECIFICATIONS FOR POSSIBLE MOISTURE

MITIGATION CONTROL OF EXISTG. CONCRETE SLAB IN

PREPARATION FOR NEW FLOOR FINISHES.

I

UP! I I I Ill 1\.

DETAIL 91

DATA Re

I Gil I c 8·--

, DELANO HAll t G~ HAll

0~

GENERAL NOTES

I. I AT ALL EXISTG. EXTERIOR WINDOWS THE FOLLOWING

SHALL BE PREFORMED-EXISTG. ALUM. SINGLE HUNG

WINDOWS SHALL REMAIN, REMOVE ALL EXISTG. INTERIOR

WOOD TRIM{SILLS, JAMB AND HEAD), REPAIR/REPLACE

ANY WATER DAMAGED WOOD BLOCKG AND INSECT

SCREENS. INSTALL NEW WOOD TRIM, MATCH EXISTG.

SIZE OF REMOVED. REMOVE ALL AIR CONDITIONING

WINDOW UNITS AND ASSOCIATED METAL FILLER PANELS

AND INSTALL NEW ALUM. SINGLE HUNG WINDOW UNIT TO

MATCH ADJACENT EXISTG.

2. I ALL NEW CMU WALLS SHALL RUN FULL HEIGHT FROM

FINISH CONCRETE FLOOR TO UNDERSIDE OF EXISTG.

CONCRETE DECK, 9' -8"± OR UNDERSIDE OF

INTERSECTING CONCRETE BEAM 8' -8". REFER TO DWG.

S403 FOR STRUCTURAL CMU DETAILS AND NOTES.

WHERE NEW CMU WALLS CAN NOT EXTEND TO THE

UNDERSIDE OF THE DECK DUE TO EXISTG. UTILITIES

RUNNING BELOW PARALLEL TO THE WALL REFER TO

DETAIL 2/G001.

S. I AT ALL NEW HEAT PUMP INSTALLATIONS IN NEW AND

EXISTG. BLOCK WALLS PROVIDE THE FOLLOWING-WHERE

INSTALLED IN EXISTG. BLOCK WALLS TYPICALLY

CORRIDORS, REMOVE EXISTG. BLOCK TO PROVIDE NEW

OPNG. AND INSTALL NEW LINTELS.

WHERE GRILLES ARE BEING INSTALLED IN NEW CMU

WALLS PROVIDE NEW LINTELS TO SUPPORT OPNG.

REFER TO HVAC DWGS. FOR LOCATIONS AND SIZES.

AT INSTALLATION OF NEW HEAT PUMPS IN NEW GYP.

BD. ENCLOSURES REFER TO DETAIL 2/A512.

4. I WHERE NEW OPNGS. ARE BEING PROVIDED IN EXISTG.

BLOCK WALLS, I.E. NEW DOORS, NEW GRILLES ETC.

INSTALL NEW LINTELS AND TOOTH IN NEW CMU. NEW

CMU SHOULD MATCH BOTH SIZE AND TEXTURE OF

ADJACENT EXISTG.

5. I FOR ALL NEW LINTELS IN BOTH EXISTG. BLOCK WALLS

WHERE NEW OPNGS. ARE INSTALLED AND NEW CMU

WALLS REFER TO LINTEL SCHEDULE ON DWG. GOOD.

WHERE REMOVAL OF EXISTG. FLOOR SLAB IS

PREFORMED TO ACCOMMODATE NEW UNDERGROUND

PIPING SHORE EXISTG. MASONRY WALLS ABOVE AS

REQUIRED TO PREVENT ANY DAMAGE TO WALLS.

b. I WHERE EXISTG. CONCRETE FLOOR SLAB IS BEING SAW

CUT AND REMOVED TO INSTALL NEW UNDER SLAB

PIPING, SHORE EXISTG. BLOCK WALLS AS REQUIRED TO

PREVENT DAMAGE TO EXISTG. WALLS.

1. I SPACES INDICATED WITH SHADOWED AREA'S 'AREA NOT

IN CONTRACT' ARE EXISTG. SPACE WHERE NO

ARCHITECTURAL WORK IS BEING PREFORMED.

COORDINATE WITH THE MEP TRADES TO VERIFY THERE IS

NO OVERLAP OF THEIR WORK FROM ADJACENT AREAS

INTO THESE SPACES. IF WORK IS REQD. BY THE

TRADES IN THESE AREAS ANY AND ALL ARCHITECTURAL

SUPPORT WORK, I.E. FINISHES, CEILINGS ETC. SHOULD

THEN BE PROVIDED.

EXISTG.

REPAIR

CONCRETE

NOTES

WALL

I. I AT ALL EXISTG. INTERIOR FACE OF EXTERIOR CONCRETE

WALLS BELOW GRADE THE FOLLOWING SHALL BE

PREFORMED-WHERE CONCRETE HAS CRACKED AND

SPALLED AWAY DUE TO WATER INFILTRATION AT EXISTG.

WINDOW SILL IN EXISTG. AREAWAYS, REMOVE ALL LOOSE

AND DAMAGED CONCRETE. CLEAN ALL SURFACES FREE

OF DIRT, DEBRIS AND INSTALL NEW CONCRETE INFILL

PATCH REPAIR. REFER TO SPECS. FOR UNIT PRICE.

I I I I I

N

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FLETCHEATHCJMPSCJN

ARCHITECTURE ENGINEERING INTERIORS

BRIDGEPORT, CONNECTICUT

HARTFORD, CONNECTICUT

SOMERSET, NEW JERSEY

NEW YORK, NEW YORK

800.201.5592

SEAL

APPROVED

ACTIVITY - SATISFACTORY TO

DATE JULY 23, 2015

APPROVED

FOR EFA FOR COMMANDER NAVFAC

DATE

A/E EFD

BS DESIGN

BS/RM DRAWN

RV REVIEW

BD QC

RV CHIEF ARCH./ ENGR.

DESIGN MANAGER

FIRE PROTECTION

BRANCH MANAGER

DESIGN DIRECTOR

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CODE 10. NO. 80091 SIZE E1

SCALE: 1 8 - 1 -0

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SPEC. NO.

CONSTR. CONTR. NO.

DTMA95B1500001

SHEET 1 7 OF 85

A101.5 DRAWFORM REVISION x

I ,_ c

E p