98K01537.pdf

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NOTICE - WHEN GOVEflNM~NT ORAWINGS, SPECIRCAnONS, OR GniER DATA ARE USED FOR ANY PURPOSE OTHER Tl-IAN IN CONNECTlON WITH A DEFINITELY

RELATED GOVERNMENT PROCUREMENT OPERATION, THE UNITED STATES GOVERN

MENT THEREBY INCURS NO RESPONSllOlUlY NOR ANY OBLIGATION WHATSOEVER:

AND THE FACT THAT THE GOVERNMENT MAY HAVE FORMULATED, FURNISHED, OR

IN ANY WAY SUPPLIED THE SAID DRAWINGS, SPECIHCATlONS OR OrnER DATA IS NOT TO BE REGAADED BY IMPUCATION OR OTtlERl'iISE AS IN ANY MANNER LICENSING THE HOLDER OR ANY OTHER PERSON OR COfIf'OAATlON,OA CONVEY ING ANY RIGHTS OR PERMISSION TO MANUFACTURE, USE. OR SELL P>Nf PATENTED INVEtHlOO THAT MAY IN NN WAY BE RELATED Tl-IEFlETO.

SHEET REVISION

NO. STATUS

SHEET INDEX

DESCRIPTION

1 TITLE. INDEX. VICINITY & LOCATION

MAPS

2 ABBREV .• SYMBOLS.NOTES AND ASBESTOS SURVEY

3 DEMOLITION AND NEW ROOF PLAN,DETAILS AND NOTES

4 PHOTOS. AND DETAILS

5 LIGHTNING PROTECTION PLAN AND NOTES

8 7

FUNCTIONAL

CODE

G-I

A-I

A-2

A-3

5 4

CAPE CANAVERAL AIR FORCE STATION

WATER

BADGING

S T A '-"-''\k~

TlTU5Vl!

COCO,:;

AIRPORT

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DBEH021644

PUMP STATION #1, FACILITY #40906

ROOF REP .... _,1-·~·CEM ENT

Ir;DUSTR I AL

STATION

SR 528

!VJAP

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I

SUSPECTED LEAD I SUSPECTED ASBESTOS -

I I , DYES 2lNO ] I 2lYES DNO

I , b ,J

IF THE CONTRACTOR SUSPECTS THE PRESENCE OF ANY HAZARDOUS

MATERIAL NOT IDENTIFIED ON THESE DRA\"INGS, BUT IS REQUIRED

TO BE DISTURBED TO PERFORM THE CONTRACT WORK,CONTRACTOR

IS TO LEAVE MATERIAL UNDISTURBED, AND INFORM THE CONTRACTiNG

OFFICER AT ONCE.

5 4

SOUTH 80UNOARv-KSC

NORTH BOUNDARY ~CCAFS

o

SOUTH BOUNOARY<;CAFS

40908

28421

36012~ 360l3~

24451

24445

LOCATION MAP

SCAl.E: Nor,iE

244m

24434

28404

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UNLESS OTHERVl.JilSE SPECIFIED

TOLERANCES Cel

-- NOT APPLICABLE

F0153700.001

SIGNATURES

DRAWN

CHECKED

DATE

REVISIONS

DEPARTMENT OF THE AIR FORCE

AIR FORCE SPACE COMMAND

45TH SPACE WING

45TH SUPPORT GROUP

45TH CIVIL ENGINEERING SQUADRON

CAPE CANAVERAL AIR FORCE STATION

WATER PUMP STATION #1, FACILITY #40906

ROOF REPLACEMENT

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______ t-C.-O-"M-P-U"T-E"-R-tDESIGfN:F~IL-E~N~A=M~EJb~~~~~~2J~~~~~~~~~~~~~~~~~~~~~~~Jj\ "'s ORo<'" "",co", ,mE",,," TITLE, INDEX, VICINITY & LOCATION "APS

MICROSTATION CAD SYSTEM AND SHALL DATE I'll

BE REVISED BY COMPUTER ONLY. SIZE RE'"

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NOTlCE - WHEN GOIiERNMI'NT DRAWINGS, SPECIFICATIONS, OR OTHER DATA ARE USED FOR ANV P\.!RPQSE OTl-lER THAN IN CONNECTION WITH II DEFINITELY RELATEO GOVEl1NMENT PROCUREMENT OPEAATION, THE UNrrEO STATES GOVERN- MCNT Tl-ImEBY INCURS NO R[SC'ONSIDILlTf Non ANY OBLIGATION WHATUOEVCA' AND THE FACT 1HAT THE GOVERNMENT MAY HAVE FORMULATED, FU'lNISHED. OR

IN ANY WAY SUPPLIED THE SAID DRAWINGS, SPECIFICATIONS OR OTHER DATA IS

NOT TO BE REGAAOED BY lMPUCATION OR OTl-IERWISE AS IN ANY MANNER UCEN:>ING THE HOLD~ OR ANY OTl-iER PERSON OR CORPORATION, OR CONVEY_ ING />.Ny RIGHTS OR PERMISSION TO MANU~ACTURE, USE, OR SElL A~ PATENTED INVENTION 11-IAT!MY IN MilY WAY BE RELATED THERETO.

1-------------- - -- - --- ----~

A.B.

A.C.

AIC

AC. TILE

ADJ.

A.F.S.

ALUM.

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ANOD.

ASPH.

A. T.

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BD.

BLDG.

BLKG.

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B.O.J.

BOTT.

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CABT.

CAD. PL.

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CEM.

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CLR.

CLG.

C.M.U.

C.O.

COL.

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CONT.

CONTR.

C.O.T.G.

CSK.

C.W.

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DEL

D.F.

D.F.

DIM.

D.S.

DWG.

ANCHOR BOLT

ASPHALTIC CONCRETE

AIR CONDITIONING

ACOUSTICAL TILE

ADJUSTABLE

AUTOMA TIC FIRE SPRINKLER

ALUMINUM

AND

ANGLE

ANODIZED

ASPHALT

ASH TRAY

AT

BACK OF OR BOTTOM OF

BOARD

BUILDING

BLOCKING

BEAM

BOTTOM OF JDISTS

BOTTOM

BUlL T -UP

CABINET

CAOMIUM PLATED

CATCH BASKET OR

CHALKBOARO

CUP DISPENSER

CEMENT

CERAMIC

CHANNEL

CAST IRON

CONSTRUCTION JOINT

CENTERLINE

CLEAR

CEILING

CONCRETE MASONRY UNIT

CLEANOUT

COLUMN

COMPOSITION

CONCRETE

CONNECTION

CONTINUOUS

CONTRACTOR

CLEAN OUT TO GRADE

COUNTERSUNK

COLD WATER

DIAMETER

DETAIL

DOUGLAS FIR

DRINKING FOUNTAIN

DIMENSION

DOWNSPOUT

DRAWING

EA. EACH

E.J. EXPANSION JOINT

ELEC. ELECTRICAL

ELEV. ELEVATION

ENCL. ENCLOSURE

I E.P .8. ELECTRIC PANEL BOARD

EO. EQUAL

E.S. EXPANSION SHIELD

E.W.C. ELECTRIC WATER COOLER

E.W.H. ELECTRIC WATER HEATER

EXH. EXHAUST

EXIST. IE) EXISTING I EXT. EXTERIOR

F.A.P. eIRE ALARiVl PANEL

F .B. FLAT BAR

FBRGL. FIBERGLASS

i F .0. FLOOR DRAIN FDN. FOUNOA nON

F.E. FIRE EXTINGUISHER

I F.E.C. FIRE EXTINGUISHER CABINET

F.H. FIRE HYDRANT OR FLAT HEAD

F.H.C. FIRE HOSE CABINET I FIN. FINISH

, FL. FLOOR

I F .0. FINiSHED OPENING I F.O.Co FACE OF CONCRETE

I F .O.F. FACE OF FINISH

F .O.r~. FACE OF MASONRY

! F .05. F ACE OF STUD

I, F .5. FLOOR SINK

FTO. FOOTING

i FRP FlBERGl.ASS REINFORCED

; . PLASTIC ,

HUG 12/:::',

A

HDR.

HDWD.

HDWR.

H.M.

HORIZ.

H.P.

HR.

H.R.C.

H.S.B.

HT.

H.T.D.

HTG.

H.W.

H.W.D.

1.0.

INV.

INSUL.

INT.

J.B.

K.O.

K.P.

LAVS.

L.P.

L.S.D.

MAT.

MAX.

M.B.

MECH.

MET.

MFR.

M.H.

MIN.

M.S.

MULL.

N.I.C.

N.S.F.

~J.T .S.

O.C.

O.H.

OPNG~

OPP.

D.O.

ABBREVIATIONS

HEADER

HARDWOOD

HARDWARE

HOLLOW METAL

HORIZONTAL

HIGH POINT

HOUR

HOSE REEL CABINET

HIGH STRENGTH BOLT

HEIGHT

HANDICAP TOWEL DISPENSER

HEATING

HOT WATER

HOT WATER DISPENSER

INSIDE DIAMETER

INVERT

INSULATION

INTERIDR

JUNCTION BOX

KNOCKOUT

KICKPLATE

LAVATORIES

LOW POINT

LIQUID SOAP DISPENSER

MATERIAL

MAXIMUM

MACHINE SOL T

MECHANICAL

METAL

MANUFACTURER

MANHOLE

MINIMUM

MACHINE SCREW

MULLION

NOT IN CONTRACT

NET SQUARE FEET

NOT TO SCALE

ON CENTER

OVAL HEAD

OPENING

OPPOSITE

OVERFLOW nRAm or OUTSIDE DIAMETER

S.M.S.

S.N.D.

S.N.V.

S.D. V.

SPECS.

SQ.

S.S.

STD.

STL.

STOR.

STRUCTo

ST. STL.

SUSP.

T.D.

T.D.D.

TEL.

T & G T .0.

T.O.S.

ToP.

TR.

TYP.

U.O.N.

UR.

V.C.P.

VERT,

V.G.D.F.

~I/

WAINS.

WD.

I'.P.

W.R.

I" .S.

W.W.

SHEET METAL SCREW

SANIT ARY NAPKIN DISPOSER

SANITARY NAPKIN VENDOR

SHUT OFF VALVE

SPECIFICA nONS

SQUARE

SERVICE SINK

STANDARD

STEEL

STORAGE

STRUCTURAL

STAINLESS STEEL

SUSPENDED

TOWEL DISPENSER

TOWEL DISPENSER & DISPOSAL

TELEPHONE

TONGUE AND GROOVED

TOP OF

TOP OF SLAB

TOILET PAPER

TREAD

TYPICAL

UNLESS OTHERWISE NOTED

URINAL

VITREOUS CLAY PIPE

VERTICAL

VERTICAL GRAIN DOUGLAS FIR

WITH

WAINSCOT

WOOD

'wORK POINT or WATERPROOF

WATER RESISTANT

or WASTE RECEPTACLE

WEATHER STRIPPING

or WOOD SCREW

WINDOW WALL

WELDED WIRE FABRIC

O.F.e.I.

P.A.

OWNER FURNISHED C:Ct-1TR,;CTOfl INSTALLED

P.B.

P.D.F.

P.H.

!t P/L

PLAS.

PLAS. LJIM.

PLY.

PNL.

POL.

PORCo ENAt4.

P.S.D.

PT

P. LO.

P.V.C.

R.

R.A.

RAD.

R.C.P.

RD.

R.D.

R<C~ .... L,~ flElNF.

RES.

R,H.

RM.

RD.

R,O.

RIW

RWD.

R$W.L.

S ~n ~L.,..J~

SE.CT c

S.F.

S"~T : , i ~

7 6

5 t 4

GRAPHIC & MATERIAL SYMBOLS

0-----

CSE-~'-

GRID LINE

(NUMBERS AND LETTERS)

DETAIL IDENTIFICATION

DETAIL

SHEET NUMBER (.)

e: ~SECTION IDENTIFICATION Af--~--. --I"--~~'I--~ BUILDiNG SECTION

SHEET NUMBER I')

{;£_..I c

D---

OFFICE -

I '1... ---

SECTION IDENTIFICATION

WALL SECTION

SHEET NUMBER (.)

VIEW IDENTIFICATION

ELEVATION IDENTIFICATION

INTERIOR ELEVATIONS

SHEET NUMBER (0)

ELEVATION IDENTIFICATION

EXTERIOR ELEVATIONS

SHEET NUMBER (.)

KEYNOTE

SEE LEGENO AND/OR SPECIFIC NOTES

DOOR (NUMBER)

SEE DOOR SCHEDULE

WINDOW (NUMBER)

SEE WINDOW SCHEOULE

REVISION

WALL TYPE

ROO!" NAME

ROOM IDENTIFICATION

(SEE FINISH SCHEOULE>

ROOM NUMBER

DATUr,1 POINT

CONTROL POINT.

WORK POINT OR DIM POINT

MATCH LINE

SHADED PORTION IS

SIDE CONSIDERED

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EARTH FILL

GRAVEL FILL

CONCRETE

SAND OR GROUT

BRICK OR STONE

CMU

STEEL

FINISH WOOD MEMBER

WOOD FRAMING MEMBER

WOOD BLOCKING

BATT BLANKET, OR

BLOWN- IN INSULATION

RIGID INSULA nON

PLYWOOD

bl ~-~~~-~. ~d· 1 GYPSUM BOARD

IL _____ --"I GLASS

,---I ~~ __ .~_J

ITTITllmmIIillIlJIIlJ

(oj NOTF, CERAMIC T1LE

(ProfIle only)

ACOUSTICAL TILE

-- = CROSS REFERENCED ON SAME SHEET

1.

2.

3.

4.

5.

6.

7.

8.

9.

10, 11.

12.

3 2

GENERAL NOTES

THE DRAWINGS INDICATE LOCATION, DIMENSIONS. REFERENCE

AND TYPICAL DETAILS OF CONSTRUCTION. THEY DO NOT INDICATE

EVERY CONDITION: WORK NOT PARTICULARLY DETAILED SHALL

BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED.

DO NOT SCALE DRAWINGS.

FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS

WHERE DISCREPANCIES OCCUR. THEY SHALL BE REPORTED TO THE

SGS-DE ARCHITECT FOR RESOLUTION.

DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE

PRECEDENCE OVER SMALLER SCALE DRAWINGS.

ALL MATERIALS AND CONSTRUCTION STANDARDS TO MATCH THOSE

BEING USED IN OTHER PORTIONS OF THE EXISTING SPACE.

COORDINATE ALL CUTTING AND PATCHING OF WALLS AND CEILINGS

WITH NEW I REMOVED MECHANICAL AND ELECTRICAL PENETRATIONS.

VERIFY ALL EXISTING CONDITIONS. NOTIFY THE SGS-DE ARCHITECT

OF ANY DISCREPANCIES.

SUBCONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND

COORDINATE AS REQUIRED.

ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO ALL

APPLICABLE STATE AND LOCAL CODES. LAWS, REGULATIONS,

AND THE FLORIDA BUILDING CODE 2001 EDITION AND ASCE STANDARD 7-98.

CONTRACTOR SHALL USE NRCA STANDARDS FOR UNFORSEEN FIELD

CONDITIONS AND NOTIFY SGS-DE ARCHITECT IF REOUIRED.

ALL FINISH MATERIALS TO BE DETERMINED AND COORDINATED

WITH SGS-DE ARCHITECT.

EXTERIOR DIMENSIONS ARE TO CENTERLINE OF COLUMNS. FACE

OF STUD, GRID LINE AND TO EDGE OF OPENINGS. INTERIOR

DIMENSIONS ARE TO FACE OF STUD, GRID LINE. FACE OF CONCRETE

AND FACE OF CMU. REFER TO DETAILS FOR DIMENSION POINT

LOCATIONS.

CODE INFORMATION

1------------------------------------------------------------------------~

THIS RENOVATION PROJECT HAS BEEN DESIGNED TO MEET THE REOUIREMENTS OF THE

FOLLOWING CODES, REGULATIONS AND STANDARDS:

THE FLORIDA BUILDING CODE - 2001 EDITION.

THE NATIONAl. ELECTRICAL CODE - NFPA 2002 EDITION.

ASHR!,E HVAC SYSTEMS AND EQUIPMENT - 2000 I-P EDITION.

ASCE STANDARO 7-98 FOR WIND LOADS.

NRCA ROOFING AND WATERPROOFING MANUAL.

SHEET METAL AND IiIR CONDITIONING CONTRACTORS

ASSOCIATION - ASMM 1993 EDITION.

OSHA STANDARO - 29C,-R FIXED LADDERS - 1917.118.,

NATIONAL

OSHA

OSHA

C:'AN"'AR'J ....., I ,,-,,.1.,

STANDARD

- 29CFR

- 29CFR

ASBESTOS ABATEMENT - 1'310.1001.

FALL PROTECTION - 1920.501.

I I Ig8.~

-1- 1\00.00') , FINISH GRACE

GRADE POINT

EXISTING GRADE

I .-------J r----·---------F-r~-v· IR-,-,]-N-M-,E-N--'-I A-' -L-I-N-F-O-;R-~.!-lf-~ ~·-IO·-l-N~-·-----·-I--- ROOF S Y S rr M ASBE S T OS ANAL YSI S --

, ----------------------·-------·Ts':!:1PLE W i_~.!'~IPLEH~IO~~IvjAi tRIAL OEScRfPTlON AS8ESTO§ FR.,!.A8LE CONDITION QUANTITY

II HAZARDOUS f'vlf''i i ERIALS: I HMIO 1 RCliJl . ROOF CORE SAiV1PLES i II .----------- ! J 4"1l3-BOFrn~ SA~1PLE ._. ----_~.~~~~-~~~_++il~~-~-r-,-o=--------++------~;-,o---_-_~I-__ -_-G~0~0~0~~~:L-6-6-1-1-S-F---l--l.

ASBESTOS CONTAINING MATERIALS (ACM) HAVE BEEN IDENTIFIED WITHIN :HE Af'(EA I J4014 1 ROOF CORE SAMPLE ____ ._. ______ . NO I NO II GOOD OF WORK AS SHOVJN ON THIS SHEET. THE SUBCONTRACTOR SHALL AVOiD CREATING . --I DUST AND DISTURBANCE OF ANY MATERIALS AND FINISHES IDENTIFIED AS ACM I J4015 I ROOF CORE SAi'1PLE I NO NO GOOD NOT CIRECTL Y SHO\;/N AS \';ORK TO BE DONE. HANDLING Of'( DISTURBANCE OF ANY i J4016 I ROOF CORE SAMPLE - --------jf.---N--"O'----f.---N-'O--+--'.G-=O-=O"'-D--+------I I AO·1(S) SHALL BE PER THE ASBESTOS SPECIFICAtiON SECTION 13285 TO ENSURE I' - -----------------1-----'---1-----1----=--'--=-=--1------1

I COMPLIANCE WiTH OSHA 29 CPR 199'U01ZJ1,1926.ml1. H!V1ID i RF01 - ROOF FLASHING .-

, J4018 I ROOF Fl,ASHTNC AROUND VENTS --------------------------+--------+------~--------I------~

J4019

REV!SIONS

SIGNATURES ! DATE

r _____________ , _________ +-DR_A_W_K_~ r ,:OJ) :K§.DN ·hci"i

I ChECKED A . UNLESS OTHERV'!i$E SPECIFQED

OlMENS,ONS ME It. INCHES

FRAC110NS DECIMAtS

- NOT APPUCABLE -

F0153700,Q02

DEPARTMeNT OF THE AIR FORCE

AIR FORCE SPACE COMMAND

45TH SPACF 'NING

~TH SUPPORT GROUP

45Tfi . CIVl~~N~~~~ERI~!::FS~~:~~:

C~PE CANAVERAL AiR FORCE STATION WATt'R PUMP STATION #-1, FACILITY #40906

ROOF REPLACEMENT

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BE REVISED BY COMPUTER ONLY. .... 1 APPROV~?/,_, ;/ //" ~~TE / SIZE DWG, NO. REV

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NOTICE - WH~N GOVERNMENT DRAWINGS, SPECIFICATIONS, OR OTHER DATA

ARE USED FOR ANY PURPOSE OTHER ll-IfoN IN CONNECTION WITl-I A DEFINITELY REIJI,JED GOVERNMENT PROCUREMENT OPERATION, Tl-lE UNITED STATES GOVERN.- MENT THEREBY INCURS NO RESPONSIBiliTY NOR !#'( OBLIGATION WHATSOEVER:

AND TI-tE FACT THAT THE GOVERNMENT MAY HAVE FORMULATED, FURNISHED, OR IN ANY WAY SUPPliED n-tE SAID DRAWINGS, SPE:CIFlGAllONS OR OTHER DATA IS

NOT TO BE REGARDED BY IMPLICATION OR OTHERWISE AS IN ANY MANNER

LICENSING THE HOlDE11 rn ANY OTHER PERSON OR CORPORATION, OR CONVEY ING IWY RIGHTS OR PERMISSION T8 MANUFACTURE, USE, OR SE'Ll ANY PAT~NTEO INVENTION THAT MAY iN ANY WAY BE RB.ATED Tl-IERETO.

7 6 5 4

----" 1 2 3 4 5 6 7 8 'l

+148'-0"

± 1 f -0" tI8'-0" tI8'-0' t18'-0" ±18'-0" +18'-0" +18'-0" +20'-0"

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(A6\ i i ! !fA6\ ! I ! G N-.' ~. i B i : :\QI. : (C~ : ~ ~: B -+-:A~_U)4

TYP. ! TYP. Iii TYP. I V I • -" i I F I I '" ~ (f) TYP. , /' -..... ' I I /' -..... I I I "I, , , ".. , I /rl/~""C-;\! 0 i 0\: 0 : //~\: 0 : 0 n:

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@'~1;=~-:.:.:- -,------- - -- -- --- -- - -- -+ -- - --- - -- ---- -- --- -!- -- --- --- -- -- - ---- -- t- -- ---- , - ----- - ---- -j- -- -- -- -- -- "7 - -, r~- ------ --- -- ----- --j-- - - - --- -- -- --- ---- -"1- --- -- ----- - -- ---- -- ---i- --

~ I . ___ ~___ . _~ - 'D / i' I' tl [i J u ~ I I I - I

~'-01 ~ b'-01 b'-01 A~ 0 lD

STAINLESS~

STEEL GUTTER,

CONF IGURA TIO~j

TO CONFORM

TO SMACNA

ASMM FIG.

1-2 STYLE "A'.

5x6 STAINLESS

STEEL DOWNSPOUT.

CONFIGURATION

TO CONFORM TO

SMACNA ASMM

FIG. 1-32 B & F.

STAINLESS STEEL

DOWNSPOUT HANGER.

CONFIGURATION TO

CONFORM TO SMACNA

ASMM FIG, 1-35B.

CONTINUOUS SEAl_ANT

SBS ~10DIFIED

BITUMEN

INTERMEDIATE

SHEET

D8

7"

I i

STAINLESS STEEL - -.

DRIP EDGE SET

IN ROOFING •

MASTIC AND z· ~ Z FASTENED TO 2: ::E:i EXISTING NAILER. a,. 2:

~JEW PRESSURE / IT

TREATED WOOD !

DEMOl ITION AND NEV.;

'1a" " 1'-0" t;. 'b. -

,Ll. ' , ."

,I ~. ·1

! i

12~ MIN~

SBS MOO. BIT. FLASHING

f>

NAILER w/~rl~~t~g~~~~!~~h=1=~~~~~~l INST ALL AS Nc:uo:::>"",HK

FOR INSTALLATION

OF NEW ROOFING

SYSTEM.

EXISTING WOOD NAILER

TO REMAIN. REMOVE

DECAYED AND ROTTEN

MATERIALS AS NECESSARY

(APPROX. 15% 'WASTE> FOR

INSTALLATION OF NEW

ROOFING SYSTEM.

4' !"iIN.

A8 DRIP EDGE FASCIA

8 7

ROOF

!I,f

PLANS (I)

3 PLY SBS MODIFIED

BITUMEN ROOFING

SYSTEM 'w/BASE

SHEET, RIGID INSUL.

&%' GYPSU~1

PROTECTION BOARD.

ROOF STRUCTURAL

STEEL FRAMING

SYSTEM AND GYPSUM

CONCRETE ROOF DECK.

PROfECT FROM OAMAGE

DURING DEMOLITION

AND RE -ROOF.

~- CMU viALL SYSTEr·/!o PROTECT

FROM DAMAGE

DURING DEtvlO

AND RE -ROOF,

enc; MODr~IED 8'T',',rtN -:>13,,", ,i .. r l 1......,~ t ,I

GRANULAR CAP SHEET

SBS MODIFIED BITUMEN

INTEFlMEDIATE SHEET.

3" RIGID INSULATION

%" GYPSUM

PROTECTION BOARD.

S8S MODIFIED BITUMEN

BAS SHEET

CONTINUDUS STAINLESS

STEF:L CLEAT

EXiSTING CMU WALL

SYSTEM. CONTRACTOR

TO PROTECT FliOM

DAMAGE DURING

DEMOLITION AND RE-ROOF.

CONTINUOUS SEALANT

S8S r'-400IFIED

BITUMEN

INTERMEDIATE

SHEET

STAINLESS STEEL GRAVEL~

SlOP SEl IN ROOFING

MASTIC AND FASTENED

TO EXISTING NAILER.

Z

2: • z

NEW PRESSURE TREATED /

SBS 1"10D. BIT. FLASHING

WOOD NAILER W/ANCHORAGE. +-*=1==-~~~~~.h.l

INSTALL AS NECESSARY FOR

INSTALLATION OF NEI, ROOFING

SYSTEM.

rc-6'\ GRAYEl_ STOP FASCIA \::J 3" = 1'-0"

4" MIN.

SBS MODIFIED BITUMEN

GRANULAR CAP SHEET

SBS MODIFIED 8ITU~1EN

INTERMEDIA TE SHEET.

RIGID INSULATION

%' GYPSUi'1 PROTECTION BOr-,RD.

'08S MrO'''Tcn -.) U 1 __ cu

BITUMEN BASE SHEE1"

-----CONTINUOUS STAINLESS

STEEL CLEAT

EXISTING CMU WALL

SYSTEM. CONTRACTOR

TO PROTECT FRat"

DAMAGE DURING

DEMOLITION A"D RE -ROOF.

!'it' pc B- ~ 13 - ,'- -. nK

_--BUILDING LINE

rOI'ICR~l-O' "/ '- _ t: '" ~\j, 8ROOf1 FINISH u .

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COIV1PACTED

GRAVEL BASE

EXISTl"G LADDER TO BE EXTENDED. COORDlr'JATE

W I CONCRETE SLAB.

BROOM FINISH %" CHA~~FER

TYP.

EXISTl~iG

Ys"/FT GRADE I CONCRETE

EXISTING

BUILDING LINE

NEW 4'-0'x4'-0'x4"-./

CONCRETE SLAB

VERIFY EXISTING

LADDER CONDITlm~S

FOR SLAB THICKNESS

SLAB ~ LADDER

4'-0"

%" RE -BAR

TYP.© EDGE

IY2"=1'-0'

3"=1'--0~

2' 0' 2' 4' 6' 8' 16' 24' 32' II I ! I I Iii I I I I I I i

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DEMOLITION NOTES:

1 • PRIOR TO BEGINNING ANY DEMOLITION A SURVEY OF THE PROPOSED DEMOLITION

AREA SHALL BE MADE BY THE SUBCONTRACTOR TO DETERMINE THE CONNECTIONS.

FRAMING METHODS,AND CONDITIONS OF THE AREA TO BE DISMANTLED. THE

SUBCONTRACTOR SHALL NOTIFY SGS SUBCONTRACT ADMINISTRATOR AND SGS

ARCHITECT PRIOR TO PROCEEDING WITH DEMOLITION OF ANY CONDITION WHICH

MIGHT CAUSE THE UNPLANNEO COLLAPSE OF ANY PORTION OF THE BUILDING.

2. ACCOUNT FOR ALL ELECTRICAL,GAS, WATER,COMPUTER NETWORK CABLE

AND OTHER UTILITY LINES THAT RUN THROUGH ANY AREA OF WORK TO BE

DEMOLISHED. LINES SHALL BE CAPPED, SHUT OFF OR PROTECTED AS REQUIRED.

3. ALL DEMOLISHED MATERIALS SHALL BE PROPERLY DISPOSED IN ACCORDANCE

WITH ALL LAWS AND REGULATIONS. PAY ALL DUMPING FEES. ALL ITEMS THE

OWNER DESIRES TO SALVAGE IN THE AREAS OF DEMOLITION SHALL BE

IOENTIFIED PRIOR TO DEMOLITION. SUBCONTRACTOR SHALL REMOVE AND DELIVER

TO OWNER THOSE ITEMS IDENTIFIED.

4. THE PUBLIC SHALL BE PROTECTED FROM DEMOLITION MATERIAL, DUST,

FUMES, ETC. BY BARRIERS FROM AND OR PLASTIC SHEETS AS REQUIRED.

DEMOLITION WORK SHALL CEASE IF THE PUBLIC IS ENDANGERED IN ANY WAY.

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND COORDINATE AS

REQUIRED.

2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO ALL APPLICABLE STSTE

AND LOCAL. CODES, LAWS, AND REGULATIONS, AND SHALL CONFORM TO THE FLORIDA

BUILDING CODE 2001 EDITION.

3. TAKE CAUTION TO PROTECT SURROUNDING FINISHES AND SYSTEMS EQUIPMENT

WHICH ARE NOT INDICATED TO BE REMOVED.

4. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

SPECIFIC NOTES:

§:::> REMOVE EXISTING ROOF SYSTEM. DEMOLISH ROOFING TO EXISTING GYPSUM

CONCRETE ROOF DECK. CONTRACTOR TO USE PROTECTIVE CLOTHING AND SAFETY

EQUIPMENT FOR POSSIBLE ASBESTOS EXPOSURE. ALSO,CONTRACTOR TO FOLLOW

CCAFS AND SGS ASBESTOS PROCEDURES.

@:> REMOVE AND RE-INSTALL EXISTING MECHANICAL EXHAUST FANS. PROTECT FROM

DAMAGE DURING DEMOLITION ANO RE -ROOF.

[S> NEW ROOF RIDGE LINE CREATED BY TAPERED POLISOCYANURATE INSULATION.

THE TAPER INSULATION SHALL CREATE THE OESIGNATED SLOPE REQUIRED BY

THE FLORIDA BUILDING COOE, NRCA AND MANUFACTURER'S REQUIREMENTS.

@.:> INSTALL NEW STAINLESS STEEL GUTTER AND DOWNSPOUT. SEE DETAIL C8/A-2.

[E> EXISTING ROOF ACCESS LADDER TO REMAIN. PROTECT FROM DAMAGE DURING

DEMOLITION AND RE-ROOF.

[:::> INSTALI_ NEW GALVANIZED STEEI_ GUARDRAILS TO EXISTING ROOF ACCESS

LADDER. SEE OETAIL B4/A-3.

[S::::> REMOVE EXISTING CONCRETE FOR INSTALLATION OF NEW 4'-0'x4'-0'x4' CONCRETE SLAB. SEE DETAIL A6/A-2. E:> CONTRACTOR TO COORDINATE INSTALLATION OF FALL ARREST SYSTEM WITH EXISTING ROOF FRAMING l_AYOUT • r;S;;Y~M~-T;;:;;;,~T'-------~- -- --- ~DESC-R-'P-T'-O--NI-- ,,- ---. ----~--~---~----.I

~"-!.==-=.L _____________ -==_C;--'-C-C':' ___ ,, _______ _

REVISIONS

APPROVED

_.L:'-".:::..l

I SiGNATURES DATE DEPARTMENT OF THE AIR FORCE

'I A!R FORCE SPACE COMMAND

UNLESS OTHER\lVISE SPECIFIED 1- 45TH SUPPORT GROUP '~~~==1~D§AA~W~N~~~~~~~~~ ____________ ~4~5~T5H~S~PAiC~E~w~'tN~G~ __ ~ _________ J 45TH CIVIL ENGINEERiNG SQUADRO~J DIMENSIO~:S ARE iN iNC·iES PATRICK i,IR FORCE , FL 32925

TOLEP.ANCES Oi'i

FRACTJONS DECIMALS ANGLES CAPE CANAVERAL AIR FORCE STAT!ON

- NOT APPUCABLE WATER PUMP STATION #1, FACILITY #40906

F0153700.003 ROOF REPLACEMENT

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B rCCO~~~'P~U~T~ER~D~E~S~IG~N~' ~F~IL]E~NA!M~E:r~~~~~~~~tl~D~E~M~O~L~IT~10~N~A~N~D~N~EW~QR~O~O~F~P~LA~N~.~A THIS DRAWING CREATED ON INTERGRAPH DETAILS AND NOTES m,"osrone" coe smEM "'eD :s":OL~'_ .J~~~ BE REV!SED BY COMPlJTER ONL~ REV

,---r----'4 F 98K01537

A-2 SHEET DBEH021644

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NonCE - WHEN GOVEflNMENT DRAWINGS, SPECIFICATIONS, OR OTHER DATA ARE USED FOR ANY PURPOSE OTHER mAN IN CONNECTION WITH A DEANITELY RELATED GOVERNMENT PROCUREMENT OPERAnON, THE UNITED STATES GOVERN~ MENT Tl-1EREBY INCURS NO RESPDNSIBIUTY NOR ANY OBLIGATION WHATSOEVER AND Tl1E FACT 1HAT THE GOVERNMENT MAY HAVE FORMULATED, FURNISHED, OR IN ANY WAY SUPPUED Tl-1E SAID DRAWINGS. SPECIFICATIONS OR OTHER DATA IS NOT TO BE REGARDED BY IMPUCA1l0N OR OTHERWISE AS IN Am MANNER

LICENSING THE HOLDER OR ANY OTHER PERSON OR CORPORATION, OR CONVEY

ING ANY RIGHTS OR PERMISSION TO MANUFACTURE, USE, OR SELL ANY

PATENIED INVENllOO 1l-IAT MAY IN ANY WAY BE RELATED THERETO.

7 6 5

~ NORTH ELEVATION ~ NORTH ELEVATION ~ EAST ELEVATION

F 1[::::>-iE I I , 'I 'j o c

B

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@ SOUTH ELEVATION

'~CQ ROOF (Q ROOF TOP VENTILATORS

THALER FARA-_

71121 (N.S. 20') - T5

TRAVEL RESTRAINT

ROOF ANCHDR

OR EQUAL.

%" GYPSUM""'""\

PROTECTION \

BOARD.

H-I--H-H"~',:,~_'·:~-" ~-~

.:~-. ";-,,~ · . "-H-I--Hl " '.. . iT _~.",_.o,,-. . .' , •• ' - ,- 0 • ' v ._ '" • " '. ~ , . .

""'=O~"'."'- ~ , <t "- ~ • ~ ". r-: - 0 .-

~'-'~'" ~--:;.·v · .'

EPDM TRIPLE

PRESSURE

GROMHET SEAL.

- STAINLESS STEEL

STACK JACK

FLASHING

SBS MODIFIED

BlTUIViEN

ROOF SYSTEH,

HIL n RM80121PC

PORTLAND CEMENT

BASED REPAIR

~.~. ~.~. ~.~.; .. ~~~ .. , MORTA"( OR EQUAL..

~., .•. :. 4"RIGIO

· ;': . '" 1-++-1--+1" INSULA nON

- ,. -.. - 0' v _0 ~ ... ~ h-'-r-:br"n-

· .". ;". it-++~~ . .

:~.~'.I>,,, . '. .

EXISTING GYPSUM

ROOF DECK SYSTEM.

~.-'-.~=.~=. L,,---,-R=E=S~T-,-R~A=I '-'.N..C-T-,--,-R O=-O=-F,---A,--"N~C~H~O~R

8 7

EXIST!~Ic.;

VENT

EXiSTING STEEL ---

VENTILATOR SHAFT

EXISTING WOOD

NAILER. REPLACE

AS NECESSARY.

STAINLESS STEEL

COUNTER FLASHING.

lYz" RIGID ---- INSUI_ATlDN.

NEW. PRESSURE

TREATED ' .. 1000

CANT.

NEW PRESSURE

TREATED WOOD

NAILER.

@ ROOF (Q ROOF ACCESS LADDER

[I:!..-.::>----"

%' GYPSUiVi PROTECTlON

BOARD,

SBS MODIFIED BIT.

GRANULAR CAP SHEET

(2) SBS 1"10DIFIED

BITUMEN INTERMEDIATE

SHEETS

3" RIGID

INSULATION

SBS MODIFIED

BITUMEN BASE SHEET

, I> • ,I> . ~ .' , .. _~ • ~ .. I>.~ , ~ .: . I> ' ..... I> •• l> - • I> .~.'.'"

",,-." :',,-.' -d-" '&,- • ',,-.' -,,-.' ::"".' :"1'-._ ::"'. :~-.' -f>-r----------~"- EXISTING ROOF STRUCTURE. liz" ~ 1.'-121"

A6 ROOF © VENTILATOR 3"=1'-0';

3" '" l' -0"

6 5

4 3

~ SOUTH ELEVATION

@ROOF ACCESS LADDER

e ROOF (Q GENERATOR EXHAUST

2 1

SPECIFIC NOTES:

§::> REMOVE EXISTING ROOF SYSTEM. DEMOLISH ROOFING TO EXISTING GYPSUM CONCRETE

ROOF DECK. CONTRACTOR TO USE PROTECTIVE CLOTHING AND SAFETY EQUIPMENT FOR

POSSIBLE ASBESTOS EXPOSURE. ALSO. CONTRACTOR TO FOLLOW CCAFS AND SGS

ASBESTOS PROCEDURES.

ffi::=> REMOVE AND RE - INSTALL EXISTING MECHANICAL EXHAUST FANS. PROTECT FROM

DAMAGE DURING DEMOLITION AND RE -ROOF.

II> EXISTING GENERATOR EXHAUST I MUFFLER. PROTECT FROM DAMAGE DURING

DEMOLITION AND RE -ROOF, PROVIDE LIGHTNING PROTECTION. SEE SHEET E-I,

@:> EXISTING OVERHEAD DOOR. PROTECT FROM DAMAGE DURING DEMOLITION AND RE -ROOF.

P EXISTING ROOF ACCESS LADDER TO REMAIN.

r:> INSTALL NEW GALVANIZED STEEL GUARD RAILS TO EXISTING ROOF ACCESS LADDER.

SEE DETAIL C2/A-3.

IS> REMOVE EXISTING CONCRETE FOR INSTALLATION OF NEW 4'-I21"x4'-I21"x4" CONCRETE

SLAB. SEE DETAIL A6/A-2.

B::> EXISTING CMU WALL SYSTEM. PROTECT FROM DAMAGE DURING DEMOLITION AND

RE -ROOF.

[C> EXISTING WINDOW SYSTEM, PROTECT FROM DAMAGE DURING DEMOLITION AND RE -ROOF.

B::> EXISTING LANDSCAPE. PROTECT FROM DAMAGE DURING DEMOLITION AND RE-ROOF.

r=> REMOVE EXISTING DRIP EDGE. CLEAN AND PREPARE ROOF EDGE FOR INSTALLATION OF

NEW ROOF SYSTEM AND STAINLESS STEEL DRIP EDGE AND GUTTER/OOWNSPOUT SYSTEM,

OR GRAVEL STOP FASCIA. SEE DETAILS C8/A-2 OR C6/A-2.

[B:> EXISTING PERSONNEL DOOR. PROTECT FROM DAMAGE DURING DEMOLITION AND

RE -ROOF.

~ EXISTING ENTRY CANOPY. EXISTING ROOF SYSTEM IS TO BE SECURED, CLEANED

SMOOTH,FREE OF DEPRESSIONS AND DRY. PROTECT ADJACENT SURFACES NOT

DESIGNATED TO RECEIVE WATER PROOFING. CLEAN SURFACES TO RECEIVE WATER

PROOFING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. APPLY WATER

PROOFING MATERIAL TO A MINIMUM 4121 MIL TOTAL CURED THICKNESS. IMMEDIATELY

CLEAN UNSCHEDULED SURFACES RECEIVING WATER PROOFING IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

[::=> EXISTING FUEL DIL TANK AND SYSTEM. PROTECT FROM DAMAGE DURING DEMOLITION

AND RE -ROOF.

E:=>- EXISTING EXTERIOR LIGHTING FIXTURE. PROTECT FROM DAMAGE DURING DEMOLITION

AND RE -ROOF.

[t:::> EXISTING ELECTRICAL EQUIPMENT. PROTECT FROM DAMAGE DURING DEMOLITION AND

RE -ROOF.

IT::> EXISTING WATER PUMP STATION PIPING. PROTECT FROH DAMAGE DURING DEMDLITION

AND RE -ROOF ..

14"x2"x2" STRUCTURAL

GALVANIZED STEEL

ANGLE GUARD RAIL

6'-0' r EXISTING

LADDER

6'xS"x9l6' STRUCT URAL EXISTING ~

GALVANIZED STEEL BLDG. \

BASE PLATE W/5/~ ~~~~~~P~R~OF'l17.L~ET7?~~J ANCHOR BOL TS J~/ . _.c.T;,-;.O:;;,-;-R;.;:O;;;:O.c.F_

W/WASHERS II~ 118'-121"

EXISTING ROOF

STRUCTURE SYSTEM.

[2 GUARDRAIL (Q LADDE8

'12" .. 1'-0" i SIGNATURES

I DRAWN

DATE

DESCRIPT10N

REVISIONS

DEPARTMENT OF THE AIR FORCE

AIR FORCE SPACE COMMI\ND

45TH SPACE ','lING

UNLESS OTHERVII'ISE SPECIF~ED I 45TH SUPPORT GROUP

DIMENSlONS ARE IN INChES

TOLERANCES ON

FRACllONS DECIMALS

- NOT APPLICABLE

F0153700.004

ANGLES

45TH CIVIL ENGINEERING SQUADRON

CAPE CANAVEPAl AIR FORCE STATION WATER PUMP STATION #1, FACIUlY #40906

ROOF REPLACEMtNT

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I(Ci~~~~~~~~~;~~~"~E~~~~~~!~~r~~o;,~,~~L]E~N~A:ME~~~~~~~~&~~~:~~~~~P~H~O:T~O::SJ'~E~XT~·CEJR~IO~'~R~E§L:E~V~A~T~I:O~N~~~)\ MICROSTATlDN CAD SYSTEM AN'eO :"";"~' .J~;;::~ AND DETAI BE REVISED BY COMPUTER ONL~ DAlE / SIZE DWG. , ,..---t-~=.:.--; F 98K01537

A-3 . TITLE SUPERVISOR DBEH021644 WON # 00297143 SHEET 4

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NOTICE - WHEN GOVE:RNME:NT DRAWINGS, SPECIFICATlQNS, OR OTHER DATA ARE USED FOR ANY PURPOSI:: OTHER THAN IN CONNECTION WITH A DEFlNITELY

RELATED GOVERNMENT PROCUREMENT OPERATION, THE UNITED STATES GOVERN

MENT THEREBY INCURS NO RESPONSIBILITY NOR ANY 08lJGATlON WHATSOEVER, AND 111E FACT lllAT THE GOVERNMENT MAY HAVE FORMULATED, FURNISHED, OR IN ANY WAY SUPPLIED THE SAID DRll.WINGS, SPECIFICATIONS OR OTHER DATA IS NOT TO BE REGARDED BY IMPLICATION OR OTl-lERWISE - AS IN ANY MANNER

LICENSING THE HOLDER OR ANY OTHER PERSON OR CORPORATION, OR CONVEY_

ING ANY RIGHTS OR PERMISSION TO MANUFACTURE, USE, OR SEll ANY

PATENTED INVENTION THAT MAY IN ANY WAY BE RELATED THERETO.

l ' / ,

(S) , ill

7 6 5

:t 150'-0"

Co • v

-..----------~.~,--------------~.~----.-------__o~--------------.~---------____e__'---------r, D8

LIGHTNING PROTECTION PLMJ

Y8" '" 1'-0 '1

'" '"" ,-u "," '''8 6 7 5 t 4

" f71'

• o

Va" = 1'-0'

• 4 i ' ' ,=-", I ~ " , ' , " , , , ' , ' , " , , , ' , ' , "

, '1f~ f 'If \.

I __ -

P!:' ~ ----------, --, ------

2 1

GENERAL NOTES:

1. LIGHTNING PROTECTION SYSTEM SHALL BE BONDED TO THE FACILITY ELECTRICAL

GROUND AT THE SERVICE.

2. ALL LANDSCAPING (GRASS AND SHRUBS) SHALL BE RETURNED TO THE ORIGINAL

STATE OF LAYOUT PRIOR TO CONSTRUCTION.

3. ALL WORK TO BE COMPLETED IN A NEAT AND WORKMANLIKE MANNER. ALL

DEBRIS AND LEFTOVER CONSTRUCTION MATERIALS SHALL BE REMOVED,LEAVING

THE PROPERTY IN A CLEAN AND SAFE STATE AFTER CONSTRUCTION.

4. ALL COUNTERPOISE CONNECTIONS AND SPLICES SHALL BE EXOTHERMIC WELDS.

5. ROOF SURFACE LIGHTNING PROTECTION CABLE CONNECTIONS MAY BE OF THE

BOLTED TYPE,PROVIDED THE PROPER MATERIAL AND CONFIGURATION ARE USED.

6. ALL METAL ROOF PENETRATIONS AND SAFETY GUARDRAILS AND SHALL BE GROUNDED

TO THE FACILITY LIGHTNING PROTECTION SYSTEM. ANY AND ALL ROOF TURBINE

VENTILATORS SHALL HAVE AIR TERMINALS MOUNTED ATOP EACH INDIVIDUAL HOOD

AND BE BONDED TO THE LIGHTNING PROTECTION SYSTEM BY MEANS APPROPRIATE FOR

THE TYPE MATERIAL USED IN THE CONSTRUCTION OF THE HOOD.

7. THE FIRST INITIAL GROUND ROD OF ANY GROUNDING RING SHALL BE LOCATED AT

A DISTANCE OF 5'-0" FROM THE BUILDINGS EDGE (±18"). ALL GROUND RODS TO BE

20'-0" IN LENGTH, THE SAME MEASUREMENT AS THE DISTANCE BETWEEN GROUND

RODS WITHIN THE GROUNDING RING.

LEGEND:

COUNTERPOISE

GROUND ROD

AIR TER~lINAL

DOWN CONDUCTOR

EXOTHERMIC WELD

MECHANICAL JOINT

EXHAUST FAN w/AIR TERMINAL

ROOF VENT

SYM jZONE I DESCRIPTION

REVISIONS

• I DATE I APPROVED

SIGNATURES DATE DEPARTMENT OF THE AIR FORCE

DRAWN '+,', / """",1", AIR FORCE SPACE COMMAND

f~~~~~;~~~~~~~~~~~~=i~~~~=~,"Y,~"~,,.~'#~'~~tj 45TH SPACE WING UNLESS o! HERVV,SE SPECIFI!;';D CHECKED K.-(--E~GtAND .il' ,- 45TH SUPPORT GROUP

~ 45TH CiVil ENGINEERING SQUADRON

DiMi:NSfONS ABE IN rNCHES ENGU\EER :f"~l, I~ !lU:f/';~"<' .l~':e1-,fi,'*i ____ ~=~PA~TR~IC20K=A~'R~FO'2:R~C'=' R~"~«=32~92":5 ==-:-:------1

TOLERANCES ON -'-

CAPE CANAVERAL AIR FORCE STATION

WATER PUMP STATION #1, FACILITY #40906

FR4CTIONS DEClt,w..s ANGLES

- NOT APPLiCABLE -

F0153700.005 ROOF REPl,L\CEMENT

COMPUTER DESIGN FILE ~ Ji:?)(Afif- LIGHTNING PROTECTiON PLAN 'fi"~ r~HyIB''26''>4; AND NOTES THIS ORAWlNG CREATED eN INTERGRAPH m'

MICROSTATION CAD SYSTEM AND SHALL C ::-".

BE REVISED BY COMPUTER ONLY.

I'-------E --1 ---1---1 s".~c;;- ~'~/~~ _j~DA~TEE--~s~lz'~~DW~G~'N~O-' ----~~~~~~~~---------,~RB~'~

K, WALTERS. , ·trfer/¥ F 98K01537 TITLE S~ "0' i-:P=ROJ,"''''''O '--D-B-E-H-021-64-4-'-IS"'O"'N "7#-0-02-9-71-4-3-'I-;:sH"""'ET;----5-0-!,-5'----I

3 2 1

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