B08_Solicitation_-_Attachment_2_-_Drawings.pdf

Fire ProtectionElectricalMechanicalArchitecturalStructuralCivil / Process R

E

C:\pwworking\central01\d1570835\G0 COVER.DWG, Layout1, 12/10/2020 10:59:46 AM, QKNUDSEN i:

i'� l:b 1 ii".

I� a

CORNER INTERSECTION

REINFORCINGSHOWII

:��LE ���LE

f ROOFBONDEEAM

PROVICE HAIRPINS SIZED

TO MATCH WALL RENF.

LAPTO HORIZVIIH�

INaCATED 00 PLAN

VERTS{'M-1811

SCHEDULED)

PRCMCE HAIRPINS SIZED

TO MATQ-1 WALL REINF.

LAPTO HORIZVIIHERE

INaCATED 00 PLAN

MCJFULL HBGHT

RAKE OUT MORTAR AND

APPLY SEAL.ANT, TYP EA

FACE,UNO

HORIZ REBAR CONTINUOUS

THROUGH MCJ AT ROCF

LEVEL BOND EEAM {SHOV,/N)

&DISCCX'lTINUOUS AT MC.I

AND ALL OTHER REINFORCED

B..EMENTS SUCH Af3 LINTELS

AND INTERMEDIATE BOND

BEAMS {NOT SHO'v\N)

JA�OREND O::WALL MASOORY CONTROL J9INT {MCJ}

� REINFORCING, SEE CMU WALL REINFORCING SHEDULE

2. INaCATES LOCATION OF VERTICAL BARS AT CENTERLINE O::WAL!., UNO IN

SCHEDULE.

3. EXTEND MCJ FULL HEIGHT a= MASONRY BOND BEAM.

4. LIMIT DISTANCE BETVv'EEN MCJ TO MAX 24'.Q''. SEE DRAWINGS FOR LOCATIONS.

5. HORIZOOT AL JOINT REINFORaNG NOT SHOWN.

6. MOaFY BAR CONFIGURATION 81-fOV\N AS RECUIREDw-tERE TV.o VERTICAL.

REINFORCING BARS ARE SHOWII ON THE SOiEDULE

7. SEE ARCHITECTURAL DRAWINGS FOR MCJ CETAILSAND REMAINCER OF JONT

DETAIL£

CMU WALL REINFORCING

�T TO SCALE

TYPE I REINFORCING l.OCA.TIOO

VERTS I VERTICAL BARS #6@32'' OC SINGLE CENTERED #6@32'' OC DOUBLE CENTERED

HORIZ I TOP OFWAI..L BOND BEAMS US, SEE MASOORYWALL ELEV. CETAIL US, SEE MASONRY WALL ELEV. CETAIL

INTERMEDIATE BOND BEAMS US CCM", A 4'-0'' OCVERT S"ACING US CCM", @4'-0'' OCVERT S"ACING

HORIZ JOINT REINF

LINTELS

9 GAGE WIRE, TRUSS TYPE JOINT

REINF A 16'' OC BETWEEN BCXIID

BEAMS

9 GAGE WIRE, TRUSS TYPE JOINT

REINF A 16'' OC BETWEEN BCXIID

BEAMS

US, SEE MASONRY WALL ELEV. CETAILI US, SEE MASONRY WALL ELEV. CETAIL

SEE CMU REINFORCEMENT ELEVATION I SEE CMU REINFORCEMENT ELEVATION

�Ed

SEENOTE4

SINGLE CENTERED

�I � SEENOTE4

DOUBLE CENTERED

1. PRCMCE THEABOVE SOiEDUL.ED MINIMUM WALL REINFORCING IN ALL CMU, UNO. SEE CMU WALL

REINFORCEMENT DETAIL

2, GROUT ONLY THE CELLS \NITH REINFORCING.

3. MAINTAIN MINIMUM 3" X 3'' CCM"INUOUSVERTICAL CEI.LAT EAOi REBAR. PLACE WALLS TO

MAXIMUM 4'-0' HEIGHT BEFORE GROUTING.

MASONRY REINFORCINO SPLICE TABLE

BAR 6'' 81..00< 8' BLOCK 10" 81..00( 12' 81..00<

SIZE BAR GI a. BAR A a. BAR A EDGE BAR GI a. BAR A EDGE BAR GI a. BAR A EDGE

VIIHBII REQUIRED SPLICE LENGTH EXCEEDS 4'-8'' • USE t.Ea-lANICAL TENSION SPLICES

WITH 1£1,N LIFT GROUTING.

MASONRY REINFORCING SPLICE TABLE

4. PRCMCE 'MRE REBAR POSITIONERS TO HOLD BARS IN PLACE.

5. STOP GROUT POUR 112' IEI..O(HOP OF COURa:AT EAOi GROUT LIFT.

ANGLE:

1. EXTEND f!f' PAST OPENING

\r\lHEN NO Ba...TS.

2. STOP AT ECX3E O:: OPENING

\r\lHERE BOLTS ARE USED, VBIIEER ]�

?YXXN>q I I

[ lr'IIALL CONTINUOUS

L_.,--

1-#5VERT

ED ����INFORCING SCHEDULE

VERT WALL REINF

SEE CMU WALL REINF SCHEDULE

, TYPICAL MASONRY LINTEL BEARING

�T TOs::AL.E

ANAL PLANS 12/30/2021

DESIGNED:

G. STELMASZEK

C. HOLMES

TEO-I. REVIEW:

S.MAGNUSSEN

C,TE

I '""""'

MCJ ADJACENT TO DOOR

SUB SHEET NO. TITLE OF SHEET DRA....,NGNO. ----

80045

S6 STRUCTURAL DETAILS PMISIPl((3N0.

2241128

SHEET

EFFIGY MOUNDS NATIONAL MONUMENT 24o,� i I, I lb 1 1l'.:

u

� �w-�����g,2 ,,,,,,,,,,- FTl>BCJ'.JEGRACEMINIMUM

WITH½EATHERCAf>

===::1

���=r��

DIESEL FIRE PUMP

'MTH EXHAUST

BATTERY RAO<

AND CHARGER

I I L ,J� FIRE CEeARTMENT

DIESELPUMPCFIVER

HEAT EXOiANGER PIPING

TOWASTEOUTLETAND

FLOCASr-lK

EAteR CONNECTIOO (COORDINATE

L---HQRN & STROBE A&NE. FDC

WITH INT AKE LOUVER)

SEE CfVIL SHEET C2

FOR CONTINLIAT�

FIRE PROTECTION FLOOR PLAN

F1 11,11•:1'-0"

SPRINKLER SYSTEM SCHEDULE*

MIN.DENSITY HYDR.OESIGNAREA HOSE"

HAZARD CLASS I (GPM/SQ.-FT.) {SQ.-FT.) (GPM) (MIN) DURATION

ALLAREASNOT

HATCHED

l

"""'DG,OU,2

0.20

I 1500 250

I

�EXTRAHAZARD

-� -- -GROUP2 0.� 2500 500

1.) THE FIRE SPRINKLER CONTRACTOR SHAU. BE RESPONSIBLE FOR DESIGNING A SPRINKLER SYSTEM THAT MINIMIZES FRICTION LOSSES AND PRESSURE DEMAND SUCH THAT THE RESERVOIR WATER SUPPLY IS CAPABLE OF l.) THE CONTRACTOR SHAU.CONDUCT A HYDRANT FLOW TEST IN ACCORDANCE WITH NFPA 291 AT NO AOOTlONAL COST TO THE OWNER PRIOR TO THE DESIGN OF AUTOMATIC SPRINKLER SYSTEM. THE CONTRACTOR SHALL COMPARE THEIR FLOW TEST RESULTS WITH TEST DATA BELOW AND USE THE LOWEST PRESSURE OFT HE

TWO DESIGNS, INCLUDING SAFETY FACTORS IN FIRE PROTECTION SYSTEMS SPEC 21 10 00.

3.J FlRE PUMP SHALL BE PEERLESS PUMP MOOEL6AEF16G OR EQUAL{DIESEL DRIVER WITH HEAT EXCHANGER COOLED)- CAPACITY SHALL BESOO GPM tJ 16 PSI AT THE DISCHARGE Fl.ANGE OF THE FIRE PUMP. FIRE PUMP

ASSEMBLY ANO ALL COMPONENTS SHALL BE NSF-61 RATED. SEE SPECIFACTION 21 10 00.

-4.) FIRE PUMP HEAT EXCHANGER SHALL DISCHARGE TO A VISIBLE OPEN WASTE OUTLET PER NFPA 20 - 11.2.8.7.2

MAXIMUM DISCHARGE TEMPERATURE UO DEGREES.

CESIGNED: SUB SHEET NO. ----

ANOWKA

mm, T.FREEMAN

F1 z.:a-t. REVIEW:

SACHSEt#.4AJER

IY-.TE:

FINALPLANS12/Xl/2021 I 12/J0/l021

FM€ PBPJ§CIJ9N A§N§R&l NOJil

1. THE FIRE PUMP ROOM PIPING SCHEMATIC IS DIAGRAMTIC

ONLY AND THE CONTRACTOR SHALL BE RESPONSIBLE TO

PROVICE ALL VALVES, ACCESSORIES, ETC AS INDICATED IN

THE FIRE PUMP sa-tEMATIC ANDAS REQIJIRB) BY NFPA 13, NFPA 20 AND NFPA 22.

2. CONTRACTOO SHALL BE RESPONSIBLE FOO PROVIDING A

FULLY FUNCTICU'L SYSTEM IN OOMPUANCE'MTH NFPA 13,

NFPA 20 AND NFPA 22.

3. CONTRACTOO SHAU. BE RESPONSIBLE FOR COORDINATING

ALL REQUIRED TANK CRITERIA (I.E. PENETRATIONS,

LOCAT�S, ETC) WITH TANK tMNUFACTURER, INQ.UONG

BUT NOT LIMITED TO ALL TANK CONNECTICJ',IS AND THE

FINAL LOCATION OF THE SUt.f>. THE NEW FIRE WATER STORAGE TANK SHALL BE PROVICED AS CEsc:RIBED IN

SPEOFICATI0021 12 00.

◄. CONTRACTOO SHAU. BE RESPONSIBLE FOR ENSURING THE

FINAL INST ALL OOMPUES WITH ALL CCOE AND

MANUFACTURER REQUIRED CLEARANCES.

S. THE OESEL FIRE PUMP HEAT EXQ-IANGs:! OXLINO LOOP

SHALL BE SIZED AND SUPPLIED AS REQUIRED BY THE PUMP

MANUFACTURER AND NFPA 20 AND NFPA 22. TYPICALLY THE

SUPPLY COMES FROM THE OSOiARGE OF THE PUt.f>. THE ax:t.lNG LOCP DISCHARGE SHALL BE ROUTED TO THE FLOOR SINK THE CXXlUNG LOOP SHALL INQ.UCE ALL

NECESSARY EQUIPMENT INO...UONG STRAINERS,

ACTIVATIOO sa..ENOID, MANUAL BYPASS LINE, ETC.

6. THE NEW FIRE ALARM PANEL IN THE FIRE PUMP & WATER

STORAGE TANK BUILDING'S NEW FIRE PUMP ROOM WILL BE

A REMOTE PANEL REPORTING TO THE MA.STER FIRE ALARM

PANEL ON SITE. �INATE MASTERPANELLOCATION

'MTH QIM4s:!, THE NEW FIRE Al.ARM SYSTEM SHALL BE NET\/olCAKEDBET\4JEEN Bl.JILONGS USING NEJ\IIJORK

CABLING IN BURIED CONOJIT. NEW FIRE ALARM SYSTEM

SHAU. BE UTILIZED TO MONITOR THE FIRE PUMP SIGNALS,

FIRE SPRINl<I...ER SYSTEM SWITQiES AND VALVES, AND TO MONITOO THE EXISTING Al.ARM SYSTEM FOO ALARM, TROOBLE, AND SUPERVISORY SIGNALS. THE NEW FIRE

ALARM SYSTEM SHALL BE PRO\IICED AS CE�BED IN

SPEOFICATIOO 28 31 00.

7. ALL PANELS 51-IALL BE SURFACED MOUNTED w-lEN

LOCATED ON A RATED WALL

FIRE PRQTECTIOO LEGEND

� 1 HOUR FIRE BARRIER

"' FIRE EXTINGUISHER

TITLEOFSI-IEET DRA'MNGNO.

80045

FIRE PROTECTION FLOOR PMISJPKGNO.

PLAN

2241128

SHEET

EFFIGY MOUNDS NATIONAL MONUMENT - OF� 39