roof replacement · 401 arena road • sulphur, louisiana 70665 board of directors ellender...
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ROOF REPLACEMENTto
ARENA COMPLEXWEST CAL ARENA & EVENTS CENTER
401 Arena Road • Sulphur, Louisiana 70665
Board of Directors
Ellender Architects & Associates, LLCProject Architects
ADRIAN MORENOExecutive Director
Project No. 2020-02 -- File No. 1367
Index of DrawingsGENERAL PROJECT SITE & INFORMATIONC1.1 SITE PLAN
ROOFINGRF1.1 ROOF PLAN & EAST ELEVATIONRF1.2 EXTERIOR ELEVATIONSRF2.1 ROOFING DETAILS & SECTIONS
STRUCTURALS1.0 OVERALL ARENA ROOF FRAMING PLANS1.1 ROOF WIND LOADS PLAN
Charles Ladner & Associates, Inc.Consulting Structural Engineers
JAMES CORMIERChairman
COY VINCENTVice-Chairman
EVELYN WHITESecretary/Treasurer
MEG LOVEJOY • MIKE O'QUINNDARWIN PINDER • MATTHEW VINCENT
WEST CALCASIEU PARISH COMMUNITY CENTER AUTHORITY
WEST CAL EVENTS CENTER
ARENA STALLBARN
WEST CAL ARENA
ROPING ADDITION
SITE PLAN - WEST CAL ARENA & EVENTS CENTER
PRIORITY AREAS
[email protected] Voice ♦ 337-527-8318 Fax
1521 Cypress Street ♦ Sulphur, Louisiana 70663
ROOF
REPLA
CEM
ENT
EJE
2020-02 1367
MARCH 2020
ELLENDERArchitects & Associates, LLC
TO A
RENA C
OM
PLE
XW
EST C
ALC
ASIE
U P
ARIS
H C
OM
MUNIT
Y C
ENTER A
UTHORIT
Y40
1 ARENA R
OAD •
SULP
HUR, L
A 7
0665
C1.1
SITE PLAN
CONSTRUCTION
SM
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UP
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SEWER
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M/HOLE
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(SEALED)
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SEWER EASEMENT
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SEWER EASEMENT
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SEWER
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M/HOLE
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SEWER
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M/HOLE
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SEWER
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M/HOLE
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POWER
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POLE
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POWER
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POLE
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POWER
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POLE
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POWER
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POLE
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POWER
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POLE
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POWER
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POLE
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POWER
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POLE
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ANCHOR
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POWER
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POLE
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POWER
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POLE
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SUPPLY FACILITY
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6' CL FENCE
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6' CL FENCE
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SEWER
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M/HOLE
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SEWER
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M/HOLE
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(SEALED)
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INV= 7.05'
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10'
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15'
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15'
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10'
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ED. CONC.
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SEWER
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STATION
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SECTION LINE
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SECTION LINE
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BACK OF CURB
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BACK OF CURB
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BACK OF CURB
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BACK OF CURB
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C/L ASPHALT ROAD
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SEWER
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C/L ASPHALT ROAD
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DROP BASIN
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TOP= 9.70'
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INV= 7.32'
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DROP BASIN
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TOP= 10.30'
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INV= 7.37'
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DROP BASIN
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TOP= 10.29'
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INV= 7.82'
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DROP BASIN
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TOP= 10.37'
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INV= 7.86'
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DROP BASIN
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TOP= 10.70'
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INV= 8.04'
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TELEPHONE
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HEADWALL
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48" OAK
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18" OAK
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30" OAK
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48" OAK
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18" OAK
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24" OAK
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30" OAK
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OAK
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CLUSTER
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40" OAK
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30" OAK
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24" OAK
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60" OAK
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50" OAK
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INV= 7.01'
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INV= 7.59'
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INV= 6.80'
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INV= 6.58'
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48" PLASTIC PIPES
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FND 3/4"
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IRON ROD
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FND 3/4"
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IRON ROD
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FND 5/8"
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IRON ROD
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25'-S.
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25'-W.
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INV= 6.28'
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36" CPP
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INV= 9.32'
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INV= 9.28'
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TOP BASIN= 10.66'
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INV= 8.05'
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TOP BASIN= 10.51'
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INV= 7.36'
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TOP BASIN= 10.73'
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INV= 8.69'
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ROCK PARKING
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INV= 7.58'
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INV= 7.09'
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N-89%%d36'50"-W 1659.06'
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201.27'
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N-00%%d50'08"-E 740.53'
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165.40'
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N-00%%d47'31"-E 1952.58'
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WATER
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METER
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F/HYD
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INV= 9.14'
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12" P.PIPE
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F/HYD
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INV= 6.00'
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INV= 6.11'
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INV= 7.04'
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INV= 6.97'
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48" P.PIPE
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DITCH
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DITCH
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DITCH
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DITCH
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DITCH
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DITCH
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BARBED WIRE FENCE
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SEWER
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M/HOLE
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SEWER
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M/HOLE
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WATER
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FLOOR EL= 12.39'
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TOP OF CONC.
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EL= 14.43'
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15" RCP
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15" RCP
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SEWER
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#
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%%198
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%%214
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-
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*
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F
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G
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G
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-
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4
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4
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4
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d
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4
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4
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*
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d
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*
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EXISTING FENCE
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MAINTENANCE BUILDING
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ARENA ROAD TO LA STATE HIGHWAY 27
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WEST CAL BOULEVARD TO LA STATE HIGHWAY 27
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LIMESTONE DRIVE
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LIMESTONE DRIVE
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LIMESTONE DRIVE
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PAVED DRIVE
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PAVED DRIVE
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PAVED DRIVE
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PAVED ROAD
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PAVED ROAD
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PAVED ROAD
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PAVED DRIVE
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SEE SHEET RF1.1 FOR ROOF PLAN
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CONTRACTOR SHALL PROVIDE & INSTALL TEMPORARY FENCING (TEMPORARY PLASTIC SNOW FENCE WITH STEEL POSTS) TO DEFINE LAYDOWN AREA
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C1.1
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1
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SCALE: 1" = 100'
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C1.1
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2
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SCALE: 1" = 40'
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MAIN PERFORMANCE ARENA
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MAIN PERFORMANCE ARENA
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STALL BARN
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CONNECTOR
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STALL BARN
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ROPING ADDITION
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ROPING ADDITION
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ROPING CHUTES
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ROPING CHUTES
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This document is an instrument of service and sole property of the Professional Of Record (POR). All information, written or drawn, herein shall be used for this project only. Any attempt to reuse, reproduce, alter, edit, publish, or duplicate this document or any portion thereof is strictly prohibited without the written consent and certification of the POR. Any attempt of the aforementioned shall indemnify and hold harmless the POR of all claims, damages, losses, and legal expenses as a result of unlawful use.
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DOCUMENT PHASE
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CHECKED BY
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PROJECT
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FILE
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DOCUMENT DATE
NORTH ELEVATION - ARENA
KEYNOTES
WEST ELEVATION - ARENA & STALL BARN
NORTH ELEVATION - STALL BARN SOUTH ELEVATION - STALL BARN
SOUTH ELEVATION - ARENA
[email protected] Voice ♦ 337-527-8318 Fax
1521 Cypress Street ♦ Sulphur, Louisiana 70663
ROOF
REPLA
CEM
ENT
EJE
2020-02 1367
MARCH 2020
ELLENDERArchitects & Associates, LLC
TO A
RENA C
OM
PLE
XW
EST C
ALC
ASIE
U P
ARIS
H C
OM
MUNIT
Y C
ENTER A
UTHORIT
Y40
1 ARENA R
OAD •
SULP
HUR, L
A 7
0665
RF1.2
EXTERIORELEVATIONS
CONSTRUCTION
SM
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A2.1
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1
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SCALE: " = 1'364" = 1'
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GRADE
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12
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2
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SECTION THRU CONNECTOR TO ARENA
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OPEN
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OPEN
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OPEN
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OPEN
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OPEN
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OPEN
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EXISTING METAL SIDING TO REMAIN
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EXISTING METAL SIDING TO REMAIN
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REMOVE EXISTING RIDGE CAP. PROVIDE & INSTALL NEW PREFIN. METAL RIDGE CAP AS SPEC.
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REMOVE EXISTING RAKE TRIM. PROVIDE & INSTALL NEW PREFIN. METAL RAKE TRIM AS SPEC.
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REMOVE EXISTING METAL SIDING. PROVIDE & INSTALL NEW PREFIN. METAL SIDING AS SPEC.
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EXISTING 6' GABLE LOUVER, NO WORK.
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EXISTING OFFSET TRIM TO BE REMOVED TO FACILITATE SIDING REPLACEMENT. PROVIDE & INSTALL NEW PREFIN. OFFSET SIDING TRIM FOR NEW METAL SIDING.
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EXISTING BASE FLASHING TRIM TO BE REMOVED TO FACILITATE METAL SIDING & ROOFING REPLACEMENT. PROVIDE & INSTALL NEW PREFIN. METAL BASE FLASHING TRIM AS SPEC.
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EXISTING HIP CAP TRIM TO BE REMOVED TO FACILITATE METAL ROOFING REPLACEMENT. PROVIDE & INSTALL NEW PREFIN. METAL HIP CAP TRIM AS SPEC.
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EXISTING METAL ROOF TO BE REMOVED. PROVIDE & INSTALL NEW PREFIN. STANDING SEAM METAL ROOFING SYSTEM AS SPEC.
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EXISTING METAL PARAPET CAP TO BE REMOVED. PROVIDE & INSTALL NEW PREFIN. METAL PARAPET CAP AS SPEC.
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REMOVE ROOFTOP EXHAUST FAN & CURB TO FACILITATE ROOFING SYSTEM REMOVAL. PROVIDE & INSTALL NEW PREFIN. METAL CURB WITH FLASHING INTO NEW ROOFING SYSTEM. REINSTALL EXISTING FAN, RECONNECT POWER, AND CHECK/VERIFY PROPER EXHAUSTING OPERATION AND CAPACITY.
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REMOVE EXISTING GUTTER & DOWNSPOUT. PROVIDE & INSTALL NEW PREFIN. METAL GUTTER & DOWNSPOUT AS SPEC.
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REMOVE EXISTING CORNER TRIM. PROVIDE & INSTALL NEW PREFIN. METAL CORNER TRIM AS SPEC.
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EXISTING METAL SIDING ABOVE & BELOW EXISTING LOUVERS TO BE REMOVED TO FACILITATE LOUVER REMOVAL. PROVIDE & INSTALL NEW METAL SIDING R-PANELS AS SPEC.
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EXISTING LOUVERS & METAL JAMB COVERS TO BE REMOVED TO FACILITATE BASE FLASHING & COUNTERFLASHING TRIM REMOVAL, SEE KEYNOTE 8. REINSTALL LOUVERS & NEW PREFIN. METAL JAMB COVERS & SIDING AFTER NEW BASE FLASHING & COUNTERFLASHING TRIM HAS BEEN INSTALLED. ENSURE COMPLIANCE WITH WATERPROOFING MEASURES AND WARRANTY.
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REPLACE FLASHING & COUNTERFLASHING WHERE METAL ROOF MEETS MASONRY WALL WITH NEW PREFIN. FLASHING & COUNTERFLASHING.
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REPLACE FLASHING & TRIM WHERE METAL ROOF MEETS EXISTING METAL WALL SIDING WITH NEW PREFIN. METAL FLASHING & TRIM.
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A2.1
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2
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SCALE: " = 1'364" = 1'
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12
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2
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OPEN
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OPEN
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OPEN
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OPEN
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OPEN
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OPEN
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OPEN
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OPEN
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OPEN
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EXISTING METAL SIDING TO REMAIN
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EXISTING METAL SIDING TO REMAIN
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A2.1
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3
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SCALE: " = 1'364" = 1'
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OPEN
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OPEN
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OPEN
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OPEN
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OPEN
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OPEN
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OPEN
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EXISTING METAL SIDING TO REMAIN
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12
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2
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A2.1
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4
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SCALE: " = 1'364" = 1'
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SECTION THRU CONNECTOR TO STALL BARN
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EXISTING METAL SIDING TO REMAIN
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OPEN
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OPEN
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OPEN
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12
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EXISTING METAL SIDING TO REMAIN
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A2.1
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5
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SCALE: " = 1'364" = 1'
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12
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2
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EXISTING METAL SIDING TO REMAIN
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OPEN
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OPEN
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OPEN
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This document is an instrument of service and sole property of the Professional Of Record (POR). All information, written or drawn, herein shall be used for this project only. Any attempt to reuse, reproduce, alter, edit, publish, or duplicate this document or any portion thereof is strictly prohibited without the written consent and certification of the POR. Any attempt of the aforementioned shall indemnify and hold harmless the POR of all claims, damages, losses, and legal expenses as a result of unlawful use.
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DOCUMENT PHASE
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PROJECT
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DOCUMENT DATE
