meyer engineers, ltd.€¦ · sheet number on which enlarged detail is drawn. sheet where elevation...
TRANSCRIPT
of sheets7
sheet no.
project no.
revised
date
checked
drawn
Meyer
En
gin
eers
, L
td.
4937 H
ears
t S
treet
. S
uit
e 1
B . M
eta
irie
, L
ou
isia
na 7
0001
ph
on
e.5
04.8
85.9
892 . f
ax.5
04-8
87-5
056
web
site
.ww
w.m
eyer-
e-l
.co
m
20-1741
4.26.2018
DPM
XX
4.26.2018
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FACE OF CONCRETE FACE OF FINISH FACE OF STUDS FEET PER MINUTE FIRE PROOF FIRE RATED FULL SIZE FOOT OR FEET FOOTING FURRING FUTURE GAUGE GALLON GALVANIZED GRAB BAR GRADE LINE GLASS GROUND GALLONS PER MINUTE GRADE GYPSUM HOSE BIBB HOLLOW CORE HANDICAPPED HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT INSIDE DIAMETER INSULATION INTERIOR INVERT JANITOR JUNCTION BOX JOINT KITCHEN LABORATORY LAMINATE LAVATORY POUND LIGHT LINEAR LOCKER LIVE LOAD LEFT MAXIMUM MEDICAL CABINET
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MECH. MEMB. MFR. MH. MIN. MIR. MISC. M.K.J. M.O. M.P.H. MBLT. M.T. MTL. MTD. MUL. N. N/A N.I.C. NO. or # NOM. N.T.S. O.A. OBS. O.C. O.D. OFF. OPNG. OPP. PL. P.LAM. PLAS. PLYWD. P.M.S. PNL. POS. PR. PRCST. PREFAB. PREFIN. PT. P.T.D. P.T.D./R. PTN. P.T.R. Q.T. QT. QTR. QUANT. 1/4 RD. R.
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MECHANICAL MEMBRANE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS METAL-KEYED JOINT MASONRY OPENING MILES PER HOUR MARBLE THRESHOLD METAL THRESHOLD METAL MOUNTED MILLION NORTH NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL OBSCURE ON CENTER OUTSIDE DIAMETER OFFICE OPENING OPPOSITE PLATE PLASTIC LAMINATE PLASTER PLYWOOD PREFINISHED METAL SIDING PANEL POSITIVE PAIR PE-CAST PREFABRICATED PREFINISHED POINT PAPER TOWEL DISPENSER COMBINATION PAPER TOWEL DISPENSER & RECEPTACLE PARTION PAPER TOWEL RECEPTACLE QUARRY TILE QUART QUARTER QUANTITY QUARTER-ROUND RISER
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RADIUS REINF. CONC. PIPE ROAD ROOF DRAIN REFERENCE REFRIGERATOR REGISTER REINFORCED REQUIRED RESILIENT ROOM RANGE ROUGH OPENING REVOLUTIONS PER MINUTE RIGHT REDWOOD RAIN WATER LEDER SOUTH SUSPENDED ACOUS. TILE SOLID CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER SYSTEM SECTION SHELF SHOWER SHEET SIMILAR SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SPECIFICATION(S) SQUARE STAINLESS STEEL SERVICE SINK STATION STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL TEE TOP OD CASTING TOP OF CONCRETE TRANSFORMER TREAD TOWEL BAR TOP OF CURB TELEPHONE TERRAZZO TOUNGE & GROOVE THICK
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RAD. RDP. RD. R.D. REF. REFR. RGTR. REINF. REQ. RESIL. RM. RNG. R.O. R.P.M. RT. RWD. R.E.L. S. S.A.T. S.C. S.C.D. SCHED. S.D. SYS. SECT. SH. SHR. SHT. SIM. S.N.D. S.N.R. SPEC. SQ. S.ST. S.SK STA. STD. STL. STOR. STRL. SUSP. SYM. T. T/C TRANS. TRD. T.B. T/C TEL. TER. T.&G. THK.
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T/P T.P.D. T/S T.V. T/W TYP. UNF. U.O.N. UR. V. V.C.T. VERT. VEST. VOL. VOJ. V.W.C W. W/ W.C. WD. W.H. W/O WP. WSCT. WT. W.G. YD.
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TOP OF PAVEMENT TILET PAPER DISPENSER TOP OF STEEL TELEVISION TOP OF WALL TYPICAL UNFINISHED UNLESS OTHERWISE NOTED URINAL VOLTS VINYL COMPOSITION TILE VERTICAL VESTIBULE VOLUME VERIFY ON JOB VINYL WALL COVERING WEST WITH WATER CLOSET WOOD WATER HEATER WITHOUT WATER PROOF WAINSCOT WEIGHT WATER GAGE YARD
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& L @
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ABBREVIATIONS
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ACOUS. ACT. ADD. A.D. ADJ. A.F.F. AGGR. AL. ALT. APPROX. APT. ARCH. ASB. ASPH. AVE. AVG. BD. BITUM. BLDG. BLK. BLKG. B.L. BM. B.M. BOT. BRG. BRS. BRZ. B&S. CAB. C.B. CEM. CER. C.F.M. C.G. C.I. C.J. C.S.P. CLG. CLKG. CLO. CLR. C.M.U. CMTR. C.O. COL. CONC. CONN.
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AND ANGLE AT CENTERLINE DIAMETER OR ROUND POUND OR NUMBER ACOUSTICAL ACTUAL ADDENDUM AREA DRAIN ADJUSTABLE ABOVE FINISHED FLOOR AGGREGATE ALUMINUM ALTERNATIVE APPROXIMATE APARTMENT ARCHITECTURAL ASBESTOS ASPHALT AVENUE AVERAGE BOARD BITUMINOUS BUILDING BLOCK BLOCKING BUILDING LINE BEAM BENCH MARK BOTTOM BEARING BRASS BRONZE BELL & SPIGOT CABINET CATCH BASIN CEMENT CERAMIC CUBIC FEET PER MINUTE CORNER GUARD CAST IRON CONTRACTION JOINT CORRUGATED STEEL PIPE CEILING CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT COUNTER CLEAN OUT COLUMN CONCRETE CONNECTION
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CONSTR. CONT. ORR. CTSK. CTR. CU.FT. CU.YD. DLB. DEPT. D.F. DET. DIA. DIM. DISP. DN. D.O. DR. DWR. DS. D.S.P. DTL DWG. E. EA. E.I.F.S E.J. EL. ELEC. ELEV. EMER. ENCL. E.P. EQ. EQPT. E.W.C. EXIST. EXPO. EXP. EXT. F.A. F.B. F.D. FDN. F.E. F.E.C. F.F. F.H.C. FIN. FL. FLASH. FLG. FLOUR.
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CONSTRUCTION CONTINUOUS CORRIDOR COUNTERSUNK CENTER CUBIC FEET CUBIC YARDS DOUBLE DEPARTMENT DRINKING FOUNTAIN DETAIL DIAMETER DIMENSION DISPENSER DOWN DOOR OPENING DOOR DRAWER DOWNSPOUT DRY STANDPIPE DETAIL DRAWING EAST EACH EXTERIOR INSULATION & FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMERGENCY ENCLOSURE ELECTRICAL PANELBOARD EQUAL EQUIPMENT ELECTRIC WATER COOLER EXISTING EXPOSED EXPANSION EXTERIOR FIRE ALARM FLAT BAR FLOOR GRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CAB. FACE OF FOUNDATION FIRE HOSE CABINET FINISH FLOOR FLASHING FLOORING FLUORESCENT
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F.O.C. F.O.F. F.O.S F.P.M. FPRF. F.R. F.S. FT. FTG. FURR. FUT. GA. GAL. GALV. G.B. G.L. GL. GND. G.P.M GR. GYP. H.B. H.C. H/C HDWD. HDWE. H.M. HORIZ. HR. HGT. I.O. INSUL. INT. INV. JAN. J.B. JT. KIT. LAB. LAM. LAV. LB. LT. LIN. LKR. LL. LT. MAX. M.C.
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TRUE NORTH
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T001
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VICINITY MAP
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N.T.S.
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1
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T001
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N:\Projects Active\20-1400\20-1406A\Drawings\Design\20-1406A T001 Title Sheet.dwg
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ELEVATION
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PARTITION TYPE REFERENCE NO. FOR WALL PARTITION TYPE REFER TO PARTITION SCHEDULE. (NO SYMBOL AT STD. PARTITION)
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REVISION CLOUD AROUND REVISION (OPTIONAL IF REFEREEING TO GENERAL REVISION)
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DOOR SYMBOL
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WINDOW TYPE LETTERS "I" AND "O" ARE OMITTED INTENTIONALLY
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AREA OF DETAIL
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KEY NOTE
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ENLARGED DETAIL
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DETAIL INDICATES SECTION OR DETAIL NO. 3 APPEARING ON SHEET 26
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PXX
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3/26
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GRID LINES FOR SURVEYOR'S GRID, ETC. MODULE GRID, ETC..
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ROOM IDENTIFICATION
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MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED
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WORK POINT, CONTROL POINT, OR DATUM POINT
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COLUMN LINE LETTERS IN ONE DIRECTION NUMBERS IN THE OTHER DIRECTION
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XXXX
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GRAPHIC SYMBOL LEGEND
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SECTION LINE
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EQUIPMENT TYPE
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INDICATES SCALE
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TITLE
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SCALE
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DRAWING.DWG
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SHEET WHERE SECTION IS DRAWN
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SHEET NUMBER ON WHICH THIS SECTION OR DETAIL IS CUT OR REFERENCED (ONE SHEET ONLY)
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SHEET NUMBER ON WHICH THIS SECTION OR DETAIL IS DRAWN
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SECTION OR DETAIL NO.
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FILE NAME OF DETAIL
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EQUIPMENT GROUP
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TYPE OF EQUIPMENT X=X-RAY; F=FOOD SERVICE
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ROOM NUMBER
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ROOM NAME
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SECTION IDENTIFICATION
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DETAIL NUMBER
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SHEET NUMBER ON WHICH ENLARGED DETAIL IS DRAWN
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SHEET WHERE ELEVATION IS DRAWN
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ELEVATION IDENTIFICATION
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MATERIALS LEGEND
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ELEVATION BRICK CERAMIC TILE CONCRETE or PLASTER GLAZING MASONRY (STACKED BOND) SHEET METAL WOOD PLAN or SECTION ACOUSTICAL TILE BRICK CERAMIC TILE CONCRETE CONC. MASONRY UNITS EARTH FLOORING, RESILIENT GYPSUM BOARD or PLASTER GYPSUM SHEATHING INSULATION, RIGID INSULATION, RIGID METAL (LARGE SCALE) METAL (SMALL SCALE) PLYWOOD SAND FILL SHELL FILL TERRAZZO TILE ON CONCRETE WOOD, FINISHED WOOD, ROUGH
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SHEET INDEX
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A100
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ROOF PLAN - HUMAN RESOURCES
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TITLE SHEET
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T001
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TITLE SHEET
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1
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HUMAN RESOURCES
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A101
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ROOF PLAN - ARMORY
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RE-ROOFING OF ASCENSION PARISH'S WEST BANK HUMAN RESOURCES AND ARMORY WEST BANK HUMAN RESOURCES AND ARMORY AND EAST BANK COURTHOUSE ASCENSION PARISH, OWNER PARISH PRESIDENT KENNY MATASSA COUNCIL MEMBERS DISTRICT 1 - OLIVER JOSEPH DISTRICT 2 - BILL DAWSON DISTRICT 3 - TRAVIS TURNER DISTRICT 4 - DANIEL "DOC" SATTERLEE DISTRICT 5 - DEMPSEY LAMBERT DISTRICT 6 - RANDY CLOUATRE DISTRICT 7 - AARON LAWLER DISTRICT 8 - TERI CASSO DISTRICT 9 - TODD LAMBERT DISTRICT 10 - JOHN CAGNOLATTI DISTRICT 11 - BENNY JOHNSON OWNER PROJECT NO. PM-18-04-001 A/E PROJECT NO. 20-1741
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A200
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DETAILS
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WESTBANK PROJECT LOCATION DONALDSONVILLE, LA
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N.T.S.
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T001
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3
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LOCATION PLAN - WEST BANK
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TRUE NORTH
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A102
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1
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COURTHOUSE
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RE-ROOFING OF ASCENSION PARISH'S
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WESTBANK HUMAN RESOURCES AND ARMORY
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AND EASTBANK COURTHOUSE
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A101
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1
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ARMORY
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EASTBANK PROJECT LOCATION GONZALES, LA
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4
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LOC. PLAN - EAST BANK
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S. Worthy
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DONALDSONVILLE
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GONZALES
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A102
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ROOF PLAN - COURTHOUSE
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A201
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DETAILS
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GENERAL NOTES
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T002
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4.26.2018
of sheets7
sheet no.
project no.
revised
date
checked
drawn
Meyer
En
gin
eers
, L
td.
4937 H
ears
t S
treet
. S
uit
e 1
B . M
eta
irie
, L
ou
isia
na 7
0001
ph
on
e.5
04.8
85.9
892 . f
ax.5
04-8
87-5
056
web
site
.ww
w.m
eyer-
e-l
.co
m
20-1741
4.26.2018
DPM
XX
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T002
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GENERAL NOTES
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N:\PROJECTS ACTIVE\20-1700\20-1741\DRAWINGS\BID DOCUMENTS\20-1741 2 T002 GEN NOTES.DWG
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1.Scope of Work: The Scope of Work for this project can Scope of Work: The Scope of Work for this project can generally be described as follows: A.Prepare existing roof membrane and roof accessories. Prepare existing roof membrane and roof accessories. B.Install fluid-applied roofing system on existing roof Install fluid-applied roofing system on existing roof membrane. 2.Existing building has been drawn from limited field Existing building has been drawn from limited field measurements, information provided by the owner and observations. Bidders and successful Contractor shall be responsible for verifying all existing dimensions and conditions prior to submitting bid and again prior to execution of the work. 3.The Contractor shall not split the set of Construction The Contractor shall not split the set of Construction Documents to distribute to their subcontractors. The documents provided for construction are to remain a complete set of documents and are to be used for construction of the project. The Contractor shall be required to provide and perform any work shown on any sheet of the documents regardless of where it is shown. If there is conflicting information in the documents then the more stringent of the requirements shall be required. 4.Contractors are advised that the A/E shall NOT issue to him Contractors are advised that the A/E shall NOT issue to him or any of his Subcontractors the Auto CAD drawings for this project. All drawings required by the Contractor or any of his Subcontractors will have to be drawn by the appropriate party. 5.Contractor shall submit a detailed construction schedule to the Contractor shall submit a detailed construction schedule to the A/E ten (10) days after receipt of notice of award. Contractor shall submit a revised construction schedule at the pre-construction conference. Contractor shall submit revised construction schedules to the A/E monthly thereafter. 6.The Contractor shall visit the site and thoroughly acquaint The Contractor shall visit the site and thoroughly acquaint himself with all aspects of the work outlined in these bidding and construction documents prior to submitting a bid. Any discrepancies shall be brought immediately to the attention of the A/E. 7.Prices quoted shall be complete so as to cover every cost, Prices quoted shall be complete so as to cover every cost, expense, fee or charge incurred by the bidder in performance of the contract, including all federal, state, and local taxes. Prices quoted shall include all transportation, loading, unloading, packing, crating, and storage charges (as applicable), and shall be FOB shipping to the project site in Ascension Parish, Louisiana. 8.The A/E shall apply for the local plan review and submit the The A/E shall apply for the local plan review and submit the documents to the Louisiana State Fire Marshal. However, the Contractor shall pick up and pay for the building permit and any other required permits. 9.The Contractor shall allow Owner representatives access to the The Contractor shall allow Owner representatives access to the site at all times. 10.Contractor shall at all times conduct his operations as to Contractor shall at all times conduct his operations as to ensure the least inconvenience to the general public and adjacent property owners. 11.All work must conform to the requirements of the Departments All work must conform to the requirements of the Departments of Inspection and Code Enforcement, Safety and Permits, Louisiana State Fire Marshal's Office, Public Works Departments, Public Utilities, accompanying project specifications and other such Parish, State, or Federal Standards that are applicable. 12.Staging Area: Contractor shall store all his materials, supplies, Staging Area: Contractor shall store all his materials, supplies, and equipment in the staging area. Contractor shall protect his staging area with temporary fencing as he deems necessary against theft and vandalism. Owner shall not be responsible for theft and vandalism to Contractor's shed or any materials, supplies or equipment stored on in the staging area. 13.The contractor shall provide self-contained portable toilet units The contractor shall provide self-contained portable toilet units for use by his work force. Use of the building toilet facilities shall not be permitted. 14.Contractor shall provide clean cold ice water in approved water Contractor shall provide clean cold ice water in approved water jugs and drinking cups for his work force at all times when work is in progress. 15.A list of names and photographs of all workmen shall be A list of names and photographs of all workmen shall be submitted to Ascension Parish prior to commencing any work. All workmen shall possess company identification at all times when they are working around the building. 16.Onsite parking for contractor's personnel shall be permitted but Onsite parking for contractor's personnel shall be permitted but only at the locations approved by the Owner. The contractor shall not allow any vehicles to park at any other location on the project site. 17.Deliveries: Vehicles delivering materials, supplies and equipment Deliveries: Vehicles delivering materials, supplies and equipment for the project shall be allowed on the building site. Contractor shall unload materials and equipment in a timely manner and then move the delivery vehicle off site. 18.Waste materials: Dispose of regulated waste materials off site, Waste materials: Dispose of regulated waste materials off site, in a legal manner and in accordance with local, State and Federal laws, codes, ordinances and regulations. All other waste materials shall be disposed of in a trash dumpster that is provided by and paid for by the general contractor. Locate trash dumpster as directed by owner. 19.Contractors are required to research local noise laws, codes Contractors are required to research local noise laws, codes and ordinances allowed and times allowed. 20.The Contractor shall maintain all parts the exterior of the The Contractor shall maintain all parts the exterior of the building in a clean and sanitary condition at all times. Other portions of the project site are not to be disturbed such as parking lots, landscape areas and lawn areas. Do not allow trash and construction debris to accumulate around the project site. Repair all damage caused by the contractor's operations. Take all precautions necessary to protect the building and its occupants during the work. 21.The Contractor shall not access the work area through the The Contractor shall not access the work area through the interior of the building. Confine work to the roof and exterior areas of the project. Contractor shall daily clean all areas not in the construction area that become dusty and dirty due to construction activities. 22.Contractor shall protect adjacent property and improvements Contractor shall protect adjacent property and improvements from damage, and shall replace any portions damaged through his operation at his own cost. All repair work shall be subject to approval of the A/E. 23.Work hours: work hours for this project shall be during daylight Work hours: work hours for this project shall be during daylight hours. Work on the weekends and holidays shall be at the Contractor's option and with written permission from the Owner. Off hours work shall be performed at no additional cost to the Owner. 24.No Smoking. Smoking is not permitted anywhere on the site. No Smoking. Smoking is not permitted anywhere on the site. This includes vapor or E-Cigarettes. 25.Drugs, Alcohol and Firearms are not allowed anywhere on the Drugs, Alcohol and Firearms are not allowed anywhere on the playground property. 26.Workmen shall at all times be appropriately dressed. Shirts and Workmen shall at all times be appropriately dressed. Shirts and shoes shall be worn at all times. Pants shall not be worn below the waist line. Shirts may not have any vulgar references, alcoholic advertisements, tobacco advertisements or references to drugs. 27.All workmen are to conduct themselves in a professional All workmen are to conduct themselves in a professional manner at all times and that any workman making cat calls or wolf whistles will be immediately escorted off the project site permanently. 28.At any time work is in progress the Contractor shall have a At any time work is in progress the Contractor shall have a Foreman or Superintendent on site directing the work. The Contractor's Foreman or Superintendent shall check in daily with the Owner's on site representative and give the Owner's representative his mobile phone number. The Contractor's Foreman or Superintendent shall also give to the Owner's on site representative a list of names of the workmen that will be working on the site that day. 29.Contractor shall provide temporary fencing for the duration of Contractor shall provide temporary fencing for the duration of the project. Construct and maintain fencing and barricades sufficient to prevent injury to persons and damage to property in accordance with all safety laws and requirements. Provide fencing to exclude unauthorized visitors from the site. The type of protection fencing is to be determined by the contractor; please note that caution tape, orange plastic fence, or a single chain will not be sufficient. 30.The A/E will not make color or material selections on individual The A/E will not make color or material selections on individual products submitted for review but will make all color and all color and color and material selections at one time after he has received all items that require a color and material selection. Samples that require a color and/or material selection shall be submitted to the A/E as soon as possible so that he, together with the Owner, may coordinate all colors and materials of the entire building at one time. No extra time will be given to the Contractor for delays caused by his office not submitting colors and materials to the A/E in a timely manner. 31.General Contractor shall be responsible for contacting and General Contractor shall be responsible for contacting and coordinating with the appropriate utility company for the construction, connection, relocation or removal of any and all utilities required for this project including but not limited to electric power, water, sewer, drainage, and any other utility required for this project. Contractor shall be responsible for paying for all construction, connection, relocation or removal cost and any and all permits and fees associated with the construction, connection, relocation or removal of any utility required for this project. Contractor shall be responsible for contacting and coordinating with the appropriate utility company for the construction, connection, relocation and removal of any electric power poles, water lines, sewer lines, drainage lines, gas lines, telephone poles, utility poles, telephone lines, cable television lines, Internet lines and any other utility required for this project. 31.1.Contractor shall contact the utility companies or departments Contractor shall contact the utility companies or departments listed below prior to commencement of construction. It is the Contractor's responsibility to determine if there are any other utilities in the area and to contact the appropriate utility company: 31.1.1.Louisiana One Call Louisiana One Call 31.1.2.Local Electrical Company Local Electrical Company 31.1.3.Local Gas Company Local Gas Company 31.1.4.Department of Public Works Department of Public Works 31.1.5.Parish and or City Engineering Department Parish and or City Engineering Department 31.1.6.Parish and or Recreation Department Parish and or Recreation Department 31.1.7.Department of Transportation and Development Department of Transportation and Development 32.Contractor shall notify those affected by construction 48 hours Contractor shall notify those affected by construction 48 hours prior to disruption of utility service. Utility services shall be promptly repaired and not remain out of service overnight. 33.Contractor shall give affected utility company advance and Contractor shall give affected utility company advance and adequate notice (three days minimum) prior to commencement of demolition or construction. 34.Contractor is required to give the Owner 72 hours advanced Contractor is required to give the Owner 72 hours advanced written notice for any required shut downs. 35.Existing utility locations shall be field verified. Contractor shall Existing utility locations shall be field verified. Contractor shall make provisions to protect existing utilities so as not to damage or disrupt these utilities. Contractor shall verify location of utilities prior to starting work. 36.Contractor shall coordinate and pay for the de-energizing and Contractor shall coordinate and pay for the de-energizing and re-energizing of power lines for construction purposes as required by local, State and Federal Agencies. 37.The location of the Project sign is not shown on the drawings. The location of the Project sign is not shown on the drawings. Contractor shall coordinate with the Owner where to locate the Project Sign. 38.All areas affected by construction shall be graded to provide All areas affected by construction shall be graded to provide positive drainage. 39.The contractor shall allow public access to the interior of the The contractor shall allow public access to the interior of the building during construction. The Contractor shall provide temporary pedestrian access protection when construction impacts the existing sidewalk or entrances to the buildings. 40.Protect all existing trees, plantings, and lawn from damage. Protect all existing trees, plantings, and lawn from damage. Trim tree branches as necessary for execution of the work. Review proposed tree trimming with the Architect prior to trimming the trees. All street signs fences, shrubbery etc., relocated during construction shall be returned to their original location and in original conditions. 41.All grass areas affected by construction shall be covered with All grass areas affected by construction shall be covered with sod and receive fertilizer. Water areas immediately. 42.All surfaces shall be thoroughly cleaned at the completion of All surfaces shall be thoroughly cleaned at the completion of the demolition phase of the project. 43.Contractor shall coordinate all demolition work with new required Contractor shall coordinate all demolition work with new required work prior to completion of the demolition phase of the project. 44.Noisy work: Contractor is advised that the site will be Noisy work: Contractor is advised that the site will be occupied during construction and that if may be necessary for the owner to direct him to stop performing excessively noisy work (such as grinding or drilling) in some areas. Upon notification the contractor shall immediately stop the noisy work and relocate his work to another area. No extra charge shall be allowed if the contractor is directed to stop work in a specific area. 45.Work that involves odor emitting material or equipment: Work that involves odor emitting material or equipment: Contractor is advised that the building will be occupied during construction and that it may be necessary for the Owner to direct him to stop performing work that produces an objectionable odor. Such odorous work shall include but shall not be limited to painting, adhesives, new flooring, equipment that produces exhaust, or any other objectionable odor produced by the work. Upon notification, the Contractor shall immediately stop the odorous work and perform work to another area. No extra charge shall be allowed if the contractor is directed to stop odorous work. Contractor is advised that the odorous work will have to be performed during off hours, at night, weekends or holidays as directed by the Owner. Odorous work to be performed on this project requires 48 hours advance written notice to the Owner. 46.The Contractor shall seal all joints around any and all exterior The Contractor shall seal all joints around any and all exterior wall penetrations, cut outs, joints, etc. that are in the scope of the Work, so that no moisture can penetrate the building. 47.Safety precautions and programs are the responsibility of the Safety precautions and programs are the responsibility of the contractor: 47.1.The contractor shall be responsible for initiating, maintaining The contractor shall be responsible for initiating, maintaining and supervision all safety precautions and programs in connection with performance of the contract. 47.2.The contractor shall comply with applicable laws, ordinances, The contractor shall comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of persons or property or their protection from damage, injury or loss. 47.3.The contractor shall take precautions for safety of, and shall The contractor shall take precautions for safety of, and shall provide protection to prevent damage, injury or loss to employees on the work and other persons who may be affected. 48.Comply with manufacturer's installation instructions and Comply with manufacturer's installation instructions and recommendations. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items. 49.Protect existing landscaping, masonry, windows, doors, paving, Protect existing landscaping, masonry, windows, doors, paving, walkways, trim, railings and all existing conditions, etc. Document existing conditions prior to start of work. Any damages occurring during construction shall be the responsibility of the Contractor to replace. All oversray, drips, etc. shall be completely removed. Repair work shall be subject to the approval of the A/E. Submit an existing conditions protection plan prior to commencing any work. 50.All building cladding and components shall comply with specified All building cladding and components shall comply with specified pressures and wind loading requirements indicated by IBC 2012 and ASCE 7. 51.In accordance with requirements of the Louisiana State Fire In accordance with requirements of the Louisiana State Fire Marshal, all blocking, either hidden, concealed or exposed to view blocking shall be fire retardant wood. 52.Seal all new penetrations in walls or ceilings with appropriate Seal all new penetrations in walls or ceilings with appropriate sealant. Openings around penetrations shall not exceed one half inch (½”) around the penetration. Penetrations in walls that ) around the penetration. Penetrations in walls that have in excess of one half inch (½”) around the penetration ) around the penetration shall be re-built to close the opening around the penetration. 53.Submit a water-tightness plan for the protection of the Submit a water-tightness plan for the protection of the existing building during roof preparation and installation, prior to commencing any work.
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GENERAL NOTES
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RE-ROOFING OF ASCENSION PARISH'S
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WESTBANK HUMAN RESOURCES AND ARMORY
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AND EASTBANK COURTHOUSE
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of sheets7
sheet no.
project no.
revised
date
checked
drawn
Meyer
En
gin
eers
, L
td.
4937 H
ears
t S
treet
. S
uit
e 1
B . M
eta
irie
, L
ou
isia
na 7
0001
ph
on
e.5
04.8
85.9
892 . f
ax.5
04-8
87-5
056
web
site
.ww
w.m
eyer-
e-l
.co
m
20-1741
4.26.2018
DPM
XX
4.26.2018
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TEMPORARY FENCE
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NICHOLS STREET
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TEMPORARY FENCE
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SPECIFIC NOTES
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1
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PREPARE EXISTING ROOF SURFACE AS PER FLUID-APPLIED ROOF SYSTEM MANUFACTURE'S DIRECTION AND INSTALL NEW FLUID-APPLIED ROOF SYSTEM.
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3
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2
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4
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EXISTING PIPE OR HVAC UNITS WITH CURBS. SEE DETAIL 4/A200
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5
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EXISTING ROOF DRAIN. SEE DETAIL 5/A200. REPLACE MISSING STRAINERS.
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6
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REPLACE EXISTING CONCRETE SPLASH BLOCK WITH A COMPOSITE SPLASH BLOCK SET IN MASTIC
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7
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EXISTING PITCH POCKET/PIPE PENETRATION. SEE DETAIL 12/A200
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9
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EXISTING PLUMBING VENT. SEE DETAIL 7/A200.
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10
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EXISTING UTILITY LINE TO REMAIN. SEE DETAIL 8/A200
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11
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EXISTING HEATER FLUE/VENT. SEE DETAIL 9/A200
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12
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8
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EXISTING HVAC UNIT, POWER VENTILATOR OR LOUVER WITH CURB. SEE DETAIL 6/A200
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RE-INSTALL EXISTING CAST METAL LETTERING IN MASONRY WALL
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EXISTING DUCT PENETRATION. SEE DETAIL 6/A200
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NEW TRAFFIC PADS.
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EXISTING LIGHTNING PROTECTION SYSTEM INCLUDING GROUNDING ROOF PENETRATIONS TO REMAIN. SEE DETAIL 12/A200. RE-CERTIFY LIGHTNING PROTECTION SYSTEM.
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EXISTING AIR INTAKE. SEE DETAIL 13/A201
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EXISTING DOME HOOD EXHAUST. SEE DETAIL 13/A201
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EXISTING MEMBRANE RELIEF VENT. SEE DETAIL 13/A201. REPLACE ANY DAMAGED MEMBRANE RELIEF VENTS,
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16
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EXISTING EQUIPMENT CURB. SEE DETAIL 4/A200
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17
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EXISTING CURB SEPARATING ROOFS. SEE DETAIL 15/A201
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18
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INSTALL STAINLESS STEEL GUTTER SUPPORT. SEE 2/A101
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19
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REMOVE EXISTING SEALANT AT THE PERIMETER OF THE EXISTING WALL EXHAUST FAN. INSTALL BACKER ROD AND SEALANT. SEE 3/A101
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20
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BASE BID: REMOVE EXISTING DUCTWORK. APPLY NEW : REMOVE EXISTING DUCTWORK. APPLY NEW FLUID-APPLIED SYSTEM ON ROOF. RE-INSTALL EXISTING DUCTWORK. PROVIDE NEW PITCH POCKETS. INSTALL FLUID-APPLIED ROOF SYSTEM ON EXISTING DUCTWORK. ALTERNATE 1: DISCARD EXISTING DUCTWORK AND INSTALL DISCARD EXISTING DUCTWORK AND INSTALL NEW DUCTWORK AND SUPPORTS. INSTALL FLUID-APPLIED ROOF SYSTEM ON DUCTWORK. SEE 2/A100.
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SCAFFOLDING
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2X LUMBER TOP
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DUCTWORK
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AC UNIT
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DUCTWORK
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DUCT PENETRATIONS THROUGH ROOF, TYP.
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EXISTING ROOFING
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FLUID-APPLIED ROOF SYSTEM
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APPLY FLUID APPLIED ROOF SYSTEM TO PITCH POCKET AND PENETRATIONS
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24 GA. GALVANZIED STEEL PITCH POCKET
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SEALANT TO FILL PITCH POCKET. SLOPE TO PROVIDE DRAINAGE
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EXISTING DECK
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APPLY FLUID APPLIED ROOF SYSTEM TO ALL NEW DUCT COMPONENTS
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DUCT SUPPORTS
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24 GA. STEEL DUCTWORK WITH INSULATION
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ANCHOR DUCT SUPPORT TO DECK
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PATCH INSULATION
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DUCT INSULATION VAPOR BARRIER
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DUCTWORK SPECIFICATIONS: 1.CONSTRUCT RECTANGULAR DUCTS IN CONSTRUCT RECTANGULAR DUCTS IN ACCORDANCE WITH THE LATEST SMACNA HVAC DUCT CONSTRUCTION STANDARDS. 2.USE THE STATIC PRESSURE SPECIFIED ON USE THE STATIC PRESSURE SPECIFIED ON THE AIR CONDITION UNIT AS A MINIMUM FOR DUCT CONSTRUCTION. 3.SHEET METAL SHALL BE GALVANIZED STEEL, SHEET METAL SHALL BE GALVANIZED STEEL, 24 GAUGE MINIMUM. 4.1 1/2" DUCT INSULATION WITH VAPOR 1 1/2" DUCT INSULATION WITH VAPOR BARRIER ON SUPPLY AND RETURN. 5.PROVIDE FLASHING AT DUCTWORK PROVIDE FLASHING AT DUCTWORK CONNECTION TO EXISTING CURBS 6.APPLY FLUID-APPLIED ROOF SYSTEM TO APPLY FLUID-APPLIED ROOF SYSTEM TO DUCTWORK SYSTEM
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ROOF PLAN - WEST BANK HUMAN RESOURCES
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A100
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10
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A200
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Site/Roof Plan - Human Resources
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1/8" = 1'-0"
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1
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A100
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1
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5
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Typical Section of Pedestrian Access Protection
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TRUE NORTH
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PLAN NORTH
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RE-ROOFING OF ASCENSION PARISH'S
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WESTBANK HUMAN RESOURCES AND ARMORY
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AND EASTBANK COURTHOUSE
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1
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2
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3
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TYP. AT BASE OF HIP ROOF
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CANOPY N.I.C.
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PEDESTRIAN ACCESS PROTECTION
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PARKING LOT
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STAGING AREA
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LEGEND ROOF NUMBER
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1A
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1A
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Plan - Ductwork
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1/4" = 1'-0"
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2
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20
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ALTERNATE 1 Detail - Ductwork
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1 1/2" = 1'-0"
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3
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3
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A200
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1B
X X
X X
X
of sheets7
sheet no.
project no.
revised
date
checked
drawn
Meyer
En
gin
eers
, L
td.
4937 H
ears
t S
treet
. S
uit
e 1
B . M
eta
irie
, L
ou
isia
na 7
0001
ph
on
e.5
04.8
85.9
892 . f
ax.5
04-8
87-5
056
web
site
.ww
w.m
eyer-
e-l
.co
m
20-1741
4.26.2018
DPM
XX
4.26.2018
AutoCAD SHX Text
SPECIFIC NOTES
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1
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PREPARE EXISTING ROOF SURFACE AS PER FLUID-APPLIED ROOF SYSTEM MANUFACTURE'S DIRECTION AND INSTALL NEW FLUID-APPLIED ROOF SYSTEM.
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3
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2
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4
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EXISTING PIPE OR HVAC UNITS WITH CURBS. SEE DETAIL 4/A200
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5
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EXISTING ROOF DRAIN. SEE DETAIL 5/A200. REPLACE MISSING STRAINERS.
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6
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REPLACE EXISTING CONCRETE SPLASH BLOCK WITH A COMPOSITE SPLASH BLOCK SET IN MASTIC
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7
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EXISTING PITCH POCKET/PIPE PENETRATION. SEE DETAIL 12/A200
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9
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EXISTING PLUMBING VENT. SEE DETAIL 7/A200.
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10
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EXISTING UTILITY LINE TO REMAIN. SEE DETAIL 8/A200
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11
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EXISTING HEATER FLUE/VENT. SEE DETAIL 9/A200
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12
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8
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EXISTING HVAC UNIT, POWER VENTILATOR OR LOUVER WITH CURB. SEE DETAIL 6/A200
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RE-INSTALL EXISTING CAST METAL LETTERING IN MASONRY WALL
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EXISTING DUCT PENETRATION. SEE DETAIL 6/A200
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EXISTING LIGHTNING PROTECTION SYSTEM INCLUDING GROUNDING ROOF PENETRATIONS TO REMAIN. SEE DETAIL 12/A200. RE-CERTIFY LIGHTNING PROTECTION SYSTEM.
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EXISTING AIR INTAKE. SEE DETAIL 13/A201
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EXISTING DOME HOOD EXHAUST. SEE DETAIL 13/A201
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EXISTING MEMBRANE RELIEF VENT. SEE DETAIL 13/A201. REPLACE ANY DAMAGED MEMBRANE RELIEF VENTS,
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16
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EXISTING EQUIPMENT CURB. SEE DETAIL 4/A200
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17
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EXISTING CURB SEPARATING ROOFS. SEE DETAIL 15/A201
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18
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INSTALL STAINLESS STEEL GUTTER SUPPORT. SEE 2/A101
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19
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REMOVE EXISTING SEALANT AT THE PERIMETER OF THE EXISTING WALL EXHAUST FAN. INSTALL BACKER ROD AND SEALANT. SEE 3/A101
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20
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BASE BID: REMOVE EXISTING DUCTWORK. APPLY NEW : REMOVE EXISTING DUCTWORK. APPLY NEW FLUID-APPLIED SYSTEM ON ROOF. RE-INSTALL EXISTING DUCTWORK. PROVIDE NEW PITCH POCKETS. INSTALL FLUID-APPLIED ROOF SYSTEM ON EXISTING DUCTWORK. ALTERNATE 1: DISCARD EXISTING DUCTWORK AND INSTALL DISCARD EXISTING DUCTWORK AND INSTALL NEW DUCTWORK AND SUPPORTS. INSTALL FLUID-APPLIED ROOF SYSTEM ON DUCTWORK. SEE 2/A100.
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OPELOUSAS STREET
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HOUMAS STREET
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Site/Roof Plan - Armory
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1/8" = 1'-0"
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1
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A100
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ROOF PLAN - WEST BANK ARMORY
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A101
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1
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7
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TRUE NORTH
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PLAN NORTH
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RE-ROOFING OF ASCENSION PARISH'S
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WESTBANK HUMAN RESOURCES AND ARMORY
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AND EASTBANK COURTHOUSE
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1
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11
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1
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1
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2
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LOW ROOF
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HIGH ROOF
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2
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LOW ROOF
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2
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14
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A201
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LOW ROOF
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HIGH ROOF
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2
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14
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A201
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LOW ROOF
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HIGH ROOF
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1
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1
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1
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6
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4
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4
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4
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4
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PEDESTRIAN ACCESS PROTECTION
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PROTECT TREES, TYP.
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EXISTING FENCE
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EXISTING FENCE
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STAGING AREA
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2
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A101
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2
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Elevation - Armory
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1/16" = 1'-0"
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2
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A101
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Elevation - Exhaust Fan
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1/2" = 1'-0"
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3
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A101
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BRACKET TO SUPPORT EXISTING GUTTER. SEE DETAIL 17/A201
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REMOVE EXISTING SEALANT AND BACKER ROD AT PERIMETER OF EXHAUST FAN. INSTALL NEW BACKER ROD AND SEALANT
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EXISTING DOWNSPOUT TO REMAIN
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EXISTING GUTTER TO REMAIN
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REPAIR BLISTERS IN EXISTING ROOF MEMBRANE PRIOR TO APPLICATION OF FLUID-APPLIED ROOFING COVER ALL EXISTING FILE CABINETS IN THE INTERIOR OF THE BUILDING WITH 2 MIL POLYVINYL SHEETING
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9
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2B
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2A
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LEGEND ROOF NUMBER
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of sheets7
sheet no.
project no.
revised
date
checked
drawn
Meyer
En
gin
eers
, L
td.
4937 H
ears
t S
treet
. S
uit
e 1
B . M
eta
irie
, L
ou
isia
na 7
0001
ph
on
e.5
04.8
85.9
892 . f
ax.5
04-8
87-5
056
web
site
.ww
w.m
eyer-
e-l
.co
m
20-1741
4.26.2018
DPM
XX
4.26.2018
AutoCAD SHX Text
SPECIFIC NOTES
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1
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PREPARE EXISTING ROOF SURFACE AS PER FLUID-APPLIED ROOF SYSTEM MANUFACTURE'S DIRECTION AND INSTALL NEW FLUID-APPLIED ROOF SYSTEM.
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3
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2
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4
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EXISTING PIPE OR HVAC UNITS WITH CURBS. SEE DETAIL 4/A200
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5
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EXISTING ROOF DRAIN. SEE DETAIL 5/A200. REPLACE MISSING STRAINERS.
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6
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REPLACE EXISTING CONCRETE SPLASH BLOCK WITH A COMPOSITE SPLASH BLOCK SET IN MASTIC
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7
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EXISTING PITCH POCKET/PIPE PENETRATION. SEE DETAIL 12/A200
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9
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EXISTING PLUMBING VENT. SEE DETAIL 7/A200.
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10
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EXISTING UTILITY LINE TO REMAIN. SEE DETAIL 8/A200
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11
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EXISTING HEATER FLUE/VENT. SEE DETAIL 9/A200
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12
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13
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8
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EXISTING HVAC UNIT, POWER VENTILATOR OR LOUVER WITH CURB. SEE DETAIL 6/A200
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RE-INSTALL EXISTING CAST METAL LETTERING IN MASONRY WALL
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EXISTING DUCT PENETRATION. SEE DETAIL 6/A200
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EXISTING LIGHTNING PROTECTION SYSTEM INCLUDING GROUNDING ROOF PENETRATIONS TO REMAIN. SEE DETAIL 12/A200. RE-CERTIFY LIGHTNING PROTECTION SYSTEM.
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EXISTING AIR INTAKE. SEE DETAIL 13/A201
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EXISTING DOME HOOD EXHAUST. SEE DETAIL 13/A201
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EXISTING MEMBRANE RELIEF VENT. SEE DETAIL 13/A201. REPLACE ANY DAMAGED MEMBRANE RELIEF VENTS,
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16
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EXISTING EQUIPMENT CURB. SEE DETAIL 4/A200
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EXISTING CURB SEPARATING ROOFS. SEE DETAIL 15/A201
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18
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INSTALL STAINLESS STEEL GUTTER SUPPORT. SEE 2/A101
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19
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REMOVE EXISTING SEALANT AT THE PERIMETER OF THE EXISTING WALL EXHAUST FAN. INSTALL BACKER ROD AND SEALANT. SEE 3/A101
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20
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BASE BID: REMOVE EXISTING DUCTWORK. APPLY NEW : REMOVE EXISTING DUCTWORK. APPLY NEW FLUID-APPLIED SYSTEM ON ROOF. RE-INSTALL EXISTING DUCTWORK. PROVIDE NEW PITCH POCKETS. INSTALL FLUID-APPLIED ROOF SYSTEM ON EXISTING DUCTWORK. ALTERNATE 1: DISCARD EXISTING DUCTWORK AND INSTALL DISCARD EXISTING DUCTWORK AND INSTALL NEW DUCTWORK AND SUPPORTS. INSTALL FLUID-APPLIED ROOF SYSTEM ON DUCTWORK. SEE 2/A100.
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NIC
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SLOPE
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NIC
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SLOPE
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EAST WORTHY ST (SIDE)
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SOUTH IRMA AVE. (SIDE)
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STAGING AREA
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TEMPORARY FENCE
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Roof Plan - Courthouse
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1/8" = 1'-0"
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2
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ROOF PLAN - EAST BANK COURTHOUSE
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1
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6
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TRUE NORTH
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PLAN NORTH
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RE-ROOFING OF ASCENSION PARISH'S
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WESTBANK HUMAN RESOURCES AND ARMORY
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AND EASTBANK COURTHOUSE
AutoCAD SHX Text
1
AutoCAD SHX Text
A200
AutoCAD SHX Text
1
AutoCAD SHX Text
A200
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
Site Plan
AutoCAD SHX Text
1/32" = 1'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
A102
AutoCAD SHX Text
A102
AutoCAD SHX Text
3
AutoCAD SHX Text
A102
AutoCAD SHX Text
2
AutoCAD SHX Text
A102
AutoCAD SHX Text
Roof Plan - Courthouse
AutoCAD SHX Text
1/8" = 1'-0"
AutoCAD SHX Text
3
AutoCAD SHX Text
A102
AutoCAD SHX Text
A102
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
6
AutoCAD SHX Text
2
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
12
AutoCAD SHX Text
17
AutoCAD SHX Text
EXISTING LADDER
AutoCAD SHX Text
2
AutoCAD SHX Text
A200
AutoCAD SHX Text
1
AutoCAD SHX Text
A200
AutoCAD SHX Text
1
AutoCAD SHX Text
A200
AutoCAD SHX Text
2
AutoCAD SHX Text
A200
AutoCAD SHX Text
1
AutoCAD SHX Text
A200
AutoCAD SHX Text
16
AutoCAD SHX Text
A201
AutoCAD SHX Text
16
AutoCAD SHX Text
A201
AutoCAD SHX Text
3
AutoCAD SHX Text
A200
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
PEDESTRIAN ACCESS PROTECTION
AutoCAD SHX Text
PEDESTRIAN ACCESS PROTECTION
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
WALK PADS
AutoCAD SHX Text
LEGEND ROOF NUMBER
AutoCAD SHX Text
3B
AutoCAD SHX Text
3A
AutoCAD SHX Text
3B
AutoCAD SHX Text
3C
AutoCAD SHX Text
3D
AutoCAD SHX Text
3C
AutoCAD SHX Text
3D
AutoCAD SHX Text
3A
AutoCAD SHX Text
3B
of sheets7
sheet no.
project no.
revised
date
checked
drawn
Meyer
En
gin
eers
, L
td.
4937 H
ears
t S
treet
. S
uit
e 1
B . M
eta
irie
, L
ou
isia
na 7
0001
ph
on
e.5
04.8
85.9
892 . f
ax.5
04-8
87-5
056
web
site
.ww
w.m
eyer-
e-l
.co
m
20-1741
4.26.2018
DPM
XX
4.26.2018
AutoCAD SHX Text
EXISTING ROOFING
AutoCAD SHX Text
FLUID-APPLIED ROOF SYSTEM
AutoCAD SHX Text
APPLY FLUID APPLIED ROOF SYSTEM TO BLOCKING
AutoCAD SHX Text
EXISTING TREATED WOOD BLOCKING. REPLACE AS NECESSARY WITH NEW BLOCK OF THE SAME SIZE AS EXISTING
AutoCAD SHX Text
EXISTING AC UNIT, TEMPORARILY RAISE OR RELOCATE AS REQUIRED TO INSTALL LIQUID-APPLIED ROOFING
AutoCAD SHX Text
DISCONNECT EXISTING ELECTRICAL, DUCT, PIPING, ETC. AS REQUIRED TO INSTALL FLUID-APPLIED ROOFING. RECONNECT ALL UTILITIES AFTER ROOFING INSTALLATION
AutoCAD SHX Text
EXISTING DECK
AutoCAD SHX Text
EXISTING MEMBRANE ROOFING
AutoCAD SHX Text
12" WIDE ELASTOMERIC BASE PLY, FABRIC AND ELASTOMERIC BASE PLY COMPONENTS
AutoCAD SHX Text
FLUID-APPLIED ROOFING SYSTEM ELASTOMERIC TOP PLY OVER ENTIRE EXISTING ROOF
AutoCAD SHX Text
ELASTOMERIC BASE PLY, FABRIC AND BASE PLY COMPONENTS
AutoCAD SHX Text
EXISTING METAL EDGE FLASHING
AutoCAD SHX Text
EXISTING WALL
AutoCAD SHX Text
12" WIDE ELASTOMERIC BASE PLY FABRIC
AutoCAD SHX Text
ELASTOMERIC BASE PLY, FABRIC AND BASE PLY COMPONENTS
AutoCAD SHX Text
6" WIDE ELASTOMERIC BASE PLY, FABRIC AND BASE PLY COMPONENTS
AutoCAD SHX Text
EXISTING ROOF DECK/INSULATION SYSTEM
AutoCAD SHX Text
FLUID-APPLIED ROOFING SYSTEM ELASTOMERIC TOP PLY OVER ENTIRE EXISTING ROOF
AutoCAD SHX Text
EXISTING ROOF MEMBRANE
AutoCAD SHX Text
EXISTING METAL DECK
AutoCAD SHX Text
EXISTING METAL FLASHING
AutoCAD SHX Text
EXISTING WALL
AutoCAD SHX Text
12" WIDE ELASTOMERIC BASE PLY, FABRIC AND ELASTOMERIC BASE PLY COMPONENTS
AutoCAD SHX Text
EXISTING MEMBRANE ROOF
AutoCAD SHX Text
EXISTING CANT
AutoCAD SHX Text
FLUID-APPLIED ROOFING SYSTEM ELASTOMERIC TOP PLY OVER ENTIRE EXISTING ROOF
AutoCAD SHX Text
ELASTOMERIC BASE PLY, FABRIC AND BASE PLY COMPONENTS
AutoCAD SHX Text
EXISTING DECK
AutoCAD SHX Text
EXISTING MEMBRANE ROOFING
AutoCAD SHX Text
ELASTOMERIC BASE PLY, FABRIC AND BASE PLY COMPONENTS
AutoCAD SHX Text
FLUID-APPLIED ROOFING SYSTEM ELASTOMERIC TOP PLY OVER ENTIRE EXISTING ROOF
AutoCAD SHX Text
EXISTING ROOF DRAIN
AutoCAD SHX Text
12" WIDE ELASTOMERIC BASE PLY FABRIC
AutoCAD SHX Text
EXISTING CURB
AutoCAD SHX Text
EXISTING ROOFING
AutoCAD SHX Text
FLUID-APPLIED ROOF SYSTEM
AutoCAD SHX Text
APPLY LIQUID APPLIED ROOF SYSTEM TO EXISTING CURB
AutoCAD SHX Text
POWER VENT FLASHING
AutoCAD SHX Text
POWER VENTILATOR OR DUCT, TEMPORARILY RAISE AS REQUIRED TO INSTALL LIQUID-APPLIED ROOFING
AutoCAD SHX Text
DISCONNECT EXISTING ELECTRICAL, DUCT, PIPING, ETC. AS REQUIRED TO INSTALL FLUID-APPLIED ROOFING. RECONNECT ALL UTILITIES AFTER ROOFING INSTALLATION
AutoCAD SHX Text
12" WIDE ELASTOMERIC BASE PLY FABRIC
AutoCAD SHX Text
ELASTOMERIC BASE PLY, FABRIC AND BASE PLY COMPONENTS
AutoCAD SHX Text
EXISTING METAL OR PLASTIC PLUMBING VENT
AutoCAD SHX Text
EXISTING ROOF DECK/INSULATION SYS.
AutoCAD SHX Text
FLUID-APPLIED ROOFING SYSTEM, ELASTOMERIC TOP PLY OVER ENTIRE EXISTING ROOF
AutoCAD SHX Text
EXISTING ROOF MEMBRANE
AutoCAD SHX Text
ADDITIONAL LAYERS OF FABRIC AT PENETRATION
AutoCAD SHX Text
ADDITIONAL LAYERS OF FABRIC AT PENETRATION
AutoCAD SHX Text
12" WIDE ELASTOMERIC BASE PLY FABRIC
AutoCAD SHX Text
EXISTING ROOFING
AutoCAD SHX Text
FLUID-APPLIED ROOF SYSTEM
AutoCAD SHX Text
EXISTING UTILITY PIPE
AutoCAD SHX Text
REPLACE EXISTING WOOD SUPPORTS WITH NEW PIPE MOUNTING PEDESTAL SUPPORTS 4'-0" ON CENTER, SIZED TO PROPERLY SUPPORT UTILITY LINE. WHERE EXISTING UTILITY LINE IS SUPPORTED BY EXISTING STEEL PIPE SUPPORTS, THE SUPPORTS SHALL REMAIN AND NEW FLUID-APPLIED ROOF SYSTEM FLASHING INSTALLED ON PIPE SUPPORT
AutoCAD SHX Text
PIPE MOUNTING PEDESTAL. PHP SYSTEMS MODEL # SS8 OR EQUAL
AutoCAD SHX Text
TRAFFIC PAD
AutoCAD SHX Text
EXISTING PIPE AND SUPPORTS TO BE PREPPED AND COATED WITH FLUID-APPLIED ROOF SYSTEM
AutoCAD SHX Text
12" WIDE ELASTOMERIC BASE PLY FABRIC
AutoCAD SHX Text
ELASTOMERIC BASE PLY, FABRIC AND BASE PLY COMPONENTS
AutoCAD SHX Text
EXISTING METAL FLUE OR MEMBRANE VENT
AutoCAD SHX Text
EXISTING ROOF DECK/INSULATION SYSTEM
AutoCAD SHX Text
FLUID-APPLIED ROOFING SYSTEM, ELASTOMERIC TOP PLY OVER ENTIRE EXISTING ROOF
AutoCAD SHX Text
EXISTING ROOF MEMBRANE
AutoCAD SHX Text
ADDITIONAL LAYERS OF FABRIC AT PENETRATION
AutoCAD SHX Text
EXISTING METAL EDGE FLASHING
AutoCAD SHX Text
EXISTING WALL
AutoCAD SHX Text
12" WIDE ELASTOMERIC BASE PLY FABRIC
AutoCAD SHX Text
ELASTOMERIC BASE PLY, FABRIC AND BASE PLY COMPONENTS
AutoCAD SHX Text
6" WIDE ELASTOMERIC BASE PLY, FABRIC AND BASE PLY COMPONENTS
AutoCAD SHX Text
EXISTING ROOF DECK/INSULATION SYSTEM
AutoCAD SHX Text
FLUID-APPLIED ROOFING SYSTEM ELASTOMERIC TOP PLY OVER ENTIRE EXISTING ROOF
AutoCAD SHX Text
EXISTING ROOF MEMBRANE
AutoCAD SHX Text
EXISTING GUTTER
AutoCAD SHX Text
EXISTING METAL CAP FLASHING
AutoCAD SHX Text
EXISTING METAL DECK
AutoCAD SHX Text
12" WIDE ELASTOMERIC BASE PLY, FABRIC AND ELASTOMERIC BASE PLY COMPONENTS
AutoCAD SHX Text
EXISTING MEMBRANE ROOF
AutoCAD SHX Text
EXISTING CANT
AutoCAD SHX Text
FLUID-APPLIED ROOFING SYSTEM ELASTOMERIC TOP PLY OVER ENTIRE EXISTING ROOF
AutoCAD SHX Text
ELASTOMERIC BASE PLY, FABRIC AND BASE PLY COMPONENTS
AutoCAD SHX Text
EXISTING ROOFING
AutoCAD SHX Text
FLUID-APPLIED ROOF SYSTEM
AutoCAD SHX Text
APPLY FLUID APPLIED ROOF SYSTEM TO PITCH POCKET AND PENETRATIONS
AutoCAD SHX Text
EXISTING PITCH POCKET
AutoCAD SHX Text
EXISTING PITCH MATERIAL
AutoCAD SHX Text
ADD SEALANT TO PROVIDE DRAINAGE
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
A200
AutoCAD SHX Text
Roof Edge
AutoCAD SHX Text
1
AutoCAD SHX Text
A200
AutoCAD SHX Text
A100
AutoCAD SHX Text
Wall
AutoCAD SHX Text
2
AutoCAD SHX Text
A200
AutoCAD SHX Text
A100
AutoCAD SHX Text
3
AutoCAD SHX Text
A200
AutoCAD SHX Text
A100
AutoCAD SHX Text
4
AutoCAD SHX Text
A200
AutoCAD SHX Text
A100
AutoCAD SHX Text
AC Unit Support
AutoCAD SHX Text
5
AutoCAD SHX Text
A200
AutoCAD SHX Text
A100
AutoCAD SHX Text
6
AutoCAD SHX Text
A200
AutoCAD SHX Text
A100
AutoCAD SHX Text
Roof Drain
AutoCAD SHX Text
7
AutoCAD SHX Text
A200
AutoCAD SHX Text
A100
AutoCAD SHX Text
8
AutoCAD SHX Text
A200
AutoCAD SHX Text
A100
AutoCAD SHX Text
RE-ROOFING OF ASCENSION PARISH'S
AutoCAD SHX Text
WESTBANK HUMAN RESOURCES AND ARMORY
AutoCAD SHX Text
AND EASTBANK COURTHOUSE
AutoCAD SHX Text
Transitiion
AutoCAD SHX Text
Power Vent/Louver
AutoCAD SHX Text
Plumbing Vent
AutoCAD SHX Text
Utility Line Support
AutoCAD SHX Text
Heater Flue
AutoCAD SHX Text
9
AutoCAD SHX Text
A200
AutoCAD SHX Text
A100
AutoCAD SHX Text
Gutter
AutoCAD SHX Text
10
AutoCAD SHX Text
A200
AutoCAD SHX Text
A100
AutoCAD SHX Text
Parapet
AutoCAD SHX Text
11
AutoCAD SHX Text
A200
AutoCAD SHX Text
A100
AutoCAD SHX Text
Pitch Pocket
AutoCAD SHX Text
12
AutoCAD SHX Text
A200
AutoCAD SHX Text
A100
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
1 1/2"=1'-0"
1'-0
"
8"
of sheets7
sheet no.
project no.
revised
date
checked
drawn
Meyer
En
gin
eers
, L
td.
4937 H
ears
t S
treet
. S
uit
e 1
B . M
eta
irie
, L
ou
isia
na 7
0001
ph
on
e.5
04.8
85.9
892 . f
ax.5
04-8
87-5
056
web
site
.ww
w.m
eyer-
e-l
.co
m
20-1741
4.26.2018
DPM
XX
4.26.2018
AutoCAD SHX Text
EXISTING COPPER EDGE FLASHING
AutoCAD SHX Text
EXISTING WALL
AutoCAD SHX Text
12" WIDE ELASTOMERIC BASE PLY FABRIC
AutoCAD SHX Text
ELASTOMERIC BASE PLY, FABRIC AND BASE PLY COMPONENTS
AutoCAD SHX Text
6" WIDE ELASTOMERIC BASE PLY, FABRIC AND BASE PLY COMPONENTS
AutoCAD SHX Text
EXISTING ROOF DECK/INSULATION SYSTEM
AutoCAD SHX Text
FLUID-APPLIED ROOFING SYSTEM ELASTOMERIC TOP PLY OVER ENTIRE EXISTING ROOF
AutoCAD SHX Text
EXISTING ROOF MEMBRANE
AutoCAD SHX Text
EXISTING COPPER GUTTER
AutoCAD SHX Text
EXISTING BRACKETS. REPLACE ANY MISSING BRACKETS
AutoCAD SHX Text
REPLACE ALL LOOSE FASTENERS WITH #14X3" STAINLESS STEEL WOOD SCREWS. ASSUME A QUANTITY OF 50
AutoCAD SHX Text
12" WIDE ELASTOMERIC BASE PLY FABRIC
AutoCAD SHX Text
ELASTOMERIC BASE PLY, FABRIC AND BASE PLY COMPONENTS
AutoCAD SHX Text
EXISTING METAL AIR INTAKE
AutoCAD SHX Text
EXISTING ROOF DECK/INSULATION SYSTEM
AutoCAD SHX Text
FLUID-APPLIED ROOFING SYSTEM, ELASTOMERIC TOP PLY OVER ENTIRE EXISTING ROOF
AutoCAD SHX Text
EXISTING ROOF MEMBRANE
AutoCAD SHX Text
ADDITIONAL LAYERS OF FABRIC AT PENETRATION
AutoCAD SHX Text
EXISTING ROOFING
AutoCAD SHX Text
FLUID-APPLIED ROOF SYSTEM
AutoCAD SHX Text
APPLY LIQUID APPLIED ROOF SYSTEM TO EXISTING CURB
AutoCAD SHX Text
EXISTING CURB
AutoCAD SHX Text
EXISTING DECK
AutoCAD SHX Text
EXISTING MEMBRANE ROOFING
AutoCAD SHX Text
12" WIDE ELASTOMERIC BASE PLY, FABRIC AND ELASTOMERIC BASE PLY COMPONENTS
AutoCAD SHX Text
FLUID-APPLIED ROOFING SYSTEM ELASTOMERIC TOP PLY OVER ENTIRE EXISTING ROOF
AutoCAD SHX Text
ELASTOMERIC BASE PLY, FABRIC AND BASE PLY COMPONENTS
AutoCAD SHX Text
EXISTING METAL FLASHING
AutoCAD SHX Text
EXISTING ELASTOMERIC ROOFING
AutoCAD SHX Text
FLUID-APPLIED ROOFING SYSTEM ELASTOMERIC TOP PLY TO TIE INTO EXISTING ELASTOMERIC ROOFING
AutoCAD SHX Text
EXISTING BRICK WALL
AutoCAD SHX Text
2" X 3/16" PLATE STAINLESS STEEL BRACKET
AutoCAD SHX Text
EXISTING COPPER GUTTER
AutoCAD SHX Text
3/8" STAINLESS STEEL LAG BOLTS IN MASONRY SLEEVES
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
A201
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
13
AutoCAD SHX Text
A201
AutoCAD SHX Text
A100
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
14
AutoCAD SHX Text
A201
AutoCAD SHX Text
A100
AutoCAD SHX Text
RE-ROOFING OF ASCENSION PARISH'S
AutoCAD SHX Text
WESTBANK HUMAN RESOURCES AND ARMORY
AutoCAD SHX Text
AND EASTBANK COURTHOUSE
AutoCAD SHX Text
Gutter
AutoCAD SHX Text
Air Intake
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
15
AutoCAD SHX Text
A201
AutoCAD SHX Text
A100
AutoCAD SHX Text
Roof Divider Curb
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
16
AutoCAD SHX Text
A201
AutoCAD SHX Text
A100
AutoCAD SHX Text
Roof Transition
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
17
AutoCAD SHX Text
A201
AutoCAD SHX Text
A100
AutoCAD SHX Text
Gutter Bracket