14-925-020PLUMBING GENERAL NOTES
1. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH THE FLORIDA
BUILDING CODE 2010 AND ALL APPLICABLE STATE, COUNTY AND LOCAL ORDINANCES.
2. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY
FOR THE COMPLETE INSTALLATION OF THE PLUMBING SYSTEMS, ALL IN ACCORDANCE
WITH THESE CONSTRUCTION DOCUMENTS.
3. THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE OF THE WORK AND BECOMING
FAMILIAR WITH THE CONDITIONS OF THE WORK PRIOR TO SUBMITTING A BID. THE
CONTRACTOR IS REQUIRED TO BECOME FAMILIAR WITH ALL THE CONTRACT DOCUMENTS
PERTAINING TO THE PROPOSED WORK. THE SUBMISSION OF A BID SHALL BE SUFFICIENT
TO ESTABLISH THAT THE CONTRACTOR HAS INVESTIGATED THE SITE OF THE WORK AND IS
SATISFIED AS TO ALL REASONABLE CONDITIONS TO BE ENCOUNTERED, THE WORK TO BE
PERFORMED AND THE MATERIALS TO BE PROVIDED IN THE COMPLETION OF THE PROJECT.
4. FAILURE OF BIDDERS TO MAKE REQUIRED VISITATIONS AND /OR INVESTIGATIONS TO
INFORM THEMSELVES FULLY OF EXISTING CONDITIONS, AND TO INCLUDE IN THEIR
PROPOSALS A SUM SUFFICIENT TO COVER ALL POSSIBLE FIELD CONDITIONS, WILL NOT IN
ANY WAY ENTITLE THEM TO ANY EXTRA CHARGES OVER AND ABOVE THEIR ORIGINAL
PROPOSALS.
5. IT IS THE INTENT OF THE PLANS AND GENERAL NOTES TO PROVIDE A COMPLETE AND
OPERATING INSTALLATION INCLUDING ALL NECESSARY ITEMS REQUIRED, EVEN THOUGH
ITEMS ARE NOT INDICATED ON THE DRAWINGS OR IN THE NOTES. ALL WORK CONSIDERED
NECESSARY FOR THE COMPLETION OF THE WORK IN PROPER MANNER NOT SHOWN ON
THE PLANS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN
WRITING PRIOR TO BIDS OTHERWISE WORK SHALL NOT BE ADDITIONALLY CHARGED
AFTER BID IS AWARDED.
6. UPON COMPLETION, CONTRACTOR SHALL CLEAN ALL DUST AND DEBRIS IN AREAS WHERE
WORK WAS CONDUCTED.
7. ALL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES AT JOB SITE PRIOR TO
FABRICATION AND INSTALLATION OF EQUIPMENT.
8, THE WORK THAT IS TO BE DONE UNDER THIS CONTRACT INCLUDES THE FURNISHING OF
ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED FOR THE COMPLETION OF THE
SYSTEMS SHOWN ON DRAWINGS.
9. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY BEND,
OFFSET, ELBOW OR OTHER FITTINGS WHICH MAY BE REQUIRED FOR THE INSTALLATION IN
THE SPACE ALLOCATED.
10. DRAWINGS ARE NOT TO BE SCALED. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE
ARCHITECTURAL AND /OR SITE CONDITIONS SHALL GOVERN EXACT LOCATION OF PIPING
AND EQUIPMENT TO BE INSTALLED.
11, ALL MATERIALS AND EQUIPMENTS SHALL BE NEW AND OF GOOD QUALITY OF RESPECTIVE
KIND AND GRADE AND MUST BE FURNISHED SO AS TO PREVENT ANY DELAY IN THE
PROGRESS OF THE WORK. ALL WORK THROUGHOUT SHALL BE PERFORMED IN A
WORKMANLIKE MANNER BY SUFFICIENT NUMBER OF SKILLED WORKMEN.
12. FOR EXACT LOCATION OF ALL PLUMBING FIXTURES, SEE ARCHITECTURAL DRAWINGS. DO
NOT ROUGH -IN ANY PLUMBING FIXTURE AND /OR EQUIPMENT WITHOUT AN APPROVED
COPY OF THE CORRESPONDING SHOP DRAWINGS.
13. FURNISH AND INSTALL CONNECTIONS TO EQUIPMENT PROVIDED BY THE OWNER UNDER
THIS CONTRACT, COORDINATE INSTALLATION WITH MANUFACTURER'S RECOMMENDATION,
14. PLUMBING CONTRACTOR SHALL GURANTEE ALL WORK FREE OF DEFECTS IN MATERIALS
AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCES.
15. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL ROUGH INS WITH EQUIPMENT
AND FIXTURES MANUFACTURER BEFORE MAKING ANY INSTALLATION.
16. ALL EXPOSED TRIM SHALL BE CHROME PLATED FINISH FOR ALL WATER SUPPLY AND
WASTE ASSEMBLIES.
17. CONTRACTOR SHALL PROTECT AND FIRE SEAL ALL OPENINGS AND PIPE PENETRATIONS
THROUGH FIRE RATED WALLS AND CEILINGS WITH ADEQUATE FIRESTOPPING MATERIALS
TO MAINTAIN THE INDICATED FIRE RATINGS OF THE ASSEMBLIES BEING PENETRATED.
18. PROVIDE CEILING / WALL ACCESS PANELS WHERE INDICATED IN THE DRAWINGS AND
WHERE REQUIRED TO ACCESS PLUMBING EQUIPMENT. PANELS SHALL BE RECESSED
TYPE, FIRE RATED IF IN FIRE RATED WALLS OR CEILINGS. LOCATIONS OF PANELS SHALL
BE COORDINATED WITH ALL THE OTHER TRADES.
PLUMBING DEMOLITION NOTES
1. SITE INVESTIGATION:
THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE LOCATION
OF ALL EXISTING UTILITIES STUB -OUTS, PIPING, EQUIPMENT, ETC., AND /OR ANY CONDITION
THAT MAY AFFECT HIS WORK. ALL THE NECESSARY RE- ROUTING, RELOCATING AND /OR
REMOVAL OF EXISTING PIPING, EQUIPMENT, ETC., SHALL BE INCLUDED IN THE SCOPE OF
WORK, IGNORANCE ON THE PART OF THE CONTRACTOR WILL IN NO WAY RELIEVE HIM OF
THE OBLIGATIONS AND RESPONSIBILITIES ASSUMED UNDER THIS CONTRACT.
2. THE NATURE OF THE REMODEL TYPE CONSTRUCTION POSES SPECIAL PROBLEMS FOR
THE DESIGNER ENGINEERS AS WELL AS THE PLUMBING CONTRACTOR. EVERY EFFORT
HAS BEEN MADE BY THE ENGINEERS TO SHOW AND VERIFY, WHERE POSSIBLE, THE
LOCATION OF THE EXISTING PLUMBING SYSTEMS. THE MAJOR PORTION OF THE
PLUMBING SYSTEMS ARE AS SHOWN ON THE DRAWINGS: HOWEVER MINOR DEVIATIONS
MAY BECOME EVIDENT AS THE JOB PROGRESSES. NO ADVANTAGE IS TO BE TAKEN BY
THE PLUMBING CONTRACTOR BECAUSE THESE MINOR DIFFERENCES. THE PLUMBING
CONTRACTOR SHALL PERFORM A FIELD VERIFICATION BEFORE BIDDING THIS PROJECT.
3. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING HIS DEMOLITION WORK WITH
OTHER TRADES, AND TO PROTECT FROM DAMAGE EXISTING PIPES USED FOR FUTURE
CONNECTIONS.
4. EXISTING PIPES SERVING AREAS REMAINING IN SERVICE AT THIS TIME SHALL NOT BE
INTERRUPTED UNLESS A TEMPORARY INTERRUPTION IS COORDINATED WITH THE OWNER.
5. ALL SERVICE INTERRUPTIONS SHALL BE SCHEDULED WITH THE AUTHORIZED
REPRESENTATIVE OF THE OWNER. ALL REMOVAL AND DISPOSAL WORK SHALL BE
COORDINATED WITH THE AUTHORIZED REPRESENTATIVE OF THE OWNER.
6. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT PROPERTY IN
AREAS WHERE WORK IS BEING CONDUCTED. THE CONTRACTOR IS RESPONSIBLE FOR
ANY DAMAGES CAUSED TO BUILDING COMPONENTS DUE TO WORK OPERATIONS. PATCH
AND REPAIR EXISTING SURFACES DAMAGED AS REQUIRED TO MATCH ADJACENT
SURFACES,
7. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL EXISTING CONSTRUCTION,
INCLUDING EXISTING TO REMAIN AND TO BE REMOVED. ITEMS AND DEBRIS TO BE
REMOVED WILL BE PROPERLY DISPOSED OF BY THE CONTRACTOR, WITHIN HIS
CONTRACT, AT NO COST TO THE OWNER.
8. ANY UTILITY LINES TO REMAIN AND THAT ARE BROKEN OR DAMAGED DURING DEMOLITION
OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL CHARGE TO
THE CONTRACT PRICE, OR SHALL BE REPAIRED BY THE OWNER AT THE CONTRACTOR'S
EXPENSE.
9. ANY DISCREPANCIES BETWEEN THE WORK DEPICTED ON THESE DOCUMENTS AND THE
ACTUAL CONDITIONS ENCOUNTERED SHALL BE BROUGHT PROMPTLY TO THE ENGINEER
FOR REVIEW AND CLARIFICATION.
10, ANY DAMAGED EQUIPMENT SHALL BE REPLACED OR RESTORED TO ORIGINAL CONDITION
PLUMBING SPECIFICATIONS
SANITARY. GREASE. WASTE AND VENT PIPING
A. ALL HORIZONTAL BRANCHES, SEWER AND DRAIN LINES SHALL BE SLOPED A MINIMUM OF 1/8
INCH PER FOOT UNLESS OTHERWISE INDICATED ON PLANS,
B. EVERY FIXTURE CONNECTED TO THE DRAINAGE SYSTEM SHALL BE EQUIPPED WITH A WATER
SEAL TRAP.
C. MATERIALS SHALL BE AS FOLLOWS:
1) DRAINAGE AND VENT PIPING (BELOW GRADE):
a. SHALL BE HUB AND SPIGOT SERVICE WEIGHT CAST IRON WITH GASKETED PUSH -ON
JOINTS.
2) DRAINAGE AND VENT PIPING (ABOVE GRADE):
a. HUBLESS SERVICE WEIGHT CAST IRON WITH NEOPRENE GASKETS AND STAINLESS
STEEL BAND JOINTS.
b. LESS THEN 2" - COPPER DRAINAGE TUBE, TYPE DWV ASTM B306 WITH WROUGHT
COPPER FITTINGS AND 95 -5 SOLDERED JOINTS,
DOMESTIC COLD AND HOT WATER PIPING
A. PROVIDE WATER HAMMER ARRESTERS SIZED AS INDICATED ON THE DRAWINGS.
B. PROVIDE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED.
C. ESCUTCHEONS SHALL BE CHROME PLATED BRASS WITH LOCKING SCREWS WHERE PIPES
PASS THROUGH FINISHED WALLS.
D. EACH HOSE BIBB SHALL BE FURNISHED WITH A VACUUM BREAKER AND SHUT -OFF VALVE.
E. PROVIDE PIPING AS FOLLOWS:
1) WATER PIPING (ABOVE GRADE):
a. COPPER TYPE "L" ASTM B -88 WITH WROUGHT COPPER FITTINGS AND 95 -5
SOLDERED JOINTS. COPPER TYPE "K " ASTM B -88 UNDER GROUND.
VALVES
A. PROVIDE CONTROL VALVES WHERE NOTED ON PLANS, AND AS REQUIRED FOR COMPLETE
REGULATION OR CONTROL OF ALL SYSTEM MAINS, BRANCHES TO GROUP OF FIXTURES, AND
TO EACH PIECE OF EQUIPMENT.
B. PROVIDE ACCESS PANELS AS REQUIRED TO VALVES, OR GROUP OF VALVES, WHERE
CONCEALED AND FOR PROPER MAINTENANCE AND OPERATION OF SYSTEM.
C. GATE VALVES (WATER SERVICE):
1) 2 -1/2 INCHES AND SMALLER SHALL BE BRONZE BODY, SCREWED BONNET, NON - RISING
STEM, SOLID WEDGE, CLASS 125, 200 PSI NON -SHOCK WATER; THREADED END WATTS
WGV- SERIES, SOLDERED END WATTS WGVS- SERIES.
D. BALL VALVES (GAS SERVICE):
1) UP TO 1" SHALL BE BRONZE BODY WITH BRONZE /CHROME PLATED BALL, FULL PORT,
CLASS 150, ASME 816.33 RATED BY NIBCO MODEL T- 585- 70 -UL.
HANGERS AND SUPPORTS
A. PROVIDE ADJUSTABLE HANGERS, INSERTS, BRACKETS, ROLLS, TRAPEZE, CLAMPS AND
SUPPLEMENTARY STEEL AS REQUIRED FOR PROPER SUPPORT OF PIPE LINES.
B. HANGERS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF PIPE LINES AND OF
ADEQUATE SIZE TO PERMIT COVERING TO RUN CONTINUOUSLY THROUGH HANGERS.
C. COORDINATE LOCATION OF HANGERS WITH OTHER TRADES.
D. HANGERS SHALL BE PLACED WITHIN 18 INCHES OF HUB OR JOINT FOR HORIZONTAL CAST IRON
PIPE. HUBLESS JOINTS MUST BE SUPPORTED AT EVERY OTHER JOINT EXCEPT THAT WHEN
THE LENGTH BETWEEN SUPPORTS EXCEEDS FOUR FEET THEY SHALL BE PROVIDED AT EACH
JOINT.
E. HANGERS SHALL BE PLACED AT EACH CHANGE OF DIRECTION, WITHIN ONE FOOT OF VALVES
AND OTHER APPURTENANCES INSTALLED IN HORIZONTAL PIPING AND NOT MORE THAN
THREE FEET FROM END OF EACH BRANCH RUNOUT.
F. HANGERS SHALL BE ADJUSTABLE CLEVIS TYPE WITH CONTINUOUS THREADED RODS.
TESTING
A. COMPLETE WATER PIPING SYSTEM SHALL BE PRESSURE TESTED BY CAPPING OR PLUGGING
OPENINGS, FILLING SYSTEM WITH WATER AND APPLYING HYDROSTATIC PRESSURE OF 200
PSI FOR PERIOD OF NOT LESS THAN 2 HOURS.
B. SOIL, WASTE AND VENT PIPING SHALL BE TESTED BY CAPPING OR PLUGGING THE ENDS OF
THE SYSTEM AND ALL LINES FILLED WITH WATER TO 10 FEET OF HEAD AND ALLOW TO STAND
UNTIL INSPECTION IS MADE AND WATER LEVEL REMAINS CONSTANT FOR A PERIOD OF NOT
LESS THAN 2 HOURS.
C. COMPLETE GAS PIPING SYSTEM SHALL BE PRESSURE TESTED BY CAPPING OR PLUGGING
OPENINGS, FILLING SYSTEM WITH AIR AND APPLYING PRESSURE OF 30 PSI FOR PERIOD OF
NOT LESS THAN 2 HOURS.
INSULATION
A. INSULATION SHALL RUN CONTINUOUS THROUGH WALLS, FLOORS AND CEILINGS.
B. WHERE INSULATION PASSES THROUGH HANGERS IT SHALL BE PROVIDED WITH A PROTECTION
SHIELD, 180 DEGREE ARC GALVANIZED SHEET METAL COVERING 12 INCHES LONG.
C. ALL A/C CONDENSATE DRAIN LINES ABOVE GRADE SHALL BE INSULATED WITH 1/2" ARMAFLEX
PIPE INSULATION. SEAL ALL SEAMS WITH INSULATION MANUFACTURER'S SOLVENT. NO
TAPES ARE ALLOWED.
D. GLASS CLOTH JACKET: FACTORY SIZED WHITE, STANDARD WEIGHT, WITH 1 -1/2 INCH MINIMUM
LONGITUDINAL PRESSURE SEALING LAP, AND SEAL STRIPS FOR BUTT JOINTS.
E, VAPOR BARRIER JACKET: FLAME RESISTANT GLASS FIBER ADHERED TO OUTSIDE OF A 1 -MIL
ALUMINUM FOIL SHEET WITH LONGITUDINAL PRESSURE SEALING LAP AND SEAL STRIPS FOR
BUTT JOINTS. END JOINT CEMENT PERM RATING NOT TO EXCEED .05.
F. DOMESTIC HOT WATER SUPPLY AND RETURN PIPING UP TO 1 1/2" NOMINAL SIZE: 1/2 INCH
THICK GLASS FIBER MOLDED INSULATION WITH PRE -SIZED FACTORY APPLIED FIRE RATED
JACKET OF GLASS CLOTH WITH LONGITUDINAL LAP AND BUTT JOINT STRIPS WITH
SELF - SEALING ADHESIVE.
G. CONDENSATE DRAINING, DRINKING FOUNTAIN AND ELECTRIC WATER COOLER DRAINS:
ELASTOMERIC (FOAM PLASTIC) THERMAL INSULATION 112 INCH THICK WITH BUILT -IN VAPOR
BARRIER RATED SELF- EXTINGUISHING. INSULATION SHALL HAVE A MAXIMUM THERMAL
CONDUCTIVITY OF 0.26K FACTOR AT 70 DEGREES F. MEAN TEMPERATURE, DENSITY OF 5 -6
POUNDS PER CUBIC FOOT AND A WATER VAPOR TRANSMISSION OF 0.1 PERMS.
STERILIZATION
A. AFTER WATER PIPING HAS BEEN THOROUGHLY FLUSHED OUT, STERILIZE THE LINES BY
INTRODUCING INTO THEM A SOLUTION OF CALCIUM HYPOCHLORITE OR CHLORIDE OF LIME.
OPEN AND CLOSE ALL VALVES WHILE SYSTEM IS BEING CHLORINATED. AFTER THE
STERILIZING AGENT HAS BEEN APPLIED FOR 24 HOURS, TEST FOR RESIDUAL CHLORINE AT
THE ENDS OF THE LINES, IF LESS THAN 5 PARTS PER MILLION IS INDICATED, REPEAT THE
PROCESS. WHEN THE TESTS SHOW AT LEAST 5 PARTS PER MILLION OF RESIDUAL CHLORINE,
FLUSH OUT THE SYSTEM UNTIL ALL TRACES OF THE CHEMICAL USED ARE REMOVED. MAKE
NECESSARY CONNECTIONS TO STERILIZE PIPING.
PLUMBING SYMBOL LEGEND
SYMBOL
DESCRIPTION
EXISTING LINE TO BE REMOVED
7777777777777777
E-
TEMPORARY OR PERMANENT CAP
1/2"
SANITARY PIPE
N E, ADA COMPLIANT MODEL NO.
VENT PIPE
RWL
RAIN WATER LEADER
SD
STORM DRAIN
CD
CONDENSATE DRAIN PIPE
AR
ACID RESISTANT LINE
_AR-
ACID RESISTANT VENT LINE
PT
PRESSURE TEMP RELIEF PIPE
-112 DEPTH; 3 HOLE 4" CENTERS
DOMESTIC COLD WATER PIPE
DOMESTIC HOT WATER PIPE
DOMESTIC HOT WATER RETURN PIPE
PD
PAN DRAIN PIPE
DIRECTION OF FLOW
CO
CLEANOUT
i I WCO
WALL CLEANOUT
JT WITH LAMINAR FLOW CONTROL 1.5
FLOOR CLEANOUT
® ®
FLOOR DRAIN, AREA DRAIN OR ROOF
DRAIN WITH FULL GRATE
GPM CAST BRASS
FLOOR DRAIN WITH TRAP RESEAL
JLVTR
VENT THRU ROOF
T'
PRESSURE AND TEMPERATURE RELIEF VALVE
ODEL NO. LK35B, CHROME FINISH 3 -1/2"
GATE VALVE
VALVE IN VERTICAL
BALL VALVE
-�
CHECK VALVE
COUPLING OR UNION
-c+
HOSE BIBB
El-C-
WATER HAMMER ARRESTOR
®
POINT OF CONNECTION
BETWEEN EXIST AND NEW
DEMOLITION TERMINATION POINT
ABV.
ABOVE
AFF
ABOVE FINISHED FLOOR LEVEL
BLW.
BELOW
CEIL., CLG.
CEILING
DN
DOWN
EXIST.
EXISTING
FA
FROM ABOVE
FB
FROM BELOW
VTR
VENT THRU ROOF
WS
WASTE STACK
NOTE: ALL SYMBOLS MAY NOT BE USED
PROD. No. 23057 CA 924
LOUIS J. AGUIRRE & ASSOCIATES ?.A.
CONSULTING ENGINEERS _ T
9150 SOUTH DADELAND BLVD. SUITE 900
MIAMI, FLORIDA 33156
TELEPHONE: (305) 670 -0141
FAX: (305) 670 -0144
E -MAIL ADDRESS: GRALMAILOLJAAPA.COM
PLUMBING FIXTURE CONNECTION SCHEDULE
MARK DESCRIPTION WASTE CW HW REMARKS
SK -1
SINGLE COMP. SINK -ADA
1 1/2"
1/2"
1/2"
ELKAY LUSTERTO
N E, ADA COMPLIANT MODEL NO.
(COUNTERTOP)
LRAD1919 WITH HEAVY
DUTY SOUND GUARD
UNDERCOATING,
-112 DEPTH; 3 HOLE 4" CENTERS
FAUCET: CHICAGO
( *) MODEL NO. 786- GN2FCCP
GOOSENECK SPO
JT WITH LAMINAR FLOW CONTROL 1.5
GPM CAST BRASS
CHROME PLATED, ADA COMPLAINT.
DRAIN: ELKAY ( *)
ODEL NO. LK35B, CHROME FINISH 3 -1/2"
INLET - 1 -1/2" OUTLET
WITH CHICAGO ( *) MODEL NO. 8912,
1 -1/2" TAILPIECE.
SINK SUPPLY: MC
UIRE ( *) MODEL NO. H171 LK, 1/2" ANGLE
VALVE WITH LOOSE
KEY HANDLE, CHROME FINISH.
PIPE GUARD: TRU
BO LAY GUARD ( *) NO, 102 E -Z
L -1
LAVATORY -ADA
1 1/4"
1/2"
1/2"
KOHLER ( *) MODE
NO. K -2005 "KINGSTON"
(CARRIER SUPPORTED)
(21- 1/4X18- 1/8 "): WHITE
VITREOUS CHINA: TOP OF FRONT RIM
MOUNTED AT 34"
.F.F. MAXIMUM; APRON @ 29" AFF.
FAUCET: CHICAGO
( *) MODEL NO. 895- 317FCABCP GOOSENECK
SPOUT WITH LAMI
AR FLOW CONTROL 0.5 GPM (50 -046KJKNF)
CAST BRASS, CHROME
PLATED, ADA COMPLAINT.
DRAIN: MCGUIRE P
10. 8872 1 -1/4" TAILPIECE AND NO. 155A
PERFORATED GRI
D CHROME_ FINISH.
LAVATORY SUPPL
: MCGU IRE ( *) MODEL NO. H170LK, 3/8"
ANGLE VALVE WITH
LOOSE KEY HANDLE, CHROME FINISH.
PROVIDE WATTS USG-13
(ASSE 1070) MIXING VALVE SET AT
110 DEG
PIPE GUARD (SHROUD):
TRUEBO LAV SHIELD PROTECTIVE
LAVATORY SHIEL
( *) NO. #2018 -KO -K
FIXTURE CARRIER:
BY JOSAM # 17100 OR ACCEPTED EQUIV.WITH
250LB CAPACITY.
Revisions:
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05/12/14
DRAWN t
CIHECKFAh P.A.
DATE: 03 -20-14
SCALES AS NOTED
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Sheet No.
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JOB # 201304