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NFPA 13 - 2007 EDITION
<br />24.2 ACCEPTANCE REQUIREMENTS.
<br />24.2.1 - HYDROSTATIC TESTS.
<br />24.2.1.1 - UNLESS PERMITTED BY 24.2.1.2 THROUGH 24.2.1.6, ALL PIPING AND ATTACHED
<br />APPURTENANCES SUBJECTED TO SYSTEM WORKING PRESSURE SHALL BE
<br />HYDROSTATICALLY TESTED AT 200 PSI (13.8 BAR) AND SHALL MAINTAIN THAT PRESSURE
<br />WITHOUT LOSS FOR 2 HOURS.
<br />24.2.1.2 PORTIONS OF SYSTEMS NORMALLY SUBJECTED TO SYSTEM WORKING
<br />PRESSURES IN EXCESS OF 150 PSI (10.4 BAR) SHALL BE TESTED AS DESCRIBED IN 24.2.2.1
<br />AT A PRESSURE OF 50 PSI (3.5 BAR) IN EXCESS OF SYSTEM WORKING PRESSURE.
<br />24.2.1.3 WHERE COLD WEATHER WILL NOT PERMIT TESTING WITH WATER, AN INTERIM AIR
<br />TEST SHALL BE PERMITTED TO BE CONDUCTED AS DESCRIBED IN 24.2.3.
<br />24.2.1.4 MODIFICATIONS AFFECTING 20 OR FEWER SPRINKLERS SHALL NOT REQUIRE
<br />TESTING IN EXCESS OF SYSTEM WORKING PRESSURE.
<br />24.2.1.5 WHERE ADDITION OR MODIFICATION IS MADE TO AN EXISTING SYSTEM
<br />AFFECTING MORE THAN 20 SPRINKLERS, THE NEW PORTION SHALL BE ISOLATED AND
<br />TESTED AT NOT LESS THAN 200 PSI (13.8 BAR) FOR 2 HOURS.
<br />24.2.1.6 MODIFICATIONS THAT CANNOT BE ISOLATED, SUCH AS RELOCATED DROPS,
<br />SHALL NOT REQUIRE TESTING IN EXCESS OF SYSTEM WORKING PRESSURE
<br />2009 FLORIDA STATUTES/ CHAPTER 633/ FIRE PREVENTION AND CONTROL
<br />PERSONS CERTIFIED AS A CONTRACTOR I, CONTRACTOR II, OR CONTRACTOR IV UNDER
<br />THIS CHAPTER MAY DESIGN FIRE PROTECTION SYSTEMS OF 49 OR FEWER SPRINKLERS,
<br />AND MAY DESIGN THE ALTERATION OF AN EXISTING FIRE SPRINKLER SYSTEM IF THE
<br />ALTERATION CONSISTS OF THE RELOCATION, ADDITION, OR DELETION OF NOT MORE
<br />THAN 49 SPRINKLERS, NOTWITHSTANDING THE SIZE OF THE EXISTING FIRE SPRINKLER
<br />SYSTEM. CONTRACTOR -DEVELOPED PLANS MAY NOT BE REQUIRED BY ANY LOCAL
<br />PERMITTING AUTHORITY TO BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.
<br />.MOUNT
<br />WHICH I
<br />95 DEG
<br />CABINET BOX SI
<br />22 GAUGE SHEE
<br />WITH 19 GAUGE
<br />METAL COVER
<br />PAINT WITH RED ENAI.,__
<br />INSIDE AND OUT AND
<br />LABEL
<br />2009 FLORIDA STATUTES/ CHAPTER 633/FIRE PREVENTION AND CONTROL
<br />PERSONS CERTIFIED AS A CONTRACTOR I, CONTRACTOR II, OR CONTRACTOR IV UNDER
<br />THIS CHAPTER MAY DESIGN FIRE PROTECTION SYSTEMS OF 49 OR FEWER SPRINKLERS,
<br />AND MAY DESIGN THE ALTERATION OF AN EXISTING FIRE SPRINKLER SYSTEM IF THE
<br />ALTERATION CONSISTS OF THE RELOCATION ADDITION OR DELETION OF NOT MORE
<br />THAN 49 SPRINKLERS, NOTWITHSTANDING THE SIZE OF THE EXISTING FIRE SPRINKLER
<br />SYSTEM. CONTRACTOR -DEVELOPED PLANS MAY NOT BE REQUIRED BY ANY LOCAL
<br />PERMITTING AUTHORITY TO BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.
<br />SPARE SPRINKLER CABINET
<br />WRENCH
<br />,• y A v
<br />System No. C-AJ-1184 SECTION A -A
<br />- F Rating -- 3 Hr
<br />T Rating -- 0 Hr
<br />1. Floor or Wall Assembly -- Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any
<br />UL Classified Concrete Blocks'. Floor may also be constructed of any min 7-1/2 in. thick UL Classified hollow core Precast Concrete Units*. Max
<br />diam of opening is 14 in. when concrete floor or wall is used and max 7 in. when recast concrete units are used.
<br />P 9 P
<br />See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers.
<br />2. Through -Penetrants -- One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firesto system. The
<br />9 PP , 9 Y Y P Y
<br />annular space between pipe, conduit or tubing and periphery of opening shall be min 0 in. (point contact) to max 3-1/4 in. Pipe, conduit or tubing
<br />to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:
<br />A. Steel Pipe — Nom 10 in. diam (or smaller) Schedule 10 (or heavier) steel pipe.
<br />B. Iron Pipe-- Nom 10 in. diam (or smaller) castor ductile iron pipe.
<br />C. Conduit -- Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit.
<br />D. Copper Tubing -- Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing.
<br />E. Copper Pipe -- Nom 4 in. diam (or smaller) regular (or heavier) copper pipe.
<br />3. Forms -- (Not Shown, Optional) -- Used as a form to prevent leakage of fill material during installation. Forms to be rigid sheet material, cut to fit
<br />the contour of the penetrating item and positioned as required to accommodate the required thickness of fill material. Forms to be removed after
<br />fill material has cured. Additional forming material may be used concrete block wall is penetrated. A min 1/2 in. thickness of min 4 pcf mineral wool
<br />batt insulation is firmly packed into the annulus as a permanent form and recessed from both surfaces of the wall as required to accommodate the
<br />required thickness of fill material.
<br />4. Fill Void or CavityMaterial" -- Sealant -- Min 1 in. thickness of fill material applied within the annulus. At the point contact location between
<br />PP
<br />through penetrant and concrete, a min 1/2 in. diam bead of fill material shall be applied at the concrete through penetrant interface. When precast
<br />nits are h fill material shall be installed within annular space, flush with lower surface of floor. When concrete block wall is
<br />concrete u e used, the I e po
<br />penetrated, a min 1 in. thickness of fill material shall be applied within the annulus flush with both surfaces of wall.
<br />HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS605 or FS-ONE Sealant
<br />'Bearing the UL Classification Mark
<br />Reproduced HILTI, Inc. Courtesy of
<br />Underwriters Laboratories, Inc.
<br />FIRESTOP SYSTEMS March 12, 1999 C
<br />CONCRETE SLAB
<br />L-2—HILTI X—ZF 32 P8
<br />POWDER ACTUATED PIN
<br />CPVC PIPE
<br />(3/4'-2") TOLCO FIG. 23
<br />2—HOLE STRAP
<br />TYPICAL #07—PDM HANGERS
<br />NO SCALE
<br />SCONE OF UJOIRK
<br />—NEW SYSTEMS TO PROVIDE PROTECTION TO NEW TENANT
<br />ALL MODIFICATIONS TO COMPLY WITH NFPA 13 CURRENT EDITION.
<br />1. PLANS PREDICT INTENT LAYOUT, MINOR FIELD ADJUSTMENTS
<br />MAY BE REQUIRED.
<br />2. ALL FIELD ADJUSTMENTS SHALL BE IN ACCORDANCE WITH
<br />NFPA 13 CURRENT EDITION & THE A.H.J. FIRE MARSHAL,
<br />3. THIS IS AN EXISTING BLDG W/ A NEW WET FIRE SPRINKLERS
<br />4. ALL MEASUREMENTS ARE CENTER TO CENTER.
<br />5. CONSTRUCTION TYPE IS OF CONCRETE TEE AND CEILING TILE.
<br />6. ALL PIPING TO BE FAB. AT THE FIELD.
<br />7. ALL REMOVED HEADS NOT BEEN USE, OUTLET WILL BE CAP
<br />HANGER LOCATON DETAIL
<br />PIPE SIZE
<br />A
<br />B*
<br />C
<br />1"
<br />3'-0" MAX.
<br />12'-0" MAX.
<br />3" MIN.
<br />114"
<br />4'-0" MAX.
<br />12'-0" MAX.
<br />3" MIN.
<br />114"-8"
<br />5'-0" MAX.
<br />15'-0" MAX.
<br />3" MIN.
<br />A B*
<br />c
<br />SPRINKLER HEAD
<br />STEEL PIPE
<br />LHANGER RING
<br />* MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL
<br />STEEL PIPE IS 12'-0" FOR ALL PIPE SIZES
<br />2
<br />F Rating —1 and 2 Hr (See Item 1) SECTION A -A
<br />T Rating — 0 Hr
<br />1. Wall Assembly - The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner
<br />specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following
<br />construction features:
<br />A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber
<br />spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC.
<br />B. Gypsum Board" - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers,
<br />fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 3-1/2 in.
<br />2. Metallic Sleeve Optional - Nom 3-1/2 in. (or smaller) cylindrical sleeve fabricated from min 0.016 in. thick (28 gauge) galy sheet steel and
<br />having a min 1-1/4 in. lap salong longitudinal seam. Length of sleeve to be installed flush with wall surfaces.
<br />3. Through Penetrants - One nonmetallic pipe installed within the firestop system.. Pipe may be installed at an angle not greater than 45
<br />h f wall assembly. The s between pipe and periphery of opening
<br />degrees from perpendicular. Pipe to be rigidly supported on both sides o y pace etw p p p p y p g
<br />shall be min 1/4 in. to max 11/16 in. The following types and sizes of nonmetallic pipes may be used:
<br />A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. diam (or smaller) Schedule 40 PVC pipe for use in closed (process or supply) or vented
<br />(drain, waste or vent) piping systems.
<br />B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply)
<br />piping systems.
<br />4. Fill, Void or Cavity Materials` -Sealant- For 1 hr F Rating, min 5/8 in. thickness of fill material applied within the annulus, flush with both
<br />surfaces of wall. For 2 hr F Rating, min 1-1/4 in. thickness of fill material applied within annulus, flush with both surfaces of wall.
<br />HILTI CONSTRUCTION CHEMICALS, DIV OF
<br />HILTI INC - FS-ONE Sealant
<br />*Bearing the UL Classification Mark
<br />Reproduced HILTI, Inc. Courtesy of
<br />Underwriters Laboratories, Inc.
<br />0��0
<br />FIRESTOP SYSTEMS March 12, 1999 C@US
<br />6 INCH FIGURE 513 RISER MANIFOLD
<br />FIRE SPRINKLERS FLOOR PLAN
<br />S C A L E N.T.S.
<br />TYPICAL HANGER
<br />NO SCALE
<br />1 -- All Thread Rod
<br />1 -- Ring
<br />1 -- Top Beam Clamp
<br />SITE PLAN.
<br />SCALE:N. T. S.
<br />7/16" (11,1 mm) ESCUTCHEON
<br />* NOMINAL PLATE SEATING
<br />SSUDEFLECTOR MAKE -IN NPT SURFACE
<br />6* J—
<br />5 7/16"
<br />(11,1 mm) -_ 2-3/16"
<br />4 NOMINAL (55,6 mm)
<br />MAKE -IN
<br />2 1-1/2"
<br />2-3/16"
<br />(55,6 mm) WRENCH (38,1 mm)
<br />3 � � FLATS "
<br />1
<br />1/2" NPT SSP DEFLECTOR* �— 2-7/8 (73,0 mm) DIA. --I
<br />CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT
<br />STYLE 10 or 20
<br />RECESSED
<br />ESCUTCHEON
<br />FIRE SPRINKLERS HEAD LEGEND
<br />SMB. QTY. MODEL SIN TYPE RESPONSE HAZARDi K FACTOR ELEMENTiSIZE TEMP COLOR A/C
<br />e 47 TY-FRB TY3131 NEW UPR HEAD OR LH/OH 5.6 1 3 mm Bulb 1119 1 155 BRASS NFPA
<br />TOTAL 47 NEW ON THIS AREA
<br />CONC. SLAB
<br />3/8" Drop —In Anchor, :A..
<br />Rod, Nut &Bolt STEEL I BEAM
<br />a e OR BAR JOIST
<br />(Conc. Tee) 3/8" Eye —socket DROP IN ANCHOR
<br />3/8" Rod
<br />ALL THREADED /
<br />HANGER ROD J
<br />Ring Hanger D7T
<br />Pipe
<br />GENERAL NOTES:
<br />1-THIS IS A NEW TWO STORY BUILDING TO BE FULLY SPRINKLERED.
<br />2-TO BE DESIGNED PER NFPA # 13 2007 EDITION FOR LIGHT HAZARD OCCUPANCY.
<br />3-TO BE HYDRAULICALLY DESIGNED TO A .10 ON SEATING AREA AND .15 ON SERVICES AREA DENSITY OVER 1500 OR
<br />2000 SQFT WITH 100 AND 250 gpm HOSE ALLOWANCE.
<br />4-ALL MATERIALS TO BE UL LISTED AND/OR FACTORY MUTUAL APPROVED.
<br />5-INSTALLATION TO BE IN ACCORDANCE WITH NFPA-13 2007 ED. AND THE AUTHORITY HAVING JURISDICTION.
<br />6-ALL PIPING SHALL BE PRESSURE TESTED AT 200 psi FOR 2 HOURS AS PER NFPA-13 2007 EDITON.
<br />7-ALL ELECTRIC WIRING TO BE DONE BY OTHERS.
<br />8-ALL CONTROL VALVES SHALL BE PROPERLY IDENTIFIED AND ELECTRONICALLY SUPERVISED PER NFPA-13, SECTION
<br />2-7.
<br />9-FIRE SPRINKLER SYSTEM TO BE CENTRALLY MONITORED (BY OTHERS) . TIED IN TO FIRE ALARM SYSTEM (BY
<br />OTHERS) .
<br />10-SPARE SPRINKLERS SHALL BE PROVIDED PER NFPA-13 2007 ED.
<br />11-FIRE SPRINKLER DEFLECTOR SHALL BE NO MORE THAN 12" FROM CEILING.
<br />13-MAIN PIPING TO BE BLACK SCH. 10 WITH ROLL GROOVED ENDS UTILIZING GROOVED COUPLINGS & FITTINGS,
<br />OUTLETS TO BE WELDED.
<br />WITH R GROOVED
<br />14-LINE PIPING TO BE ALLIED "XL" OR "DYNAFLOW W ROLL OVED ENDS UTILIZING GROOVEDCOUPLINGS & 0 G
<br />FITTINGS UNLESS CPVC IS USED.
<br />15-FORWARD MATERIAL AND TEST CERTIFICATES TO POMPANO BEACH FIRE RESCUE AT COMPLETION OF PROJECT.
<br />3/4' ALL
<br />'J' BOLT
<br />TIE BOLT
<br />HEX NUT
<br />WASHER
<br />UNDERGROUND STUB UP W/ ROD
<br />ONO
<br />V4' I
<br />MAN
<br />Fri
<br />—FLOW SYMCH
<br />FACE OF M.DQ
<br />SYSTEM SHUT-OFF VALVE W/ TAMP. ON.
<br />u IMUP
<br />9' U.C;I PPNQ
<br />NEW RISER DETAIL -No wAL,E
<br />NOTI= ALL R'PM Arm ooMPON13iM ME
<br />NEW swymo
<br />Call 48 hours
<br />before you ch
<br />y g
<br />It's the Lawl
<br />1-800432-4770
<br />Sunshine State One Call of Flodift, Ino.
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<br />GRADE
<br />SYMBOL LEGEND
<br />NEW PIPING
<br />— — — EXISTING PIPING
<br />�HHF PIPING TO BE REMOVED
<br />O MECH—T
<br />Z---EXISTING RISER
<br />FOR HEADS DETAILS SEE FIRE
<br />SPRINKLERS HEADS LEGEND 0
<br />GENERAL NOTES
<br />I. DESIGN & INSTALLATION TO BE PERFORMED IN
<br />ACCORDANCE WITH NFPA 13, AND LOCAL AUTHORITIES.
<br />2. ALL FIRE SPRINKLER DEVICES TO BE UL LISTED
<br />AND/OR FM APPROVED.
<br />3. FIRE SPRINKLER SPACING TO BE PER
<br />NFPA 13 AND REQUIREMENTS FOR OCCUPANCY.
<br />4. ALL PIPING IS DETERMINED BY NFPA 13 AND LOCAL
<br />AUTHORITIES SEE HANGER DETAIL FOR MORE INFO.
<br />5. HANGERS TO BE IN ACCORDANCE WITH
<br />NFPA 13 AND LOCAL AUTHORITIES.
<br />6. HEADS TO BE PLACED IN CENTER OF TILE
<br />UNLESS NOTED OTHERWISE.
<br />TOP BEAM CLAMP ALL THREADED I
<br />LOCK NUT HANGER ROD
<br />NUT
<br />ADJUSTABLE SWIVEL 8CiEDULe
<br />ALL THREADED LOOP HANGER 1. NEW BRANCHUNE OR MAIN
<br />HANGER ROD \ 2.NEW MECH TEE
<br />2 (SIZE VARIES. SEE PLAN)
<br />PIPE 3.SPRINKLER HEAD
<br />SPRINKLERS) DETAIL
<br />N.T.S.
<br />GENERAL UNDERGROUND NOTES
<br />Pipe Riser Clamp.
<br />--Clamp With Bolt
<br />And Nut Asumb.
<br />RISER CLAMP
<br />Y
<br />1) ALL DEDICATED UNDERGROUND FIRE MAINS FROM POINT OF SERVICE TO BUILDING TO BE INSTALLED BY A STATE LICENSED FIRE SPRINKLER
<br />CONTRACTOR (CLASS 1, 2, OR 5) .
<br />2) INSTALLATION TO BE IN ACCORDANCE WITH NFPA-24, 2007 ED:iTION.
<br />3) ALL UNDERGROUND MATERIALS SHALL BE UL LISTED FOR FIRE PROTECTION SERVICE & COMPLY WITH AWWA STANDARDS.
<br />4) ALL UNDERGROUND PIPING TO BE BURIED TO A MINIMUM OF 30" BELOW FINISH GRADE, AND 36" UNDER A DRIVE WAY.
<br />5) ALL JOINTS TO BE PROPERLY RESTRAINED BY MEGA -LUG JOINT RESTRAINT SYSTEM.
<br />6) ALL PIPING & LEAD-INS TO BE FLUSHED PER NFPA BEFORE CONNECTION TO INSIDE SPRINKLER SYSTEM.
<br />7) PIPING AFTER POINT OF SERVICE TO BE BLUE BRUTE C-900 CLASS PVC WITH MECHANICAL JOINT FITTINGS.
<br />8) MAINTAIN MINIMUM CLEARANCES OF T-6" IN FRONT OF AND TO THE SIDES OF A FIRE HYDRANT OR FIRE PROTECTION APPLIANCE, WITH A
<br />T-0" CLEARANCE TO THE REAR. SUCH FIRE HYDRANT OR FIRE PROTECTION APPLIANCES SHALL BE MAINTAINED READILY VISIBLE AT ALL TIMES
<br />EXAMPLES OF OBSTRUCTIONS INCLUDING BUT NOT LIMITEDTO: ANY POST, FENCE, VEHICLE, GROWTH, VEGETATION, TRASH OR STORAGE OF
<br />OTHER MATERIALS. NFPA 1, 2003 EDITION - CHAPTER 18 IF APPLICABLE.
<br />Background on Common Ground Alliance
<br />• Common Ground Alliance originated as an extension of the Common Ground Study.
<br />The Common Ground Alliance (CGA) was created in 2000 after the U.S. Department of
<br />Transportation released a study addressing the best practices relating to damage prevention.
<br />The study, released in 1999, was never intended to be a fixed model, but to evolve as
<br />experts learn more and technology advances. The CGA was formed by a federal mandate to
<br />continue the development of best practices for damage prevention. CGA is a member -driven
<br />organization with more than 1,400 individual members, member organizations and sponsors in
<br />15 stakeholder groups that comprise the underground utility and damage prevention industry.
<br />g P P g Y g P Y
<br />These groups include excavators, locators, road builders, electric, telecommunications, oil, gas,
<br />railroad, one call centers, public works, equipment manufacturing & suppliers, state regulators,
<br />insurance & engineering/design and emergency services.
<br />• Common Ground Alliance promotes effective damage prevention practices.
<br />From its inception, CGA has promoted effective damage prevention practices in order to
<br />ensure public safe environmental protection and the integrity of services. To achieve these
<br />P tJ'� P g Y
<br />goals, CGA fosters a sense of shared responsibility for the protection of underground facilities;
<br />supports research; develops and conducts public awareness and education programs; identifies
<br />and disseminates stakeholder best practices such as those embodied in the Common Ground
<br />Study; • and serves as a clearinghouse for damage data collection analysis and dissemination.
<br />g � Y
<br />The CGA also works with industry stakeholders and regulators to produce stronger, more
<br />effective results through partnership, collaboration and the pursuit of common goals in damage
<br />prevention.
<br />The Common Ground Alliance CGA will work with its 1,400 individual members
<br />member organizations, sponsors 811 campaign national launch partners to
<br />g P
<br />reach target audiences.
<br />The designation of a national 811 "Call Before You Dig" number provides CGA with a unique,
<br />once -in -a -lifetime opportunity to focus national attention on the importance of calling before
<br />digging. CGA will work with its entire network and its national launch partners to reach all
<br />aspects of the digging world and educate them on the relevance of 811.
<br />6" POST "`" .. I
<br />INDICATOR 30" MIN.
<br />VALVE _'\ —i
<br />6" C-900 B" C-900 PIPE
<br />PIPE 1713
<br />BACKFLOW PREVENTOR & PIV DETAIL
<br />N.T.S.
<br />1WELD-0-LET
<br />1" PIPE
<br />CONNECT TO THE SYSTEM
<br />REMOTE (FAR) LINE OF TREE 1'90' C.I. ELL
<br />CONVENIENT TO AN EXTERIOR
<br />WALL d: A GOOD LOCATION FOR 1 • PIPE
<br />ACCESS TO 1' INSP. TEST VALVE
<br />1" GLOBE VALVE
<br />'oi i' PIPE
<br />io
<br />NOTE: THIS CAN ALSO BE USED 1'90' C.I. ELL
<br />FOR AUXILIARY DRAIN \
<br />REMOVE
<br />BUSHING IF NECESSARY
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<br />EXTERIOR WALL
<br />1" SIGHT GLASS
<br />1'45' GAILY. ELL
<br />W/ 1' x 1/2' OR
<br />1' x 3/4' BUSHING
<br />W/ SAWED OFF HEAD
<br />W/ ORFICE SIZE
<br />EQUAL TO THE
<br />SPRINKLERS USED
<br />INSPECTOR'S TEST CONNECTION DETAIL
<br />FOR TREE SYSTEMS
<br />INSP—TEST—TREE—W—SIGHT—GLASS N.T.S.
<br />REVISIONS
<br />DESCRIPTION
<br />DATE
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<br />SCALE: AS NOTED
<br />0RZ4UIN BY: NR
<br />CHECKED BY:
<br />PRINT DATE: 10.15.2012
<br />FP-2
<br />
|