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MATERIALS (ASTM) C635 AND ASTM C636 (REFERENCED IN IBC 808). AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10
<br />SECTION 13.5.6 (REFERENCED IN IBC 1613.1).
<br />GENERAL RECOMMENDATIONS
<br />A. REFERENCED SOURCES PER HIERARCHY: 2015 INTERNATIONAL BUILDING CODE (IBC), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-10), AMERICAN
<br />SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636, ASTM E 580/E 580% AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION
<br />ASSOCIATION (CISCA).
<br />B. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE
<br />STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. SOURCE: ASCE 7-10 SECTION 13.5.8.1
<br />C. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). SOURCE: ASTI E580 SECTION 5.1.1
<br />D. CEILINGS LESS THAN OR EQUAL TO 144 1 AND SURROUNDED BY WALLS CONNECTED TO .THE STRUCTURE ABOVE ARE EXEMPT FROM THE SEISMIC
<br />DESIGN REQUIREMENTS. SOURCE ASTM E580 SECTION 1.4
<br />E. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE
<br />EFFECTS OF EARTHQUAKE MOTIONS. SOURCE: ASTM E580 SECTION 3.2
<br />F. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER.
<br />SOURCE: ASTM C636 SECTION 2.3.4
<br />G. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. SOURCE: ASTM E580 SECTION 5.2.8.6
<br />LATERAL FORCE BRACING
<br />H. CEILINGS CONSTRUCTED OF SCREW -OR -NAIL -ATTACHED GYPSUM BOARD ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR
<br />SOFFITS THAT ARE LATERALLY BRACED TO THE S T RUCTURE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. SOURCE: ASCE 7-10 SECTION
<br />13.5.6.2.2 EXCEPTION 2, ASTM E580 SECTION 1.7
<br />I. CEILING AREAS OF 1000 1 OR LESS SHALL BE EXEMPT FROM LATER FORCE BRACING REQUIREMENTS. SOURCE: ASTM E580 SECTION 1.6
<br />1. LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. SOURCE: ASTM E580 SECTION
<br />5.2.8,2
<br />K. SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 900 FROM EACH OTHER AND AT AN
<br />ANGLE NOT EXCEEDING 450 FROM THE PLANE OF THE CEILING. SOURCE: ASTM E580 SECTION 5.2.8.2
<br />L. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF
<br />NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. SOURCE: CISCA ZONES 3-4
<br />M. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. SOURCE: ASTM E580 SECTION
<br />5.2.8.2
<br />N. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. SOURCE: ASTM E580 SECTION 528.4
<br />O. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. SOURCE: ASTM E580 SECTION 5.2.8.2
<br />P. THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST,
<br />WALL MOLDINGS
<br />Q. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE. ONE END OF THE CEILING GRID
<br />SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A % INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE. SOURCE: ASTM
<br />E580 SECTION 5.2.2, SECTION 5.2.3
<br />SPREADER BARS
<br />R. TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR
<br />SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8 IN. OF EACH WALL. SOURCE: ASTM
<br />E580 SECTION 5.2.4
<br />S. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. SPREADER BARS ARE NOT
<br />REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL.
<br />HANGER (SUSPENSION) WIRES
<br />T. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS (FIGURE 5A) COUNTER SLOPING WIRES ARE PROVIDED. SOURCE: ASTM C636
<br />SECTION 2.1.4
<br />U. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 FEET ON CENTER. SOURCE: ASTM C636 SECTION 2.1
<br />V. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS, SOURCE: CISCA ZONES
<br />3-4
<br />W. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE. SOURCE:
<br />ASTM E580 SECTION 5.2.6
<br />X, WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE
<br />OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES
<br />APPROPRIATE FOR THE SEISMIC CATEGORY. SOURCE: ASTM E580 SECTION 5.2.7.4
<br />ELECTRICAL FIXTURES
<br />Y. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE
<br />ABOVE. THIS WIRE MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.3.4
<br />Z. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 LBS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF
<br />THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.3.5
<br />AA. LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE:
<br />ASTM E580 SECTION 5.3.6
<br />AB. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GAGE WIRE OR AN APPROVED ALTERNATE
<br />SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. SOURCE: ASTM E580 SECTION 5.3.7
<br />AC. TANDEM FIXTURES MAY UTILIZE COMMON WIRES,
<br />MECHANICAL SERVICES
<br />AD. TERMINALS OR SERVICES WEIGHING LESS THAN 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS
<br />RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS, SOURCE: ASTM E580 SECTION 5.4.1
<br />AE. TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 56 LBS. SHALL HAVE, IN ADDITION TO 5.4.1, TWO 12 GAGE WIRES CONNECTING
<br />THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE, THESE WIRES MAY BE SLACK, SOURCE: ASTM E580 SECTION 5.4.2
<br />Al TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS,
<br />SOURCE: ASTM E580 SECTION 5.4.3
<br />SEISMIC SEPARATION JOINTS
<br />AG. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING
<br />SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE
<br />SUFFICIENT CLEARANCE. SOURCE: ASCE 7-10 SECTION 13.5.6.2.2 B
<br />SPRINKLERS
<br />AH, FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE
<br />CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1
<br />INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. SOURCE: ASTM E580 SECTION 5.2.8.5
<br />1/2" S-
<br />(4) EXI
<br />PER M
<br />CONCI
<br />611
<br />C ° OR PER MFG.
<br />a ° _ 1
<br />BOLT-DOWNLBOLLARD
<br />3„ = 1„-0„
<br />8 #12 GA VERTICAL WIRE 8�
<br />MAX. MAX. \
<br />HORIZONTAL STRUT
<br />TYPICAL
<br />(:ON-rINUOUS�.
<br />!'i�IIIIIiII Jlllllllilllillll! IIIIIII IIIIIILIiII IIIIIIIIIiIIIIIIII I;IIIWillIII
<br />/I ATTACHMENT PE CLEANROOM ACP PROVIDE 3/4 SPACE
<br />� MOPPOSING WALL
<br />MANUFACTURER'S \
<br />INSTALLATION FAIN RUNNER OR CROSS TEE
<br />INSTRUCTIONS PARTITION AS SCHEDULED
<br />III, -- GASKETED
<br />WALL ANGLE MTL STUD COMPRESSION
<br />STRUT FOR SIZE & NO SEE
<br />SCHED BELOW. ATTACH @
<br />PURLIN ABOVE W/ 2#8 SHT
<br />4 - #12 GA SEISMIC MTL SCREWS, DO NOT
<br />SPLAY BRACE WIRES ATTACH TO STIFFENERS.
<br />2 - #12 14 GA SCREWS @
<br />STUDS TO T-BAR
<br />45
<br />MAIN RUNNER
<br />45 °rYPICAL
<br />SCHEDULE
<br />MAX. HT OF COMPRESSION STRUT
<br />STUD SIZE & GA
<br />SINGLE STUD
<br />DOUBLE STUD
<br />1-5/8" x 20 GA SS
<br />7'-8"
<br />11'-8"
<br />2-1/2" x 20 GA SS
<br />T-7"
<br />16-6"
<br />3-1/2" x 20 GA SS
<br />7'-4"
<br />22'-9"
<br />80OS200-54
<br />29'-0"
<br />1-5/8" x 20 GA WC
<br />10'-0"
<br />11'-6"
<br />NOTE: ATTACH DOUBLE STUD WEB TO FLANGE W/ #6 SCREW @ 18" OC
<br />DETAILSUSPENDED ACT
<br />3„ = 1„-0„
<br />SEE 8/A8.1 FOR SEALING
<br />� SECTION THROUGH LIGHTING FIXTURE______
<br />1 1/2" = 1"-0„
<br />� i
<br />�i�� ll I I
<br />II ! II I+� I II
<br />6 STO SOUND BATTS PINNED TO
<br />UNDERSIDE OF DECK, TYP.
<br />12" COLD FORMED STEEL
<br />-- FRAMING, SEE STRUCTURAL
<br />5/8" GWB LIGNING AT UNDERSIDE
<br />OF LID METAL FRAMING, TYP,
<br />EXTEND GWB WALL TO UNDERSIDE
<br />OF GYP LID AND SEAL, PROVIDE
<br />ill 3-5/8" MTL STUD DEFLECTION HEAD, TYP.
<br />BRACED SOFFIT
<br />FROM ROOF
<br />STRUCTURE
<br />h
<br />5/8" GWB
<br />PER PLP:i
<br />CORNER BEADS, TYP
<br />SUSPENDED CLEANROOM ACOUSTICAL
<br />CEILING AS SCHEDULED
<br />BULKHEAD
<br />1 1/2" = 1"-0"
<br />0
<br />rN
<br />2"0 TUBULAR /
<br />GRAB RAILS
<br />PIPE AND
<br />i CHAINLINK
<br />— RAILING AT
<br />PERIMETER; SEE
<br />PLAN FOR
<br />REMOVABLE
<br />SECTION
<br />LOCATIONS
<br />STEEL FLAT
<br />(- BAR SIDE
<br />RAILS
<br />3/4" @ STL
<br />RUNGS THRU
<br />SIDE RAILS
<br />° ( PROVIDE 6X6 Ill
<br />I W/A23 TOP AND
<br />BTM FOR LADDER
<br />ATTACHMENT 4' O.C.
<br />r - MAX
<br />- HINGED, LOCKABLE
<br />METAL SECURITY
<br />COVER -
<br />-- -� PL 1/2X4X4 W/
<br />1/2"0 I
<br />EXPANSION
<br />BOLT W/ 2-1/2
<br />EMBED I
<br />i J 3„ = 1„-0„
<br />MASTIC SEAL, BOTH SIDES, TYP.
<br />RETAINER
<br />00
<br />FASTENERS PER MANUFACTURER'S
<br />INSTALLATION INSTRUCTIONS
<br />METAL STUDS C
<br />5/8" GWB, SEE STRUCTURAL FOP, OSB
<br />SHEAR WALL LOCATIONS
<br />3" = 1„-0"
<br />CHAIN OR BARRIER
<br />ACROSS
<br />M
<br />(T/O TAT LID
<br />22,00')
<br />T/O R&D LID '
<br />T-- 13' -3/4" -
<br />8"MIN,x3"x1/4"X3" PL
<br />BRACKETS @ TOP AND
<br />BOTTOM @ 4'-0" OC MAX
<br />W/ 1"0 X4" LAG BOLT TO
<br />BLOCKING IN WALL
<br />NOTE: SIM. ACCESS
<br />LADDER TO LEAD FROM
<br />@a T/O 'R&D SPACE TO TAT
<br />cn LID; SEE PLAN FOR
<br />Z, LOCATIONS
<br />LU
<br />>i
<br />U
<br />ZD
<br />L
<br />cn
<br />� I
<br />3/4" PLYWOOD TECH.
<br />DECK PER STRUCT
<br />6" THERMAFIBER SAFB
<br />SOUND BATTS PINNED
<br />TO UNDERSIDE OF
<br />DECK, TYP,
<br />BASIS OF DESIGN: LATERAL LOAD = 5 1 DEFECTION LIMIT = L/240 WITH
<br />GWB FINISH BOTH SIDES OF WALL OR 1 1/2" X 20 GA STRAP BRACING @
<br />48" OC WITH 2 #10 SCREWS EACH STUD ON ONE SIDE OF WALL
<br />HEIGHT OF WALL STUD SIZE & GAUGE SPACING
<br />UP TO 15' HIGH 3-5/8"x1 5/8",18 GA SS 24" OC MAX
<br />15'-0" to 24"-9" 6" x 1 5/8", 18 GA SS 24" OC MAX
<br />24'-9" to 32"-0" 6" x 2", 16 GA SS 16" OC MAX
<br />32'-0" to 42"-0" 8" x 2", 14 GA SS 16" OC MAX
<br />JOISTCEILING SPAN TABLE
<br />JOIST TYPE
<br />MAX. SPAN
<br />JOIST SPACING
<br />600S162-54
<br />18'-0"
<br />24" O.C.
<br />800S162-54
<br />25'-0"
<br />24" O.C.-
<br />1200S162-54
<br />33' 0"
<br />-
<br />24" O.C.
<br />SPAN TABLE AND SPACING PROVIDED BY DCI STRUCTURAL ENGINEERS,
<br />DIRECTION OF CEILING JOIST FRAMING AND JOIST TYPE PER
<br />CEILING JOIST SPAN TABLE
<br />INTERIOR PARTITION
<br />GALV. STEEL POSTS 4'4' OC.
<br />707T -I
<br />BATTS6" STO SOUND
<br />TO UNDERSIDE OF DECK
<br />T/O OF TECH DECK
<br />IT-0 3/4" 4
<br />SEE STRUCTURAL FOR T/O WALL
<br />CONSTRUCTION
<br />EXTEND WALL GWB TO UNDERSIDE
<br />OF LID PLYWOOD AND SEAL, TYP.
<br />12" COLD FORMED STEEL
<br />FRAMING, SEE STRUCTURAL
<br />5/8" GWB LIGNING AT UNDERSIDE
<br />OF LID METAL FRAMING, TYP.
<br />1/2 OSB SHEAR WALL OVER 6"
<br />METAL STUDS @ 16" O.C, - SEE
<br />STRUCT.
<br />tawolt ICI ,
<br />5/8" TYPE 'X' GWB OVER
<br />PLYWOOD SHEATHING
<br />SUSPENDED CLEANROOM
<br />ACOUSTICAL CEILING, HUNG
<br />FROM JOISTS - NOT DESIGNED
<br />FOR ANY LIVE LOADING
<br />INTEGRAL EGRAL COVE BASE
<br />BASE TO MATCH TYP, ON WAREHOUSE
<br />SIDE, SEE FINISH SCHEDULE
<br />METAL STUD RUNNER SAME GAUGE AS
<br />PARTITION W/ MINIMUM 1" LONG
<br />FLANGES ATTACHED TO EXISTING CONC
<br />SLAB WITH POWER -DRIVEN FASTENERS
<br />AT 24" OC - HILTI "X-DNI" PINS, 1"
<br />PENETRATION MINIMUM WITH 7/8" 1
<br />WASHERS.
<br />ICC-ES REPORT NO ESR-1663
<br />1200 Fifth Ave.
<br />Mite 100
<br />Seattle, VVA 93101
<br />Phone: (206) 408-8500
<br />WWW.NELSONWORLDWIDE.COM
<br />Owner/Client Representative,
<br />Firm Name: TERRAPOWER
<br />Attn: IAN VAN HOUTEN
<br />360.739.2364
<br />E-mail: IVANHOUTEN@TERRAPOWER.com
<br />Structural Engineer -
<br />Firm Name: SHUTLER CONSULTING ENGINEERS
<br />Attn: JOHN HEADLAND
<br />425.450.4075
<br />JOHNH@SHUTLER.com
<br />General Contractor.
<br />Firm Name: PATTISON GENERAL CONTRACTOR
<br />Attn: ANDY FORTINO
<br />T: 206.571.3478
<br />E-mail:ANDYF@PAITISONGC.com
<br />CLIENT:
<br />Te-,m%
<br />rya � we
<br />3315 SEAWAY q�gBLVD.
<br />EVERE , QUA 98203
<br />Description: No: Date:
<br />PERMIT SET 05/26/2021
<br />3/4" PLYWOOD TECH,
<br />DECK PER STRUCT
<br />5/$„ GWB LIGNING SEAL:
<br />AT UNDERSIDE OF
<br />LID METAL T� _
<br />FRAMING, TYP. F/r#�IPH E I A
<br />EXTEND WALL GWB TO UNDERSIDE I
<br />-- 6" THERMAFIBER SAFB
<br />C_— OF LID PLYWOOD AND SEAL, SOUND BATTS PINNED
<br />TO UNDERSIDE OF
<br />PROVIDE DEFLECTION HEAD, TYP.
<br />DECK $ %f 06-G[A�sLff4jT
<br />_7— 1/2 OSB SHEAR WALL; SEE STERUCT.
<br />FOR DETALS AND LOCATIONS
<br />SUSPENDED CLEANROOM ACOUSTICAL � �5/8`B LIGNING AT UNDERSIDE
<br />I _ CEILING, HUNG FROM LID FRAMING; SEE
<br />--� FOR DETAILS A8.1 8 OF LID METAL FRAMING' TYP.
<br />� / , TYP. CITY STAMP:
<br />SUSPENDED CLEANROOM ACOUSTICAL
<br />CEILING, HUNG FROM LID FRAMING; SEE
<br />�I 5/8 TYPE X GWB OVER 6 METAL 5/8 GWB OVER 3-5/8 x �� 8/A8.1 FOR DETAILS, TYP,
<br />STUDS @ 16" O,C. W/ 6" STO SOUND 1-5/8", 25 GA MTL STUD j
<br />- STO SOUND BAiT INSULATION IN
<br />BATTS, SEE STRUCT, FOR DETAILS AND FRAMING @ 24" OC
<br />WALL
<br />R&D LAB ( �- ,I R&D LAB SHEAR WALL LOCATIONS R&D LAB HOT CELL TECH AREA
<br />�I
<br />METAL STUD RUNNER SAME GAUGE AS
<br />_METAL STUD RUNNER SAME GAUGE AS ( -�
<br />PARTITION W/ MINIMUM L" LONG
<br />PARTITION W/ MINIMUM 1 LONG INTEGRAL COVE BASE FLANGES ATTACHED TO EXISTING CONC
<br />INTEGRAL COVE BASE---�� FLANGES ATTACHED TO EXISTING CONC a �! POWER -DRIVEN FASTENERS
<br />_ SLAB WITH POWER -DRIVEN FASTENERS, SLAB WITH PO„ HILT! „ S„ WALL
<br />TYPES AND
<br />PENETRATIONMINIMUDMIWITH7/8" DIA
<br />� AT 24 OC - HILTI XC DNI PINS, 1
<br />PENETRATION MINIMUM WITH 7/8 1 CEILING DETAILS
<br />WASHERS, WASHERS.
<br />ICC-ES REPORT NO ESR-1663 ICC-ES REPORT NO ESR-1663
<br />-INTERIORINTERIOR PARTITION Proj. # 20.0001110.001 Reviewed By: PA/PM
<br />
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