Attachment 3 Mobile Range Drawing Set.pdf

CODES & DESIGN LOADS:

CODES:

*BUILDING CODE: 2018 IBC-INTERNATIONAL BUILDING CODE

*DESIGN LOADS: ASCE 7-10-MINIMUM DESIGN LOAD FOR BUILDINGS & OTHER STRUCTURES

*CONCRETE: ACI 318-BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

*TIMBER: NDS-NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION

*STEEL: AISC-MANUAL OF STEEL CONSTRUCTION

*MASONRY: TMS-BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

ALL CODES AND SPECIFICATIONS LISTED SHALL INCLUDE ALL AMENDMENTS AND ADDENDA IN FORCE AT THE DATE OF THE CONTRACT DOCUMENTS.

DESIGN LIVE LOADS:

MINIMUM DESIGN LIVE LOADS ARE IN ACCORDANCE WITH THE LATEST EDITION OF THE BUILDING CODE(S), DESIGN LOADS ARE:

*ROOF: 20 PSF (INCL. SLOPE & TRIB. AREA REDUCTION FACTORS)

LIVE LOADS HAVE BEEN REDUCED IN ACCORDANCE WITH THE METHOD PRESCRIBED IN THE ABOVE

REFERENCED BUILDING CODE.

WIND DESIGN DATA:

DESIGN WIND SPEED-ULTIMATE: 160 MPH (3-SEC GUST WIND SPEED)

DESIGN WIND SPEED-SERVICE: 124 MPH (3-SEC GUST WIND SPEED)

RISK CATEGORY II

EXPOSURE CATEGORY: C

INTERNAL PRESSURE COEFF: +/- 0.18

SOIL DESIGN PRESSURES:

TOTAL LOAD: 1500 PSF

BEARING DEPTH: 24" BELOW EXISTING GRADE

GENERAL CONDITIONS:

STRUCTURAL DOCUMENTS ARE MEANT TO REPRESENT THE STRUCTURE IN ITS FINAL CONSTRUCTED CONFIGURATION. THE GENERAL CONTRACTOR IS FULLY RESPONSIBLE FOR THE MEANS AND METHODS USED TO BUILD THE STRUCTURE. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AND WITH ALL JOB SAFETY RELATED REGULATIONS AT THE JOB SITE. THE STRUCTURAL ENGINEER IS NOT QUALIFIED TO COMMENT ON

THE CONSTRUCTION MEANS AND METHODS, NOR ON JOB SITE SAFETY.

TYPICAL DETAILS SHOWN IN THE DRAWINGS SHALL APPLY TO ALL SIMILAR LIKE CONDITIONS OCCURING ON THE PROJECT WHETHER OR NOT THEY ARE

KEYED AT EACH PARTICULAR LOCATION.

THERE SHALL BE NO DEVIATIONS FROM THESE CONSTRUCTION DOCUMENTS UNLESS APPROVED BY THE ENGINEER OF RECORD. ANY DEVIATION FROM, ADDITION TO, SUBSTITUTION FOR, OR MODIFICATION TO THE STRUCTURE OF ANY PART OF THE STRUCTURE SHOWN ON THE DRAWINGS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER OF RECORD FOR REVIEW. SHOP DRAWINGS THAT ARE SUBMITTED FOR REVIEW DO NOT CONSTITUTE “IN

WRITING” UNLESS IT IS CLEARLY NOTED THAT SPECIFIC CHANGES ARE BEING SUGGESTED.

SHOP DRAWINGS SHALL CONSIST OF NEW DRAWINGS PRODUCED BY THE GENEREAL CONTRACTOR AND HIS SUBCONTRACTORS.

WHERE CONFLICTS EXIST BETWEEN THE VARIOUS PUBLICATIONS AS SPECIFIED WITHIN THESE DRAWINGS, THE MORE STRICT REQUIREMENTS SHALL GOVERN UNLESS NOTED OTHERWISE. WHERE CONFLICTS EXIST BETWEEN THE VARIOUS PARTS OF THE STRUCTURAL CONTRACT DOCUMENTS

(DRAWINGS AND SPECIFICATIONS), THE MORE STRICT REQUIREMENTS SHALL GOVERN.

CONTRACTOR MUST COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND CIVIL PLANS FOR ALL OPENINGS, INSERTS, DEPRESSIONS, SLOPES, AND OTHER RELATED ITEMS REQUIRED TO COMPLETE THE PROJECT.

DESIGN OF NON-STRUCTURAL ELEMENTS IS NOT INCLUDED AND MUST BE PROVIDED BY OTHERS, UNLESS NOTED ON THE STRUCTURAL DOCUMENTS.

CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS (NEW AND EXISTING) AT THE JOB SITE, PRIOR TO STARTING CONSTRUCTION.

ALL HEAVILY LOADED VEHICLES, CONCRETE TRUCKS, CRANES, ETC. SHALL NOT BE DRIVEN ACROSS GRADE BEAMS OR BUILDING SLABS WITHOUT PRIOR WRITTEN AGREEMENT OF THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO THE SLAB INDUCED FROM THIS

TYPE OF EQUIPMENT.

CONSTRUCTION EQUIPMENT WITH WHEEL LOADS GREATER THAN 2000 LBS NOT PERMITTED ON STRUCTURAL FLOOR SLABS WITHOUT WRITTEN

APPROVAL FROM STRUCTURAL ENGINEER.

EXISTING CONDITIONS NOTES:

CONTRACTOR IS TO NOTIFY ENGINEER OF QUESTIONABLE EXISTING STRUCTURAL COMPONENTS AND FRAMING CONNECTIONS WHEN

ENCOUNTERED.

CONTRACTOR IS TO FURNISH ENGINEER A PROPOSED SEQUENCE OF EXISTING COMPONENT REMOVAL. METHODS OF SAW CUTTING, TEMPORARY SHORING AND OTHER PERTINENT TASKS RELATED TO EXISTING COMPONENT REMOVAL IS TO BE SUBMITTED TO THE

ARCHITECT/ENGINEER FOR REVIEW AND TO VERIFY THAT WORK IS IN GENERAL CONFORMANCE.

EARTHWORK NOTES:

SITE PREPARATION FOR THE BUILDING PAD SHALL CONSIST OF THE REMOVAL OF EXISTING PAVEMENT AND VEGETATION AND ORGANIC MATTER AS NECESSARY TO PROVIDE THE REQUIRED AMOUNT OF FILL UNDER THE BUILDING AND EXTENDING OUT A MINIMUM OF 5 ’-0” BEYOND THE PERIMETER OF

THE BUILDING.

THE SUBGRADE SHALL BE PROOFROLLED WITH A HEAVY, RUBBER-TIRED VEHICLE (STATIC WEIGHT OF AT LEAST 20 TONS AND WITH TIRE PRESSURES OF AT LEAST 90 PSI). THE CONTRACTOR SHALL MAKE AT LEAST TWO COMPLETE PASSES OVER THE AREA WITH THE SECOND PASS PERPENDICULAR TO THE FIRST PASS. AREAS OF THE SUBGRADE THAT ARE OBSERVED TO BE SO OR WEAK SHALL BE OVEREXCAVATED AND REPLACED WITH PROPERLY

COMPACTED SELECT FILL.

SUBGRADE SHALL BE SCARIFIED AND MOISTURE CONDITIONED TO A SIX (6) INCH DEPTH AND THEN RECOMPACTED TO BETWEEN [95 AND 100] PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR DENSITY TEST (ASTM D698). THE MOISTURE CONTENT SHALL BE BETWEEN [OPTIMUM AND +3] PERCENT OF THE OPTIMUM MOISTURE CONTENT. PROVIDE A MINIMUM OF FOUR (4) FIELD DENSITY TESTS PER LIFT OR ONE (1) FOR EVERY 2,500 SQUARE FEET WHICHEVER IS GREATER. IF WET WEATHER CONDITIONS OR OTHER ISSUES ARE ENCOUNTERED THAT WILL NOT ALLOW FOR ADEQUATE SUBGRADE COMPACTION EFFORTS, THEN ONE OF THE FOLLOWING METHODS SHOULD BE USED TO IMPROVE THE

SOILS.

1. REMOVAL AND REPLACEMENT WITH SELECT FILL.

2. CHEMICAL TREATMENT OF THE SOIL TO DRY THE SUBGRADE.

3. DRYING BY NATURAL MEANS IF THE SCHEDULE ALLOWS.

SELECT FILL MATERIAL FOR THE BUILDING PAD SHALL BE AN INORGANIC SANDY CLAY WITH A

LIQUID LIMIT [LESS THAN 35] AND PLASTICITY INDEX BETWEEN [7 AND 20].

SELECT FILL SHALL BE PLACED IN EIGHT INCH LOOSE LIFTS AND COMPACTED TO BETWEEN [95 AND 100] PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR DENSITY TEST (ASTM D698). THE MOISTURE CONTENT SHALL BE BETWEEN [OPTIMUM AND +3] PERCENT OF THE OPTIMUM MOISTURE CONTENT FOR SELECT FILL. SELECT FILL MATERIAL SHALL EXTEND A MINIMUM OF 5’-0” BEYOND THE BUILDING PERIMETER

OR AS INDICATED IN THE GEOTECH REPORT.

SELECT FILL MATERIAL SHALL BE TESTED DURING PLACEMENT OF EACH LIFT FOR THE ATTERBERG LIMITS IN ACCORDANCE WITH ASTM D4318-98 METHOD B “STANDARD TEST METHOD FOR LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS” TO VERIFY THAT THE SELECT FILL MATERIAL IS IN ACCORDANCE WITH THE ORIGINALLY APPROVED SELECT FILL MATERIAL. TEST RATE OF ONE TEST PER 1000SF OR EACH LIFT.

CONTRACTOR SHALL MAINTAIN A CLEAN EXCAVATION THAT IS FREE OF WATER 100% OF THE TIME. CONTRACTOR SHALL PROVIDE PUMPS AS REQUIRED

TO REMOVE ANY WATER AT ALL TIMES.

THE SITE SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING PAD DURING BUILDING PAD INSTALLATION AND WHEN THE

BUILDING PAD AND BUILDING ARE COMPLETED.

OVER-EXCAVATED PLUMBING AND UTILITY TRENCHES SHALL BE BACKFILLED TO PROPER GRADE WITH COMPACTED EARTH, SAND, FINE GRAVEL OR SIMILAR GRANULAR MATERIAL. PIPING SHALL NOT BE SUPPORTED ON ROCKS OR BLOCKS AT ANY POINT. ROCKY OR UNSTABLE SOIL SHALL BE OVER- EXCAVATED BY TWO OR MORE PIPE DIAMETERS AND BROUGHT TO THE PROPER GRADE WITH SUITABLE COMPACTED GRANULAR MATERIAL.

SITE DRAINAGE NOTES:

THE SITE SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING PAD DURING BUILDING PAD INSTALLATION AND WHEN THE

BUILDING PAD AND BUILDING ARE COMPLETED.

WATER FROM ROOF DRAINS AND DOWNSPOUTS SHALL BE COLLECTED AND PIPED AWAY FROM THE BUILDING.

TREES AND VEGETATION SHALL NOT BE ALLOWED WITHIN A DISTANCE EQUAL TO THREE QUARTERS THEIR ULTIMATE HEIGHT AWAY FROM THE

BUILDING.

FOUNDATION NOTES:

GEOTECHNICAL: FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL INFORMATION PROVIDED BY THE OWNER/CLIENT:

IBC: TABLE 1806.2-PRESUMPTIVE LOAD-BEARING VALUES

ALL RECOMMENDATIONS THEREIN THAT RELATE TO THE WORK SHOWN ON THESE DOCUMENTS SHALL BE USED. FOR ANY CONFLICTS BETWEEN THE GEOTECHNICAL INFORMATION AND THESE DRAWINGS, THE GC SHALL ISSUE THE APPROPRIATE REQUEST FOR INFORMATION/CLARIFICATION.

PREPARED GRADE AREA UNDER ALL BUILDING SLABS AND GRADE BEAMS SHALL BE COVERED WITH A CONTINUOUS 10 MIL WATER VAPOR RETARDER. A 15 MIL CONTINOUS WATER VAPOR BARRIER SHALL BE PROVIDED UNDER ALL WOOD FLOOR AREAS. THE WATER VAPOR BARRIER/RETARDER SHALL MEET THE REQUIREMENTS OF ASTM E 1745, CLASS A OR BETTER WITH MAXIMUM WATER PERMEANCE OF 0.3 US PERMS (OR AS STATED IN THE SPECS) WHEN TESTED IN ACCORDANCE WITH ASTM E96. THE WATER VAPOR BARRIER/RETARDER SHALL BE INSTALLED AND LAPPED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM E 1643. PENETRATIONS SHALL BE SEALED IN STRICT ACCORDANCE WITH THE MANUFACTURER ’S RECOMMENDATIONS AND

REQUIREMENTS.

PROVIDE MINIMUM REQUIRED SELECT FILL MATERIAL UNDER THE FLOOR SLAB, AND EXTEND BEYOND THE BUILDING PERIMETER AS INDICATED IN THE GEOTECHNICAL INFORMATION. SEE GRADING PLANS FOR NATURAL GRADE, FINISH GRADE, AND FINISH FLOOR

ELEVATIONS.

CONDUITS SHALL NOT BE PLACED IN THE CONCRETE SLAB. CONDUITS SHALL BE PLACED IN THE SELECT FILL MATERIAL BENEATH THE VAPOR RETARDER. ALL PENETRATIONS OF THE VAPOR RETARDER SHALL BE SEALED IN STRICT ACCORDANCE WITH THE

MANUFACTURER’S RECOMMENDATIONS AND REQUIREMENTS.

CONCRETE NOTES:

ALL NORMAL WEIGHT CONCRETE SHALL HAVE SAND AND CRUSHED CARBONATE AGGREGATE CONFORMING TO ASTM C33, TYPE 1 PORTLAND CEMENT, AND HAVE THE FOLLOWING DESIGNATED COMPRESSIVE STRENGTHS (f ’c) IN 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS:

FOOTINGS, GRADE BEAMS, PILASTERS: 3000 PSI

SLAB ON GRADE: 3000 PSI

ALL OTHER CONCRETE: 3000 PSI

FLY ASH, IF USED, SHALL CONFORM TO ACI. THE AMOUNT OF FLY ASH TO THE TOTAL CEMENTITIOUS MATERIAL IN THE CONCRETE MIX DESIGN SHALL

NOT EXCEED ACI REQUIREMENTS OR 25 PERCENT, WHICHEVER IS LESS.

CONCRETE SUPPLIER SHALL BE AWARE OF CEMENTS THAT CAN CAUSE LATE ETTRINGITE FORMATION IN THE CEMENT PASTE AND BE PREPARED TO

SHOW THAT THE CEMENTS USED WILL NOT CAUSE THIS PROBLEM.

NO HORIZONTAL JOINTS WILL BE PERMITTED IN CONCRETE EXCEPT WHERE THEY NORMALLY OCCUR OR WHERE SHOWN ON THE DRAWINGS/DETAILS.

VERTICAL JOINTS SHALL OCCUR AT CENTER SPANS OR AT LOCATIONS APPROVED BY THE STRUCTURAL ENGINEER.

ALL MIXING, TRANSPORTING, PLACING, AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE AMERICAN

CONCRETE INSTITUTE (ACI): ACI 301 AND ACI 318, LATEST EDITIONS.

ALL BASE PLATES AND ANCHOR BOLTS SHALL BE PROTECTED WITH 3” MINIMUM OF CONCRETE. ANCHOR BOLTS SHALL BE FABRICATED FROM FULL BODIED ASTM F1554, GRADE 36 LOW CARBON STEEL RODS HAVING THE SAME DIAMETER AS THE BOLT DIAMETER AND USING CUT THREADS. ROLLED

THREADS ARE NOT ACCEPTABLE. BOLTS SHALL BE SET USING RIGID TEMPLATES.

CONDUITS ARE NOT ALLOWED IN SLABS ON GRADE, STRUCTURAL SLABS, GRADE BEAMS, PIERS, OR FOOTINGS. ALL CONDUITS SHALL BE

BURIED IN THE SUBGRADE.

REINFORCING:

ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE ON THE DRAWINGS. NO. 3 BARS SHALL CONFORM TO

ASTM A615, GRADE 40.

DEFORMED BAR ANCHORS SHALL CONFORM TO ASTM A496, GRADE 70.

ALL WELDED WIRE FABRIC SHALL BE SMOOTH WIRE FABRIC CONFORMING TO ASTM A185, AND SHALL BE FURNISHED IN FLAT SHEETS.

CONCRETE COVERAGE AROUND REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 318, LATEST EDITION, AND MEET REQUIREMENTS BELOW. THE REINFORCING STEEL DETAILER SHALL ADJUST REINFORCING STEEL CAGE SIZES AT INTERSECTING REINFORCING MEMBERS AS REQUIRED TO ALLOW CLEARANCE FOR INTERSECTING BARS. SLAB ON GRADE REINFORCEMENT SHALL BE SUPPORTED AT EVERY THIRD BAR, NOT TO EXCEED 45

INCH INTERVALS:

FOOTINGS/PIERS: 3”

GRADE BEAMS: 3” BOTTOM, 2” SIDES (3” IF CAST AGAINST SOIL), 1-1/2” TOP

SLAB ON GRADE: 1” TOP

DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO ACI 315, LATEST EDITION. ALL HOOKED BARS SHOWN SHALL HAVE

STANDARD HOOKS, UNLESS NOTED OTHERWISE.

REINFORCING SHALL NOT BE WELDED WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER.

BOTTOM REINFORCING BARS SHALL BE SPLICED AT SUPPORTS AND CONTINUOUS TOP BARS SHALL BE SPLIED AT MID-SPAN.

ALL CONTINUOUS REINFORCEMENT SHALL BE LAPPED 40 BAR DIAMETERS AT SPLICE LOCATIONS.

PROVIDE (1)#5x4’-0” BAR IN SLAB AT ALL RE-ENTRANT CORNERS, TYPICAL.

HOW TO MINIMIZE CRACKING IN CAST-IN-PLACE CONCRETE SLAB:

USE SLUMP LESS THAN 5 INCHES (USE ADMIXTURES TO IMPROVE WORKABILITY AS REQUIRED).

USE AS LARGE A SIZE OF COARSE AGGREGATE AS POSSIBLE IN THE CONCRETE DESIGN MIX.

DO NOT PERFORM FINISHING OPERATION WITH WATER PRESENT ON THE SURFACE, OR BEFORE THE CONCRETE HAS COMPLETED BLEEDING.

PLACE SAW-CUT JOINTS IMMEDIATELY AFTER FINAL SET (AS SOON AS CONCRETE SURFACE CAN BE ACCESSED WITH NO RESULTING DAMAGE).

METAL BUILDING NOTES:

THE METAL BUILDING FRAME AND COMPONENTS SHALL BE DESIGNED BY A METAL BUILDING MANUFACTURER EXPERIENCED IN METAL BUILDING SYSTEM DESIGN. THE DESIGN SHALL BE IN ACCORDANCE WITH THE "RECOMMENDED DESIGN PRACTICE MANUAL" OF THE METAL BUILDING MANUFACTURER'S ASSOCIATION,THE AISI "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STRUCTURAL MEMBERS", AND THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". ANY SIZE SHOWN ON THE DRAWINGS IS A MINIMUM SIZE. THE METAL BUILDING SUPPLIER MAY INCREASE SIZE, IF REQUIRED, FOR THE METAL BUILDING DESIGN.

METAL BUILDING FRAMES AND COMPONENTS SHALL BE DESIGNED TO COMPLY WITH THE CITY OF HOUSTON BUILDING CODE AND ANY OTHER

GOVERNING CODES.

AT A MINIMUM OF THREE WEEKS BEFORE SCHEDULED FOUNDATION CONSTRUCTION, THE METAL BUILDING MANUFACTURER SHALL SUBMIT ANCHOR BOLT LAYOUT AND METAL BUILDING FOUNDATION REACTIONS FOR VERIFICATION OF FOUNDATION DESIGN. THE METAL BUILDING MANUFACTURER SHALL CAREFULLY EXAMINE THE FOUNDATION DRAWINGS TO VERIFY THAT SUFFICIENT CONCRETE EXISTS IN ALL CASES TO EMBED HIS ANCHOR BOLTS.

THE METAL BUILDING MANUFACTURER SHALL SUBMIT FOR REVIEW AND PERMIT APPLICATION, THE STRUCTURAL DESIGN CALCULATIONS AND DRAWINGS STAMPED BY A LICENSED ENGINEER IN THE DISCIPLINE OF STRUCTURAL ENGINEERING, LICENSED IN THE STATE OF TEXAS. THIS ENGINEER

SHALL BE THE ENGINEER OF RECORD FOR THE METAL BUILDING SYSTEM.

ITEMS TO BE DESIGNED, DETAILED AND SUPPLIED BY THE METAL BUILDING MANUFACTURER INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING ITEMS:

A. WIND FRAMES - TO BE RIGID FRAMES DESIGNED WITH PINNED COLUMN BASES.

B. ROOF PURLINS AND WALL GIRTS.

C. ROOF AND WALL PANELS.

D. OTHER ESSENTIAL STRUCTURAL ITEMS SUCH AS ROOF X-BRACING, FLANGE BRACES, ANCHOR BOLTS, ALL CONNECTIONS, ETC.

E. HORIZONTAL WIND MEMBERS TO SUPPORT THE TOP OF TILT WALL PANELS OR MASONRY WALLS AS DETAILED.

F. ROOF OPENING FRAMING FOR MECHANICAL UNITS AND ROOF PENETRATIONS.

G. THE METAL BUILDING MANUFACTURER SHALL REVIEW THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND DESIGN HIS STRUCTURE TO

SUPPORT ALL HANGING LOADS FROM THE STRUCTURE INCLUDING BUT NOT LIMITED TO, MECHANICAL UNITS, FOLDING PARTITIONS AND

BASKETBALL GOALS.

H. ANCHOR RODS/BOLTS-“J” BOLTS ARE NOT ACCEPTABLE FOR COLUMN ANCHOR BOLTS. METAL BUILDING MANUFACTURER IS TO DETERMINE

DIAMETER AND EMBEDMENT LENGTH INTO FOUNDATION.

I. REFER TO SPECIFICATIONS FOR OTHER REQUIREMENTS.

X-BRACING SHALL BE ROD BRACING WITH TURNBUCKLES ----- NOT CABLE.

SEE PLAN FOR REACTIONS IN KIPS FOR OTHER ITEMS CONNECTING TO THE METAL BUILDING COMPONENTS FOR WHICH THE METAL BUILDING STRUCTURE IS TO BE DESIGNED TO SUPPORT. THE METAL BUILDING MANUFACTURER IS TO MAKE PROVISIONS FOR THIS CONNECTION AND

COORDINATE AS REQUIRED.

THE METAL BUILDING MANUFACTURER IS TO PROVIDE THE DESIGN AND DETAILING FOR OTHER MATERIALS WHICH CONNECT THE METAL BUILDING

COMPONENTS AND COORDINATE AS REQUIRED.

THE MAXIMUM ALLOWED HORIZONTAL MOVEMENT PARALLEL OR PERPENDICULAR TO THE RIGID FRAME AT THE FRAME EAVE UNDER MAXIMUM WIND LOADS SHALL BE THE EAVE HEIGHT DIVIDED BY 180. EAVE HEIGHT DIVIDED BY 240 SHOULD BE USED FOR ALL BRITTLE FINISHES, INCLUDING BRICK, MASONRY, STONE, ETC.

THE MAXIMUM ALLOWED VERTICAL MOVEMENT AT THE CENTER OF THE RIGID FRAME UNDER FULL LIVE LOAD SHALL BE THE SPAN OF THE FRAME DIVIDED BY 180. IF THE ROOF SUPPORTS PLASTER OR SHEETROCK CEILINGS, LIMIT THE LIVE LOAD DEFLECTION TO THE SPAN OF THE FRAME DIVIDED

BY 360.

THE BUILDING SHALL BE DESIGNED FOR A MINIMUM COLLATERAL LOAD OF 3 PSF. THE BUILDING SHALL BE DESIGNED FOR A MINIMUM 10 PSF COLLATERAL LOAD FOR CEILINGS AND MECHANICAL AND ELECTRICAL SYSTEMS WHEN THE BUILDING HAS CONDITIONED SPACE WITH CEILINGS AND

LIGHTING.

THE METAL BUILDING ENGINEER IS TO PROVIDE TO THE OWNER, A STATE BOARD OF INSURANCE FORM WPI-2, IF REQUIRED FOR THE

PROJECT/LOCATION.

THE METAL BUILDING ENGINEER IS TO PROVIDE SPECIAL INSPECTION WORK AND THE FINAL LETTER OF COMPLIANCE FOR THEIR PORTION OF THE

WORK IN COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE SECTION 1704.3.

SPECIAL INSPECTIONS:

THE CITY AND SURROUNDING JURISDICTIONS REQUIRE SPECIAL INPECTIONS BE PERFORMED AT VARIOUS STAGES DURING CONSTRUCTION.

SPECIAL INSPECTION AGENCY AND ALL SPECIAL INSPECTORS SHALL BE RECOGNIZED AND APPROVED BY THE CITY BUILDING OFFICIAL.

SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS PERFORMED BY THE CITY OR AUTHORITY HAVING JURISDICTION.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM REQUIRED INSPECTIONS AND TO CONTACT THE ENGINEER OR APPROVED INSPECTION AGENCY TO CONDUCT SPECIAL INSPECTIONS AT VARIOUS STAGES OF CONSTRUCTION. SPECIAL INSPECTIONS MAY INCLUDE, BUT ARE NOT LIMITED TO:

*CONCRETE REINFORCING/FOUNDATION

*STRUCTURAL STEEL/WELDING/HIGH STRENGTH BOLTS

ALL ITEMS SHALL BE MADE READILY AVAILABLE AND VISIBLE FOR OBSERVATION BY THE ENGINEER OR APPROVED INSPECTION AGENCY.

NOTICE FOR INSPECTIONS SHALL BE GIVEN 24 HOURS (MIN) IN ADVANCE FOR SCHEDULING PURPOSES.

Scale

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Drawn by

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1113 STRUCTURAL ENGINEERS PLLC

705 NICHOLSON ST-HOUSTON, TX 77007

C: 713.530.4425 E: 1113se@comcast.net

FIRM REG#: F-14428

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GENERAL NOTES

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No. Description Date

A A

A' A'

B B

C C

D' D'

D D

1 1/2"

1/

2" 1'

-4

8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 1 1/2"

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1 1/2"

1' -4

8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"

1/

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1 1/2"

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136'-0" (OUT TO OUT STL)

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FOOTING SCHEDULE:

TYPE A 2'-0" x 2'-0" #6 @ 6"OC BOTTOM (EACH WAY)

#5 @ 6"OC TOP (EACH WAY)

TYPE B 3'-6" x 2'-8" #6 @ 6"OC BOTTOM (EACH WAY)

#5 @ 6"OC TOP (EACH WAY)

3'-6" (TYP)

2' -8

TY

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3'-6" (TYP)

2' -8

TY

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B B B B B B B B B B B B B B

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3'-6" (TYP)

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3'-6" (TYP)

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3'-6" (TYP)

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3'-6" (TYP)

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3'-6" (TYP)

2'

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3'-6" (TYP)

2' -8

TY

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2'-0" (TYP)

2' -0

TY

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2'-0" (TYP)

2' -0

TY

P)

S501

S501

S501

S501

S501

S501

S501

S501

S501

S501

S501

S501

S501

S501

S501

SLAB JOINT (5/S501)

SLAB JOINT (5/S501)

SLAB JOINT (5/S501)

SLAB JOINT (5/S501)

SLAB JOINT (5/S501)

SL

AB

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4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"

1' -7

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S501

1' -7

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PLAN NOTES:

FOUNDATION:

*5” SLAB ON GRADE REINFORCED w/ #3@12” OC EACH WAY.

*SLEEVES OR OTHER PENETRATIONS SHALL BE ALLOWED THRU STRUCTURAL MEMBERS

WITH PRIOR APPROVAL OF ENGINEER.

*ALL DEPRESSIONS ON PLAN ARE FOR REFERENCE ONLY. VERIFY DEPTH AND LOCATION

WITH ARCHITECTURAL DRAWINGS.

*EXT FND BACKFILL: 1/S501

*FND CORNER BARS: 2/S501

*FND PENETRATION: 3/S501

*FND PIPE/CONDUIT ENTRY: 4/S501

*SLAB JOINT: 5/S501

*SLAB PENETRATION: 6/S501

*PEMB ANCHOR BOLT SCHEDULE: 7/S501

*EPOXY ANCHOR BOLT REPAIR SCHEDULE: 8/S501

Scale

Project number

Date

Drawn by

Checked by

1113 STRUCTURAL ENGINEERS PLLC

705 NICHOLSON ST-HOUSTON, TX 77007

C: 713.530.4425 E: 1113se@comcast.net

FIRM REG#: F-14428

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PLAN

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3/16" = 1'-0"1 FOUNDATION PLAN

SLOPE

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BARRIER/RETARDER

(P

LA

N)

FF

SUBGRADE/BLDG PAD

NOTE: IMMEDIATELY BACKFILL

THE GRADE BEAM BEFORE

PONDING WATER CAN OCCUR.

BACKFILL w/CLAY MATERIALS, HAND TAMPED IN 8" LIFTS TO

95% OF ASTM D698, @ A

MOISTURE CONTENT OF

OPTIMUM TO +3%.

LIMIT OF EXCAVATION

TYP EXT FND

IN

TE

RS

EC

TI

O N

CO

RN

ER

CORNER BARS T & B

OUTSIDE BARS ONLY

(SEE SCHEDULE)

(#3) 1'-4"

(#7) 3'-2"

(#4) 1'-10"

(#8) 3'-9"

(#5) 2'-3"

(#9) 4'-9"

(#6) 2'-10"

(#10) 6'-1"

CORNER BARS T & B

OUTSIDE BARS ONLY

OF INTERIOR BEAM

(SEE SCHEDULE)

REINF SCHEDULE

CL

CL

CL

DI

M

"X

1'-6" (MIN) 1'-6" (MIN)DIM "X"

PENETRATION

ADD (2)#6

NOTE: TYP PENETRATION/HOLE THRU

GRADE BEAM LARGER THAN 4" DIA.

1'-6" (MIN)

3" 3" 3" 3"

CLCL

BARRIER/RETARDER

(P

LA

N)

FF

SUBGRADE/BLDG PAD

TYP EXT FND

BOTTOM OF TRENCH

PIPE OR CONDUIT

BENTONITE PLUG

FULL WIDTH AND

DEPTH OF TRENCHCONT 3/4"x1.5" KEYENCASE ONE END w/

PVC OR RUBBER SLEEVE

TYPICAL CONSTRUCTION JOINT

1/4" SAW CUT

TYPICAL CONTRACTION JOINT

NOTE: IF METAL FORMS ARE USED , REMOVE

THEM BEFORE POURING ADJACENT SLAB

PROVIDE JOINTS AT EVERY COLUMN LINE AND AT A

MAXIMUM SPACING OF 36 TIMES THE SLAB THICKNESS

(NOT TO EXCEED 18 FEET) U.O.N.

CONTRACTION JOINT MAY BE

SAWCUT TO 1/4 OF THE SLAB

DEPTH WITHIN 6 HOURS AFTER

SLAB PLACEMENT

#5x24" SMOOTH BARS

@ 12"OC

EDGE TO 1/8" RADIUS

EACH SIDE OF JOINT

(P

LA

N) (P

LA

N)

(P

LA

N

3"

ROUND OR

RECTANGULAR

OPENING (TYP)

3"

3"

4'- 0"

(M

IN

2'-0"

6'-0" (MAX)

2'-0" (MIN) 2'-0"

2' -0

6' -0

M

AX

2' -0

M

IN

2' -0

SC

HE

D

EM

BE

D

6" P

RO

J

SC

HE

D

EM

BE

D

6" P

RO

J

3" MIN 5" MIN

BO

LT

RO

D

TYP DETAIL ALT DETAIL

BOLT DIA (D) MIN EMBED IN CONCRETE

PEMB ANCHOR BOLT SCHEDULE

6D

R=4D

NOTES:

*TURN HOOKS AWAY FROM

FOUNDATION EDGE

*SIZE OF BOLT TO BE DESIGNED BY

PEMB SUPPLIER

1/2" ⌀ 18"

5/8" ⌀ 18"

3/4" ⌀ 18"

7/8" ⌀ 25"

1.0" ⌀ 34" TYP DETAIL

(24" ALT DETAIL)

1.25" ⌀ 54" TYP DETAIL

(30" ALT DETAIL)

SC

HE

D

EM

BE

D

6" P

RO

J

5" MIN

EP

O

XY

A N

CH

O R

TYP DETAIL

BOLT DIA (D) MIN EMBED IN CONCRETE

EPOXY ANCHOR BOLT REPAIR

SCHEDULE (3000psi CONCRETE)

NOTES:

*SEE POST INSTALLED ANCHOR NOTES FOR

APPROVED ANCHORS.

1/2" ⌀ 4" MIN

5/8" ⌀ 18" MIN PER PEMB

3/4" ⌀ 18" MIN PER PEMB

7/8" ⌀ 18" MIN PER PEMB

1.0" ⌀ 18" MIN PER PEMB

1.25" ⌀ 18" MIN PER PEMB

6" A

FG

2'

-0 " M

IN

1'-2" MIN

CL

BARRIER/RETARDER

(2)#6 CONT T&B

#3 TIES @ 12" OC

#4@12"OC

18"

18"

PL

AN

FF

1/

2"

1 1/2"

HORIZ GIRT

(BY OTHERS)

EXT FINISH

(BY OTHERS)

LOWER TRACK

(BY OTHERS)

6" A

FG

2'

-0 " M

IN

1'-2" MIN

CL

BARRIER/RETARDER

(2)#6 CONT T&B

#3 TIES @ 12" OC

#4@12"OC

18"

18"

PL

AN

FF

6" A

FG

2'

-0 " M

IN

BARRIER/RETARDER

(2)#6 CONT T&B

#3 TIES @ 12" OC

#4@12"OC

18"

18"

PL

AN1

1/ 2"

PEMB COLUMN,

BASEPLATE, ANCHOR

ROD (BY OTHERS)

TOP REINF (PLAN)

BOTT REINF (PLAN)

1 1/2"

EXT FINISH

(BY OTHERS)

1'-2"

CL

(PLAN)

FF

(P

LA

N)

#3@12"OC

(2)#5 CONT

1' -6

" M

IN

1'-0" MIN

CL

FF

Scale

Project number

Date

Drawn by

Checked by

1113 STRUCTURAL ENGINEERS PLLC

705 NICHOLSON ST-HOUSTON, TX 77007

C: 713.530.4425 E: 1113se@comcast.net

FIRM REG#: F-14428

PU

ER

TO

R

IC

O

SA

N

J U

AN

BA

LC

O D

EF

EN

SE

PU

ER

TO

R

IC

O

B U

IL

D

IN

G

101123ISSUE: PROGRESS/REVIEW

3/4" = 1'-0"

/1

1/

:5 8:

P

M

S501

FOUNDATION

DETAILS

101123

KM

KM

3/4" = 1'-0"1 EXT FND BACKFILL

3/4" = 1'-0"2 FND CORNER BARS

3/4" = 1'-0"3 FND PENETRATION

3/4" = 1'-0"4 FND PIPE/CONDUIT ENTRY

3/4" = 1'-0"5 SLAB JOINT

3/4" = 1'-0"6 SLAB PENETRATION

3/4" = 1'-0"7 PEMB ANCHOR BOLT SCHEDULE

3/4" = 1'-0"8

EPOXY ANCHOR BOLT REPAIR

SCHEDULE

3/4" = 1'-0"9 EXT GR BM/LEDGE (PEMB)

3/4" = 1'-0"10 EXT GR BM

3/4" = 1'-0"11 EXT GR BM/LEDGE/PEMB COL

3/4" = 1'-0"12 INT SH BM/SOG

Prepared By:

Alex Menage 737 Charlotte Street Davenport,IA 52803 menagea@republicco.com D:563-322-6204

Proposal Name: RCE Quote 23251AH

Quote Name: RCE Quote 23251AH

Proposal Number: P-230905-3974289

Quote Number: Q-4374175

Through Addenda Number: 0

Sales Representative: Jonathan Clelland

Conditions of Sale

This Quotation is subject to Coordinated Project Terms. See https://www.se.com/us/en/download/document/0100PL0043/

Quoted price in currencies other than U.S. Dollars is per the annual Schneider Electric exchange guidance.

Quote is valid for 30 days. Quoted lead times are approximate and subject to change.

Schneider Electric reserves the right to amend, withdraw or otherwise alter this submission without penalty or charge as a result of any event beyond its control arising from or due to the current Covid-19 epidemic or events subsequent to this epidemic / pandemic including changes in laws, regulations, by laws or direction from a competent authority.

https://www.se.com/us/en/download/document/0100PL0043/

Proposal Name: RCE Quote 23251AH Quote Number: Q-4374175

Quote Name: RCE Quote 23251AH Quote Date:

Seq # Qty Product Description 1 1 Designation : PANEL A

Product Details:

1 - I-Line MB Panel (INTERIOR)-I-Line Panelboard

Consisting of 480Y/277V 3Ph 4W 60Hz SCCR: 65kA Fully Rated Single Main: 400AS/400AT/3P LJ Circuit Breaker 80% Rated Main Trip Function: LI Main Trip Unit: Standard Trip Unit Incoming Conductors: 1 - (2) 2/0 - 500 kcmil AL Ground Bar Bus: 400A Rated Copper: Tin Plated 36" of Mounting Inches Type 1,Box: 73H x 32W x 9.5D Incoming: Bottom Trim: Surface - Hinged Box Cat No: HC3273DB9 Front Cat No: HC3273TSHR Ref. Drawing: PBA471HR Type: HCJ Feeders:

1 - 30A/3P BJ

3 - 40A/3P BJ

2 - 100A/3P BJ

1 - 60A/3P BJ

Optional Features:

Standard Panel (Box Ahead),Standard Solid Neutral,Standard Ground Bar,Standard Mains and Feeders Mechanically Restrained Branch User Placement

1 - HC3273DB9-PNLBD ENCLOSURE I-LINE 32W 73H 9D

1 - HC3273TSHR-PNLBD COVER/TRIM ILINE T-1 S 32W73H HR

Estimated days to ship, excluding transit: 100 working days after customer release to manufacturer. See Conditions of Sale.

2 1 Designation : 45KVA 3PH XFRM

Product Details:

1 - EXN45T3H-Transformer Dry Type 45kvVA 480D208Y

Transformer Type: DOE 2016 EX or EXN Transformer Rating: 45kVA Transformer Phase: Three Phase Primary Voltage: 480V Delta Secondary Voltage: 208Y/120V Transformer Taps: 6 - 2.5% 2+4- Taps Frequency: 60Hz Transformer Winding Material: Aluminum Sound Level: 39DB Insulation & Temperature: Class 220 (H), 150 Deg C Enclosure Material: Standard Painted ANSI 49 Grey UL Labeled Primary Lug Kits: DASKP250 Secondary Lug Kits: DASKGS250

1 - DASKP250-DASKP250 LUG KIT

1 - DASKGS250-MECHANICAL LUG KITS

1 - 7400WMB18M19M20M-WALL MOUNTING BRACKET 18M-19M-20M

3 1 Designation : PANEL B

Product Details:

1 - NQ MB Panel (INTERIOR)-NQ Panelboard

Consisting of 208Y/120V 3Ph 4W 60Hz SCCR: 10kA Fully Rated Single Main: 125A/3P QB Circuit Breaker Incoming Conductors: 1 - #4 - 300 kcmil

Proposal Name: RCE Quote 23251AH Quote Number: Q-4374175

Quote Name: RCE Quote 23251AH Quote Date:

PRINTED : 10/11/2023 4:30 PM

AL Ground Bar Bus: 225A Rated Aluminum: Tin Plated 42 Circuit Interior Type 1,Box: 50H x 20W x 5.75D Incoming: Bottom Trim: Surface - Hinged Box Cat No: MH50 Front Cat No: NC50SHR Ref. Drawing: PBA707HR Feeders:

42 - 20A/1P QOB

Optional Features:

Standard Panel (Box Ahead),Standard Solid Neutral,Standard Ground Bar Branch User Placement

1 - MH50-PANELBOARD ENCLOSURE/BOX TYPE 1 50H 20W

1 - NC50SHR-PANELBOARD COVER/TRIM NF TYPE 1 S HR 50H

Estimated days to ship, excluding transit: 44 working days after customer release to manufacturer. See Conditions of Sale.

4 2 Designation : 100A DISC

Product Details:

2 - VHU363AWKGL-HDSS TYPE12 600V 100 AMP 3 POLE unFuse

Enclosure Type: Type 12 Fuse Capability: Non-fusible Max System Voltage: 600 Vac / 600 Vdc Switch Current Rating: 100A System Used: 3 Wire (3 Poles) Neutral Kit: SN0610 Electrical Interlock Kits: EIK1 Ground Lug: Include Processed by ACE 2.0 - 04172018

2 - EIK1-KIT ELECTRICAL INTERLOCK SWITCH

5 4 Designation : 60A DISC

Product Details:

4 - VHU362AWKGL-HDSS TYPE12 600V 60 AMP 3 POLE unFuse

Enclosure Type: Type 12 Fuse Capability: Non-fusible Max System Voltage: 600 Vac / 600 Vdc Switch Current Rating: 60A System Used: 3 Wire (3 Poles) Neutral Kit: SN0610 Electrical Interlock Kits: EIK1 Fuse Puller: Included Ground Lug: Include

4 - EIK1-KIT ELECTRICAL INTERLOCK SWITCH

6 1 Designation : 30A DISC

Product Details:

1 - VHU361AWKGL-HDSS TYPE12 600V 30 AMP 3 POLE unFuse

Enclosure Type: Type 12 Fuse Capability: Non-fusible Max System Voltage: 600 Vac / 600 Vdc Switch Current Rating: 30A System Used: 3 Wire (3 Poles) Neutral Kit: SN03 Ground Lug: Include

1 - SN03-NEUTRAL ASSY INSULATED GROUNDABLE CU/AL

PROJECT:

TYPE:

CATALOG #:

FIXTURE ORDERING INFORMATION EXAMPLE: BPW-BB-1-R-W-DG

Builder Series Series BPW

REV #: 09.21.02

Wet Location Polycarbonate Exit

ILLUMINATION

• Ultra bright, energy efficient LED emergency lighting.

• Long life, energy efficent Red or Green LED Exit sign illumination

ELECTRICAL

AC Operation

• Universal Input 120/277VAC

• Long life, maintenance-free, rechargeable NiCd battery.

• Remote capacity of 3.0 watts standard

• Fully automatic solid-state, two rate charger initiates battery charging to recharge a discharged battery in 24 hours.

DC Operation

• 24VDC for Central Storage Battery systems.

• 60VDC for POE or DC power distribution systems.

MOUNTING

• Polycarbonate mounting canopy included for top or end mount

• Universal knockout pattern on back plate for wall mount.

HOUSING

• Injection-molded, 5VA flame retardant, high-impact resistant, thermoplastic in white, gray, or black finish.

• Low-profile, universal Single/Double Face

• EZ snap-out Chevron directional indicators.

• Adjustable Down Light

OPTIONS

• Self-diagnostic feature performs monthly, biannual, and annual tests to ensure reliable operation and meet electrical and life safety codes

• Custom Lettering = Signs available with requested “special” wording

• DC Operation

WARRANTY/LISTING

• Meets UL924, NFPA 101 Life Safety Code, NEC, OSHA, Local and State Codes.

• UL Listed for damp locations (0°C – 50°C).

• Certified to CED under Title 20 Regulations

SERIES OPERATION # OF FACES LETTER

COLOR HOUSING COLOR OPTIONS

BPW

BB

NB

REC

120/277VAC with Battery AC only Central Battery

Single Double

R G

Red Green

W

B

G

White (with white faceplate) Black (with black faceplate) Gray (with white faceplate)

DG

TP

2C

CUSTOM

Self-Test Diagnostics1

Tamper Proof 48VDC input2

60VDC input2

Dual Circuit Operation3 Custom Wording

BPW

1BB models 2REC models

3Available only with NB units Special voltage & SALIDA face plate options available.

Contact Signtex for more information.

WETWET COLDCOLD

STANDARD: OPTIONAL:

SELF

DIAGNOSTICS

DUAL

CIRCUIT TAMPER

PROOF

Select Color

Select Color

Range in Use

Tony Behrends Rectangle

Tony Behrends Rectangle

Tony Behrends Rectangle

Tony Behrends Rectangle

Tony Behrends Rectangle

Tony Behrends Rectangle

Tony Behrends Arrow

Tony Behrends Rectangle

Catalog Number

Notes

Type

CONTRACTOR SELECT LHQM LED Page 1 of 2

LHQM LED

Quantum® LED Emergency Light/Exit Combo

The Lithonia Ligthing® LHQM LED Quantum® LED Exit-Unit Combo, is a combination of exit and emergency lighting. It's high quality design with high output dual lamp heads makes the LHQM LED ideal for safely illuminating the path of egress above-the-door while providing 90 minutes of emergency power. Available in red and green letters.

FEATURES:

¡ Test switch and status indicator

¡ UL indoor damp location 50°F to 104°F (10°C to 40°C) listed standard

¡ For use with dual voltage 120/277VAC, 60Hz

Contractor Select™

Catalog Number UPC Description Supply Voltage

Input Wattage Input Amps Pallet Qty

Carton Qty120 277 120 277

LHQM LED R M6 745976254438 LED Exit/Unit Combo Red letters, White 120/277, 60Hz 4.3W 4.3W .05 .03 144 6

LHQM LED R HO M6 745976254322 LED Exit/Unit Combo Red letters, White, with 3W of remote capacity 120/277, 60Hz 4.3W 4.3W .05 .03 144 6

LHQM LED G M6 745976253950 LED Exit/Unit Combo Green letters, White 120/277, 60Hz 4.3W 4.3W .05 .03 144 6

Accessories: Order as separate catalog number.

ELA WG3 Wireguard, 30” W x 13-1/2” H x 6” D 2

ELA LQMUS12 12” white stem kit 3

ERE W SGL SQ M12 Single, LED indoor remote head, square, ivory white, .75W, 3.6V-12V voltage sensing 1

ERE GY SGL WP SQ M12 Single, LED weather-proof remote head, square, gray, 1W, 3.6V-12V voltage sensing 1

NOTES

1. Only compatible with HO option. When operating ERE SQ T remotes off of HO battery, temperature range of LHQM LED is limited to 68°-104°F (20°-40°C), with a 48-hour battery recharge time. See spec sheet ERE.

2. See spec sheet ELA-WG.

3. See spec sheet ELA-Stemkits.

† Exit Signs Certified in the CA Title 20 Appliance Efficiency Database.

https://www.acuitybrands.com/products/detail/832782/lithonia-lighting/ere-emergency-remote-light-head/lithonia-lightingr-led-emergency-remote-light-head https://img.acuitybrands.com/public-assets/catalog/48281/ela-wg.pdf?abl_version=02%2f15%2f2021+18:33:07&DOC_Type=SPEC_SHEET https://www.acuitybrands.com/products/detail/999379/lithonia-lighting/contractor-select-lhqm-led/quantumr-led-exit-unit-combo adamh

One Lithonia Way, Conyers, GA 30012 | 800-705-SERV (7378) | techsupport-emergency@acuitybrands.com | www.lithonia.com © 2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 08/08/23 Page 2 of 2

CONTRACTOR SELECT LHQM LED

INTENDED USE:

Suitable for applications requiring both exit sign and unit equipment. Attractive, 8" tall, streamlined design is great for above-the-door applications and other tight fits. Optional high-output version with remote lamps are ideal for emergency egress lighting.

CONSTRUCTION:

Engineering-grade thermoplastic housing is impact-resistant, scratch-resistant and corrosion-proof. UL94V-O flame rating. UV-stable resin resists discoloration from natural and man-made light sources. Rugged unibody housing snaps together with no additional fasteners. Faceplate and back cover are interchangeable on housing. Positive snap-fit tabs hold faceplate securely, yet are easily removable for lamp compartment access. Universal, directional chevron inserts are easily removed and reinserted.

OPTICS:

The typical life of the LED is 10 years. One, 1.5W white LED per lamp head.

ELECTRICAL:

Dual-voltage 120/277, 60hz standard.

Bi-color LED status indicator for battery condition. (Green-normal, Red-check battery).

Three watts of remote capacity with the LHQM LED R HO M6.

BATTERY: 9.6V maintenance-free, rechargeable, nickel-cadmium.

INSTALLATION:

Universal mounting canopy for top or end mount. Back mount standard for single face only.

Mounting pattern on canopy (top and side mount) and back plate (back mount) fits most standard size junction boxes.

LISTINGS:

UL Listed. Meets all applicable requirements for UL 924, NFPA 101 (current Life Safety Code), NFPA 70 (NEC) and OSHA. Meets all applicable FCC Title 47, Part 15, Subpart B requirements.

UL damp location 50°F to 104°F (10°C to 40°C) listed.

WARRANTY:

5-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at:

www.acuitybrands.com/support/warranty/terms-and-conditions

Note: Actual performance may differ as a result of end-user environment and application.

All values are design or typical values, measured under laboratory conditions at 25 °C.

Specifications subject to change without notice.

Specifications Dimensions

All dimensions are inches (centimeters) unless otherwise indicated.

Maximum Spacing Guidelines - LHQM LED1

Mounting Height

Illumination Level

Single Luminaire Multiple Luminaires Application

Notes3' Path of Egress

6' Path of Egress

3' Path of Egress

6' Path of Egress

7.5' 1FC Avg 24' 18' 25' 20'

100' Corridor 8' wide, and 9' high with 80/50/20 reflectances

Notes:

1. Also meets the additional illumination requirements of NFPA 101: 1FC minimum and max/min ratio of 40:1.

Spacing guidelines

19-1/4 (48.9)

(30.5)

(20.3)

Test switch/ pilot light

24'

3'

1 FC average

18'

1 FC average

6'

1 FC average

25'

3' 6'

20'

1 FC average

Example of single LHQM LED exit illuminating a 3' path of egress

Example of single LHQM LED exit illuminating a 6' path of egress

Example of multiple LHQM LED exits illuminating a 3' path of egress

Example of multiple LHQM LED exits illuminating a 6' path of egress mailto:techsupport-emergency@acuitybrands.com http://www.lithonia.com https://www.acuitybrands.com/support/warranty/terms-and-conditions

Catalog Number

Notes

Type

CONTRACTOR SELECT WPX SERIES LED Page 1 of 2

WPX LED

Wall packs

The WPX LED wall packs are energy-efficient, cost-effective, and aesthetically appealing full-cut off solution for both new construction and HID wall pack replacement/renovation opportunities. Reliable IP66 construction and excellent LED lumen maintenance ensure a long service life.

FEATURES:

¡ Architectural design at very economical prices

¡ Energy efficient - payback in less than two years

¡ Wide range of configuration options available

Luminaire CCT Lumens Input Watts Photocell Finish Voltage Catalog Number CI Code UPC Pallet qty.

Replaces

Up To

WPX0

SWW2

3000K/ 4000K/ 5000K

850 - 1,650 6.4-13W Switchable On/Off

DARK

BRONZE 120-277V WPX0 LED ALO SWW2 MVOLT PE DDBXD M2 *276U4U 196182511806 280 70W Metal

Halide

WPX1 4000K 2,900 24W N/A DARK

BRONZE 120-277V WPX1 LED P2 40K MVOLT DDBXD M4 *265SWK 193048870589 160 150W Metal

Halide

WPX2

4000K 6,000 47W N/A DARK

BRONZE 120-277V WPX2 LED 40K MVOLT DDBXD M2 *265SX3 193048870756 120 250W Metal

Halide

5000K 6,000 47W N/A DARK

BRONZE 120-277V WPX2 LED 50K MVOLT DDBXD M2 *265SX6 193048870770 120 250W Metal

Halide

More configurations are available. Click here or visit www.acuitybrands.com and search for WPX LED.

Contractor Select™

Note : WPX3 lumen package and all the WPX configuration options are not included in the Contractor Select program. For more information, please visit WPX LED.

https://www.acuitybrands.com/search#q=ofl&t=Products http://www.acuitybrands.com https://lithonia.acuitybrands.com/products/family/wpx https://lithonia.acuitybrands.com/products/family/wpx adamh Text Box

WPX1 LED P2 40K MVOLT E14WC DDBXD WALL PK W BBU

One Lithonia Way, Conyers, GA 30012 | 1-800-705-7378 | www.lithonia.com © 2020-2023 Acuity Brands Lighting, Inc. All rights reserved. Rev. 08/09/23 Page 2 of 2

CONTRACTOR SELECT WPX SERIES LED

INTENDED USE:

The WPX LED wall packs are designed to provide a cost-effective, energy-efficient solution for the one-for-one replacement of existing HID wall packs. The WPX0, WPX1, WPX2 and WPX3 are ideal for replacing up to 70W, 150W, 250W, and 400W HID luminaires respectively. WPX luminaires deliver a uniform, wide distribution. WPX is rated for -40ºC to 40ºC.

CONSTRUCTION:

WPX feature a die-cast aluminum main body with optimal thermal management that both enhances LED efficacy and extends component life. The luminaires are IP66 rated, and sealed against moisture or environmental contaminants.

ELECTRICAL:

Light engine(s) configurations consist of high-efficacy LEDs with a min LED lumen maintenance of L86/100,000 hours. Color temperature (CCT) options of 3000K, 4000K and 5000K with minimum CRI of 70 (80 for WPX0). Electronic drivers ensure system power factor >90% and THD <20%. All luminaires have 6kV surge protection (Note: WPX1 LED P1 package and WPX0 comes with a standard surge protection rating of 2.5kV).

Note: The standard WPX LED wall pack luminaires come with field-adjustable drive current feature. This feature allows tuning the output current of the LED drivers to adjust the lumen output (to dim the luminaire).

INSTALLATION:

WPX can be mounted directly over a standard electrical junction box. A port on the back surface allows poke-through conduit wiring on surfaces that don't have an electrical junction box. WPX1, WPX2 and WPX3 come with three 1/2 inch conduit ports on three sides that allow for surface conduit wiring. Wiring can be made in the integral wiring compartment in all cases. WPX is only recommended for installations with LEDs facing downwards.

LISTINGS:

CSA Certified to meet U.S. and Canadian standards. Suitable for wet locations. IP66 Rated.

DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified.

WARRANTY:

5-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/ warranty/terms-and-conditions

Note: Actual performance may differ as a result of end-user environment and application.

All values are design or typical values, measured under laboratory conditions at 25°C.

Specifications subject to change without notice.

Specifications Dimensions

All dimensions are inches (centimeters) unless otherwise indicated.

Front View Side View w D u L ----

:::c:

B

Luminaire Height (H) Width (W) Depth (D) Side Conduit Location

Weight A B

WPX0 5.75”

(14.6 cm)

5.5” (14.0 cm)

2” (5.1 cm) N/A N/A 2.5 lbs

(1.1kg)

WPX1 8.1”

(20.6 cm)

11.1” (28.3 cm)

3.2” (8.1 cm)

4.0” (10.3 cm)

0.6” (1.6 cm)

6.1 lbs (2.8kg)

WPX2 9.1”

(23.1 cm)

12.3” (31.1 cm)

4.1” (10.5 cm)

4.5” (11.5 cm)

0.7” (1.7 cm)

8.2 lbs (3.7kg)

WPX3 9.5”

(24.1 cm)

13.0” (33.0 cm)

5.5” (13.7 cm)

4.7” (12.0 cm)

0.7” (1.7 cm)

11.0 lbs (5.0kg) http://www.lithonia.com https://www.designlights.org/QPL

FEATURES & SPECIFICATIONS

INTENDED USE — The CLX is a linear lighting solution that is available in multiple lengths, lumen packages and distributions. Designed for versatility, the CLX can address virtually any indoor lighting need. The CLX is also offered in standard and high efficacy configurations and capable of being continuous row mounted or installed as a stand-alone fixture. Ideal for uplight and downlight in commercial, retail, manufacturing, warehouse, and display applications. Certain airborne contaminants can diminish the integrity of acrylic and/or polycarbonate. Click here for Acrylic-Polycarbonate Compatibility table for suitable uses.

CONSTRUCTION — Channel and cover are formed from code-gauge cold-rolled steel. Housing and lens endcaps are injection molded plastic to provide a more architectural look and feel. The endcaps come standard with a 7/8" knock out for continuous mounting but can be ordered without.

Finish: Paint options include high-gloss, baked white polyester (WH), galvanized (GALV), matte black (MB) and smoke gray (SKGY). Five-stage iron phosphate pre-treatment ensures superior paint adhesion and rust resistance.

OPTICS — Offered with acrylic lens and less lens configurations. Provides a choice of optical distributions including, wide, narrow, and aisle.

Models with wide diffuse lens provide up to 12% uplight. Please check the IES file for specific uplight value.

ELECTRICAL — Utilizes high-output LEDs integrated on a two-layer circuit board, ensuring cool-running operation. Optional internal pluggable wiring harness for reduced labor cost in row mounting applications. (See PLR_ ordering information on page 7.) Electronic LED driver is multi-volt input and 0-10V dimming standard (see Operational Data on page 6 for actual wattage consumption). This fixture is designed to withstand a maximum line surge of 2.5kV at 0.75kA combination wave for indoor locations, for applications requiring higher level of protection additional surge protection must be provided.

L70>100,000 hours at 25˚C.

LEDs provide nominal 80 CRI or 90 CRI at 3000 K, 3500 K,4000 K, or 5000 K.

Lumen output up to 2,500 lumens per foot.

INSTALLATION — Fixture may be ceiling or wall mounted (with or without THCLX hanger or angle mounted with CLXANGBRT), pendant or stem mounted with appropriate mounting options.

WARNING — Removing the lens and opening the fixture during installation exposes the LEDs, putting them at risk for damage.

If you plan to surface mount the fixture, we recommend using the THCLX. This eliminates the need to open the fixture.

If you plan to continuous row mount, we recommend using the PLR wiring harness option. This eliminates the need to open the fixture.

Damage to the LEDs caused during installation will not be covered under the warranty.

LISTINGS — CSA certified to US and Canadian safety standards. For use in damp locations between -4°F (-20°C) and 104°F (40°C). Optional High Ambient (HA) ranging to 122°F(50°C) available on certain lumen packages (See ambient temperature chart for additional information).

DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified.

BUY AMERICAN ACT— Product with the BAA option is assembled in the USA and meets the Buy America(n) government procurement requirements under FAR, DFARS and DOT regulations. Please refer to www.

acuitybrands.com/buy-american for additional information.

WARRANTY — 5-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed.

Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application.

All values are design or typical values, measured under laboratory conditions at 25 °C.

Specifications subject to change without notice.

LED Linear

CLX

24", 36", 48" and

96" Lengths

Catalog Number

Notes

Type

COMMERCIAL INDOOR CLX

Stock configurations are offered for shorter lead times:

Stock Part Number UPC

CLX L48 3000LM SEF FDL MVOLT GZ10 40K 80CRI WH 00191723525816

CLX L48 3000LM SEF FDL MVOLT GZ10 50K 80CRI WH 00191723525885

CLX L48 5000LM SEF FDL MVOLT GZ10 40K 80CRI WH 00191723525939

CLX L48 5000LM SEF FDL MVOLT GZ10 50K 80CRI WH 00191723525908

CLX L96 6000LM SEF FDL MVOLT GZ10 40K 80CRI WH 00191723525861

CLX L96 6000LM SEF FDL MVOLT GZ10 50K 80CRI WH 00191723525915

CLX L96 10000LM SEF FDL MVOLT GZ10 40K 80CRI WH 00191723525922

CLX L96 10000LM SEF FDL MVOLT GZ10 50K 80CRI WH 00191723525830

CLX L48 3000LM SEF RDL MVOLT GZ10 40K 80CRI WH 00191723525960

CLX L48 3000LM SEF RDL MVOLT GZ10 50K 80CRI WH 00191723525892

CLX L48 5000LM SEF RDL MVOLT GZ10 40K 80CRI WH 00191723525854

CLX L48 5000LM SEF RDL MVOLT GZ10 50K 80CRI WH 00191723525946

CLX L96 6000LM SEF RDL MVOLT GZ10 40K 80CRI WH 00191723525878

CLX L96 6000LM SEF RDL MVOLT GZ10 50K 80CRI WH 00191723525823

CLX L96 10000LM SEF RDL MVOLT GZ10 40K 80CRI WH 00191723525953

CLX L96 10000LM SEF RDL MVOLT GZ10 50K 80CRI WH 00191723525847

Flat Diffuse Lens

Round Diffuse Lens

Wide Diffuse Lens

CLX with Reflector

Items marked by a shaded background qualify for the Design Select program and ship in 15 days or less. To learn more about Design Select, visit www.acuitybrands.com/designselect.

*See ordering tree for details

Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and out-of-the-box control compatibility with simple commissioning when used with Acuity Brands controls products.

All configurations of this luminaire are calibrated and tested to meet the Acuity Brands' specifications for chromatic consistency – including color rendering, color fidelity, and color temperature tolerance around standard CIE chromaticity coordinates.

To learn more about Acuity A+ standards, specifications, and testing visit www.acuitybrands.com/aplus.

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http://www.acuitybrandslighting.com/library/ll/documents/specsheets/acrylic-polycarbonate-compatibility.pdf http://www.designlights.org/QPL https://www.acuitybrands.com/resources/buy-american https://www.acuitybrands.com/resources/buy-american http://www.acuitybrands.com/support/warranty/terms-and-conditions https://www.acuitybrands.com/-/media/abl/acuitybrands/files/resources/customer-tools/lighting-design-resources/ab-ugr-faq.pdf?forceBehavior=open https://www.acuitybrands.com/resources/buy-american http://www.acuitybrands.com/designselect http://www.acuitybrands.com/aplus adamh Text Box

CLX L96 10000LM SEF

RDL MVOLT EZ1 40K 80CRI MB

adamh Text Box

MAIN AREA AND OFFICES

CLX LED Linear

CLX

COMMERCIAL INDOOR: One Lithonia Way, Conyers, GA 30012 Phone: 800-705-SERV (7378) techsupport-commercialindoor@acuitybrands.com www.lithonia.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Rev. 09/14/23

ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative. Example: CLX L48 5000LM SEF WDL MVOLT GZ10 40K 80CRI WH

Series Length Nominal lumens Performance package Louver Lens

CLX LED linear L24 24"

L36 36"

L48 48"

L96 96"

1500LM 1,500 lumens 2000LM 2,000 lumens 2500LM 2,500 lumens 3500LM 3,500 lumens 4500LM 4,500 lumens 5000LM 5,000 lumens 2250LM 2,250 lumens 3000LM 3,000 lumens 3750LM 3,750 lumens 5250LM 5,250 lumens 6750LM 6,750 lumens 7500LM 7,500 lumens 3000LM 3,000 lumens 4000LM 4,000 lumens 5000LM 5,000 lumens 7000LM 7,000 lumens 9000LM 9,000 lumens 10000LM 10,000 lumens 6000LM 6,000 lumens 8000LM 8,000 lumens 10000LM 10,000 lumens 14000LM 14,000 lumens 18000LM 18,000 lumens 20000LM 20,000 lumens

SEF Standard efficiency ‡ HEF Premium efficiency ‡

(Blank) Less louver SBLW Straight blade louver, white ‡ SBLMB Straight blade louver, matte black ‡ SBLGV Straight blade louver, galvanized ‡ SBLSKGY Straight blade louver, smoke gray ‡

L/Lens Less lens FDL Flat diffuse ‡ RDL Round diffuse ‡ WDL Wide diffuse ‡

Distribution Voltage Driver ‡ Glare Reflector Color temperature Coloring rendering index

(Blank) General ND Narrow ‡ WD Wide ‡ AD2 Aisle, 24° off center ‡

MVOLT 120-277V ‡

120 120V 208 208V ‡ 240 240V ‡

277 277V 347 347V ‡ 480 480V ‡

GZ1 Generic 0-10V, dims to 1% ‡ GZ10 Generic 0-10V, dims to 10% ‡ EZ1 eldoLED 0-10V, dims to 1% ‡

(blank) No reflectors LUGR Reflectors for additional glare reduction ‡

30K 3000 K 35K 3500 K 40K 4000 K 50K 5000 K

80CRI 80 CRI

90CRI 90 CRI

Options Finish

PS1050 Emergency battery pack, 10W, CA Title 20 Noncompliant ‡

E10WLCP Emergency battery pack, 10W Linear Constant Power, Certified in CA Title 20

MAEDBS ‡

BGTD Generator transfer device, not available with PS1050 ‡

OCS 5', 18/3 Reloc selectable One Pass cable

(fixture will bear dry location label) ‡ HA High ambient, for use in ambient temperatures up to 50°C ‡ EPNKO Decorative endplate, no knock out ‡ OUTCTR Wiring leads pulled through back center of fixture ‡ OUTEND Wiring leads pulled through end of fixture ‡ Cord Sets: ‡

CS1W 6' Staight blade plug, 120V ‡ CS3W NEMA twist-lock plug, 120V ‡ CS7W Staight blade plug, 277V ‡ CS11W NEMA twist-lock plug, 277V ‡ CS25W NEMA twist-lock plug, 347V ‡ CS97W NEMA twist-lock plug, 480V ‡ CS93W 600V SEOOW white cord, no plug (no voltage required) CS6WG16STOWD5D 6' white cord, 16/5, no plug, includes low voltage dimming wires (no voltage required) ‡

PLR__ Plug-in wiring, see page 14 for ordering information

PLR1G Plug-in wiring, single circuit, Ground PLR1LVG Plug-in wiring, single circuit, low-voltage dimming, Ground ‡ RRL__ RELOC®-ready luminaire. See page 14 for ordering information SPD Surge protection device, provides up to

6kV protection ‡ BAA Buy America(n) Act Compliant nLight® Wireless:

NLTAIR2 RES7…