· spandrel beam deflections. ... design, fabrication, and erection of the building cladding: a....

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English + AssociatesArchitects, Inc

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PROJECT NAME:

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OTHER APPROVALS

REVIEWED FOR SCOPE CONTENT

GENERAL SERVICES DEPARTMENT

SHEET NAME:

SHEET NO:

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DATE:

PROJECT NO.:

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ISSUE LOG

NO. DATE DESCRIPTION

DEPUTY ASSISTANT DIRECTOR

SENIOR PROJECT MANAGER

WATER ENGINEERING

WASTEWATER ENGINEERING

STORMWATER ENGINEERING

TRAFFIC AND TRANSPORTATION

STREET, BRIDGE, & ROW ENGINEERING

PLANNING & DEVELOPMENT

CONSULTANT:

CITY

OF HOU

STON

TE X A

S

TEXAS ENGINEERING AND MAPPING CO.12810 CENTURY DRIVESTAFFORD TX 77477(281)491-2525 T CIVIL ENGINEER

HENDERSON + ROGERS, INC.2603 AUGUSTA DR., STE 800HOUSTON TX 77057(713)430-5801 T STRUCTURAL ENG.

CMTA CONSULTING ENGINEERS, INC.1610 WOODSTEAD COURT, STE 105THE WOODLANDS TX 77380(281) 419-9899 T MEP ENGINEER

ASAKURA ROBINSON COMPANY LLC1902 WASHINGTON AVENUE, STE AHOUSTON TX 77007(713) 337-5830 T LANDSCAPE ARCH.

107333

BINIAM O. CHEBREAB

TBPE Firm Registration No. 8755

02/10/17

Structural Engineers, LLC

Henderson Rogers

11/9

/201

7 11

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S001

GENERAL NOTES

FIRESTATION #55

02.10.2017

11402 CULLEN BLVDHOUSTON, TX. 77054

CITY OF HOUSTONGENERAL SERVICES

DEPARTMENT

WBS NO. C-000206-001-3-01-01

15007.01

RR

BM

A. SAWN FRAMING LUMBER SHALL COMPLY W/ THE LATEST EDITION OF THE GRADING RULESOF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBERINSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED W/ THE GRADE MARK OF ANAPPROVED LUMBER GRADING AGENCY. SAWN LUMBER SHALL HAVE THE FOLLOWING MINGRADE (UNO).

SIZE SPECIES & GRADE 2x4 STUDS, BLOCKING TOP PLATES DOUGLAS FIR LARCH OR SYP, NO. 2

2x6 STUDS, BLOCKING, TOP PLATES DOUGLAS FIR LARCH OR SYP, NO. 2 2x8 STUDS, BLOCKING, TOP PLATES DOUGLAS FIR LARCH OR SYP, NO. 2

B. GLUE-LAMINATED BEAMS (GLB) SHALL BE DOUGLAS FIR OR SOUTHERN YELLOW PINECOMBINATION 30F-E2 AT SIMPLE SPAN BEAMS AND 30F-E2AT CANTILEVERED AND MULTI-SPAN BEAMS, UNO,AND SHALL HAVE THE FOLLOWING MIN PROPERTIES:

Fb =3,000 PSI Fv = 240 PSI Fc (PERPENDICULAR) = 650 PSI E = 1,800,000 PSI

FABRICATION AND HANDLING SHALL CONFORM W/ THE LATEST AITC AND ASTM STANDARDS. BEAMS SHALL BE MANUFACTURED W/ 2000' RADIUS MIN CAMBER UNLESS CAMBERIS SPECIFICALLY NOTED ON THE DRAWINGS.ALL LAMINATIONS SHALL BE 1 1/2" MIN THICK.MOISTURE CONTENT AT TIME OF GLUED LAMINATED TIMBER FABRICATION SHALL NOT EXCEED16%. ALL GLUE LAM BEAMS WITH DEPTH OF 27" AND ABOVE SHALL BE 24F-1.8E WITH MINIMUMFLEXURAL STRENGTH OF 2400 PSI AND MODULUS , E OF 1,800 KSI.

C. ALL ORIENTED STRAND BOARD (OSB) SHALL BE PERFORMANCE RATED BY THE AMERICANPLYWOOD ASSOCIATION (APA). RATED SHEATHING SHALL COMPLY W/ I.C.C. REPORT NO.NER-108, EXPOSURE 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. APA-RATEDPLYWOOD AND OSB MAY BE USED INTERCHANGEABLY. PLYWOOD SHALL BE FIVE-PLYSHEATHING CONFORMING TO APA-THE ENGINEERED WOOD ASSOCIATION. GRAINPERPENDICULAR TO SUPPORTS.PLYWOOD MAY BE ORIENTED PER SHEARWALL SCHEDULE.PROVIDE BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALL SHEATHING SHALLCONFORM TO THE FOLLOWING NOMINAL THICKNESS, SPAN RATING AND NAILING PATTERN UN0:

THICKNESS GRADE/MATERIALS USE SPAN RATING EDGE NAILING FIELD NAILING 19/32" OSB WALL 40/20 10d AT 6" O.C. 10d AT 12"O.C. STRUCUTRAL 1

D. SOLE PLATES RESTING ON CONCRETE OR MASONRY SHALL BE TREATED DOUGLAS FIR.ALL END CUTS MUST BE FIELD TREATED. SOLE PLATES SHALL BE ANCHORED TO THEFOUNDATION AS NOTED IN THE ANCHOR BOLT SECTION.

E. ALL NAILS, EXCEPT 16d, SHALL BE COMMON WIRE NAILS UNO. 16d NAILS MAY BE SINKERSOR BOX UNO ON PLANS OR SCHEDULES. NAILS SHALL BE DRIVEN SO THAT HEADS AREFLUSH WITH WOOD SURFACE. OVER OR UNDER DRIVEN NAILS WILL NOT BEACCEPTABLE.MISC NAILING SHALL BE PER IBC TABLE 2304.9.1 NAILING SCHEDULE.

NAIL SIZE SHANK DIA LENGTH 16d 0.135" MIN 3-1/2"

10d 0.148" 3" 8d 0.131" 2-1/2"

10d PLYWOOD NAIL 0.148" 2-3/8"

F. DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD-BEARING STUDS W/OUT PRIORAPPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. DOUBLE UP FLOORJOISTS AND BLOCKING UNDER WALLS THAT RUN PARALLEL TO THE JOISTS. PROVIDE 2"(NOMINAL) SOLID BLOCKING BETWEEN JOISTS AT SUPPORTS.JOIST HANGERS AND OTHERMISCELLANEOUS FRAMING ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON COMPANYOR EQUIVALENT WITH CURRENT I.C.C. APPROVAL.

G ALL BOLTS SHALL BE INSTALLED IN HOLES BORED W/ A BIT 1/16 INCH LARGER THAN THEDIAMETER OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT STEELWASHERS UNDER HEADS AND NUTS.DING THREADS TO PREVENT LOOSENING. LAG BOLT SHALLBE INSTALLED IN PRE-DRILLED HOLES BY TURNING WITH A WRENCH.

H. WHERE BRIDGING INTERFERES W/ MECH OR OTHER INSTALLATIONS, REMOVE BRIDGINGAFTER DECK IS IN PLACE AND REPLACE W/ ADDITIONAL MFR SUPPLIED HORIZ STRUT BRACINGAT TOP AND BOTTOM CHORDS.

I. R-SIPS PANELS SHALL HAVE MINIMUM (2)- 2X8 SYP NO2 PLATES TO BEAR ON, UNLESS NOTEDOTHER WISE ON SECTIONS OR DETAILS

J. FRAMING ANCHORS, HANGERS AND OTHER MISC HARDWARE SPECIFIED ON PLANS SHALLBE AS MANUFACTURED BY SIMPSON STRONG-TIE CO., INC., OR EQUIVALENT W/ CURRENTI.C.C. APPROVAL.

K. WHERE METAL CONNECTORS, ANCHORS, FASTENERS, ETC. ARE INSTALLED IN OR EXPOSEDTO POTENTIALLY CORROSIVE ENVIRONMENTS OR MATERIALS. (I.E. PRESSURE TREATEDWOOD, FIRE RETARDANTS, DISSIMILAR METALS, ETC.), APPROPRIATE MEASURES SHALL BETAKEN (I.E. USE OF CORROSIVE RESISTANT METAL, PROPER APPLICATION OF ADEQUATEPROTECTIVE COATING, ETC.) IN ORDER TO PROTECT THE HARDWARE AGAINST DAMAGE THATMAY ADVERSELY AFFECT ITS LOAD CARRYING CAPACITY. REFER TO MFR FOR SPECIFICAPPLICATION, LIMITATIONS, OR ADDITIONAL REQUIREMENTS. FASTENERS IN PRESERVATIVE-TREATED WOOD SHALL COMPLY WITH IBC 2304.9.5

L. LUMBER SHALL BE IN DRY CONDITION AND THE MOISTURE CONTENT SHALL NOT EXCEED 19%.

PART VI - WOOD

PART I - DESIGN CRITERIA

A. GENERAL BUILDING CODE

1. THE CONSTRUCTION DOCUMENTS ARE BASED ON THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2012.

B. DEAD LOADS

1. REFER TO SHEET S-002 "WIND PRESSURE DIAGRAM AND DESIGN LOADS PLANS" FOR DESIGN LOADS USED FOR THIS PROJECT.

C. LIVE LOADS

1. REFER TO SHEET S-002 "WIND PRESSURE DIAGRAM AND DESIGN LOADS PLANS" FOR DESIGN LOADS USED FOR THIS PROJECT.

D. WIND LOADS1. WIND PRESSURES ARE BASED ON THE PROVISIONS OF THE AMERICAN SOCIETY OF CIVIL

ENGINEERS, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-10 AND THE FOLLOWING CRITERIA:a. ULTIMATE DESIGN WIND SPEED (VULT): 150 MPH (3 SECOND GUST)b. BUILDING RISK CATEGORY: IVc. WIND EXPOSURE CATEGORY: cd. INTERNAL PRESSURE COEFFICIENT (GCPI): [+0.18/-0.18]

2. WIND PRESSURE USED IN THE DESIGN OF THE CLADDING ARE SHOWN ON THE STRUCTURAL DRAWINGS, SHEET S-002

E. FUTURE EXPANSION

1. NO PROVISIONS FOR ANY FUTURE EXPANSIONS HAVE BEEN MADE IN THE STRUCTURAL DESIGN.

I. BUILDING MOVEMENT AND DEFLECTIONS

1. THE BUILDING MOVEMENT SPECIFIED HEREIN IS ANTICIPATED TO OCCUR AND SHOULD BE CONSIDERED BY THE CONTRACTOR IN THE PERFORMANCE OF THE WORK.

2. SPANDREL BEAM DEFLECTIONS. THE FOLLOWING PROVISION SHOULD BE MADE FOR SUPERIMPOSED LOAD DEFLECTION OF ONE FLOOR RELATIVE TO AN ADJACENT FLOOR IN THE

DESIGN, FABRICATION, AND ERECTION OF THE BUILDING CLADDING:a. TYPICAL SPANDREL BEAM: 3/8”

SUPERIMPOSED LOAD DEFLECTION IS DEFINED AS ALL DEFLECTION ANTICIPATED TO OCCUR AFTER THE CLADDING HAS BEEN ERECTED. THE RELATIVE DEFLECTION ABOVE DOES NOT INCLUDE THE FLOOR DEFLECTION CAUSED BY THE WEIGHT OF THE CLADDING ITSELF OR THEDEAD LOAD DEFLECTION OF THE FLOOR FRAMING ITSELF, NOR DOES IT INCLUDE ANY ALLOWANCE FOR FABRICATION OR ERECTION TOLERANCES.

3. FLOOR DEFLECTIONS: THE FOLLOWING PROVISION FOR SUPERIMPOSED LOAD DEFLECTIONS SHALL BE MADE IN THE DESIGN, FABRICATION, AND INSTALLATION OF ALL PARTITIONS, GLASSWALLS, AND OTHER ELEMENTS SUPPORTED BY AND ATTACHED TO THE STRUCTURE:

a. TYPICAL FLOOR MEMBERS: SPAN/360 BUT NOT LESS THAN 3/8”b. TYPICAL ROOF MEMBERS: SPAN/360 BUT NOT LESS THAN 3/8”

4. LATERAL FRAME WIND DEFLECTION (DRIFT): THE FOLLOWING PROVISION FOR LATERAL FRAME DEFLECTION IN THE PLANE OF THE WALL OF ONE FLOOR RELATIVE TO AN ADJACENT FLOOR SHALL BE MADE IN THE DESIGN, FABRICATION AND INSTALLATION OF THE BUILDING CLADDING:a. TYPICAL FLOOR TO FLOOR: FLOOR HEIGHT/400 THE DEFLECTIONS LISTED ABOVE ARE

BASED ON WIND LOADS WITH A 10-YEAR MEAN RECURRENCE INTERVAL.J. RESTRAINED CONSTRUCTION CLASSIFICATION

1. IN ACCORDANCE WITH ASTM E 119, ALL FLOOR CONSTRUCTION IS CLASSIFIED AS RESTRAINED CONSTRUCTION.

K. HANDRAILS AND GUARDS

1. THE HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED FOR 50 PLF OR A CONCENTRATED LOAD OF 200 POUNDS AT ANY POINT APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. THESE LOADS NEED NOT BE ASSUMED TO ACT CONCURRENTLY.

PART II - FOUNDATION

A. GEOTECHNICAL REPORT

1. AVILES ENGINEERING CORPORATION GEO TECH REPORT,

REPORT NO-G123-16 DATED AUGUST 2016 PREPARED FOR CITY OFHOUSTON GENERAL SERVICE DEPARTMENT -FIRE STATION #55LOCATED ON 11402 CULLEN BLVD, HOUSTON TX 77054.

2. THE GEOTECHNICAL REPORT IS AVAILABLE TO THE GENERAL CONTRACTOR UPON REQUEST TO THE OWNER. THE INFORMATION INCLUDED THEREIN MAY BE USED BY THE GENERAL CONTRACTOR FOR HIS GENERAL INFORMATION ONLY. THE ARCHITECT AND ENGINEER WILL NOT BE RESPONSIBLE FOR THE ACCURACY OR APPLICABILITY OF SUCH DATA THEREIN.

3. FOUNDATIONS SYSTEMa. RESISDENTIAL, OFFICE & ETC AREA TO BE ON SLAB ON COMPACTED GRADE WITH

DRILLED PIER SUPPORTING THE ROOF AND WALL STRUCTURE DRILLED SOIL BEARING CAPACITY DRILLED PIERS DESIGN SHALL BE 2000 PSF FOR SUSTAINED AND 3000 PSF FOR TOTAL LOADING.

b. APPARATUS/ VEHICLE BAY AREA TO BE ON HEAVY DUTY SLAB (MAT FOUNDATION ) ON 7.2 FTO 8 FT LIME STABILIZED COMPACTED SOIL DESIGNED FOR ALLOWABLE BEARING CAPACITY OF 1400 PSF FOR SUSTAINED LOADING AND 2100 PSF FOR TOTAL LOADING. PER THE REPORTMODULUS OF SUBGRADE FOR HEAVY DUTY SLAB OF 100 PCI IS RECOMMENDED.

4. GRADE BEAMS:a. GRADE BEAM SIDE FORMS. BOTH SIDES OF ALL GRADE BEAMS SHALL BE

FORMED FOR FULL BEAM DEPTH.b. GRADE BEAM SIDES. EXCEPT AS NOTED ON THE DRAWINGS, NON-EXPOSED

GRADE BEAM SIDES MAY BE EARTH FORMED.c. BAR SUPPORTS FOR GRADE BEAM CAGES. GRADE BEAM BOTTOM STEEL SHALL

BE CHAIRED AT 5’-0" MAXIMUM CENTERS USING BEAM BOLSTERS PROVIDING 3" BOTTOM COVER TO REINFORCING STEEL. BEAM BOLSTERS USED SHALL BE DESIGNEDAND MANUFACTURED FOR SUPPORT ON SOIL.

B. CONSTRUCTION DEWATERING

1. THE CONTRACTOR SHALL DETERMINE THE EXTENT OF CONSTRUCTION DEWATERING REQUIRED FOR THE EXCAVATION. THE CONTRACTOR SHALL SUBMIT TO THE GEOTECHNICAL ENGINEER FOR REVIEW THE PROPOSED PLAN FOR CONSTRUCTION DEWATERING, PRIOR TO BEGINNING THE EXCAVATION.

C. SUBGRADE PREPARATION:

SUBGRADE PREPARATION SHOULD EXTEND A MINIMUM OF 5 FEET BEYOND THE FLOOR SLABPERIMETER. A MINIMUM OF 6 INCHES OF SURFACE SOILS, EXISTING VEGETATION, TREES, ROOTS,AND OTHER DELETERIOUS MATERIALS SHALL BE REMOVED AND WASTED. THE EXCAVATION DEPTHSHOULD BE INCREASED WHEN INSPECTION INDICATES THE PRESENCE OF ORGANICS ORDELETERIOUS MATERIALS TO GREATER DEPTHS. AFTER SURFACE STRIPPING, AN ADDITIONAL 4.5FEET [DOWN TO AN ELEVATION 35.0 FEET ABOVE MSL, I.E. TOTAL DEPTH OF 5 FEET, WHICH INCLUDESTHE 6 INCHES OF SURFACE REMOVAL) OF EXISTING SOILS AT THE GROUND SURFACE SHOULD BEREMOVED. AFTER THE OVERBURDEN IS EXCAVATED, THE EXPOSED SUB GRADE SHOULD BEPROOF-ROLLED PER THE GEO TECH REPORT.PER THE GEO-TECH REPORT, THE EXISTING SOILSEXCAVATED FROM THE SITE SHOULD BE PROPERLY STABILIZED WITH A MINIMUM OF 8 PERCENTHYDRATED LIME (BY DRY WEIGHT AND THEN SHOULD BE RE-USED AS " SELECT" FILL IN LIEU OF ANDIMPORTED SELECT FILL.

PART III - REINFORCED CONCRETE

A. CLASSES OF CONCRETE

1. ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE “CLASSES OF CONCRETE MATRIX” ON SHEET S-300 UNLESS NOTED OTHERWISE ON THE DRAWINGS.

B. HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS

1. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN ANY CONCRETE POURS UNLESS SHOWN ON THE DRAWINGS. THE ARCHITECT/ENGINEER SHALL APPROVE ALL DEVIATIONS OR ADDITIONAL JOINTS IN WRITING.

C. REINFORCING STEEL

1. ALL REINFORCING STEEL SHALL BE ASTM A 615 GRADE 60 UNLESS NOTED OTHERWISEON THE DRAWINGS OR IN THESE NOTES.

2. REINFORCING STEEL: PROVIDE REINFORCING STEEL CONFORMING TO ASTM A 706 FORALL REINFORCING STEEL REQUIRED TO BE WELDED AND WHERE NOTED ON THE DRAWINGS.a. FIELD WELDING TO BE DONE BY WELDERS CERTIFIED BY THE LADBS FOR

REINFORCING STEEL. CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED.

b. SHOP WELDS MUST BE PERFORMED IN AN LADBS-LICENSED FABRICATION SHOP.3. EPOXY-COATED REINFORCING STEEL: PROVIDE EPOXY-COATED REINFORCING STEEL

ACCORDING TO ASTM A 775 WHERE NOTED ON THE DRAWINGS.REINFORCING STEEL FOR COOLING TOWER CONCRETE BASINS SHALL BE EPOXY-COATED.

PART V - STRUCTURAL STEEL (CONTINUED)

A. SCOPE

1. REFER TO ARCHITECT’S DRAWINGS FOR THE EXTENT OF MASONRY WALLS.NON-LOADBEARING WALLS MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS.

2. REINFORCED CONCRETE MASONRY SHALL BE USED AS LOAD BEARINGPERIMETER WALLS FOR STANDALONE CONCESSIONS AND RESTROOM BUILDINGS, AND ELSEWHERE INDICATED ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS.SEE ARCHITECTURAL WALL SECTIONS.

3. PROVIDE ONE-COURSE HORIZONTAL BOND BEAM REINFORCE WITH 1-#5CONTINUOUS AT EVERY FLOOR LEVEL, ROOF LEVEL, AND PARAPET, MINIMUM.

4. RE ARCH FOR LOACTION OF POLISHED MASONRY WALLS.

B. CONCRETE MASONRY UNITS.

1. CONCRETE STRENGTH OF MASONRY UNITS (BASED ON NET AREA) SHALLBE 1,900 PSI MINIMUM.

2. UNITS SHALL CONFORM TO ASTM C 55 OR ASTM C 90 AND SAMPLEDIN ACCORDANCE WITH ASTM C 140.

C. MORTAR

1. USE ONLY PORTLAND CEMENT/LIME, TYPE M OR S, MORTAR CONFORMINGTO ASTM C 270. PROVIDE AN AVERAGE COMPRESSIVE STRENGTH AT 28 DAYSOF 1,800 PSI MINIMUM.

D. GROUT

1. MIX DESIGNS:A. FOR FILLING SPACES 4” OR LARGER IN BOTH HORIZONTAL DIRECTIONS,

USE “COARSE GROUT” WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000PSI. THE GROUT SHALL BE TESTED IN ACCORDANCE WITH ASTM C1019.FOR FILLING SPACES LESS THAN 4” IN ONE OR BOTH HORIZONTAL DIRECTIONS,USE “FINE GROUT” PROPORTIONED PER ASTM C 476.

B. USE 3,000 PSI NORMALWEIGHT CONCRETE FOR FILLING SPACES10” AND LARGER IN BOTH DIRECTIONS. THE GROUT SHALL BE TESTED INACCORDANCE WITH ASTM C 1019.

C. ALL GROUT MIX DESIGN SUBMITTALS SHALL INCLUDE THE RESULTS OFTHE TESTS PERFORMED IN ACCORDANCE WITH ASTM C 1019.

D. SLUMP RANGE AT POINT OF FINAL DISCHARGE: 8” TO 11”.E. THE USE OF AIR ENTRAINING ADMIXTURES IS NOT ALLOWED.

PART IV - CONCRETE MASONRY

A. MATERIAL

1. HOT ROLLED STRUCTURAL MEMBERS: ALL HOT ROLLED STEEL PLATES, SHAPES, SHEET PILING, AND BARS SHALL BE NEW STEEL CONFORMING TO ASTM SPECIFICATIONA 6.

2. ASTM SPECIFICATION AND GRADE: CLEARLY MARK THE GRADE OF STEEL ON EACH PIECE, WITH A DISTINGUISHING MARK VISIBLE FROM FLOOR SURFACES, FOR THE PURPOSE OF FIELD INSPECTION OF PROPER GRADE OF STEEL. UNLESS NOTEDOTHERWISE ON THE DRAWINGS, STRUCTURAL STEEL SHALL BE AS FOLLOWS:a. W- AND WT-SHAPES: ASTM A 992b. M- AND S-SHAPES: ASTM A 36c. C-SHAPES: ASTM A 36d. L-SHAPES: ASTM A 36e. HSS: ASTM A 500, GRADE B (FY=46 KSI)f. BASE PLATES: ALL BASE PLATES SHALL CONFORM TO ASTM A 36 UNLESS NOTED

OTHERWISE ON THE DRAWINGS.g. EDGE ANGLES, BENT PLATES, ANGLE HANGERS, AND ANGLE KICKERS: ASTM A 36.h. CONNECTION MATERIAL:

1) BEAM COLUMN CONTINUITY PLATES AND DOUBLER PLATES: ASTM A 572, GRADE 50.

2) ALL CONNECTION MATERIAL, EXCEPT AS NOTED OTHERWISE HEREIN OR ONTHE DRAWINGS, INCLUDING BEARING PLATES, GUSSET PLATES, STIFFENERPLATES, FILLER PLATES, ANGLES, ETC. SHALL CONFORM TO ASTM A 36 UNLESS A HIGHER GRADE OF STEEL IS REQUIRED BY STRENGTH AND PROVIDED THE RESULTING SIZES ARE COMPATIBLE WITH THE CONNECTEDMEMBERS.aa. OTHER STEEL: ANY OTHER STEEL NOT INDICATED OTHERWISE SHALL

CONFORM TO ASTM A 992 OR ASTM A 572, GRADE 50, EXCEPT PLATESAND ANGLES THAT SHALL BE ASTM A 36.

B. CONNECTIONS

1. CONNECTION DETAILS NOT COMPLETELY DETAILED ON THE DRAWINGS INCLUDING MATERIAL GRADE AND SIZES, WELD SIZES, AND NUMBER OF BOLTS SHALL BE DESIGNEDBY THE CONTRACTOR PER THE SPECIFICATIONS. CONCEPTUAL CONNECTION DETAILSWITH THE REQUIRED MEMBER DESIGN FORCES ARE SHOWN ON THE DRAWINGS AND ARE APPLICABLE TO ALL CONNECTIONS NOT DESIGNED AND FULLY DETAILED ON THE DRAWINGS. THE CONCEPTUAL DETAILS ARE PROVIDED ONLY TO INDICATE THE CONNECTION TYPE REQUIRED AND MAY NOT FULLY REPRESENT THE COMPLEXITY OF THE CONNECTION AS REQUIRED BY THE FINAL CONNECTION DESIGN FOR THE FORCESTHEY MUST RESIST. ADDITIONAL CONNECTION ELEMENTS MAY NOT BE SPECIFICALLY SHOWN IN THE CONCEPTUAL DETAILS BUT MAY BE REQUIRED BY THE FINAL CONNECTION DESIGN, SUCH AS STIFFENER PLATES, DOUBLER PLATES, SUPPLEMENT/ REINFORCING PLATES OR OTHER CONNECTION MATERIAL. THE FABRICATOR IS RESPONSIBLE FOR ENGAGING THE SERVICES OF A CONNECTION SPECIALTY ENGINEERTO PREPARE A FINAL CONNECTION DESIGN FOR SUBMISSION THAT MEETS THE REQUIREMENTS OF THE CONCEPTUAL CONNECTION DETAILS AND RESISTS THE INDICATED DESIGN FORCES.

2. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.3. REACTIONS NOTED ON THE PLANS ARE BASED ON FACTORED LOADS AND ARE

INTENDED FOR USE WITH THE LOAD AND RESISTANCE FACTOR DESIGN METHOD.

A. MATERIAL

1. HOT ROLLED STRUCTURAL MEMBERS: ALL HOT ROLLED STEEL PLATES, SHAPES, SHEETPILING, AND BARS SHALL BE NEW STEEL CONFORMING TO ASTM SPECIFICATION A 6.

2. ASTM SPECIFICATION AND GRADE: CLEARLY MARK THE GRADE OF STEEL ON EACH PIECE,WITH A DISTINGUISHING MARK VISIBLE FROM FLOOR SURFACES, FOR THE PURPOSE OF FIELD INSPECTION OF PROPER GRADE OF STEEL. UNLESS NOTED OTHERWISE ON THE DRAWINGS, STRUCTURAL STEEL SHALL BE AS FOLLOWS:a. W- AND WT-SHAPES: ASTM A 992b. M- AND S-SHAPES: ASTM A 36c. C-SHAPES: ASTM A 36d. L-SHAPES: ASTM A 36e. HSS: ASTM A 500, GRADE B (FY=46 KSI)f. BASE PLATES: ALL BASE PLATES SHALL CONFORM TO ASTM A 36 UNLESS NOTED

OTHERWISE ON THE DRAWINGS.g. EDGE ANGLES, BENT PLATES, ANGLE HANGERS, AND ANGLE KICKERS: ASTM A 36.h. CONNECTION MATERIAL:

1) BEAM COLUMN CONTINUITY PLATES AND DOUBLER PLATES: ASTM A 572, GRADE 50.

2) ALL CONNECTION MATERIAL, EXCEPT AS NOTED OTHERWISE HEREIN OR ONTHE DRAWINGS, INCLUDING BEARING PLATES, GUSSET PLATES, STIFFENERPLATES, FILLER PLATES, ANGLES, ETC. SHALL CONFORM TO ASTM A 36 UNLESS A HIGHER GRADE OF STEEL IS REQUIRED BY STRENGTH AND PROVIDED THE RESULTING SIZES ARE COMPATIBLE WITH THE CONNECTEDMEMBERS.aa. OTHER STEEL: ANY OTHER STEEL NOT INDICATED OTHERWISE SHALL

CONFORM TO ASTM A 992 OR ASTM A 572, GRADE 50, EXCEPT PLATESAND ANGLES THAT SHALL BE ASTM A 36.

4. DEFORMED BAR ANCHORS: AWS D1.1 TYPE C (TABLE 7.1) STUDS MANUFACTURED IN CONFORMANCE WITH SPECIFICATION ASTM A 496 WITH A MINIMUM YIELD STRENGTH 70,000 PSI. REINFORCING BARS SHALL NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS.

5. HEADED STUD ANCHORS FOR EMBEDDED PLATES: AWS D1.1 TYPE A STUDS MANUFACTURED IN CONFORMANCE WITH SPECIFICATION ASTM A 29 WITH A MINIMUMYIELD STRENGTH OF 61,000 PSI.

6. SMOOTH WELDED WIRE REINFORCEMENT: ASTM A 185, YIELD STRENGTH 65,000 PSI.

D. PLACEMENT OF WELDED WIRE REINFORCEMENT

1. WHEREVER WELDED WIRE REINFORCEMENT IS SPECIFIED AS REINFORCEMENT, IT SHALL BE CONTINUOUS ACROSS THE ENTIRE CONCRETE SURFACE AND NOT INTERRUPTED BY BEAMS OR GIRDERS AND PROPERLY LAPPED PER ACI 318, 12.18 AND 12.19.

E. REINFORCEMENT IN TOPPING SLABS

1. PROVIDE MINIMUM REINFORCEMENT AS NOTED BELOW IN ALL TOPPING SLABS UNLESSSPECIFIED OTHERWISE ON THE DRAWINGS.a. WELDED SMOOTH WIRE REINFORCEMENT 6X6-W2.9XW2.9.b. BLENDED MICRO AND MACRO SYNTHETIC FIBERS AT 5.0 POUNDS PER CUBIC

YARD OF CONCRETE.c. BLENDED MICRO SYNTHETIC FIBERS AND STEEL FIBERS AT 24 POUNDS PER

CUBIC YARD OF CONCRETE.d. MACRO SYNTHETIC FIBERS AT 4.0 POUNDS PER CUBIC YARD OF CONCRETE.\

F. REINFORCEMENT IN HOUSEKEEPING PADS

1. PROVIDE MINIMUM REINFORCEMENT AS NOTED BELOW IN ALL HOUSEKEEPING PADS SUPPORTING MECHANICAL EQUIPMENT UNLESS SPECIFIED OTHERWISE ON THE

DRAWINGS.A. WELDED SMOOTH WIRE REINFORCEMENT 6X6-W2.9XW2.9.B. BLENDED MICRO AND MACRO SYNTHETIC FIBERS AT 5.0 POUNDS PER CUBIC

YARD OF CONCRETE.C. BLENDED MICRO SYNTHETIC FIBERS AND STEEL FIBERS AT 24 POUNDS PER

CUBIC YARD OF CONCRETE.

G. REINFORCING STEEL COVERAGE

1. REINFORCING STEEL COVERAGE SHOULD CONFORM TO THE REQUIREMENTS SPECIFIED IN DETAILS LABELED “TYPICAL CLEAR CONCRETE COVER” ON SHEET S-300 UNLESS NOTED OTHERWISE ON THE DRAWINGS. COVER SPECIFIED SHALL BE CONSIDERED MINIMUMS THAT MAY REQUIRE INCREASING WHERE REINFORCING STEEL INTERSECTS FOR DIFFERENT MEMBER TYPES. COVER IN STRUCTURAL MEMBERS NOT SPECIFIED IN THE DETAILS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. THE REINFORCING STEEL DETAILER SHALL ADJUST REINFORCING STEEL CAGE SIZES AT INTERSECTING STRUCTURAL MEMBERS AS REQUIRED TO ALLOW CLEARANCE FOR INTERSECTING REINFORCING BAR LAYERS WITH MINIMUM SPECIFIED COVER.

I. SPLICES AND HOOKS IN REINFORCING STEEL1. SPLICE LOCATION AND TYPE AND HOOKS FOR UNSCHEDULED BEAMS, SLABS AND

WALLS:A. BEAMS AND SLABS. UNSCHEDULED BEAMS AND SLABS, INCLUDING GRADE

BEAMS, SHALL HAVE CONTINUOUS TOP BARS LAPPED AT MIDSPAN BETWEEN SUPPORTS WITH A CLASS A TENSION SPLICE. BOTTOM BARS SHALL BE LAPPEDAT THE SUPPORTS WITH A CLASS A TENSION SPLICE. ALL BEAM BARS SHALL BE HOOKED AT DISCONTINUOUS END, UNLESS NOTED OTHERWISE.

B. BASEMENT WALLS. VERTICAL BARS PLACED ON THE DIRT FACE SIDE SHALL BELAPPED AT MIDSPAN BETWEEN SUPPORTS WITH A CLASS B TENSION SPLICE. VERTICAL BARS PLACED OPPOSITE THE DIRT FACE SIDE SHALL BE LAPPED AT THE SUPPORTS WITH A CLASS B TENSION SPLICE. HORIZONTAL BARS SHALL HAVE A CLASS B TENSION SPLICE.

E. MINIMUM REINFORCEMENT FOR CONCRETE MASONRY UNITS

1. PROVIDE VERTICAL REINFORCEMENT IN CELLS OF CONCRETE MASONRYUNITS (FULLY EMBEDDED IN GROUT) AS SHOWN ON THE PLANS AND OTHER DETAILS.MINIMUM REINFORCEMENT OF INTERIOR MASONRY SHALL BE AS FOLLOWS:A. 1-#5 AT A MAXIMUM SPACING OF 48 INCHESB. 1-#5 AT EACH CORNERC. 1-#5 AT EACH SIDE OF OPENINGS UP TO 12 FEET WIDED. 2-#5 OR 1-#7 AT BOTH SIDES OF OPENINGS OVER 12 FEET WIDEE. HEAVIER REINFORCEMENT MAY BE REQUIRED BY PLAN NOTES OR

DETAILS IN THE DRAWINGS.

2. PROVIDE HORIZONTAL REINFORCEMENT IN BED JOINTS EVERY OTHERCOURSE (MAXIMUM 16” SPACING) IN TYPICAL WALLS AND IN EVERY COURSE(MAXIMUM 8” SPACING) IN PARAPETS AND CANTILEVERED WALLS.

3. TERMINATION OF REINFORCING STEEL:A. ALL VERTICAL REINFORCEMENT SHALL HAVE STANDARD HOOK INTO

BOND BEAM. TERMINATE AT HIGHEST BOND BEAM IF MASONRY DOES NOTEXTEND TO ROOF OR GROUTED CELL IS NOT CONTINUOUS TO ROOF. HOOK SHALL EXTEND TO THE UPPERMOST HORIZONTAL REINFORCEMENT OF THE BONDBEAM AND HAVE A MINIMUM EMBEDMENT OF 6”.

B. ALL HORIZONTAL REINFORCEMENT AT ENDS OF BOND BEAMS SHALLHAVE STANDARD HOOK INTO VERTICAL GROUTED CELL. PROVIDE CORNER BARSSUCH THAT HORIZONTAL REINFORCEMENT IS CONTINUOUS AROUND CORNERS.

F. REINFORCING STEEL COVERAGE

1. COVER TO REINFORCING STEEL WITHIN MASONRY ELEMENTS SHALL NOT BELESS THAN THE FOLLOWING:A. EXPOSED TO EARTH OR WEATHER: 2” (#6 AND LARGER BARS), 1.5”

(#5 AND SMALLER BARS).B. NOT EXPOSED TO EARTH OR WEATHER: 1.5”C. LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY

EMBEDDED IN MORTAR OR GROUT WITH A MINIMUM COVER OF 5/8” WHENEXPOSED TO EARTH AND WEATHER AND 1/2" WHEN NOT EXPOSED TOEARTH OR WEATHER.

G. STABILITY AND BRACING OF MASONRY WALLS DURINGCONSTRUCTION

1. ALL MASONRY WALLS SHOWN ON THE ARCHITECTURAL AND STRUCTURALDRAWINGS HAVE BEEN DESIGNED TO RESIST THE REQUIRED CODE VERTICAL ANDLATERAL FORCES APPLIED TO THEM IN THE FINAL CONSTRUCTED CONFIGURATION ONLY ASSUMING FULL BRACING TOP, BOTTOM, AND/OR SIDE OF WALL AS SHOWN. IT ISTHE RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY AND ADEQUATELY BRACE ALL MASONRY WALLS AT ALL STAGES DURING CONSTRUCTION TO RESIST ERECTION LOADS AND LATERAL LOADS THAT COULD POSSIBLY BE APPLIED PRIOR TO COMPLETION OF CONSTRUCTION.

PART IV - CONCRETE MASONRY (CONTINUED)

PART V - STRUCTURAL STEEL

B. CONNECTIONS

1. CONNECTION DETAILS NOT COMPLETELY DETAILED ON THE DRAWINGS INCLUDING MATERIAL GRADE AND SIZES, WELD SIZES, AND NUMBER OF BOLTS SHALL BE DESIGNED BY THE CONTRACTOR PER THE SPECIFICATIONS. CONCEPTUAL CONNECTIONDETAILS WITH THE REQUIRED MEMBER DESIGN FORCES ARE SHOWN ON THE DRAWINGS AND ARE APPLICABLE TO ALL CONNECTIONS NOT DESIGNED AND FULLY DETAILED ON THE DRAWINGS. THE CONCEPTUAL DETAILS ARE PROVIDED ONLY TO INDICATE THE CONNECTION TYPE REQUIRED AND MAY NOT FULLY REPRESENT THE COMPLEXITY OF THE CONNECTION AS REQUIRED BY THE FINAL CONNECTION DESIGN FOR THE FORCES THEY MUST RESIST. ADDITIONAL CONNECTION ELEMENTS MAY NOT BE SPECIFICALLY SHOWN IN THE CONCEPTUAL DETAILS BUT MAY BE REQUIRED BY THE FINAL CONNECTION DESIGN, SUCH AS STIFFENER PLATES, DOUBLER PLATES, SUPPLEMENT/ REINFORCING PLATES OR OTHER CONNECTION MATERIAL. THE FABRICATOR IS RESPONSIBLE FOR ENGAGING THE SERVICES OF A CONNECTION SPECIALTY ENGINEER TO PREPARE A FINAL CONNECTION DESIGN FOR SUBMISSION THAT MEETS THE REQUIREMENTS OF THE CONCEPTUAL CONNECTION DETAILS AND RESISTS THE INDICATED DESIGN FORCES.

2. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.3. REACTIONS NOTED ON THE PLANS ARE BASED ON FACTORED LOADS AND ARE

NTENDED FOR USE WITH THE LOAD AND RESISTANCE FACTOR DESIGN METHOD.

C. STRUCTURAL BOLTS AND THREADED FASTENERS

1. A 325 BOLTS: ALL BOLTS IN STRUCTURAL CONNECTIONS SHALL CONFORM TO ASTM A 325 TYPE 1, UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

2. A 490 BOLTS: SEE DRAWINGS FOR LOCATIONS REQUIRING ASTM A 490 TYPE 1 BOLTS.3. THREADED ROUND STOCK: THREADED RODS SHALL CONFORM TO:

a. ASTM A 36.D. WELDING

1. UNLESS NOTED OTHERWISE, ELECTRODES FOR WELDING SHALL CONFORM TO E70XX (SMAW), F7XX-EXXX (SAW), ER70S-X (GMAW), OR E7XT-X (FCAW).

E. ANCHOR RODS

1. UNLESS INDICATED OTHERWISE IN THE COLUMN SCHEDULE OR ON THE DRAWINGS, ANCHOR RODS SHALL CONFORM TO ASTM F 1554 GRADE 55 (WITH SUPPLEMENTARY REQUIREMENT S1) AND THE SIZE SHALL BE 3/4" DIAMETER AND SHALL EMBED INTO THE CONCRETE FOUNDATION A DISTANCE OF 1’-0" WITH A HEAVY HEX NUT AT THE EMBEDDEDEND. STRIKE BOLT THREADS AT THE EMBEDDED END AT TWO PLACES BELOW THE NUT.

F. GROUT

1. GROUT BELOW STRUCTURAL STEEL BASE PLATES SHALL BE NON-METALLIC, NON-SHRINK GROUT WITH A MINIMUM STRENGTH OF 6,000 PSI WHEN BEARING ON 3,000 PSI CONCRETE OR LESS, A STRENGTH OF 8,000 PSI WHEN BEARING ON CONCRETE BETWEEN 3,000 AND 4,000 PSI, AND, UNLESS NOTED OTHERWISE ON THE DRAWINGS, A STRENGTH OF 8,000 PSI WHEN BEARING ON CONCRETE GREATER THAN 4,000 PSI.

01.09.17 PERMIT & CONSTRUCTION

02.10.17 PERMIT REVISIONS 1

03.30.17 ISSUE FOR BID

1 11/08/2017 ADDENDUM #5

1

2

A

5" THICK SLAB ON COMPACTEDSELECT FILL WITH #4@12" OC EA WAY,TOP WITH 15MIL VAPOR BARRIER

E

2.9

A.5A.2

4.2

9

S310

9

S310

2

S310

9

S310

9

S310

9

S310

9

S310

9

S310

2.7

2

S310

20/60(-2'-8")

26/52(-2'-8")

24/48(-2'-8")

26/52(-2'-8")

24/48(-2'-8")

26/52(-2'-8")

26/52(-2'-8")

24/48(-2'-8")

24/48(-2'-8")

24/48(-2'-8")

26/52(-2'-8")

28/56(-2'-8")

26/52(-2'-8")

26/52(-2'-8")

26/52(-2'-8")

26/52(-2'-8")

26/52(-2'-8")

26/52(-2'-8")

26/52(-2'-8")

24/48(-2'-8")

26/52(-2'-8")

28/56(-2'-8")

28/56(-2'-8")

26/52(-2'-8")

20/60(-2'-8")

24/48(-2'-8")

2

S310

2

S310

2

S310

2

S310

1

S310

3xS PIPE3xS PIPE

3xS PIPE

134'-4"

72

'-0

7/8

"

3

S310

3

S310

1.5

C F.2D F.3F

1

4

5

17

'-4

"4

'-6

3/8

"

8 1

/4"

6'-5

3/4

"4

'-1

0 7

/8"

2 1

/8"

5'-1

0 7

/8"

2'-9

1/4

"

4 7

/8"

8'-0

3/4

"1

'-5

1/4

"3

'-5

1/8

"1

5'-1

1 3

/8"

5'-8 5/8" 7'-6 1/2" 3'-10 3/8" 10'-9 7/8" 8'-9 3/8" 14'-0 3/4" 23'-10" 12'-8 3/8" 10'-2 1/8" 2'-7 15/16" 2'-4 9/16" 14'-11 1/2"

28/56(-2'-8")

28/56(-2'-8")

24/48(-2'-8")

24/48(-2'-8")

26/52(-2'-8")

26/52(-2'-8")

TOP OF SLAB

0'-0"

24/48(-2'-8")

A.6 B.5

0.8

SW

1S

W1

SW

1

SW1

SW

2

SW

2

SW1

SW

1S

W1

SW1

SW1SP1HD1

SP1HD1

SP1HD1

SP1HD1

SP1HD1

SP1HD1

SP1HD1

SP1HD1

SP2HD2

SP1HD1

SP1HD1

SP2HD2

SP2HD2

SP1HD1

SP2HD2

SP2HD2

SP2HD2

SP2HD2

SP2HD2

16'-10"

7'-2

"6

'-4

"1

0 5

/8"

6'-2

"5

'-2

3/8

"

20'-4" 10 1/2"

7 7

/8"

10

5/8

"2

'-1

0 7

/8"

5'-0 13/16" 12'-1 3/8"

13'-11 1/2" 13'-11 1/2"

3.9

9

S310

9

S310

26/52(-2'-8")

3

24/48(-2'-8")

24/48(-2'-8")

11'-11" 6'-6 9/16"

9

S310

24/48(-2'-8")

24/48(-2'-8")

26/52(-2'-8")

24/48(-2'-8")

26/52(-2'-8")

26/52(-2'-8")

CMU-W4

6'-0

"

B.1

26/52(-2'-8")

26/52(-2'-8")

EQ EQ

1.1

1.9

4

S311

4

S311

SW

2S

W2

SW

2

SP2HD2

SP2HD2

SP2HD2

SP2HD2

SP1HD1

SP1HD1

3xS PIPE

3xS PIPEHSS6x6x1/4TYP, UNO

HSS6x6x3/8

HSS6x6x3/8

3xS PIPE

3xS PIPE

HSS6x6x3/8

HSS6x6x3/8 HSS6x6x3/8

HSS6x6x3/8 HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

6

S311

SIM

6

S311

1

FOUNDATION PLAN NOTES:

1. REFER TO SHEET S102 FOR PLAN NOTES

WOOD SHEAR WALL SCHEDULE

SW1 - SHEAR WALL WITH 1/2" PLY WOOD STRUCT I - ONE SIDESW2 - SHEAR WALL WITH 1/2" PLY WOOD STRUCT I - BOTH SIDES

INDICATES SHEAR WALLSW1

T

F

ES

A

RO

P

S

EOI NAL

D

GN

EI

LC

S

ESN

E

I

NE

R

EET

TO F

X

AS

1 2 3 4 5

A

B

C

D



A

B

C

D

PROJECT NAME:

SEAL:

ARCHITECT:

OTHER APPROVALS



SHEET NAME:

SHEET NO:

1 2 3 4 5

DATE:

PROJECT NO.:

SCALE:

DRAWN BY:

CHECKED BY:

ISSUE LOG




WATER ENGINEERING






CONSULTANT:

CITY

OF HOU

STON

TE X A

S





107333

BINIAM O. CHEBREAB


02/10/17


Henderson Rogers

11/9

/201

7 11

:43:

16 A

M

As indicated

S101

FOUNDATION PLANAREA A

FIRESTATION #55

02.10.2017



DEPARTMENT

WBS NO. C-000206-001-3-01-01

15007.01

RR

BM

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



1 11/08/2017 ADDENDUM #5

FX

FX

UPUP UPUP UPUP

WD

DS

DS

DS

DS

DSDSDS

DS

FX

FX

UPUP UPUP UPUP

WD

DS

DS

DS

DS

DSDSDS

DS

SLOPE

REF ARCH

SLOPE

REF ARCH

SLOPE

REF ARCH

SLOPE

REF ARCH

SLOPE

REF ARCH

SLOPE

REF ARCH

SLOPE

REF ARCH

SLOPE

REF ARCH

SLOPE

REF ARCH

SLOPE

REF ARCH

SL

OP

E

RE

F A

RC

H

SL

OP

E

RE

F A

RC

H

SL

OP

E

RE

F A

RC

H

SL

OP

E

RE

F A

RC

H

SL

OP

E

RE

F A

RC

H

SL

OP

E

RE

F A

RC

H

SL

OP

E

RE

F A

RC

H

SL

OP

E

RE

F A

RC

H

SL

OP

E

RE

F A

RC

H

SL

OP

E

RE

F A

RC

H

5

7

8

9

10

11

B

C

F

5

6

789101112131415161718192021

22

23

24

23' - 4" 46' - 8"

22

' - 6

"1

6' -

2"

16

' - 4

"1

6' -

4"

16

' - 1

0"

D18ARC34A C34A C34A

C34N

70' - 1"

45' - 1" 12' - 0"

M28N

M28NM28N

3' -

2"

D16AR

6

D E

A8

A8

7 13/32"

7 23/32"

A

F.2 F.3

A

5" THICK SLAB ON COMPACTEDSELECT FILL WITH #4@12" OCEA WAY, TOP

MIN 10" THICK SLAB ON COMPACTEDSELECT FILL PER GEO TECH REPORTWITH #5@12" OC EACH WAY, TOPAND BOTTOM USE 15MILL VAPORBARRIER. REF : ARCH DRAWINGSFOR FLOOR DRAIN SLOPES

A.5

A.2

5

S310

5

S310

3

S310

5

S310

8

S310

5

S310

36/72(-3'-4")

36/72(-3'-4")

36/72(-3'-4")

36/72(-3'-4")

36/72(-3'-4")

36/72(-3'-4")

36/72(-3'-4")

36/72(-3'-4")

36/72(-3'-4")

36/72(-3'-4")

26/52(-2'-8")

26/52(-2'-8") 36/72

(-2'-8")

26/52(-2'-8")

26/52(-2'-8")

26/52(-2'-8")36/72

(-2'-8")

32/64(-2'-8")

32/64(-2'-8")

32/64(-2'-8")

20/60(-2'-8")36/72

(-2'-8")

W8x40TYP, UNO

32/64(-2'-8")

3

S310

3

S310

B

B

D F.3F

F

6

5

7

8

9

10

11

86'-1 3/8"

5'-7

5/8

"1

6'-10

"1

6'-2

1/2

"1

6'-4

"1

6'-4

"1

6'-10

"1

5'-2

7/8

"

10

3'-5

"

8

S310

TOP OF SLAB

0'-0"

TOP OF SLAB

0'-0"

1'-6

"

10 3/4"

11 3/4"

14'-2" 47'-2 3/8" 22'-10 1/2" 2'-0 1/2" 3'-0"

15'-10" 70'-0 7/8" 2 1/2"

8'-0 1

1/1

6"

4'-0

"

3'-0" 18'-0 13/16"

17'-6 1/8" 17'-6 1/4" 17'-6 1/4" 17'-6 1/4"

17'-6 1/8" 17'-6 1/4" 17'-6 1/4" 17'-6 1/4"

EQ EQ EQ 13'-11 1/2" 13'-11 1/2"

3 5

/8"

HSS16x8x3/8

5

7

8

9

10

11

B

C

F

5

6

789101112131415161718192021

22

23

24

23' - 4" 46' - 8"

22

' - 6

"1

6' -

2"

16

' - 4

"1

6' -

4"

16

' - 1

0"

D18ARC34A C34A C34A

C34N

70' - 1"

45' - 1" 12' - 0"

M28N

M28NM28N

3' -

2"

D16AR

6

D E

A8

A8

7 13/32"

7 23/32"

A

F.2 F.3

4

S310

4

S310

4

S310

TRENCH,REF ARCH

6"

TY

P

32/64(-2'-8")

36/72(-3'-4") 36/72

(-3'-4")

32/64(-2'-8")

CM

U-W

1C

MU

-W1

CM

U-W

1C

MU

-W1

CM

U-W

1

CM

U-W

1C

MU

-W1

CM

U-W

1C

MU

-W1

CM

U-W

1

CMU-W4

16/32(-3'-4")

16/32(-3'-4")

16/32(-3'-4")

16/32(-2'-8")

16/32(-2'-8")

7'-1

1 1

/2"

CMU-W4

CM

U-W

2

CM

U-W

3

CMU-W3

CM

U-W

3

CM

U-W

3

CM

U-W

2

EQ EQ EQ EQ

12

S310

1

S310

1

S310

1

S310

2

S310

1

S310

1

S310

3

S310

1

S311

2

S311

SIM

10

S310

3

S311

3

S311

3

S311

10

S310SIM

SIM

11

S310

5'-0" 11 7/16"

2'-0 1/2" 5"

5'-0" 11 7/16"

2'-0 1/2" 5"

5'-0" 11 7/16"

2'-0 1/2" 5"

2'-0 1/2"

5'-0" 11 7/16"

5"

5'-0" 11 7/16"

2'-4

"2

'-4

"2

'-4

"2

'-4

"3

'-0

"3

'-0

"

5'-0" 11 7/16"

TYP

0'-9"

5

S311

16"Ø(-3'-4")

16"Ø(-3'-4")

16"Ø(-3'-4")

16"Ø(-3'-4")

16"Ø(-3'-4")

16"Ø(-3'-4")

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4

SEE PLANNOTE #14, TYP

HSS6x6x1/4 HSS6x6x1/4 HSS6x6x1/4

MECH PAD,REF MECH

7

S310

EQ EQ EQ EQ

CONTROL JOINTSTYPICAL

CONTROL JOINTSTYPICAL

F.1

F.1

9

S414

HSS 6x4x1/4OVERHEAD DOOR POSTS(TYPICAL)

TY

P1

'-10

"

TYP1'-2 7/16"

SEE DETAILS,7/S310, 6/S411 & 7/S411 FORJAMB TO CMU CONNECTIONDETAILS - (TYPICAL)

SEE DETAILS,7/S310, 6/S411 & 7/S411 FORJAMB TO CMU CONNECTIONDETAILS - (TYPICAL)

TYP1'-2 7/16"

HSS 6x4x1/4OVERHEAD DOOR POSTS(TYPICAL)

TY

P1

'-10

"

4'-7

1/4

"

10'-0 3/4" 9'-0 1/4"2'-0 3/4"

1'-6

"

4 5

/16

"

3'-6"

10 3/4"

2'-10

"

1'-8

1/4

"

2'-4

"

1'-0

3/4

"

TYP

3'-0"

2'-4

"

1'-0

3/4

"

2'-10

"

1'-0

3/4

"

3'-0"

10 3/4"

1'-0

1/2

"

TYP1'-0 1/2"

7

S311

TYP

1

30/6096'-10"

DENOTES SHAFT DIAMETER

DENOTES BELL DIAMETER

DENOTES TOP OF PIER ELEVATIONWITH RESPECT TO FINISH FLOOR(+)100'-0". TOP OF PIER SHALL BEAT XX'-XX" UNLESS NOTEDOTHERWISE.

(SEE FOUNDATION TYP DETAILSFOR PIER REINFORCEMENT)

FOUNDATION PLAN NOTES:

1. CIVIL DRAWINGS ELEVATION 43'-0" = DATUM ELEVATION 100'-0".2. TOP OF PIER ELEVATION TO BE XX'-X" AT PIER WITH BEAM/CAP AND XX'-X" AT

TYPICAL INTERIOR COLUMNS UNO.3. PROVIDE 2-#4x4'-0" ADDITIONAL SLAB REINFORCEMENT AT ALL RE-ENTRANT

CORNERS.4. PIER SHALL BE CENTERED ON THE GEOMETRIC CENTROID OF THE GRADE BEAM

OR PLINTH UNLESS NOTED OTHERWISE.5. PIER SHALL BE CENTERED BELOW BUILDING COLUMN UNLESS NOTED OTHERWISE.6. ALIGN TOP OF GRADE BEAM WITH TOP OF ADJACENT FOOTING(S), UNLESS NOTED

OTHERWISE.7. REFER TO S300 SERIES DRAWINGS FOR FOUNDATION AND SLAB-ON-GRADE

DETAILS.8. REFER TO SHEET S300 FOR CLASSES OF CONCRETE MATRIX.9. REFER TO ARCHITECTURAL DRAWINGS FOR EXTENTS AND DIMENSIONS OF RAISEDOR DEPRESSED SLAB AREAS, SLOPES, CURBS, AND DRAINS. REFER TO TYPICAL

DETAILS FOR REINFORCEMENT REQUIREMENTS.10. REFER TO ARCHITECTURAL DRAWINGS FOR EXTENTS OF BRICK LEDGES.11. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR SLAB

PENETRATIONS AND UNDERGROUND UTILITIES.12. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.

NOTIFY ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES.13. CONTRACTOR TO VERIFY ALL SLAB EDGE DIMENSIONS WITH ARCHITECTURAL

DRAWINGS PRIOR TO CONSTRUCTION.14 SEE 5/S304 FOR BOLLARD BASE PLATE, LOCATION AND SIZE.15 SEE 6/S304 FOR STAIR SUPPORT COLUMN BASE PLATES

MATCH LINE

INDICATES BASE PLATE TYPE. SEE DETAIL 4/S-301 FORBASE PLATE SCHEDULE

A

PLAN LEGEND

W10x49 INDICATES STEELCOLUMN SIZE

HSS6x6 INDICATES STEELCOLUMN SIZE

3xS PIPES INDICATES STEELCOLUMN SIZE

SP1 INDICATES 3-2x8 STUDPACKS (MIN, UNO)

HD1 - HDU8-SDS2.5 SIMPSON HOLD DOWN WITH 3-2x8 STUD PACKSHD2 - HDU11-SDS2.5 SIMPSON HOLD DOWN WITH 4-2x8 STUD PACKS

SW1 - SHEAR WALL WITH 1/2" PLY WOOD STRUCT I - ONE SIDESW2 - SHEAR WALL WITH 1/2" PLY WOOD STRUCT I - BOTH SIDES

INDICATES SHEAR WALLSW1

CMU WALL SCHEDULE

CMU-W1

CMU-W2

CMU-W3

CMU-W4

WALL NAME WALL THICKNESS

8"

8"

8"

8"

VERTICAL REINF

#6@8" OC EA FACE

#5@16" OC EA FACE

#5@24" OC EA FACE

#6@32" OC EA FACE

HORIZ REINF

#3@8" OC

#3@16" OC

SEE 10/S500

SEE 10/S500

PLAN SCHEDULE

T

F

ES

A

RO

P

S

EOI NAL

D

GN

EI

LC

S

ESN

E

I

NE

R

EET

TO F

X

AS

1 2 3 4 5

A

B

C

D



A

B

C

D

PROJECT NAME:

SEAL:

ARCHITECT:

OTHER APPROVALS



SHEET NAME:

SHEET NO:

1 2 3 4 5

DATE:

PROJECT NO.:

SCALE:

DRAWN BY:

CHECKED BY:

ISSUE LOG




WATER ENGINEERING






CONSULTANT:

CITY

OF HOU

STON

TE X A

S





107333

BINIAM O. CHEBREAB


02/10/17


Henderson Rogers

11/9

/201

7 11

:43:

22 A

M

As indicated

S102

FOUNDATION PLANAREA B

FIRESTATION #55

02.10.2017



DEPARTMENT

WBS NO. C-000206-001-3-01-01

15007.01

RR

BM

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




1 11/08/2017 ADDENDUM #5

- ---

-

TO SLAB

SEE PLAN

1'-6

"1

'-0

"S

EE

PL

AN

W COLUMNSEE PLAN

1" COMPRESSABLEFILLER (TYP)

SLAB ON COMPACTEDSELECT FILL

COMPACTED SELECTFILL PER GEO TECHREPORT

PIER ,SEE PLAN

SEE PLAN

PL

AN

SE

E

8"

2'-0

"8

"

HSS COLUMN(BEYOND)

#4 @ 12" OC

SLAB REINF,SEE PLAN

PERPENDICULARBEAM (BEYOND)

SCHEDULEDREINF

DOWELS TOMATCHVERT REINF

TOP REINFHOOKEDEA SIDE

CLA

SS

B

SP

LIC

E

36"

24"

#3 @ 12" OC24"24"

1/41/4

TO SLAB

SEE PLAN

1'-6

"1

'-0

"

PLA

N

SE

E

W COLUMNSEE PLAN

PIERSEE PLAN

DOWELS TO MATCHPIER VERTICALREINF

TOP OF TIE BEAMBEYOND

DOWELS TO MATCHVERTICAL BARS


BRICK VENEER,REF ARCH

SLAB ON GRADE,SEE PLAN

8" CMU WALL(REINF: SEE SCHED)

3/4"Øx6 @16" OCHEADED STUDS(SEE: 6/S310)

8"

1'-2

"1

'-6

"

EXTEND CONCRETETO COVER BASEPLATE

SEE PLAN

1/4

TO SLAB

SEE PLAN

DOWEL TOMATCH VERTICALREINF

SLAB ON GRADE(SEE PLAN)

8" CMU WALL,SEE SCHEDULEFOR REINF INFO

PL

AN

SE

E

15 MIL VAPORBARRIER TYP

2'-0"

8"

2'-0

"

SP

LIC

E C

LA

SS

B

#4@12" OC

3'-0"

2'-4

"

TO SLAB

SEE PLAN

BASE PLATE ON1" NON-SHRINKGROUT

SLAB ON GRADE(SEE PLAN)

PL

AN

SE

E

3#5 CLOSED TIESEA WAY EQUALLYSPACED

8"

2'-0

"

SLAB REINF,SEE PLAN

STEEL COLUMNSEE PLAN

PEIR REINF,SEE SCHED

24"x24"SQUAREPIER

1/4

16" DIA STRAIGHTSHAFT - TYPICAL

30"x28"x30"PIER CAP

5#4 LOOPEQUALLY SPACED

8" DIA STDPIPE BENT

1'-4

"

0'-0"

FF EL

3'-6"

TO BOLLARD

NOTEREFER 5/S304, 6/S310 FORBALANCE INFORMATION

6"

1/4

TO SALB

SEE PLAN

#4 DOWEL xSPA @ 16"

2'-6"

2'-0

"

SLAB REINF,SEE PLAN

PREPARED SUBGRADEPER SEE GENERALNOTES AND GEO TECHREPORT - TYP

2'-0

"

3#7 TOP ANDBOTTOM WITH#3 TIES @ 12"OC

1'-8"

PL

AN

SE

E

15 MIL VAPORBARRIER TYP

PIERSEE PLAN

18"DEEP x 24" WIDE TIEBEAM @12" BELOWBOTTOM OF SLAB W/(3)#7 TOP & BOT AND#3 TIES @ 12" OC

PIER VERT REINF,SEE PIER SCHED

#5 @6" OC(MIN 5 PCS)

#4 @12" OC

W COLUMNSEE PLAN

5#5 BOTTOM BARS

BOLLAR,REF ARCH


4"

SEE PLAN

PLAN

SEE

SEE DETAIL 7/S310 FOR ITEMSSHOWN BUT NOT NOTED

SEE DETAIL 8/S310 FOR ITEMSSHOWN BUT NOT NOTED

GRADE BEAM,BEYOND

4-#4 LOOP

8" CMU WALL(REINF: SEE SCHED)

TO SLAB

SEE PLAN

TO PAVING

REF CIVIL

PAVING,REF CIVIL

SEE PLAN FOR SLABTHK AND REINF

DOWELS TO MATCHVERTICAL BARS

FINISH,REF ARCH

T

F

ES

A

RO

P

S

EOI NAL

D

GN

EI

LC

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TO F

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1 2 3 4 5

A

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A

B

C

D

PROJECT NAME:

SEAL:

ARCHITECT:

OTHER APPROVALS



SHEET NAME:

SHEET NO:

1 2 3 4 5

DATE:

PROJECT NO.:

SCALE:

DRAWN BY:

CHECKED BY:

ISSUE LOG




WATER ENGINEERING






CONSULTANT:

CITY

OF HOU

STON

TE X A

S





107333

BINIAM O. CHEBREAB


02/10/17


Henderson Rogers

11/9

/201

7 11

:43:

31 A

M

3/4" = 1'-0"

S311

FOUNDATION DETAILS

FIRESTATION #55

02.10.2017



DEPARTMENT

WBS NO. C-000206-001-3-01-01

15007.01

RR

BM

3/4" = 1'-0"1DETAIL

3/4" = 1'-0"2DETAIL

3/4" = 1'-0"3DETAIL

3/4" = 1'-0"4DETAIL

3/4" = 1'-0"5DETAIL




1 11/08/2017 ADDENDUM #5

3/4" = 1'-0"6DETAIL

3/4" = 1'-0"7DETAIL

1 1

FX

FX

WD

DS

DS

DS

DS

DSDSDS

DS DS

J

J

J

J

JJ

J

J

J

J

J

J

J

J J

JJ

J J

J

APPARATUS BAY #1

138

APPARATUS BAY #2

139

APPARATUS BAY #3

140

APPARATUS BAY #4

141

APPARATUS BAY #5

142

LAWN MAINTENANCE

146

GEAR LOCKERS

145 MAINTENANCE

144

CLEAN ROOM

143

.

GFI

.

GFI

.

GFI

.

GFI

.

GFIWP

.

GFIWP

.

GFI

.

GFI

.

GFI.

GFI

.

GFI.

GFI

.

GFI

.

GFI

.

GFI

.

GFI

E6

E6

E6

E6

E6 E6

E6

E6

E6

E6

.

CR

.

CR

.

CR

.

CR

.

CR

.

CR

.

CR

.

CR

.

CR

.

GFI

.

GFI

.

GFI.

GFI

.

CR

.

.

EF-1

.

GFI

.

GFI

CF-363-5

EF-4

EF-4

EF-4

EF-3

CF-4

CF-4

CF-1CF-1

.

.

.

-1R1B

-6R1B

E5

-3R1B

E5E5

-2R1B-5R1B

-4R1B-7R1B

-8R1B

-9R1B

-10R1B

E5

E5

E5E5

E5

E5

E5

.

GFI

-11R1B

-12R1B

-13R1B

-14R1B

-20R1B

-22R1B

-23,25,27R1B

-24,26,28R1B

-29,31,33R1B

-30,32,34R1B

-35,37,39R1B-36,38,40R1B

-41,43,45R1B

-42,44,46R1B

-47,49,51R1B-48,50,52R1B

-19R1B

-53R1B-54R1B

-22M1B

-23M1B

-31M1B

-25,27,29M1B

-24,26,28M1B

-32,34,36M1B

-33,35,37M1B

E9

E9

E9

-57R1A

.

GFI

-38M1B

-55R1B

.

GFI

-56R1B

E13

E13

E13

E13

-57R1B

-57R1B

E500

4

-60R1A

EH-1B EH-1A

-44,46,48M1B-43,45,47M1B

6 6

R

ZACHARY P SCHNEIDER

S

O

SE

FR

P

D

EIG E

GLANO

ETS

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NI

111244 RE

TATATSTS

AXETEFOE FOE

S

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1 2 3 4 5

A

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C

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A

B

C

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PROJECT NAME:

SEAL:

ARCHITECT:

OTHER APPROVALS



SHEET NAME:

SHEET NO:

1 2 3 4 5

DATE:

PROJECT NO.:

SCALE:

DRAWN BY:

CHECKED BY:

ISSUE LOG




WATER ENGINEERING






CONSULTANT:

CITY

OF H OU

STON

TE X A

S





CMTA F-862703/30/2017

11/9

/201

7 3:

17:1

5 P

M


1/8" = 1'-0"

E302

ELECTRICAL POWERAREA B PLAN

FIRESTATION #55

01.09.17


DEPARTMENT

WBS NO. C-000206-0001-4

15007.01

AMB

ZPS

1/8" = 1'-0"1

ELECTRICAL POWER FIRST FLOOR - AREA B

GENERAL NOTES (POWER):

A. REFER TO THE ARCHITECT'S REFLECTED CEILING PLANS, ELEVATIONS, ANDCASEWORK DETAILS FOR EXACT LOCATIONS OF ALL WALL AND CEILINGMOUNTED ELECTRICAL DEVICES.

B. CONTRACTOR SHALL FOLLOW BRANCH CIRCUITING LAY-OUT, AS INDICATEDON THE FLOOR PLANS, WITH A MAXIMUM OF THREE (3) BRANCH CIRCUITS PERHOMERUN. EACH BRANCH CIRCUIT SHALL BE PROVIDED WITH A DEDICATEDNEUTRAL CONDUCTOR. DEDICATED NEUTRAL CONDUCTORS SHALL BECONSIDERED CURRENT CARRYING. IF ADDITIONAL CONDUCTORS ARE RAN INTHE SAME CONDUIT WITH THOSE INDICATED, CONTRACTOR SHALL DERATEALL CURRENT CARRYING CONDUCTORS PER NEC 310.15(B)(3), AND UPSIZECONDUIT AS REQUIRED PER NEC 300.17 AND ANNEX C. MULTIWIRE BRANCHCIRCUITS AS DEFINED IN NEC 100 / 210.4 (CIRCUITS SHARING A COMMONNEUTRAL CONDUCTOR) SHALL NOT BE PERMITTED.

C. IDENTIFY THE PANEL AND CIRCUIT NUMBER FOR ALL RECEPTACLES,SWITCHES, ETC. IN AREA OF CONSTRUCTION. PROVIDE CLEAR ADHESIVELABELS WITH BLACK LETTERING. MARK INSIDES OF ALL DEVICE BOXES WITHPANEL AND CIRCUIT NUMBER.

D. RECEPTACLES THAT ARE CONTROLLED BY AN AUTOMATIC MEANS SUCH ASOCCUPANCY SENSOR OR ENERGY MANAGEMENT SYSTEM SHALL BEMARKED IN ACCORDANCE WITH NEC 406.3(E).

E. LOCATIONS OF ELECTRICAL CONNECTIONS AND LOCAL DISCONNECTS SHALLBE COORDINATED WITH MECHANICAL AND PLUMBING CONTRACTORS TOENSURE ACCESS AND WORKING CLEARANCE IS MAINTAINED PER NEC.NOTIFY OTHER TRADES OF REQUIRED CLEARANCE AREAS TO AVOID ROUTINGOF OTHER SYSTEMS IN THESE AREAS. DO NOT INSTALL ELECTRICALEQUIPMENT OVER EQUIPMENT NAMEPLATES OR ACCESS PANELS ORTHROUGH ACCESS/MAINTENANCE CLEARANCES OF EQUIPMENT BY OTHERTRADES.

TAGGED NOTES

E5 PROVIDE CORD REEL WITH BREAK-AWAY ASSEMBLY FOR SHORE LINECONNECTION FOR FIRE FIGHTING APPARATUS. SEE DETAIL ON SHEETEX.0X.

E6 JUNCTION BOX FOR POWER TO OVERHEAD FOUR-FOLD METAL DOOR.COORDINATE EXACT LOCATION WITH OVERHEAD DOOR SUPPLIER.DISCONNECT SWITCH AND MOTOR STARTER WILL BE PART OF THEMOTOR ENCLOSURE, PROVIDED BY THE DOOR SUPPLIER.

E9 PROVIDE 30A/250V/3P HEAVY-DUTY FUSIBLE DISCONNECT SWITCHFUSED AT EQUIPMENT NAMEPLATE RATING. PROVIDE WITH NEMA-3RSURFACE ENCLOSURE. PROVIDE ALL NECESSARY UNI-STRUTFRAMING AS REQUIRED TO SUPPORT NEW DISCONNECT SWITCH, ETC.COORDINATE EXACT LOCATION AND REQUIREMENTS PRIOR TOINSTALLATION.

E13 REFER TO ARCHITECTURAL PLANS FOR MOUNTING DETAIL OFRECEPTACLE AND BI-FOLD DOORS.

1 01/09/2017 PERMIT & CONSTRUCTION

3 03/29/2017 PREMIT REVISION 2

4 03/30/2017 ISSUE FOR BID

6 11/09/2017 ADDENDUM 5

FX

SD

F

DD

J

J

J

J

J

DS

DS

DS

B TS FS

HD

SD

J J

DD

DD

F

J

J

J

SD

J

J

J

F

SD

F

FV

FACP

FX

WD

DS

HD

J

F

V

J

R1B M1B L1BD1B

HP-4

P-3 P-1

HP-3

HP-5

P-1

P-1

P-1

EQUIPMENT PLATFORM

200

-2,4,6M1B

-5,7,9M1B

-8,10,12M1B -11,13,15M1B

-14,16M1B

-63R1B-17M1B

-18M1B

-19M1B

-20M1B

-21M1B

HP-2

HP-1

-62R1B

5

5

.

GFI

ATS-M

MDP

M1A

R1A

L1A

DP-1A

DP-1A

WH-1WH-1

WWHP-1B

WWHP-1A

P-4

P-4

P-4

HP-6

P-2

P-1

HP-8

P-2

BAS

FPS

VFD

MECH/ELEC ROOM

147

P-5

HP-7

.

M

.

ME4E4

-6,8,10M1A

-7,9M1A

-11,13,15M1A

-12,14,16M1A

-17,19,21M1A

-59R1A

-61R1A

-18,20M1A

-22,24M1A

-23M1A

-25M1A

-26M1A

-27M1A

-28M1A

-29M1A

-30M1A

-31M1A

-32M1A

-35,37,39M1A

-36,38,40M1A

-1,3,5M1A

-2,4M1A

EPO

-56R1A

-45M1A

-43M1A

-47M1A

.

GFIWP

.

GFIWP

-56R1A

E14

P-5

VFD

E16E16

P-4

E9E9

E9

E9

ERV-1

GENERATOR

CU-1

-27R1A

-27R1A

5

5

.

W /1D

TYP.

COMMUNICATION/SECURITY

123

STORAGE

124

E3

-68R1A

-63R1A -64R1A -65R1A-66R1A

-69R1A

-67R1A

AC-1

.

M

E7

TEL

S11

-62R1A

GATECONTROLLER

HP-9

EWHP-1

EF-2

.

DRYER

.

WASHER

-30M1B

-65R1B

-15R1B-1,3M1B

-58R1B

.

GFI

-39,41M1B

-21R1B

-16,18R1B

MAINTENANCE

144

E10

-40M1B

EF-5

-17R1B

EH-2

-49,51,53M1B

6

R

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S

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ETS

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111244 RE

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AXETEFOE FOE

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1 2 3 4 5

A

B

C

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A

B

C

D

PROJECT NAME:

SEAL:

ARCHITECT:

OTHER APPROVALS



SHEET NAME:

SHEET NO:

1 2 3 4 5

DATE:

PROJECT NO.:

SCALE:

DRAWN BY:

CHECKED BY:

ISSUE LOG




WATER ENGINEERING






CONSULTANT:

CITY

OF H OU

STON

TE X A

S





CMTA F-862703/30/2017

11/9

/201

7 3:

17:5

3 P

M


1/4" = 1'-0"

E500

ENLARGED PLAN

FIRESTATION #55

01.09.17


DEPARTMENT

WBS NO. C-000206-0001-4

15007.01

AMB

ZPS

1/4" = 1'-0"1

MECHANICAL PLATFORM POWER/SYSTEMS PLAN

1/4" = 1'-0"2

ELECTRICAL POWER FIRST FLOOR - MAIN ELECTRIC ROOM

GENERAL NOTES (POWER):

A. REFER TO THE ARCHITECT'S REFLECTED CEILING PLANS, ELEVATIONS, ANDCASEWORK DETAILS FOR EXACT LOCATIONS OF ALL WALL AND CEILINGMOUNTED ELECTRICAL DEVICES.

B. CONTRACTOR SHALL FOLLOW BRANCH CIRCUITING LAY-OUT, AS INDICATEDON THE FLOOR PLANS, WITH A MAXIMUM OF THREE (3) BRANCH CIRCUITS PERHOMERUN. EACH BRANCH CIRCUIT SHALL BE PROVIDED WITH A DEDICATEDNEUTRAL CONDUCTOR. DEDICATED NEUTRAL CONDUCTORS SHALL BECONSIDERED CURRENT CARRYING. IF ADDITIONAL CONDUCTORS ARE RAN INTHE SAME CONDUIT WITH THOSE INDICATED, CONTRACTOR SHALL DERATEALL CURRENT CARRYING CONDUCTORS PER NEC 310.15(B)(3), AND UPSIZECONDUIT AS REQUIRED PER NEC 300.17 AND ANNEX C. MULTIWIRE BRANCHCIRCUITS AS DEFINED IN NEC 100 / 210.4 (CIRCUITS SHARING A COMMONNEUTRAL CONDUCTOR) SHALL NOT BE PERMITTED.

C. IDENTIFY THE PANEL AND CIRCUIT NUMBER FOR ALL RECEPTACLES,SWITCHES, ETC. IN AREA OF CONSTRUCTION. PROVIDE CLEAR ADHESIVELABELS WITH BLACK LETTERING. MARK INSIDES OF ALL DEVICE BOXES WITHPANEL AND CIRCUIT NUMBER.

D. RECEPTACLES THAT ARE CONTROLLED BY AN AUTOMATIC MEANS SUCH ASOCCUPANCY SENSOR OR ENERGY MANAGEMENT SYSTEM SHALL BEMARKED IN ACCORDANCE WITH NEC 406.3(E).

E. LOCATIONS OF ELECTRICAL CONNECTIONS AND LOCAL DISCONNECTS SHALLBE COORDINATED WITH MECHANICAL AND PLUMBING CONTRACTORS TOENSURE ACCESS AND WORKING CLEARANCE IS MAINTAINED PER NEC.NOTIFY OTHER TRADES OF REQUIRED CLEARANCE AREAS TO AVOID ROUTINGOF OTHER SYSTEMS IN THESE AREAS. DO NOT INSTALL ELECTRICALEQUIPMENT OVER EQUIPMENT NAMEPLATES OR ACCESS PANELS ORTHROUGH ACCESS/MAINTENANCE CLEARANCES OF EQUIPMENT BY OTHERTRADES.

GENERAL NOTES (ENLARGED AND TYPICAL):

A. ALL ROOM LAYOUTS ARE TYPICAL AND MAY VARY OR MIRROR OTHERASSOCIATED ROOMS. CONTRACTOR SHALL REFER TO ARCHITECTURALELEVATIONS AND COORDINATE EACH ROOM PRIOR TO ROUGH-IN.

1/4" = 1'-0"3

ELECTRICAL SYSTEM FIRST FLOOR - AREA A - MDF ROOM

TAGGED NOTES

E3 PROVIDE A DUPLEX RECEPTACLE AT THE TOP AND BOTTOM OF EACH RACK.REFER TO DATA RACK DETAIL FOR MORE INFORMATION.

E4 PROVIDE MOTOR RATED SWITCH RATED AT THE NAMEPLATE RATING OFTHE MOTOR. PROVIDE ALL NECESSARY UNI-STRUT AND MOUNTINGHARDWARE FOR COMPLETE INSTALLATION.

E7 30A/3P DISCONNECT SWITCH FOR "AC-1". POWER FOR THIS UNIT COMESFROM THE OUTDOOR UNIT "CU-1".

E9 PROVIDE 30A/250V/3P HEAVY-DUTY FUSIBLE DISCONNECT SWITCH FUSEDAT EQUIPMENT NAMEPLATE RATING. PROVIDE WITH NEMA-3R SURFACEENCLOSURE. PROVIDE ALL NECESSARY UNI-STRUT FRAMING AS REQUIREDTO SUPPORT NEW DISCONNECT SWITCH, ETC. COORDINATE EXACTLOCATION AND REQUIREMENTS PRIOR TO INSTALLATION.

E10 PROVIDE 60A/250V/3P HEAVY-DUTY FUSIBLE DISCONNECT SWITCH FUSEDAT EQUIPMENT NAMEPLATE RATING. PROVIDE WITH NEMA-3R SURFACEENCLOSURE. PROVIDE ALL NECESSARY UNI-STRUT FRAMING AS REQUIREDTO SUPPORT NEW DISCONNECT SWITCH, ETC. COORDINATE EXACTLOCATION AND REQUIREMENTS PRIOR TO INSTALLATION.

E14 PROVIDE (2) 1" CONDUIT, ONE FROM GENERATOR TO ATS AND OTHER FROMGENERATOR TO NEW GENERATOR ANNUNCIATOR.

E16 ROUTE CIRCUIT THROUGH VFD. REFER TO LOCATION OF VFD ONMECHANICAL DRAWINGS.

S11 PROVIDE 2 CAT6 CABLES BACK TO FUEL STATION. COORDINATE EXACTREQUIREMENTS WITH FUEL STATION CONTRACTOR.

1/4" = 1'-0"4

ELECTRICAL POWER FIRST FLOOR - AREA B - MAINTENANCE


2 02/10/2017 PERMIT REVISION 1


5 04/13/2017 ADDENDUM A

6 11/09/2017 ADDENDUM 5

R

ZACHARY P SCHNEIDER

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P

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EIG E

G

LANO

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A

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PROJECT NAME:

SEAL:

ARCHITECT:

OTHER APPROVALS



SHEET NAME:

SHEET NO:

1 2 3 4 5

DATE:

PROJECT NO.:

SCALE:

DRAWN BY:

CHECKED BY:

ISSUE LOG




WATER ENGINEERING






CONSULTANT:

CITY

OF HOU

STON

TE X A

S





CMTA F-862703/30/2017

11/1

3/20

17 3

:17:

43 P

M

E701

PANEL SCHEDULES

FIRESTATION #55

01.09.17



DEPARTMENT

WBS NO. C-000206-0001-4

15007.01

AMB

ZPS

NOTES: WHERE NOT LISTED, WIRE AND CONDUIT SHALL BE BE MINIMUM PER SPECIFICATIONS. SPARE BREAKERS TO BE 20A/1P.

TOTAL ESTIMATED DEMAND CURRENT: 275 A

TOTAL CONNECTED CURRENT: 275 A

REC 600 VA 100.00% 600 VA TOTAL ESTIMATED DEMAND: 99140 VA

EQUIP 98540 VA 100.00% 98540 VA TOTAL CONNECTED LOAD: 99140 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS

TOTAL CURRENT (A): 275 A 282 A 270 A

TOTAL LOAD (kVA): 33.0 kVA 33.8 kVA 32.4 kVA

SPARE -- -- -- 20 1 59 0.0 0.0 60 1 20 -- -- -- SPARE

SPARE -- -- -- 20 1 57 0.0 0.0 58 1 20 -- -- -- SPARE

SPARE -- -- -- 20 1 55 0.0 0.0 56 1 20 -- -- -- SPARE

SPARE -- -- -- 20 1 53 0.0 0.0 54 1 20 -- -- -- SPARE

SPACE -- -- -- -- -- 51 0.0 0.0 52 -- -- -- -- -- SPACE

SPACE -- -- -- -- -- 49 0.0 0.0 50 -- -- -- -- -- SPACE

GEN STRIP HEATER #12 #12 3/4" 20 1 47 1.6 0.0 48 -- -- -- -- -- SPACE

GEN BLOCK HEATER #12 #12 3/4" 20 1 45 1.6 0.0 46 -- -- -- -- -- SPACE

GEN BATTERY CHARGER #12 #12 3/4" 20 1 43 1.6 0.0 44 -- -- -- -- -- SPACE

REC #12 #12 3/4" 20 1 41 0.6 0.2 42 1 20 3/4" #12 #12 EF-5

39 0.6 0.6 40

37 0.6 0.6 38P-5 #12 #12 3/4" 20 3

35 0.6 0.6 36

3 20 3/4" #12 #12 P-5

TF-1 #12 #12 3/4" 20 1 33 0.1 0.6 34 1 20

P-1 #12 #12 3/4" 20 1 31 0.5 0.5 32 1 20 3/4" #12 #12 P-1

P-3 #12 #12 3/4" 20 1 29 1.7 0.5 30 1 20 3/4" #12 #12 P-1

P-3 #12 #12 3/4" 20 1 27 1.7 1.7 28 1 20 3/4" #12 #12 P-3

DP-1A #12 #12 3/4" 20 1 25 0.5 1.7 26 1 20 3/4" #12 #12 P-3

DP-1A #12 #12 3/4" 20 1 23 0.5 2.3 24

21 8.0 2.3 222 30 3/4" #10 #10 WH-1

19 8.0 2.3 20WWHP-1B #3 #8 11/4" 100 3

17 8.0 2.3 182 30 3/4" #10 #10 WH-1

15 2.1 8.0 16

13 2.1 8.0 14HP-6 #10 #10 1" 30 3

11 2.1 8.0 12

3 100 11/4" #8 #3 WWHP-1A

9 1.1 2.1 10HP-7 #12 #12 3/4" 20 2

7 1.1 2.1 8

5 1.3 2.1 6

3 30 1" #10 #10 HP-8

3 1.3 2.0 4ERV-1 #12 #12 3/4" 20 3

1 1.3 2.0 22 25 3/4" #12 #10 CU-1

CIRCUIT DESCRIPTION WIRE GND C OCP P CKT A B C CKT P OCP C GND WIRE CIRCUIT DESCRIPTION

AMPERES: 300 A MOUNTING: SURFACE SUPPLY FROM: MDP

VOLTAGE: 208Y/120V,3P,4W SPD: No LOCATION: MECH/ELEC ROOM 147

PANEL: M1A MAINS TYPE: AIC RATING: 22,000

PANELBOARD AND WIRING SCHEDULE kAIC VALUE: 15



TOTAL CONNECTED CURRENT: 190 A

REC 1000 VA 100.00% 1000 VA TOTAL ESTIMATED DEMAND: 68582 VA





SPARE -- -- -- 20 1 59 0.0 0.0 60 1 20 -- -- -- SPARE

SPARE -- -- -- 20 1 57 0.0 0.0 58 1 20 -- -- -- SPARE

SPARE -- -- -- 20 1 55 0.0 0.0 56 1 20 -- -- -- SPARE

53 1.0 0.0 54 1 20 -- -- -- SPARE

51 1.0 0.0 52 -- -- -- -- -- SPACEEH-2 #10 #10 3/4" 20 3

49 1.0 0.0 50 -- -- -- -- -- SPACE

47 2.5 2.5 48

45 2.5 2.5 46EH-1A #10 #10 3/4" 30 3

43 2.5 2.5 44

3 30 3/4" #10 #10 EH-1B

41 2.5 42EWH - MAINTENANCE 144 #8 #10 1" 35 2

39 2.5 0.5 40 1 20 3/4" #12 #12 P-1 MAINTENANCE

37 2.1 1.0 38 1 20 3/4" #12 #12 WATER FOUNTAIN REC

35 2.1 0.5 36CF-363-5 #10 #10 1" 35 3

33 2.1 0.5 34

GEAR LOCKERS CLG. FANS #12 #12 3/4" 20 1 31 1.0 0.5 32

3 20 3/4" #12 #12 EF-4

29 1.1 0.1 30 1 20 3/4" #12 #12 EF-2

27 1.1 0.5 28EF-4 #12 #12 3/4" 20 3

25 1.1 0.5 26

EF-3 #12 #12 3/4" 20 1 23 0.5 0.5 24

3 20 3/4" #12 #12 EF-4

P-1 #12 #12 3/4" 20 1 21 0.6 0.6 22 1 20 3/4" #12 #12 EF-1

P-1 #12 #12 3/4" 20 1 19 0.6 0.9 20 1 20 3/4" #12 #12 P-2

P-1 #12 #12 3/4" 20 1 17 0.6 0.6 18 1 20 3/4" #12 #12 P-1

15 1.1 1.1 16

13 1.1 1.1 142 20 3/4" #12 #12 HP-1

HP-2 #12 #12 3/4" 20 3

11 1.1 1.1 12

9 3.0 1.1 10

7 3.0 1.1 8

3 20 3/4" #12 #12 HP-3

HP-4 #8 #10 1" 45 3

5 3.0 2.4 6

3 0.6 2.4 4HP-9 #12 #12 3/4" 20 2

1 0.6 2.4 2

3 35 3/4" #10 #10 HP-5


AMPERES: 250 A MOUNTING: SURFACE SUPPLY FROM: D1B

VOLTAGE: 208Y/120V,3P,4W SPD: LOCATION: EQUIPMENT PLATFORM...

PANEL: M1B MAINS TYPE: AIC RATING: 14000

PANELBOARD AND WIRING SCHEDULE kAIC VALUE: 9.3

* PROVIDE AFCI BREAKER.

** PROVIDE GFIC BREAKER.


KITCH 5900 VA 70.00% 4130 VA TOTAL ESTIMATED DEMAND CURRENT: 111 A

REC 27340 VA 68.29% 18670 VA TOTAL CONNECTED CURRENT: 140 A

Other 11100 VA 100.00% 11100 VA TOTAL ESTIMATED DEMAND: 40150 VA





SPACE -- -- -- -- -- 83 0.0 0.0 84 -- -- -- -- -- SPACE

SPACE -- -- -- -- -- 81 0.0 0.0 82 -- -- -- -- -- SPACE

SPACE -- -- -- -- -- 79 0.0 0.0 80 -- -- -- -- -- SPACE

SPARE -- -- -- 20 1 77 0.0 0.0 78 -- -- -- -- -- SPACE

SPARE -- -- -- 20 1 75 0.0 0.0 76 -- -- -- -- -- SPACE

SPARE -- -- -- 20 1 73 0.0 0.0 74 1 20 -- -- -- SPARE

RR FLUSH VALVES #12 #12 3/4" 20 1 71 0.2 0.0 72 1 20 -- -- -- SPARE

DATA RACK RECEPTACLE #12 #12 3/4" 20 1 69 1.0 0.0 70 1 20 -- -- -- SPARE

DATA RACK RECEPTACLE #12 #12 3/4" 20 1 67 1.0 0.4 68 1 20 3/4" #12 #12 STORAGE ROOM REC.

DATA RACK RECEPTACLE #12 #12 3/4" 20 1 65 1.0 1.0 66 1 20 3/4" #12 #12 DATA RACK RECEPTACLE

DATA RACK RECEPTACLE #12 #12 3/4" 20 1 63 1.0 1.0 64 1 20 3/4" #12 #12 DATA RACK RECEPTACLE

RECEPTACLES #12 #12 3/4" 20 1 61 0.5 0.7 62 1 20 3/4" #12 #12 RECEPTACLES

BAS WORKSTATION #12 #12 3/4" 20 1 59 0.3 0.4 60 1 20 3/4" #12 #12 ACCESS CONTROL

EXTERIOR RECEPT. #12 #12 3/4" 20 1 57 0.5 0.5 58 1 20 3/4" #12 #12 RR FLUSH VALVES

LOCKER ROOM REC. #12 #12 3/4" 20 1 55 0.4 0.9 56 1 20 3/4" #12 #12 EXTERIOR RECEPT.

CAPTAINS OFFICE CLG. FAN #12 #12 3/4" 20 1 53 0.5 0.5 54 1 20 3/4" #12 #12 DINING ROOM CLG. FAN

KITCHEN EQUIP. #12 #12 3/4" 20 1 51 0.5 0.2 52 1 20 3/4" #12 #12 RANGE HOOD

KITCHEN EQUIP. #12 #12 3/4" 20 1 49 0.5 1.5 50 1 20 3/4" #12 #12 RANGE

KITCHEN OVEN #12 #12 3/4" 15 1 47 1.0 1.0 48 1 15 3/4" #12 #12 KITCHEN OVEN

KITCHEN MICROWAVE #12 #12 3/4" 20 1 45 1.2 1.2 46 1 20 3/4" #12 #12 KITCHEN MICROWAVE

KITCHEN EQUIP. #12 #12 3/4" 20 1 43 0.2 0.2 44 1 20 3/4" #12 #12 KITCHEN EQUIP.

#12 #12 3/4" 20 1 41 0.2 0.5 42 1 20 3/4" #12 #12 KITCHEN EQUIP.

REFRIGERATOR #12 #12 3/4" 20 1 39 0.8 0.2 40 1 20 3/4" #12 #12 HALL EQUIP.

REFRIGERATOR #12 #12 3/4" 20 1 37 0.8 0.8 38 1 20 3/4" #12 #12 REFRIGERATOR

OFFICER RR #12 #12 3/4" 20 1 35 0.7 0.8 36 1 20 3/4" #12 #12 REFRIGERATOR

CAPTAIN SLEEPING 2 REC. #12 #12 3/4" 20 1 33 0.6 0.6 34 1 20 3/4" #12 #12 CAPTAIN SLEEPING 1 REC.

CHIEF OFFICE CLG FAN/REC. #12 #12 3/4" 20 1 31 0.6 0.6 32 1 20 3/4" #12 #12 CHIEF SLEEPING RM. REC.

CAPTAINS OFFICE WS #12 #12 3/4" 20 1 29 1.2 1.2 30 1 20 3/4" #12 #12 CHIEF OFFICE REC.

BI-POLAR #12 #12 3/4" 20 1 27 1.5 0.7 28 1 20 3/4" #12 #12 WATCH RM. WS"s

SLEEPING RM. REC. #12 #12 3/4" 20 1 25 0.7 0.7 26 1 20 3/4" #12 #12 TREATMENT RM. REC.

SLEEPING RM. REC. #12 #12 3/4" 20 1 23 0.9 0.7 24 1 20 3/4" #12 #12 SLEEPING RM. REC.



SLEEPING RM. CEILING FANS #12 #12 3/4" 20 1 17 0.4 0.7 18 1 20 3/4" #12 #12 SLEEPING RM. REC.

TV LOUNGE & DINING REC. #12 #12 3/4" 20 1 15 0.9 0.4 16 1 20 3/4" #12 #12 SLEEPING RM. CEILING FANS

MEN'S RR REC. #12 #12 3/4" 20 1 13 0.4 0.9 14 1 20 3/4" #12 #12 RECEPTACLES

WOMEN'S RR REC. #12 #12 3/4" 20 1 11 0.7 0.8 12

WASHER #12 #12 3/4" 20 1 9 1.2 0.8 102 20 3/4" #12 #12 DRYER

FITNESS ROOM REC. #12 #12 3/4" 20 1 7 0.4 0.2 8 1 20 3/4" #12 #12 FITNESS ROOM FAN

FITNESS ROOM EQUIP. #12 #12 3/4" 20 1 5 1.4 0.5 6 1 20 3/4" #12 #12 FITNESS ROOM TV

FITNESS ROOM EQUIP. #12 #12 3/4" 20 1 3 1.4 1.4 4 1 20 3/4" #12 #12 FITNESS ROOM EQUIP.

STUDY ROOM WORKSTATIONS #12 #12 3/4" 20 1 1 0.5 0.5 2 1 20 3/4" #12 #12 STUDY ROOM TV REC.


AMPERES: 225 A MOUNTING: SURFACE SUPPLY FROM: MDP

VOLTAGE: 208Y/120V,3P,4W SPD: No LOCATION: MECH/ELEC ROOM 147

PANEL: R1A MAINS TYPE: AIC RATING: 14000

PANELBOARD AND WIRING SCHEDULE kAIC VALUE: 10.3



REC 9480 VA 100.00% 9480 VA TOTAL CONNECTED CURRENT: 136 A

Other 23400 VA 100.00% 23400 VA TOTAL ESTIMATED DEMAND: 48930 VA





SPACE -- -- -- -- -- 83 0.0 0.0 84 -- -- -- -- -- SPACE

SPACE -- -- -- -- -- 81 0.0 0.0 82 -- -- -- -- -- SPACE

SPACE -- -- -- -- -- 79 0.0 0.0 80 -- -- -- -- -- SPACE

SPACE -- -- -- -- -- 77 0.0 0.0 78 -- -- -- -- -- SPACE

SPACE -- -- -- -- -- 75 0.0 0.0 76 -- -- -- -- -- SPACE

SPACE -- -- -- -- -- 73 0.0 0.0 74 -- -- -- -- -- SPACE

SPARE -- -- -- 20 1 71 0.0 0.0 72 -- -- -- -- -- SPACE

SPARE -- -- -- 20 1 69 0.0 0.0 70 1 20 -- -- -- SPARE

SPARE -- -- -- 20 1 67 0.0 0.0 68 1 20 -- -- -- SPARE

MAINTENANCE -REC #10 #10 3/4" 20 1 65 0.2 0.0 66 1 20 -- -- -- SPARE

HALL REC. #12 #12 3/4" 20 1 63 0.9 0.0 64 1 20 -- -- -- SPARE

LOBBY - REC #12 #12 3/4" 20 1 61 0.7 0.5 62 1 20 3/4" #12 #12 BI-POLAR

RECEPTACLES #12 #12 3/4" 20 1 59 0.2 0.8 60 1 20 3/4" #12 #12 WATCH RM - REC

APPARATUS BAY CLG. FANS #12 #12 3/4" 20 1 57 1.0 0.3 58 1 20 3/4" #12 #12 MAINTANCE - REC

EXTERIOR RECEPT. #12 #12 3/4" 20 1 55 0.4 0.4 56 1 20 3/4" #12 #12 CLEAN ROOM - REC

VENDING MACHINE #12 #12 3/4" 20 1 53 1.0 1.0 54 1 20 3/4" #12 #12 VENDING MACHINE

51 0.4 0.4 52

49 0.4 0.4 50OVERHEAD DOOR #12 #12 3/4" 20 3

47 0.4 0.4 48

3 20 3/4" #12 #12 OVERHEAD DOOR

45 0.4 0.4 46

43 0.4 0.4 44OVERHEAD DOOR #12 #12 3/4" 20 3

41 0.4 0.4 42

3 20 3/4" #12 #12 OVERHEAD DOOR

39 0.4 0.4 40

37 0.4 0.4 38OVERHEAD DOOR #12 #12 3/4" 20 3

35 0.4 0.4 36

3 20 3/4" #12 #12 OVERHEAD DOOR

33 0.4 0.4 34

31 0.4 0.4 32OVERHEAD DOOR #12 #12 3/4" 20 3

29 0.4 0.4 30

3 20 3/4" #12 #12 OVERHEAD DOOR

27 0.4 0.4 28

25 0.4 0.4 26OVERHEAD DOOR #12 #12 3/4" 20 3

23 0.4 0.4 24

3 20 3/4" #12 #12 OVERHEAD DOOR

MAINT. RM. REC. #12 #12 3/4" 20 1 21 0.4 0.7 22 1 20 3/4" #12 #12 APPARATUS BAY REC.

GEAR LOCKERS REC. #12 #12 3/4" 20 1 19 0.7 0.7 20 1 20 3/4" #12 #12 LAWN MAINT. REC.

MAINT. RM. WASHER #12 #12 3/4" 20 1 17 1.2 0.8 18

MAINT. RM. REC. #12 #12 3/4" 20 1 15 0.4 0.8 162 20 3/4" #12 #12 DRYER

CLEAN ROOM REC. #12 #12 3/4" 20 1 13 0.2 0.4 14 1 20 3/4" #12 #12 CLEAN ROOM REC.

CLEAN ROOM REC. #12 #12 3/4" 20 1 11 0.4 0.4 12 1 20 3/4" #12 #12 CLEAN ROOM REC.

FIRE SHORELINE #10 #10 3/4" 30 1 9 1.9 1.9 10 1 30 3/4" #10 #10 FIRE SHORELINE

FIRE SHORELINE #10 #10 3/4" 30 1 7 1.9 1.9 8 1 30 3/4" #10 #10 FIRE SHORELINE

FIRE SHORELINE #10 #10 3/4" 30 1 5 1.9 2.7 6 1 30 3/4" #10 #10 EMS SHORELINE

EMS SHORELINE #10 #10 3/4" 30 1 3 2.7 1.9 4 1 30 3/4" #10 #10 FIRE SHORELINE

EMS SHORELINE #10 #10 3/4" 30 1 1 2.7 1.9 2 1 30 3/4" #10 #10 FIRE SHORELINE


AMPERES: 225 A MOUNTING: SURFACE SUPPLY FROM: D1B

VOLTAGE: 208Y/120V,3P,4W SPD: LOCATION: EQUIPMENT PLATFORM...

PANEL: R1B MAINS TYPE: AIC RATING: 14000

PANELBOARD AND WIRING SCHEDULE kAIC VALUE: 8

*

*

*

*

*

*

*

*

*

*

*

*

*

*

*

*

**

**

**

**

**

**

**





6 11/09/2017 ADDENDUM 56

RE

F.

RE

F.

REF.

REF.

FX

FX

FX

FX

WD

WD

M

M

1

5

7

8

9

10

11

B

C

F

6

D E

2

3

4

A

F.2F.3

SLEEPING ROOM

130

SLEEPING ROOM

131

SLEEPING ROOM

132

SLEEPING ROOM

133

SLEEPING ROOM

134

SLEEPING ROOM

135

SLEEPING ROOM

136

SLEEPING ROOM

137

MEN'S RR

126

WOMEN'S RR

125

STORAGE

124

MECH/ELEC ROOM

147

LOCKER ROOM

127


123

STUDY ROOM

122

FITNESS ROOM

121 JANITOR

116

CHIEF SLEEPING ROOM

115 CHIEF OFFICE

114

CAPTAIN SLEEPING 1

109CAPTAIN SLEEPING 2

108OFFICER RR

110

TREATMENT ROOM

103

APPARATUS BAY #1

138

APPARATUS BAY #2

139

APPARATUS BAY #3

140

APPARATUS BAY #4

141

APPARATUS BAY #5

142

LAWN MAINTENANCE

146

GEAR LOCKERS

145

MAINTENANCE

144

CLEAN ROOM

143

KITCHEN

117

CAPTAINS OFFICE

107

DINING ROOM

118

TV LOUNGE

119

HALL

112

HALL

120

HP-8 HP-7 HP-6

HP-2

HP-1

HP-5 T s

T s

T sT s

HP-9

HP-4

T sHP-5

S

S

SS

S

S S S

S

S

S

T s

S

S S

S

HP-3

S

S

S

T s

T s

T s

HP-4

T s

PUBLIC RR

104

WATCH ROOM

105

T s

CO saCO sa

T s

T s

CF-4

VAD-1 VAD-1

VAD-1 VAD-1

VAD-1 VAD-1

VAD-1 VAD-1

EF-1 EF-2

CF-4

CF-4

CF-1 CF-1

TF-1

VAD-1 VAD-1

AC-1

CF-3 CF-3 CF-2

CF-1

CF-1

CF-1

CF-1CF-1CF-1CF-1

CF-1 CF-1 CF-1CF-1

CF-2T s

T s

EF-3

S

T s

VE s

VE s

VE s

VE s

VE sEF-4

EF-4

EF-4

12"x12" OA12"x12" OA

12"x12" OA

C2

C2

C9

C3

C3

C4

C4

C4

C6

C6

C8C8C8

C7

C7

C7

C1

C11

C10

C5

C12

C12

S5

P-1

C13

T s

T s

EH-2EH-1AEH-1B

T s

C14

C14

6

6

6

RRRR

EEEEGGGG IIII

XXXXTTTTEEEEOOOO

SSSSTTTT EEEE

SSSSAAAAAAAATTTT

SSSS

EEEERRRREEEE

NNNNIIII

RRRREEEE

DDDD

LLLLAAAANNNNOOOOSSSS

EEEESSSS

FFFFOOOORRRRPPPP

IIII

FFFF TTTTEEEE

GGGGNNNNEEEE

104015104015104015104015

MARK SEIBERTMARK SEIBERTMARK SEIBERTMARK SEIBERT

1 2 3 4 5

A

B

C

D



A

B

C

D

PROJECT NAME:

SEAL:

ARCHITECT:

OTHER APPROVALS



SHEET NAME:

SHEET NO:

1 2 3 4 5

DATE:

PROJECT NO.:

SCALE:

DRAWN BY:

CHECKED BY:

ISSUE LOG




WATER ENGINEERING






CONSULTANT:

CITY

OF H OU

STON

TE X A

S





CMTA F-862703/30/2017

11/9

/201

7 3:

14:5

8 P

M


3/32" = 1'-0"

M101

HVAC ZONE

FIRESTATION #55

01.09.17


DEPARTMENT

WBS NO. C-000206-0001-4

15007.01

KK

MRS

3/32" = 1'-0"1

MECHANICAL HVAC ZONING

TAGGED NOTES

C1 INSTALL TEMPERATURE SENSOR INSIDE OF CLOSET 117A.

C2 USE AVERAGE TEMPERATURE OF (2) TEMPERATURE SENSORS LOCATED INKITCHEN AND TV LOUNGE TO CONTROL HP-4.

C3 INSTALL VEHICLE EXHAUST SENSOR ON THE BOTTOM OF ROOF DECK.TYPICAL.

C4 IF ANY VEHICLE EXHAUST SENSOR SENSES ANY VEHICLE EXHAUST, EF-4SHALL BE SPEED UP TO MAXIMUM CFM.

C5 IF ANY VEHICLE EXHAUST SENSOR SENSES ANY VEHICLE EXHAUST,MOTORIZED DAMPER SHALL OPEN.

C6 USE AVERAGE TEMPERATURE OF (2) TEMPERATURE SENSORS LOCATED INAPPARATUS BAY TO CONTROL VAD UNITS.

C7 CONTROL WIRE FROM FAN TO THE FAN CONTROLLER SHALL BE ROUTEDTHRU CONDUIT. COORDINATE WITH ELECTRICAL CONTRACTOR FOR WIREROUTING.

C8 MOTORIZED DAMPER SHALL OPEN WHEN EXHAUST FAN IS ENERGIZED.

C9 INSTALL FAN CONTROL FOR OUTDOOR FAN TO BE INSTALLED INSIDE OFBUILDING.

C10 HP-8 WALL MOUNTED TEMPERATURE SENSOR SHALL BE SET TO 80DEGREES.

C11 AC-1 UNIT MOUNTED TEMPERATURE SENSOR SHALL BE SET TO 82 DEGREES.

C12 USE AVERAGE TEMPERATURE OF (2) TEMPERATURE SENSORS LOCATED INSLEEPING ROOMS TO CONTROL HP-5.

C13 INTEGRATE P-1 PUMP CONTROL WITH ICE MAKER.

C14 ELECTRICAL HEATER EH UNITS SHALL BE TURNED "ON" AT 60 DEGREES.



5 04/13/2017 ADDENDUM A

6 11/09/2017 ADDENDUM 5

5

WD

DS

DS

DS

DS

DSDSDS

DS

M

M

B F F.2

EB C FB.1

CF-4

VAD-1

VAD-1

8"ø VEA8"ø VEA

8"ø VEA10"ø VEA

1 1/2" HWR1 1/2" HWS

1" GS1" GR

1 1/2" HWR

2 1/2" HWS

1 1/2" HWS

APPARATUS BAY #3

140

M12

M24

M24

M26 M26

M44M44

SHOCK ABSORBEREND STOP

RAIL END CAPCRAB ASSY

INLET PLENTUM

LIPS

BALANCERLIFTING ELBOW

CEILING LINE

RAIL END CAPCRAB END

STOP

RAIL

ASSY

MNTG LEG

HOSE

RUBBER BAND

NOZZLE ASSY

HOSE

RUBBER BAND

COVERINGHOSE CLAMP

RUBBER BAND

CONTAININGHOSE CLAMP

KNOB

HOSE

RUBBER BAND

NOZZLE ASSY

HOSE

RUBBER BAND

COVERINGHOSE CLAMP

RUBBER BAND

CONTAININGHOSE CLAMP

KNOB

FAN SCHEDULE

ID#FAN TYPE(CFM)

AIRFLOWRPM

STATIC

(IN - WC)

PRESSURE/ PHASE

VOLTS HP QTY

MAGNEGRIP 3300CF-363-5 3450 6 SP 3 PH 5

PART #

MISCELLANEOUS ITEM

DESCRIPTION QTYREMARKS

1

CONTROL PANEL 500179-08 1

RAIN CAP

RAIL

500157-12 1

SSRM-601 3

AUTO START 540553-01 6

REMARKS:

1. ITEM HAS BEN SPECIFIED FOR QUALITY AND PERFORMANCE ANY APPROVED SUBSTITUTION IS ATTHE RISK OF THE OWNER

2. FAN SHALL BE UL LISTED AND AMACA CERTIFIED.3. FAN SHALL BE CONTROLLED BY VES CONTROL PANEL, PROVIDE SENSORS, TRANSMITTERS,

RECEIVERS AND OTHER ITEMS REQUIRED FOR A FULLY AUTOMATIC SYSTEM.4. PROVIDE RAIN CAP, BACKDRAFT DAMPER AND OTHER ITEMS REQUIRED FOR A COMPLETE

INSTALLATION.5. ELECTRICAL INFORMATION SHALL BE VERIFIED BY NAMEPLATE RATINGS. COORDINATE WITH

EXISTING ELECTRICAL SERVICE FOR THE BUILDING.

REMARKS:

1. ITEM HAS BEEN SPECIFIED FOR QUALITY AND PERFORMANCE ANY APPROVED SUBSTITUTION IS ATTHE RISK OF THE OWNER.

2. PROVIDE TRACK OR RAIL SYSTEM, TRANSITION ELBOW, HIGH TEMPERATURE HOSE, HOSE CLAMPS,NOZZLES, TAILPIPE CONNECTORS, FRESH AIR INTAKE, AND OTHER ITEMS REQUIRED FOR ACOMPLETE INSTALLATION. PROVIDE (3) ADDITIONAL TAILPIPE CONNECTORS TO OWNER (FOR ATOTAL OF 6).

3. PROVIDE WIRELESS CONTROL PANEL ACTIVATION, PRESSURE SENSORS, WIRELESSTRANSMITTERS, AND ADDITIONAL COMPONENTS IF REQUIRED FOR AUTOMATIC FAN CONTROL.

4. VEHICLE EXHAUST SYSTEM DESIGN AND DRAWING IS THE SOLE PROPERTY OF THE DESIGNERS,CLEAN AIR CONCEPTS. PROVIDE (3) ADDITIONAL WIRELESS TRANSMITTERS TO OWNER (FOR ATOTAL OF 6).

5. DETAILS MAY NOT REPRESENT THE SAME KIND OF VEHICLE IN PLAN VIEW.6. DETAILS ARE MEANT TO ILLUSTRATE "TYPICAL" ELEVATIONS VIEWS.

VEHICLE EXHAUST SYSTEM SCHEDULE

VEHICLE EXHAUST TAIL PIPE ADAPTOR 6

5

7

8

9

10

11

B

C

F

6

D E

F.2F.3

4

M202

7

M202

CF-4

CF-4

8"ø VEA

8"ø VEA

8"ø VEA10"ø VEA

10"ø VEA

10"ø VEA

10"ø

VE

A12

"ø V

EA

12"ø

VE

A

HP-9 8"ø SA

8"ø RA

CF-1

EF-3

CF-1

12"x12" EA

EF-1

S-8

S-8

S-8 S-8 E-412"x12" EA

EF-2

S-2

180

R-2

180

L-2

VAD-1

VAD-1

VAD-1 VAD-1

VAD-1EF-4

EF-4

EF-4 VAD-1 VAD-1

VAD-1VAD-1

VAD-1

CF-363-5

12"x12" OA

12"x12" OA

12"x

12"

OA

VE s

VE s

VE s

VE s

VE s

L-2

IH-1

30"x20" OA

E-5

4"ø EA

M25

M25

M25

M26

M26

M26

M12

M12

M27

M27

M27

M24

M24

M24

M24

M28M29

M30

M31

M31M30

M32

M33

M33

M36

M34

M35

M44

M44

M44

M34

M34

M34

APPARATUS BAY #2

139

APPARATUS BAY #3

140

APPARATUS BAY #4

141

APPARATUS BAY #5

142

APPARATUS BAY #1

138

GEAR LOCKERS

145

LAWN MAINTENANCE

146

MAINTENANCE

144

CLEAN ROOM

143

EF-5

M75M76

5

5

EH-1AEH-1B

EH-2

6

6

6

11

CLEAN ROOM

143

S-2

180R-2

180

L-2

L-2

IH-1

8"ø SA

30"x20" OA

M36

M30

M38

5

5

RRRR

EEEEGGGG IIII

XXXXTTTTEEEEOOOO

SSSSTTTT EEEE

SSSSAAAAAAAATTTT

SSSS

EEEERRRREEEE

NNNNIIII

RRRREEEE

DDDD


EEEESSSS

FFFFOOOORRRRPPPP

IIII

FFFF TTTTEEEE

GGGGNNNNEEEE

104015104015104015104015


1 2 3 4 5

A

B

C

D



A

B

C

D

PROJECT NAME:

SEAL:

ARCHITECT:

OTHER APPROVALS



SHEET NAME:

SHEET NO:

1 2 3 4 5

DATE:

PROJECT NO.:

SCALE:

DRAWN BY:

CHECKED BY:

ISSUE LOG




WATER ENGINEERING






CONSULTANT:

CITY

OF H OU

STON

TE X A

S





CMTA F-862703/30/2017

11/9

/201

7 3:

15:3

9 P

M


As indicated

M202

MECHANCIAL AREA BPLAN

FIRESTATION #55

01.09.17


DEPARTMENT

WBS NO. C-000206-0001-4

15007.01

KK

MRS

1/8" = 1'-0"4

Section 12

NTS2

VEHICLE EXHAUST CRAB RAIL

GENERAL NOTES

1 COORDINATE EXACT LOCATION OF EXHAUST FANS, DUCTWORK, AND EXHAUSTDROPS WITH OWNERS EQUIPMENT, LIGHTING, AND ALL EXITSTING CONDITIONS.

2 ALL EXHAUST DUCTOWRK SHALL BE SPIRAL SEAM GALVANIZED STEELFABRICATED AND ISNTALLED IN ACCORDANCE WITH CHAPTER 6 OBBC MC ANDSMACNA STANDARD MANUAL.

3 SHEETMETAL DUCT DIMENSIONS SHOWN ARE AIR WAY DIMENSIONS.

4 BALANCE EXHAUST SYSTEM AND EACH EXHAUST DROP MEET AIR QUANTITIES ASREQUIRED FOR 600 CFM PER DROP.

5 CONTRACTOR SHALL COORDINATE WITH GENERAL CONTACTROR OR OWNERPRIOR TO ANY ROOF PENETRATION OR CUTTING ROOF.

NTS3

VEHICLE EXHAUST HOSE CONNECTION

1/16" = 1'-0"1

VEHICLE EXHAUST HOSE DETAILS

TAGGED NOTES

M12 SUPPORT FAN FROM STRUCTURE ABOVE. REFER TO STRUCTURAL ANDARCHITECTURAL DRAWINGS. TYPICAL.

M24 SUPPORT VAD FROM ROOF DECK. TYPICAL.

M25 MOUNT VEHICLE EXHAUST SENSOR BOTTOM OF ROOF DECK.

M26 MOUNT VEHICLE EXHAUST RAIL AT SAME HEIGHT AS TOP OF GARAGE DOOROPENING.

M27 INSTALL EXHAUST FAN FROM ROOF DECK.

M28 VEHICLE EXHAUST FAN CONTROLLER. MOUNT BOTTOM OF CONTROLLER 3'-0"AFF.

M29 VEHICLE EXHAUST FAN FROM WALL.

M30 MOTORIZED DAMPER. TYPICAL.

M31 INSTALL MOTORIZED DAMPER ABOVE DIFFUSER.

M32 INSTALL HEAT PUMP FROM STRUCTURE ABOVE.

M33 MOUNT FAN FROM STRUCTURE ABOVE.

M34 PROVIDE FULL SIZE PLENUM BEHIND OF LOUVER AND CONNECT TOEXHAUST FAN.

M35 ROUTE 14X14 EA BETWEEN EXHAUST AND GRILLE.

M36 PROVIDE FULL SIZE PLENUM BEHIND OF LOUVER.

M38 INSULATE OA DUCTWORK.

M44 REFER TO VEHICLE EXHAUST DETAIL ON THIS SHEET.

M75 ROUTE 4" EA DOWN THRU WALL AND CONNECT TO DRYER. PROVIDE LINTTRAP IN WALL ABOVE DRYER. REFER TO DRYER VENT EXHAUST DETAIL.

M76 PROVIDE DRYER WALL VENT MODEL DWV4 DRYER VENT HIGHPERFORMANCE LOW PROFILE TERMINATION KIT OR EQUAL.

GENERAL NOTES:• APPROVED MANUFACTURERS: MAGNEGRIP AND PLYMOVENT VEHICLE EXHAUST

VENTILATION SYSTEMS.• VEHICLE EXHAUST SYSTEM MANUFACTURE SHALL PROVIDE ALL WIRING AND COUNDUITE.

ALL EXPOSED WIRE SHALL BE INSTALLED IN CONDUITE, AND CONDUITE SHALL BEPAINTED COLOR CHOSEN BY ARCHITECT. MANUFACTURE SHALL PROVIDE ALLNECESSARY PARTS AND ACCESSAORY TO TURN KEY INSTLLATION AND OPERATION.

1/8" = 1'-0"5

MECHANICAL HVAC FIRST FLOOR - AREA B

BRANCH DUCT

SCHEDULE

MARKBRANCH DUCT

SIZE

DAMPER

S-1 6" DIA.

S-1A 6" DIA.

S-1B 6" DIA.

S-1C 6" DIA.

S-2 8" DIA.

S-2A 8" DIA.

S-3 10" DIA.

S-4 12" DIA

S-5 14"X4"

S-6 12"X4"

S-7 20"X4"

S-8 12"X12"

R-1 6" DIA.

R-2 8" DIA.

R-3 10" DIA.

R-4 12" DIA

R-5 14" DIA.

R-6 46"X22"

R-7 14"X6"

E-1A 6" DIA.

E-2A 8" DIA.

E-3 10" DIA.

E-3A 10" DIA.

E-4 12"X12"

E-5 22"X22"

T-1 6"X6"

T-2 14"X6"

T-3 12"X12"

1/8" = 1'-0"7

CLEAN ROOM SECTION




5 04/13/2017 ADDENDUM A

6 11/09/2017 ADDENDUM 5

5

WD

FD

DS

DS

MECH/ELEC ROOM

147

ERV-1

P-2

P-1

WWHP-1A

P-2

HP-6

12"x

14"

SA

12"x

14"

RA

HP-8

50

CFM

150

CFM

8"ø

OA

16"x16" OA

16"x16" EA

WWHP-1B

6"

GS

VFD

BAS

1

M401

CU-1

RS

HP-7

3

M401

P-5

3" HWS

3" HWS

S-1

100

P-5

4" GS

1 1

/2"

GS

1 1

/2"

GR

3" HWS

2"

GR

2"

GS

3"

HW

R

BPI-8

BPI-7

BPI-6

4" GR

16"x14" OA

16"x16" EA

HS-1

P-4

P-4

P-4

P-4

4" GR

4" GS

6"

GR

4"ø EA

4

M401

M75

M76

M77

M78M78

M74

M74M74

M83

M69

M69

M81

M81

M81

M82

M84

M85

M80

M79

M79

M68

M68

M87

M88

M88

M88

M88

M90

M90

M89

VFD

EF-5

LAUNDRY

148

2" HWR2" HWS

2"

GR

2"

GS

2"

GR

2"

GS

ET-1M95

3" HWR

M99

M97

M96

M98

5

5

M100

6

ERV-116"x16" OA

P-2

14"x16" OA

GS

GR

12"x

14"

RA

HP-8

3

M401

MECH/ELEC ROOM

147

4

M401

BPI-8

2" GS

2" GR

M84

M79

M86

M74

16"x16" OA

1

M401

WH-1WH-1

WWHP-1A

8"ø OA

8"x

12"

SA

14"x

12"

SA

6"ø OA

14"x

12"

RA

P-1P-2

16"x16" OA

16"x16" EA

WWHP-1B

P-4

P-4

P-4

P-4

HS-1

2" HWS

2" GS

2" HWR

2" GR

2" HWS

2" HWR

2" GS

2" GR

2" HWR2" HWS

2" HWR

1 1/2" HWS

1 1/2" HWR

10"x10" RA

14"x12" SAM68

65

CFM

4" GR4" GS

M74

M87

M88M88M81

M81

M69M69

M70BPI-7BPI-8

ET-1

M95

M89

1

M401

VFD

BAS

4" GR4" GS4" GR4" GS

6"

GS

6"

GR

6" GS

2 1/2" HWS

2 1/2" HWS

2 1/2" HWS

2 1/2" HWS

16"x

16"

OA

16"x

16"

EA

3" HWS 4" GS

4" GR

3" HWS

2" GS

MECH/ELEC ROOM

147

4" GS

4" GR

P-5P-5

4" GR

4" GS

M90M88 M88M90

M82

M80

VFD

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SHEET NAME:

SHEET NO:

1 2 3 4 5

DATE:

PROJECT NO.:

SCALE:

DRAWN BY:

CHECKED BY:

ISSUE LOG




WATER ENGINEERING






CONSULTANT:

CITY

OF H OU

STON

TE X A

S





CMTA F-862703/30/2017

11/9

/201

7 3:

16:2

2 P

M


1/4" = 1'-0"

M401

ENLARGEDMECHANICAL ROOM

PLAN

FIRESTATION #55

01.09.17


DEPARTMENT

WBS NO. C-000206-0001-4

15007.01

KK

MRS

1/4" = 1'-0"2

ENLARGED MECHANICAL ROOM

TAGGED NOTES

M68 CONNECT OA DUCT TO RA DUCT. INSTALL MANUAL

BALANCING DAMPER AT RISER AND BALANCE TO CFM

SHOWN ON DRAWING.

M69 ALL HEAT PUMP TO MOUNTED ON DRAIN PAN AND STEEL

SUPPORTS. REFER TO TYPICAL VERTICAL HEAT PUMP

DETAIL ON M500.

M70 INSTALL BPI ON SA DUCT BPI UNIT TO BE INSTALLED ON

STRAIGHT DUCT. TYPICAL OF ALL.

M74 ELECTRICAL EQUIPMENT. REFER TO ELECTRICAL

DRAWINGS. DO NOT ROUTE ANY DUCT OR PIPING ABOVE

ELECTRICAL EQUIPMENT.

M75 ROUTE 4" EA DOWN THRU WALL AND CONNECT TO

DRYER. PROVIDE LINT TRAP IN WALL ABOVE DRYER.

REFER TO DRYER VENT EXHAUST DETAIL.

M76 PROVIDE DRYER WALL VENT MODEL DWV4 DRYER VENT

HIGH PERFORMANCE LOW PROFILE TERMINATION KIT OR

EQUAL.

M77 ROUTE RL/S PIPING DOWN THRU WALL. PENETRATE

EXTERIOR WALL AT 2'-0" AFF. SEAL PIPING PENETRATION

AIR TIGHT AND PROVIDE WATER HOOD AT PENETRATION.

M78 SUPPORT PIPING FROM GRADE. PROVIDE COOPER

B-LINE DURA BLOCK OR EQUAL.

M79 INSULATE EXTERIOR DUCTWORK WITH BOARD

INSULATION WITH ALUMINUM JACKET.

M80 GEOTHERMAL PIPING HEADER. REFER TO GEOTHERMAL

HEADER SCHEMATICS ON M500.

M81 MOUNT PUMP ASSEMBLY ON WALL. TYPICAL.

M82 FIRE PROTECTION EQUIPMENT. REFER TO FIRE

PROTECTION DRAWINGS.

M83 PLUMBING EQUIPMENT. REFER TO PLUMBING DRAWINGS.

M84 MOUNT ERV-1 ON EQUIPMENT PAD. REFER TO CIVIL

DRAWINGS. IF THE UNIT IS DIFFERENT FROM BASE OF

DESIGN, IT IS MECHANICAL CONTRACTOR TO

RESPONSIBILITY TO PROVIDE ADDITIONAL CONCRETE

PAD.

M85 MOUNT CU-1 ON EQUIPMENT PAD. REFER TO CIVIL

DRAWINGS. IF THE UNIT IS DIFFERENT FROM BASE OF

DESIGN, IT IS MECHANICAL CONTRACTOR TO

RESPONSIBILITY TO PROVIDE ADDITIONAL CONCRETE

PAD.

M86 SEAL DUCT PENETRATION AIR TIGHT, AND PROVIDE

WEATHER HOOD OVER WALL PENETRATION.

M87 INSTALL HYDRONIC SEPARATOR FROM STRUCTURE

ABOVE.

M88 PROVIDE 4" EQUIPMENT PAD UNDER MECHANICAL

EQUIPMENT.

M89 3/4" MANUAL AIR VENT PIPING. INSTALL BALL VALVE AT

3'-0" AFF. PROVIDE HOSE CONNECTION AT END OF PIPE.

M90 REFER TO VERTICAL INLINE PUMP DETAIL.

M95 SUPPORT EXPANSION TANK FROM STRUCTURE.

M96 TWO WAY CONTROL VALVE. REFER TO HYDRONIC

HEATING PIPING SCHEMATIC ON M501 FOR DETAIL.

M97 BALL VALVE. TYPICAL.

M98 BUTTERFLY VALVE. TYPICAL.

M99 THREE WAY CONTROL VALVE. REFER TO HYDRONIC

HEATING PIPING SCHEMATIC ON M501 FOR DETAIL.

M100 PROVIDE FILL PIPING SYSTEM FOR GEOTHERMAL PIPING

AND HYDRONIC PIPING IN THIS AREA. REFER TO FILL

SYSTEM SCHEMATIC ON M501 FOR DETAIL.

BRANCH PIPING

SCHEDULE

SYMBOL

GS/R PIPING

SIZE

CONDENSATE

PIPING SIZE

HP-1 1" 3/4"

HP-2 1" 3/4"

HP-3 1" 3/4"

HP-4 1 1/2" 1 1/4"

HP-5 1 1/4" 1"

HP-6 1 1/4" 1"

HP-7 1" 3/4"

HP-8 1 1/4" 1"

HP-9 3/4" 3/4"

1/4" = 1'-0"1

ENLARGED MECHANICAL ROOM - 1

1/4" = 1'-0"3


1/4" = 1'-0"4






5 04/13/2017 ADDENDUM A

6 11/09/2017 ADDENDUM 5

5

AIR FLOW

45°

MANUAL DAMPER

TWO INCH QUADRANT OPERATOR EXTENSION.

REFER TO SPECS FOR DUCT SEALANT REQUIREMENTS

AT FITTINGS, JOINTS, ETC.

RECTANGULAR SUPPLY AIR BRANCH DUCT.

BE A 45° TRANSITION TO BRANCH DUCT SIZE

RECTANGULAR BRANCH TAKE-OFF SHALL

RECTANGULAR MAIN DUCT

INSULATION WHERE REQUIRED. SEE SPECIFICATIONS.

20 GA STEEL PANEL SIZE SHALL BE1" LARGER THAN WALL OPENING INALL DIRECTIONS. PAINT TO MATCHWALL.

FASTENER (TYPICAL OF 4) PAINTTO MATCH WALL

DOUBLE WALL ROUND DUCT

WALL

SUPPORT FROM WALL

HWR

HWS

HWR

HWSHWR

HWS

HW

S

HW

R

GR

GS

GR

GS

HW

S

HW

R

GR

GS

GR

GS

Ts Ts Ts Ts

DP DP

HWR

HWS

HWR

HWS

GR

GS

TOGEOTHERMALWELL FIELD

GR

GS

GR

GS

HW

R

Ts

FILL

HWR

HW

R

Ts

NC

SUPPORT FROM WALL

NC

KEYNOTES:

1. REFER TO VERTICAL PUMP ASSEMBLEY DETAIL ON M500.

2. PROVIDE FULL SIZE BYPASS CONNECTION FROM GS TO GR PIPING FOR FLUSHING AND AIR REMOVAL. CLOSE BYPASS VALVE UPON COMPLETION OF FLUSHING AND PURGING.

3. PROVIDE A 4" THICK CONCRETE PAD

4. 2" THICK VIBRATION ISOLATION PAD (RUBBER OR CORK) AT UNIT BASE

5. 3/4" BALL VALVE WITH HOSE THREAD CONNECTION

6. AUTOMATIC AIR VENT, TYPICAL.

7. AUTOMATIC AIR VENT. PIPE TO FLOOR DRAIN

8. REFER TO FILL SYSTEM DEATIL ON THIS SHEET AND PIPE ROUTING ON ENLARGED MECHANICAL PLAN ON SHEET M400 FOR CONTINUATION.

9. INSTALL AND SUPPORT EXPANSION TANK FROM STRUCTURAL ABOVE

10. SPILL DRAIN PIPING TO NEAREST FLOOR DRAIN.

11. REFER TO VERTICAL PUMP DETAIL ON M500.

2

1 1

43

1 1

NC22

55

3

6

7

8

9

10

WWHP-1BWWHP-1A

P

Ts

P-5 P-5

HS-1

HW

S

HW

S

HW

S

HW

S

HWS

HWR

REFER TO HYDRONICHEATING DETAIL ONTHIS SHEET.

NC

11 11

P-4

5 P-4

5

P-4

5

P-4

5

ET-1

5

5

5

5

55

REFER TOPLUMBINGDRAWINGS.

VAD

APPARATUS BAY

TS TS

VAD

GEOTHERMAL WATERTO WATER HEAT PUMPPIPING SCCHEMTAIC.

HWS

HWR2"

2"

1½"

1½"

ST-1A ST-1B

DP

1½"

1½"

PETES PLUG.TYPICAL OF ALL.

THREE WAYCONTROLVALVE

TWO WAYCONTROL VALVE

T

HWS

HWR

5

5

CONNECTED TOPIPING MAIN.

HWSHWR

VAD-1

BALANCING VALVE

BALL VALVE

3/4"

CEILING

NOTES:

1. SUPPORT DUCTWORK, DIFFUSERS, ETC. INDEPENDANTLY OFCEILING SYSTEM

2. PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS TO GRILLES,REGISTERS, AND DIFFUSERS, INCLUDING RECTANGULARBRANCH DUCTS.

EXTERNAL INSULATION(WHERE REQUIRED-SEESPECIFICATIONS)

2'' EXTENSION ANDLOCKING QUADRANTOPERATOR

REFER TO SPECS FOR DUCTSEALANT REQUIREMENTS ATFITTING, JOINTS, ETC.

DIFFUSER DAMPER INDIFFUSERS LOCATED INHARD CEILINGS

PROVIDE TRANSITION WHEREREQUIRED. PAINT ALL SHEETMETAL (VISIBLE THROUGHGRILLE) PER SPECIFICATIONS.

THE MAX. LENGTH OFFLEX DUCTWORK SHALLNOT EXCEED 6'-0".

CONNECT WITH A MIN. OF THREESCREWS SPACED A MAX. OF 6'' APART.DUCT SHALL BE SECURED WITH PANDUITTYPE STRIP AND A MIN. OF 2 COMPLETEWRAPS OF DUCT TAPE.

RIGID ROUND DUCT.(LENGTH AS REQUIRED)

ROUND VOLUME DAMPER. (REFER TOSPECS) DO NOT PROVIDE VOLUME DAMPERABOVE HARD CEILINGS.

FLEXMASTER OREQUAL BELLMOUTHSPIN-IN COLLARFITTING.

RECTANGULAR MAINDUCT. (SEE SPECFOR INSULATION)

NORMALLYCLOSEDFULL SIZE BYPASSVALVE

AUTO FILL VALVE

PP

F

FLOW METER

MECHANICAL

CONTRACTOR TO HYDRONICSYSTEM ORGEOTHERMALPIPING

PRV - SET @ 15 PSI

3/4" DRAIN

PLUMBING

CONTRACTOR

3/4"

WATER HAMMERARRESTER

3/4"

3/4"3/4"

BACKFLOW PREVENTOR

R

EGI

XTEO

STE

SAATS

ERE

NI

RE

D

LANOS

ES

FORP

I

F TE

GNE

104015

MARK SEIBERT

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ARCHITECT:

OTHER APPROVALS



SHEET NAME:

SHEET NO:

1 2 3 4 5

DATE:

PROJECT NO.:

SCALE:

DRAWN BY:

CHECKED BY:

ISSUE LOG




WATER ENGINEERING






CONSULTANT:

CITY

OF H OU

STON

TE X A

S





CMTA F-862703/30/2017

11/1

3/20

17 1

2:01

:28

PM

As indicated

M501

MECHANICAL DETAIL

FIRESTATION #55

01.09.17



DEPARTMENT

WBS NO. C-000206-0001-4

15007.01

KK

MRS

NTS5

TYPICAL RECTANGULAR BRANCH DUCT TAKEOFF

NTS2

EXPOSED DUCT WALL PENETRATION DEATAIL

NOT TO SCALE1

GEOTHERMAL WATER TO WATER HEAT PUMP PIPING SCHEMATIC

NOT TO SCALE3

HYDRONIC HEATING

NOT TO SCALE4

VARTICAL AIR DELIVERY UNIT DETAIL

NOT TO SCALE6

TYPICAL ROUND BRANCH DUCT DETAIL



5 04/13/2017 ADDENDUM A

6 11/09/2017 ADDENDUM 5

NOT TO SCALE7

FILL SYSTEM SCHEMATIC

6

RRRR

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SSSSTTTT EEEE

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SHEET NAME:

SHEET NO:

1 2 3 4 5

DATE:

PROJECT NO.:

SCALE:

DRAWN BY:

CHECKED BY:

ISSUE LOG




WATER ENGINEERING






CONSULTANT:

CITY

OF H OU

STON

TE X A

S





CMTA F-862703/30/2017

11/9

/201

7 3:

14:3

3 P

M


M600

MECHCANICALSCHEDULE

FIRESTATION #55

01.09.17


DEPARTMENT

WBS NO. C-000206-0001-4

15007.01

KK

MRS

REGISTERS, GRILLES, AND DIFFUSERS

MARK MANUF. MODEL TYPE GRILLE SIZE NECK SIZEINLET DUCT

SIZE CFMTHROW

PATTERN REMARKS

S-1 PRICE AMD EXTRUDED ALUMINUM CONSTRUCTION, SQUARE LOUVERED FACE 24"X24" 6"X6" 6" DIA. 0-100 4-WAY 1, 3, 4

S-1A PRICE AMD EXTRUDED ALUMINUM CONSTRUCTION, SQUARE LOUVERED FACE 12"X12" 6"X6" 6" DIA. 0-100 4-WAY 1, 3, 4

S-1B PRICE AMD EXTRUDED ALUMINUM CONSTRUCTION, SQUARE LOUVERED FACE 24"X24" 6"X6" 6" DIA. 0-100 2-WAY 1, 3, 4

S-1C PRICE AMD EXTRUDED ALUMINUM CONSTRUCTION, SQUARE LOUVERED FACE 24"X24" 6"X6" 6" DIA. 0-100 3-WAY 1, 3, 4


S-2A PRICE AMD EXTRUDED ALUMINUM CONSTRUCTION, SQUARE LOUVERED FACE 24"X24" 9"X9" 8" DIA. 101-225 4-WAY 1, 3, 4


S-4 PRICE AMD EXTRUDED ALUMINUM CONSTRUCTION, SQUARE LOUVERED FACE 24"X24" 12"X12" 12" DIA 401-600 4-WAY 1, 3, 4

S-5 PRICE 22 EXTRUDED ALUMINUM , DOUBLE DEFLECTION, AEROBLADE 3/4" SPACING 16"X6" 14"X4" 14"X4" 235 - 2, 5

S-6 PRICE 22 EXTRUDED ALUMINUM , DOUBLE DEFLECTION, AEROBLADE 3/4" SPACING 14"X6" 12"X4" 12"X4" 180-195 - 2, 5

S-7 PRICE 22 EXTRUDED ALUMINUM , DOUBLE DEFLECTION, AEROBLADE 3/4" SPACING 22"X6" 20"X4" 20"X4" 310 - 2, 5

S-8 PRICE 620 EXTRUDED ALUMINUM , DOUBLE DEFLECTION, 3/4" SPACING 14"X14" 12"X12" 12"X12" NA - 2, 5

R-1 PRICE 80 EXTRUDED ALUMINUM FRAME WITH 1/2" CUBE CORE 24"X24" 22"x22" 6" DIA. 0-100 - 1, 3, 4

R-2 PRICE 80 EXTRUDED ALUMINUM FRAME WITH 1/2" CUBE CORE 24"X24" 9"X9" 8" DIA. 101-225 - 1, 3, 4


R-4 PRICE 80 EXTRUDED ALUMINUM FRAME WITH 1/2" CUBE CORE 24"X24" 14"X14" 12" DIA 401-600 - 1, 3, 4


R-6 PRICE 80 EXTRUDED ALUMINUM FRAME WITH 1/2" CUBE CORE 48"X24" 46"X22" 46"X22" NA - 1, 3, 4

R-7 PRICE 630 EXTRUDED ALUMINUM HORIZ. 35 DEGREES DEFL. 3/4" LOUVER SPACING 14"X6" 14"X6" 14"X6" 340 2, 5

E-1A PRICE 80 EXTRUDED ALUMINUM FRAME WITH 1/2" CUBE CORE 12"X12" 6"X6" 6" DIA. 0-100 - 1, 3, 4


E-3 PRICE 80 EXTRUDED ALUMINUM FRAME WITH 1/2" CUBE CORE 24"X24" 12"X12" 10" DIA. 226-375 - 1, 3, 4


E-4 PRICE 630 EXTRUDED ALUMINUM HORIZ. 35 DEGREES DEFL. 3/4" LOUVER SPACING 14"X14" 12"X12" 12"X12" NA - 1, 3, 4

E-5 PRICE 80 EXTRUDED ALUMINUM FRAME WITH 1/2" CUBE CORE 24"X24" 22"X22" 22"X22" NA - 1, 3, 4

T-1 PRICE 80 EXTRUDED ALUMINUM FRAME WITH 1/2" CUBE CORE 24"X24" 22"X22" - NA - 1, 3, 4

T-2 PRICE 630 EXTRUDED ALUMINUM HORIZ. 35 DEGREES DEFL. 3/4" LOUVER SPACING 16"X8" 14"X6" 14"X6" NA - 2, 5

T-3 PRICE 630 EXTRUDED ALUMINUM HORIZ. 35 DEGREES DEFL. 3/4" LOUVER SPACING 14"X14" 12"X12" 12"X12" NA - 2, 5

WATER SOURCE HEAT PUMP

SYMBOL AREA SERVEDMANUFACTURER

AND MODEL TYPESUPPLYCFM/ESP

ELEC.V/PHASE/HZ MCA/MOP GPM/WPD

NUMBER OFSTAGES

COOLING -- EAT @ 77°F DB/ 58% RH, EWT @ 92°F HEATING --- EAT @ 65F, EWT @ 70F

BI-POLARIONIZATION

TOTALCOOLINGCAPACITY

(MBH)

SENSIBLECAPACITY

(MBH)

HEAT OFREJECTION

(MBH) EER @ AHRI

TOTALHEATINGCAPACITY

HEAT OFABSORPTION

(MBH) COP @ AHRI

HP-1 CHIEF'S OFFICE FLORIDA HEATPUMP / EP-18

VERTICAL 490/ 0.5" 208/1/60 12.1/ 15 4.3/ 7.9 1 17.5 11.7 21.3 14.6 22.3 18.1 5.2 PLASMA AIRMODEL 7000

HP-2 CAPTANS' OFFICE OFFICE

FLORIDA HEATPUMP / LM-24

VERTICAL 600 /.5" 208/3/60 10.9/15 5.7/5.1 2 23 14.7 28.3 13.9 30 24.1 4.8 PLASMA AIRMODEL 7000

HP-3 LOBBY FLORIDA HEATPUMP / LM-24

VERTICAL 625 / .5" 208/3/60 10.9/15 5.8/5.1 2 23.1 15.0 28.4 13.9 30.2 24.3 4.9 PLASMA AIRMODEL 7000

HP-4 TVLOUNGE_KITCHEN

FLORIDA HEATPUMP / LM-70

VERTICAL 1470/0.5" 208/3/60 31.1/45 16.5/5.9 2 65.1 43.8 81.5 13.1 90.3 71.5 4.9 PLASMA AIRMODEL 7000

HP-5 SLEEPING ROOM FLORIDA HEATPUMP / LM-48

VERTICAL 1200/0.5" 208/3/60 24.3/35 11.2/7.6 2 45.1 29.3 55.4 14.1 59 47.3 5.0 PLASMA AIRMODEL 7000

HP-6 FITNESS ROOM FLORIDA HEATPUMP / LM-36


HP-7 STUDY ROOM FLORIDA HEATPUMP / EP-18

VERTICAL 400/0.5" 208/1/60 12.1/15 4.15/7.4 1 17 10.7 20.7 14.5 21.7 17.4 4.8 PLASMA AIRMODEL 7000

HP-8 COMMUNICATION FLORIDA HEATPUMP / LM-36


HP-9 CLEAN ROOM FLORIDA HEATPUMP / LV-09

HORIZONTAL 180/ 0.5" 208/1/60 5.2/15 1.92/ 3.6 1 7.7 5.02.8 9.5 11.9 10.2 8.2 4.7 PLASMA AIRMODEL 7000

ENERGY RECOVERY UNIT SCHEDULE

SYMBOLMANUFACTURE AND

MODELELEC.

V/PHASE/HZMCA/MOP

SUPPLYCFM/ESP/RPM

SUPPLY FANHP/TYPE

EXHAUSTCFM/ESP/RPM

EXHAUST FANHP/TYPE

EFFECTIVENESSEAT (SUMMER)

- DB/WBLAT (SUMMER)

- DB/WBEAT (WINTER)

- DB/WBLAT (WINTER) -

DB/WBEAT (SUMMER) EAT (WINTER)

ERV-1 GREENHECK ERV -20-15L 208/3/60 9.9/15 1,400/1.0/1,543 1/BELT 1,400/.75/1,513 1/BELT 76.8 93/77 78.3/65.6 27/22.7 62.0/49.6 74 / 60% (RH) 68/35%(RH)

EXHAUST FAN SCHEDULE

SYMBOL MANUFACTURER AND MODEL TYPE AREA SERVED CFM/TSP FAN HPELEC.

V/PHASE/HZ SONES REMARKS

EF-1 GREENHECK SQ-70 INLINE DIRECT DRIVE LAWN MAINTENANCE 300/0.1 1/10 120/1/60 6.6 2

EF-2 GREENHECK SQ-70 INLINE DIRECT DRIVE HOSE MAINTENANCE 300/0.1 1/10 120/1/60 6.6 2

EF-3 GREENHECK G-095-D UP BLAST ROOFMOUNTED DIRECT DRIVE

GEAR LOCKER 1,000/0.125 1/8 120/1/60 9.3 2, 5, 8, 9

EF-4 GREENHECK SE2-24-625-B15-VGD SIDEWALL DIRECT DRIVE APPARATUS BAY 3100 MAX. 1500 MIN. / 0.1 1 1/2 208/3/60 13.5 1, 2, 3, 7

EF-5 FANTECH DBF4XLT DRYER BOOSTER IN-LINE MAINTENACE144_LANDRY 148

NA 83 WATT 120/1/60 - 2, 6

TF-1 GREENHECK SP-A110 CEILING MOUNTED FAN CLOSET 117A 100/0.125 13 WATTS 120/1/60 0.3 2, 5

WATER TO WATER HEAT PUMP SCHEDULE

SYMBOLMANUFACTURE AND

MODEL TYPEELEC.

V/PHASE/HZ MCA/MOPNUMBER OF

STAGESGPM/WPD

(EVAP.)GPM/WPD(COND.)

EVAP. EWT/LWT(HEATING)

COND.EWT/LWT(HEATING) COP @ AHRI

WWHP-1A FLORIDA HEAT PUMP /WW240

WATER TO WATERHEAT PUMP

208/3/60 74.9 / 100 2 37.0 / 4.5 FT 43.0 / 7.2FT 114.0°F/130.0°F 65.0°F / 55.0°F 3.6

WWHP-1B FLORIDA HEAT PUMP /WW240

WATER TO WATERHEAT PUMP

208/3/60 74.9 / 100 2 37.0 / 4.5 FT 43.0 / 7.2FT 114.0°F/ 129.9°F 65.0°F/ 55.1°F 3.6

PUMP SCHEDULE

MARK MANUFACTURER TYPEFLOWRATE/HEAD

(GPM/FT)PUMP HP

ELEC.V/PHASE/HZ

REMARKS

P-1 GRUNDFOS UPS 26-99 6.5 / 30 1/6 120/ 1 /60 1,2,3

P-2 GRUNDFOS UPS 26-99 18.5 / 36 1/6 120/ 1 /60 1,2,3

P-3 GRUNDFOS UPS 26-99 15 / 35 1/3 120/1/60 1,2,3

P-4 GRUNDFOS UPS 40-160 43 / 35 3/4 120/1/60 1,2,3

P-5 ARMSTRONG CWP-1/2 60 / 30 1 208/3/60 4,5

NOTES:

1. PROVIDE PUMPS WITH PUMP SYSTEM SIMILAR TO GEO-SYSTEM USA - GLP MODEL. P-1, P-2, P-3PUMPS SHALL BE PUSH AND PULL PUMPING SYSTEM. THE PUMP SYSTEMS INCLUDE ISOLATIONFLANGE ON BOTH SIDES OF THE PUMP, STRAINER ON UPSTREAM OF THE PUMP SYSTEM AND PUMPDISCONNECT SWITCH. EACH UNIT SHALL BE LEAK TESTED BEFORE DELIVERY. REFER TO DETAIL FORADDITIONAL INFORMATION.

2. APPROVED PUMP P-1 MANUFACTURERS ARE BELL & GOSSETT, AND GRUNDFOS.3. PROVIDE WITH DISCONNECT.4. PROVIDE UNIT WITH VFD.5. PUMP SHALL BE PROVIDE WITH SUCTION DIFFUSERS AND TRIPLE DUTY VALVE.

VERTICAL AIR DELIVERY UNIT SCHEDULE

SYMBOLHEATINGCAPACITY

(MBH)GPM/WPD EWT/LWT AREA SERVED CFM/TSP FAN HP

ELEC.V/PHASE/HZ

MANUFACTUREAND MODEL

TYPE

VAD-1 15.3 2.9 / 0.5FT 130°F / 119°F APPARATUS BAY 950 1/30 120/1/60 MODINE V42S VERTICAL

VEHICLE EXHAUST SYSTEM

SYMBOLMANUFACTURE

AND MODEL TYPE AREA SERVED CFM/TSP FAN HPELEC.

V/PHASE/HZ SONES

REMARKS:1. PROVIDE WITH HEATPUMP WITH INTEGRAL DISCONNECT. IF OTHER MANUFACTURE WAS SELECTED. IT IS MANUFACTURER'S RESPONSIBILITY TO PROVIDE DISCONNECT AND MECHANICAL CONTRACTOR TO FIND LOCATION FOR THE DISCONNECT.

REMARKS;1. PROVIDE HASP LOCK ON EACH ACCESS DOOR.2. PROVIDE (3) SETS OF KEYS TO OWNER AFTER

COMPLETION OF PROJECT.

SPLIT SYSTEM INDOOR UNIT SCHEDULEMARK MANUF. MODEL CFM

AC-1 LG LS240 800

SPLIT SYSTEM OUTDOOR UNIT SCHEDULE

MARK MANUF. MODELTOTAL COOLING

CAP. (MBH)MINIMUM

SEER

ELECTRICAL

MCA MOP VOLTAGE PHASE

CU-1 LG LSU240 24000 20.0 19 A 25 A 230 V 1

REMARKS:1. INDOOR UNIT POWER SHALL BE COMING FROM THE OUTDOOR UNIT. ELECTRICAL CONTRACTOR

TO PROVIDE SNAP SWITCH FOR MEANS OF DISCONNECT FOR INDOOR UNIT.2. THE MDF ROOM TEMPERATURE SET POINT SHALL BE 80F.3. THE UNIT SHALL BE SELECTED WITH THE OUTDOOR AMBIENT TEMPERATURE AT 110 EGRESS.4. HIGH TEMPERATURE LIMIT SHALL BE CONNECTED TO INTRUSION SYSTEM.5. PROVIDE WITH UNIT MOUNTED TEMPERATURE SENSOR. (TEMPERATURE SENSOR SHOWN ON

THE DRAWING IS SEPARATE TEMPERATURE SENSOR CONNECTED TO SECURITY SYSTEM.)

REFER TO M202 MECHANICAL AREA B PLAN FOR EQUIPMENT SCHEDULE AND DETAILS

REMARKS:

1. PROVIDE FAN WITH FAN SPEED SELECTOR CAPABLE OF CHANGING SPEEDS TO HALF OF MAXIMUM CFM FROM BAS COMMAND.2. PROVIDE WITH INTEGRAL DISCONNECT.3. FAN MOTOR SHALL BE ECM WITH 0-10V CONTROL PLUG. FAN SHLL BE ABLE TO SPEED UP AND SLOW DOWN BY BAS.4. FAN SHALL BE CONTROLLED WITH WALL MOUNTED TEMPERATURE SENSOR.5. PROVIDE WITH BACK DRAFT DAMPER.6. INTEGRATE FAN CONTROL WITH DRYER.7. PROVIDE WITH SHORT FAN HOUSING WITH GUARD.8. PROVIDE WITH 12" ROOF CURB FOR SLOPED ROOF.9. PROVIDE WITH MOTORIZED DAMPER. MOTORIZED DAMPER SHALL BE CLASS I. THE DAMPERS SHALL HAVE AN AIR LEAKAGE RATE NOT GREATER THAN 4 CFM/FT2 (20.3

L/S %C2%B7M2) OF DAMPER SURFACE AREA AT 1.0 INCH WATER GAUGE (249 PA) AND SHALL BE LABELED BY AN APPROVED AGENCY WHEN TESTED IN ACCORDANCEWITH AMCA 500D FORSUCH PURPOSE

LARGE CEILING FAN SCHEDULE

SYMBOLMANUFACTURER AND

MODEL TYPE AREA SERVED FAN HPELEC.

V/PHASE/HZ REMARKS

CF-1 BIG ASS SOLUTIONHAIKU

HVLS 52" FAN GEAR LOCKER /SLEEPING

32 WATTS 120/1/60 1, 2, 3, 6, 8


HVLS 60" FAN CHIEFS ROOM /CAPTAINS OFFICE

30 WATTS 120/1/60 1, 2, 3, 6, 8


HVLS 84" FAN WORKOUT / EXTERIOR 52 WATTS 120/1/60 1, 2, 4, 5, 7, 8

CF-4 BIGASS SOLUTIONESSENSE

HVLS 10 FT FAN DINNING ROOM /APPARATUS BAY

425 WATTS 120/1/60 1, 2, 4, 5, 8, 9

REMARKS:

1. PROVIDE WITH INTEGRAL DISCONNECT.2. ALL FAN SHALL NOT HAVE ANY SWITCHES AT FAN. ALL SWITCHES MUST BE LOCATED AT FAN CONTROLLER FOR OPERATION OR

MAINTENANCE.3. FAN CONTROL SHALL BE ON OR OFF SWITCH ONLY. ELECTRICAL CONTRACTOR TO PROVIDE SWITCHES.4. FAN CONTROLLER SHALL BE PROVIDED BY THE MANUFACTURE AND BE ABLE TO CONNECT TO BAS.5. FAN CONTROLLER SHALL BE ABLE TO TURN ON OR OFF AND CHANGE IT'S FAN SPEED. CONTROL WIRING TO BE INSTALLED IN THE

CONDUIT. COORDINATE WITH ELECTRICAL CONTRACTOR FOR CONDUIT ROUTING. FAN MANUFACTURE TO PROVIDE NECESSARYWIRING FROM FAN TO CONTROLLER.

6. FAN BLADE SHALL HAVE BANBOO FINISH, AND HARDWARE FINISHES TO BE CHOSEN BY ARHCITECT.7. PROVIDE NECESSARY SUPPORT FOR FAN THAT MOUNTED OUTSIDE OF BUILDING TO WITHSTAND 130 MPH WIND.8. BIGASS FAN LOGO SHALL NOT BE SEEN FROM FLOOR LEVEL.9. MECHANICAL CONTRACTOR TO PROVIDE NECESSARY STEEL SUPPORT TO INSTALLED FAN FROM STRUCTURE.

NOTES:

1. UNIT SHALL BE PROVIDED WITH SNAP SWITCH FOR MEANS OF DISCONNECT.

LOUVER SCHEDULE

MARK MANUFACTURE MODEL SERVICE CFM/APD DEPTHPHYSICAL

SIZE

FREEAREA

(SQFT) FINISH COLORBIRD

SCREENDRAINBLADE

L-2 GREENHECK EDD-601 APPRATUSBAY

4,650/0.08 6" 90"X24" 8.5SQFT CLEARANODIZE

CHOSEN BYARCHITECT

YES YES

BI-POLAR IONIZATION SYSTEM

MARK MANUF./MODEL SERVICE CFMELECTRICAL(V/PHSE/HZ) POWER CONFIGULATION

BPI-1 PLASMA AIR/7000 HP-1 490 120/1/60 2VA DUCT MOUNTED



BPI-4 PLASMA AIR/7000 HP-4 1,470 120/1/60 2VA DUCT MOUNTED

BPI-5 PLASMA AIR/7000 HP-5 1,200 120/1/60 2VA DUCT MOUNTED




HOOD SCHEDULE

MARK MANUF. MODEL SERVICE CFM/APD

DIMENSION

THROAT SIZE OVERALL SIZEMAX HEIGHT

INCLUDING CURB

IH-1 GREENHECK FGI APPRATUS BAY 4,650/0.71 30"X30" 36"X36" 31"

REMARKS:

1. PROVIDE WITH 12" ROOF CURB FOR SLOPED ROOF.

REMARKS;1. CEILING T-BAR MOUNTED IN 24"X24" ALUMINUM PANEL, UNLESS MARKED WITH AN "A".2. SIDE WALL OR DUCT MOUNTED.3. INLET TRANSITION BOX, ROUND TO RECTANDULAR.4. WHITE IN COLOR.5. PROVIDE WITH PRIMER FINISH. PAINT COLOR CHOSEN BY ARCHITECT.

GENRAL NOTE;1. GRD'S MARKED WITH AN "A" ARE CEILING SURFACE MOUNTED.2. GRD'S MARKED WITH AN "B" ARE 2-WAY DIRECTIONAL DIFFUSER.3. GRD'S MARKED WITH AN "C" ARE 3-WAY DIRECTIONAL DIFFUSER.





5 04/13/2017 ADDENDUM A

6 11/09/2017 ADDENDUM 5

HYDRONIC SEPARATOR SCHEDULEMARK MANUF./MODEL TYPE GPM/WSD PIPE SIZE

HS-1 SPIROTHERMVXN300

AIR/DIRTSEPARATOR

60/0.35FT 3"

REMARKS:

1. ALLOWABLE MANUFACTURE SHALL BE SPIROTHERM AND CALEFFI.2. INSULATED TANK WITH 2" INSULATION.3. PROVIDE UNIT WITH REMOVABLE HEAD.

5

5

5

5

5

5

5

5

5

5

5

5

5

5

EXPANSION TANK SCHEDULEMARK MANUF./MODEL SERVICE ACCEPT. VOLUME TOTAL VOLUME PHYSICAL SIZE

ET-1 B&G D-100 HYDORNICHOT WATER

22.6 55.7 16.25"X69"

5

5

ELECTRICAL HEATER SCHEDULE

MARK MANUF. MODEL SERVICECAPACITY

(KW) AMPSELEC.

(V/PHSE/HZ) REMARKS

EH-1A MARKEL F2F5107 GEARLOCKER 145

7.5 20.8 208/3/60 1,2,3,4,5

EH-1B MARKEL F2F5107 GEARLOCKER 145

7.5 20.8 208/3/60 1,2,3,4,5

EH-2 MARKEL F1F5103 MAINTENACE144

3.3 9.17 208/3/60 2,3,4,5,6

REMARKS:

1. MOUNT UNIT HORIZONTALLY TO CEILING.2. PROIVDE WITH LOUVER DIFFUSER.3. UNIT SHALL BE CONTROLLED BY WALL MOUNTED THERMOSTAT.4. PROVIDE WITH INTEGRAL DISCONNECT.5. UNIT SHALL MAINTAIN SPACED TEMPERTURE AT 60 DEGREES.6. PROVIDE WALL MOUNTED BRACKET AND UNIT SHALL BE INSTALLED 8'-0" AFF.

6

RE

F.

RE

F.

REF.

REF.

30

X4

8

WDFDFD

FD

FD

FD

FD

FD

DS

DS

DS

DS

DS

DS

DS

DS

DS DS DS DS DS

DS

DS

FX

DS

1

5

B

C

FD E

2

3

4

AF.2F.3

SLEEPING ROOM

130

SLEEPING ROOM

131

SLEEPING ROOM

132

SLEEPING ROOM

133

SLEEPING ROOM

134SLEEPING ROOM

135

SLEEPING ROOM

136

SLEEPING ROOM

137

MEN'S RR

126

STORAGE

124

MECH/ELEC ROOM

147

LOCKER ROOM

127


123

STUDY ROOM

122FITNESS ROOM

121

JANITOR

116

CHIEF SLEEPING ROOM

115

CHIEF OFFICE

114

CAPTAIN SLEEPING 1

109

CAPTAIN SLEEPING 2

108

?

?

TREATMENT ROOM

103

PUBLIC RR

104

LOBBY

101

WATCH ROOM

105

KITCHEN

117

CAPTAINS OFFICE

107

DINING ROOM

118

TV LOUNGE

119

?

?

?

?

?

?

HALL

120

P-4

P-4

P-5

P-6

P-7 P-7 P-7 P-7

P-7

FPWH

FPWH

FD-1

FD-1

FD-1

FS-1

P-2

P-2

P-1A

P-1A

WCO

P-9

P-9

P-9

P-9

CO

WCO

WCO

WCO

WCO

WCO

FPWH

1 1/4" G1 1/4" G

HB

HB

HB

HB

P-1

P-1AFD-1

P-2

P-2

P-2

P-3

P-3P-1A

P-2

P-2

P-2

P-1

FD-2

P-1

FD-1

P211

3

COCO

CO

ECOCO

CO

4" SAN

3"2"1/2" 1/2"

1 1/2"2"

3/4

"3

/4"3/4

"3

/4"

2" 3/4"2"

3/4" 2"

1"

1/2

"2

"

1 1/4" 1/2"3/4"

1 1

/4"

1 1

/4"

1/2

"

3/4"

2"

1 1

/2"

1/2

"

3" V

1 1/2" V

3/4

"

3/4"

ECO

1 1/2"3/4"

CO

TD-2TD-2

TD-2TD-2

P-4A

P-4B

P-10

WCO

WCO

1 1

/4"

G 1 1

/2"

V

1"1/2"

2"

4" V

4"VTR

FD-1

P9

P9

ECO

P14

P12

P13

P24

3" V1 1/4"

1/2"

3/4"

P10

P16

P17

P18

P19

P18

P27

3/4

"

P33 P32

WCO

WCO

4" SAN

2"

V

2"

V

5

5

5

2"

5

5

5

5

FD-2

FD-2

HB

FD-2

FD-2

3" V3" V

2"

V

2" V

2"

V

4" VTR

2"

V

CO

FD-2

FD-2

ST-1A

ST-1B

DP-1A DP-1B

FD-2

FPWH

HB

FD-2

CO

FD-2

4" VTR

2"

1/2

"

1"

2"

3/4"

3"

3"

2"

3"

2"

2"

1/2"

1/2"

2"

3"

2"

P29

P30

P31

3/4

"

2"

V

2"

V

2" V

2"

V

2"

V

5

5

3/4

"

P35 P35

6

GENERAL NOTE:

ALL HOT WATER SUPPLY AND RETURN PIPING SHALL BE INSULATED WITH INSULATION WITHCONDUCTIVITY RATING OF 0.21-0.28 BTU*IN/(H*FT2*F). PIPING BELOW 1-1/2" PIPING SHALL BEINSULATED WITH 1" AND 1-1/2" PIPING AND ABOVE SHALL BE INSULATED WITH 1-1/2" INSULATION.

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1 2 3 4 5

A

B

C

D



A

B

C

D

PROJECT NAME:

SEAL:

ARCHITECT:

OTHER APPROVALS



SHEET NAME:

SHEET NO:

1 2 3 4 5

DATE:

PROJECT NO.:

SCALE:

DRAWN BY:

CHECKED BY:

ISSUE LOG




WATER ENGINEERING






CONSULTANT:

CITY

OF H OU

STON

TE X A

S





CMTA F-862703/30/2017

11/9

/201

7 3:

13:5

3 P

M


As indicated

P211

PLUMBING AREA APLAN

FIRESTATION #55

01.09.17


DEPARTMENT

WBS NO. C-000206-0001-4

15007.01

KK

MRS

1/8" = 1'-0"1

PLUMBING FIRST FLOOR - AREA A

1/4" = 1'-0"2

PLUMBING MECHANICAL PLATFORM

1/4" = 1'-0"3

ENLARGED PLUMBING FIRST FLOOR

TAGGED NOTES

P9 PROVIDE ISLAND VENT IN CASEWORK. PROVIDE CLEAN OUT ON FOOT VENT.

P10 ROUTE ALL PIPING IN SOFFIT. REFER TO ARCHITECTURAL DRAWINGS.

P12 ROUTE 3/4" GAS PIPING THRU CASEWORK FROM 1-1/4" GAS MAIN IN WALL.CONNECT TO GAS RANGE.

P13 ROUTE 3/4" GAS PIPING THRU CASEWORK FROM 1-1/4" GAS MAIN IN WALL,AND PENETRATE EXTERIOR WALL. PROVIDE SHUT OFF VALVE INSIDE OFCASEWORK. COORDINATE OWNER FOR PIPING CONNECTION FITTING AT ENDOF PIPE.

P14 PROVIDE DOUBLE CHECK VALVE BEFORE CONNECTING TO ICE MAKER. BALLVALVE SHALL BE INSTALLED UPSTREAM AND DOWN STREAM OF DOUBLECHECK VALVE.

P16 GAS PIPING DOWN. PENETRATE EXTERIOR WALL AT 3'-0" AFF. PAINT PIPINGWITH 2 COATS OF ANTI-CORROSION PAINT. PROVIDE PRESSURE REGULATORAT RISER.

P17 2" GAS PIPING DOWN. CONNECT GAS PIPING TO GENERATOR. PROVIDEPRESSURE REGULATOR AND SHUT OFF VALVE.

P18 ROUTE 2" GAS DOWN.

P19 GAS METER. ALL EXPOSED GAS PIPING TO BE PAINTED WITH (2) COATS OFANTI-CORROSION PAINT.

P24 ROUTE 3/4" GAS PIPING THRU CASEWORK FROM 1-1/4" GAS MAIN IN WALL.CONNECT TO (2) GAS OVEN WITH 1/2" PIPING. PROVIDE SHUT OFF VALVE INCASEWORK.

P27 3" VENT UP.

P29 REFER TO ST-1A/1B - PIPING SCHEMATIC FOR DETAIL.

P30 3" CW PIPING DOWN. PROVIDE GATE VALVE AT 3'-0" AFF.

P31 SUPPORT MIXING VALVE FROM FLOOR MOUNTED UNISTRUT.

P32 ROUTE 3/4" CW UP TO MECHANICAL PLATFORM.

P33 ROUTE 3/4" CW DOWN THRU WALL AND CONNECT TO P-5 FIXTURE INAPPARATUS BAY.

P35 ROUTE 3/4" PIPING TO HVAC FILL SYSTEM IN THIS AREA. PLUMBINGCONTRACTOR TO PROVIDE BACKFLOW PREVENTER AND SHUT-OFF VALVEON BOTH UPSTREAM AND DOWNSTREAM OF BACKFLOW PREVENTER. REFERTO FILL SYSTEM SCHEMATIC ON M501 FOR DETAIL.





5 04/13/2017 ADDENDUM A

6 11/09/2017 ADDENDUM 5

5

5

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