· 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
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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
English + AssociatesArchitects, Inc
1 9 1 9 D E C A T U RH O U S T O N, T E X A S7 7 0 0 7 - 7 6 3 67 1 3 . 8 5 0 . 0 4 0 0 T7 1 3 . 8 5 0 . 0 4 1 1 F
A
B
C
D
PROJECT NAME:
SEAL:
ARCHITECT:
OTHER APPROVALS
REVIEWED FOR SCOPE CONTENT
GENERAL SERVICES DEPARTMENT
SHEET NAME:
SHEET NO:
1 2 3 4 5
DATE:
PROJECT NO.:
SCALE:
DRAWN BY:
CHECKED BY:
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
:43:
16 A
M
As indicated
S101
FOUNDATION PLANAREA A
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
3/16" = 1'-0"1FOUNDATION PLAN AREA A
01.09.17 PERMIT & CONSTRUCTION
03.30.17 ISSUE FOR BID
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
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English + AssociatesArchitects, Inc
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PROJECT NAME:
SEAL:
ARCHITECT:
OTHER APPROVALS
REVIEWED FOR SCOPE CONTENT
GENERAL SERVICES DEPARTMENT
SHEET NAME:
SHEET NO:
1 2 3 4 5
DATE:
PROJECT NO.:
SCALE:
DRAWN BY:
CHECKED BY:
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
:43:
22 A
M
As indicated
S102
FOUNDATION PLANAREA B
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
3/16" = 1'-0"1FOUNDATION PLAN AREA B
01.09.17 PERMIT & CONSTRUCTION
03.29.17 PERMIT REVISIONS 2
03.30.17 ISSUE FOR BID
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
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SS
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SP
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24"
#3 @ 12" OC24"24"
1/41/4
TO SLAB
SEE PLAN
1'-6
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'-0
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PLA
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SE
E
W COLUMNSEE PLAN
PIERSEE PLAN
DOWELS TO MATCHPIER VERTICALREINF
TOP OF TIE BEAMBEYOND
DOWELS TO MATCHVERTICAL BARS
1" COMPRESSABLEFILLER (TYP)
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
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"
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
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15 MIL VAPORBARRIER TYP
2'-0"
8"
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"
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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
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3#7 TOP ANDBOTTOM WITH#3 TIES @ 12"OC
1'-8"
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SE
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15 MIL VAPORBARRIER TYP
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PIER VERT REINF,SEE PIER SCHED
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W COLUMNSEE PLAN
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SEE DETAIL 7/S310 FOR ITEMSSHOWN BUT NOT NOTED
SEE DETAIL 8/S310 FOR ITEMSSHOWN BUT NOT NOTED
GRADE BEAM,BEYOND
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TO SLAB
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English + AssociatesArchitects, Inc
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SEAL:
ARCHITECT:
OTHER APPROVALS
REVIEWED FOR SCOPE CONTENT
GENERAL SERVICES DEPARTMENT
SHEET NAME:
SHEET NO:
1 2 3 4 5
DATE:
PROJECT NO.:
SCALE:
DRAWN BY:
CHECKED BY:
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
:43:
31 A
M
3/4" = 1'-0"
S311
FOUNDATION DETAILS
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
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
01.09.17 PERMIT & CONSTRUCTION
02.10.17 PERMIT REVISIONS 1
03.30.17 ISSUE FOR BID
1 11/08/2017 ADDENDUM #5
3/4" = 1'-0"6DETAIL
3/4" = 1'-0"7DETAIL
1 1
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APPARATUS BAY #2
139
APPARATUS BAY #3
140
APPARATUS BAY #4
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APPARATUS BAY #5
142
LAWN MAINTENANCE
146
GEAR LOCKERS
145 MAINTENANCE
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-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
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EN
NI
111244 RE
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S
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1 2 3 4 5
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B
C
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English + AssociatesArchitects, Inc
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PROJECT NAME:
SEAL:
ARCHITECT:
OTHER APPROVALS
REVIEWED FOR SCOPE CONTENT
GENERAL SERVICES DEPARTMENT
SHEET NAME:
SHEET NO:
1 2 3 4 5
DATE:
PROJECT NO.:
SCALE:
DRAWN BY:
CHECKED BY:
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 H OU
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.
CMTA F-862703/30/2017
11/9
/201
7 3:
17:1
5 P
M
11402 CULLEN BLVDHOUSTON, TX. 77047
1/8" = 1'-0"
E302
ELECTRICAL POWERAREA B PLAN
FIRESTATION #55
01.09.17
CITY OF HOUSTONGENERAL SERVICES
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
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P-3 P-1
HP-3
HP-5
P-1
P-1
P-1
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-5,7,9M1B
-8,10,12M1B -11,13,15M1B
-14,16M1B
-63R1B-17M1B
-18M1B
-19M1B
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-21M1B
HP-2
HP-1
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MDP
M1A
R1A
L1A
DP-1A
DP-1A
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WWHP-1A
P-4
P-4
P-4
HP-6
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HP-8
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-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
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.
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STORAGE
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-63R1A -64R1A -65R1A-66R1A
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GLANO
ETS
I
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EN
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111244 RE
TATATSTS
AXETEFOE FOE
S
E
1 2 3 4 5
A
B
C
D
English + AssociatesArchitects, Inc
1 9 1 9 D E C A T U RH O U S T O N, T E X A S7 7 0 0 7 - 7 6 3 67 1 3 . 8 5 0 . 0 4 0 0 T7 1 3 . 8 5 0 . 0 4 1 1 F
A
B
C
D
PROJECT NAME:
SEAL:
ARCHITECT:
OTHER APPROVALS
REVIEWED FOR SCOPE CONTENT
GENERAL SERVICES DEPARTMENT
SHEET NAME:
SHEET NO:
1 2 3 4 5
DATE:
PROJECT NO.:
SCALE:
DRAWN BY:
CHECKED BY:
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 H OU
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.
CMTA F-862703/30/2017
11/9
/201
7 3:
17:5
3 P
M
11402 CULLEN BLVDHOUSTON, TX. 77047
1/4" = 1'-0"
E500
ENLARGED PLAN
FIRESTATION #55
01.09.17
CITY OF HOUSTONGENERAL SERVICES
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
1 01/09/2017 PERMIT & CONSTRUCTION
2 02/10/2017 PERMIT REVISION 1
4 03/30/2017 ISSUE FOR BID
5 04/13/2017 ADDENDUM A
6 11/09/2017 ADDENDUM 5
R
ZACHARY P SCHNEIDER
S
O
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FR
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D
EIG E
G
LANO
ETS
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111244
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AXETEFOEFOE
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1 2 3 4 5
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English + AssociatesArchitects, Inc
1 9 1 9 D E C A T U RH O U S T O N, T E X A S7 7 0 0 7 - 7 6 3 67 1 3 . 8 5 0 . 0 4 0 0 T7 1 3 . 8 5 0 . 0 4 1 1 F
A
B
C
D
PROJECT NAME:
SEAL:
ARCHITECT:
OTHER APPROVALS
REVIEWED FOR SCOPE CONTENT
GENERAL SERVICES DEPARTMENT
SHEET NAME:
SHEET NO:
1 2 3 4 5
DATE:
PROJECT NO.:
SCALE:
DRAWN BY:
CHECKED BY:
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.
CMTA F-862703/30/2017
11/1
3/20
17 3
:17:
43 P
M
E701
PANEL SCHEDULES
FIRESTATION #55
01.09.17
11402 CULLEN BLVDHOUSTON, TX. 77047
CITY OF HOUSTONGENERAL SERVICES
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
NOTES: WHERE NOT LISTED, WIRE AND CONDUIT SHALL BE BE MINIMUM PER SPECIFICATIONS. SPARE BREAKERS TO BE 20A/1P.
TOTAL ESTIMATED DEMAND CURRENT: 190 A
TOTAL CONNECTED CURRENT: 190 A
REC 1000 VA 100.00% 1000 VA TOTAL ESTIMATED DEMAND: 68582 VA
EQUIP 67582 VA 100.00% 67582 VA TOTAL CONNECTED LOAD: 68582 VA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS
TOTAL CURRENT (A): 192 A 198 A 184 A
TOTAL LOAD (kVA): 22.9 kVA 23.6 kVA 22.1 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
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
CIRCUIT DESCRIPTION WIRE GND C OCP P CKT A B C CKT P OCP C GND WIRE CIRCUIT DESCRIPTION
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.
NOTES: WHERE NOT LISTED, WIRE AND CONDUIT SHALL BE BE MINIMUM PER SPECIFICATIONS. SPARE BREAKERS TO BE 20A/1P.
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
EQUIP 6250 VA 100.00% 6250 VA TOTAL CONNECTED LOAD: 50590 VA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS
TOTAL CURRENT (A): 124 A 161 A 141 A
TOTAL LOAD (kVA): 14.9 kVA 19.0 kVA 16.7 kVA
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. REC. #12 #12 3/4" 20 1 21 0.7 0.7 22 1 20 3/4" #12 #12 SLEEPING RM. REC.
SLEEPING RM. REC. #12 #12 3/4" 20 1 19 0.7 0.7 20 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.
CIRCUIT DESCRIPTION WIRE GND C OCP P CKT A B C CKT P OCP C GND WIRE CIRCUIT DESCRIPTION
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
NOTES: WHERE NOT LISTED, WIRE AND CONDUIT SHALL BE BE MINIMUM PER SPECIFICATIONS. SPARE BREAKERS TO BE 20A/1P.
TOTAL ESTIMATED DEMAND CURRENT: 136 A
REC 9480 VA 100.00% 9480 VA TOTAL CONNECTED CURRENT: 136 A
Other 23400 VA 100.00% 23400 VA TOTAL ESTIMATED DEMAND: 48930 VA
EQUIP 16050 VA 100.00% 16050 VA TOTAL CONNECTED LOAD: 48930 VA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS
TOTAL CURRENT (A): 142 A 147 A 124 A
TOTAL LOAD (kVA): 16.8 kVA 17.3 kVA 14.9 kVA
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
CIRCUIT DESCRIPTION WIRE GND C OCP P CKT A B C CKT P OCP C GND WIRE CIRCUIT DESCRIPTION
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
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
**
**
**
**
**
**
**
1 01/09/2017 PERMIT & CONSTRUCTION
2 02/10/2017 PERMIT REVISION 1
3 03/29/2017 PREMIT REVISION 2
4 03/30/2017 ISSUE FOR BID
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
COMMUNICATION/SECURITY
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
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English + AssociatesArchitects, Inc
1 9 1 9 D E C A T U RH O U S T O N, T E X A S7 7 0 0 7 - 7 6 3 67 1 3 . 8 5 0 . 0 4 0 0 T7 1 3 . 8 5 0 . 0 4 1 1 F
A
B
C
D
PROJECT NAME:
SEAL:
ARCHITECT:
OTHER APPROVALS
REVIEWED FOR SCOPE CONTENT
GENERAL SERVICES DEPARTMENT
SHEET NAME:
SHEET NO:
1 2 3 4 5
DATE:
PROJECT NO.:
SCALE:
DRAWN BY:
CHECKED BY:
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 H OU
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.
CMTA F-862703/30/2017
11/9
/201
7 3:
14:5
8 P
M
11402 CULLEN BLVDHOUSTON, TX. 77047
3/32" = 1'-0"
M101
HVAC ZONE
FIRESTATION #55
01.09.17
CITY OF HOUSTONGENERAL SERVICES
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.
1 01/09/2017 PERMIT & CONSTRUCTION
4 03/30/2017 ISSUE FOR BID
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
LLLLAAAANNNNOOOOSSSS
EEEESSSS
FFFFOOOORRRRPPPP
IIII
FFFF TTTTEEEE
GGGGNNNNEEEE
104015104015104015104015
MARK SEIBERTMARK SEIBERTMARK SEIBERTMARK SEIBERT
1 2 3 4 5
A
B
C
D
English + AssociatesArchitects, Inc
1 9 1 9 D E C A T U RH O U S T O N, T E X A S7 7 0 0 7 - 7 6 3 67 1 3 . 8 5 0 . 0 4 0 0 T7 1 3 . 8 5 0 . 0 4 1 1 F
A
B
C
D
PROJECT NAME:
SEAL:
ARCHITECT:
OTHER APPROVALS
REVIEWED FOR SCOPE CONTENT
GENERAL SERVICES DEPARTMENT
SHEET NAME:
SHEET NO:
1 2 3 4 5
DATE:
PROJECT NO.:
SCALE:
DRAWN BY:
CHECKED BY:
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 H OU
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.
CMTA F-862703/30/2017
11/9
/201
7 3:
15:3
9 P
M
11402 CULLEN BLVDHOUSTON, TX. 77047
As indicated
M202
MECHANCIAL AREA BPLAN
FIRESTATION #55
01.09.17
CITY OF HOUSTONGENERAL SERVICES
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
1 01/09/2017 PERMIT & CONSTRUCTION
2 02/10/2017 PERMIT REVISION 1
4 03/30/2017 ISSUE FOR BID
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
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
English + AssociatesArchitects, Inc
1 9 1 9 D E C A T U RH O U S T O N, T E X A S7 7 0 0 7 - 7 6 3 67 1 3 . 8 5 0 . 0 4 0 0 T7 1 3 . 8 5 0 . 0 4 1 1 F
A
B
C
D
PROJECT NAME:
SEAL:
ARCHITECT:
OTHER APPROVALS
REVIEWED FOR SCOPE CONTENT
GENERAL SERVICES DEPARTMENT
SHEET NAME:
SHEET NO:
1 2 3 4 5
DATE:
PROJECT NO.:
SCALE:
DRAWN BY:
CHECKED BY:
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 H OU
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.
CMTA F-862703/30/2017
11/9
/201
7 3:
16:2
2 P
M
11402 CULLEN BLVDHOUSTON, TX. 77047
1/4" = 1'-0"
M401
ENLARGEDMECHANICAL ROOM
PLAN
FIRESTATION #55
01.09.17
CITY OF HOUSTONGENERAL SERVICES
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
ENLARGED MECHANICAL ROOM - 2
1/4" = 1'-0"4
ENLARGED MECHANICAL ROOM - 3
1 01/09/2017 PERMIT & CONSTRUCTION
2 02/10/2017 PERMIT REVISION 1
3 03/29/2017 PREMIT REVISION 2
4 03/30/2017 ISSUE FOR BID
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
1 2 3 4 5
A
B
C
D
English + AssociatesArchitects, Inc
1 9 1 9 D E C A T U RH O U S T O N, T E X A S7 7 0 0 7 - 7 6 3 67 1 3 . 8 5 0 . 0 4 0 0 T7 1 3 . 8 5 0 . 0 4 1 1 F
A
B
C
D
PROJECT NAME:
SEAL:
ARCHITECT:
OTHER APPROVALS
REVIEWED FOR SCOPE CONTENT
GENERAL SERVICES DEPARTMENT
SHEET NAME:
SHEET NO:
1 2 3 4 5
DATE:
PROJECT NO.:
SCALE:
DRAWN BY:
CHECKED BY:
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 H OU
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.
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
11402 CULLEN BLVDHOUSTON, TX. 77047
CITY OF HOUSTONGENERAL SERVICES
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
1 01/09/2017 PERMIT & CONSTRUCTION
4 03/30/2017 ISSUE FOR BID
5 04/13/2017 ADDENDUM A
6 11/09/2017 ADDENDUM 5
NOT TO SCALE7
FILL SYSTEM SCHEMATIC
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
English + AssociatesArchitects, Inc
1 9 1 9 D E C A T U RH O U S T O N, T E X A S7 7 0 0 7 - 7 6 3 67 1 3 . 8 5 0 . 0 4 0 0 T7 1 3 . 8 5 0 . 0 4 1 1 F
A
B
C
D
PROJECT NAME:
SEAL:
ARCHITECT:
OTHER APPROVALS
REVIEWED FOR SCOPE CONTENT
GENERAL SERVICES DEPARTMENT
SHEET NAME:
SHEET NO:
1 2 3 4 5
DATE:
PROJECT NO.:
SCALE:
DRAWN BY:
CHECKED BY:
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 H OU
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.
CMTA F-862703/30/2017
11/9
/201
7 3:
14:3
3 P
M
11402 CULLEN BLVDHOUSTON, TX. 77047
M600
MECHCANICALSCHEDULE
FIRESTATION #55
01.09.17
CITY OF HOUSTONGENERAL SERVICES
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-2 PRICE AMD EXTRUDED ALUMINUM CONSTRUCTION, SQUARE LOUVERED FACE 24"X24" 9"X9" 8" DIA. 101-225 4-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-3 PRICE AMD EXTRUDED ALUMINUM CONSTRUCTION, SQUARE LOUVERED FACE 24"X24" 12"X12" 10" DIA. 226-400 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-3 PRICE 80 EXTRUDED ALUMINUM FRAME WITH 1/2" CUBE CORE 24"X24" 12"X12" 10" DIA. 226-400 - 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-5 PRICE 80 EXTRUDED ALUMINUM FRAME WITH 1/2" CUBE CORE 24"X24" 18"X18" 14" DIA. 601-1000 - 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-2A PRICE 80 EXTRUDED ALUMINUM FRAME WITH 1/2" CUBE CORE 24"X24" 9"X9" 8" DIA. 101-225 - 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-3A 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
VERTICAL 800/0.5" 208/3/60 21.3/30 8.75/9.9 2 34.8 21.5 42.0 15.5 43.7 34.8 4.8 PLASMA AIRMODEL 7000
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
VERTICAL 800/0.5" 208/3/60 21.3/30 8.75/9.9 2 34.8 21.5 42.0 15.5 43.7 34.8 4.8 PLASMA AIRMODEL 7000
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
CF-2 BIG ASS SOLUTIONHAIKU
HVLS 60" FAN CHIEFS ROOM /CAPTAINS OFFICE
30 WATTS 120/1/60 1, 2, 3, 6, 8
CF-3 BIG ASS SOLUTIONHAIKU
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-2 PLASMA AIR/7000 HP-2 600 120/1/60 2VA DUCT MOUNTED
BPI-3 PLASMA AIR/7000 HP-3 625 120/1/60 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
BPI-6 PLASMA AIR/7000 HP-6 800 120/1/60 2VA DUCT MOUNTED
BPI-7 PLASMA AIR/7000 HP-7 400 120/1/60 2VA DUCT MOUNTED
BPI-8 PLASMA AIR/7000 HP-8 800 120/1/60 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.
1 01/09/2017 PERMIT & CONSTRUCTION
2 02/10/2017 PERMIT REVISION 1
3 03/29/2017 PREMIT REVISION 2
4 03/30/2017 ISSUE FOR BID
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
COMMUNICATION/SECURITY
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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DDDD
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EEEESSSS
FFFFOOOORRRRPPPP
IIII
FFFF TTTTEEEE
GGGGNNNNEEEE
104015104015104015104015
MARK SEIBERTMARK SEIBERTMARK SEIBERTMARK SEIBERT
1 2 3 4 5
A
B
C
D
English + AssociatesArchitects, Inc
1 9 1 9 D E C A T U RH O U S T O N, T E X A S7 7 0 0 7 - 7 6 3 67 1 3 . 8 5 0 . 0 4 0 0 T7 1 3 . 8 5 0 . 0 4 1 1 F
A
B
C
D
PROJECT NAME:
SEAL:
ARCHITECT:
OTHER APPROVALS
REVIEWED FOR SCOPE CONTENT
GENERAL SERVICES DEPARTMENT
SHEET NAME:
SHEET NO:
1 2 3 4 5
DATE:
PROJECT NO.:
SCALE:
DRAWN BY:
CHECKED BY:
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 H OU
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.
CMTA F-862703/30/2017
11/9
/201
7 3:
13:5
3 P
M
11402 CULLEN BLVDHOUSTON, TX. 77047
As indicated
P211
PLUMBING AREA APLAN
FIRESTATION #55
01.09.17
CITY OF HOUSTONGENERAL SERVICES
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.
1 01/09/2017 PERMIT & CONSTRUCTION
2 02/10/2017 PERMIT REVISION 1
3 03/29/2017 PREMIT REVISION 2
4 03/30/2017 ISSUE FOR BID
5 04/13/2017 ADDENDUM A
6 11/09/2017 ADDENDUM 5
5
5