OUTDOOR LEARNING CENTER

HEATH, TEXAS 75032

PLAN SYMBOLS

ABBREVIATIONSPF

K

Q

R

G

A

H

S

I

J

L

C

B

T

U

MD

V

W

N

E

O

F

P

330 LAURENCE DRIVE

SHEET INDEXCS - COVER SHEET

G1.1 - CODE REVIEW

S1.01 - STRUCTURAL GENERAL

S2.01 - FOUNDATION PLAN/ROOF FRAMING S3.01 - FOUNDATION DETAILS

S3.02 - FRAMING DETAILS

S3.03 - FRAMING DETAILS

S3.04 - FRAMING DETAILS

SP1.1 - OVERALL SITEPLAN

SP1.2 - SITEPLAN

A1.1 - FLOOR PLAN

A5.1 - ELEVATIONS

A6.1 - SECTIONS

A7.1 - ROOF PLAN

A8.1 - DETAILS

MP1.1 - MECHANICAL & PLUMBING FLOOR PLAN EP1.1 - ELECTRICAL FLOOR PLAN

EP7.1 - ELECTRICAL DETAILS & SYMBOLS EP7.2 - ELECTRICAL DETAILS

AMY PARKS-HEATH ELEMENTARY

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© 2019 Strohmeyer Architects, Inc.

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AMY PARKS OLC - 121819.dwg

12/27/19

FOR PERMITTING

HEATH, TX

AMY PARKS-HEATHELEMENTARY

OUTDOOR LEARNINGCENTER

REGIS

TERED ARCHITECT

STATE OF TEXAS

COVER SHEET

CS

BUILDING CONSTRUCTION TYPE AND AREAS - IBC 2015

NEW PATIO

9'-6"

NEW COVERED OPEN AREA

EXISTING ELEMENTARY SCHOOL - TYPE II FULLY SPRINKLED

OPENOPENOPEN

COUNTER-OPEN ABOVECOUNTER-OPEN ABOVE

OP

EN

OP

EN

OP

EN

OP

EN

1,680 SF

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FOR PERMITTING

HEATH, TX

AMY PARKS-HEATHELEMENTARY

OUTDOOR LEARNINGCENTER

REGIS

TERED ARCHITECT

STATE OF TEXAS

CODE REVIEW

G1.1

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AMYPARKS-SP.dwg

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FOR PERMITTING

HEATH, TX

AMY PARKS-HEATHELEMENTARY

OUTDOOR LEARNINGCENTER

REGIS

TERED ARCHITECT

STATE OF TEXAS

OVERALL

SITE PLAN

SP1.1

7

2

'

-

6

"

PATIO SITE PLAN

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FOR PERMITTING

HEATH, TX

AMY PARKS-HEATHELEMENTARY

OUTDOOR LEARNINGCENTER

REGIS

TERED ARCHITECT

STATE OF TEXAS

SITE PLAN

SP1.2

28'-0"

12'-0" 60'-0"

1'-0"

19'-4" 19'-4" 19'-4"

1'-0"

60'-0"

1'-0"

13'-0"

13'-0"

1'-0"

3'-8"

4'-0"

6'-2"

21'-4"

4'X10' HPL SEALED MARKER

BOARD. EXTERIOR RATED

SPLITFACED BLOCK BASE

W/ CONCRETE COUNTER TOP

REF: A1- C1/A8.1

SPLITFACED BLOCK BASE

W/ CONCRETE COUNTER TOP

REF: C3 & D3/A8.1

SPLITFACED BLOCK BASE

W/ CONCRETE COUNTER TOP

REF: C3 & D3/A8.1

2'-0"

2'-0"

FLOOR PLAN

100

100

STORAGE

A1

/6

.1

A3/6.1 SIM

A3/6.1

A3

/6

.1

S

IM

BRICK COLUMN ENCLOSURE

REF STRUCTURAL FOR STEEL COLUMN

PER

SCHEDULE

PE

R S

CH

ED

UL

E

TYPE "A"

2" WIDE

METAL FRAME

FOR SINGLE DOOR

PER

SCHEDULE

PE

R S

CH

ED

UL

E

TYPE "A"

HOLLOW METAL

DOOR WITH

COMPOSITE SOLID

INSULATED

FILL(FLUSH STYLE)

3'-4"

10'-0"

BRICK PAVERS

RECESS INTO

PAVING

PATIO

HOLLOW METAL DOOR

FRAME WITH STUD

ANCHOR

SEALANT AT ALL

PERIMETER FRAME TO

GYPSUM JOINTS

WALL SYSTEM

2"x4" @ 16" O.C.

BUILT-UP 2"x4" JAMB

ASSEMBLY CONT. TO T.O.W.

EXTERIOR SIDEING

WOOD BUILT-UP (OR)

GLULAM HEADER (RE:

STRUCTURAL)

HOLLOW METAL DOOR

FRAME WITH STUD

ANCHOR

WALL SYSTEM. 2"x4"

@ 16" O.C.

EXTERIOR SIDING

SEALANT AT ALL

PERIMETER FRAME TO

GYPSUM JOINTS

ADA COMPLIANT

ALUMINUM

THRESHOLD

HOLLOW METAL DOOR &

FRAME

STAINLESS STEEL

WATERSTOP FLASHING CONT.

UNDER THRESHOLD

SAW-CUT JOINT. CONT. UNDER

FRAME 3/4" DEEP BY 3/8"

WIDE

EXTERIOR GRADE

PLYWOOD PAINTED

HEAD DETAIL

JAMB DETAIL SILL DETAIL

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FOR PERMITTING

HEATH, TX

AMY PARKS-HEATHELEMENTARY

OUTDOOR LEARNINGCENTER

REGIS

TERED ARCHITECT

STATE OF TEXAS

FLOOR PLAN

A1.1

DESCRIPTIONMARK

DOOR SCHEDULE

DOOR

WID

TH

MA

TE

RIA

L

TH

IC

KN

ES

S

FIN

IS

H

GL

AZ

IN

G

WID

TH

MA

TE

RIA

L

FIN

IS

H

GL

AZ

IN

G

FRAME

HARDWARE

SET

100

TY

PE

TY

PE

HEIGHT

DETAILS

HE

AD

JA

MB

TH

RE

S.

SHEET A-3.3

FL

. T

R.

(O

R)

N 8'-0" HM PNT N AA 3'-0" D3/A1.1 C3/A1.1 C4/A1.13'-0" HM 1 3/4" PNTA

SOUTH ELEVATIONEAST ELEVATION

WEST ELEVATIONNORTH ELEVATION

GLULAM BEAMS

REF STRUCTURAL

STANDING SEAM

METAL ROOF

RE: A4/7.1

2'X2' BRICK COLUMNS

W/ CAST STONE CAP.

BRICK TO MATCH MAIN

BUILDING

SPLITFACED BLOCK BASE

W/ CONCRETE COUNTER TOP

REF: C3 & D3/A8.1

SPLITFACED BLOCK BASE

W/ CONCRETE COUNTER TOP

REF: C3 & D3/A8.1

SPLITFACED BLOCK BASE W/

CONCRETE COUNTER TOP REF: A1- C1/A8.14'X10' HPL SEALED

MARKER BOARD

EXTERIOR RATED

OPEN

STORAGE WALL STORAGE WALL

STAIN & SEAL ALL

EXPOSED WOOD &

WOOD DECK. COLOR

TO BE SELECTED BY

OWNER. TYPICAL ALL

ELEVATIONS.

EXTERIOR FINISH NOTES

1. BRICK TO MATCH EXISTING SCHOOL

2. SPLITFACED BLOCK TO MATCH SPLITFACE BAND ON EXISTING SCHOOL

3. HARDI-BOARD TO MATCH EXISTING SIDING PROFILE

4. ALL SAMPLES ARE TO BE SUBMITTED TO APPROVAL PRIOR TO ORDERING

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FOR PERMITTING

HEATH, TX

AMY PARKS-HEATHELEMENTARY

OUTDOOR LEARNINGCENTER

REGIS

TERED ARCHITECT

STATE OF TEXAS

ELEVATIONS

A5.1

STORAGE WALL

1

2

" EXTERIOR GRADE PYWOOD,

PAINT W/ EXTERIOR PAINT

EXPOSED CONCRETE

CONCRETE SLAB AND

FOUNDATION

RE: STRUCTURAL

R-19 BATT INSULATION (FACED)

2x4 STUDS AT 16" O.C.

F.F.E. = 0'-0"

1

2

" PLYWOOD SHEATHING

AIR INFILTRATION BARRIER

(BUILDING WRAP)

HARDI-BOARD SIDING

HARDI-BOARD SIDING TRIM

EXPOSED 2X6 T&G-V ROOF DECK

2X BLOCKING AS REQUIRED

ANCHOR BOLT

RE: STRUCTURAL

EXTEND WALL TO ROOF DECK

FRONT ELEVATIONRIGHT ELEVATION

1

2

" EXTERIOR GRADE PYWOOD,

PAINT W/ EXTERIOR PAINT

ALL WALLS OF STORAGE

REFERENCE A4/A6.1 FOR WALL

DETAIL

REFERENCE A4/A6.1 FOR SIM

WALL DETAIL

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AMY PARKS-HEATHELEMENTARY

OUTDOOR LEARNINGCENTER

REGIS

TERED ARCHITECT

STATE OF TEXAS

SECTIONS

A6.1

ICE & WATER SHIELD

"Z" CLOSURE

3/4" TURN-UP

2X6 T&G-V DECKING

SEALANT AT VERTICAL LEG

& UNDER "Z" CLOSURE

SNAP-CLAD CLIP

WITH FASTENERS

SNAP-CLAD PANEL

PA-101 RIDGE/HIP FLASHING

POP RIVET AS REQUIRED TO

FLUSH THE LAP OF THE

RIDGE/HIP FLASHING

FLASHING COMPONENTS

SEALANT AT VERTICAL LEG

OF "Z" CLOSURE

PA-5 KEEPER

FASCIA NAILER

2x6 T&G-V DECKING

SNAP-CLAD CLIP

WITH FASTENERS

SNAP-CLAD PANEL

"Z" RETAINER STRIP

SET IN SEALANT

ICE & WATER SHIELD

PA-116 EAVE

FLASHING

FIELD CUT, BEND

RETURN IN PANEL, &

HOOK RETURN OVER

"Z" RETAINER STRIP

FLASHING COMPONENTS

SNAP-CLAD PANEL

SNAP-CLAD CLIP

WITH FASTENERS

FIELD-FORM PANEL LEG

TO I.D. OF "J" CLOSURE

"J" CLOSURE

SEALANT

FRAMING

PA-151 GABLE FLASHING

2x6 T&G-V DECKING

ICE & WATER SHIELD

PA-5 KEEPER

FLASHING COMPONENTS

SNAP-CLAD PANEL

SNAP-CLAD CLIP

WITH FASTENERS

2X6 T&G-V DECKING

ICE & WATER SHIELD

PA-115 VALLEY FLASHING

SEALANT

"Z" RETAINER STRIP

6

"

M

I

N

.

MINIMUM CLEARANCE FROM PANEL

ENDS TO VALLEY DIVERTER

IS 6" MINIMUM EACH SIDE OF VALLEY.

MAY REQUIRE MORE CLEARANCE

ON LONGER VALLEY RUNS

FLASHING COMPONENTS

FLASHING COMPONENTS

FASCIA NAILER

2x6 T&G-V DECKING

SNAP-CLAD CLIP

WITH FASTENERS

SNAP-CLAD PANEL

"Z" RETAINER STRIP

SET IN SEALANT

ICE & WATER SHIELD

FIELD CUT, BEND

RETURN IN PANEL, &

HOOK RETURN OVER

"Z" RETAINER STRIP

PA-5 KEEPER

PA-126

EAVE FLASHING

STRAP PER MANUFACTURER

RECOMMENDATION

GUTTER SUPPORT AS SPECIFIED BY ARCHITECT

GUTTER

ROOF PLANGUTTER DETAIL AT ALTERNATE 1VALLEY DETAIL

GABLE DETAILEVE DETAILRIDGE DETAIL

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FOR PERMITTING

HEATH, TX

AMY PARKS-HEATHELEMENTARY

OUTDOOR LEARNINGCENTER

REGIS

TERED ARCHITECT

STATE OF TEXAS

ROOF PLAN /

DETAILS

A7.1

10'-0"

5'-0

"

7'-4"

2'-2"3'-0"2'-2"

3'-6

"

CONCRETE COUNTER TOP

REFERENCE SPECIFICATION

COORDINATE SINK WITH

CUTOUT WITH SINK

MANUFACTURER

8" BURNISHED BLOCK BASE

HANDICAP STUDENT KNEESPACE DETAIL

ACCESSIBLE STUDENT KNEE SPACE

1'-4"1'-4"1'-4"

2"

2"

1'-4" 1'-4" 3'-0" 1'-4"

SPLITFACED BLOCK COUNTER BASEFRONT ELEVATIONRIGHT ELEVATION

REAR ELEVATIONLEFT ELEVATION

CONCRETE COUNTER TOP

ACCESSIBLE PANEL

17'-4"

17'-4"

1'-6

"

2'-1

0"

SPLITFACED BLOCK COUNTER BASE

CONCRETE COUNTER TOP

2'-6

"

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FOR PERMITTING

HEATH, TX

AMY PARKS-HEATHELEMENTARY

OUTDOOR LEARNINGCENTER

REGIS

TERED ARCHITECT

STATE OF TEXAS

DETAILS

A8.1

MASONRY NOTES;

1. THE SPECIFIED COMPRESSIVE STRENGTH OF MASONRY BASED ON THE NET AREA AND AVERAGE 3 UNITS AT THE AGE OF 28 DAYS IS 2000PSI.

2. MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE "SFECIFICATIONS FOR MANSONRY STRUCTURES (ACI 530)",PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, DETROIT, MICHIGAN.

3. CONCRETE MASONRY UNITS SHALL CONFIRM WITH ASTM C90, TYPE N, NORMAL WEIGHT.

4. FILL ALL BOND BEAMS AND REINFORCED CELLS SOLIDLY WITH GROUT. GROUT SHALL CONFORM TO ASTM C-476 AND SHALL OBTAIN AMINIMUM MINIMUM 28 DAY COMPRESSIVE STRENGHT OF 2,500 PSI, 38" MAXIMUM COARSE AGGREGATE SIZE AND SLUMP OF 7.

5. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A-615 GRADE 60. SHOP FABRICATE REINFORCING BARS WHICH ARE SHOWNTO BE HOOKED OR BENT. PROVIDE A MINIMUM LAP OF 48 x BAR DIAMETER AT ALL SPLICES. UNLESS INDICATED OTHERWISE.

6. THE USE OF MASONRY-CEMENT MORTAR IS STRICTY PROHIBITED. MORTAR SHALL CONFORM TO ASTM C-270, TYPE S. ALL MORTAR SHALLMEET THE "PROPORTION SPECIFICATION" OF ASTM C-270 AND BE MADE WITH PORLAND CEMENT/LIME (NON AIR-ENTRAINED).

7. UNLESS OTHERWISE INDICATED, ALL WALL SHALL BE LAID IN RUNNING BOND. BOND CORNERS AND INTERSECTIONS OF LOAD-BEARINGWALLS.

8. PROVIDE VERTICAL REINFORCEMENT AS SHOWN IN DETAILS; AT END OF WALL, CORNER AND INTERSECTION, AND ADJACENT TOOPENINGS. PROVIDE VERTICAL DOWELS TO MATCH SIZE AND LOCATIONS OF VERTICAL BARS.

9. PROVIDE HORIZONTAL BOND BEAMS WITH CONTINUOS JOINT REINFORCINGAS INDICATED. DISCONTINUE ALL HORIZONTALREINFORCING AT CONTROL JOINTS EXCEPT FOR THE BONDS BEAMS AT BEARING ELEVATIONS. WHERE CELLS WITH VERTICALREINFORCEMENT OCCUR, CMU BOND BEAM UNIT BOTTOM SHALL BE KNOCKED OUT TO ALLOW CONTINUITY TO VERT. REINFORCEMENT.

10. PROVIDED STANDARD 9 GAUGE HORIZONTAL JOINT REINFORCING AT 16" ON CENTER IN ALL WALLS. PROVIDE TRUSS TYPE JOINTREINFORCING FOR ALL CONCRETE MASONRY. COORDINATE BRICK TIE BACK REQUIRMENTS WITH THE ARCHITECTURAL DRAWINGS.UNLESS OTHERWISE NOTED. STOP ALL HORIZONTAL JOINT REINFORCING AT CONTROL JOINTS.

11. PROVIDE BOND BEAM LINTELS AND BRICK SHELF ANGLES ABOVE ALL WALL OPENINGS PER TYPICAL DETAILS ON SHEET S4.02. SEE THEARCHITECTURAL DRAWING FOR LOCATIONS OF ALL DOOR AND WINDOW OPENINGS.

12. PROVIDE STEEL JOIST AND BEAM BEARING PLATES AND OTHER ACCESSORIES AS INDICATED.

13. PROVIDE CMU CONTROL JOINTS AS INDICATED, WITH ADDITIONAL JOINTS SUCH THAT THE SPACING BETWEEN JOINTS DOES NOT EXCEEDA SPACING OF 3 x WALL HEIGHT (35 FEET MAXIMUM). WHERE BEAMS OR LINTELS BEAR AT CMU CONTROL JOINTS, OFFSET & LAP THEVERTICAL REINFORCING AS INDICATED.

STRUCTURAL STEEL NOTES:

1. ALL STRUCTURAL METAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT APPLICABLE PROVISION OF THE AISC "CODEOF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AND THE "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTIONOF STRUCTURAL STEEL FOR BUILDINGS."

2. SUBMIT SHOP DRAWINGS INDICATING ALL MEMBERS DIMENSION, SECTIONS INCLUDING ANCHOR BOLT LAYOUT AND WELDS PER AISCSTANDARDS. CONTRACTOR SHALL COORDINATE ALL DIMENSIONS OF FABRICATED STEEL, FOR DIMENSION, CLEARANCES, ANDINSTALLATION WITH ARCHITECTURAL DRAWINGS AND THE WORK OF OTHER TRADES.

3. SHOP DRAWINGS FOR THE STRUCTURAL STEEL FABRICATION SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL BEFOREBEGINNING FABRICATION. GENERAL CONTRACTOR SHALL REVIEW THEM FIRST BEFORE THE ENGINEER. IF FABRICATOR DOES NOT SUBMITSHOP DRAWINGS, CONTRACTOR SHALL VERIFY FABRICATION TO BE IN COMPLIANCE THESE GENERAL NOTES AND WITH THE TYPICALSECTIONS, DETAILS, AND NOTES CONTAINED HEREIN. CONSULT STRUCTURAL ENGINEER FOR CLARIFICATIONS AS-REQURIED.

4. ALL STRUCTURAL STEEL SHALL CONFORM WITH THE FOLLOWING:

WIDE-FLANGED BEAMS : ASTM A 36PIPE : ASTM A 53, TYPE B OR STUBE STEEL : ASTM A 500, GRADE B, FY + 46 KSICHANNELS : ASTM A 36HIGH-STRENGTH BOLTS : ASTM A 325 NERECTION BOLTS : ASTM A 325 NANCHOR BOLTS : ASTM A 36 OR A 307, SEE NOTES BELOWANGLES, PLATES, ETC : ASTM A 36

5. STRUCTURAL STEEL SHALL BE ERECTED TRUE AND PLUMB WITH TEMPORARY BRACING FOR LATERAL STABILITY UNTIL ROOF STRUCTUREIS IN PLACE.

6. ALL CONTACT POINTS BETWEEN ANGLES, PLATES, BEAMS, ETC. SHALL BE WELDED UNLESS OTHERWISE NOTED.

7. WELDING SHALL CONFORM WITH AWS D1.1 ALL WELDERS SHALL HAVE BEEN CERTIFIED WITHIN THE PAST 12 MONTHS FOR THE TYPE OFWELDING TO BE PERFORMED AND ALSO IN COMPLIANCE WITH THE AMERICAN WELDING SOCIETY.

8. ALL BOLTS FOR BEAMS CONNECTIONS SHALL BE ASTM A 325 N WITH A MINIMUM DIAMETER OF 34" UNLESS OTHERWISE NOTED. ALLBOLTED CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS UNLESS NOTED A SLIP CRITICAL. THERE ACTION FOR THE BEAMS TO BEDESIGNED USING 12 OF THE TABULATED ALLOWABLE LOAD FOR THE GIVEN SPAN AS TABULATED IN PART TWO OF THE AISC MANUAL OFSTEEL CONSTRUCTION.

9. SHOP WELD AND FIELD BOLT ALL CONNECTIONS UNLESS NOTED OTHERWISE. PROVIDE E 70 XX ELECTRODES UNLESS NOTED OTHERWISE.WELDS SHALL BE CONTINUOUS UNLESS OTHERWISE SPECIFIED.

10. CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION PROCEDURES AND SEQUENCES WITH RELATION TO TEMPERATURES DIFFERENTIALSAND STRUCTURAL STABILITY.

11. PROVIDE A MINIMUM OF TWO BOLTS PER CONNECTION OR AS DIRECTED IN THE DRAWINGS.

12. DO NOT CUT STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADE WITHOUT PRIOR REVIEW AND APPROVAL OF THE ENGINEER.

13. ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF STANDARD IRON OXIDE PRIMER, WITH MINIMUM DRY FILM THICKNESS OF 1.5MILS.

14. CONNECTIONS SHALL BE SHOP WELDED AND BOLTED IN THE FIELD, ANY WELDING IN THE FIELD SHALL BE INSPECTED BY A CERTIFIEDLABORATORY AND HIRED BY THE GENERAL CONTRACTOR.

15. ALL BOLTS (EXCEPT ANCHOR BOLTS) CONNECTION STEEL TO STEEL SHALL BE ASTM F1554, GRADE 36 OR GRADE 55 (SEE DETAILS)

16. ANCHOR BOLTS SHALL BE ASTM A307 OR ASTM A36 THREADED RODS WITH PL 1/2 x 3 x 3 WASHERS WEDGED BETWEEN NUTS @ EMBEDENDS. TACK WELD NUTS TO BOLTS AFTER TIGHTENING AT BOTTOM OF BOLT WHERE PLATE WASHERS ARE INSTALLED. DO NOT TACKWELD TOP OF BOLTS AT COLUMN BASE PLATES.

17. GROUT BELOW BASE PLATES SHALL BE SIKA GROUT 212 (NON-SHRINK), OR APPROVED EQUAL.

18. BRICK LINTELS FOR 4 INCH BRICK OR CMU WALL SHALL BE:

18.1. L4 X 3-1/2 X 5/16 LLV UP TO 4 FOOT SPAN18.2. L6 X 3-1/2 X 5/16 LLV UP TO 8 FOOT SPAN18.3. L7 X 4 X 3/8 LLV - 8 FOOT TO 12 FOOT SPAN *(WHERE LINTEL IS WITHIN 1'-6" OF TOP PLATE, ADDITIONAL BRACING IS NECESSARY.)18.4. PROVIDE CONNECTION TO STEEL WHERE COLUMNS ARE IN JAMBS PER TYPICAL DETAILS, OR AS INDICATED IN CONTRACTOR'S SHOP

DRAWINGS.18.5. LINTEL LENGTH IS CLEAR SPAN PLUS 8 INCH MINIMUM BEARING AT EACH END.

DESIGN CRITERIA

1. THE INTENDED DESIGN STANDARDS AND/OR CRITERIA ARE AS FOLLOWS:

1.1. INTERNATIONAL BUILDING CODE - 2015.

1.2. CITY OF HEATH BUILDING CODE.

1.3. BRICK INSTITUTE ASSOCIATION.

1.4. WFCM (WOOD FRAME CONSTRUCTION MANUAL) PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA).

1.5. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE/SEI 7-05) - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

1.6. CONCRETE: AMERICAN CONCRETE INSTITUTE ACI 318- 2011 & ACI 315 PUBLICATION SP-66 2004

1.7. REINFORCEMENT: CRSI 2009

1.8. MINIMUM REQUIRED LOADS: ASCE 7-10 AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND AISC 14TH EDITION

1.9. NAILING SCHEDULE: TABLE R602.3 (1) 2006 IRC

2. DESIGN LIVE LOADS:

2.1. PATIO AREAS 50 PSF PLUS 15 PSF (PARTITIONS)2.2. ROOF 20 PSF

2.3. WIND LOAD:

2.3.1. ULTIMATE DESIGN WIND SPEED 115 MPH2.3.2. WIND EXPOSURE CLASSIFICATION B2.3.3. WIND IMPORTANCE FACTOR 1.0

3. COORDINATE STRUCTURAL PLANS AND DETAILS WITH REQUIREMENTS OF GEOTECHNICAL REPORT BY THE ALLIANCE GEOTECHNICALGROUP, REPORT NO. DE-19-423.

4. DRILLED PIERS ARE DESIGNED FOR AN ALLOWABLE END BEARING PRESSURE WHEN PENETRATING INTO BROWNISH-YELLOW,GRAYISH-YELLOW, AND GRAYISH BROWN SEVERELY WEATHERED CALCAREOUS SHALE AT A DEPTH OF 18 FEET BELOW EXISTING GRADE.NOTIFY ENGINEER IF BEARING NOT ENCOUNTERED IN 17 FEET OF DEPTH. PIERS HOLES SHALL BE PLACED IN CONCRETE WITHIN 8 HOURSAFTER DRILLING. INSPECTION OF PIERS BY TESTING AGENCY IS REQUIRED. PIER SHAFTS SHALL BE INSPECTED BY THE GEOTECHNICALENGINEER OF RECORD AT THE TIME OF DRILLING PRIOR TO THE PLACEMENT OF CONCRETE IN ACCORDANCE WITH APPLICABLE CODES &REGULATIONS, DRAWINGS AND GEOTECHNICAL REPORT OF RECORD. REPORT DISCREPANCIES TO ENGINEER AS REQUIRED.

4.1. ALLOWABLE BEARING PRESSURE 5,000 PSF FOR DEAD LOAD; 6,500 FOR TOTAL LOAD.4.2. UPLIFT IN OVERLYING CLAY 1,200 PSF OVER TOP 6 FEET OF PIER.

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORECOMMENCING WORK. THE DIMENSIONS SHOWN HEREIN ARE APPROXIMATE AND SHALL BE CONFIRMED WITH THE ARCHITECTURALDRAWINGS, AND ANY CHANGES IN THE ARCHITECTURAL DRAWINGS NOT REFLECTED IN THESE DRAWINGS. REPORT DISCREPANCIESBETWEEN ARCHITECTURAL, STRUCTURAL, MEP, ETC. DRAWINGS PRIOR TO BIDDING OR PRICING TO THE ARCHITECT AND ENGINEER FORCLARIFICATION. ITEMS REQUIRING COORDINATION AND CLARIFICATION AFTER BIDDING/PRICING ARE UNDERSTOOD TO BE INCLUDED INCONTRACTOR'S STATED BID/PRICE.

2. BEFORE STARTING ANY EXCAVATION WORK CONTRACTOR SHALL VERIFY UTILITY LOCATIONS AND AVOID ANY DAMAGE TOUNDERGROUND UTILITIES.

3. DETAILS OF THIS DRAWINGS ARE TYPICAL FOR AND APPLY TO SIMILAR CONDITIONS WITHIN THE PROJECT REGARDLESS OF WHETHER ORNOT THEY ARE SPECIFICALLY REFERENCED. COORDINATE SIMILAR CONDITIONS WITH TYPICAL DETAILS AND REPORT TO THE ENGINEERAS-REQUIRED FOR CLARIFICATIONS PRIOR TO BIDDING/PRICING. ITEMS REQUIRING COORDINATION AND CLARIFICATION AFTERBIDDING/PRICING ARE UNDERSTOOD TO BE INCLUDED IN CONTRACTOR'S STATED BID/PRICE.

4. COORDINATE WITH OTHER DRAWINGS FOR SLEEVES AND PENETRATIONS THROUGH GRADE BEAMS, WOOD BEAMS, AND/OR WOOD STUDS.NO SLEEVES AND PENETRATIONS ARE APPROVED WITHOUT PRIOR REVIEW BY THE STRUCTURAL ENGINEER.

5. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISH STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARYSHORING, GUYING AND/OR BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURALWORK, CONCRETE STRENGTH ATTAINED (AS SHOWN ON FOUNDATION NOTES) AND CONNECTIONS HAVE BEEN COMPLETED ANDLABORATORY TESTED. THE INVESTIGATION, DESIGN, SAFETY AND INSPECTION OF ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS,ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

6. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S AND SUB-CONTRACTOR'S METHODS, METHODS, TECHNIQUES, ANDSEQUENCES OF PROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THECONTRACTOR.

7. SHOP DRAWINGS AND OTHER ITEMS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. ALL SHOP DRAWINGSSHALL BE REVIEWED BY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THE ENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'S REVIEW DOES NOTRELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW, CHECK AND COORDINATE THE SHOP DRAWINGS PRIOR TOSUBMITTAL AND AFTER RECEIPT OF REVIEWED SHOP DRAWINGS. COMPLY WITH ITEM 1 AND 3 IN THESE GENERAL NOTE CATEGORY.

8. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOT EXCEED THE LOAD CARRYING CAPACITY OFTHE STRUCTURAL MEMBERS. THE LIVE LOADINGS USED IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE DESIGN CRITERIANOTES. DO NOT APPLY ANY CONSTRUCTION LOADS UNTIL CONCRETE STRENGTH HAS BEEN ATTAINED, FRAME IS PROPERLY CONNECTEDTOGETHER, AND UNTIL ALL TEMPORARY BRACING IS IN PLACE AND INSPECTED BY THE CONTRACTOR AND CONTRACTOR'S INSPECTIONCOMPANY (S).

FIELD DRILLED ADHESIVE ANCHOR BOLTS:

1. FIELD DRILLED ADHESIVE ANCHOR BOLTS SHALL BE THE FOLLOWING: HIT RE 500 (OR HY - 150) ADHESIVE ANCHORS, BY HILTI, INC.,TULSA, OK.

2. THE ANCHORS DRILLED INTO THE EXISTING GRADE BEAM SHALL BE SPACED AS SHOWN ON THE DETAILS.

3. ADHESIVE ANCHOR BOLTS OF THE DIAMETER AND EMBEDMENT SHOWN ON THE DRAWINGS SHALL BE INSTALLED IN ACCORDANCE WITHTHE CONTRACT DOCUMENTS, THE CURRENT ICBO REPORT FOR THE ADHESIVE ANCHOR BOLT, AND THE RECOMMENDATIONS OF THEMANUFACTURER, WHERE PROVISIONS OF THE ABOVE REFERENCE DOCUMENTS ARE IN CONFLICT, THE MOST STRINGENT REQUIREMENTSHALL GOVERN. ADHESIVE ANCHOR BOLTS ARE ONLY ALLOWED AS SPECIFICALLY REQUESTED BY THE CONTRACTOR AND AT THEENGINEER'S SUBSEQUENT DESIGN AND/OR DESIGN CLARIFICATIONS.

4. ADHESIVE ANCHOR BOLTS DESIGN IS BASED ON ICBO CAPACITY. THE OWNER'S MANUAL INDEPENDENT TESTING LABORATORYREPRESENTATIVE SHALL BE PRESENT TO INSPECT AND VERIFY EVERY OPERATION INCLUDING, BUT NOT LIMITED TO DRILLING OF THEHOLES, INJECTION OF THE ADHESIVE.

5. BEFORE DRILLING, CONTRACTOR SHALL MAKE SURE NOT TO DAMAGE EXISTING STEEL REINFORCEMENT. CONTRACTOR SHALL UTILIZE ALABORATORY TO LOCATE AND MARK INTERNAL REINFORCING STEEL PRIOR TO DRILLING, USING NONDESTRUCTIVE PROCEDURES.

6. HOLES SHALL BE DRILLED IN A CONTINUOUS OPERATION, AVOIDING FREQUENT REMOVAL OF THE DRILL FROM THE HOLE. AFTERDRILLING, ALL DUST AND OTHER FOREIGN MATTER SHALL BE BLOWN OUT OF THE HOLE WITH COMPRESSIVE AIR,SUBSTRATE OF THE HOLE SHALL BE PREPARED AS PER MANUFACTURER'S SPECIFICATIONS.

STRUCTURAL WOOD FRAMING FOR STORAGE ENCLOSURE

1. EXTERIOR WALL LOAD BEARING 2 X 6 STUDS AND TOP PLATES SHALL BE NO. 2 SURFACE DRY, KD TO 19% MOISTURE CONTENT MAXIMUMDOUGLAS FIR, DOUGLAS FIR-LARCH, OR HEM FIR. FINGER JOINTS IN 2 X 6 STUDS NOT PERMITTED.

2. INTERIOR AND EXTERIOR LOAD BEARING STUDS AND TOP PLATES SHALL BE STUD GRADE SURFACE DRY, KD TO 19% MCDOUGLASFIR,DOUGLAS FIR-LARCH, HEM FIR , OR WWPA FJNON-LOAD BEARING STUDS AND MISCELLANEOUS BLOCKING MAY BE SPF STUDGRADE. DO NOT USE SPF MATERIAL FOR LOAD BEARING STUDS OR PLATES. WESTERN WOODS/WHITEWOODS OR NORTH SPECIES (CAN.)GRADES ARE NOT PERMITTED.

3. POST COLUMNS, BEARING WOOD BEAMS, OR TRUSS GIRDERS WHERE INDICATED ON PLANS SHALL BE PARALAM OR VERSA-LAM. COLUMNWIDTHS SHALL EXCEED WIDTH OF BEAMS AND GIRDERS. COORDINATE WITH THE PLANS AND REPORT DISCREPANCIES TO THE ENGINEERPRIOR TO BIDDING.

4. SINGLE OR MULTI-LAM WOOD RAFTERS JOISTS, PLATES, CAPS AND SMALL HEADERS SHALL BE NO. 2 KILN DIRED, 15% MOISTURE CONTENTMAXIMUM SOUTHERN PINE OR DOUGLAS FIR UNLESS NOTED OTHERWISE. FINGER JOINTS NOT PERMITTED IN JOISTS, RAFTERS OR HEADERS.SILL PLATES AND PONY WALLS BELOW FIRST FLOOR FRAMING SHALL BE WOLMANIZED AND ANCHORED WITH 12" "J" BOLTS AT 2'-6" O.C.

5. ALL HEADERS NOT SHOWN ARE TO BE 2-2 X 12'S ON THE FIRST FLOOR AND 2-2 X 12'S ON UPPER FLOORS FOR SPANS NOT EXCEEDING 4 FEET.REFERENCE PLANS FOR HEADER SIZES EXCEEDING 4'-0". FOR LVL BEAMS AND HEADERS, COMPLY WITH BEARING LENGTH REQUIREMENTSOF MFG: EXAMPLE 11-1/4 LVL, 6' SPAN = 5-1/4 BEARING (BELOW FLOOR); 14 LVL, 12' SPAN = 4" BEARING (BELOW FLOOR), = 5" BEARING(BELOW ROOF)

6. PROVIDE HURRICANE CLIPS H2.5A AT RAFTERS SEATS. START INSTALLATION AT BUILDING CORNERS, INSTALLING CLIPS ON FIRST THREERAFTERS, THEN SPACED AT 4'-0" O.C., TYPICAL. (SIMPSON STRONG-TIE, Page 196, C-C-2015)

7. PROVIDE HCP @ HIP TO PLATE CONNECTIONS, TYP. (SIMPSON STRONG-TIE, Page 97 & 138, C-C-2015)

8. BUILDING HOLD-DOWNS: PROVIDE HD3B FULL BUILDING HEIGHT HOLD DOWN SYSTEM AS INDICATED ON THE PLANS, AND AT BOTH BASEENDS OF ALL WALL DIAPHRAGMS (AT BUILDING CORNERS). (SIMPSON STRONG-TIE, Page 46 & 50), C-C-215). PROVIDE 3" MINIMUM MEMBERTHICKNESS, TYP. AT HOLD DOWNS. PROVIDE SSTB-20 (MIN. LENGTH) ANCHOR BOLTS. COORD. BOLT DIAMETER WITH HOLD DOWNREQUIREMENTS (SIMPSON STRONG-TIE, Page 35, C-C-2015). PROVIDE CNW COUPLER NUTS BETWEEN ANCHOR BOLTS AND THREADED RODFOR HOLD-DOWNS. (SIMPSON STRONG-TIE, Page 39, C-C-2015).

9. ATTACH ADJACENT STUDS AND CRIPPLES AND PLATES TO TUBE STEEL COLUMNS AND FRAMES WITH 0.20 DIAMETER POWDER DRIVENFASTENERS AT 8" O.C. STAGGERED IN TWO ROWS. ATTACH PLATES TO CRIPPLES OR STUDS ON EACH SIDE OF TUBE STEEL COLUMN WITHSIMPSON H6 CONNECTORS TYPICAL.

10. PROVIDE HSS HEAVY STUD SHOE WHERE BEARING WALL STUDS ARE CUT OR PENETRATED BY PIPING, CONDUIT, ETC.

CAST IN PLACE CONCRETE

1. REINFORCED CONCRETE SHALL CONFORM TO 1996 ACE-318 BUILDING CODE AND ACI-301 SPECIFICATIONS. REINFORCING STEEL SHALL BEDETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH CRSI MANUAL OF STANDARD PRACTICE.

2. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS".HOT WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI306.

3. CAST-IN-PLACE CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS WITH AMINIMUM OF 5 SACKS/CY OF CEMENT FOR PIERS, GRADE BEAMS, AND STRUCTURALLY SUPPORTED SLABS ON VOID BOXES.

4. CONCRETE SHALL NOT EXCEED A SLUMP OF 5" +/-1" AT POINT OF DISCHARGE, HAVE 5% +/-1% ENTRAINED AIR WITH ASTM C260 ADMIXTUREIN GRADE BEAMS, SLABS, AND PAVING EXPOSED TO FREEZE/THAW, AND WATER REDUCING ADMIXTURE ASTM C494 TYPE A OR D. FLYASHIS NOT PERMITTED. AGGREGATE SHALL MEET ASTM C33, 1" MAX. SIZE.

5. REINFORCING BARS SHALL BE ASTM A615-GRADE 60, EXCEPT #3 AND #4 BARS SHALL BE GRADE 40. WELDED WIRE FABRIC SHALL BE ASTMA82 AND A185.

6. PROVIDE #3 BARS X 2'-0" DIAGONALLY (4 BARS, THUS) AROUND ALL PENETRATIONS OR HOLES LARGER THAN 4" THROUGH BEAMS OR SLABS.

7. BARS CALLED FOR AS CONTINUOUS (TOP & BOTTOM, TYP) SHALL HAVE STAGGERED LAPS OF 48 BAR DIAMETERS AND THE CAGE SHALLHAVE 4 CORNER BARS AT JUNCTIONS. INSTALL 3 ADDITIONAL STIRRUPS AT3" O.C. AT ENDS OF ALL BEAMS (EACH SIDE OF PIERS.)

8. REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR CONCRETE COVER:8.1. PLACED AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH: 3"

8.2. CONCRETE EXPOSED TO WEATHER OR EARTH:8.2.1. #6 AND LARGER - 2"8.2.2. #5 AND SMALLER - 1 12"

8.3. CONCRETE NOT EXPOSED TO WEATHER; SLABS, WALLS, JOISTS:8.1.1. #14 & #18 - 1 12"8.1.2. #11 AND SMALLER - 34"

8.2. ELEVATED BEAMS; COLUMNS:8.1.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS - 1 12"8.1.2. SHELLS, FOLDED PLATE MEMBERS:

8.1.1.1. #6 BARS AND LARGER - 1 12"8.1.1.2. #5 BAR, W31 OR D31 WIRE - 12"

9. SUPPORT ALL REINFORCING STEEL WITH PROPER HEIGHT CHAIRS (PLASTIC OR PLASTIC TIPPED), OR CONTINUOUS RUNNERS (PLASTIC ORPLASTIC TIPPED). DO NOT SUPPORT REINFORCING STEEL WITH VERTICAL BARS PLACED DIRECTLY IN EARTH.

10. CONSOLIDATE ALL CONCRETE WITH MECHANICAL VIBRATORS.

11. NO HORIZONTAL JOINTS WILL BE PERMITTED ON CONCRETE, EXCEPT WHERE THEY NORMALLY OCCUR OR WHERE NOTED. VERTICALJOINTS SHALL OCCUR AT OR NEAR BEAM 13 SPAN AS ONLY PRE-APPROVED BY THE STRUCTURAL ENGINEER DURING PLACEMENT OF FORMWORK.

12. ALL GRADE BEAMS SHALL BE FORMED ON BOTH SIDES. EARTH FORMING IS NOT ACCEPTABLE.

13. NO UNBALANCED EARTH COMPACTION SHALL BE PLACED AGAINST GRADE BEAMS.

14. PLACE TRAPEZOIDAL VOID BOXES UNDER ALL PIER SUPPORTED GRADE BEAMS AND SLABS. DO NOT WRAP BOXES IN PLASTIC SHEETING.USE 12" DEEP VOID BOXES UNDER GRADE BEAMS AND VOID BOXES UNDER PIER SUPPORTED STRUCTURAL SLABS.

15. SILL PLATES AND PONY WALLS BELOW FIRST FLOOR FRAMING SHALL BE WOLMANZED AND ANCHORED WITH 12" "J" BOLTS AT 2'-6" O.C.

WOOD STRUCTURAL SHEATHING (PLYWOOD)

1. WALL SHEATHING SHALL BE APA RATED, EXPOSURE 1. FLOOR SHEATHING SHALL BE 1 18" STURD-I-FLOOR, TONGUE AND GROOVED, GLUEDAND NAILED. GLUE SHALL BE AFG-01, ASTM D3498. ALL ROOF AND FLOOR PANELS SHALL BE INSTALLED WITH LONG DIMENSIONPERPENDICULAR TO SUPPORTS AND MINIMUM TWO SPANS. WALL PANELS SHALL BE PLACED LONG DIMENSION VERTICAL, AND PANELENDS SHALL BE BLOCKED IN THE FIRST PANELS AT BUILDING CORNERS, FOR WALLS OVER 8 FT HIGH.

2. SPAN RATING SHALL BE NOT LESS THAN 40/20 FOR ROOF (19/32 THICKNESS), 48 FOR FLOOR (1-1/8") AND 32/16 FOR WALLS (15/32).

3. LEAVE 18 INCH SPACE ALONG ALL WOOD STRUCTURAL PANEL EDGES.

4. NAILING SHOULD BE 8d COMMON FOR ROOF AND WALL AND 8d RING SHANK OR 10d COMMON FOR 1 18" STURD-I-FLOOR. DO NOT USESTAPLES. SPACING 3/8" FROM EDGES, 12" O.C. AT PANEL EDGES AND INTERMEDIATE SUPPORTS AND 6" O.C. AT PANEL ENDS. SPACING 4" O.C.AT ROOF HIPS, RIDGES, VALLEYS AND EAVES AND AT EDGES OF FIRST WALL PANELS AT BUILDING CORNERS. PROVIDE FULL COVERAGE OFDIAPHRAGM AT BUILDING EXTERIOR, OR AS OTHERWISE NOTED IN THE LATEST VERSION OF THE IRC.

EXTERIOR OVERHANGS AND SOFFIT FRAMING

1. EXTERIOR OVERHANGS, EYEBROWS, FALSE FRAMING, AND SOFFIT FRAMING SHALL BE PERFORMED USING STANDARD INDUSTRY FRAMINGMETHODOLOGIES AND CONSTRUCTED IN SUCH A FASHION TO ELIMINATE LONG TERM SAGGING, WATER INFILTRATION, SEPARATIONS, ETC.

GLUE-LAMINATED BEAMS

1. REFERENCES1.1. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, LATEST EDITION AND AMENDMENTS.1.2. AISC D3737 (4); ASTM D198 (5); ASTM D2915 (6); ASTM D5457 (7)

2. GLUE LAMINATED BEAMS SHALL BE TREATED FOR EXTERIOR USE. IF TREATMENT HAS COLOR OPTIONS, REFER TO THE ARCHITECT FOR SELECTION.3. ALL CONNECTION PLATES SHALL BE HOT DIP GALVANIZED (G70) AND PAINTED PER ARCHITECTURAL REQUIREMENTS.4. COORDINATE SADDLE WIDTHS AND PLATE INSTALLATIONS WITH ACTUAL SIZE OF GLU-LAM FOR A TIGHT FIT.5. THROUGH BOLTS, NUTS, WASHERS SHALL BE GALVANIZED AND PAINTED PER ARCHITECTURAL REQUIREMENTS.6. VERIFY BOT SPACING AND PLACEMENT WHERE ADJACENT GLU-LAMS ARE FRAMED FOR PROPER INSTALLATION CLEARANCE.7. INSTALL AND DESIGN CONNECTIONS FOR TOP FLUSH INSTALLATION TO COORDINATE WITH RAFTERS AND ROOF DECK.

ROOF DECKING

1. 2 x 6 TONGUE AND GROOVE - V GROOVED W/ #1 SELECT FACE.2. DECKING SHALL BE TREATED FOR EXTERIOR USE. IF TREATMENT HAS COLOR OPTIONS, REFER TO THE ARCHITECT FOR SELECTION. TREATMENT

SHALL BE PROVIDED ON ALL PLANK SURFACES.3. ROOFING MEMBRANE SHALL USE FASTENERS IN COORDINATION WITH PLANK THICKNESS TO ELIMINATE PENETRATION THROUGH THE

ARCHITECTURAL SIDE OF THE PLANK.4. PLANKS SHALL BE ORIENTED PERPENDICULAR TO THE SPAN OF ITS SUPPORTING BEAMS.5. THE ARCHITECT SHALL PROVIDE DETAILING AS REQUIRED FOR EXTERIOR FASCIA TREATMENTS, SOFFITS, TRANSITIONS, ETC.

S1.01Sheet Title:

© 2019 Strohmeyer Architects, Inc.

Revisions:

Drawn:

Scale:

Checked:

Drawing Date: 12.27.19

D

Project Number: 19951

STRUCTURAL

DFW STRUCTURAL CONSULTING 12575 MILL RUN DRIVE FRISCO,

TEXAS 75

AS NOTED

Heath Texas

Amy Parks-Heath

Elementary

Outdoor Learing

Center

DFWSCI

KBB/BDM

# Revision Date Revision Description

12.27.2019

© 2019 DFW Structural Consulting, Inc.

12.27.19 Issued for Construction

DFW Structural Consulting, Inc.

Firm Registration No. F-10622

BradMiller@DFWSconsulting,net

KyleBurgy@DFWSconsulting.net

214-869-4406

1 FOUNDATION FRAMING PLANSCALE: 1/4" = 1'-0"

PLANNORTH

60'-0"

28'-0

"

1'-0"19'-4" 19'-4" 19'-4"59'-0"

1'-0

"13

'-0"

13'-0

"1'

-0"

1'-0"

1'-0

"

1'-0

"

12" CAULKED EXPANSION JOINTAROUND ALL COLUMN BASES(12 BASES, THUS) RE: 3/S3.01

INDICATES 12" WIDE x 12" DEEPSLAB STIFFENER BEAMS.

18" DIAMETER BELLED PIERS, TYP.2S3.01

2S3.01

1/S3.01 TYP. PIER AND COLUMNDETAILS

5" THICK, 3,000 PSI @ 28 DAYSLAB-ON-GRADE REINFORCED WITH#4 @ 12" O.C., EA. WAY, CENTEREDIN SLAB ON PREPARED SUB-GRADEPER THE GEOTECHNICALENGINEERING REPORT

3-#3 x 3'-0" ADD'L STEEL DIAGONALTO RE-ENTRANT CORNERS, TYP.

2 ROOF FRAMING PLANSCALE: 1/4" = 1'-0"

PLANNORTH

60'-0"

28'-0

"

5 18" x 10 12" GLU-LAM 5 18" x 10 12" GLU-LAM 5 18" x 10 12" GLU-LAM

5 18" x 10 12" GLU-LAM 5 18" x 10 12" GLU-LAM TRUSS 5 18" x 10 12" GLU-LAM

5 18" x 15" GLU-LAM RIDGE 5 18" x 15" GLU-LAM RIDGE 5 18" x 15" GLU-LAM RIDGE

5 1 8"

x 1

0 1 2"

GLU

-LA

M T

RU

SS

5 1 8"

x 1

0 1 2"

GLU

-LA

M T

RU

SS

5 1 8"

x 1

5" G

LU-L

AM

RID

GE

5 1 8" x

12" G

LU-L

AM V

ALLEY 5 18 " x 12" GLU-LAM

VALLEY

5 1 8"

x 1

0 1 2"

GLU

-LA

M T

RU

SS

5 1 8"

x 1

0 1 2"

GLU

-LA

M T

RU

SS

HSS 8 x 8 x 14" COLUMNS, TYP.

HSS 8 x 8 x 14" COLUMNS, TYP.

3 18" x 9" GLU-LAM RAFTERS @ 4'-0" O.C, MAX.W/ 2 x 6 T & G - V-GROOVE, #1 SELECT FACE ROOF DECK, TYP.

1S3.02

1S3.02

USE TYPICAL TRUSS DETAIL FOR THE DESIGN OFCONNECTION PLATES AND SUBMIT TO ENGINEER AS ASHOP DRAWING FOR REVIEW, TYP. @ DORMER FRAMING.

S2.01Sheet Title:

© 2019 Strohmeyer Architects, Inc.

Revisions:

Drawn:

Scale:

Checked:

Drawing Date: 12.27.19

D

Project Number: 19951

STRUCTURAL

DFW STRUCTURAL CONSULTING 12575 MILL RUN DRIVE FRISCO, TEXAS 75035

AS NOTED

Heath Texas

Amy Parks-Heath

Elementary

Outdoor Learing

Center

DFWSCI

KBB/BDM

# Revision Date Revision Description

12.27.2019

© 2019 DFW Structural Consulting, Inc.

12.27.19 Issued for Construction

DFW Structural Consulting, Inc.

Firm Registration No. F-10622

BradMiller@DFWSconsulting,net

KyleBurgy@DFWSconsulting.net

214-869-4406

1 TYP. PIER & CAP DETAILSCALE: 3/4" = 1'-0"

18 F

EET

BEL

OW

EX

ISTI

NG

GR

AD

E. R

E: G

EOTE

CH

NIC

AL

ENG

INEE

RIN

G R

EPO

RT

FOR

TO

P O

FST

RA

TUM

FO

R E

STIM

ATI

NG

PIE

R L

ENG

THS.

3" CLR. PIER STEEL, TYP.

PIER REINFORCING

3 TIES @ 3" AT TOP OF PIER, TYP.

RE: PLAN

5 TIES IN PIER CAP W/ 1- ADD'L #5VERTICAL IN CORNERSW/ 5 - #3 TIES W/ 3 TIES @ 3" AT TOPOF PIER CAP, TYP.

3"

8"1'

-9"

4 - 1" DIA. x 2'-5" ANCHOR BOLTS W/BOTTOM WASHER PL 38" x 3" x 0'-3"

BASE PL 1 12" x 16" x 1'-4"

2'-0" x 2'-0" x 2'-0" DEEP PIER CAP

3" NON-SHRINK BASE PLHIGH STRENGTH GROUT

HSS 8 x 8 x 14"

PIER REINFORCING

18" DIA. PIER

2" TYP.

2"TYP.

PLAN DETAIL

PIER CAP ELEVATION

28'-0"

1'-0

"TY

P.5"

TY

P. S

LAB

1'-0"TYP.

4 - #4 CON'T, TYP.

#3 STIRRUPS @ 12" O.C.

#3 STIRRUPS @ 12" O.C., TYP.2'-6"

#4 @ 12" O.C., EA. WAY,CENTERED IN SLAB

2 TYP. SLAB CROSS SECTIONSCALE: 3/4" = 1'-0"

12" CAULKED ISOLATION JOINT ABOUT SIDES OF PIER CAP, TYP.TOP OF PIER CAP SHALL BE 34" ABOVE TOP OF TOP OF SLAB-ON-GRADE, TYP.

3 TYP. SLAB ISOLATION JOINTSCALE: 3/4" = 1'-0"

DIAGONAL HATCH INDICATES TOP OF PIER CAP

STIPPLE INDICATES TOP OF SLAB-ON-GRADE

HSS 8 x 8 x 14" COLUMNS, TYP.

6 - #7 VERTICAL W/ #3 HOOPS@ 12" O.C.

S3.01Sheet Title:

© 2019 Strohmeyer Architects, Inc.

Revisions:

Drawn:

Scale:

Checked:

Drawing Date: 12.27.19

D

Project Number: 19951

STRUCTURAL

DFW STRUCTURAL CONSULTING 12575 MILL RUN DRIVE FRISCO, TEXAS 75035

AS NOTED

Heath Texas

Amy Parks-Heath

Elementary

Outdoor Learing

Center

DFWSCI

KBB/BDM

# Revision Date Revision Description

12.27.2019

© 2019 DFW Structural Consulting, Inc.

12.27.19 Issued for Construction

DFW Structural Consulting, Inc.

Firm Registration No. F-10622

BradMiller@DFWSconsulting,net

KyleBurgy@DFWSconsulting.net

214-869-4406

28'-0"

1'-0"

1'-0"

5 18" x 10 12" GLU-LAM B/CHORD

5 18 " x 9" GLU-LAM T/CHORD5

1 8" x

9" G

LU-LAM

DIA

GONAL

5 1 8"

x 9

" GLU

-LA

M V

ERTI

CA

L

NOTCH BOTTOM OF GLU-LAM FORFLUSH BOTTOM BEAM AND SEATINSTALLATION, TYP.

BOTTOM SADDLE PL 12", TYP.

SIDE SADDLE PL 38", TYP.

COLUMN CAP PL 34" x 12" x 1'-10", TYP.

HSS 8 x 8 x 14", TYP.

NOTES:

1. CONTINUOUS WELD SADDLE SIDE PLATES TO TRUSS SIDE PLATES, AND BOTTOMOF SADDLE PLATE TO TOP OF COLUMN CAP PLATE.

2. END TRUSSES ONLY HAVE ONE SIDED BEAM SADDLES. COORDINATE IN SHOPDRAWINGS.

3. SADDLE SIDE PLATES ARE PL 38", TYP.4. SADDLE BOTTOM PLATES ARE Pl 12", TYP.5. COLUMN CAP PL 34", TYP.6. SADDLE THRU BOLTS ARE 34" DIA., TYP.7. USE TYPICAL TRUSS DETAILS TO DESIGN ALL CONNECTIONS AND SUBMIT TO

ENGINEER FOR REVIEW IN SHOP DRAWINGS.8. SUBMIT SHOP DRAWINGS OF ALL FRAMING MEMBERS AND CONNECTIONS TO

ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.9. ALL WELDS SHALL BE CONTINUOUS.10. VERIFY ALL DIMENSIONS PRIOR TO DEVELOPMENT OF SHOP DRAWINGS AND

REPORT DISCREPANCIES TO ENGINEER. NON-REPORTED DISCREPANCIES ANDMISSING INFORMATION TO THE ENGINEER SHALL BE RESOLVED AT THECONTRACTOR'S EXPENSE.

11. ALL CONNECTION PLATES SHALL BE HOT DIP GALVANIZED TO G60. ALL BOLTSAND WASHERS SHALL BE GALVANIZED.

12. FIT ALL GLU-LAM TO GLU-LAM ABUTMENTS FOR A TIGHT FIT, TYP.13. NOT ALL CONNECTION PLATES AND ACCESSORIES ARE SHOWN. CONTRACTOR

SHALL USE TYPICAL DETAILS AND DESIGN MISSING INFORMATION AND SUBMITTO ENGINEER PRIOR TO FABRICATION.

T/COL. CAP PL AT BOTTOM OF B/TRUSSCHORD AT CENTER BEARING, TYP.

CLIP L 3 x 3 x 14' x 0'-6",BOTH SIDES.

SIDE PL 38" BOTH SIDES, TYP.

1'-0"

5 1/

8"G

LU-L

AM

1/8"

CLE

AR

TO

SID

E PL

2'-0" x 2'-0" MASONRY COLUMN

COLUMN CAP PL 34" x 12" x 1'-10"

28'-0"

COLUMN CAP PL

24" x 24" MASONRY COLUMN

CLIP L 3 x 3 x 0'-6"

10"

3/8"

PL

10"

3/8"

5 3/

8"

3/8"

10"

6 1/8"

3/8" 5 3/8" 3/8"

9 1/2"

2"3"

2"3"

7 7/8"

2" 3" 4 3/8"

1" T

YP.

1" T

YP.

2'-10 7/8"

2" 7 1/2" 8" 8" 7 1/2" 2"

SIDE PL 38" ON HORIZ. GLU-LAM

9 3/8" 8 1/8" 8 1/8" 9 3/8"

8 1/

2"

9"

1'-1

1/8

"

7"

2"

3"

CENTERLINE PLATES, TYP.

1'-11 1/2"

9 1/2" 6 1/8" 7 7/8"8

1/2"

7"

2" 3"

4 3/8"

9"

1'-8 1/4"

1 1/

2"

2"3"

5"

11 1/8"1

3/4"

90°

40°

50°

40°

50°

12

10

40°

1 TYP. TRUSS DETAILSSCALE: 3/4" = 1'-0"

2"

CENTERLINE PLATES, TYP.

1'-1

0"

1'-7"

7"

2"3" 5"

1 3/

4"

1'-0

7/8

"3/

8"

7"

2"3"

2"

3/8" 10"

5" 3" 2"

TRUSS SIDE PL 38"

GLU-LAM BEAMSADDLE PL 38", BOTH SIDES

SADDLE BOTT. PL 38"

1 3/

4"1'

-0 7

/8"

3/8"

SIDE VIEW

2/S3.02

S3.02Sheet Title:

© 2019 Strohmeyer Architects, Inc.

Revisions:

Drawn:

Scale:

Checked:

Drawing Date: 12.27.19

D

Project Number: 19951

STRUCTURAL

DFW STRUCTURAL CONSULTING 12575 MILL RUN DRIVE FRISCO, TEXAS 75035

AS NOTED

Heath Texas

Amy Parks-Heath

Elementary

Outdoor Learing

Center

DFWSCI

KBB/BDM

# Revision Date Revision Description

12.27.2019

© 2019 DFW Structural Consulting, Inc.

12.27.19 Issued for Construction

DFW Structural Consulting, Inc.

Firm Registration No. F-10622

BradMiller@DFWSconsulting,net

KyleBurgy@DFWSconsulting.net

214-869-4406

1'-0"

1'-0"

10

2"3"

1 1/

2"

BENT PL 316" x 6 12" x 0'-6 12", BOTH SIDES OF RAFTER W/ 2 12"

DIAMETER THRU BOLTS IN VERTICAL LEG OF ANGLE.

PROVIDE 2 - 12" DIAMETER x 5" EMBEDMENT LAGBOLTS FROM BENT PL TO T/GLU-LAM BEAM.USE SAME BOLT SPACING AS THROUGH BOLTS.

1 TYP. RAFTER CONNECTIONSSCALE: 3/4" = 1'-0"

SIMPSON BRAND TOP HUNG GLU-LAM BEAM HANGERSCUSTOM FABRICATED TO CORRECT SKEW. NAIL/SCREWPER MFG. INSTRUCTIONS. PROVIDE SHOP DRAWINGSFOR ENGINEER'S REVIEW PRIOR TO ORDERING.

SIMPSON BRAND MST - 48 TO CONNECT TOP RAFTER TOTOP RAFTER TO TOP RIDGE BEAM AT EACH RAFTER.

S3.03Sheet Title:

© 2019 Strohmeyer Architects, Inc.

Revisions:

Drawn:

Scale:

Checked:

Drawing Date: 12.27.19

D

Project Number: 19951

STRUCTURAL

DFW STRUCTURAL CONSULTING 12575 MILL RUN DRIVE FRISCO, TEXAS 75035

AS NOTED

Heath Texas

Amy Parks-Heath

Elementary

Outdoor Learing

Center

DFWSCI

KBB/BDM

# Revision Date Revision Description

12.27.2019

© 2019 DFW Structural Consulting, Inc.

12.27.19 Issued for Construction

DFW Structural Consulting, Inc.

Firm Registration No. F-10622

BradMiller@DFWSconsulting,net

KyleBurgy@DFWSconsulting.net

214-869-4406

5 18" x 10 12" GLU-LAM TRUSS

5 18" x 15" GLU-LAM RIDGE

5 1 8"

x 1

2" G

LU-L

AM

RID

GE

5 1 8" x

12" G

LU-L

AM V

ALLEY

5 18 " x 12" GLU-LAM RIDGE VALLEY

5 1 8"

x 1

0 1 2"

GLU

-LA

M T

RU

SS

5 1 8"

x 1

0 1 2"

GLU

-LA

M T

RU

SS

2/S3.02 SIM. - (DIFFERENTTRUSS PITCH)

1'-6

"3"

2"

1'-0 5/8"

3"

9"

53° 53°

37°

8 1/2"3"2"

6 -3/4" DIA. THRU BOLTS

37°

1"

2"

4 1/

2"

4 1/

2"

2"

1"1'

-1"

2'-3"

2" 3" 8 1/2" 8 1/2" 3" 2"

3/8" 5 1/8" 3/8"

BACK PL 12", BOTH SIDES

SIDE PL'S 38", TYP.

34" DIA. THRU BOLTS, TYP.

SKEWED VALLEY PLATES NOT SHOWNFOR CLARITY. VALLEY PLATES HAVE 4

THRU BOLTS IN LIEW OF 6.

USE TYPICAL DETAILS TO DESIGN AND DETAIL CONNECTIONPLATES AND BOLTS AT THESE LOCATIONS. SUBMIT TOENGINEER IN SHOP DRAWINGS FOR REVIEW PRIOR TOFABRICATION, TYP.

SKEWED SIDE PLATESAT VALLEYS.

NOTE: ALL GLU-LAMS ARE FLUSHTOP INSTALLED.

1 PARTIAL PLAN AT DORMERSCALE: 3/4" = 1'-0"

ELEVATION VIEW

USE TYPICAL SKEWED SIDE PLATESWITH 4 - 34" DIA. THRU BOLTS. SPACE

BOLTS TO ALLOW FOR INSTALLATION INCLOSE PROXIMITY TO ADJACENT

GLU-LAM BEAMS.

S3.04Sheet Title:

© 2019 Strohmeyer Architects, Inc.

Revisions:

Drawn:

Scale:

Checked:

Drawing Date: 12.27.19

D

Project Number: 19951

STRUCTURAL

DFW STRUCTURAL CONSULTING 12575 MILL RUN DRIVE FRISCO, TEXAS 75035

AS NOTED

Heath Texas

Amy Parks-Heath

Elementary

Outdoor Learing

Center

DFWSCI

KBB/BDM

# Revision Date Revision Description

12.27.2019

© 2019 DFW Structural Consulting, Inc.

12.27.19 Issued for Construction

DFW Structural Consulting, Inc.

Firm Registration No. F-10622

BradMiller@DFWSconsulting,net

KyleBurgy@DFWSconsulting.net

214-869-4406

H1

G1

SD

COLD WATER

VALVE BOX

3/4" STUB-UP AND

MANIFOLD ABOVE

SLAB TO 1/2" BELOW

SLAB TO SINK.

1/2" STUB-UP

1/2"

3/4"

SEE WATER

ROUTING DETAIL

TWO WAY CO

2" TIE-IN TO EXIST. 4"

SEWER AT CLEANOUT

FLOOR CO

SD SD SD SD SD SD SD SD SD SD SD

PLUMBING CONTRACTOR TO

REMOVE EXISTING STORM DRAIN

FROM BENEATH NEW BUILDING

FOOTPRINT AND REPLACE WITH

NEW SCHEDULE 40 PVC DRAIN PIPE.

REROUTE AS REQUIRED TO AVOID

NEW STRUCTURE.

EXISTING 12"

STORM

EXISTING 12"

STORM

EXISTING 6"

STORM

PLUMBING CONTRACTOR TO

REMOVE EXISTING STORM DRAIN

FROM BENEATH NEW BUILDING

FOOTPRINT AND REPLACE WITH

NEW SCHEDULE 40 PVC DRAIN PIPE.

REROUTE AS REQUIRED TO AVOID

NEW STRUCTURE.

UH#1

CF#1

CF#2

CF#3

S SS

AND NEW WORK REQUIRED FOR INSTALLATION OF A COMPLETE AND

WORKING SYSTEM.

SUBMISSION OF BID WILL BE CONSIDERED ACKNOWLEDGMENT THAT THE

CONTRACTOR HAS VISITED THE SITE AND HAS VERIFIED ALL EXISTING JOB

CONDITIONS AND INCLUDED ANY NECESSARY MODIFICATION TO EXISTING

Tyler | Austin | Houston | DFW | El PasoTBPE Firm Registration No. F-893www.EMAengineer.comPhone: 1 . 800 . 933 . 0538

EMA Engineering & Consulting

C

A

B

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1 2 3 4 5

C

A

Sheet Title:

B

© 2019 Strohmeyer Architects, Inc.

ACAD File:

Revisions:

Drawn:

Scale:

Checked:

Drawing Date:

D

Project Number:

D

ec 18, 2019 - 1:25pm

U

ser: M

Hensley

Z

:\S

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OC

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ALL\1 157 0079 001 A

MY

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S\M

EC

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MY

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P101.dw

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1 157 0079 001 AMY PARKS ES MP101.dwg

12/18/19

FOR BIDDING AND CONSTRUCTION

HEATH, TX

AMY PARKS-HEATHELEMENTARY

OUTDOOR LEARNINGCENTER

1

MECHANICAL FLOOR PLAN

1/8"=1'-0"

2

PLUMBING FLOOR PLAN

1/8"=1'-0"

G1

CONCESSION SINK

A.D.A.

ELKAY

LRAD-1918-60-1

TEMP/COLD 6" DEEP BASIN, LK-2088-13 FAUCET, P-TRAP, SUPPLIES W/ STOPS, OFFSET TAILPIECE, REAR DRAIN,

DUO-STRAINER, TMV EQUAL TO LEONARD 270 LF

H1

EXTERIOR

HOSE BIBB

WOODFORD

B67

COLD VACUUM BREAKER, RECESSED IN LOCK BOX, VERIFY WALL THICKNESS

DESCRIPTIONMARK

PLUMBING FIXTURE SCHEDULE

SUPPLYMANUFACTURER & NO. ELEC. DATA ACCESSORIES

4

PLUMBING RISER

N.T.S.

G1

H1

CO

CO

1 1/2"

1/2"

3/4"

2"

2"

P

1

5 WATTS/FOOT

HEAT TRACE

2" TO TIE-IN TO

EXIST. 4" SEWER

AT CLEANOUT

5

WATER ROUTING

N.T.S.

NEW 3/4"

REMOVE EXISTING

BRICK AS NEEDED

FOR WATER STUB

OUT

NEW 3/4" TO TIE

IN TO EXISTING

2" WATER LINE

ABOVE CEILING

EXISTING HOSE

BIB TO REMAIN

NEW 3/4" SOFT DRAWN

COPPER WATER LINE

FED DOWN FROM

ABOVE CEILING

18 GA SHEET METAL

SHROUD TO COVER

EXPOSED WATER LINE

(PAINT TO MATCH BRICK)

SAW CUT EXIST.

CONCRETE PAD

FOR NEW WATER

INSTALL AND

PATCH TO MATCH

5 WATTS/FOOT

HEAT TRACE

1. PLUMBING CONTRACTOR SHALL REFER TO

ARCHITECTURAL PLANS FOR A.D.A. PLUMBING FIXTURE

AND STANDARD MOUNTING HEIGHTS.

2. PLUMBING CONTRACTOR TO COORDINATE ALL PIPING

ROUTING ABOVE WITH MECHANICAL AND ELECTRICAL

CONTRACTORS BEFORE INSTALLING.

3. ALL VALVES SHALL BE INSTALLED NO HIGHER THAN 2'-0"

ABOVE THE CEILING. ACCESS DOORS TO BE INSTALLED

AT ALL HARD CEILING LOCATIONS.

4. ALL PIPING PENETRATIONS SHALL BE SLEEVED.

COMPLETELY GROUT AROUND OUTSIDE OF SLEEVE AND

FILL SLEEVE VOID AROUND PIPE WITH FIBERFRAX

FYRE-PUTTY.

5. AT ALL DISSIMILAR METAL CONNECTIONS, PROVIDE AND

INSTALL DIELECTRIC UNIONS IMMEDIATELY TO MINIMIZE

USE OF GALVANIZED PIPE MATERIAL.

6. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE

MECHANICAL CONTRACTOR MOUNTING HEIGHTS OF ALL

AIR HANDLERS TO GUARANTEE POSITIVE DRAINAGE OF

ALL CONDENSATE DRAINS (1/8" PER FT. SLOPE -

MINIMUM).

7. MECHANICAL CONTRACTOR TO PROVIDE TO THE

PLUMBING CONTRACTOR THE RECOMMENDED AC

MANUFACTURERS' DATA FOR CONDENSATE TRAPS PER

EACH TYPE OF UNIT.

8. PLUMBING CONTRACTOR TO PROVIDE TRAP PRIMERS TO

ALL FLOOR DRAINS, SHOWER DRAINS, OPEN SITE DRAINS

AND FLOOR SINKS.

9. DO NOT INSTALL PLUMBING VENTS WITHIN 10'-0" OF ANY

ROOFTOP UNITS OR FRESH AIR UNITS / INTAKES.

COORDINATE WITH MECHANICAL CONTRACTOR.

10. ALL CONCEALED EXISTING PIPING SHOWN IS BASED ON

EXISTING M.E.P. DRAWINGS. FIELD VERIFY AS

NECESSARY.

11. PLUMBING CONTRACTOR TO COORDINATE ROUTING OF

ANY NEW SEWER PIPING UNDER EXISTING BUILDINGS

WITH STRUCTURAL ENGINEER TO AVOID PIERS.

PLUMBING GENERAL NOTES

@ 208V

MOUNTING BRACKET, FAN TIME DELAY SWITCH

KW

3.0

REMARKS:

SUMMER/WINTER SWITCH, UNIT MOUNT THERMOSTAT,

H.P.

SYSTEM

C.F.M.

MOTOR ELECTRICAL

DATA

350208V., 1PH

AMPSMARK

14.5HUHAA-320

BERKO

MFG. USED IN DESIGN

PART NO.

UNIT HEATER SCHEDULE

A

1/100

CF # 1, 2, 3A

ELECTRICAL

@E.S.P.

MARK

CFM

DATA

ACCESSORIES:SONES

H.P./W

MOTOR

MODEL

MANUFACTURER

CONTROL

FAN SCHEDULE

BY OWNER/ARCHITECT

-

5'-0", LOW PROFILE MOUNT, WALL MOUNT CONTROL,COLOR.

20 WSWITCH

-

BIG ASS FAN

208 V., 1ph.

HAIKU

A

AUH # 1

1. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR

REMOVAL OR ADJUSTMENT OF ALL HOLD DOWN BOLTS ON

COMPRESSORS AT HVAC EQUIPMENT TO ALLOW FOR PROPER

VIBRATION ISOLATION.

2. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR

REMOVAL OF ALL ABANDONED SCREWS, PIPING, TAPE, PAPERS,

PACKING PRODUCTS, ETC.

3. ALL EQUIPMENT SHALL BE PROPERLY LABELED PER

SPECIFICATIONS.

4. COORDINATE ALL EQUIPMENT WITH ALL TRADES BEFORE

INSTALLING.

MECHANICAL GENERAL NOTES

ATTACH TO WALL

VERTICAL

AIR FLOW DESIGN

PULL THROUGH

ADJUSTABLE

LOUVERS

UNIT HEATER SHALL BE INSTALLED

TO MEET OR EXCEED MANUFACTURERS

REQUIREMENTS

TOTALLY-ENCLOSED

MOTOR

3

ELECTRIC CONVERTIBLE UNIT HEATER

N.T.S.

S

LW

DE D

LW

LWLW

LW LW

LW

LWLW

LW

LW

LW

4

4 4

4

4 44

44

4

4

4

LZ

LE

3

OL-15OL-17

S

OL-1

OL-3

OL-5

OL-7

TX

OL

J

J

1

11

1

1

1

1

1

2

2

OL-9

OL-11

OL-2

OL-6

OL-10

UH#1

CF#1

CF#2

CF#3

OL-14

1 1

6

OL-15

7

8

AND NEW WORK REQUIRED FOR INSTALLATION OF A COMPLETE AND

WORKING SYSTEM.

SUBMISSION OF BID WILL BE CONSIDERED ACKNOWLEDGMENT THAT THE

CONTRACTOR HAS VISITED THE SITE AND HAS VERIFIED ALL EXISTING JOB

CONDITIONS AND INCLUDED ANY NECESSARY MODIFICATION TO EXISTING

Tyler | Austin | Houston | DFW | El PasoTBPE Firm Registration No. F-893www.EMAengineer.comPhone: 1 . 800 . 933 . 0538

EMA Engineering & Consulting

C

A

B

D

1 2 3 4 5

1 2 3 4 5

C

A

Sheet Title:

B

© 2019 Strohmeyer Architects, Inc.

ACAD File:

Revisions:

Drawn:

Scale:

Checked:

Drawing Date:

D

Project Number:

D

ec 18, 2019 - 1:26pm

U

ser: M

Hensley

Z

:\S

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P101.dw

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1 157 0079 001 AMY PARKS ES EP101.dwg

12/18/19

FOR BIDDING AND CONSTRUCTION

HEATH, TX

AMY PARKS-HEATHELEMENTARY

OUTDOOR LEARNINGCENTER

1

ELECTRICAL FLOOR PLAN

1/8"=1'-0"

2

LIGHITNG FLOOR PLAN

1/8"=1'-0"

3

ELECTRICAL RISER DIAGRAM

N.T.S.

GENERAL RISER NOTES:

1. WHEREVER THE LENGTH OF THE SECONDARY CONDUCTORS OF ANY

TRANSFORMER EXCEEDS TEN FEET, AN ENCLOSED CIRCUIT BREAKER OR

FUSED DISCONNECT IS REQUIRED TO BE PROVIDED WITHIN TEN FEET OF THE

TRANSFORMER SECONDARY TERMINALS IN ACCORDANCE WITH NEC ARTICLE

240-21(C)(2). THIS OVERCURRENT DEVICE SHALL HAVE AN AMP RATING EQUAL

TO THE AMP RATING OF THE PANEL BEING SERVED. IF THIS OCCURS AND THE

PANEL IS IN THE SAME ROOM, THE PANEL BEING FED MAY BE CHANGED TO

MAIN LUG ONLY.

2. SERVICE ENTRANCE FEEDERS DO NOT REQUIRE AN EQUIPMENT GROUNDING

CONDUCTOR.

3. PROVIDE AND INSTALL BURNDY OR NSI (OR APPROVED EQUIVALENT) UL RATED

COMPRESSION REDUCING PIN TERMINALS ON COPPER / ALUMINUM

CONDUCTORS AS REQUIRED. SEE IMAGE TO THE RIGHT

4. UTILITY WORK SHOWN HERE IS PROPOSED AND MAY NOT INCLUDE ALL UTILITY

COMPANY REQUIREMENTS. COORDINATE FINAL UTILITY LOCATION, EASEMENT

REQUIREMENTS, TRANSFORMER SIZE AND LOCATION, TRANSFORMER PAD

SIZE, MEANS OF DISCONNECT REQUIREMENTS, ETC. WITH UTILITY COMPANY

BEFORE BIDDING.

ALL TRANSFORMERS TO BE 150°C RISE.

ALL TRANSFORMERS SERVING PANELS WITH AN ISOLATED GROUND OR

DOUBLE SIZED NEUTRAL ARE TO HAVE A RATING OF K-13 OR GREATER. ALL

OTHER TRANSFORMERS ARE TO BE RATED K-1 OR GREATER.

TRANSFORMER INFORMATION

PANEL

OLPANEL

EXISTING

30S

30G

30P

TRANSFORMER30 KVA

TXOL

P2

3-#6, 1-#10 GRN, 1"C.

PRIMARY SIDE OF XFMR [480 VOLT]

30P

4-#1/0, 1-#6 GRN, 2"C.

SECONDARY SIDE OF XFMR [208]

30S

30G #6 GRN

TRANSFORMER GROUNDS

1. BRANCH CIRCUIT - PROVIDE A SEPARATE NEUTRAL CONDUCTOR FOR EACH CIRCUIT. MULTIPLE

CIRCUITS SHALL NOT SHARE A COMMON NEUTRAL. NEUTRAL CONDUCTORS SHALL BE SIZED AS LARGE

AS THE PHASE CONDUCTORS. NEUTRAL CONDUCTORS SHALL NOT BE OF A REDUCED SIZE.

2. CONDUIT - ALL CONDUIT AND/OR CABLING SHALL BE INSTALLED BETWEEN THE BOTTOM AND TOP

CHORD OF JOIST. WHERE NO CEILINGS ARE SCHEDULED, ALL CONDUIT SHALL BE UP AGAINST BOTTOM

OF THE TOP CHORD.

3. CONDUIT - ROUTE CONDUIT IN EXPOSED AREAS PERPENDICULAR OR PARALLEL TO WALLS. ROUTE

CONDUIT AS HIGH AS POSSIBLE AND ROUTE CONDUIT RUNS ADJACENT TO EACH OTHER. CONDUITS

SHALL BE ORDERLY AND NEAT.

4. DEVICES - VERIFY ALL INSTALLATION HEIGHTS OF RECEPTACLES WITH ARCHITECTURAL CASEWORK

DETAILS BEFORE ROUGH-IN.

5. EQUIPMENT - DURING THE SUBMITTAL PHASE, THIS CONTRACTOR SHALL SUBMIT LAYOUT OF ALL

PANELS, SWITCHGEAR, TRANSFORMERS, CONTACTORS, ETC. IN EACH EQUIPMENT ROOM WHERE THIS

EQUIPMENT IS LOCATED. ALL LAYOUTS MUST BE DRAWN TO SCALE AND DIMENSIONED.

6. UTILITY - THE CONTRACTOR AND SUBCONTRACTORS SHALL COORDINATE WITH ALL UTILITY COMPANIES

AND THE OWNER'S REPRESENTATIVE TO DETERMINE THE LOCATION OF ALL EXISTING LINES AND

UTILITIES BEFORE DITCHING IS PERFORMED. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE

RESPONSIBLE FOR REPAIR OF ANY CUT OR DAMAGED LINES OR UTILITIES THAT ARE NOT SHOWN ON

ANY PLANS.

7. MECHANICAL - EXACT MECHANICAL EQUIPMENT LOCATIONS AND TYPE SHALL BE COORDINATED WITH

MECHANICAL PLANS AND MECHANICAL CONTRACTOR. DO NOT INSTALL CONDUIT/CABLING WITHIN 3'-0"

OF ANY HVAC UNIT UNLESS THE CONDUIT AND/OR CABLING SERVES THAT UNIT.

8. MECHANICAL - UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS, PROVIDE A

LISTED MANUAL MOTOR-CIRCUIT SWITCH AS A DISCONNECTING MEANS AT EACH MOTOR. FOR MOTORS

SHOWN WITH "MS" PROVIDE A LISTED MANUAL MOTOR -CIRCUIT SWITCH WITH OVERLOAD PROTECTION

AS A DISCONNECTING MEANS AT EACH MOTOR.

9. MECHANICAL - REFER TO THE MECHANICAL SHEETS FOR ALL SENSOR LOCATIONS (THERMOSTAT,

HUMIDISTAT, CO2, etc.), DUCT DETECTORS, CONTROL RELAYS, MOTORIZED DAMPERS, SFDs, etc. THIS

CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONDUIT, BACK BOXES AND LINE

VOLTAGE WIRING TO SENSORS, DEVICES, etc. AS REQUIRED TO ENSURE A COMPLETE AND

OPERATIONAL SYSTEM. FOR MORE INFORMATION, REFER TO SPECIFICATIONS AND SENSOR

INSTALLATION DETAIL.

10. DEVICES - VERIFY WHITEBOARD AND TACKBOARD LOCATIONS WITH ARCHITECTURAL PLANS. DO NOT

INSTALL DEVICES IN THESE AREAS.

ELECTRICAL GENERAL NOTES

(SOME NOTES MAY NOT BE USED)

ELECTRICAL PLAN NOTES

(SOME NOTES MAY NOT BE USED)

WEATHERPROOF GFCI MAINTENANCE OUTLET 18" A.F.F. PROVIDE A HUBBELL #RW51040 OR #RW51470

WEATHERPROOF COVER TO MATCH THE RECEPTACLE STYLE PROVIDED BY THIS CONTRACTOR.

JUNCTION BOX FOR HEAT TRACE TAPE ON WATER LINES. COORDINATE EXACT LOCATION OF HEAT TRACE

TAPE WITH PLUMBING CONTRACTOR AND EXTEND WIRING TO THAT LOCATION.

INSTALL LUMINAIRES IN THIS SPACE AT 9'-0" A.F.F. INSTALL LUMINAIRES TO AVOID MECHANICAL

EQUIPMENT.

INSTALL BOTTOM OF LUMINAIRES IN THIS SPACE FLUSH WITH BOTTOM OF BEAM. INSTALL LUMINAIRES TO

AVOID MECHANICAL EQUIPMENT.

PROVIDE A 60A DISCONNECT WITH 45A FUSES IN OUTDOOR LEARNING CENTER STORAGE ROOM. SEE

PLAN TITLE #1 ON THIS SHEET FOR MORE INFORMATION.

CENTER OUTLET ALONG LENGTH OF CMU WALL. SHOWN HERE FOR CLARITY DUE TO CEILING FAN.

DISCONNECT ON PRIMARY SIDE OF TRANSFORMER. SEE RISER DIAGRAM FOR MORE INFORMATION.

APPROXIMATE LOCATION OF EXISTING WIRE GUTTER ON EXTERIOR WALL OF AMY PARKS ELEMENTARY

THAT SERVED PORTABLES THAT HAVE BEEN REMOVED. EXISTING WIRE GUTTER HAS WIRE IN IT THAT

RUNS BACK TO THREE POLE 125A BREAKER IN EXISTING 480V 3Ø PANEL P2 IN EXISTING ELECTRICAL

ROOM #303. EXTEND WIRE AND CONDUIT FROM WIRE GUTTER UNDERGROUND TO DISCONNECT IN

STORAGE ROOM OF NEW OUTDOOR LEARNING CENTER. SEE RISER DIAGRAM FOR MORE INFORMATION.

1

2

3

4

5

6

7

8

EXISTING WIRE GUTTER

ON EXTERIOR WALL FO

BUILDING

EXTEND EXISTING CONDUIT AND WIRE

5

AND NEW WORK REQUIRED FOR INSTALLATION OF A COMPLETE AND

WORKING SYSTEM.

SUBMISSION OF BID WILL BE CONSIDERED ACKNOWLEDGMENT THAT THE

CONTRACTOR HAS VISITED THE SITE AND HAS VERIFIED ALL EXISTING JOB

CONDITIONS AND INCLUDED ANY NECESSARY MODIFICATION TO EXISTING

Tyler | Austin | Houston | DFW | El PasoTBPE Firm Registration No. F-893www.EMAengineer.comPhone: 1 . 800 . 933 . 0538

EMA Engineering & Consulting

C

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1 2 3 4 5

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Sheet Title:

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© 2019 Strohmeyer Architects, Inc.

ACAD File:

Revisions:

Drawn:

Scale:

Checked:

Drawing Date:

D

Project Number:

D

ec 18, 2019 - 10:33am

U

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Hensley

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1 157 0079 001 AMY PARKS ES EP701.dwg

12/18/19

FOR BIDDING AND CONSTRUCTION

HEATH, TX

AMY PARKS-HEATHELEMENTARY

OUTDOOR LEARNINGCENTER

S

- BUTTON INFO - SENSOR INFO OTHER

CONTROLS

SWITCHING & ZONING INFO SEQUENCE OF OPERATION

See IECC C405.2.1.1.2See IECC C405.2.1.1.3 & C405.2.2.1

Provide a blink warning one-minute before time extinguishes to warn occupants that the luminaires are about to turn off.

OFF

ON

ON / OFF

S

BUTTON INFOSYMBOLS LEGEND - THESE ANNOTATIONS APPLY TO THIS SHEET ONLY.

LIGHTING CONTROL CHART - IECC 2015

TIMER

30 MIN

2 HR

ON

10 MIN

60 MIN

OFF

Ts

LETIMEOUT - 20min

OCCUPANCY - Auto "On"

1) SWITCH -- ON - Drivers in all luminaires set to 100%. OFF - All drivers set to 0% and powered off.

2) MOTION SENSOR -- OCCUPANCY MODE - Shall turn all luminaires off after timeout expires. Shall automatically turn all luminaires on to 100% (per Endangerment exception IECC C405.2.1.1(2)) upon detection of major or minor motion.

Smart Switch - On / Off See Switching & Zoning Info

below for additional details

and requirements.

See Symbols in Legend

below

LZ

1) SWITCH -- 2HR - Drivers in all luminaires set to 100% for 2 hours. 60 MIN - Drivers in all luminaires set to 100% for 60 minutes. 30 MIN - Drivers in all luminaires set to 100% for 30 minutes. 10 MIN - Drivers in all luminaires set to 100% for

10 minutes. OFF - All drivers set to 0% and powered off.

2) MOTION SENSOR -- Not Required

Ts See Switching & Zoning Info

below for additional details

and requirements.

MOTION SENSOR - N/RSmart Switch - Timer

6 FEET IN

LENGTH MAX.

DO NOT INSTALL

CORRECT INSTALLATION

JUNCTION BOX

10

LUMINAIRE WIRING

N.T.S.

6 FEET IN

LENGTH

MAX.

(TYPICAL)

FLEXIBLE

CONDUIT OR AS

SPECIFIED.

SUSPENDED CEILING

LUMINAIRES

AS REQUIRED

WHERE THERE IS MORE THAN 3'-0"

BETWEEN TOP OF STEEL AND CEILING

REFER TO CONDUIT SUPPORT DETAIL.

INSTALL PER NEC 300.4(E)

JOIST

1

EXPOSED CONDUIT ROUTING

N.T.S.

AND ROUTE CONDUIT RUNS ADJACENT TO

EACH OTHER. CONDUIT SHALL BE

ORDERLY AND NEAT.

ROUTE CONDUIT IN EXPOSED AREAS

PERPENDICULAR OR PARALLEL TO WALLS.

ROUTE CONDUIT AS HIGH AS POSSIBLE

3" MIN.

12" MAX.

ROOF

WALL

ROOF

ROUTE CONDUIT IN WALL UP AS

HIGH AS POSSIBLE. DO NOT RUN

CONDUIT EXPOSED ON WALL.

CEILING

6"

2

IMPERVIOUS BARRIER EQUAL TO BENTONITE SLURRY OR CALECHE ROCK

N.T.S.

TOPSOIL

CONDUIT

DITCH DEPTH MINUS

6" FOR TOPSOIL

INSTALL 12" THICK IMPERVIOUS

BARRIER AT BUILDING LINE AND

15'-0" OUT FROM BUILDING ON ALL

LINES WHICH TRAVEL UNDER

BUILDING GRADE BEAM

12"

IMPERVIOUS BARRIER

EQUAL TO BENTONITE

SLURRY OR CALECHE

ROCK

3" 2" 3"

4"

3"

MIN MIN MIN

MIN

MIN

3

UNDERGROUND FEEDER CONDUITS

N.T.S.

SUPPORT CONDUIT

PER NEC 352.30B

PLASTIC SPACE

SUPPORTS

CONDUIT (QUANTITY

VARIES)

SAND BACKFILL/

EMBEDMENT

EARTH FILL

WARNING TAPE

GRADE

24"

MIN.

12" MAX

PER NEC 300.5(A)

PER NEC 300.5(D)(3)

SEE SPECIFICATION SECTION 26 21 00 PART 3.2 FOR MORE INFORMATION.

2" 2"

7

WALL PENETRATION

N.T.S.

CONDUIT

WALL - SEE ARCHITECTURAL FOR

CONSTRUCTION TYPE

GALVANIZED

STEEL SLEEVE

FILL PER SPECIFICATION

AND NEC

3M FIRE BARRIER RC-1 RESTRICTING

COLLAR OR PPD. (FOR FIRE RATED

WALL PENETRATIONS OR EXTERIOR

WALLS)

CONDUIT

3M FIRE BARRIER FS-195+

WRAP/STRIP. (FOR FIRE

RATED WALL PENETRATIONS

OR EXTERIOR WALLS)

NEUTRAL

LINE

NORMAL BALLAST

6

POWER CONNECTIONS FOR EMERGENCY LIGHTS

N.T.S.

CONNECTIONS FOR EMERGENCY FLUORESCENT/LED LIGHTS

EMERGENCY BATTERY BALLAST

UNIT

TO GENERAL

PURPOSE LUMINAIRES

ON SAME CIRCUIT.

5

PENDANT LUMINAIRE INSTALLATION WITH EXPOSED CEILING

N.T.S.

S.O. CABLE OR

INCLUDED CORD

BRANCH CIRCUIT

CONDUIT SUPPORT

PER SPECIFICATIONS

1900 BOX WITH COVER

PAINT PER

SPECIFICATIONS

BUILDING STRUCTURE

ZIP TIE

ZIP TIE

ZIP TIE

AIRCRAFT CABLE

AIRCRAFT CABLE

JUNCTION BOX

INSTALL PER NEC 300.4(E)

3"MINIMUM

WHERE FULL WEBB BEAM IS USED IN LIEU OF OPEN

WEBB BEAM, PROVIDE BEAM CLAMPS ON TOP FLANGE

OF BEAM TO SUSPEND AIRCRAFT CABLE TO STRUCTURE

FOR LUMINAIRE SUPPORT.

4

ELECTRICAL EQUIPMENT IDENTIFICATION

N.T.S.

NOTES:

1. ATTACH SECURELY WITH NON-CORRODING STAINLESS STEEL SCREWS, NON-CORRODING POP RIVETS

ARE ACCEPTABLE, ADHESIVE ATTACHMENT IS NOT ACCEPTABLE.

2. LABEL ALL PANELBOARDS, SWITCHBOARDS, TRANSFORMERS, HVAC DISCONNECT SWITCHES, AND

MOTOR CONTROL CENTERS AS REQUIRED, REFERENCE SPECIFICATION SECTION 260553.

Fed from MDP

277/480V, 3PH, 4W

BC2

Circuit BAC-15

208V, 3PH

A/C # B105

PANELBOARD LABEL (TYPICAL) HVAC DISCONNECT SWITCH LABEL (TYPICAL)

9

ISOLATION PAD

N.T.S.

4" CONCRETE HOUSE

KEEPING PAD

PROVIDE AN

ISOLATION PAD HERE

BACK OFF NUT APPROX. 1/4

TURN AFTER INSTALLATION

TRANSFORMER BRACKET

GN

8

TRANSFORMER GROUND

N.T.S.

480V

NEUTRAL

EQUIPMENT

GROUNDING

CONDUCTOR

EQUIPMENT

BONDING

JUMPER

NEAREST BUILDING STEEL IF

INSIDE OR STEEL IN PAD AND

GROUND ROD IF OUTSIDE

GROUNDING

ELECTRODE

CONDUCTOR

ISOLATED

NEUTRAL

TERMINAL

SYSTEM

BONDING

ELECTRODE

DISCONNECTING MEANS

OR PANEL WITH MAIN

BREAKER

208Y/120V

DRY-TYPE

TRANSFORMER

PANELBOARD OR SWITCHBOARD - REFER TO SCHEDULE & RISER

POWER TRANSFORMER - DESCRIBED IN SCHEDULE, RISER AND/OR SPECIFICATIONS

GROUND

T

ELECTRICAL POWER SYMBOLS

SAFETY SWITCH - MOUNT 30" ABOVE FINISH GRADE MAX. OR AS DIRECTED

FLUSH MOUNT EQUIPMENT PANEL, RACK, CABINET, AMPLIFIER, ETC. AS NOTED.

SURFACE MOUNT EQUIPMENT PANEL, RACK, CABINET, AMPLIFIER, ETC. AS NOTED.

DUPLEX RECEPTACLE - 18" A.F.F OR AS NOTED

QUAD RECEPTACLE - 18" A.F.F. OR AS NOTED

MULTI-POLE RECEPTACLE - 18" A.F.F. OR AS NOTED

QUAD RECEPTACLE WITH ISOLATED GROUND - 18" A.F.F. OR AS NOTED

DUPLEX RECEPTACLE WITH ISOLATED GROUND RECEPTACLE - 18" A.F.F. OR AS NOTED

JUNCTION BOX - 18" A.F.F. - 3/4"C. TO CORRIDOR ATTIC SPACE OR AS NOTED

EXISTING RECEPTACLE

T

THERMOSTAT, CO2 SENSOR, HUMIDITY SENSOR - SEE SENSOR MOUNTING DETAIL FOR MOUNTING HEIGHT AND ADDITIONAL REQUIREMENTS

C2 H

M

EF

SF

P

HOME RUN WITH CIRCUIT DESIGNATION(S) - LETTER DENOTES PANEL

BRANCH CIRCUIT

SWITCH CIRCUIT

UNDERGROUND POWER CIRCUIT

CL-1

J

PUMP MOTOR - PROVIDED BY MECHANICAL OR AS NOTED WITH MOTOR SWITCH WITH OVERLOAD SQ.D. CLASS 2510 IN NEMA ENCLOSURE (TYPE K) OR AS NOTED

SUPPLY FAN - PROVIDED BY MECHANICAL OR AS NOTED WITH MOTOR SWITCH WITH OVERLOAD SQ.D. CLASS 2510 IN NEMA ENCLOSURE (TYPE K) OR AS NOTED

EXHAUST FAN - PROVIDED BY MECHANICAL OR AS NOTED WITH MOTOR SWITCH WITH OVERLOAD SQ.D. CLASS 2510 IN NEMA ENCLOSURE (TYPE K) OR AS NOTED

MOTOR WITH MOTOR SWITCH WITH OVERLOAD SQ.D. CLASS 2510 IN NEMA ENCLOSURE (TYPE K) OR AS NOTED- FINAL CONNECTION BY ELECTRICAL

IN-GRADE PULL BOX/HAND HOLE - PROVIDE AS REQUIRED

MULTI-POLE RECEPTACLE - 208V 1Ø 30A ISOLATED GROUND HUBBELL TWIST-LOCK #IG2620 RECEPTACLE OR EQUAL - 18" A.F.F. OR AS NOTED

GFCI DUPLEX RECEPTACLE - 6" ABOVE MILLWORK BACKSPLASH IF SHOWN ON MILLWORK OR 18" A.F.F. - VERIFY MILLWORK LOCATION WITH ARCHITECT.

NOTES:

1. SOME SYMBOLS MAY NOT BE USED.

2. ACCESSIBLE DEVICES HIGHEST OPERABLE PART TO BE 46" MAXIMUM/18" MINIMUM A.F.F. - REFER TO

ARCHITECTURAL DRAWINGS.

3. DIMENSIONS GIVEN A.F.F. ARE TO BOTTOM OF BOX.

HOME RUN WITH CIRCUIT DESIGNATION(S) - TEXT DENOTES PANEL AND CIRCUIT

BRANCH CIRCUIT, INDICATES LUMINAIRES ON A CIRCUIT, NOT INTENDED TO SHOW ROUTING

SWITCH CIRCUIT, TYPICAL CONTROL PER SPACE

UNDERGROUND BRANCH CIRCUIT - APPROXIMATE ROUTE SHOWN

CL-1

KEYED SWITCH LOCATION - (SAME AS ABOVE) - KEY OPERATED, PROVIDE 12 EXTRA KEYS FOR OWNER

SWITCH LOCATION - STANDARD / PROGRAMMABLE, 3-WAY, 4-WAY - MOUNTED AT 44" A.F.F. UNLESS NOTED

LUMINAIRE - RECESSED / SURFACE / PENDANT - SEE LUMINAIRE SCHEDULE & SPECS - LETTER INDICATES TYPE

ILLUMINATED EXIT SIGN - NOT SWITCHED, CONTINUOUSLY LIT, BATTERY OPERATED

EMERGENCY LUMINAIRE - (SAME AS ABOVE) - SWITCHED, WITH BATTERY, GENERATOR OR UPS BACKUP - MOUNTED AT 7'-6" A.F.F. UNLESS NOTED

SS

SS

43

3K 4K

PHOTOCELL - SEE SPECS FOR LOCATION, QUANTITY, COMMISSIONING, ETC.

LIGHTING SYMBOLS

EXTERIOR LUMINAIRE - SEE LUMINAIRE SCHEDULE FOR MORE INFORMATION

DZ DAYLIGHTING ZONE - REFER TO LIGHTING CONTROL CHART FOR MORE INFORMATION

NOTES:

1. SOME SYMBOLS MAY NOT BE USED.

2. ACCESSIBLE DEVICES HIGHEST OPERABLE PART TO BE 46" MAXIMUM/18" MINIMUM A.F.F. - REFER TO ARCHITECTURAL DRAWINGS.

3. DIMENSIONS GIVEN A.F.F. ARE TO BOTTOM OF BOX.

4. SEE LIGHTING CONTROL CHART FOR SWITCH, MOTION SENSOR AND PHOTOCELL INFORMATION AND CONTROL.

MOTION SENSOR - SEE SPECS FOR LOCATION, QUANTITY, COMMISSIONING, ETC.

EMERGENCY LUMINAIRE - (SAME AS ABOVE) - NOT SWITCHED, WITH BATTERY, GENERATOR OR UPS BACKUP

S

S

K

AND NEW WORK REQUIRED FOR INSTALLATION OF A COMPLETE AND

WORKING SYSTEM.

SUBMISSION OF BID WILL BE CONSIDERED ACKNOWLEDGMENT THAT THE

CONTRACTOR HAS VISITED THE SITE AND HAS VERIFIED ALL EXISTING JOB

CONDITIONS AND INCLUDED ANY NECESSARY MODIFICATION TO EXISTING

Tyler | Austin | Houston | DFW | El PasoTBPE Firm Registration No. F-893www.EMAengineer.comPhone: 1 . 800 . 933 . 0538

EMA Engineering & Consulting

C

A

B

D

1 2 3 4 5

1 2 3 4 5

C

A

Sheet Title:

B

© 2019 Strohmeyer Architects, Inc.

ACAD File:

Revisions:

Drawn:

Scale:

Checked:

Drawing Date:

D

Project Number:

D

ec 18, 2019 - 10:34am

U

ser: M

Hensley

Z

:\S

trohm

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rchitects\R

OC

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ALL\1 157 0079 001 A

MY

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S\E

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C 1 157 0079 001\1 157 0079 001 A

MY

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P702.dw

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1 157 0079 001 AMY PARKS ES EP702.dwg

12/18/19

FOR BIDDING AND CONSTRUCTION

HEATH, TX

AMY PARKS-HEATHELEMENTARY

OUTDOOR LEARNINGCENTER

1

2

3

4

5

6

NOTE BY SYMBOL " "

4

6

5

3

2

1

2

ELECTRICAL BUILDING GROUNDING ELECTRODE SYSTEM

N.T.S.

4" PVC SLEEVE FOR PROTECTION OF GROUND LEAD IN SWITCH GEAR

COPPER WELD OR EQUAL 2-BOLT GROUND CLAMP

COPPER GROUNDING CONDUCTOR

COPPER GROUNDING ELECTRODE CONDUCTOR

CRIMP CONNECTION; CADWELD TYPE 'GY' OR EQUIVALENT.

DETAIL __ THIS SHEET.

CONC. GRADE BEAM OR SLAB IN

DIRECT CONTACT WITH EARTH.

2"

MIN. 20'-0"

3/4"X10' COPPER-CLAD GROUND ROD. FURNISH AS REQUIRED BY LOCAL

SOIL CONDITIONS TO ACHIEVE MINIMUM RESISTANCE PER NETA 7.13

GROUNDING ELECTRODE CONDUCTOR

TO BE SIZED PER NEC 250.66. ALL

OTHER BONDING JUMPERS SHALL BE

SIZED PER NEC 250.102(C)(1)

5

GROUNDING ELECTRODE SYSTEM

N.T.S.

BOLTED, RIVETED, OR WELDED

BONDING

JUMPER

SERVICE

ENTRANCE

EQUIPMENT

GROUNDING

ELECTRODE

CONDUCTOR

MAIN

BONDING

JUMPER

BONDING

JUMPER

CONCRETE-ENCASED

ELECTRODE

GROUND ROD

METAL

WATER PIPE

GROUND RING

BONDING

JUMPER

GRADE

1

NEC GROUNDING ROD DETAILS

N.T.S.

NOTE: ALL PIPE AND ROD ELECTRODES MUST HAVE 8 FEET OF

LENGTH IN CONTACT WITH SOIL REGARDLESS OF ROCK

BOTTOM IN ORDER TO ENSURE THAT THE UPPER END OF

THE ELECTRODE IS FLUSH WITH OR BELOW GROUND LEVEL

UNLESS THE ABOVEGROUND PORTION IS PROTECTED FROM

PHYSICAL DAMAGE.

ROCK BOTTOM

45°

10 FT.

2-1/2 FT.

CLAMP SUITABLE FOR

DIRECT BURIAL OR

EXOTHERMIC WELD

10 FT.

6 FT. MIN.

CLAMP SUITABLE FOR

DIRECT BURIAL OR

EXOTHERMIC WELD

GROUNDING ELECTRODE

CONDUCTOR

GROUNDING ELECTRODE

CONDUCTORCLAMP SUITABLE FOR

DIRECT BURIAL OR

EXOTHERMIC WELD

T

T

T

C2

C2

H

T

CO

2

H

TH

C2

C2 TH TH

C2

4

SENSOR MOUNTING DETAIL

N.T.S.

AT LOCATIONS SIMILAR TO THIS ARRANGEMENT

ON MECHANICAL AND ELECTRICAL DRAWINGS,

PROVIDE TEMPERATURE SENSOR.

AT LOCATIONS SIMILAR TO THIS ARRANGEMENT

ON MECHANICAL AND ELECTRICAL DRAWINGS,

PROVIDE TEMPERATURE AND CO2 SENSORS.

AT LOCATIONS SIMILAR TO THESE

ARRANGEMENTS ON MECHANICAL AND

ELECTRICAL DRAWINGS, PROVIDE

TEMPERATURE/HUMIDITY AND CO2 SENSORS.

OPTIONAL MOUNTING ARRANGEMENT

ONLY WHEN THERE IS A DEVICE

CONFLICT ISSUE. VERIFY WITH

OWNER AND ENGINEER.

NOTES:

1. ELECTRICAL, MECHANICAL AND CONTROLS CONTRACTORS

MUST COORDINATE ALL REQUIREMENTS.

2. ALL CONDUIT AND BACKBOXES ARE FURNISHED AND

INSTALLED BY ELECTRICAL CONTRACTOR.

3. ALL SENSORS, CONTROL WIRING AND ASSOCIATED

DEVICES ARE FURNISHED AND INSTALLED BY CONTROLS

CONTRACTOR.

C02

SENSOR

1/2" CONDUIT

TO ACCESSIBLE

ATTIC SPACE

FINISHED

CEILING LINE

12" MIN.

CONTROL WIRING

TO HVAC UNIT.

LONG SWEEP

RADIUS BENDS

12"

44"

FINISHED FLOOR

COORDINATE BACK

BOX QUANTITY AND

ORIENTATION WITH

EMCS AND HVAC

CONTRACTORS

TEMPERATURE/HUMIDITY

SENSOR

30"

44"

A

A

3

UNIT HEATER

N.T.S.

THERMOSTAT LOCATION

AS NOTED OR AS

REQUIRED BY DIVISION 23.

1/2" CONDUIT TO

UNIT HEATER

IF GAS, PROVIDE A 20A

SWITCH AT THE UNIT. IF

ELECTRIC, PROVIDE

DISCONNECT AS SHOWN

ON DRAWINGS.

J-BOX AT STRUCTURE

FLEX CONNECTION

UNIT HEATER

NOTE: CONTROL WIRING BY SECTION 15000

ROOF

JOIST

4" 4"

4" MAX.

4" MAX.

4" 4"

PL

AN

DIM

EN

.

DIM

EN

.

PL

AN

PL

AN

DIM

EN

.

PLAN

DIMEN.

PLAN

DIMEN.

PLAN

DIMEN.

MAX. MAX.

MAX. MAX.

1 TO 4

5 TO 67 TO 8

4" 4"

44"

44

" A

.F

.F

.

18"

4"

6

OUTLET DIAGRAM

N.T.S.

FLOOR OUTLET DIAGRAM

COVER PLATE STACKING DIAGRAM

SWITCH & OUTLET LOCATION DIAGRAM

ELECTRICAL

AND

COMMUNICATION

OUTLETS.

INTERCOM

DEVICE

THERMOSTAT

LIGHT SWITCH BANK (REFER TO

STACKING DIAGRAM)

NOTE:

1. IF HIGH WATTAGE DIMMERS ARE USED ADJACENT

TO LIGHTING BANK, STACKING IS TO BE USED AS

INDICATED.

2. PROVIDE SINGLE GANGING PLATE W/ 1, 2, 3, OR 4

SWITCH LEG CAPACITY WHEREVER POSSIBLE.

8

SURFACE EQUIPMENT MOUNTING DETAIL

N.T.S.

FOR HOLLOW MASONRY USE

MINIMUM 3/8" TOGGLE BOLTS.

MINIMUM 2 PER CHANNEL. RUN

CHANNEL FULL LENGTH OF PANEL

FOR SOLID MASONRY OR CONCRETE USE

MINIMUM 3/8" LAG BOLTS AND SHIELDS.

MINIMUM 2 PER CHANNEL. RUN CHANNEL

FULL LENGTH OF PANEL.

1-1/2" X 1-1/2" KINDORF

UNISTRUT OR EQUAL

NOTE:

ALL SAFETY SWITCHES 60 AMPS AND LARGER.

ALL STARTERS AND CONTROLLERS 3 H.P. AND

LARGER; ALL SURFACE MOUNTED PANELS AND

ALL EQUIPMENT MOUNTED ON OUTSIDE WALLS

SHALL BE MOUNTED IN THIS MANNER.

BOLT PANEL TO CHANNEL

USING A MINIMUM OF 4

BOLTS PER CHANNEL

7

CONDUIT SUPPORT

N.T.S.

FINISHED CEILING AS

SCHEDULED

GALVANIZED CHANNEL - 1 5/8" X 1 5/8"

X 12 GAUGE SPACED AS DIRECTED

CONDUIT(S) AS REQUIRED

1/4" CONTINUOUS

THREADED ROD

ATTACH TO TOP CHORD OF

STRUCTURE AS REQUIRED

WITH BEAM CLAMPS

CHANNEL PIPE

STRAPS OR CLIPS

USE WHERE ATTIC SPACE IS

GREATER THAN 3'-0"