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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
Sheet Title:
© 2019 Strohmeyer Architects, Inc.
ACAD File:
Revisions:
Drawn:
Scale:
Checked:
Drawing Date:
Project Number:
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
Sheet Title:
© 2019 Strohmeyer Architects, Inc.
ACAD File:
Revisions:
Drawn:
Scale:
Checked:
Drawing Date:
Project Number:
AMY PARKS OLC - 121819.dwg
12/27/19
FOR PERMITTING
HEATH, TX
AMY PARKS-HEATHELEMENTARY
OUTDOOR LEARNINGCENTER
REGIS
TERED ARCHITECT
STATE OF TEXAS
CODE REVIEW
G1.1
Sheet Title:
© 2019 Strohmeyer Architects, Inc.
ACAD File:
Revisions:
Drawn:
Scale:
Checked:
Drawing Date:
Project Number:
AMYPARKS-SP.dwg
12/27/19
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
Sheet Title:
© 2019 Strohmeyer Architects, Inc.
ACAD File:
Revisions:
Drawn:
Scale:
Checked:
Drawing Date:
Project Number:
AMYPARKS-SP.dwg
12/27/19
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
Sheet Title:
© 2019 Strohmeyer Architects, Inc.
ACAD File:
Revisions:
Drawn:
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Checked:
Drawing Date:
Project Number:
AMY PARKS OLC - 121819.dwg
12/27/19
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
Sheet Title:
© 2019 Strohmeyer Architects, Inc.
ACAD File:
Revisions:
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Scale:
Checked:
Drawing Date:
Project Number:
AMY PARKS OLC - 121819.dwg
12/27/19
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
Sheet Title:
© 2019 Strohmeyer Architects, Inc.
ACAD File:
Revisions:
Drawn:
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Checked:
Drawing Date:
Project Number:
AMY PARKS OLC - 121819.dwg
12/27/19
FOR PERMITTING
HEATH, TX
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
Sheet Title:
© 2019 Strohmeyer Architects, Inc.
ACAD File:
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Scale:
Checked:
Drawing Date:
Project Number:
AMY PARKS OLC - 121819.dwg
12/27/19
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
"
Sheet Title:
© 2019 Strohmeyer Architects, Inc.
ACAD File:
Revisions:
Drawn:
Scale:
Checked:
Drawing Date:
Project Number:
AMY PARKS OLC - 121819.dwg
12/27/19
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 ®ULATIONS, 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
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
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
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
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
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
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
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 - 1:25pm
U
ser: M
Hensley
Z
:\S
trohm
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rchitects\R
OC
KW
ALL\1 157 0079 001 A
MY
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AR
KS
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S\M
EC
H 1 157 0079 001\1 157 0079 001 A
MY
P
AR
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S M
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
trohm
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rchitects\R
OC
KW
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MY
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MY
P
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S E
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
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 - 10:33am
U
ser: M
Hensley
Z
:\S
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OC
KW
ALL\1 157 0079 001 A
MY
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MY
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P701.dw
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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
eyer A
rchitects\R
OC
KW
ALL\1 157 0079 001 A
MY
P
AR
KS
E
S\E
LE
C 1 157 0079 001\1 157 0079 001 A
MY
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P702.dw
g
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"