CONSTRUCTION DOCUMENTS
FREEDOM BALL FIELDS
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
PREPARED FOR:
CITY OF FRANKLIN
CITY OF FRANKLIN (C.O.F.)
DIRECTOR OF PARKS - LISA CLAYTON
PARKS SUPERINTENDENT - PAIGE CRUSE
DIRECTOR OF ENGINEERING - PAUL HOLZEN
PROJECT MANAGER - DAVID HODNETT
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
FRANKLIN SPECIAL SCHOOL DISTRICT (F.S.S.D.)
DIRECTOR OF SCHOOLS- DR. DAVID SNOWDEN
ASST. DIRECTOR OF SCHOOLS - CHARLES ARNOLD
ATHLETICS DIRECTOR- ADAM DEMONBREUN
N:\2018\18062-1P_FSSD_Ball_Field_CDs\CAD\01_SHEETS\18062-1_C0.00_SITE_COVER_SERIES.dwg - Printed on 2021-02-25 at 8:05:44 AM.
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COVER
GENERAL NOTES
TOPO SURVEY
TOPO SURVEY
TOPO SURVEY
TOPO SURVEY
AUTOTURN PLAN
EXISTING SLOPE ANALYSIS & ROAD NETWORK
OVERALL DEMOLITION PLAN
DEMOLITION PLAN
DEMOLITION PLAN
DEMOLITION PLAN
DEMOLITION PLAN
OVERALL LAYOUT PLAN
LAYOUT PLAN
LAYOUT PLAN
LAYOUT PLAN
LAYOUT PLAN
LAYOUT PLAN
OVERALL GRADING PLAN
GRADING PLAN
GRADING PLAN
GRADING PLAN
GRADING PLAN
GRADING PLAN
GRADING PLAN
EPSC PHASE 1
EPSC PHASE 2
EPSC PHASE 3
PIPE CHART
EPSC & DRAINAGE DETAILS
EPSC & DRAINAGE DETAILS
EPSC & DRAINAGE DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
SITE UTILITY PLAN
WATER AND SEWER PLAN
IRRIGATION SERVICE PLAN & PROFILE
UTILITY DETAILS
OVERALL LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
BIO RETENTION PLAN
TREE REMOVAL & REPLACEMENT
TREE CANOPY RETENTION
NOTES & SCHEDULES
LANDSCAPE DETAILS
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION NOTES & SCHEDULES
IRRIGATION DETAILS
IRRIGATION DETAILS
IRRIGATION PUMP DETAILS
DESIGNER
CONSULTANTS
ADD ALTERNATES
AC1.03
LAYOUT PLAN
AC4.00
DETAILS
AC4.01
DETAILS
LOSE DESIGN
SURVEYOR:
COLLIER ENGINEERING CO., INC.
LANDSCAPE ARCHITECTURE/ARCHITECTURE/CIVIL
ENGINEERING/PLANNING
5560 FRANKLIN PIKE CIRCLE
BRENTWOOD, TN 37027
PHONE (615) 331-1050
CONTACT: DANIEL CURRY, RLS
2809 FOSTER AVENUE
NASHVILLE, TENNESSEE 37210
PHONE: 615-242-0040
CONTACT:
JOSHUA GULICK, PLA (JGULICK@LOSE.DESIGN)
SEAN GUTH, AIA, NCARB (SGUTH@LOSE.DESIGN)
MATT SHEARON, PE (MSHEARON@LOSE.DESIGN)
GEOTECHNICAL ENGINEER:
COLLIER ENGINEERING CO., INC.
5560 FRANKLIN PIKE CIRCLE
BRENTWOOD, TN 37027
PHONE (615) 331-1050
CONTACT : SAMUEL VANCE, P.E.
LOCATION MAP
DEL RIO
ELECTRICAL ENGINEER:
PARSONS ENGINEERING, INC.
4751 TROUSDALE DRIVE, SUITE 202
NASHVILLE, TN 37220
PHONE (615)-386-9396
CONTACT: ANTHONY PEZZI, P.E.
PIKE
STRUCTURAL ENGINEER:
TRAMMELL ENGINEERING GROUP, LLC
401 WEST MAIN STREET, SUITE 204
LEBANON, TN 37087
PHONE (615)-784-4475
CONTACT: MATTEW TRAMMELL, P.E., S.E.
SITE
PROJECT INFORMATION
MECHANICAL ENGINEER:
HARMS ENGINERING
850 NEARTOP DRIVE
NASHVILLE, TN 37205
PHONE (615)-604-6874
CONTACT: TIM HARMS, P.E.
TENNESSEE
SHEET NUMBER SHEET TITLE
FRANKLIN
SHEET TITLE
CITY OF FRANKLIN
SHEET NUMBER
FRANKLIN SPECIAL SCHOOL DISTRICT
507 NEW HIGHWAY 96 WEST
FRANKLIN, TN 37064
(615) 794-6624
COF PROJECT #7139
SHEET TITLE
CITY OF FRANKLIN
109 3RD AVENUE SOUTH
FRANKLIN, TN 37064
(615) 791-3217
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SHEET NUMBER
VOLUME II - SITE
FREEDOM BALL FIELDS
VOLUME I - ARCHITECTURE
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
OWNER/DEVELOPER
LY
SHEET INDEX
SUBMITTALS / REVISIONS
NO. DATE
DESCRIPTION
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SHEET TITLE
COVER
HIG
HW
AY
PROJECT NO.
18062-1
DRAWN BY
JAG
CHECKED BY
JAG
SHEET NO.
96
0
500
1000
SCALE: 1" = 500 '
1500
TENNESSEE STATE PLANE COORDINATE SYSTEM, ZONE 5301, FIPSZONE 4100;
NAD 83 DATUM
DATE
02/25/2021
SCALE
--
C0.00
GENERAL NOTES
GA. GALV. G.B. G.C. GL. GOVT. GYP. BD. -
GAUGE, GAGE
GALVANIZED
GLASS BLOCK
GENERAL CONTRACTOR
GLASS
GOVERNMENT
GYPSUM BOARD
Q.T. QTR. QTY. -
QUARRY TILE, QUART
QUARTER
QUANTITY
C.J. C.L. CLG. CLO. CLR. C.M.U. CNTR. C.O. COL. CONC. COND. CONST. CONT. CONTR. CORR. CRPT. -
CENTER TO CENTER
CABINET
CONTRACTOR FURNISHED &
CONTRACTOR INSTALLED
CONTROL JOINT
CENTERLINE
CEILING
CLOSET
CLEAR
CONCRETE MASONRY UNIT
CENTER
CASED OPENING
COLUMN
CONCRETE
CONDITION
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CORRIDOR
CARPET
HOLLOW CORE
HEAVY DUTY
HEADER
HARDWARE
HANGER
HEIGHT
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
RADIUS
REFLECTED CEILING PLAN
ROOF DRAIN
REINFORCING BAR
REFRIGERATOR
REINFORCEMENT, OR REINFORCE
REQUIRED
RIGHT HAND
ROOM
ROUGH OPENING
C/C CAB C.F.C.I. -
H.C. H.D. HDR. HDW. HGR. HGT. H.M. HORIZ. HR. HT. -
R. R.C.P. R.D. REBAR. REF. REINF. REQD. R.H. RM. R.O. -
I.D. I.M. IN. INFO. INSUL. INT. I.T. -
INSIDE DIAMETER
INSULATED METAL
INCH
INFORMATION
INSULATION
INTERIOR
INFORMATION TECHNOLOGIES
JAN. JST. JT. -
JANITOR
JOIST
JOINT
DOUBLE
DEGREE
DEMOLITION
DEPARTMENT
DETAIL
DRINKING FOUNTAIN
DOUBLE HUNG
DIAGONAL
DIAMETER
DIFFUSER
DIMENSION
DIMENSIONS
DIVISION
DOWN
DETAIL
DOWNSPOUT
DRAWING
DRAWINGS
DOWNSPOUT
ANGLE
LAMINATE
LAVATORY
LEFT HAND
LANDING
LIGHTING
LOUVER
LUXURY VINYL TILE
SCHEDULE
SQUARE FOOT
SHOWER
SHEET
SHEATHING
SHOWER
SIMILAR
SPECIFICATION
SPECIFICATIONS
SQUARE
STAINLESS STEEL
SOUND TRANSMISSION CLASS
STANDARD
STAIN
STEEL
STORAGE
STRUCTURAL
STRUCTURAL
SUSPENDED, SUSPEND
SQUARE YARD
SYMMETRICAL
SYSTEM
DBL. DEG. DEMO. DEPT. DET. D.F. D.H. DIAG. DIA. DIFF. DIM. DIMS. DIV. DN. DTL. D.S. DWG. DWGS. D.S. -
LLAM. LAV. LH. LNDG. LTG. LVR. LVT -
SCHED. S.F. SHR. SHT. SHTHG SHWR. SIM. SPEC. SPECS. SQ. S.S. S.T.C. STD. STN. STL. STOR. STRUC. STRUCT. SUSP. S.Y. SYM. SYS. -
EACH
EXTERIOR INSULATION
AND FINISH SYSTEM
EXTERIOR FACE OF
EXPANSION JOINT
ELECTRICAL
ELEVATION
EMERGENCY
EMERGENCY EYE WASH
ENGINEER
ENTRANCE
EDGE OF SLAB
EQUAL
EQUIPMENT
ELECTRIC WATER COOLER
EXISTING
EXPANSION
EXTERIOR
MAINTENANCE
MASONRY
MATERIAL
MAXIMUM
MECHANICAL
MEDIUM
METAL
MEZZANINE
MANUFACTURER
MINIMUM
MIRROR
MISCELLANEOUS
MOLDING
MILLIMETER
MEMBRANE
MASONRY OPENING
MOUNTED
MATERIAL
MULLION
TREAD
TOP
TOP AND BOTTOM
TONGUE & GROOVE
TANGENT
TOP OF CURB
TELEPHONE
THICK
THICKNESS
THRESHOLD
THERMAL
TOP OF STEEL
TELEVISION
TOP OF WALL
THERMO PLASTIC OLEFIN
TYPICAL
EA. E.I.F.S. -
MAINT. MAS. MATL. MAX. MECH. MED. MET. MEZZ. MFR. MIN. MIR. MISC. MLDG. M.M. MEM. M.O. MTD. MTL. MULL. -
T. T/ T&B T&G TAN. T.O.C TEL. THK. THKNS. THRESH. THRM. T.O.S. TV T.O.W. T.P.O. TYP. U.L. U.N.O. U.O.N. UT. -
UNDERWRITERS' LABORATORIES
UNLESS NOTED OTHERWISE
UNLESS OTHERWISE NOTED
UTILITY
NO. NOM. N.I.C. N.T.S. -
NUMBER
NOMINAL
NOT IN CONTRACT
NOT TO SCALE
O.C. OCC. O.D. O.F. O.F.O.I -
ON CENTER
OCCUPANT, OCCUPANCY
OUTSIDE DIAMETER
OUTSIDE FACE
OWNER FURNISHED &
OWNER INSTALLED
OWNER FURNISHED &
CONTRACTOR INSTALLED
OVERHEAD
OPENING
OPPOSITE
OUTSIDE RADIUS
ORIENTED STRAND BOARD
VAT V.B. V.C.T. VENT. VERT. VEST. V.I.F. VNR. VOL. V.P. V.T. -
VINYL ASBESTOS TILE
VAPOR BARRIER
VINYL COMPOSITION TILE
VENTILATE, VENTILATOR
VERTICAL
VESTIBULE
VERIFY IN THE FIELD
VENEER
VOLUME
VAPOR PROOF
VINYL TILE
W. W/ W/O W.C. WD. WDW W.H. WIN W.P. WPR WT. W.W.F -
WIDTH
WITH
WITHOUT
WATER CLOSET
WOOD
WINDOW
WATER HEATER
WINDOW
WORKING POINT
WATERPROOFING
WEIGHT
WELDED WIRE FABRIC
E.F.O. E.J. ELECT. ELEV. EMER. E.E.W. ENGR. ENTR. E.O.S. EQ. EQUIP. E.W.C. EXIST. EXP. EXT. -
O.F.C.I O.H. OPNG. OPP. O.R. O.S.B. -
2.
THE BUILDING DESIGN, AS DESCRIBED IN THE CONSTRUCTION DOCUMENTS, INDICATES DESIGN INTENT WHICH INCLUDES, BUT IS NOT LIMITED TO, THESE "DRAWINGS" WITH GRAPHIC DEPICTIONS OF
THE CONSTRUCTION, NOTES, & DIMENSIONS; THE PROJECT MANUAL WHICH INCLUDES THE GENERAL & TECHNICAL SPECIFICATIONS; AND THE SCHEDULES (AND MAY ALSO BE REFERRED TO AS "THE
SPECS" OR "THE SPECIFICATIONS"). THESE TWO DOCUMENTS ARE DEPENDENT ON EACH OTHER AND SHALL BE UTILIZED BY THE CONTRACTOR AS THE INITIAL SET OF CONSTRUCTION DOCUMENTS.
ADDENDA, SUPPLEMENTARY DRAWINGS, FIELD REVISIONS, AND ALL OTHER DOCUMENTS PROVIDED DURING THE CONSTRUCTION PROCESS SHALL BE TRANSMITTED AS THEY BECOME RELEVANT. THE
CONTRACTOR SHALL NOT PROCEED WITH THE WORK UNTIL HAVING A CLEAR UNDERSTANDING OF THE COMPLETE PACKAGE OF DRAWINGS AND SPECS AS LISTED IN THE PROJECT MANUAL.
3.
ALL CONSTRUCTION ACTIVATES SHALL BE COMPLETED IN FULL COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT ("ADA") AND ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE
BOARD, FEDERAL REGISTER 36 CFR PARTS 1190 AND 1191, ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES; ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES; PROPOSED
RULE, PUBLISHED IN THE FEDERAL REGISTER ON JULY 23, 2004, WHETHER SHOWN OR IMPLIED.
4.
ALL WORK PERFORMED UNDER THIS CONTRACT SHALL MEET ALL APPLICABLE BUILDING CODES, AND THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. THE CONTRACTOR IS
RESPONSIBLE FOR PROVIDING ALL WORK, MATERIALS, ACCESS, ETC. TO BE IN CONFORMANCE WITH CODE REQUIREMENTS, WHETHER SHOWN, SCHEDULE OR NOT. CONTACT THE BUILDING OFFICIALS
AND FIRE DEPARTMENT FOR SCHEDULING OF ALL REQUIRED FIELD INSPECTIONS.
5.
THE GENERAL CONTRACTOR IS REQUIRED TO CAREFULLY REVIEW ALL SHOP DRAWINGS, COORDINATE DIFFERENT SUBMITTALS FROM DIFFERENT TRADES, VERIFY EACH FOR COMPLETE DIMENSIONS,
DETAIL REFERENCES, AND COORDINATE WITH IN-FIELD CONDITIONS AND OTHER FACTORS THAT MAY IMPACT THE TOTAL PROJECT. THE CONTRACTOR IS REQUIRED TO "FILL-IN" AND CALCULATE
MISSING SHOP DRAWING REQUESTED INFORMATION AND DIMENSIONS PER THEIR BEST UNDERSTANDING. THE ARCHITECTURAL AND CONSULTANT'S REVIEW WILL ONLY BE FOR "DESIGN INTENT" AND
"VERIFICATION" OF THE SUPPLIED INFORMATION BY THE VENDOR, SUB AND GENERAL CONTRACTOR. SHOP DRAWINGS SUBMITTED BY THE GENERAL CONTRACTOR THAT INDICATE ONLY
"ACKNOWLEDGMENT" OR SIMILAR LANGUAGE WILL BE REJECTED AND MARKED FOR RESUBMITTAL.
6.
CONTRACTING PARTIES SHALL APPROVE THE SUBSTRATES PREPARED FOR THEIR SYSTEM INSTALLATIONS PRIOR TO BEGINNING THE INSTALLATION OF THEIR SYSTEMS. THEY SHALL REPORT ALL
DEFICIENCIES TO THE SUPERINTENDENT, THE GC, AND TO THE ARCHITECT; UPON COMMENCING WITH THE INSTALLATION OF THEIR SYSTEM OVER A SUBSTRATE PREPARED BY THEMSELVES, ANOTHER
COMPANY, OR ANOTHER PERSON, (SUB)CONTRACTOR(S) SHALL, BY DEFINITION, BE DEEMED TO HAVE THOROUGHLY INSPECTED AND FORMALLY APPROVED AND ACCEPTED ALL SUBSTRATES OVER
WHICH HE INSTALLS HIS SYSTEM(S). THE GC SHALL ALLOW THE NECESSARY TIME IN THE SCHEDULE FOR SUBCONTRACTORS TO INSPECT THESE SUBSTRATES.
7.
THE CONTRACTOR IS REQUIRED TO PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT TO "FULLY" CONSTRUCT THE PROJECT, WHETHER SPECIFICALLY DETAILED OR IMPLIED. IF THE CONTRACTOR,
AFTER REVIEW OF THE DRAWINGS, DETERMINES ADDITIONAL INFORMATION OR CLARIFICATION IS NEEDED, CONTACT THE ARCHITECT BEFORE SUBMITTING CONSTRUCTION COST, SUBMITTING A BID,
OR PROCEEDING WITH THE WORK. PROCEEDING WITH WORK WITHOUT APPROVAL IS AT RISK OF NOT BEING ACCEPTED, AND IS SUBJECT TO REPLACEMENT, TO THE SATISFACTION OF THE OWNER, AT
CONTRACTOR'S EXPENSE.
8.
ALL MATERIALS PROVIDED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATION AND AS PER CODE REQUIREMENTS. IF ARCHITECT'S RECOMMENDATIONS CONFLICT WITH THE
MANUFACTURER'S, NOTIFY ARCHITECT BEFORE PROCEEDING.
9.
THE BUILDING LAYOUT SHALL BE BASED ON THE ARCHITECTURAL, STRUCTURAL, AND ALL ENGINEERING DRAWINGS, AND COORDINATED WITH THE ARCHITECT. THE CONTRACTOR SHALL CHECK ALL
GRADES AND FINAL DIMENSIONS "IN THE FIELD" AND REPORT ANY DISCREPANCIES TO THE ARCHITECT IMMEDIATELY.
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
10.
DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, OBTAIN CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION.
11.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY DURING CONSTRUCTION. ALL WORK TO BE IN CONFORMANCE WITH OSHA AND LOCAL REQUIREMENTS.
12.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SECURITY THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. ANY AND ALL DAMAGE INCURRED THAT IS A RESULT OF THE CONTRACTOR'S
FAILURE TO PROPERLY SECURE THE SITE, INCLUDING BUT NOT LIMITED TO: VANDALISM, BROKEN OR DAMAGED ELEMENTS, OR THEFT OF TOOLS AND MATERIALS, WILL BE REPAIRED AND / OR
REPLACED AT THE SOLE COST OF THE CONTRACTOR, TO THE SATISFACTION OF THE OWNER.
13.
CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANIES CONCERNING SCHEDULING AND PLACEMENT OF UTILITIES AND PROVIDED ITEMS SUCH AS SEWER LINES, TRANSFORMERS, POWER
POLES, FIRE HYDRANTS, BACK FLOW PREVENTERS, ETC. BEFORE STARTING CONSTRUCTION. COORDINATE ALL SERVICE INTERRUPTION WITH OWNER AT LEAST 3 DAYS PRIOR TO EVENT.
14.
DISPOSE OF WASTE MATERIAL IN A LEGALLY APPROVED DUMP SITE. ONCE WASTE MATERIAL LEAVES THE JOB SITE IT BECOMES THE PROPERTY OF THE CONTRACTOR. NO BURNING OF DEBRIS SHALL
BE ALLOWED UNLESS APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION AND OWNER. OWNER HAS FIRST RIGHT OF REFUSAL OF ANY AND ALL EXISTING MATERIAL AND EQUIPMENT.
15.
CONTRACTOR SHALL KEEP ALL ADJACENT STREETS FREE OF DEBRIS, MUD, GRAVEL, ETC. OR ANY ITEMS WHICH MAY CAUSE MOTORIST DIFFICULTIES. CONTRACTOR IS REQUIRED TO PERIODICALLY
WASH ADJACENT STREET OF CONSTRUCTION DIRT AND DEBRIS.
16.
CONTRACTOR SHALL VERIFY LOCATION OF ALL EASEMENTS, SETBACKS, R.O.W. AND PROPERTY CORNERS BEFORE STARTING CONSTRUCTION. CONTRACTOR SHALL COMPLY WITH ALL REGULATIONS
REGARDING THE USE OF THIS LAND FOR CONSTRUCTION, OPERATIONS AND GRADING. COORDINATE FURTHER WITH CIVIL DRAWING REQUIREMENTS.
17.
PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL WALKS, STEPS AND LANDINGS. THERE SHALL BE NO PONDING OF WATER.
18.
BUILDING MATERIALS CONTAINING ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE PROHIBITED ON THIS PROJECT.
19.
ITEMS REQUIRING FINISH SELECTIONS THAT DO NOT APPEAR IN THE DOCUMENTS SHALL BE SELECTED FROM MANUFACTURER'S PREMIUM COLOR SELECTIONS AND WILL BE SELECTED BY THE
ARCHITECT OR OWNER AT A LATER DATE.
20.
ALL NEW INTERIOR FIRE RATED PARTITION WALLS SHALL EXTEND TIGHT TO STRUCTURE ABOVE AND SHALL TERMINATE TIGHT AT EXTERIOR SHEATHING. NON-FIRE RATED PARTITIONS SHALL BUTT INTO
FACE OF FIRE RATED PARTITION SO THAT FIRE RATING INTEGRITY IS MAINTAINED. SEAL ALL PENETRATIONS WITH APPROPRIATE RATED ASSEMBLIES TO MAINTAIN THE FIRE RATING OF THE INDIVIDUAL
PARTITIONS OR WALLS.
21.
ALL PARTITIONS ON THIS PROJECT EXTEND FROM THE FLOOR SLAB UPWARD TO THE FLOOR OR ROOF DECK ABOVE UNLESS INDICATED OTHERWISE. PROVIDE ADDITIONAL HORIZONTAL & LATERAL
BRACING TO ALL STUD WALLS PER MANUFACTURER'S SPECIFICATIONS.
22.
ALL STUD SPACING TO BE MAXIMUM 16" O.C. UNLESS OTHERWISE INDICATED. INTERIOR DIMENSIONS ARE FROM FACE TO FACE OF FINISH AND FACE TO FACE OF CMU MASONRY WALLS, U.N.O.
23.
ALL MASONRY VENEER TO BE SUPPORTED BY NON-COMBUSTIBLE MATERIALS. PROVIDE CAVITY DRAINAGE, WEEPS, ETC. AS REQUIRED.
24.
SLOPE INTERIOR FLOOR AS SHOWN ON PLANS 1/8" PER FOOT MINIMUM, 1/4" PER FOOT MAXIMUM TO ALL INDICATED SPOT FLOOR AND TRENCH DRAINS (GENERALLY FULL ROOM FLOOR SLOPE). THIS
INCLUDES BUT IS NOT LIMITED TO: ALL EPOXY FLOORING AND FLOOR TILE FINISHES.
25.
THE FLOOR LEVEL ON BOTH SIDES OF ALL DOORS SHALL BE LEVEL FOR THE WIDTH OF THE DOOR, AND SHALL BE FULLY ADA AND CODE COMPLIANT.
26.
ALL DOOR FRAMES, WHICH ARE INTENDED TO HAVE A DOOR WITH A SWING GREATER THAN 90 DEGREES, SHALL BE SET BACK 1/4" FROM THE EXTERIOR WALL FACE ON THE SWING SIDE. PROVIDE
STOPS OR CLOSERS AS NECESSARY.
27.
ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC. LOCATED IN RATED GYPSUM BOARD PARTITIONS SHALL BE BACKED WITH TYPE-X DRYWALL ON FIVE SIDES TO MAINTAIN RATING.
28.
ELECTRICAL BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES MINIMUM FOR SOUND ATTENUATION.
29.
ROUGH FINISHING AND "OVER" CUTS AROUND ELECTRICAL OUTLETS WILL NOT BE ACCEPTED.
30.
ALL SINKS AND LAVATORIES SHALL BE MOUNTED TO ALLOW A MINIMUM 18" CLEARANCE BETWEEN CENTERLINE OF SINK AND ADJACENT WALL AS REQUIRED, U.N.O. PROVIDE ADA PIPE PROTECTION
WHERE REQUIRED.
31.
ALL WATER CLOSETS SHALL BE MOUNTED TO ALLOW 18" BETWEEN ADJACENT SIDE WALL AND CENTER LINE OF WATER CLOSET IN INDIVIDUAL TOILET ROOMS, UNLESS NOTED OTHERWISE. IN TOILET
STALLS, CENTER WATER CLOSET IN STALL. ANY FLUSH VALVE, WHEN PROVIDED, IS TO BE PLACED ON OPEN OR ACCESSIBLE SIDE OF TOILET.
32.
FOR ALL WOOD STUD FRAMING, SUCH AS: WOOD TO WOOD, WOOD TO METAL, OR WOOD TO CMU, USE SCREW FASTENERS TO PREVENT TWISTING & WARPING. NAILING ELEMENTS TOGETHER IS NOT
ACCEPTABLE.
33.
ALL FRAMES AND FRAMING INSTALLED IN CONTACT WITH MASONRY ELEMENTS SHALL BE COATED WITH A BITUMINOUS BARRIER.
34.
PROVIDE AND INSTALL KNOXBOX AT BUILDING ENTRANCE PER LOCAL CODE OFFICIAL DIRECTIONS AND REQUIREMENTS. MODEL OF KNOXBOX TO BE APPROVED BY LOCAL CODE OFFICIALS. KNOXBOX
B.O.D. TO BE MODEL 3200 - 10 KEY CAPACITY - COLOR BLACK, U.N.O. KNOXBOX TO BE RECESSED, MOUNTED ON BUILDING. PROVIDE SMOOTH FACE BLOCK BEHIND KNOXBOX AS REQUIRED TO MATCH
ADJACENT BUILDING BLOCK
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
SHEET TITLE
GENERAL NOTES
&
ABBREVIATIONS
PROJECT NO.
18062-3
PROVIDE FULL AND COMPLETE TERMITE PROTECTION TREATMENT IN AND AROUND THE TOTAL BUILDING AREA AS NECESSARY, INCLUDING BUT NOT LIMITED TO: SOIL TREATMENT APPLICATIONS,
WOOD TREATMENT SYSTEMS, AND BAIT-STATION MONITORING SYSTEMS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
36.
INSTALL ALL REQUIRED FLASHING & WATERPROOFING MEMBRANES AT ALL OPENINGS TO MAINTAIN WATERPROOF BARRIER.
37.
PROVIDE CONTINUOUS 1/2" EXPANSION JOINT MATERIAL AT ALL TRANSITIONS BETWEEN INTERIOR AND EXTERIOR PAVING.
DATE
02/25/2021
DRAWN BY
35.
TENNESSEE
BOARD
BEDROOM
BELOW
BETWEEN
BITUMINOUS
BUILDING
BLOCK
BLOCKING
BEAM
BOTTOM OF STEEL
BOTTOM
BEARING
BRICK
BRACKET
BASEMENT
BOTH WAYS
THESE CONTRACT DOCUMENTS (DRAWINGS AND PROJECT MANUAL/ SPECIFICATIONS) ARE TO BE CONSIDERED AS A "WHOLE" ENTITY. ANY CONTRACTOR, SUBCONTRACTOR, OR VENDOR THAT
CHOOSES TO UTILIZE ONLY A "PORTION" OF THE DOCUMENTS TO BID, CONSTRUCT, OR SUPPLY MATERIAL FOR THE PROJECT SHALL ASSUME FULL RESPONSIBILITY FOR RELATED ITEMS THAT MAY BE
CONTAINED ELSEWHERE IN THE DOCUMENTS. THE OWNER WILL NOT GRANT ADDITIONAL TIME OR COST FOR CONSEQUENCES THAT MAY RESULT. WHERE THERE IS A CONFLICT BETWEEN DRAWINGS
AND SPECIFICATIONS, CONTACT THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING. FOR BIDDING PURPOSES, USE THE MORE COSTLY OPTION.
FRANKLIN
BD. BDRM. BEL. BETW. BIT. BLDG. BLK. BLKG. BM. B.O.S. BTM. BRG BRK BRKT BSMT B.W. -
1.
PREPARED FOR:
CITY OF FRANKLIN
ALUMINUM
PLASTIC LAMINATE
PARALLEL
PRE-ENGINEERED BUILDING
PEDESTAL, PEDESTRIAN
PERIMETER
PERPENDICULAR
PLASTER
PLASTIC LAMINATE
PLUMBING
PLUMBING
PLYWOOD
PAINT
PAIR
PREFABRICATED
PRESSURE TREATED
PAINTED
PARTITION
POLYVINYL CHLORIDE
POWER
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
ALUM. P. LAM. PAR. P.E.B. PED. PERIM PERP PLAS. P-LAM. PLBG PLMBG PLYWD PNT. PR. PREFAB. PT
PTD. PTN. P.V.C. PWR. -
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
FABRICATE
FLOOR AREA RATIO
FLOOR DRAIN
FOUNDATION
FINISHED FLOOR
FINISHED FLOOR ELEVATION
FINISH, FINISHED
FLASHING
FLOORING
FLOOR
FLUORESCENT
FINISHED OPENING
FIREPROOF
FIRE RETARDANT
FLOOR SINK
FEET
FOOTING
FURNISH, FURNITURE
FURRING
FIRE VALVE CABINET
LY
FABR. F.A.R. F.D. FDN. F.F. F.F.E. FIN FLASH FLG. FLR. FLUOR. F.O. FPRF. FRT. F.S. FT. FTG. FURN. FURR. F.V.C. -
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
ANCHOR BOLTS
ABOVE
ACOUSTICAL CEILING TILE
AMERICANS WITH DISABILITIES ACT
OF 1992
ADAAG. - AMERICANS WITH DISABILITIES ACT
ARCHITECTURAL GUIDELINES
ADJ. ADJUSTABLE
A.F.F. ABOVE FINISHED FLOOR
ALUM. ALUMINUM
APPROX. - APPROXIMATE
ARCH. ARCHITECT, ARCHITECTURAL
ASPH. ASPHALT
ASSEM ASSEMBLE
ASSOC ASSOCIATE
ASSY ASSEMBLY
ATC ACOUSTICAL TILE CEILING
ATTEN ATTENUATION
ATM AUTOMATIC TELLER MACHINE
AUTO AUTOMATIC
A.B. ABV. ACT ADA. -
FREEDOM BALL FIELDS
ABBREVIATIONS
SCALE
AS, DA
CHECKED BY
SG
As
indicated
SHEET NO.
A0.01
FOOD SERVICE EQUIPMENT SCHEDULE
NOT ALL EQUIPMENT LISTED BELOW USED IN THIS PROJECT. REFER TO PLANS & ELEVATIONS
FOR ADDITIONAL INFORMATION REGARDING EQUIPMENT QUANTITIES AND LOCATIONS.
WATER
ADA SANITARY
NAPKIN
RECEPTACLE
ADA WALL MOUNTED URINAL
ANSI FIG. 605.2
ADA FIRE
EXTINGUISHER
WITH CABINET SEMI-RECESSED
ADA FIRE
EXTINGUISHER WITH
CABINET SURFACE MOUNTED
4' - 6" MIN.
39" - 41"
24" MAX
FOOD DISPLAY WARMER
X
4
COUNTER MICROWAVE
X
5
NACHO CHIP WARMER
X
6
NACHO CHEESE WARMER/DISPENSER
X
7
PRETZEL MACHINE
X
8
PIZZA WARMER - COUNTER
X
9
HOT DOG ROLLER AND STEAMER DRAWER
X
10
HOT DOG BUN STORAGE DRAWER
X
11
POPCORN MACHINE
X
12
MISC. COUNTERTOP EQUIPMENT
BED HEIGHT
5
27" MIN.
19" MIN.
17" - 19"
28"-34"
4
2' - 10" MAX.
46" MAX
3
GRIP SURFACE
33" - 36" TO T.O.
17" - 19"
19" MIN.
39" - 41"
3
4
ADA FLOOR MOUNTED WC
ADA BABY CHANGING TABLE
ANSI FIGURE 604.4, 604.5.1, 604.5.2
ANSI FIG. 308.2.2
ADAAG FIGURE 29, 30
ADAAG FIGURE 5(b)
1' - 6"
0' - 6" MAX.
46" OBSTRUCTED
COUNTER
48" UNOBSTRUCTED
10
TYP. CONTROL
15" A.F.F. MIN.
12
9
4' - 0" MAX. FRONT
APPROACH,
2
3' - 8" MAX. OVER
1' - 3" MIN.
3' - 8" MAX. OVER
2' - 5" MIN.
0' - 9" MIN.
2' - 0" TYP.
4
2' - 10" MAX.
3
4
2' - 5" MIN.
2' - 10" MAX.
1
1
COUNTER
1
2' - 3" MIN.
7
3
BOT. OF GLASS
3' - 4" TO
2' - 6"
1' - 5" MIN.
0' - 8" MIN.
ADA LAVATORY
MOP RACK
ADA REACH HEIGHT
ANSI FIGURE 606.3
ANSI FIGURE 308
ADAAG FIGURE 5, 6
ADAAG FIGURE 31
27" MAX.
36" MIN.
(ADAAG)
ANSI FIGURE 308.2.1 & 308.3.2b
ADAAG FIGURE 38a
17
17
SPOUT
27" MAX.
SPOUT
(ADAAG)
15
14
18
MIN.
18
1' - 3 1/4"
0' - 5" MAX.
MIN.
10
38" - 43"
0' - 9" MIN.
2' - 3" MIN.
6" MAX.
TO SPOUT
0' - 5 1/2"
MAX.
36" MAX.
33" - 36"
38" - 48"
1' - 3"
1' - 6"
CONTROL
38" - 48" AT
10
18
0' - 5" MAX.
0' - 6" MAX.
ROLL-IN SHOWER WITH SEAT
TO SPOUT
1
1' - 3 1/4"
6' - 4"
16
38" - 48" AT
X
22.5" Wx20.5" Dx14.5" H; 1.2 CU. FT.
0' - 8" MIN.
HI-LO DRINKING FOUNTAIN
ANSI FIGURE 608.3.2(b), 608.5.3
ANSI FIGURE 602.5, 606.3
ADAAG FIGURE 37
ADAAG FIG.27(a)
WALL TYPE NUMBER. SEE WALL LEGEND
FOR ADDITIONAL CONSTRUCTION INFORMATION.
2' x 4' LIGHT; RECESS UNITS AT A.C.T., TYP.
SUPPLEMENTAL INFO.
SEE "WALL NOTES" SECTION OF WALL LEGEND.
8' LINEAR LIGHT
RECESSED 2' x 2' SUPPLY GRILLE
DETAIL NUMBER
RECESSED 2' x 2' RETURN GRILLE
1
BUILDING SECTION
A101
M
SHEET NUMBER
MOTION SENSOR
WALL PACK
X
GRIDDLE - COUNTER TOP
X
36" Wx20" Dx14" H
14
TABLE TOP FRYER WITH 2 BASKETS
X
24" Wx31" Dx7.25" H
15
ELEC. TABLE TOP FRYER DUMP STATION WITH HEAT LAMP
X
16
COFFEE MACHINE - COUNTER, SINGLE POT
X
17
COFFEE MACHINE - COUNTER, 3 - POT CAPACITY
X
18
ICE MAKER & BIN - STANDING UNIT
X
19
REFRIG. BEVERAGE MERCHANDISER
X
20
UNDER-COUNTER REFRIGERATOR
X
21
SODA DISPENSER
22
8" PVC PIPE FOR UNDER FLOOR SODA LINES
23
BAG-N-BOX & COMPRESSOR
24
CO2 TANK STORAGE
25
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
DETAIL NUMBER
VARIES; REFER TO DWGS & SPECS.
FOR ADD'L INFO.
13
7" - 9"
SHOWER HEAD
X
A01
S
SD
1
WALL & DETAIL
SECTION
SMOKE DETECTOR
A101
SHEET NUMBER
DATA OUTLET
DETAIL NUMBER
1/2" GYP. BD., PAINTED AS
SCHEDULED
X
X
X
X
X
1/2" FINISH GRADE PLYWOOD,
PAINTED AS SCHEDULED
1
A101
DETAIL CALLOUT
X
SEE NOTE # 3 BELOW
CEILING FAN
X
X
X
ADA HEIGHT WALL MOUNTED HAND SINK W/ ADA DRAIN PIPE SHIELD
X
X
SEE PLUMBING
26
STAINLESS STEEL HAND SINK
X
X
SEE PLUMBING
27
SMALL IN-COUNTER SS SERVICE SINK
X
X
SEE PLUMBING
28
STAINLESS STEEL 1 COMPARTMENT SINK
X
X
SEE PLUMBING
29
STAINLESS STEEL 2 COMPARTMENT SINK
X
X
SEE PLUMBING
30
STAINLESS STEEL 3 COMPARTMENT SINK
X
X
SEE PLUMBING
31
UTILITY / MOP SINK
32
SHEET NUMBER
1
INTERIOR ELEVATION
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
MIN.
5
8
6" MAX.
1' - 0"
14
5
3
8
ANSI
ONLY
MAX.
CANDY/CHIP DISPLAY
2' - 0" MIN. 16" - 18"
13
1' - 0"
2
WALL TYPES
X
X
SEE PLUMBING
FLOOR SINK
X
SEE PLUMBING
33
FLOOR DRAIN
X
SEE PLUMBING
34
STAINLESS STEEL EXHAUST HOOD W/ MAKE-UP AIR SYSTEM
35
FIRE SUPPRESSION SYSTEM
36
ENERGY STAR SIDE BY SIDE REFRIGERATOR, COMMERCIAL GRADE
X
37
ENERGY STAR SIDE BY SIDE UPRIGHT FREEZER, COMMERCIAL GRADE
X
54" W x 30" D
38
UNDER COUNTER REFRIGERATOR EQUIPMENT BASE W/ DRAWERS
X
72" W x 32" D x 24.5" H
27.5" W x 31" D x 42" H
X
4
EXTERIOR ELEVATION
ACCESS HATCH
INTERIOR ELEVATION
NUMBER
A101 2
3
1
SHEET NUMBER
EXTERIOR ELEVATION
NUMBER
A101
SHEET NUMBER
SEE MECH.
X
X
39
REFRIGERATED STAINLESS STEEL SANDWICH PREP TABLE
X
40
FOOD CHILLER UNIT - STANDING, PORTABLE
X
41
WARMING BIN UNIT - STANDING, PORTABLE
X
42
WALK-IN REFRIGERATOR
43
WALK-IN FREEZER
44
ENERGY STAR UNDER COUNTER COMMERCIAL GRADE DISHWASHER
45
ENERGY STAR 4 TOP ELECTRIC OVEN
46
ENERGY STAR UNDER COUNTER RESIDENTIAL GRADE DISHWASHER
X
47
ENERGY STAR REFRIGERATOR - RESIDENTIAL GRADE
X
48
PORTABLE GAS GRILL - FOR OUTDOOR USE ONLY
X
COLUMN GRID & BUBBLE
DOOR NUMBER
X
101
1t
WINDOW NUMBER
X
Room name
ROOM NAME,
ROOM NUMBER & AREA
X
X
G
101
X
150 SF
X
X
KEYNOTES
(SEE LEGEND PER BUILDING)
X
X
E01
STORED INDOORS WHEN NOT IN USE
SLOPE DOWN ARROW
12" x 48" PEDESTAL BENCH; FIXED
2
ELEC. HAND DRYER W/ ADA RECESS KIT
12
PAPER TOWEL DISPENSER
22
12"x12"x72" SINGLE METAL
LOCKER UNIT, COLOR TBD FROM
MANUF. STANDARD OPTIONS
3
TOILET PAPER DISPENSER
13
18" VERT. GRAB BAR, ANSI REQ'D ONLY
23
4
5
6
ADA DRAIN PIPE SHIELD / LAV. SHIELD UNDER LAVATORY PIPE PROTECTION
14
36" HORIZONTAL GRAB BAR
15
SANITARY NAPKIN RECEPTACLE
7
16
18" W X 30" H MIRROR
8
17
18
BABY CHANGING STATION
9
ROBE HOOK
10
19
20
MOP RACK WITH SHELF ABOVE
***
NOT USED
42" HORIZONTAL GRAB BAR
1.
2.
3.
UTILITY REQUIREMENTS
WATER
A
STAINLESS STEEL TRANSACTION COUNTERTOP
B
BASE CABINET W/ PLASTIC LAMINATE COUNTERTOP
C
STAINLESS STEEL CONDIMENT COUNTER
D
EXTERIOR WALL MOUNTED MENU BOARD WITH LOCKABLE GLASS
PANELS - 24" W x 36" H
24
NOT USED
25
66" x 36" MIRROR
E
STAINLESS STEEL WORK TABLE
SHOWER HEAD & CONTROL
26
LIQUID SOAP DISPENSER,
COUNTER MOUNTED
F
STAINLESS STEEL FREE-STANDING SHELVING
G
STAINLESS STEEL WALL MOUNTED SHELVING
SHOWER CURTAIN & TRACK
27
6' - 0" x 6' - 0" METAL LOCKER
UNIT WITH HANGING BAR / COAT
RACK & SIXTEEN (16) 12" x 12"
LOCKERS, COLOR TBD FROM
MANUF. STANDARD OPTIONS
H
PLYWOOD OPEN SHELVING
I
CASH TRAY - CONCESSION
J
TRASH CAN
K
SOAP DISPENSER
18" x 48" ADA ACCESSIBLE
PEDESTAL BENCH; FIXED
L
PAPER TOWEL DISPENSER
M
ADA FIRE EXTINGUISHER WITH CABINET - SEMI-RECESSED
N
ADA FIRE EXTINGUISHER WITH CABINET - SURFACE MOUNTED
O
STAINLESS STEEL SINK GUARD
P
WALL GUARD AT UTILITY / MOP SINK
Q
MOP RACK
24" VERT. GRAB BAR, ANSI REQ'D ONLY
24" HORIZONTAL GRAB BAR
FOLDING ADA SHOWER SEAT
ADULT CHANGING STATION
28
29
18" x 42" ADA ACCESSIBLE
PEDESTAL BENCH; FIXED
ADA TOILET GRAB BARS TO BE 36" BEHIND WC, 42" AT SIDES, TYP. SEE SPEC. FOR TYPE.
NOTES:
CASEWORK & MISCELLANEOUS EQUIPMENT
DIMENSIONS SHOWN ARE TO BE USED AS STANDARD GUIDELINES, U.N.O.
PROVIDE BLOCKING IN STUD WALLS AT ALL MOUNTING LOCATIONS, TYP.
REFER TO SPECS. FOR FINISHES & ADDITIONAL INFORMATION.
FIXTURES AND EQUIPMENT
R
S
WORK DESK AND TASK CHAIR FURNITURE
T
MISCELLANEOUS EQUIPMENT
U
ROLL-DOWN COUNTER SHUTTER - LINK, INT. FULL COUNTER LENGTH
V
W
1
WATER HEATER
10
HI/LOW ADA DRINKING FOUNTAIN WITH BOTTLE FILLER
2
WALL-MOUNTED MULTI-STATION LAVATORY WASH
FOUNTAIN
11
NOT USED
3
WALL MOUNTED SINK - ADA HEIGHT
12
ROOM SIGNAGE
4
WALL MOUNTED TOILET - ADA COMPLIANT
13
OUTDOOR RATED CEILING FAN WITH TIMER /
PROGRAMMABLE FUNCTIONS, SEE SPECS.
5
WALL MOUNTED URINAL - ADA HEIGHT
6
EXTERIOR HOSE BIB, FREEZEPROOF. SEE SPECS.
INTERIOR HOSE BIB, SEE SPECS.
8
NOT USED
9
MOP SINK
ELEC.
REMARKS
GAS
ARCH. SIGNAGE
SEE INTERIOR DWGS
0' - 9" MIN.
SEE INTERIOR DWGS
X
ARCH. SIGNAGE
BUILDING IDENTIFICATION
SIGNS TO BE MOUNTED WITH
TOP OF SIGN AT 7' - 4" A.F.F.,
OR AS DIRECTED BY OWNER
7 1/2" x 7 1/2" MAX. SIGNAGE,
U.N.O. PROVIDE ADA
"SYMBOL OF ACCESS" AT
RESTROOMS
DOOR
EQ
EQ
BUILDING IDENTIFICATION
SIGNS TO BE MOUNTED WITH
TOP OF SIGN AT 7' - 4" A.F.F,
OR AS DIRECTED BY OWNER
7 1/2" x 7 1/2" MAX. SIGNAGE,
U.N.O. PLACE IN CENTER OF
SECONDARY DOOR.
DOOR (PRIMARY OPERATION)
SUBMITTALS / REVISIONS
NO
X
X
X
X
SEE NOTE # 4 BELOW; SEE MECH.
X
VARIES; REFER TO DWGS & SPECS.
FOR ADD'L INFO.
SINGLE DOOR
ROLL-DOWN COUNTER SHUTTER - SOLID SLAT, INSULATED, FULL
WINDOW WIDTH
2.
PROVIDE SIGNAGE AT ALL EXTERIOR DOOR LOCATIONS, AND INTERIOR DOORS AS SHOWN ON SIGNAGE PLAN / SCHEDULE. VERIFY WITH
OWNER LOCATIONS AND VERBIAGE, SEE DETAILS ABOVE FOR MOUNTING HEIGHT.
LOCKABLE DOUBLE SLIDING SERVICE WINDOW WITH INSULATED GLASS,
SELF-CLOSING
3.
ALL DOOR SIGNAGE SHALL INCLUDE BRAILLE AND RAISED LETTERING; MEET ALL ADA & LOCAL ACCESSIBILITY REQUIREMENTS.
4.
ALL SIGNAGE TO BE 7 1/2" x 7 1/2" MAX., U.N.O.
5.
PROVIDE SMOOTH FACE BLOCK (COLOR TO MATCH ADJACENT) AT ALL SIGNAGE LOCATIONS PLACED ON BLOCK WALLS.
6.
ALL SIGNAGE TO BE MECHANICALLY ATTACHED TO WALL. USE GROMMETS AND STAINLESS STEEL, VANDAL RESISTANT SCREWS AT ALL
SIGN CORNERS. CONSTRUCTION ADHESIVE, DOUBLE STICK OR FOAM TAPE IS NOT ACCEPTABLE.
7.
PROVIDE SMOOTH, SOLID SURFACE BEHIND SIGNAGE FOR SOLID MOUNTING. NO GROOVES OR JOINTS ALLOWED BEHIND SIGNAGE.
Y
INTERIOR WALL MOUNTED MENU BOARD - 48" W x 36" H
X
NOTES:
1.
THIS TABLE IS INTENDED TO BE A GENERAL REFERENCE GUIDE ONLY. REFER TO THE PROJECT SPECIFICATIONS AND EQUIPMENT CUT SHEETS FOR
ADDITIONAL INFORMATION REGARDING SPECIFIC EQUIPMENT AND ITS UTILITY REQUIREMENTS.
2.
CONTRACTOR TO COORD. WITH OWNER FOR ANY AND ALL OWNER FURNISHED EQUIPMENT, AS APPLICABLE.
CONTRACTOR TO REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR EXHAUST, ELECTRICAL/POWER, AND PLUMBING/PIPING
REQUIREMENTS FOR ALL FOOD SERVICE EQUIPMENT. COORDINATE ALL SERVICE RUNS WITH ALL APPLICABLE DISCIPLINES.
DESCRIPTION
GENERAL NOTES:
EXTERIOR ARCHITECTURAL SIGNAGE MAY NOT BE APPROVED WITHIN THE SCOPE OF THIS BUILDING PERMIT. A SEPARATE SIGN LOCATION
PERMIT MAY BE REQUIRED FOR EACH SIGN. VERIFY REQUIREMENTS WITH GOVERNING BODY HAVING JURISDICTION.
OVERHEAD FLY FAN
DATE
DOUBLE DOOR
1.
X
3.
7
INSTANTANEOUS WATER HEATER
DRAIN
SIGNAGE LEGEND
TOP OF BRAILLE
21
48" MIN; 60" MAX
ADA FIRE EXTINGUISHER WITH
CABINET - SURFACE MOUNTED
7' - 4"
11
TOP OF BRAILLE
LIQUID SOAP DISPENSER,
WALL MOUNTED
7' - 4"
1
48" MIN; 60" MAX
ACCESSORIES
SHEET TITLE
GENERAL NOTES
& LEGENDS
PROJECT NO.
18062-3
SCALE
AS, DA
SG
DROP-IN UNIT, CONTRACTOR TO COORD. WITH OWNER TO PROVIDE ELECTRICAL/POWER AND PLUMBING/PIPING AS REQUIRED BY EQUIPMENT.
5.
REFER TO MANUFACTURER CUT SHEETS FOR FINISH OPTIONS.
6.
REFER TO RCP FOR CEILING EQUIPMENT LAY-OUT COORDINATION W/ LIGHTING AND HVAC.
DATE
02/25/2021
DRAWN BY
CHECKED BY
4.
TENNESSEE
TOILET
PARTITION
CONDIMENT STAND WITH BINS
2' x 2' LIGHT; RECESS UNITS AT A.C.T., TYP.
FRANKLIN
14" - 18"
1
GAS
PREPARED FOR:
CITY OF FRANKLIN
4' - 0" MAX TO TOP
OF EXTINGUISHER
15" MIN.
2' - 3" MAX.
4' - 0" MAX TO TOP
OF EXTINGUISHER
17" MAX.
TO RIM
15" MIN.
5
6
2' - 3" MAX.
5
SEE REACH RANGE
2' - 0"
ELEC.
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
11
DRAIN
SURFACE MOUNTED DOWNLIGHT
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
L
2' - 1" MAX.
55" - 58"
PER MANUF. STANDARDS
12" - 14"
12" - 14"
55" - 58"
PER MANUF. STANDARDS
24" DEEP, REQ'D
URINAL
SCREEN
REMARKS
UTILITY REQUIREMENTS
RCP LEGEND
WALL TYPE FIRE RATING
A= 1 HR FIRE
B= 1 HR SMOKE
C= 2 HR FIRE
D= 2 HR SMOKE
N= NON RATED
LY
NOTE:
TOILET PARTITIONS AND URINAL SCREENS TO BE PROVIDED
AT MANUFACTURER'S STANDARD PANEL SIZE. SIZE VARIES
PER MANUFACTURER; DIMENSIONS PROVIDED INDICATE
ACCEPTABLE RANGE AND WILL BE DETERMINED BY
SELECTED MANUFACTURER. ALL PARTITIONS & SCREENS TO
BE INSTALLED WITH CONTINUOUS BRACKET CONNECTIONS.
GRAPHIC SYMBOLS
FREEDOM BALL FIELDS
MOUNTING HEIGHTS
As
indicated
SHEET NO.
A0.02
FINISH LEGEND AND NOTES
WALL LEGEND
GENERAL FINISH NOTES:
WALL DESCRIPTION
•
<AS APPLICABLE>
EXTERIOR
•
GENERAL PROJECT FINISH NOTES
WALL TAGS:
•
•
•
•
8" CMU, RUNNING BOND PATTERN; SEALED &
PAINTED AS SCHEDULED WHERE EXPOSED
BITUMINOUS DAMPPROOFING
RIGID INSULATION, MIN. R-9.5
2" AIR GAP
BRICK VENEER WITH ADJUSTABLE TIES AT 16"
O.C. MAX. HORIZONTAL & VERTICAL
WALL TYPE FIRE RATING
A= 1 HR FIRE
B= 1 HR SMOKE
C= 2 HR FIRE
D= 2 HR SMOKE
N= NON RATED
WALL TYPES
CONCESSION & RESTROOM BUILDING
EXTERIOR WALLS
N
02
•
•
•
•
8" CMU, RUNNING BOND PATTERN; SEALED &
PAINTED AS SCHEDULED WHERE EXPOSED
BITUMINOUS DAMPPROOFING
2" AIR GAP
BRICK VENEER WITH ADJUSTABLE TIES AT 16"
O.C. MAX. HORIZONTAL & VERTICAL
CONCESSION & RESTROOM BUILDING
COLUMN WRAPS
N
03
•
8" CMU, RUNNING BOND PATTERN; SEALED &
PAINTED AS SCHEDULED WHERE EXPOSED
CONCESSION & RESTROOM BUILDING
INTERIOR WALLS AS INDICATED
A
03
•
8" CMU, RUNNING BOND PATTERN; SEALED &
PAINTED AS SCHEDULED WHERE EXPOSED
CONCESSION & RESTROOM INTERIOR WALLS
AS INDICATED
A 01
04
•
•
•
•
2x4 WOOD STUDS AT 16" O.C. MAX.
1/2" OSB SHEATHING
#30 FELT
5/16" FIBER CEMENT BOARD LAP SIDING.
PROVIDE 1x4 TRIM AT ALL PERIMETER EDGES
& JOINTS, COLOR TO MATCH WALL, TYP.
BRICK VENEER - RUNNING BOND
GENERAL SHALE; DAVIDSON BLEND
BUILDINGS A - D:
ALL EXTERIOR WALLS & COLUMN
WRAPS AS INDICATED
PLY-1
BRICK VENEER - SOLDIER COURSING
GENERAL SHALE; DAVIDSON BLEND
BUILDINGS A - D:
ALL EXTERIOR WALLS & COLUMN
WRAPS AS INDICATED
GYP-1
CMU-2
CMU-1
PRE-MANUFACTURED RIDGE VENT, COLOR TO MATCH ROOF, TYP.
8" CMU - RUNNING BOND
INTEGRALLY COLORED SPLIT FACE
SEALED & FINISHED AS SCHEDULED
BUILDING F:
EXTERIOR WALLS; COLOR TO MATCH BRICK ON
BUILDINGS A - D
ALUMINUM HORIZONTAL SELF CLOSING INSULATED GLASS SERVICE WINDOW
WITH TRACKLESS BOTTOM AT WINDOW OPENING, ANCHORED TO H.M.
NON-RABBITED FRAME, WITH OVERHEAD COILING DOOR AND CONTINUOUS
STAINLESS STEEL COUNTER.
CMU-3
8" CMU - RUNNING BOND
INTEGRALLY COLORED SMOOTH FACE
SEALED & FINISHED AS SCHEDULED
BUILDING F:
DIVIDING WALL; COLOR TO MATCH BRICK ON
BUILDINGS A - D
PNT-1
FIBER CEMENT BOARD LAP SIDING;
B.O.D.: JAMES HARDIE CEDARMILL FINISH
COLOR: ARCTIC WHITE
BUILDINGS A - E:
SCORING AREA & CUPOLA WALLS
PNT-2
BK-1
INSULATED EXTERIOR METAL DOORS, PAINTED AS SCHEDULED.
SUPPLEMENTAL WALL NOTES:
FIBER CEMENT LAP SIDING WITH PERIMETER 1x4 BATTEN TRIM BOARDS,
SEE FINISH LEGEND FOR COLOR.
WALL HEIGHT: FROM GROUND UP TO 1' - 4" A.F.F.
2
WALL HEIGHT: FROM GROUND UP TO 4' - 0" A.F.F.
3
WALL HEIGHT: FROM GROUND UP TO 5' - 4" A.F.F.
4
WALL HEIGHT: FROM GROUND UP TO 7' - 4" A.F.F.
5
----
6
WALL HEIGHT: FROM 7' - 4" A.F.F. UP TO ROOF DECK
7
WALL HEIGHT: FROM GROUND UP TO 12'-0"
PRE-FINISHED ALUMINUM BOX GUTTER, MIN. 5x5; AND DOWNSPOUTS, MIN. 4x4.
COORD. FINISH W/ ARCH. SEE CIVIL FOR CONNECTION TO U.G. LINES.
8
WALL HEIGHT: FROM GROUND UP TO 6" ABOVE CEILING
8" SMOOTH FACE CMU BLOCK, RUNNING BOND, SEALED & PAINTED AS
SCHEDULED.
9
WALL HEIGHT: FROM ELEVATED FLOOR PLATE UP TO BOTTOM OF TRUSS
10
PROVIDE SOUND BATT INSULATION FROM FLOOR PLATE UP TO T.O. WALL.
11
PROVIDE CORE FILLED INSULATION FROM FLOOR PLATE UP TO T.O. WALL.
12
GROUT SOLID FIRST THREE COURSES.
13
PROVIDE BOX STUD HEADERS AND / OR ADDITIONAL SUPPORTS AND
BRACING AS NEEDED.
8"x8" GLASS BLOCK, SEE SPECS.
BRICK VENEER WAINSCOT WITH PRE-CAST STONE CAP.
T.O. BRICK TO BE AT 5' - 4" A.F.F., TYP.
POWDER COATED STEEL COLUMN WITH BRICK VENEER WAINSCOT,
PRE-CAST WATER TABLE, & METAL PLATE CONNECTORS.
SEE DETAILS & STRUC.
17
18
POWDER COATED STEEL PILASTER WITH BRICK VENEER WAINSCOT,
PRE-CAST WATER TABLE, & METAL PLATE CONNECTORS.
SEE DETAILS & STRUC.
19
20
BUILDING E:
SCORING AREA WALLS
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
CMU WALL, SEALED & PAINTED AS
SCHEDULED. SEE INDIVIDUAL BUILDINGS FOR
ADDITIONAL FINISH INFORMATION.
EPOXY PAINT
COLOR: T.B.D.
BUILDINGS A, B, & E: FIELD / NEUTRAL COLOR FOR INTERIOR
WALLS & CEILINGS
EPOXY PAINT
COLOR: T.B.D.
BUILDINGS A & B:
ACCENT WALL COLOR AS INDICATED
FCB-1
PRE-ENGINEERED WOOD TRUSS, SEE STRUC.
1x4 BATTEN TRIM AS INDICATED, COLOR TO MATCH FASCIA TRIM, TYP.
16
GYPSUM BOARD WALL
COLOR: PNT-1
PRE-MANUFACTURED RIDGE CAP, COLOR TO MATCH ROOF, TYP.
1
14
BUILDING A:
ALL IT ROOM WALLS UP TO 8' - 0" A.F.F., THEN
PAINTED CMU AS SCHEDULED ABOVE
BK-2
WALL TYPE NUMBER
SUPPLEMENTAL WALL NOTES. SEE BELOW.
3/4" FRT PAINTED PLYWOOD
COLOR: PNT-1
HOLLOW METAL INTERIOR DOORS, PAINTED AS SCHEDULED.
1, 2
15
N
STANDING SEAM METAL ROOF SYSTEM. SEE ROOF DETAILS &
SPECIFICATIONS FOR ADDITIONAL INFORMATION, TYP.
EPOXY PAINT
COLOR: T.B.D.
ALL BUILDINGS:
DOOR & FRAME COLOR
FCB-2
FIBER CEMENT BOARD
B.O.D.: JAMES HARDIE SMOOTH FINISH
COLOR: ARCTIC WHITE
BUILDINGS A - F:
TRIM, FASCIA & SOFFIT AS APPLICABLE
PNT-3
STAINED & SEALED WOOD BEAMS
FINISH: SEMI-TRANSPARENT STAIN, COLOR TBD.
BUILDINGS A & B:
COVERED PAVILION
PNT-4
STAINED & SEALED TONGUE & GROOVE DECK
FINISH: SEMI-TRANSPARENT STAIN, COLOR TBD.
BUILDINGS C & D:
COVERED PAVILION CEILING
EP-1
WD-1
BUILDING A:
EPOXY PAINT
COLOR: T.B.D.
CONCESSIONS CABINETS & SHELVING
EPOXY COATING UP TO 4' - 0" A.F.F.
COLOR: T.B.D.
BUILDINGS A & B:
WALLS AS INDICATED
TG-1
FIBER CEMENT BOARD FASCIA AND SOFFIT.
WALL MOUNTED CONCESSION MENU BOARD.
EXTERIOR UNITS TO HAVE LOCKABLE GLASS PANELS.
N
05
•
•
•
TPO MEMBRANE SYSTEM
1/2" OSB SHEATHING
ATTACHED TO PRE-ENGINEERED
GIRDER TRUSSES
1.
CONCESSION & RESTROOM MECHANICAL WALLS
2.
06
NOT USED
3.
REFER TO INDIVIDUAL BUILDING PLANS AND SECTIONS FOR
INSULATION LOCATIONS AND ADDITIONAL INFORMATION.
INTERIOR EXPOSED SURFACE OF CMU TO BE PAINTED AS
SCHEDULED. REFER TO INDIVIDUAL BUILDING FINISH PLANS
& SCHEDULES FOR ADDITIONAL INFORMATION.
REFER TO UL LISTINGS FOR FIRE RATED INFORMATION.
HIGH-LOW ADA ACCESSIBLE DRINKING FOUNTAIN WITH BOTTLE FILLER,
SEE PLUMB.
3/4" PAINTED PLYWOOD BASE CABINETS WITH 1 1/2" THICK PLASTIC LAMINATE
COUNTERTOP. SEE CASEWORK SCHEDULE FOR FINISH INFORMATION.
FIXED EXTERIOR ADA ACCESSIBLE PICNIC TABLE. SEE SPECIFICATIONS &
CIVIL FOR ADDITIONAL INFORMATION.
FIXED EXTERIOR PICNIC TABLE. SEE SPECIFICATIONS & CIVIL FOR
ADDITIONAL INFORMATION.
EXTERIOR COMMERCIAL HOSE BIBB, FREEZE PROOF. SEE PLUMB.
07
NOT USED
HEAVY TIMBER BEAM SYSTEM WITH STEEL BRACKETS. SEE STRUC.
POWDER COATED STEEL COLUMNS & BEAMS
POLIGON / PORTER CORP.
POLI-5000 HARBOR BLUE
BUILDINGS C & D:
EXPOSED STEEL AS INDICATED
N
08
•
8" CMU, INTEGRALLY COLORED
SPLIT-FACE; SEALED
ALL URINAL SCREENS TO BE 23" D x 48" H & ARE TO HAVE CONTINUOUS
BRACKETS, SEE SPECS.
ALL DOORS TO HAVE CONTINUOUS HINGES, SEE SPECS.
STORAGE SHED WALLS AS INDICATED
RESTROOM PARTITIONS FINISHES
RP-1
N
N
09
10
NOT USED
•
SOLID COLOR REINFORCED COMPOSITE
PARTITIONS & SCREENS WITH CONTINUOUS
BRACKETS AT ALL LOCATIONS
BOBRICK SierraSeries 1090
COLOR: GOLDEN KHAKI SC01
STANDING SEAM METAL ROOF
PAC-CLAD
COLOR: GRANITE
BUILDINGS A, B, & E: AS INDICATED
SSMR-1
GYP-3
BUILDING E:
STANDING SEAM METAL ROOF
POLIGON / PORTER CORP.
COOL ROOF KYNAR 500; COLOR: ASH GRAY
BUILDINGS C & D:
AS INDICATED
NOTE:
METAL GUTTERS & DOWNSPOUTS,
COLOR TO MATCH SSMR
BUILDINGS A - D:
AS INDICATED
MGD-1
8 x 8 GLASS BLOCK
BUILDINGS A & B: AS INDICATED
ALL ENCLOSED 1-HOUR RATED ROOMS
1/2" GYP BOARD, PAINT WITH PNT-1, U.N.O.
SCORING AREA
ALL PLYWOOD CEILINGS TO RECEIVE 2x2 TRIM,
PAINTED TO MATCH CEILING, AT ALL WALLS & ALL
JOINTS, TYP.
FLOORING FINISHES
DOOR FINISHES
SC-1
SEALED CONCRETE - BRUSHED FINISH
BUILDINGS A & B:
INSULATED EXTERIOR METAL DOORS WITH
HOLLOW METAL FRAMES; DOOR & FRAME TO
BE PRIMED & PAINTED WITH EPOXY PAINT, U.N.O.
COLOR: PNT-3
ALL EXTERIOR DOORS, U.N.O.
EXTERIOR COVERED AREAS
MTL-1
SC-2
SEALED CONCRETE - SMOOTH, POLISHED FINISH
BUILDINGS A & B:
HOLLOW METAL DOORS AND FRAMES,
DOOR & FRAME TO BE PRIMED & PAINTED
WITH EPOXY PAINT, U.N.O.
COLOR: PNT-3
ALL INTERIOR DOORS, U.N.O.
UTILITY / STORAGE AREAS AS INDICATED
H.M.
EXTERIOR ROLL-UP COILING SHUTTER DOOR
WITH HORIZONTAL LOCKABLE SLIDING
TRANSACTION WINDOW
COLOR: ANODIZED ALUMINUM
BUILDING A:
CONCESSION WINDOWS
CW-1
EP-1
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
EPOXY FLOORING
COLOR: T.B.D.
BUILDINGS A & B:
RESTROOMS & CONCESSIONS
ARMSTRONG STATIC DISSIPATIVE TILE;
EXCELON SDT, FOSSIL GRAY - 51956;
QUARTER TURNED
BUILDINGS A & E:
IT ROOMS & SCORING AREA
SDT-1
CASEWORK FINISHES
AT-1
GB-1
1/2" TYPE X GYP BOARD, INSTALLED PER UL REQ;
PAINT WITH PNT-1, U.N.O.
BUILDINGS A & B:
SSMR-2
8" CMU, RUNNING BOND PATTERN; INTEGRALLY
COLORED SMOOTH FACE; SEALED
GLAZING FINISHES
BUILDINGS A & B: ALL ENCLOSED NON-RATED ROOMS
GYP-2
WALL MOUNTED PTAC UNIT, SEE MECH. GC TO COORD. WITH MANUF.
ALL TOILET PARTITIONS TO HAVE CONTINUOUS BRACKETS, SEE SPECS.
1/2" FINISH GRADE PLYWOOD APA RATED A-C
EXTERIOR WITH "A" FACE EXPOSED FOR
PAINTING; PAINT WITH PNT-1, U.N.O.
PLY-2
MTL-2
TRENCH DRAIN, SEE PLUMBING.
N
CEILING FINISHES
SURFACE MOUNTED FIRE EXTINGUISHER CABINET, SEE SPECS.
GENERAL WALL NOTES:
N
POWDER COATED STEEL COLUMNS & BEAMS
COLOR MATCH TO:
POLIGON / PORTER CORP.
POLI-5000 HARBOR BLUE
BUILDINGS A, B, & E: EXPOSED STEEL AS INDICATED
MTL-1
FREEDOM BALL FIELDS
BUILDINGS A - B: CUPOLA WALLS
TENNESSEE
•
FRANKLIN
01
PREPARED FOR:
CITY OF FRANKLIN
N
WALL FINISHES
EXTERIOR FINISHES
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
INTERIOR
APPROXIMATE FINISH LOCATIONS INDICATED BELOW. ACTUAL PROJECT FINISH LOCATION REQUIREMENTS ARE INDICATED & SCHEDULED WITH
EACH BUILDING. REFER TO PLANS & ELEVATIONS FOR ADDITIONAL INFORMATION.
ALL MANUFACTURER'S NAMES LISTED BELOW ARE BASIS OF DESIGN (B.O.D.); REFER TO SPECS. FOR ADDITIONAL INFORMATION.
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
WALL
NUMBER
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
WALL
RATING
LY
WALL
CONSTRUCTION
PL-1
PLASTIC LAMINATE
COLOR / PATTERN: T.B.D.
ARTIFICIAL TURF;
T.B.D.
BUILDINGS C & D:
BATTING CAGE & BULLPEN PAVILIONS
BUILDINGS A & E:
CONCESSIONS COUNTERS &
SCORING AREA COUNTERS
SHEET TITLE
GENERAL NOTES,
WALL TYPES, &
FINISHES
STORAGE SHED WALLS AS INDICATED
1" CLEAR INSULATED TEMPERED
GLAZING, U.N.O.
BUILDINGS A & E: HORIZONTAL SLIDING WINDOWS
AS INDICATED
CGW-1
3/4" FINISH GRADE PLYWOOD APA RATED A-C
FINISH BOTH SIDES FOR PAINTING; PAINT
WITH EPOXY PAINT, U.N.O.
COLOR: T.B.D.
BUILDING A:
CONCESSIONS CABINETS & SHELVING
FP-1
PROJECT NO.
BASE FINISHES
18062-3
02/25/2021
DRAWN BY
SCALE
AS, DA
RB-1
RUBBERBASE - 4" COVE;
COLOR: T.B.D.
DATE
CHECKED BY
SG
As
indicated
SHEET NO.
BUILDING E:
SCORING AREA
A0.03
NOTES:
24 min
6.4
48 min
1220
610
33" - 36"
3
dimension showing a range
with minimum - maximum
840 MM -915 MM
A0.05
min
minimum
max
maximum
36 min
VERTICAL CHANGE IN LEVEL
915
FIGURE 303.2
1:3
¼
2
6.4
1
¼
30 min
base
12 min
12 min
305
305
T-SHAPED TURNING SPACE
½
5
13
A0.05
FIGURE 304.3.2
1/4" = 1'-0"
6
A0.05
610
¼ max
48 min
760
dimension for small
measurements
X > 24
6
150
1525
1525
760
60 min
FIGURE 302.2
1:3
60 min
A0.05
CARPET PILE HEIGHT
arm
2
36 min
915
arm
dimension showing English
units (in inches unless
otherwise specified) above
the line and SI units (in
millimeters unless otherwise
specified) below the line
36
30 min
13
ADA STANDARDS ARE PROVIDED AS REFERENCE ONLY.
ALL BUILDING COMPONENTS MUST COMPLY WITH ALL ADA GUIDELINES.
REFER TO 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN PUBLICATION FOR ADDITIONAL INFORMATION.
PROVIDE BLOCKING AT ALL STUD WALLS FOR ALL HANDRAILS, TYP.
PROVIDE BLOCKING AT ALL STUD WALLS FOR OTHER WALL MOUNTED ITEMS AS NEEDED, TYP.
1220
½ max
DESCRIPTION
915
CONVENTION
•
•
•
•
•
48 min
CHAPTER 3 2010 BUILDING BLOCKS
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
1220
(a)
forward
CLEAR FLOOR OR
GROUND SPACE
7
FIGURE 305.3
1/4" = 1'-0"
A0.05
(b)
parallel
30 min
760
36 min
915
POSITION OF CLEAR FLOOR
OR GROUND SPACE
8
FIGURE 305.5
1/4" = 1'-0"
MANEUVERING CLEARANCE IN AN
ALCOVE, FORWARD APPROACH
A0.05
FIGURE 305.7.1
1/4" = 1'-0"
4 max
6.4
100
>
greater than
>
greater than or equal to
<
less than
4
A0.05
BEVELED CHANGE IN LEVEL
FIGURE 303.3
1:3
8 min
42 min
36 min
36 min
1065
915
915
1065
19
1/4" = 1'-0"
FIGURE 403.5.1
X < 48
X < 48
1220
1220
(b)
180 degree turn
(Exception)
(a)
180 degree turn
20
CLEAR WIDTH AT TURN
A0.05
1/4" = 1'-0"
FIGURE 403.5.2
A0.05
1/4" = 1'-0"
FIGURE 308.2.1
32 min
32 min
32 min
815
815
815
1/4" = 1'-0"
21
CLEAR WIDTH OF DOORWAYS
A0.05
1/4" = 1'-0"
FIGURE 404.2.3
10 max
10 max
> 10-24 max
255
255
255-610
17
UNOBSTRUCTED SIDE REACH
18
OBSTRUCTED HIGH SIDE REACH
A0.05
1/4" = 1'-0"
A0.05
1/4" = 1'-0"
A0.05
1/4" = 1'-0"
FIGURE 308.2.2
FIGURE 308.3.1
FIGURE 308.3.2
18 min
445
22
MANEUVERING CLEARANCE
AT MANUAL SWINGING
DOORS & GATES
A0.05
1/4" = 1'-0"
FIGURE 404.2.4.1
12 min
305
36 min
915
(d)
hinge approach, pull side
(c)
front approach, push side, door
provided with both closer and
latch
23
MANEUVERING CLEARANCE
AT MANUAL SWINGING
DOORS & GATES
A0.05
1/4" = 1'-0"
1065
560
42 min
22 min
1065
610
42 min
24 min
1220
48 min
1065
610
42 min
1370
54 min
1065
2030
16
OBSTRUCTED HIGH
FORWARD REACH
FIGURE 404.2.4.1
24
MANEUVERING CLEARANCE
AT MANUAL SWINGING
DOORS & GATES
A0.05
1/4" = 1'-0"
TENNESSEE
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
FIGURE 404.2.4.1
48 min
1220
1220
24 min
80 min
(b)
48 min
42 min
1170
46 max
865
34 max
1220
48 max
FIGURE 307.3
(a)
(c)
folding door
(b)
sliding door
685
A0.05
865
1220
48 max
380
FIGURE 307.2
34 max
1/4" = 1'-0"
13
POST-MOUNTED PROTRUDING
OBJECTS
(a)
front approach, pull side
(a)
hinged door
27 max
27-80
685-2030
2030
X > 80
685
A0.05
15 min
1220
12
LIMITS OF PROTRUDING
OBJECTS
(b)
PREPARED FOR:
CITY OF FRANKLIN
15
UNOBSTRUCTED FORWARD
REACH
(a)
1120
510-635
44 max
>20-25 max
510
48 max
20 max
X > 27
760
FIGURE 306.3
305
FRANKLIN
42 min
A0.05
1/4" = 1'-0"
90
°
915
36 min
815
815
32 min
1220
CLEAR WIDTH OF AN
ACCESSIBLE ROUTE
A0.05
60 min
48 min
1525
610
60 min
24 max
610
1220
24 max
48 min
CHAPTER 4 2010 ACCESSIBLE ROUTES
FIGURE 306.2
1220
2030
X < 80
FIGURE 307.4
1/4" = 1'-0"
TOE CLEARANCE
X > 12
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
CH 1
A0.05
11
305
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
FIGURE 104
KNEE CLEARANCE
305
305
FREEDOM BALL FIELDS
1/4" = 1'-0"
(b)
plan
12 max
1525
VERTICAL CLEARANCE
A0.05
430-635
(a)
elevation
12 max
60 min
14
1/2" = 1'-0"
17-25
150
X > 12
1220
GRAPHIC CONVENTION
FOR FIGURES
6 max
1525
location zone of element,
control or feature
685
27 max
a highlighted element in
elevation or plan
10
48 max
a wall, floor, ceiling or other
element cut in section or plan
(b)
plan
380
FIGURE 305.7.2
1/4" = 1'-0"
(a)
elevation
15 min
MANEUVERING CLEARANCE IN AN
ALCOVE, PARALLEL APPROACH
635
48 min
280
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
9
A0.05
32 min
LY
60 min
direction of travel or approach
915
230
11 min
centerline
a permitted element or its
extension
36 min
9
230
1525
1
30 min
9 min
25 max
C
L
A0.05
30 min
685
27 min
boundary of clear floor space
or maneuvering clearance
380
X > 15
less than or equal to
<
760
205
24 min
610
(a)
(b)
SHEET TITLE
(c)
pocket or hinge approach
(h)
latch approach, pull side
(e)
hinge approach, pull side
(d)
stop or latch approach
ADA STANDARDS
48 min
1220
(j)
latch approach, push
side
PROJECT NO.
25
A0.05
MANEUVERING CLEARANCE
AT MANUAL SWINGING
DOORS & GATES
1/4" = 1'-0"
FIGURE 404.2.4.1
26
A0.05
MANEUVERING CLEARANCE
AT MANUAL SWINGING
DOORS & GATES
1/4" = 1'-0"
FIGURE 404.2.4.1
27
A0.05
MANEUVERING CLEARANCE
AT MANUAL SWINGING
DOORS & GATES
1/4" = 1'-0"
FIGURE 404.2.4.1
18062-3
(c)
28
A0.05
MANEUVERING CLEARANCE AT
SLIDING & FOLDING DOORS
1/4" = 1'-0"
FIGURE 404.2.4.2
29
A0.05
MANEUVERING CLEARANCE
AT SLIDING & FOLDING DOORS
1/4" = 1'-0"
FIGURE 404.2.4.2
30
A0.05
1/4" = 1'-0"
02/25/2021
DRAWN BY
DOORS IN SERIES &
GATES IN SERIES
SCALE
AS, DA
CHECKED BY
SG
FIGURE 404.2.6
DATE
As
indicated
SHEET NO.
A0.05
NOTES:
CHAPTER 5 2010 GENERAL SITE AND BUILDING ELEMENTS
1½ min
•
•
•
•
•
38
30° max
13
FIGURE 505.5
12 min
4-6¼ perimeter
LANDING
100-160
0' - 4"
(d)
beveled nosing
FIGURE 604.3.1
door
location
1065
42 min
16
17
Wheelchair Accessible
Toilet Compartment Doors
A0.06
1/4" = 1'-0"
A0.06
1/4" = 1'-0"
Vertical Grab Bar
Provided if ANSI
is Required
915
2' - 6"
C
L
36 min
6 min
150
150
Vertical Grab Bar
Provided if ANSI
is Required
9 min
12 min
230
305
15
1/4" = 1'-0"
A0.06
1/4" = 1'-0"
21
HEIGHT OF LAVATORIES
AND SINKS
A0.06
1/4" = 1'-0"
Vertical Grab Bar
Provided if ANSI
is Required
150
35 3'
- - 1"
Provide Interior and
Exterior Door Pulls
(c)
plan
18
WHEELCHAIR ACCESSIBLE TOILET
COMPARTMENT TOE CLEARANCE
A0.06
1/4" = 1'-0"
FIGURE 604.8.1.4
A0.06
1/4" = 1'-0"
FIGURE 608.2.1
FIGURE 604.7
345
17 max
430
(a)
wall hung type
(b)
stall type
19
20
HEIGHT AND DEPTH
OF URINALS
A0.06
1/4" = 1'-0"
A0.06
1/4" = 1'-0"
FIGURE 604.8.2
FIGURE 605.2
FIGURE 606.3 ANSI
18
15 max
380
22-23
455
control
wall
seat
wall
Vertical Grab Bar
Provided if ANSI
is Required
560-585
23
GRAB BARS FOR ALTERNATE
ROLL-IN TYPE SHOWERS
A0.06
1/4" = 1'-0"
FIGURE 608.2.2
24
GRAB BARS FOR TRANSFER
TYPE SHOWERS
A0.06
1/4" = 1'-0"
FIGURE 608.3.1
seat
wall
1½ min
38
(a)
projecting
objects
(b)
recessed
objects
38
back
wall
Note: inside finished dimensions measured at the center points
of opposing sides
22
13½ min
345
AMBULATORY ACCESSIBLE
TOILET COMPARTMENT
side wall
C
L
4 max
102
5' - 0"
TRANSFER TYPE SHOWER
COMPARTMENT SIZE & CLEARANCE
FIGURE 604.5.2
13½ min
Vertical Grab Bar
Provided if ANSI
is Required
6 min
(b)
elevation
children
-
side
wall
C
L
2' - 6"
side
wall
915
36
back wall
48 min
1220
Note: inside finished dimensions measured
at the center points of opposing sides
FIGURE 604.5.1
14
A0.06
Vertical Grab Bar
Provide if ANSI
is Required
C
L
control
C
L wall
6 min
(a)
elevation
adult
SIZE OF WHEELCHAIR ACCESSIBLE
TOILET COMPARTMENT
seat C
L
wall
1/4" = 1'-0"
150
(b)
adult floor mounted water closet
and children's water closet
back wall
C
L
13
A0.06
partition
6 min
100
4 max
100
FIGURE 604.8.1.1
FIGURE 604.3.2
Provide Hook
4 max
36
LY
1/4" = 1'-0"
1½ max
4' - 11" min
4' - 8" min
alternate
915
39" - 41"
12
A0.06
seat
wall
2½ max
15-16
64
380-405
(a)
size
(b)
distance from
wall
25
TRANSFER TYPE SHOWER
COMPARTMENT CONTROL LOCATION
26
SPACING OF GRAB BARS
27
L-SHAPED SHOWER SEAT NO
A0.06
1/4" = 1'-0"
A0.06
1/2" = 1'-0"
A0.06
1/4" = 1'-0"
FIGURE 608.5.1
TENNESSEE
1/4" = 1'-0"
DISPENSER OUTLET
LOCATION
FRANKLIN
11
A0.06
REAR WALL GRAB BAR
AT WATER CLOSETS
PREPARED FOR:
CITY OF FRANKLIN
FIGURE 604.2
SIDE WALL GRAB BAR
AT WATER CLOSETS
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
1/4" = 1'-0"
EXCEPTION - OVERLAP OF
WATER CLOSET CLEARANCE
IN RESIDENTIAL DWELLINGS
partition
(a)
adult wall hung
water closet
7-9
FREEDOM BALL FIELDS
WATER CLOSET LOCATION
Vertical Grab Bar
Provided if ANSI
is Required
180-230
3' - 6"min
10
5' - 0" min
1675
66 min
60 min
SIZE & CLEARANCE
OF WATER CLOSETS
Vertical Grab Bar Provided if ANSI is Required
5' - 0" min
C
L
1525
A0.06
Vertical Grab Bar
Provided if ANSI
is Required
305
transfer
side
1220
FIGURE 602.5
1/4" = 1'-0"
1525
48 max
9
A0.06
DRINKING FOUNTAIN
SPOUT LOCATION
60 min
(b)
ambulatory
accessible
water
closets
965
(a)
wheelchair
accessible
water closets
39" - 41"
12 min
1065
38 min
430-485
FIGURE 505.10.3
1/4" = 1'-0"
42 min
Vertical Grab Bar
Provided if ANSI
is Required
5' - 0"
min
17-19
405-455
C
L
610
Vertical Grab Bar
Provided if ANSI
is Required
1370
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
16-18
Vertical Grab Bar
Provided if ANSI
is Required
1420
380
915
24 min
305
56 min
125
A0.06
36 min
39" - 41"
12 max
15 min
1/4" = 1'-0"
C
L
455
54 min
5 max
A0.06
8
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
18 min
C
L
1/4" = 1'-0"
FIGURE 505.10.2
34 MAX
C
L
A0.06
7
FIGURE 505.10.1
BOTTOM HANDRAIL
EXTENSION AT STAIRS
1220
3/8" = 1'-0"
CHAPTER 6 2010 PLUMBING ELEMENTS AND FACILITIES
6
FIGURE 505.7.2
TOP HANDRAIL
EXTENSION AT STAIRS
48 max
A0.06
TOP & BOTTOM HANDRAIL
EXTENSIONS AT RAMPS
380
1" = 1'-0"
HANDRAIL NON-CIRCULAR
CROSS SECTION
39" - 41"
15 min
A0.06
FIGURE 505.4
1/4" = 1'-0"
5
FIGURE 505.6
Note: X= tread depth
355-380
A0.06
4
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
(b)
14-15
FIGURE 504.5
1/2" = 1'-0"
HANDRAIL HEIGHT
2
X
305
STAIR NOSINGS
HORIZONTAL PROJECTIONS
BELOW GRIPPING SURFACE
X
3' - 0"
ax
m
57
2¼
57
12 min
A0.06
305
2¼ max
(a)
1
12 min
305
38
1½ min
(c)
walking surfaces
(b)
ramps
305
LANDING
12 min
(a)
stairs
(c)
curved nosing
SLOPE
2' - 11"
1" = 1'-0"
865-965
34-38
865-965
38
34-38
1½ max
38
865-965
A0.06
34-38
1½ max
HANDRAIL CLEARANCE
3
(b)
angled riser
(a)
radius of tread edge
(typical for all profiles)
2' - 11"
radius ½
max
ADA STANDARDS ARE PROVIDED AS REFERENCE ONLY.
ALL BUILDING COMPONENTS MUST COMPLY WITH ALL ADA GUIDELINES.
REFER TO 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN PUBLICATION FOR ADDITIONAL INFORMATION.
PROVIDE BLOCKING AT ALL STUD WALLS FOR ALL HANDRAILS, TYP.
PROVIDE BLOCKING AT ALL STUD WALLS FOR OTHER WALL MOUNTED ITEMS AS NEEDED, TYP.
SUBMITTALS / REVISIONS
FIGURE 609.3
DESCRIPTION
FIGURE 610.3.2
distance between corresponding dots
distance between dots
in adjacent cells
in the same cell
CHAPTER 7 2010 COMMUNICATION ELEMENTS AND FEATURES
DATE
single braille
cell
AREA OF
REFUGE
distance between dots
blank cell space
between words
C
L
1525
60 max
9.5
in the same cell
150
455
1220
3/8 min
18 min
AREA OF
REFUGE
48 min
AREA OF
REFUGE
16 MIN. - 51 MAX.
⅝ MIN -2 MAX
45°
6 min
LIBRARY
centered on
distance between corresponding dots
tactile characters
MEN
3/8 min
9.5
not in
pictogram
field
28
29
POSITION OF BRAILLE
A0.06
1/2"
1' - 0"
1"
==
1'-0"
A0.06
1/2"
- 0"
1/4" = 1'
1'-0"
FIGURE 703.2.5
FIGURE 703.3.2
30
A0.06
1/4" = 1'-0"
FIGURE 703.4.1
raised dot
base diameter
PROJECT NO.
no raised dot
455
HEIGHT OF TACTILE CHARACTERS
ABOVE FLOOR OR GROUND
ADA STANDARDS
from one cell directly below
18 min
HEIGHT OF RAISED
CHARACTERS
SHEET TITLE
18062-3
02/25/2021
DRAWN BY
31
32
PICTOGRAM FIELD
33
BRAILLE MEASUREMENT
A0.06
1/2" = 1'-0"
A0.06
1/2" = 1'-0"
A0.06
12" = 1'-0"
FIGURE 703.4.2
SCALE
AS, DA
LOCATION OF TACTILE
SIGNS AT DOORS
CHECKED BY
FIGURE 703.6.1
DATE
SG
As
indicated
SHEET NO.
FIGURE 703.3.1
A0.06
NOTES:
CHAPTER 7 CONT. 2010 COMMUNICATION ELEMENTS AND FEATURES
•
•
•
•
•
1
2
FIGURE 703.7.2.1
12" = 1'-0"
A0.07
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
INTERNATIONAL TTY SYMBOL
FIGURE 703.7.2.2
12" = 1'-0"
5
A0.07
(b)
two spaces
64
-
(a)
WIDTH OF WHEELCHAIR SPACES
IN ASSEMBLY AREAS
1/2" = 1'-0"
51
2 max
(a)
single space
2½ max
20 min
6
A0.07
FIGURE 802.1.2
(b)
BENCH BACK SUPPORT
1/2" = 1'-0"
FIGURE 903.4
7
A0.07
CHECK-OUT AISLE COUNTERS
1/2" = 1'-0"
FIGURE 904.3.2
TENNESSEE
SUBMITTALS / REVISIONS
NO
MISCELLANEOUS 2010
FRANKLIN
840
PREPARED FOR:
CITY OF FRANKLIN
33 min
840
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
33 min
915
18 min
36 min
CHAPTER 9 2010 BUILT-IN ELEMENTS
FREEDOM BALL FIELDS
CHAPTER 8 2010 SPECIAL ROOMS, SPACES, AND ELEMENTS
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
FIGURE 703.7.2.4
51
12" = 1'-0"
965
FIGURE 703.7.2.3
4
A0.07
2 max
12" = 1'-0"
38 max
VOLUME-CONTROLLED TELEPHONE
INTERNATIONAL SYMBOL OF
ACCESS FOR HEARING LOSS
455
3
A0.07
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
A0.07
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
ADA STANDARDS ARE PROVIDED AS REFERENCE ONLY.
ALL BUILDING COMPONENTS MUST COMPLY WITH ALL ADA GUIDELINES.
REFER TO 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN PUBLICATION FOR ADDITIONAL INFORMATION.
PROVIDE BLOCKING AT ALL STUD WALLS FOR ALL HANDRAILS, TYP.
PROVIDE BLOCKING AT ALL STUD WALLS FOR OTHER WALL MOUNTED ITEMS AS NEEDED, TYP.
DATE
DESCRIPTION
ADA
SHEET TITLE
ADA STANDARDS
PROJECT NO.
18062-3
02/25/2021
DRAWN BY
8
A0.07
LINES OF SIGHT BETWEEN THE HEADS
OF STANDING SPECTATORS
1/4" = 1'-0"
FIGURE 802.2.2.2 CH.8
9
A0.07
LINES OF SIGHT OVER THE HEADS
OF SEATED SPECTATORS
1/4" = 1'-0"
FIGURE 802.2.2.1 CH.8
10
LINES OF SIGHT BETWEEN THE
HEADS OF SEATED SPECTATORS
11
LINES OF SIGHT OVER THE
HEADS OF STANDING SPECTATORS
A0.07
1/4" = 1'-0"
A0.07
1/4" = 1'-0"
FIGURE 802.2.1.2 CH.8
FIGURE 802.2.1.1 CH.8
DATE
SCALE
AS, DA
CHECKED BY
SG
As
indicated
SHEET NO.
A0.07
NOTES:
•
•
•
•
•
dominant direction of travel
60 min
60 min
60 min
1525
1525
1525
landing
ramp run
landing
ramp run
landing
long dimension perpendicular to
dominant direction of travel
ADA STANDARDS ARE PROVIDED AS REFERENCE ONLY.
ALL BUILDING COMPONENTS MUST COMPLY WITH ALL ADA GUIDELINES.
REFER TO 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN PUBLICATION FOR ADDITIONAL INFORMATION.
PROVIDE BLOCKING AT ALL STUD WALLS FOR ALL HANDRAILS, TYP.
PROVIDE BLOCKING AT ALL STUD WALLS FOR OTHER WALL MOUNTED ITEMS AS NEEDED, TYP.
1525
ADA
60 min
MISCELLANEOUS 2010
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
at least as wide as ramp run
12 min
305
305
ramp run
12 min
adjoining surface maximum
slope
curb ramp slope
20
X<4
1
100
½ max
(a)
straight
13
1
FIGURE 302.3
1 1/2" = 1'-0"
2
CH.3
A0.08
RAMP LANDINGS
EXTENDED FLOOR OR GROUND
SURFACE EDGE PROTECTION
3
FIGURE 405.7
3/16" = 1'-0"
CH.4
A0.08
FIGURE 405.9.1
1/2" = 1'-0"
4
CH.4
A0.08
COUNTER SLOPE OF SURFACES
ADJACENT TO CURB RAMPS
FIGURE 405.6 CH.4
6" = 1'-0"
5
A0.08
CURB OR BARRIER
EDGE PROTECTION
FIGURE 405.9.2
1/2" = 1'-0"
CH.4
915
36 min
24 min
610
at least as wide as
curb ramp
TENNESSEE
36 min
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
A0.08
ELONGATED OPENINGS IN FLOOR
OR GROUND SURFACES
(b)
change in direction
full length of parking space
CH.4
A0.08
1/8" = 1'-0"
A0.08
1/4" = 1'-0"
9
FIGURE 406.3
CH.4
1.6-2.4
41-61
1.6-2.4
0.65 min
A0.08
LANDINGS AT THE TOP
OF CURB RAMPS
10
DIAGONAL OR CORNER
TYPE CURB RAMPS
1/4" = 1'-0"
A0.08
3/16" = 1'-0"
FIGURE 406.4
CH.4
FIGURE 406.6
CH.4
41-61
17
50%-65% of the base diameter
0.2
base diameter of
area to be marked
5.1
0.9-1.4 (23-36 mm)
(a)
elevation
(enlarged)
1525
PARKING SPACE ACCESS AISLE
1/8" = 1'-0"
CH.5
top diameter of
60 min
A0.08
SIDES OF CURB RAMPS
8
FIGURE 502.2
full length of
vehicle pull-up space
curb line
slope
(b)
van
VEHICLE PARKING SPACES
area to be marked
11
slope
610
FIGURE 502.3
12
CH.5
A0.08
PASSENGER LOADING ZONE
ACCESS AISLE
1/8" = 1'-0"
FIGURE 503.3
CH.5
13
SIZE AND SPACING OF
TRUNCATED DOMES
A0.08
1 1/2" = 1'-0"
(b)
plan
FRANKLIN
7
FIGURE 406.7
3350
(a)
car
ISLANDS IN CROSSINGS
1/8" = 1'-0"
132 min
2440
24 min
FREEDOM BALL FIELDS
(b)
curb ramp at island
96 min
1525
6
A0.08
1220
flared sides 1:10 max slope
60 min
(a)
cut through at island
48 min
PREPARED FOR:
CITY OF FRANKLIN
1220
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
48 min
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
915
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
FIGURE 705.1 CH.7
SHEET TITLE
ADA STANDARDS
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
SG
As
indicated
SHEET NO.
A0.08
BUILDING CODE REVIEW
I. APPLICABLE CODES
VII. LIFE SAFETY CONSIDERATIONS (SEE LIFE SAFETY PLANS)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
A.
2018 INTERNATIONAL BUILDING CODE INCLUDING APPENDICES D, G, AND K
2018 INTERNATIONAL ENERGY CONSERVATION CODE
2018 INTERNATIONAL FIRE CODE INCLUDING APPENDICES B, C, AND D
2018 NFPA LIFE SAFETY CODE 101
2017 NATIONAL ELECTRIC CODE
2018 INTERNATIONAL PLUMBING CODE
2018 INTERNATIONAL MECHANICAL CODE
2018 INTERNATIONAL FUEL GAS CODE
2017 ICC A 117.1 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIE
2018 INTERNATIONAL PROPERTY MAINTENANCE CODE
BUILDING
1.
2.
3.
4.
5.
6.
II. OCCUPANCY TYPES
ASSEMBLY GROUP A-3
ASSEMBLY GROUP A-3
CONCESSION PAVILION BUILDING:
RESTROOM PAVILION BUILDING:
NOT USED
NOT USED
NOT USED
MATERIALS STORAGE SHED:
BUILDING
BLDG A BLDG B BLDG C BLDG D BLDG E BLDG F -
C.
DEAD END LIMITS = 20 FT MAX. (LSC TABLE A.7.6).
D.
TRAVEL DISTANCE LIMITS:
40' - 0" / 27' - 10"
40' - 0" / 27' - 10"
CONCESSION PAVILION BUILDING:
RESTROOM PAVILION BUILDING:
NOT USED
NOT USED
NOT USED
MATERIALS STORAGE SHED:
40' - 0" / 12' - 0"
QUANTITY
1
1
CONCESSION PAVILION BUILDING:
RESTROOM PAVILION BUILDING:
NOT USED
NOT USED
NOT USED
MATERIALS STORAGE SHED:
AGGREGATE BUILDING AREA SF:
1
TOTAL BUILDINGS =
3
VI. CONSTRUCTION REQUIREMENTS (LSC TABLE A.8.2.1.2, IBC TABLE 601 & 602, IBC 705)
1.
FIRE RESISTANCE FOR PRIMARY STRUCTURAL FRAME (IBC TABLE 601): G
TYPE V-B:
0 HR.
2.
FIRE RESISTANCE FOR EXTERIOR BEARING WALLS: F,G; a,e,h
TYPE V-B:
1 HR FOR FIRE SEPARATION DISTANCE OF LESS THAN 10 FT. (IBC TABLE 602). c
TYPE V-B:
0 HR FOR FIRE SEPARATION DISTANCE OF GREATER THAN 10 FT TO LESS THAN 30 FT. (IBC TABLE 602). c
TYPE V-B:
0 HR FOR FIRE SEPARATION DISTANCE OF GREATER THAN 30 FT. (IBC TABLE 602). c
VI. CONSTRUCTION REQUIREMENTS (LSC TABLE A.8.2.1.2, IBC TABLE 601 & 602, IBC 705) - CONTINUED
NON-SPRINKLED :
1 STORY / 1 STORY
1 STORY / 1 STORY
MAXIMUM AREA ALLOWED / ACTUAL PROVIDED AREA:
(PER BUILDING - GROSS SF)
6,000 SF / 2,536 SF
6,000 SF / 2,536 SF
5,500 SF /
326 SF
TOTAL BUILT AREA =
4.
EXTERIOR NON-BEARING, NON-COMBUSTIBLE WALL:
TYPE V-B:
1 HR FOR FIRE SEPARATION DISTANCE OF LESS THAN 10 FT. (IBC TABLE 602). c
TYPE V-B:
0 HR FOR FIRE SEPARATION DISTANCE OF GREATER THAN 10 FT TO LESS THAN 30 FT. (IBC TABLE 602). c
TYPE V-B:
0 HR FOR FIRE SEPARATION DISTANCE OF GREATER THAN 30 FT. (IBC TABLE 602). c
5.
FIRE RESISTANCE FOR INTERIOR NON-BEARING WALLS: E
TYPE V-B:
0 HR (IBC TABLE 601).
6.
FIRE RESISTANCE FOR FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS (FLOOR/CEILING CONSTRUCTION INCLUDING SUPPORTING BEAMS & JOIST):
TYPE V-B:
0 HR.
7.
FIRE RESISTANCE FOR ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS (IBC TABLE 601):
TYPE V-B:
0 HR.
TOTAL BUILT SF:
(OVERALL - GROSS)
2,536 SF
2,536 SF
0.4"
310"
206"
N/A - OPEN STORAGE
NONE PROVIDED.
BLDG A BLDG B BLDG C BLDG D BLDG E BLDG F -
(IBC TABLE 1016.2)
200 FT. MAX DISTANCE
CONCESSION PAVILION BUILDING:
RESTROOM PAVILION BUILDING:
NOT USED
NOT USED
NOT USED
MATERIALS STORAGE SHED:
33' - 9" MAX. PROVIDED
59' - 9" MAX. PROVIDED
MINIMUM WIDTH = 44" (IBC TABLE 1018.2)
18' - 0" MAX. PROVIDED
NONE PROVIDED.
E.
CORRIDORS:
F.
FIRE PROTECTION:
•
1-HOUR FIRE RATED SEPARATION PROVIDED IN THE FOLLOWING LOCATIONS:
A.
BUILDING A - STORAGE ROOM A103
B.
BUILDING B - STORAGE ROOM B105
•
FIRE ALARM SYSTEM NOT REQUIRED IN PROJECT BUILDINGS; EACH ENCLOSED BUILDING HAS OCC. OF LESS THAN 300. (LSC 38.3.4.1)
•
PORTABLE FIRE EXTINGUISHER IS REQUIRED AND PROVIDED IN ALL BLDGS WITH < 75 FT TRAVEL DIST. AND IN CONCESSION SPACES.
G.
NEW FIRE HYDRANTS TO BE PROVIDED WITHIN 200 FT. HOSE-LAY OF ALL BUILDINGS. REFER TO CIVIL DRAWINGS.
VIII.
INTERIOR FINISH
326 SF
LSC TABLE A.10.2.2
REQUIRED
ACTUAL ( ALL BLDGS, ALL SPACES)
A.
WALL & CEILING
B.
FLOORS
CLASS B - EXITS
CLASS C - ALL OTHER SPACES
CLASS II MIN. IN EXIT ENCLOSURE
NO REQUIREMENT IN OTHER SPACES
PAINTED CMU WALL
PLYWOOD CEILINGS
SEALED CONCRETE OR EPOXY FLOORING
IX.
ROOF COVERINGS
A.
CLASS C MIN. FOR CONSTRUCTION TYPE V-B (IBC TABLE 1505.1); ACTUAL = GALV. STEEL METAL ROOF PANEL TO COMPLY WITH 1507.4
X.
ACCESSIBILITY
A.
EXEMPTION FROM ACCESSIBILITY REQUIREMENTS PER ADA 2010, SECTION 203.10 AND IBC 2018, SECTION 1110.4.6.
5,398 SF
E.
F.
G.
ROOF SUPPORTS: FIRE-RESISTANCE RATINGS OF PRIMARY STRUCTURAL FRAME AND BEARING WALLS ARE PERMITTED TO BE REDUCE BY 1 HOUR WHERE SUPPORTING A ROOF ONLY.
EXCEPT IN GROUP F-1, H, M, AND S-1 OCCUPANCIES, FIRE PROTECTION OF STRUCTURAL MEMBERS SHALL NOT BE REQUIRED, INCLUDING PROTECTION OF ROOF FRAMING AND DECKING WHERE
EVERY PART OF THE ROOF CONSTRUCTION IS 20 FT OR MORE ABOVE ANY FLOOR IMMEDIATELY BELOW. FIRE-RETARDANT-TREATED WOOD MEMBERS SHALL BE ALLOWED TO BE USED FOR SUCH
UNPROTECTED MEMBERS.
IN ALL OCCUPANCIES, HEAVY TIMBER SHALL BE ALLOWED WHERE A 1-HOUR OR LESS FIRE-RESISTANCE RATING IS REQUIRED.
AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 SHALL BE ALLOWED TO BE SUBSTITUTED FOR 1-HOUR FIRE RESISTANCE CONSTRUCTION, PROVIDED SUCH
SYSTEM IS NOT OTHERWISE REQUIRED BY OTHER PROVISIONS OF THE CODE OR USED FOR AN ALLOWABLE AREA INCREASE IN ACCORDANCE WITH SECTION 506.3 OR AN ALLOWABLE HEIGHT
INCREASE IN ACCORDANCE WITH SECTION 504.2. THE 1-HOUR SUBSTITUTION FOR THE FIRE RESISTANCE OF EXTERIOR WALLS SHALL NOT BE PERMITTED.
NOT LESS THAN THE FIRE-RESISTANCE RATING REQUIRED BY OTHER SECTIONS OF THIS CODE.
NOT LESS THAN THE FIRE-RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE (PER IBC TABLE 602).
NOT LESS THAN THE FIRE-RESISTANCE RATING AS REFERENCED IN SECTION 704.10.
a.
b.
c.
d.
e.
f.
g.
h.
LOAD-BEARING EXTERIOR WALLS SHALL ALSO COMPLY WITH THE FIRE-RESISTANCE RATING REQUIREMENTS OF IBC TABLE 601.
FOR SPECIAL REQUIREMENTS FOR GROUP U OCCUPANCIES, SEE SECTION 406.3.
SEE SECTION 706.1.1 FOR PARTY WALLS.
OPEN PARKING GARAGES COMPLYING WITH SECTION 406 SHALL NOT BE REQUIRED TO HAVE A FIRE-RESISTANCE RATING.
THE FIRE-RESISTANCE RATING OF AN EXTERIOR WALL IS DETERMINED BASED UPON THE FIRE SEPARATION DISTANCE OF THE EXTERIOR WALL AND THE STORY IN WHICH THE WALL IS LOCATED.
FOR SPECIAL REQUIREMENTS FOR GROUP H OCCUPANCIES, SEE SECTION 415.5.
FOR SPECIAL REQUIREMENTS FOR GROUP S AIRCRAFT HANGARS, SEE SECTION 412.4.1.
WHERE TABLE 705.8 PERMITS NONBEARING EXTERIOR WALLS WITH UNLIMITED AREA OF UNPROTECTED OPENINGS, THE REQUIRED FIR-RESISTANCE RATING FOR THE EXTERIOR WALLS IS 0 HOURS
C.
D.
2
ACTUAL CLEARANCE
PROVIDED
1 STORY / 1 STORY
FIRE RESISTANCE FOR INTERIOR BEARING WALLS:
TYPE V-B:
0 HR (IBC TABLE 601).
A.
B.
1.
2.
3.
4.
5.
6.
MAXIMUM ALLOWED / ACTUAL PROVIDED:
3.
PER IBC TABLE 601:
86
94
MINIMUM CLEARANCE
REQUIRED
(OCC. LOAD * 0.2)
17.2"
19.0"
a.
ELEVATED SCORING AREAS (BUILDING E), TOTAL PROJECT QUANTITY OF TWO (2) STRUCTURES PROVIDED.
TENNESSEE
MAXIMUM ALLOWED / ACTUAL PROVIDED:
BUILDING AREAS (B - BUSINESS GROUP):
BLDG A BLDG B BLDG C BLDG D BLDG E BLDG F -
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
TYPE V-B (UN-PROTECTED, NON-SPRINKLED), IBC 602.5
ACTUAL CONSTRUCTED AREA CALCULATIONS:
1.
2.
3.
4.
5.
6.
182 OCCUPANTS
FRANKLIN
B.
2
PREPARED FOR:
CITY OF FRANKLIN
ACTUAL:
BLDG A BLDG B BLDG C BLDG D BLDG E BLDG F-
1
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
1.
2.
3.
4.
5.
6.
2
CONCESSION PAVILION BUILDING:
RESTROOM PAVILION BUILDING:
NOT USED
NOT USED
NOT USED
MATERIALS STORAGE SHED:
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
BUILDING HEIGHT:
85
95
OCCUPANT LOAD
(PER STRUCTURE)
1.
2.
3.
4.
5.
6.
IV. BUILDING HEIGHT (IBC TABLE 504.3) NUMBER OF STORIES (IBC TABLE 504.4) AND BUILDING AREAS (IBC TABLE 506.2)
A.
1
1
EXIT DOOR CLEAR OPENING WIDTHS (LSC 7.2.1.2.3, IBC TABLE 1005.1):
*NOTE: ALL DOOR OPENINGS ARE REQUIRED TO PROVIDE A MINIMUM OF 32" CLEAR EGRESS; ALL DOORS ON THIS PROJECT COMPLY WITH THIS REQUIREMENT.
(IBC 304) WITHOUT SPRINKLER
TYPE V-B (UN-PROTECTED, NON-SPRINKLED), IBC 602.5
TYPE V-B (UN-PROTECTED, NON-SPRINKLED), IBC 602.5
CONCESSION PAVILION BUILDING:
RESTROOM PAVILION BUILDING:
NOT USED
NOT USED
NOT USED
MATERIALS STORAGE SHED:
TOTAL OCCUPANCY
(PER BUILDING TYPE)
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
BLDG A BLDG B BLDG C BLDG D BLDG E BLDG F -
86
94
AGGREGATE BUILDING OCCUPANCY =
III. CONSTRUCTION TYPE:
1.
2.
3.
4.
5.
6.
QUANTITY
CONCESSION PAVILION BUILDING:
RESTROOM PAVILION BUILDING:
NOT USED
NOT USED
NOT USED
MATERIALS STORAGE SHED:
(IBC 304) WITHOUT SPRINKLER
(IBC 304) WITHOUT SPRINKLER
B.
UTILITY GROUP U
OCCUPANCY
(PER STRUCTURE)
FREEDOM BALL FIELDS
BLDG A BLDG B BLDG C BLDG D BLDG E BLDG F -
BLDG A BLDG B BLDG C BLDG D BLDG E BLDG F -
300 GROSS
15 NET
LY
1.
2.
3.
4.
5.
6.
ALLOWED OCCUPANT LOADS = (IBC TABLE 1004.1.2).
ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM :
ASSEMBLY WITHOUT FIXED SEATS (UNCONCENTRATED TABLES AND CHAIRS) :
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
PER IBC TABLE 602:
SHEET TITLE
CODE REVIEW
PROJECT NO.
18062-3
NOTE: ALL INFORMATION PROVIDED THIS PAGE APPLIES ONLY TO THE ARCHITECTURAL PROJECT SCOPE,
I.E. AREAS LOCATED WITHIN BUILT STRUCTURES A - F.
THESE TOTALS DO NOT INCLUDE SPORTS FIELDS AND OTHER OUTDOOR ENVIRONMENTS / ACTIVITIES
WITHIN THE OVERALL PROJECT. FOR ADDITIONAL INFORMATION, SEE CIVIL.
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
SG
As
Indicated
SHEET NO.
A0.10
EDGE OF GUTTER TO
EDGE OF GUTTER
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
CONCESSION
PANTRY
ELECTRICAL
WOMEN
A101
A102
A106
B102
B103
89 SF
74 SF
216 SF
81 SF
25
4
542 SF
27
5
FAMILY TOILET
EDGE OF GUTTER TO
EDGE OF GUTTER
2
GFI
T
PATH 7
1
A100
GFI
PATH 4
T
PAVILION
GFI
GFI
5
1117 SF
1
1
PATH 3
PAVILION
1
PATH 5
PATH 1
B100
27
1
PATH 7
PATH 8
PATH 6
6
MECHANICAL
PATH 2
A105
PATH 9
FE
1187 SF
PATH 6
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
PATH 8
GFI
PATH 5
PATH 1
101 SF
3
1
A101
542 SF
STORAGE
IT
A103
A104
226 SF
74 SF
27
2
A0.11
1
A0.11
LIFE SAFETY PLAN - BUILDING A
1/8" = 1'-0"
ROOM OCCUPANCY LOAD - BUILDING A
ROOM
NUMBER
ROOM
NAME
AREA
OCCUPANCY TYPE
ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM
A102
PANTRY
89 SF
ACCESSORY STORAGE AREAS,
MECHANICAL EQUIPMENT ROOM
A103
STORAGE
226 SF
ACCESSORY STORAGE AREAS,
MECHANICAL EQUIPMENT ROOM
A104
IT
74 SF
ACCESSORY STORAGE AREAS,
MECHANICAL EQUIPMENT ROOM
A105
MECHANICAL 101 SF
ACCESSORY STORAGE AREAS,
MECHANICAL EQUIPMENT ROOM
A106
ELECTRICAL
74 SF
ACCESSORY STORAGE AREAS,
MECHANICAL EQUIPMENT ROOM
ASSEMBLY WITHOUT FIXED SEATS (UNCONCENTRATED TABLES AND CHAIRS)
A100
PAVILION
1117 SF
ASSEMBLY WITHOUT FIXED SEATS
(UNCONCENTRATED TABLES AND CHAIRS)
BUSINESS AREAS
A101
CONCESSION 542 SF
BUSINESS AREAS
Grand total: 7
2222 SF
300
1
300
1
300
1
300
1
300
1
15
75
100
6
86
TRAVEL PATH
PATH 1
PATH 2
PATH 3
PATH 4
PATH 5
PATH 6
PATH 7
PATH 8
PATH 9
PATH 10
PATH 11
PATH 12
TRAVEL DISTANCE
25' - 0 3/4"
27' - 0"
31' - 4 1/4"
24' - 9"
24' - 0 1/4"
23' - 9 3/4"
17' - 6"
19' - 1"
17' - 8"
27' - 11"
27' - 10 1/4"
33' - 9"
GFI
5
1
1
MEN
UTILITY CHASE
STORAGE
B101
B105
B104
216 SF
256 SF
261 SF
LIFE SAFETY PLAN - BUILDING B
1/8" = 1'-0"
EXIT ACCESS TRAVEL DISTANCE - BUILDING A
S.F. PER OCCUPANCY
OCCUPANT
LOAD
GFI
ROOM OCCUPANCY LOAD - BUILDING B
ROOM
NUMBER
ROOM
NAME
AREA
OCCUPANCY TYPE
ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM
B104
STORAGE
261 SF
ACCESSORY STORAGE AREAS,
MECHANICAL EQUIPMENT ROOM
B105
UTILITY CHASE 256 SF
ACCESSORY STORAGE AREAS,
MECHANICAL EQUIPMENT ROOM
ASSEMBLY WITHOUT FIXED SEATS (UNCONCENTRATED TABLES AND CHAIRS)
B100
PAVILION
1187 SF
ASSEMBLY WITHOUT FIXED SEATS
(UNCONCENTRATED TABLES AND CHAIRS)
LOCKER ROOMS
B101
MEN
216 SF
LOCKER ROOMS
B102
WOMEN
216 SF
LOCKER ROOMS
B103
FAMILY TOILET 81 SF
LOCKER ROOMS
Grand total: 6
2217 SF
EXIT ACCESS TRAVEL DISTANCE - BUILDING B
S.F. PER OCCUPANCY
OCCUPANT
LOAD
300
1
300
1
15
80
50
50
50
5
5
2
94
TRAVEL DISTANCE
TRAVEL PATH
PATH 1
PATH 2
PATH 3
PATH 4
PATH 5
PATH 6
PATH 7
PATH 8
59' - 9"
59' - 9"
16' - 10"
33' - 1 3/4"
43' - 3 3/4"
32' - 6 3/4"
33' - 2 3/4"
21' - 4 3/4"
FRANKLIN
CONCESSION
FE
HT
1
25
1
TENNESSEE
1
PREPARED FOR:
CITY OF FRANKLIN
5
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
GFI
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
GFI
FREEDOM BALL FIELDS
1
T
GFI
PATH 10
PATH 4
LY
PATH 3
PATH 11
PATH 12
PATH 2
81
75
25
2
GFI
1
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
SHEET TITLE
LIFE SAFETY
PLANS
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
1/8" = 1'-0"
SG
SHEET NO.
A0.11
1
1
STORAGE BIN
STORAGE BIN
F100
F101
143 SF
143 SF
1
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
1
PATH 2
ROOM
NUMBER
ROOM NAME
AREA
OCCUPANCY TYPE
ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM
F100
STORAGE BIN
143 SF
ACCESSORY STORAGE AREAS,
MECHANICAL EQUIPMENT ROOM
F101
STORAGE BIN
143 SF
ACCESSORY STORAGE AREAS,
MECHANICAL EQUIPMENT ROOM
Grand total: 2
286 SF
EXIT ACCESS TRAVEL DISTANCE - BUILDING F
S.F. PER
OCCUPANT
OCCUPANCY
LOAD
300
1
300
1
2
TRAVEL DISTANCE
TRAVEL PATH
PATH 1
PATH 2
18' - 0"
18' - 0"
TENNESSEE
PREPARED FOR:
CITY OF FRANKLIN
FRANKLIN
ROOM OCCUPANCY LOAD - BUILDING F
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
1/8" = 1'-0"
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
LIFE SAFETY PLAN - BUILDING F
FREEDOM BALL FIELDS
1
A0.12
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
PATH 1
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
SHEET TITLE
LIFE SAFETY
PLANS
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
1/8" = 1'-0"
SG
SHEET NO.
A0.12
BUILDING B
TENNESSEE
FRANKLIN
PREPARED FOR:
CITY OF FRANKLIN
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
FREEDOM BALL FIELDS
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
LY
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
BUILDING A
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
SHEET TITLE
ENERGY
COMPLIANCE
REPORTS
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
SG
SHEET NO.
A0.30
Design No. U906
BXUV.U906
Fire-resistance Ratings - ANSI/UL 263
Design/System/Construction/Assembly Usage Disclaimer
•
Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering
the installation and use of UL Certified products, equipment, system, devices, and materials.
Authorities Having Jurisdiction should be consulted before construction.
Fire resistance assemblies and products are developed by the design submitter and have been
investigated by UL for compliance with applicable requirements. The published information cannot always
address every construction nuance encountered in the field.
When field issues arise, it is recommended the first contact for assistance be the technical service staff
provided by the product manufacturer noted for the design. Users of fire resistance assemblies are
advised to consult the general Guide Information for each product category and each group of assemblies.
The Guide Information includes specifics concerning alternate materials and alternate methods of
construction.
Only products which bear UL's Mark are considered Certified.
•
•
•
•
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
BXUV - Fire Resistance Ratings - ANSI/UL 263
BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
Design No. U906
September 11, 2015
Bearing Wall Rating - 2 HR.
Non Bearing Wall Rating - 2 HR.
This Design was evaluated using a load design method other than the Limit States Design Method (e.g.,
Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as
Canada, a load restriction factor shall be used - See Guide BXUV or BXUV7.
OLDCASTLE APG SOUTH INC, DBA ADAMS PRODUCTS
WESTBROOK CONCRETE BLOCK CO INC
Allowable compressive stress of 75.6% of max allowable compressive stress in accordance with the empirical design
method.
2. Mortar — Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts
of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime
(by cement volume). Vertical joints staggered.
3. Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to Classification if used. Attached to concrete blocks
(Item 1).
4. Foamed Plastic* — (Optional-Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks
(Item 1).
ATLAS ROOFING CORP — "EnergyShield Pro Wall Insulation" and "EnergyShield Pro 2 Wall Insulation"
CARLISLE COATINGS & WATERPROOFING INC — Type R2+ Sheath
HUNTER PANELS — Types Xci-Class A, Xci 286
RMAX OPERATING L L C — "TSX-8500", "TSX-8510", "Thermasheath-XP", "ECOMAXci", "Thermasheath-3",
"Durasheath-3"
THE DOW CHEMICAL CO — Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty
Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax
XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP)
and TUFF-R™ ci Insulation
TENNESSEE
FRANKLIN
Allowable compressive stress of 57% of max allowable compressive stress in accordance with the empirical design
method.
PREPARED FOR:
CITY OF FRANKLIN
ANCHOR CONCRETE PRODUCTS INC
GAGNE & SON CONCRETE BLOCK INC
GLENWOOD MASONRY PRODUCTS
FREEDOM BALL FIELDS
1. Concrete Blocks* — Nominal 6 by 8 by 16 in, hollow or solid. Various designs. Classification (2 hr). See Concrete
Blocks category for list of eligible manufacturers.
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
*Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL
or cUL Certification ( such as Canada), respectively.
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
4A. Building Units — As an alternate to Item 5, min. 1-in thick polyisocyanurate composite foamed plastic insulation
boards, nom. 48 by 48 or 96 in.
RMAX OPERATING L L C — "Thermasheath-SI", "ECOBASEci", "ThermaBase-CI"
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or
cUL Certification (such as Canada), respectively.
© 2016 UL LLC
The appearance of a company's name or product in this database does not in itself assure that products so
identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark
should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark
on the product.
UL permits the reproduction of the material contained in the Online Certification Directory subject to the
following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or
Certifications (files) must be presented in their entirety and in a non-misleading manner, without any
manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory
with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material
must include a copyright notice in the following format: "© 2016 UL LLC".
SHEET TITLE
UL ASSEMBLIES
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
1/4" = 1'-0"
SG
SHEET NO.
A0.40
TENNESSEE
FRANKLIN
PREPARED FOR:
CITY OF FRANKLIN
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
FREEDOM BALL FIELDS
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
SHEET TITLE
UL ASSEMBLIES
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
1/4" = 1'-0"
SG
SHEET NO.
A0.41
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
BUILDING B EXTERIOR PERSPECTIVE
BUILDING B PAVILION PERSPECTIVE
TENNESSEE
PREPARED FOR:
CITY OF FRANKLIN
SUBMITTALS / REVISIONS
NO
BUILDING A PAVILION PERSPECTIVE
FRANKLIN
BUILDING F EXTERIOR PERSPECTIVE
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
BUILDING B EXTERIOR PERSPECTIVE
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
BUILDING F EXTERIOR PERSPECTIVE
FREEDOM BALL FIELDS
BUILDING A EXTERIOR PERSPECTIVE
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
BUILDING A EXTERIOR PERSPECTIVE
DATE
DESCRIPTION
SHEET TITLE
PERSPECTIVES
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
SG
SHEET NO.
A0.50
4136
4137
660. 04
EG
660. 03
EG
2613
656. 69
ST36 CM P
4 5
1
6
6 3
6 5
8
.
4 1
6 1
5 P
I0 E
N
2630
EG
660. 00
2600
BL
3816
664. 65
S
660. 54
2612
656. 63
ST36 CM P
3109
EC
768
665. 42
661. 47
S
3110
665. 30
EC
2606
657. 77
EG
2605
656. 91
BL
2715
PYL
2611
657. 53
663. 69
2607
3815
664. 07
S
EG
2603
656. 39
CL DI TCH
658. 45
EG
3108
FN -
665. 28
2602
656. 67
2610
BL
2716
4160
664. 57
4161
4639
664. 09
HRO W
657. 72
EG
663.2717
84
FC
BC
BC
664. 38
4065
664. 11
2599
3817
3818
664. 18
664. 14
S
S
3144
660. 79
GN
FC
660. 08
BL
665. 45
EC
3143
3107
665. 37
TO DEL
RIO PIKE
664. 17
FN
EC
3082
FH
664. 13
3145
664. 80
SG ARDEN
3140
665. 42
FFE
3141
EC
665. 41
3142
665. 35
EC
767
6 1
0
.
4 8
3
1 6 0
4 3
1 1
8 P
O
0
P
L A
R
661. 55
S
2609
657. 70
EG
4 4
1
6
6 4
6 6
2
.
4 1
6 1
4 P
I2 E
N
4060
660. 17
GN
6 0
6 5
1
.
4 9
3
1
4 3
1 1
9 P
O
2
P
L A
R
2604
657. 04
BL
2608
656. 49
EG
6 4
6 5
6
.
4 7
3
4 7 7
3 4
1 A
HK
C
2601
BL
657. 08
766
660. 89
0
.
4 6
3
7 6 6 5
4 7 6
3 2
1 A
HK
C
S
756
3975
660. 51
EP
659. 85
S
3974
660. 38
EP
4 5
3
7
6 6 9
6
.
4 3
7 4
1
5 B
ODOK
C
2598
664
659. 94
BL
660. 64
S
2597
660. 32
EP
4 4
3
7
6 6 9
6
.
4 3
7 6
1
4 B
ODOK
C
6 3
6 1
9
.
4 3
1
6
4 1
6 1
3 P
I2 E
N
4061
GN
660. 56
765
660. 80
S
4058
UG T
757
660. 14
660. 12
S
6 0
6 3
6
.
4 1
4
4 4
1 1 P
O
0
P
L A
R
4031
660. 41
BL
4030
660. 04
CL DI TCH
4 0
4
1
3103
3097
665. 33
SW
3104
665. 35
665. 36
FN +
4 4
1 1
0 P
O
2
6 0
6 8
.
P
L A
R
679
S
3096
FN -
660. 25
665. 30
SW
3105
665. 22
FN +
3814
664. 57
S
4 3
7
6 6 0
6
.
4 7 3 4
1 A
HK
C
4029
662. 14
BL
3139
665. 32
BUSH
4062
660. 95
GN
3106
3138
BUSH
665. 15
FN
4028
664. 35
663. 14
EP
764
758
S
S
660. 68
4027
663. 87
664. 04
EP
3099
SW
665. 42
3098
665. 34
SW
6 4
6 5
0
.
4 2
1
6
4 1
6 1
2 P
I2 E
N
3813
664. 91
S
3102
FFE
665. 43
3146
GN
664. 40
759
661. 35
S
4063
661. 24
GN
3796
665. 24
S
3147
664. 73
GN
3101
3162
664. 60
665. 46
GN
SW
3100
665. 31
SW
4159
665. 23
4158
664. 74
BC
FC
3095
665. 25
SW
2642
BL
GL
BLDG. F
664. 75
2643
2584
664. 52
BL
664. 35
2714
664. 63
PYL
2641
BL
664. 83
2713
PYL
664. 61
2638
664. 54
GL
2585
3972
656. 94
2640
664. 92
S
662. 21
2 4
2
7
6 2
6 2
3
.
2 2
7 1
4 F
0 R
UP
EP
BL
3797
664. 75
2586
656. 90
CL DI TCH
BL
3973
EP
2639
664. 50
2712
GL
FC
2711
664. 54 665. 05
BC
BL
S
662. 40
2587
657. 21
2583
663. 64
M HSAS
3798
3148
664. 87
3161
664. 78
665. 03
GN
GN
2588
661. 62
4 1
3
7
6 K
6 3
1
.
4 7 1
3 6
1 A
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661. 32
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664. 04
4056
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2589
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662. 34
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662. 78
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3160
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662. 60
660. 73
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664. 98
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663
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2591
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662. 35
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2592
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3159
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660. 51
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2593
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662. 81
4728
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662. 32
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4743
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15
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662. 25
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660. 64
4033
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3158
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664. 49
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GN
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662. 49
763
4156
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2992
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663. 77
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3800
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3163
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3795
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S
4032
660. 94
BL
2993
665. 46
EC
2995
3799
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FFE
2987
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664. 73
S
3151
2996
2991
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665. 47
FFE
665. 48
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4034
2998
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BL
661. 38
2994
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3093
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4035
663. 22
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664. 52
752
2988
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665. 46
662. 35
S
3094
664. 50
2990
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BLDG
3083
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2997
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664. 97
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4036
2989
2950
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665. 40
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663. 63
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2999
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EC
3781
2582
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3001
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665. 53
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662. 10
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665. 30
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3005
664. 94
665. 04
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3782
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826
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662. 29
3003
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2984
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4641
664. 06
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2985
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665. 43
3802
664. 74
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3779
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3785
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2581
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662. 95
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2708
3789
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664. 95
S
2735
662. 62
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4 7
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825
2580
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657. 58
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812
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3803
664. 61
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664. 39
S
662. 48
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2709
663. 33
2710
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3794
662. 97
2733
662. 80
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2579
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2578
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664. 88
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662
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663. 83
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657. 55
662. 09
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2734
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2575
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662. 58
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824
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2577
662. 34
662. 52
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813
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662. 91
4741
665. 62
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4155
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4154
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663. 57
2942
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665. 35
681
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660. 94
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3780
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3783
664. 55
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665. 31
663. 47
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2943
664. 84
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814
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662. 91
3784
664. 12
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2938
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2940
664. 91
M HSAS
3788
663. 91
S
751
3092
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663. 80
662. 70
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2937
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3152
3091
663. 78
4053
663. 58
BLDG
GN
662. 81
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3804
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664. 02
2935
663. 95
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664. 35
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3011
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663. 84
2932
2934
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663. 96
3805
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4054
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3156
2570
663. 23
662. 16
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GN
2931
663. 75
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2863
663. 92
3810
663. 59
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2864
663. 37
2571
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657. 68
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2572
657. 72
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3153
663. 28
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2929
663. 08
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750
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2573
4038
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662. 99
658. 05
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2574
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3777
662. 16
4052
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2866
2865
2860
3778
664. 68
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3154
3008
662. 90
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663. 34
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663. 22
663. 18
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662. 72
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663. 80
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663. 58
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4901
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2320
662. 67
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4051
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2856
664. 66
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732
2855
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3806
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662. 67
663. 51
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2857
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664. 10
749
4899
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2858
2944
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3009
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663. 04
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663. 55
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2707
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662. 46
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663. 57
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661
2706
2705
662. 47
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665. 48
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662. 15
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3786
663. 19
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663. 08
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664. 14
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662. 81
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2952
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3787
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662. 91
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2953
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4642
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3012
663. 79
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2388
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4152
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11
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662. 66
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3007
663. 79
662. 94
662. 57
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2983
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2981
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2982
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2919
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3762
663. 09
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682
663. 19
S
661. 46
3761
663. 62
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2868
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662. 47
2867
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747
663. 00
2920
663. 33
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S
734
662. 95
662. 58
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2921
663. 03
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2918
663. 15
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2980
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2922
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662. 93
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662. 99
2869
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2871
663. 02
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3776
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2872
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4 3
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3809
662. 75
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735
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663. 06
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662. 56
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3763
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662. 95
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662. 41
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662. 74
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2908
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736
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POPLAR GROVE
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663. 71
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3068
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2853
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3792
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664. 57
663. 08
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663. 26
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665. 36
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661. 43
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662. 73
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662. 38
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661. 88
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658. 12
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2909
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662. 23
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731
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663. 20
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
2565
2880
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662. 38
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662. 02
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662. 07
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664. 73
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661. 76
2884
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662. 53
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662. 92
2881
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661. 46
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662. 88
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3758
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662. 32
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3791
2897
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2896
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662. 65
2898
2957
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662. 62
662. 18
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2454
665. 41
663. 15
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665. 25
2453
661. 45
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2901
2852
664. 51
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662. 85
664. 04
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662. 62
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2900
662. 40
2904
662. 63
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2740
663. 22
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3774
664. 82
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665. 44
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2557
661. 58
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661. 05
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4872
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3770
661. 41
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2973
665. 43
2563
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658. 58
3764
662. 54
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663. 31
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3054
662. 89
S26 PARK SP
2562
658. 98
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3765
662. 46
4704
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2556
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W ALL
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661. 47
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659
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661. 47
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2396
660. 60
2393
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659. 06
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2972
665. 25
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2959
2958
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665. 15
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2558
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2398
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664. 19
2564
2559
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2392
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W ALL
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2561
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662. 48
744
658. 79
663. 07
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2397
660. 50
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3766
662. 09
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2560
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658. 81
661. 57
663. 48
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2555
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661. 15
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3014
663. 86
S6 PARK SP
3767
2791
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662. 23
661. 55
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661. 16
2792
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2383
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662. 19
2793
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663. 09
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661. 86
661. 42
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660. 91
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662. 86
660. 94
2384
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661. 43
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S
660. 80
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743
720
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2695
662. 30
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2796
2795
662. 11
662. 60
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663. 21
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661. 33
6 0
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3757
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660. 73
660. 87
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660. 74
3682
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2797
662. 77
4645
662. 12
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662. 45
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2798
662. 02
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661. 67
662. 17
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721
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662. 40
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2799
662. 94
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662. 84
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2802
662. 36
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2801
661. 93
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2849
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664. 11
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2803
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2807
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661. 81
2697
662. 32
661. 27
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2806
2804
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661.70
70
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3684
662. 68
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2698
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661. 67
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660. 98
2699
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2808
661. 79
2809
2810 661. 68
661. 68
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662. 23
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2691
661. 52
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662. 02
722
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661. 57
662. 98
S
2474
662. 50
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2960
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665. 20
3685
662. 47
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3030
661. 98
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662. 43
3031
661. 73
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2970
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661. 07
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661. 12
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2473
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660. 68
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663. 05
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717
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662. 92
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661. 66
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2968
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2452
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716
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2967
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663. 64
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3029
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662. 68
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661. 86
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661. 92
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2335
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663. 35
665. 40
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2966
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665. 27
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661. 74
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661. 52
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662. 07
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2769
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665. 20
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661. 90
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665. 29
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660. 32
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662. 42
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665. 40
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663. 62
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2845
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3053
662. 77
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663. 94
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662. 26
662. 77
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662. 83
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660. 21
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663. 29
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659. 84
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662. 59
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664. 40
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659. 52
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663. 88
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663. 00
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663. 17
661. 19
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659. 61
663. 32
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664. 87
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664. 26
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2817
663. 14
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662. 69
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663. 21
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2814
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662. 68
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2760
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663. 38
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2762
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2821
663. 25
662. 75
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663. 00
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663. 49
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2471
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663. 13
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4655
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658. 88
658. 93
663. 33
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3736
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4662
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S
2402
659. 84
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3024
663. 37
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658. 84
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2484
663. 23
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2401
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662. 86
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2403
662. 71
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2489
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2677
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2785
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664. 58
3735
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659. 41
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2678
663. 38
662. 89
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663. 36
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708
3734
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3023
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662. 84
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663. 29
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663. 30
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664. 70
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2680
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663. 22
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661. 88
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663. 41
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2543
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2407
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664. 58
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2824
663. 61
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3733
663. 83
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663. 21
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2405
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2542
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659. 05
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662. 62
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663. 16
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663. 21
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663. 30
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662. 76
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662. 45
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663. 03
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665. 24
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663. 01
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663. 01
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662. 87
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664. 48
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659. 61
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BASEBALL
FIELD
664. 06
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662. 79
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2328
663. 13
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2511
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2375
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EP
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662. 31
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663. 63
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662. 66
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663. 00
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656. 94
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662. 01
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659. 81
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662. 97
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662. 77
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659. 81
657. 04
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666. 37
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662. 99
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664. 63
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656. 03
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657. 04
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662. 75
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2303
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657. 08
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660. 15
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658. 19
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662. 72
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662. 64
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658. 78
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664. 34
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662. 60
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662. 34
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658. 50
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656. 81
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662. 79
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660. 55
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656. 68
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660. 17
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663. 03
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660. 24
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664. 54
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660. 30
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664. 47
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660. 55
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662. 13
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662. 21
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662. 76
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662. 92
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ALL
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662. 70
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656. 91
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662. 81
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665. 59
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4556
658. 58
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656. 31
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BL
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659. 08
BL
659. 06
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667. 14
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PYL
665. 53
668. 80
665. 97
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665. 55
666. 05
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662. 80
FN
634
2 2
5
7
6 7
0 3
9
.
2 2
5 7
1 I2
P N
E
4 9
7
5
6 8
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2
.
4 7
5 1
9 P
I0 E
N
633
S
S
665. 25
648
S
4536
658. 67
BUSH
4565
658. 04
BL
662. 53
S
2 2
5
6
6 7
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2
.
2 2
5 6
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E
2 2
5
6 6
9 8
5
.
2 2
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E
2 2
5
4
6 6
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1
.
2 2
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1 I2
P N
E
3699
668. 75
S
655. 64
FN
3693
3700
655. 73
658. 55
649
666. 05
BC
655. 58
FN -
4558
4566
S
655. 45
3696
668. 41
S
2464
LP
666. 60
635
662. 84
S
2 2
5
3
6 6
9 6
3
.
2 2
5 3
1 I4
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E
2 2
5
6 O
6
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9
6
.
2 2
5
8 MA
GN
L
647
662. 75
S
4 8
7
5
6 8
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1
.
4 7
5 1
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I2 E
N
2465
BO
2 2
5
1
6 6
8 9
4
.
2 2
5 1 I2
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E
9383
666. 52
S
3695
6 6
9 0
1
.
2 2
4
9
6 6
9 0
4
.
2 2
4 9
1 I2
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E
2 2
4
8
6 6
8 8
7
.
2 2
4 8
1 I2
P N
E
658. 61
BUSH
9376
655. 22
S
2443
667. 90
S
2 2
5
0
2 2
5 0
1 I2
P N
E
656. 21
4535
2352
658. 79
EP
BL
661. 99
2351
658. 84
EP
636
S
662. 58
2463
666. 48
BO
646
2368
662. 46
EP
661. 98
S
2 2
4
7
2 2
4
7 1
0
M
2144
671. 15
BC
2143
670. 73
FC
G
A N
O
6 6
8 9
5
.
A
L
I
4534
658. 80
BUSH
2466
BO
666. 72
S
667. 72
2367
662. 45
EP
637
2069
665. 43
M HST
645
662. 55
S
659. 02
S
9345
656. 85
EC
2172
2173
666. 41
666. FC
82
BC
2 2
4
6
6 6
8 A
6
.
2 2
4
6 1
0
M G
A N
O
L
I3
2658
666. 32
ARRO W ST
RAI G HT
3698
S
2462
BO
666. 74
2442
644
659. 58
2440
658. 70
S
BL
2 2
4
5
6 6
8 5
1
.
2 2
4 5
1 I4
P N
E
668. 75
662. 35
BL
2657
666. 25
ARRO W ST
RAI G HT
2 2
4
6 6
8 2
8
.
2 2
4 4
1 I2
P N
E
2155
BC
669. 75
2154
669. 36
FC
2 2
4
3
6 6
8 2
0
.
2 2
4 3
1 I2
P N
E
638
9382
S
656. 45
662. 68
S
2 2
4
6 8
6 7
2
.
2 4
2 1
2 P
I2 E
N
3697
668. 05
S
2365
662. 49
EP
2170
BC
2 1
4
2
6 8
6 0
1
.
2 4
2 1 P
I4 E
N
BC
667.
217113
666. 69
FC
2223
FC
668. 95
4553
658. 85
BL
4554
659. 39
BL
4555
BL
2222
666. 40 666. 90
BC
658. 57
4 6
7
5
5 9
6
.
4 1
6
7
5 M
0 A
G6 8
4533
658. 59
BUSH
9377
655. 75
S
2439
2467
667. 28
SG NSTO P
2156
BL
2157
668. 53
FC
2659
662. 65
666. 71
PW L
2353
S
659. 20
EP
639
2660
662. 49
666. 53
2366
PW L
EP
662. 58
2661
PYL
666. 54
2441
2364
662. 56
EP
2141
670. 98
FC
BL
660. 25
9344
EC
656. 77
2165
668. 28
BC
2153
669. 63
PYL
2164
2140
BC
4 7
5
6 8
5 4
5
.
4 7
5 1
7 P
I2 E
N
3694
TO VERA
VALLEY DRIVE
671. 39
667. 89
FC
2 3
1
4
6 D
2
6 8
0
.
2 O
D
4
3
1 G WO O
2 4
2
2 4
2 M
0
1
2169
667. 50
BC
2168
667. 04
FC
A
GO
N
2438
6 7
6 4
5
.
A
L
I
632
S
PYL
670. 95
663. 79
667. 76
BC
668. 79
2167
FC
BC
667. 37
2221
BC
2220
667. 14
666. 66
FC
2152
669. 89
2 7
2 6 6 2
5
.
2 2 1
7 P
I6 E
N
FC
BC
PYL
670. 31
668. 07
S
656. 65
4568
BL
657. 98
640
S
2360
660. 89
661. 47
EP
STORA
GE
2362
662. 40
EP
9381
S
656. 57
2356
659. 60
EP
A103
226 SF
MECHA
NICAL
641
659. 57
S
4 4
7
5
6 8
5 5
6
.
4 7
5 1
4 P
I6 E
N
2357
660. 24
EP
A105
101 SF
2359
4531
658. 17
BUSH
661. 59
EP
2218
BC
658. 76
BUSH
659. 06
EP
2 4
1
6 0
6 9
7
.
2 O
D
4
1 G WO O D
ICAL
A106
74 SF
663. 25
S
2354
4567
4532
662. 30
EP
ELECTR
631
2163
2151
2361
A102
89 SF
BLDG. A
2 6
2
6 7
6 0
3
.
2 2 1
6 P
I6 E
N
2166
2158
2149
670. 74
FH
661. 38
BL
PANTR
Y
2 5
2
6 7
6 7
2
.
2 2 1
5 P
I4 E
N
2148
670. 53
FC
2150
9378
667. 00
S
655. 84
2219
666. 63
FC
2159
668. 89
FC
2174
667. 42
669. 27
2179
2274
666. 99
AS
CONCE
SSION
630
663. 69
663. 14
S
BL
2355
EP
FC
2217
666. 63
BC
2216
FC
S
2358
EP
660. 51
4569
658. 19
BL
643
S
2212
666. 08
666. 08
GN
658. 50
A104
2211
666. 06
CB
2 9
0
4
6 3
6 4
3
.
2 0
4 4
9 E
RB
DD
U
74 SF
2215
666. 07
2213
GN
GN
659. 00
IT
2 8
2
6 6 3
0
.
2 2 1
8 P
I6 E
N
668. 18
668. 57
BC
671. 60
S
642
A101
541 SF
2177
667. 24
PYL1 -
2162
2161
3677
659. 67
666. 30
2182
666. 80
PYL1 +
2214
4 3
7
5
6 8
5 6
7
.
666. 28
4 7
5 1
3 P
I0 E
N
GN
2277
663. 73
M HST
2 0
8
6
6 7
1 3
2
.
2 0
8
6 MA
G N O IA
L
AS
629
667. 13
BL
4529
663. 07
S
2275
2178
658. 19
9339
FN
BLDG
663. 54
2410
663. 15
BUSH
FC1
2 0
8
7
1 2
0
.
G
A N
O6 A
L
I7
2276
2183
666. 58
PYL1 PC
2175
2176
2 0
8
7 1
0
M
667. 62
656. 93
4530
FN -
656. 55
663. 36
BL
667. 99
BC1
9379
656. 53
FN1 +
9391
6 0
1
.
2 1
4 6 3
2 1
4 O
6
1
A
K
3676
670. 89
S
2210
628
666. 50
BC
S
FC1
9380
656. 60
FN1
9389
656. 68
FN1
4 8
2
5
6 8
5 6
3
.
4 5 8
2 2
1 A
HK
C
2 2
1
4
6 2
6 0
8
.
667. 04
2 1
4 0
1
2 OA
K
2181
667. 46
9390
BC1
3675
670. 61
S
656. 56
662. 08
S
2209
666. 08
FC
2180
4 2
7
5
FN1 -
6 8
5 7
5
.
656. 67
4 7
5 1
2 P
I6 E
N
2184
666. 59
FC1 PC
2188
2185
666. 95
BC1 PC
666. 23
4 7
2
5
PYL1
6 8
5 0
5
.
4 5 7
2 2
1 A
HK
C
627
S
661. 11
4552
658. 25
BL
4551
658. 88
4550
BL
BL
658. 27
2 0
7
6
6 6
9 6
4
.
2 0
7
6
8 MA
G N O IA
L
610
S
GN
664. 97
2229
663. 70
M HSAS
2078
671. 41
2 0
7
5
6 6
9 2
3
.
2 0
7
5
8 MA
G N O IA
L
2081
GN
671. 43
2415
660. 39
TO AK8
3674
1
.4
4
S
6
7
2077
AD
2079
GN
671. 42
2 0
8
5
6 7
2 7
2
.
2 0
8
5
1 2
GU
M
2080
GN
671. 44
670. 15
626
611
2187
FC1
S
666. 34
4 1
7
5
6 8
5 9
5
.
4 7
5 1 P
I6 E
N
660. 07
S
663. 87
2186
666. 58
BC1
3673
668. 59
S
4575
657. 99
S
612
S
3658
S
672. 56
663. 11
625
S
659. 22
3672
S
3659
672. 47
S
667. 81
4 0
7
5
6 8
5 9
7
.
4 1
0
7
5 M
0 A
G
2207
2208
BC
666. 22
665. 83
FC
3660
671. 79
S
624
658. 86
S
613
663. 06
S
2191
BC1
2190
666. 17
666. 49
FC1
3671
667. 21
S
3662
670. 99
CLEANO UT
2189
666. 05
619
PYL1
3661
S
658. 61
670. 75
S
2 0
8
4
6 7
3 0
8
.
2 0
8
4
1 2
GU
M
614
4 6
2
5
6 K
9
5 2
1
.
4 5 6
2 4
1 A
H
C
663. 03
S
3670
666. 70
S
2 0
8
3
6 7
3 0
5
.
2 0
8
3
1 0
GU
M
4 5
2
6 K
8
5 3
8
.
4 5 5
2 2
1 A
H
C
2346
662. 25
M HSAS
3663
669. 63
S
2 0
8
2
2 0
8
2
1 2
GU
M
6 7
2 8
0
.
615
ADD ALT. SEE CIVIL
663. 03
S
3664
668. 56
S
3653
673. 15
S
2110
673. 22
CLEANO UT
2 0
6
6 7
0 3
9
.
2 0
6 0
1
2 MP
A L
E
2 0
6
1
6 7
2 4
0
.
2 0
6
1 2
GU
M
609
664. 24
S
3652
673. 31
S
2106
673. 41
EC
3665
2105
3651
673. 17
S
673. 34
2109
673. 40
N
2104
673. 42
3649
S
2100
673. 35
EC
3666
673. 29
S
663. 20
666. 97
S
2093
HRO W
673. 18
2102
673. 43
3650
2098
FFE
673. 39
S
EC
2103
673. 42
669. 94
2 2
3
6 6
8 2
7
.
2 2
3 3
1
0 O
HL L
Y
1201 SF
6 6
8 3
4
.
2200
BC
2199
665. 64
666. 03
FC
2 5
3
2
6 7
6 0
8
.
2 3
2 6
5 O
HL Y
L
673. 17
666. 33
S
1 6
7
6 5
6 8
5
.
1 6
7 4
1
6 OA
K
2 6
3
2
6 0
7
.
2 1
6
3
2 G
2 M
U 6 7
2058
2059
LP
BLDG
669. 09
2201
668. 68
665. 71
PYL
2 7
3
2
6 7
6 5
3
.
2 3
2 6
7 O
HL Y
L
2074
668. 48
2095
673. 15
HRO W
BLDG
2 8
3
2
6 7
6 0
2
.
2 1
8
3
2 G
0 M
U
668. 70
69
B101
216 SF
MEN
1 7
2
8
6 6 5
2
.
1 8 7
2 0
1 P
E A
R
2231
668. 14
BLDG
2232
BLDG
671. 81
658. 95
667. 60
658. 71
2431
659. 37
2418
EG
BL
658. 97
BL
663. 46
663. 21
618
659. 38
S
661. 19
2435
4 2
5
6 9
5 6
4
.
4 5 2 0
2 A
HK
C
658. 97
BL
2425
661. 20
2434
EG
659. 06
BL
1081
658. 81
ST18 RCP
2422
663. 67
BL
2433
660. 86
EG
606
S
4520
662. 88
2432
FN
4517
4519
659. 19
FN +
659. 35
FN -
2421
BL
659. 43
4 5
1
6 9
5 5
4
.
4 1
5 0
3
5 B
ODOK
C
662. 19
EG
4518
664. 19
FN1 -
658. 89
662. 93
S
SECURITY
CAMERA
1839
667. 38
BC
1075
BL
1840
4521
664. 10
S
666. 94
FC
2417
BL
1076
BL
659. 55
664. 37
3646
670. 26
S
1765
FC
1764
665. 38
665. 72
BC
604
1834
GN
591
665. 85
1835
S
663. 20
664. 81
S
665. 67
GN
1814
666. 19
1831
1818
BLDG
666. 15
1838
PW L
BC
665. 61
CB
1836
665. 84
666. 22
FC
1082
661. 38
W ALL
1832
665. 64
GN
1813
665. 56
2273
BLDG 2271
665. 68 666. 28
BC
1837
1833665. 83
665. 84
FC
GN
FC
2272
1087
658. 76
W ALL
665. 68
1080
658. 82
ST18 RCP
FC
1089
659. 81
W ALL
1088
659. 26
W ALL
1819
666. 81
S6 PARK SP
3668
1083
661. 26
W ALL
1086
658. 65
W ALL
666. 25
S
1085
W ALL
2 0
5
6 7
3 2
3
.
2 0 5
1
0 MP
A L
E
603
1084
659. 25
659. 79
W ALL
662. 67
S
2055
2057
BLDG
668. 38
BLDG
4 3
1
5
6 Y
9
5 8
.
4 5 3
1 6
2 H
CE
R
R
592
668. 04
S
1767
LP
663. 50
665. 19
1077
BL
664. 31
1070
2067
BC
BL
2066
668. 81
668. 41
FC
663. 41
2054
BLDG
667. 79
2416
2053
2056
668. 15
2015
BLDG
667. 75
664. 14
BL
BLDG
669. 48
1072
SW
BL
2020
BC
2 0
6
6 7
2 1
5
.
2 0 6
1
2 MP
A L
E
658. 57
602
669. 40
658. 44
6 9
5 7
8
.
4 2
1
5
4 5 2
1 2 A
HK
C
S
2019
669. 52
2016
2017
2018
669. 39
BC
668.
669.
3998
SW FC
1991
673. 31
EC
2052
667. 44
BLDG
2065
BC
668. 87
1073
2062
668. 91
BC
2064
2269
668. 45
FC
FC
2063
2270
665. 83 666. 07
BC
658. 54
BL
668. 50
FC
600
S
663. 05
4425
601
594
1992
HRO W
660. 63
658. 40
S
663. 35
S
673. 15
EC
1945
673. 38
2 0
7
6 7
1 0
3
.
2 0 7
1
0 MP
A L
E
FFE
1993
1816
666. 01
SSHED
673. 07
EC
2 0
8
6 6
9 9
2
.
2 0 8
1
0 MP
A L
E
1074
1071
EC
GN
GN
1981
673. 13
BL
658. 61
658. 87
BL
1990
1982
3603
673. 25
667. 62
1817
3604
S
673. 04
S
GN
1983
1989
673. 34
EC
666. 75
666. 11
PW L
2021
673. 20
PW L
1994
673. 07
EC
668. 88
595
S
662. 80
4 3
8
4
6 5
6 2
0
.
4 8
4 1
3 P
I6 E
N
2022
668. 44
PW L
1762
FC
665. 21
1763
1815
3602
668. 56
S
BLDG
658. 96
658. 30
BL
2424
605
S
BL
658. 49
BL
2429
658. 87
2430
EG658. 87
EG
BL
AL
PANELS CONTROL
HERE
BLDG
3647
4549
4548
4547
2437
EG
ELECTRIC
FREEDOM
MIDDLE
SCHOOL
2230
668. 23
672. 91
S
658. 77
658. 52
2426
2 0
4
2
6 6 4
7
.
2 4
2 8
0 O
HL Y
L
2070
2071
668. 20
21
FC
S
BL
EG
658. 39
BL
BL
2 9
3
2
6 6 6
9
.
2 1
9
3
2 G
0 M
U
BC
4524
2419
2428
2436
2423
2072
2073
3648
658. 91
659. 60
663. 31
IRRIGA
TION
CONTROL
HERE S
2014
673. 09
BLDG
S
BL
EG
BACK FLOW
PREVENT
ER
3667
2096
BLDG
607
BLDG. B
2198
666. 06
CLEANO UT
2 2
3
4
2 2
3
4
1 2
GU
M
2094
672. 96
HRO W
2097
673. 20
BLDG
4523
659. 36
FN
2420
2427
B105
261 SF
FFE
STORA
GE
EC
2101
673. 44
EC
B103
81 SF
2099
608
2206
666. 04
BC
671. 59
TOILET
EC
673. 43
FAMILY
2108
FFE
WOME
EC
FFE
667. 72
S
EC
673. 40
B102
216 SF
2107
659. 22
BUILDING
LETTER
DESCRIPTION
QTY.
665. 52
BC
4426
666. 09
664. 78
BL
1812
BLDG
665. 76
1069
BL
663. 40
4510
FN
659. 69
1998
EC
669. 47
1078
1 8
2
6 A
6 8
0
.
1 8 8
2 4
1 P
E
R
658. 82
4509
BL
1058
659.
86
4 8
0
5
6 9
5 6
8
.
FN14 5 80 01 AH KC
1059
663. 28
BL
BL
662. 98
1997
2 0
4
6 7
3 1
8
.
2 0 4
1
0 MP
A L
E
EC
669. 66
1068
4511
659. 47
S
663. 37
BL
596
662. 96
S
1984
673. 28
SSTEP STO NES
1063
BL
663. 11
1055
663. 01
W ALL
6 9
5 5
8
.
4 7
0
5
4 0
5 0
2
7 OA
K
1057
BL
663. 29
1052
661. 31
W ALL
3605
S
666. 28
1056
663. 13
1051
661. 24
W ALL
W ALL
2048
FC
1988
673. 31
EC
1062
1987
BC
673. 24
EC
EC
3643
672. 40
S
1054
661. 92
W ALL
1053
661. 54
W ALL
668. 34
669. 62
FC
1996
668. 05BC
3596
668. 51
S
668. 44
2046
2047
668. 32
667. 86
BC
FC
669. 48
EC
1999
669. 60
SCAM ERA. 35X. 35
2204
2 0
2
6 7
1 1
0
.
2 0 2
1 MP
A L
E
BC
665. 2203
56
665. 19
FC
1079
597
S
1985
673. 34
EC
4 2
8
4
6 4
6 6
2
.
4 8
4 1
2 P
I6 E
N
1050
1049
661. 51
661. 80
W ALL
W ALL
2050
2051
1944
673. 39
FFE
662. 74
BL
1048
661. 35
ST12 PVC
667. 95
2049
1995
4 6
0
5
6 9
5 9
.
4 5 6
0 0
2 A
HK
C
658. 64
BL
660. 98
2267
2268
1986
EC
3645
673. 20
FC
670. 16
BC
665. 68
666. 08
1 8
6
7
6 5
6 8
0
.
1 6
7 4
1
8 OA
K
S
1821
2011
EC
4505
660. 55
FN1 +
666. 49
PW L
671. 07
2010
4 4
0
5
6 0
6 5
.
4 5 4
0 8
1 A
HK
C
671. 09
590
EC
664. 29
S
2013
671. 13
CLEANO UT
2012
EC
671. 11
1802
666. 15
FC
2009
EC
1047
BL
660. 57
671. 07
1803
666. 62
BC
3595
1805
FC
666.1804
25
BC
S
666. 75
589
S
666. 66
2262
1800
1801
666. 59
666. 13
BC
FC
BC
664. 10
1090
1067
2261
665. 58
665. 18
FC
BL
1060
658. 83
BL
658. 43
598
659. 90
S
BL
658. 55
4 5
8
4
6 0
6 2
1
.
4 4 5
8 2
1 A
HK
C
4 1
8
4
6 3
6 1
6
.
4 8
4 1 P
I0 E
N
3669
666. 03
S
2266
2034
669. 44
CLEANO UT
BC
665. 98
2265
FC
665. 57
4 4
8
6 0
6 9
1
.
4 4 4
8 6
1 H
CE
RY
R
1061
BL
659. 30
1064
3597
668. 66
S
658. 69
BL
4423
663. 97
BL
1066
2035
PW L
1974
673. 26
EC
2202
665. 14
PYL
2 0
3
6 7
3 2
7
.
2 0 3
1
2 MP
A L
E
2023
668. 84
S7 PARK SPPO TS
1979
673. 08
1980
672. 94
GN
3601
668. 74
S
2036
GN
2039
1 9
2
8
667. 98
1 2
8 O
8
9
6 7
6 0
.
A
K
PW L
668. 62
PW L
1973
673. 15
EC
3642
672. 12
2037
668. 25
M HSAS
S
2263
3644
671. 25
S
1943
673. 37
EC
BC
2264
1972
FFE
673. 00
665. 76
665. 36
FC
1823
667. 34
S12 PARK SP
1971
672. 83
EC
1042
665. 00
BL
2000
FH
669. 99
2024
HC
668. 72
3609
667. 48
S
1966
1961
669. 41
669. 65
SW
1975
673. 20
EC
SW
2 0
1
6 7
0 1
3
.
2 0 1
2 MP
A L
E
1976
EC
673. 30
1960
1963
669. 52
SW
669. 50
BL
2031
668. 93
PW L
1962
1799
668. 92
BL
3594
1820
666. 34
2033
669. 42
SG NHC
2 0
3
8
2 0
3 8
O
2032
669. 14
SRAM P
666. 66
BC
1798
666. 58
FC
666. 18
S
PW L
6 6
9 0
8
.
A
K
1785
665. 37
ARRO W ST
RAI G HT
2030
668. 71
1759
S
665. 16
BC
1760
1761
664. 78
664. 80
FC
FC
3606
PW L
665. 97
1043
664. 42
BL
1964
1959
669. 48
669.
BL 50
1797
SW
2028
668. 90
PW L
1965
668. 93
BL
BC
1796
666. 85
666. 41
FC
1044
672. 95
HRO W
SW
2029
668. 74
PW L
669. 38
2040
1969
EC
663. 93
BL
1040
664. 15
CL DI TCH
1958
1977
658. 99
BL
668. 95
FC
669. 53
1756
668. 22
2041
FC
668. 59
1757
664. 84
664. 87
FC
1046
BC
BL
1758
665. 21
BC
660. 74
SOFTBALL
FIELD
1065
4424
660. 75
HRO W
599
659. 01
BL
S
658. 68
4 0
8
4
6 3
6 4
7
.
4 8
4 1
0 P
I0 E
N
4 6
8
4
6 0
6 3
6
.
4 4 6
8 0
2 A
HK
C
4 9
7
4
6 8
7
.
4 7
4 1
9 P
I6 E
N 6 3
4503
FN
S
2045
BC
FC
HC
668. 04
4502
BL
663. 35
6 7
6 7
1
.
A
K
668. 51
1784
665. 41
ARRO W ST
RAI G HT
BC
2043
668. 13
FC
4 9
8
4
6 1
6 9
0
.
4 4 9
8 6
1 A
HK
C
1041
664. 92
BL
1036
662. 76
CL DI TCH
1968
EC
669. 63
2026
660. 51
4487
660. 66
S
4 8
4
6 0
6 7
9
.
4 4 8 2
1 A
HK
C
1045
1039
663. 17
CL DI TCH
1 0
3
8
1 3
8 O
8
0
668. 76
2042
659. 26
668. 50
2044
3598
668. 73
S
2025
2027
668. 95
PW L
660. 58
FN +
586
1970
669. 65
EC
BUILDING A
CONCESSIONS, SEATING PAVILION, &
STORAGE
1
BUILDING B
RESTROOMS, SEATING PAVILION, &
STORAGE
1
BUILDING C
NOT USED
BUILDING D
NOT USED
BUILDING E
NOT USED
BUILDING F
OPEN AIR MATERIALS STORAGE SHED
668. 77
PW L
1091
659. 20
BL
1967
EC
669. 48
585
3622
672. 96
S
S
1806
1978
673. 05
HRO W
FC
1038
666. 48
1807
BC
3593
S
667. 03
1731
1811
666. 731810
666. 33
BC
FC
659. 37
665. 37
FC
575
1730
1822
PW L
664. 64
BL
666. 92
3600
668. 77
S
666. 87
BC
665. 74
664. 93
S
1957
1956
668. 97
669. 44
SW FC
1955
3621
671. 38
S
1808
666. 86
BC
669. 48
BC
1809
666. 48
FC
1035
661. 77
CL DI TCH
1037
BL
664. 28
1953
FC
1954
668. 82
669. 26
BC
4 8
7
4
6 3
6 2
1
.
4 1
8
7
4 M
0 A
G
1952
FC
668. 82
1951
BC
669. 23
576
S
664. 51
584
S
3592
3610
S
1913
673. 42
EC
670. 26
659. 33
666. 10
S
6 8
3
.
4 0
9
4 6 1
4 4 0
9 2
1 A
HK
C
1025
BL
663. 48
1732
665.1733
69
666. 01
FC
BC
1950
BC
669. 24
1949
668. 77
FC
1912
673. 36
EC
3599
668. 33
1781
665. 22
S
4 1
9
4
6 1
6 1
3
.
4 4 1
9 0
1 A
HK
C
1023
PYL
BL
660. 64
1755
1754
665. 14
665. 56
FC
BC
3608
EC
1028
667. 58
S
1918
673. 48
660. 92
W ALL
1027
660. 73
W ALL
FFE
1914
673. 42
1919
673. 49
FFE
1029
662. 76
W ALL
673. 36
EC
1026
660. 70
W ALL
1729
1728
665. 44
665. 77
BC
FC
1946
668. 57
S
659. 40
663. 79
S
1783
665. 39
ARRO W ST
RAI G HT
1916
673. 34
EC
583
577
3607
666. 71
S
PW L
1917
673. 39
EC
1915
1030
1024
663. 52
659. 57
W ALL
ST36 RCP
1092
659. 35
BL
4422
BL
663. 76
4421
HRO W
662. 35
1782
665. 33
ARRO W ST
RAI G HT
1 7
4
6 6
9 6
1
.
1 7
4 4
1 OA
K
1034
660. 81
W ALL
1 9
6
7
6 6 9
1
.
1 6
7 4
1
9 OA
K
4 2
9
4
6 1
6 8
6
.
4 4 2
9 8
1 A
HK
C
1033
660. 94
W ALL
1031
662. 49
W ALL
1032
660. 79
W ALL
1022
BL
660. 75
578
1094
660. 05
S
EC
4 3
9
4
6 1
6 1
8
.
4 4 3
9 6
1 A
HK
C
659. 15
1093
EC
659. 10
1 5
4
7
6 6 7
5
.
1 7 5
4 4
1 P
E A
R
1016
665. 02
GN
1637
SW
1926
EC
671. 93
1925
3629
672. 76
S
4 7
4
6 1
6 4
7
.
4 7
4 1
7 P
I8 E
N
669. 50
1097
671. 88
EC
1924
EC
BLDG
SW
671. 89
EC
1791
666. 69
1948
667. 89
S8 PKSPO TS
1636
669. 32
1922
671. 90
CLEANO UT
1923
659. 79
SCO NC
671. 81
579
1015
659. 62
S
664. 78
GN
1635
SW
1017
665. 91
SSAND PI T
669. 26
1794
666. 08
1021
BLDG
BL
S
1095
660. 20
659. 15
EC
1947
668. 47
3620
4494
PW L
671. 36
1743
3628
673. 06
S
BC
1612
1795
666. 39
STRACTO R SHED
1742
669. 14
668. 74
FC
661. 68
S
FREEDOM BALL FIELDS
BC
BACK FL
PREVENTOW
ER
PYL1
2160
1096
EC
659. 13
669. 45
SW
1850
672. 32
6 1
6 7
.
4 6
7
4
4 7
4 1
6 P
I8 E
N
BL
1614
669. 27
SW
1634
668. 52
SW
1741
668. 10
FC
1613
580
669. 30
659. 49
S
SW
3611
S
3623
672. 55
670. 17
1734
1735
665. 70
666. 10
FC
BC
S
574
S
1615
665. 59
1740
667. 48
FC
1633
668. 49
SW
667. 81
SW
1726
GN
665. 80
1727
665. 57
GN
1851
4 5
7
4
671. 86
6 1
6 2
8
.
4 7
4 1
5 P
I2 E
N
BL
1722
1723
660.
665. 22
58
CB
ST
581
659. 43
S
573
1792
BLDG
665. 34
S
666. 91
3591
1725
GN
665. 80
GN
666. 54
S
1724
665. 57
1616
SW
667. 83
1739
666. 58
FC
1632
666. 93
SW
1013
GN
1793
BLDG
665. 21
1012
666. 31
665. 21
EC
1011
1 0
7
6 6 8
4
.
1 7 4
1
0 OA
K
EC
665. 04
1014
GN
1737
FC
1736
665. 91
666. 53
BC
664. 95
1752
666. 01 1753
666. 42
FC
BC
6 2
6 6
.
4 5
9
4
4 4 5
9 4
1 A
HK
C
1617
SW
667. 03
4 4
7
6 1
6 6
8
.
4 7
4 1
4 P
I8 E
N
572
664. 87
S
582
1702
1619
SW
659. 57
S
666. 26
BC
666. 19 1701
666. 10
FC
1780
666. 08
PYL
1639
FH
4 6
9
4
6 2
6 9
6
.
4 4 6
9 4
2 H
CE
RY
R
1708
669. 89
HRO W
1638
669. 95
669. 51
1 7
0
5
1 7
0 5
1
6 OA
K
6 6
9 2
7
.
WV
1698
BC
1697
1707
669. 20
BUSH
1700
666. 17
FC
1618
666. 26 666. 21
SW
1699
666. 15
FC
666. 46
BC
1709
HRO W
669. 18
1 7
0
4
1 7
0
4 1
0
M
G
A N
O
6 6
8 9
5
.
A
L
I
571
659. 73
S
1098
659. 35
BL
3619
671. 30
S
3590
667. 00
S
1852
BL
671. 42
1786
666. 67
SG N2W AY
4498
662. 88
3587
669. 02
S
1844
669. 96
GN
9
.9
5
3630
670. 76
S
6
6
1841
AD
1842
669. 98
GN
1843
GN
669. 96
BLDG
4497
BLDG
662. 86
4 3
7
4
3588
668. 70
S
1845
669. 97
GN
6 0
6 1
9
.
4419
4 3
7
4 M
6 A
G
1 3
0
7 M
0
1
663. 70
4420
663. 20
HRO W
570
3589
667. 74
S
1 3
0
7
6 8
6 9
2
.
A
GO
N
A
L
I
BL
S
1696
6 3
6 7
1
.
4 1
0
5
4 0
5 2
1 P
OP
659. 38
666. 69
BC
1695
666. 31
FC
1020
660. 44
BL
1611
3612
670. 15
S
S
SW
669. 49
4499
BLDG
663. 24
1610
669. 48
3624
672. 10
S
SW
3627
1 7
0
6
6 6
9 6
4
.
1 7
0 6
1
4 OA
K
1010
672. 21
6 4
2
.
4 0
5 6 3
4 5 0 4
2 H
CE
RY
R
665. 60
SLO G
N U
JM P
569
1019
659. 49
S
664. 70
BL
4 1
4
6 1
6 7
5
.
4 1
4 1 P
I2 E
N
1688
668. 36
BC
1 1
7
8
.
1 7 4
1 OA
K 6 6 1
1687
667. 99
FC
1640
671. 55
M HST
559
1685
668. 50
BC
1686
BL
665. 91
S
668. 12
FC
1846
672. 01
1853
672. 17
BL
1689
BC
668. 02
568
S
1690
FC
1 8
5
4
6 7
2 7
2
.
1 8 5
4 1
2 E
P R
A
659. 57
1693
667. 65
BC
560
667. 11
665. 56
S
4 0
1
4
6 1
6 9
7
.
4 1
4 1
0 P
I4 E
N
1694
FC
666. 72
1628
666. 75
GN
1627
666. 76
6
.7
5
GN
1751
666. 631750
667. 00
FC
BC
6
6
1620
AD
1692
1629
666. 75
667. 46
BC
GN
1626
FC
666. 74
GN
1691
1 7
1
2
1 7
1 2
1
0 MP
A L
E
6 7
0 7
4
.
667. 05
1779
666. 90
PYL
561
665. 22
S
567
S
1710
HRO W
659. 84
669. 26
1624
GN
666. 66
1625
666. 47
GN
1621
CB
666. 49
1099
659. 66
BL
1623
1622
666. 72
GN
GN
666. 53
988
660. 51
BL
1008
665. 42
EC
3631
562
1009
672. 92
S
665. 43
S
EC
S
661. 25
3578
3618
671. 27
S
668. 36
4418
663. 72
BL
4417
663. 87
HRO W
3579
S
668. 82
FRANKLIN
668. 78
S
656. 20
S
2445
2310
662. 87
FN
2281
660. 70
W ALL
S
2522
3701
9420
PREPARED FOR:
CITY OF FRANKLIN
669. 05
6 8
5 4
2
.
4 0
8
5
4 8
5 1
0 P
I0 E
N
2280
660. 94
W ALL 2279
661. 32
W ALL
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
S
662. 68
2283
2284
660. 56
660. 45
W ALL
W ALL
2293
663. 85
W ALL
2408
665. 51
M HSAS
3702
9403
656. 02
9422
BLDG 656. 25
BLDG
650
2292
664. 78
W ALL
2524
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
2753
669. 25
BL
TENNESSEE
2528
3613
670. 26
S
1721
667. 62
ARRO W RI G HT
1533
667. 05
PT77
3586
669. 40
S
4869
3626
672. 82
668. 95
BC
S
1859
673. 24
EC
563
S
1684
BC
669. 07
1683
FC
1860
3625
S
1630
667. 09
ARRO W ST
RAI G HT
668. 62
659. 48
987
1 2
7
6 7
6 2
0
.
1 7 4
1
2 OA
K
BL
660. 96
1607
669. 52
673. 34
EC
SW
672. 35
1856
3577
667. 65
S
673. 38
FFE
1608
669. 35
SW
4868
BC
1855
4867
672. 91
669. 051682
668. 71
FC
4 9
0
4
6 0
3
.
4 0
4 1
9 P
I4 E
N 6 1
669. 09
BC
BLDG
1788
667. 43
ARRO W ST
RAI G HT
1681
FC
1 7
1
6 7
0 3
8
.
1 7
1 1
2 MP
A L
E
1941
672. 89
BLD
668. 72
4470
664. 19
FN1 -
4469
664. 19
FN1
4471
1787
667. 49
ARRO W ST
RAI G HT
664. 31
S
564
1748
FC
S
1749
667. 34
659. 76
667. 77
BC
3571
1660
1659
668. 35
FC 668. 78
BC
1003
667. 38
BL
S
664. 78
986
BL
1927
HRO W
672. 91
4863
1940
BLD
660. 55
BC
672. 94
1609
669. 33
1544
668. 91
FC
668. 35
PYL
990
663. 59
CL DI TCH
1939
672. 91
BLD
3580
669. 05
S
1662
1661
668.668.
45 86
BC
FC
1928
673. 01
HRO W
558
S
4 8
0
4
6 0
6 4
9
.
665. 47
4 8
0
4 M
6 A
G
1657
1658
668. 37
668. 79
FC
BC
565
S
659. 75
4468
665. 09
FN1
6 7
9
.
4 7
6
4 6 4
4 4 7
6 2
1 A
HK
C
989
BL
1938
672. 94
HRO W
664. 60
1546
667. 18
PYL
1929
672. 91
HRO W
3581
669. 02
S
557
665. 56
S
1937
HRO W
566
673. 11
1648
660. 12
S
668. 83
LP
1936
672. 97
1747
BLDG
1717
SUBMITTALS / REVISIONS
667. 93
PYL
667. 31
FC
1716
667. 80
BC
1935
673. 04
BLDG
4 7
0
4
6 1
6 0
2
.
4 0
4 1
7 P
I2 E
N
1934
BLDG
673. 07
4 6
4
6 5
6 9
1
.
4 4 6 8
1 A
HK
C
3572
668. 03
S
1773
3617
1930
HRO W
673. 01
671. 69
667. 45
LP
S
6 5
6 8
2
.
4 5
6
4
4 4 5
6 4
1 A
HK
C
4463
556
S
1002
FN1 -
665. 98
665. 26
4464
665. 21
FN1 +
666. 08
BL
1545
667. 68
S8 D PI K
C LANES
1719
667. 38
1718
FC
1100
667. 12
BC
4 2
6
4
6 5
6 3
2
.
4 4 2
6 8
1 A
HK
C
659. 93
BL
3614
S
670. 04
1933
BLDG
673. 17
4 1
6
4
6 5
6 7
2
.
4 4 1
6 4
1 A
HK
C
985
BL
665. 20
991
664. 79
CL DI TCH
4 6
0
4
6 1
6 2
3
.
4 0
4 1
6 P
I2 E
N
1715
668. 46
1714
668. 13
BC
FC
NO
968
6 66.1
665. 41
898
8
992
BL
665. 64
FN
1606
EB
669. 43
SW
983
BL
555
897
666. 14
FN PT
1713
BLDG
1604
1605 668. 92
FC
669. 32
666. 15
660. 32
4416
664. 97
665. 29
HRO W
S
4415
DATE
DESCRIPTION
665. 50
BL
SW
1647
669. 40
SG NNO PARK
1738
668. 35
SG NS
LO W
1007
BLDG
665. 90
3582
S
669. 03
4 5
0
4
4460
6 1
6 1
2
.
4 0
4 1
5 P
I0 E
N
665. 76
FN1
1931
672. 76
HRO W
4 9
5
4
6 5
6 5
7
.
4 4 9
5 2
1 A
HK
C
3567
669. 23
S
554
S
1746
3583
669. 25
S
PYL
941
668. 24
FC
668. 60
969
665. 89
SG N. 35
X. 65
BC
3568
661. 43
1 8
1
0
1 1
0 8
1 OA
K
6 7
6 7
3
.
668. 16
942
970
665. 91
SG N. 35
X. 65
668. 39
S
1 6
4
6 7
0 8
7
.
1 6
4 6
1
2 MP
A L
E
1932
BLDG
672. 99
553
3569
659. 83
S
667. 84
S
6 1
6 9
1
.
4 4
0
4 0
4 1
4 P
I2 E
N
1593
673. 00
3573
668. 55
S
BLDG
4 8
5
4
6 5
6 2
7
.
4 4 8
5 0
3 H
CE
RY
R
896
FN
666. 01
3570
667. 32
S
1596
673. 24
EC
984
BL
665. 48
973
1597
660. 15
EC
673. 09
EC
972
BL
4
.
4 7
5
4 6 6 3
4 5
4 4
1
7 B
ODOK
C
660. 07
EC
1001
666. 16
939
BC
1594
673. 34
668. 75
FFE
940
668. 32
546
FC
666. 24
S
3616
671. 93
552
993
665. 31
CL DI TCH
S
660. 35
S
976
660. 76
SSHO T PUT
4 3
0
4
6 1
6 4
1
.
4 0
4 1
3 P
I2 E
N
3615
670. 43
S
1598
672. 80
EC
974
660. 17
EC
938
994
668. 30
BL
BC
1004
666. 35
666. 75
BLDG
937
667. 92
FC
975
934
3585
BC
668. 95
547
933
669. 38
EC
FC
660. 21
EC
667. 91
S
1600
666. 72
S
1005
667. 58
BLDG
1599
670. 04
EC
666. 67
3584
S
669. 40
1006
666. 95
SSHED
1578
PYL
4 5
4
6 6 3
4
.
4 4 5 8
2 A
HK
C
668. 90
1 5
7
6
1 6 5
7 6
1 P
E A
R
6 8
6 4
6
.
1649
1650
669.75
19
668.
FC
BC
1101
6 1
2
.
4 2
0
4 6 1
4 2
0
4 M
8 A
G
660. 20
BL
1676
BC
668. 82
1677
668. 39
FC
4456
665. 42
S
1576
PYL
668. 73
895
FN
548
666. 11
666. 54
S
982
661. 24
BL
1577
668. 78
PYL
1595
673. 31
FFE
1542
668. 67
1587
672. 78
EC
PYL
1601
669. 38
SW
1603
1602 668. 90
669. 28
FC
SW
1543
668. 48
PYL
931
BC
4414
4413 666. 02
BL
666. 03
HRO W
667. 46
932
FC
1643
667. 14
672. 02
1642
EC
671. 94
EC
1641
671. 98
CLEANO UT
1644
672. 04
EC
1592
673. 24
1645
671. 94
549
EC
BLDG
3566
1586
670. 14
EC
1588
1591
673. 17
BLDG
EC
S
666. 24
6 1
6 7
2
.
4 1
0
4
4 0
4 1 P
I4 E
N
669. 42
S
3533
673. 03
S
1555
668. 73
SHATCHED
4 4
5
6 6 2
9
.
4 4 4
5 4
1 A
HK
C
3574
668. 99
S
4 3
5
4
6 6 7
8
.
4 5
4 0
1
3 OA
K
1590
672. 79
BLDG
1579
668. 93
1000
PYL
666. 46
BL
1584
669. 38
CLEANO UT
1663
FC
1585
669. 30
EC
1547
1664
667. 24
666. 81
BC
667. 18
996
665. 68
CL DI TCH
PYL
1537
668. 44
PYL
3534
S
670. 00
1539
667. 03
PYL
995
666. 44
BL
550
3565
668. 07
S
1589
673. 17
BLDG
S
664. 75
1538
667. 10
STRASH PI LE
1580
668. 77
981
PYL
1520
EC
1519
673. 01
EC
665. 71
BL
4 0
4
672. 98
6 1
6 1
9
.
4 0
4 1
0 P
I2 E
N
4452
FN1
1541
668. 68
PYL
1517
673. 03
CLEANO UT
1521
1581
669. 15
M HSAS
1518
672. 98
EC
673. 00
EC
667. 32
1 5
8
3
6 7
1 2
6
.
1 5
8 3
1
2 MP
A L
E
1175
668. 13
FC
1556
668. 48
PYL
1172
1174
BC
668. 52
667. 88
FC
1173
668. 28
BC
1559
668. 29
3564
PYL
S
1 4
7
6
1 6 4
7 6
1 P
E
6 A
R
8
6 7
5
.
667. 31
6 7
6 6
1
.
4 1
5
4
4 4 1
5 2
1 A
HK
C
1176
668. 42
FC
551
660. 95
S
545
S
1177
BC
666. 40
668. 77
1560
PYL
668. 07
1171
667. 51
FC
1563
1170
667. 76
PYL
BC
667. 90
4 0
5
4
6 K
7
6 2
7
.
4 4 0
5 4
1 A
H
C
1 3
1
6 1
6 4
8
.
1 1 1
3 P
I2 E
N
1179
668. 421178
668. 77
FC
BC
894
1564
666. 03
FN
667. 51
PYL
3532
673. 22
930
S
1567
667. 22
929
667. 34
BC
667. 09
FC
PYL
997
666. 31
CL DI TCH
4 9
4
6 K
7
6 9
3
.
4 4 8
9 A
H
C
544
1582
669. 28
SG NNO PARK
667. 08
S
4 8
4
6 7
6 4
6
.
4 4 1
8 W
0 A N
L T
U
1548
PYL
667. 03
1 4
2
1
6 8
6 0
2
.
1 2
1 8
1
4 OA
K
1169
BC
1168
667. 53 667. 26
FC
1102
661. 01
BL
1540
4 7
4
6 7
6 6
2
.
4 4 8
7 A
HK
C
666. 48
999
PYL
1790
668. 52
ARRO W ST
RAI G HT
666. 81
BL
4446
667. 42
S
1516
673. 07
EC
928
1515
673. 06
EC
667. 05
927
FC
BC
4443
667. 41
FN1
667. 18
926
BC
667. 05
FC
667. 36
925
1789
668. 52
ARRO W ST
RAI G HT
923
1512
673. 32
FFE
1554
668. 36
SHATCHED
1511
673. 24
SSTUP
667. 33
998
BC
924
4444
667. 41
FN2 +
666. 79
BL
543
666. 98
4445
667. 84
FN2 -
666. 83
S
FC
3531
670. 41
S
922
667. 07
BC
1166
BC
1568
1167
667. 47
667. 07
FC
666. 25
CB
921
FC
666. 75
979
BL
1513
3575
669. 79
S
673. 10
EC
1514
920
1154
667. 05
BC
1155
667. 05
673. 02
FC
666. 70
919
1153
1156 667. 09
1152
667.
01
BC
SW
666. 73
FC
1339
667. 01
BC
SW
EC
661. 17
1164
4412
667. 44
HRO W
BC
666. 96
669. 41
SW
1340
1341
669. 34
SW
668. 90
FC
6 7
6 0
7
.
4 2
4
4 4 2
4 0
1 A
HK
C
1162
BC
667. 36
1165
FC
1163
899
667. 11
FN -
1 2
1 6 1
6 2
8
.
1 1 1
2 P
I2 E
N
667. 12
667. 02
FC
1161
GN
666. 37
4 1
4
6 7
6 5
7
.
4 4 1
4 0
1 A
HK
C
1160
666. 58
3560
669. 24
S
GN
4 0
4
6 7
6 2
7
.
4 4 0
4 4
1 A
HK
C
542
1157
CB
S
666. 34
1158
666. 34
GN
666. 82
1159
666. 57
GN
943
667. 08
PW L
3561
668. 45
S
1536
900
667. 19
SG ATE
4439
667. 71
668. 35
1 3
2
1
1 2
1 4
1
3 OA
K
6 8
6 7
1
.
PYL
FN1
4344
667. 30
HRO W
4437
667. 59
S
944
667. 01
PW L
4 8
3
4
6 7
6 5
8
.
4 4 8
3 8
1 A
HK
C
980
BL
666. 29
1553
668. 04
SHATCHED
3562
S
667. 70
1 5
2
4
6 7
1 5
9
.
1 5
2 4
1
2 MP
A L
E
4 6
3
4
6 K
9
6 8
4
.
4 4 6
3 2
1 A
H
C
1 3
7
6
6 8
6 2
3
.
1 6 3
7 2
1 P
E A
R
541
917
667. 07
918
FC
667. 50
BC
666. 54
S
901
667. 28
FN +
1 1
1 1 MA
GNO
6 A
IL
2
6 5
2
.
3563
667. 48
S
6 9
6 0
3
.
4 5
3
4
4 4 5
3 0
1 A
HK
C
540
S
666. 58
1
893
FN
666. 59
945
667. 15
S4 PS
6 9
6 0
4
.
4 4
3
4 3
4 8
4 H
CE
RR
Y
4 3
4
6 9
6 3
8
.
4 4 3 4
1 A
HK
C
1552
667. 44
SHATCHED
1 0
1
6 2
6 6
5
.
1 1 1
0 P
I0 E
N
1180
668. 11
FC
1181
3529
673. 74
BC
4432
669. 68
FN1 +
668. 50
S
535
S
3576
668. 01
4 1
3
4
6 K
8
6 9
2
.
4 4 1
3 4
1 A
H
C
668. 11
S
3530
S
1575
668. 58
670. 13
PYL
1328
668. 84
FC
4 0
3
4
6 8
6 5
2
.
4 3
4 8
0 A
HK
C
1574
668. 58
1329
DYL
669. 26
BC
1 9
0
1
1 0
1 8
9 P
I6 E
N
2
6 7
.
978
3536
S
BL
662. 50
668. 81
1 2
1
6 8
6 8
3
.
1 2
1 4
1
2 OA
K
536
667. 61
S
1214
PYL
667. 93
1551
667. 22
SHATCHED
1652
1651
668.
668.
4992
FC
BC
SHEET TITLE
4429
667. 50
S
1338
669. 44
3559
SW
902
3542
669. 16
S
GN
1655
1656
668.
668.79
34
BC
FC
667. 57
667. 74
FN
4 8
2
4
4 2
4 O
8
6 8
6 0
3
.
A
K
1 2
7
6
6 8
6 5
0
.
1 6 2
7 2
1 P
E A
R
1337
SW
1103
669. 27
GN
662. 32
BL
3543
667. 66
1326
FC
668. 59
1 8
0
1
1 0
1 1
8 P
I0 E
N
6 2
6 4
5
.
1327
668. 98
BC
4 7
2
4
6 8
6 3
2
.
4 4 7
2 8
1 A
HK
C
1557
668. 25
PYL
537
916
FC
1561
S
667. 44
667. 915
46
BC
667. 88
668. 17
PYL
1654
1653
88
668. 44
BC
FC
3535
669. 16
3558
668. 45
S
1532
S
DYL
1149
668. 57
SW
667. 48
1150
1151
667. 32
BC 666. 94
FC
1565
667. 73
PYL
1549
1573
977
667. 37
664. 53
BL
PYL
ARCHITECTURAL
SITE PLAN
668. 25
AR ROW S TRAI GHT
1558
PYL
668. 17
1 7
0
1
6 2
6 4
9
.
1 0
1 8
7 P
I E
N
538
S
1666
1 5
2
3
6 7
1 3
7
.
1 5
2 3
1
2 MP
A L
E
FC
666. 79
1665
667. 62
667. 20
BC
4343
666. 83
HRO W
1572
668. 18
ARRO W ST
RAI G HT
1562
668. 02
3557
PYL
S
667. 77
1669
BC
667. 1670
81
3541
667. 40
FC
667. 66
GN
1509
EC
673. 26
3548
1508
EC
GN
1571
667. 87
ARRO W ST
RAI G HT
672. 84
667. 68
3544
GN
1566
PYL
667. 62
667. 80
946
667. 64
SBLEACHERS
1550
667. 32
PYL
3545
1671
667. 42
SG NSCHO OL RULES
GN
539
667. 84
666. 48
S
1 6
0
1
6 3
6 9
4
.
1 0
1 1
6 P
I2 E
N
1531
1505
DYL
668. 35
673. 40
1510
FFE
892
673. 34
3537
SSTUP
S
FN
666. 24
668. 63
1570
667. 50
ARRO W ST
RAI G HT
1668
667. 57
BC
1667
667. 22
FC
1506
672. 86
EC
1507
EC
1530
668. 24
672. 79
DYL
1 1
2
6 8
6 8
3
.
1 2
1 6
1 OA
K
1213
667. 38
PYL
534
667. 90
S
1 5
0
1
6 3
6 7
9
.
1 8
5
0
1 MA
GNOA
IL
1529
669. 27
BUSH
1183
667. 1182
45
FC
3527
667. 81
BC
672. 14
S
1104
663. 76
BL
3538
668. 35
S
1325
FC
668. 20
1324
BC
3526
S
668. 67
669. 98
533
3547
S
667. 85
667. 72
GN
3546
668. 02
GN
948
667. 92
PW L
1528
BUSH
669. 27
4385
4387
669. 30
669. 32
FN1 +
FN1
1448
673. 36
947
667. 89
PW L
FFE
1276
SW
669. 35
913
S
1504
673. 06
4386
669. 50
914
667. 95
FC
909
668. 39
BC
668. 17
FN
3539
668. 05
FN1 -
BLDG
1336
SW
669. 32
910
FN -
668. 49
1 3
4
2
6 6
9 4
8
.
1 3
4 2
0 OA
K
532
1503
667. 70
S
1569
667. 30
ARRO W ST
RAI G HT
673. 00
1148
667. 67
SW
BLDG
1146
1147
667.
667.67
26
FC
BC
4 0
2
3
6 4
6 1
7
.
4 2
3 4
0 P
E A
R
1502
BLDG
672. 98
1322
668. 14
FC
1323
1 5
2
6 7
1 0
4
.
1 5
2 2
1 MP
A L
E
3540
667. 60
S
668. 67
BC
4 4
8
3
6 8
6 8
9
.
4 8
3 2
4 W
2 A N
L T
U
911
668. 32
SCO NC
3518
673. 10
S
3528
672. 09
S
1527
BUSH
531
669. 14
666. 81
S
1320
667. 99
FC
1526
669. 11
BUSH
1321
668. 38
BC
1 3
4
6 6
8 9
2
.
1 3 4
3 2
0 E
P R
A
3519
673. 22
S
4 9
1
3
6 5
6 4
1
.
4 1
3 1
9 P
I2 E
N
949
667. 87
PW L
1318
FC
1319
667. 82
912
668. 23
668. 53
PP
BC
1335
669. 19
SW
950
PW L
668. 11
4 2
8
3
6 9
6 6
4
.
4 3 2
8 8
1 A
HK
C
3520
672. 04
S
530
908
FN +
1 3
4
6 6
8 7
9
.
1 3
4
8 MA
G N O IA
L
1334
669. 20
668. 17
876
FC
FN 1317
666. 54
S
877
668. 16
668. 53
BC
903
SW
904
668. 51
FN +
668. 45
667. 43
FC
4342
1316
BC
667. 25
HRO W
667. 84
4 8
1
3
1 3
4
5
6 6
8 7
0
.
1 3 4
5 1
8 E
P R
A
6 5
6 6
5
.
4 1
3 1
8 P
I2 E
N
1333
668. 95
SW
4383
529
S
891
666. 32
FN
S
666. 17
4381
FN1
1270
669. 61
669. 19
4 0
8
3
6 9
6 1
6
.
4 3 0
8 0
2 A
HK
C
EC
1314
667. 21
952
FC
524
668. 00
S
PW L
668. 55
1315
1 6
4
3
6 8
6 0
6
.
1 8
6
4
3 MA
GNOA
IL
BC
667. 66
4 9
7
3
6 9
6 7
4
.
4 3 9
7 4
1 A
HK
C
1271
669. 19
EC
1332
668. 69
1268
1269
BC
EC
SW
668. 98
1267
668. 97
FC
668. 65
951
668. 25
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1381
668. 49
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668. 09
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668. 75
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668. 87
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1184
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666. 72
1185
1277
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BC 668. 20
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1120
667. 26
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668. 16
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670. 03
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669. 33
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668. 08
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666. 90
1280
668. 29
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667. 84
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667. 44
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1379
667. 78
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668. 02
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667. 93
667. 59
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FC
667. 43
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668. 96
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672. 92
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673. 02
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672. 75
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666. 48
1187
666. 32
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672. 86
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668. 76
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669. 41
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667. 27
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1186
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667. 06
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1380
666. 31
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666. 49
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666. 31
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667. 06
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887
667. 32
668. 81
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667. 28
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672. 78
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668. 67
1289
667. 07
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669. 07
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669. 33
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669. 46
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668. 89
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669. 40
FN -
669. 10
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3521
671. 36
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1262
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FC
875
FC
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668. 50 668. 85
BC
886
669. 45
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670. 40
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667. 68
667. 23
FC
882
1461
670. 66
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EC
528
669. 46
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670. 49
666. 61
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666. 96
3491
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670. 36
3501
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668. 05
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668. 94
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668. 79
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669. 41
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4850
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668. 51
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669. 62
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666. 36
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PT10
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667. 67
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669. 35
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668. 84
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670. 04
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668. 84
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667. 98
666. 68
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667. 06
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669. 36
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669. 41
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668. 75
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668. 60
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668. 87
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669. 54
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671. 25
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668. 55
4365
669. 98
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672. 29
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1387
668. 72
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669. 98
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669. 87
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670. 11
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671. 26
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666. 65
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6 7
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3549
669. 68
669. 02
1426
EC
1374
669. 53
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668. 45
3556
PW L
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6
8
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4
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L
P A
R
GN
1383
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669. 70
963
669. 44
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668. 76
1418
FC
OVERALL SITE PLAN
669. 01
BC
4 9
6
3
6 0
7 9
0
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4 6
3 8
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HK
C
1413
BC
668. 991414
668. 53
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3555
966
669. 88
CL DI TCH
669. 56
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962
SW
668. 66
BL
1297
668. 13
1471
670. 34
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6 7
1 5
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L
P A
R
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1428
669. 52
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668. 91
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670. 36
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1377
668. 12
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1473
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668. 72
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670. 36
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670. 34
1296
668. 07
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SW
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1427
669. 36
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6 6 7
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1 4
6 6
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668. 03
FC
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668. 51
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A
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3511
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1290
1291
1293
667.668.
75 261292
668. 21
668. 24
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671. 00
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668. 48
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668. 13BC
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3509
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670. 40
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668. 63
668. 45
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667. 99
3506
670. 02
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3499
668. 46
3500
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1480
672. 30
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1298
1479
667. 99
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671. 87
668. 15
TO HWY 96
669. 35
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4 1
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667. 42
960
668. 30
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668. 25
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667. 91
668. 28
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671. 22
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670. 78
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878
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668. 24
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667. 23
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520
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669. 45
1140
668. 30
SW
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667. 59
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4 1
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667. 83
BC
1301
1303
667. 92
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AC2.00
1" = 50'-0"
FC
667. 43
4 7
6
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7 5
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4 3 7
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C
1300
667. 48
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1496
671. 47
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671. 34
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671. 55
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1245
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667. 35
PYL1198
667. 36
FC
3490
668. 90
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669. 34
SW
1483
1482
671. 30
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FC
1195
1138
667. 98
BC
667. 95
SW
964
1412
668. 99
BC
1411
1373
668. 54
FC 668. 55
PW L
BL
1196
1 3
9
5
1 3
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1199
6 6
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A
K
FC
667. 38
1137
BO
872
668. 28
FC
SW
668. 65873
669. 06
BC
1247
671. 25
1494
BC
671. 18
1486
670. 87
EC
BO
1501
672. 16
S6 PARK SP
670. 47
667. 82
BC
1246
669. 29
BC
1495
668. 93
1475
670. 77
HRO W
519
1493
BO
S
671. 10
1492
BO
669. 07
671. 06
1491
BO
1136
670. 99
668. 41
SW
1490
BO
880
670. 95
670. 83
959
FN
669. 62
BL
1489
4340
670. 89
BO
4 1
2
3
6 7
6 0
4
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4 2
3 1 P
I2 E
N
3496
3494
668. 22
S
668. 96
BL
666. 97
518
S
S
668. 73
1488
670. 96
SDUM P PAD
1 3
9
1 3
9 3
8
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6 6
9 5
2
.
A
K
1372
668. 26
PW L
4 6
3
6 0
7 9
8
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4 3 6 0
2 A
HK
C
1397
BC
9246
672. 15
S
1398
668. 61
668. 20
FC
512
1 7
1
6 8
6 3
6
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1 1 4
1
7 OA
K
S
671. 09
4364
670. 14
S
669. 34
669. 45
669. 88
NOTE:
THIS PLAN INTENDED TO SHOW
GENERAL BUILDING LOCATIONS ONLY.
REFER TO SITE / CIVIL DRAWINGS FOR
ADDITIONAL INFORMATION.
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
1" = 50'-0"
SG
SHEET NO.
AC2.00
WALL TYPES - BUILDING A
8" CMU + RIGID INSULATION + AIR SPACE+ BRICK
VENEER
8" CMU + AIR SPACE+ BRICK VENEER
8" CMU, SEALED & PAINTED AS SCHEDULED
8" CMU, SEALED & PAINTED AS SCHEDULED
1/2" SHAETHING + 2x4 WOOD STUDS + 5/16" FIBER
CEMENT LAP SIDING
ROOF TRUSS + 1/2" SHEATHING +TPO
3
2
V
1117 SF
A100A
W
2
28
19
X
A3.A5
1
A9.02
2
E
H
N 01
A3.A8
A
E
19
V
W01
W
A100B
X
2
N
1
3
A9.01
D
E
J
6
5
33
L 25 K O
6
HB
T
33
4
7
11
17
3
3
3
7
7
A3.A8
1
A3.A2
1
1
31 Q
32
A3.A3
P
32
12
IT
30
3
A3.A2
A104
74 SF
A104
7
HB
A3.A5
N 02
3
N 02
DS
7
A 03
N 03
7
A3.A6
N 01
A 03
4
B
N 02
18
37
3
12
226 SF
1
B
1 AC3.02
101 SF
A103
N 03
7
7
STORAGE
36
2
1
A105
7
Y
A105
MECHANICAL
N 03
7
2
A103B
A3.A8
4
N 03
2
H
3
DS
3
HB
6
12
DS
TEN (10) 36" ROUND TABLES WITH 4 SEATS PER TABLE = 40 SEATS
4
2
2
AC3.01
A3.A1
A3.A5
1
A2.A1
NOTED FLOOR PLAN - BUILDING A
1/4" = 1'-0"
ALL EXPOSED STEEL TO HAVE POWDER COATED FINISH, U.N.O. COLOR TO BE SELECTED FROM MANUFACTURER'S STANDARD SELECTIONS, TYP.
3.
8" x 8" GLASS BLOCK WITH SILL AT 8' - 8" AFF, TYP. SEE ELEVATIONS FOR LOCATIONS AND DIMENSIONS.
4.
PROVIDE EVENLY SPACED CONSTRUCTION / CONTROL JOINTS IN ALL BUILDING CONCRETE SLABS. SPACE JOINTS (IN FEET) NO MORE THAN 2 TIMES THE
SLAB THICKNESS (IN INCHES). EX.: A 4" SLAB WILL HAVE JOINTS NO MORE THAN 8' - 0" APART. JOINTS ARE TO BE 25% OF THE DEPTH OF THE SLAB. SEE
STRUCTURAL.
5.
COORDINATE PLACEMENT OF EXTERIOR SLAB JOINTS WITH EXTERIOR CONCRETE JOINTS; SEE SITE / CIVIL.
6.
PROVIDE EVENLY SPACED CONTROL / EXPANSION JOINTS IN ALL CMU WALLS AT ALL CORNERS, AND WITHIN WALL SECTIONS NO FARTHER APART THAN
TWICE THE HEIGHT OF THE WALL, OR 40' - 0" MAXIMUM, WHICHEVER IS LESS.
7.
PROVIDE EVENLY SPACED CONTROL / EXPANSION JOINTS IN ALL GYPSUM WALLS AT MAXIMUM 24' - 0" HORIZONTALLY & VERTICALLY, TYP.
8.
ALL IT ROOM WALLS TO RECEIVE 3/4" FRT PLYWOOD FINISH UP TO 8' - 0" AFF, PAINTED WITH PNT-_. WALLS ABOVE PLYWOOD TO BE CMU AS INDICATED.
ALL EXPOSED FACES OF CMU TO BE PAINTED WITH PNT-_, U.N.O.
9.
ALL LOCATIONS RECEIVING EPOXY FLOOR SYSTEMS ARE TO HAVE EPOXY SYSTEM CONTINUED 4' - 0" UP THE VERTICAL FACE OF ALL WALLS IN ROOM.
A.
DIRECTLY ABOVE EPOXY, CMU TO BE PAINTED WITH 8" HIGH BAND OF ACCENT PAINT DIRECTLY ABOVE EPOXY, PAINT COLOR PNT-_.
B.
WALL ABOVE ACCENT BAND TO BE PAINTED PNT-_, TYP.
ALL EXPOSED INTERIOR CMU TO BE SMOOTH FACED, SEALED & PAINTED AS SCHEDULED. COURSING SHALL BE PLACED IN EVEN 8" INCREMENTS FOR
EVEN SCORE PATTERNS, U.N.O.
ALL ELECTRICAL AND PLUMBING DEVICES ON EXTERIOR WALLS TO BE "CENTERED" WITHIN INDIVIDUAL CMU BLOCK VERTICALLY AND HORIZONTALLY
(W.P. OUTLETS, HOSE BIB, ETC.) AND SHALL HAVE SMOOTH FACE AT ALL FIXTURE MOUNTING LOCATIONS.
12.
ALL EXTERIOR PLUMBING DEVICES TO BE FREEZEPROOF, TYP.
13.
ALL FIRE EXTINGUISHERS ARE TO BE PLACED IN A WALL MOUNTED CABINET FOLLOWING ALL FIRE, SAFETY, & ACCESSIBILITY CODE REQUIREMENTS.
FIRE EXTINGUISHER CABINETS ARE TO BE EITHER SURFACE MOUNTED OR SEMI-RECESSED AS INDICATED.
14.
ALL CUPOLA LOUVERS TO BE FULLY TRIMMED IN 1x4 BATTEN TRIM, COLOR TO MATCH MOUNTED SURFACE, TYP.
15.
SEAL ALL PENETRATIONS OF CONDUIT, MECHANICAL DUCT WORK, PIPING, ETC. IN ALL SUBSTRATES, INTERIOR AND EXTERIOR WALLS, CEILINGS, &
FLOORS.
ALL RESTROOMS, UTILITY CHASES, WORK SPACES, AND FOOD SERVICE PREP AREAS TO HAVE FLOOR DRAINS AND/OR TRENCH DRAINS AS INDICATED.
PROVIDE FLOOR SINK AT ALL 3 COMPARTMENT SINKS AND ALL ICE MAKER BIN LOCATIONS, TYP. SEE PLUMBING.
17.
ALL FLOORS TO SLOPE AT 1/8" PER FOOT AS INDICATED BY SLOPE ARROWS, TYP.
18.
CAULK ALL DOOR & WINDOW FRAMES AT THE JOINT BETWEEN THE FRAME & THE ADJACENT SUBSTRATE.
19.
CAULK ALL JOINTS BETWEEN FIXED CASEWORK, PLUMBING FIXTURES, & BACKSPLASH TO WALL TRANSITION JOINT.
20.
RUN ALL DOWNSPOUTS TO UNDERGROUND CONNECTIONS. COORDINATE WITH CIVIL.
21.
ALL EXPOSED LUMBER TO BE STAINED & SEALED, COLOR TBD. SEE SPECS.
ALL TABLES & CHAIRS AT PAVILION LOCATIONS TO BE ANCHORED INTO SLAB, TYP. SEE SPECS.
1
2
A3.A6
A3.A6
DOOR SCHEDULE - BUILDING A
PANEL
SIZE
DOOR
NUMBER ROOM NAME TYPE WIDTH HEIGHT THICKNESS MAT.
FLOOR PLAN
A101A
A101B
A102
A103A
A103B
A104
A105
A106
A200
CONCESSION
CONCESSION
PANTRY
STORAGE
STORAGE
IT
MECHANICAL
ELECTRICAL
MECHANICAL
GATES
DA
DA
DA
DB
DB
DA
DA
DA
N/A
3' - 0"
3' - 0"
3' - 0"
6' - 0"
6' - 0"
3' - 0"
3' - 0"
3' - 0"
4' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
6' - 0"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
N/A
I.M.
I.M.
H.M.
I.M.
I.M.
I.M.
I.M.
I.M.
N/A
FRAME
FIN.
PNT-3
PNT-3
PNT-3
PNT-3
PNT-3
PNT-3
PNT-3
PNT-3
N/A
TYPE MAT.
FA
FA
FA
FB
FB
FA
FA
FA
N/A
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
N/A
HARDWARE
SET
FIN.
PNT-3
PNT-3
PNT-3
PNT-3
PNT-3
PNT-3
PNT-3
PNT-3
N/A
SET 1
SET 1
SET 2
SET 4
SET 4
SET 1
SET 1
SET 1
SET 5
DOOR NOTES
1,2
1,2
1,2
1,2
1,2
1,2
1,2
1,2
1, 3
NOTE: REFER TO SHEETS A8.00 - A8.01 & SPECS FOR ADDITIONAL INFORMATION.
WINDOW SCHEDULE - BUILDING A
ROOM
NUMBER
ROOM
NAME
WINDOW WINDOW
HEAD
SILL
TYPE NUMBER WIDTH HEIGHT HEIGHT HEIGHT
A101
CONCESSION
W01
A100A
4' - 0"
5' - 0"
7' - 10"
A101
CONCESSION
W01
A100B
4' - 0"
5' - 0"
7' - 10"
COMMENTS
2' - 10" HORIZONTAL SLIDING CONCESSION WINDOW WITH ROLL DOWN
COILING SHUTTER ABOVE; LOCKABLE.
2' - 10" HORIZONTAL SLIDING CONCESSION WINDOW WITH ROLL DOWN
COILING SHUTTER ABOVE; LOCKABLE.
NOTE: REFER TO SHEET A3.20 & SPECS FOR ADDITIONAL INFORMATION.
LOUVER SCHEDULE - BUILDING A
LOUVER
NUMBER
A1
A2
A3
A4
LOUVER
LOCATION
LOUVER
TYPE
CUPOLA
CUPOLA
CUPOLA
CUPOLA
LOUVER
WIDTH
LOUVER
HEIGHT
5'
4' - 0"
8"
5'
0"
4' - 8"
4' - 8"
5'
0"
4' - 8"
5'
0"
L01
L01
L01
L01
SIGNAGE SCHEDULE - BUILDING A
ROOM
NUMBER
A101
A102
A103
A104
A105
A106
ROOM NAME
CONCESSION
PANTRY
STORAGE
IT
MECHANICAL
ELECTRICAL
TYPE MARK
12
12
12
12
12
12
DIMENSIONS
COMMENTS
7 1/2" x 7 1/2"
7 1/2" x 7 1/2"
7 1/2" x 7 1/2"
7 1/2" x 7 1/2"
7 1/2" x 7 1/2"
7 1/2" x 7 1/2"
NOTE: REFER TO SHEET A0.02 & SPECS FOR ADDITIONAL INFORMATION.
CASEWORK SCHEDULE - BUILDING A
ROOM
NUMBER
ROOM
NAME
DETAIL
FINISH WIDTH HEIGHT DEPTH REFERENCE
A101
A101
A101
A101
A101
A101
A101
A101
CONCESSION
CONCESSION
CONCESSION
CONCESSION
CONCESSION
CONCESSION
CONCESSION
CONCESSION
FP-1
FP-1
FP-1
FP-1
FP-1
FP-1
FP-1
FP-1
3' - 0"
4' - 8"
3' - 4"
3' - 4"
3' - 0"
3' - 0"
3' - 0"
3' - 4"
2' - 8 1/2"
2' - 8 1/2"
2' - 8 1/2"
2' - 8 1/2"
2' - 8 1/2"
2' - 8 1/2"
2' - 8 1/2"
2' - 8 1/2"
2' - 0"
2' - 0"
2' - 0"
2' - 0"
2' - 0"
2' - 0"
2' - 0"
2' - 0"
4 / A9.00
4 / A9.00
4 / A9.00
4 / A9.00
4 / A9.00
4 / A9.00
4 / A9.00
5 / A9.00
A101
CONCESSION
FP-1
3' - 4"
2' - 8 1/2"
2' - 0"
5 / A9.00
A101
A101
A101
A102
CONCESSION
CONCESSION
CONCESSION
PANTRY
PL-1
PL-1
PL-1
FP-1
4' - 8"
2' - 10"
2' - 10"
2' - 10"
2' - 1"
2' - 1"
2' - 1"
12B / A9.00
12B / A9.00
12B / A9.00
3 / A9.00
24" x 60" LOUVER
24" x 60" LOUVER
24" x 60" LOUVER
24" x 60" LOUVER
NORTH
EAST
WALLS
SOUTH
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
FLOOR PLAN BUILDING A
ROOM FINISH SCHEDULE - BUILDING A
FLOOR
3'-0" OPEN SHELF BASE CABINET
4'-8" OPEN SHELF BASE CABINET
5'-4" OPEN SHELF BASE CABINET
5'-4" OPEN SHELF BASE CABINET
3'-0" OPEN SHELF BASE CABINET
3'-0" OPEN SHELF BASE CABINET
3'-0" OPEN SHELF BASE CABINET
3'-4" OPEN SHELF BASE CABINET WITH
LOCKABLE DRAWERS
3'-4" OPEN SHELF BASE CABINET WITH
LOCKABLE DRAWERS
4'-8" PLASTIC LAMINATE COUNTER TOP
L-SHAPED PLASTIC LAMINATE COUNTERTOP
L-SHAPED PLASTIC LAMINATE COUNTERTOP
TALL OPEN PLYWOOD SHELVING
SHEET TITLE
NOTE: REFER TO SHEET A7.03 & SPECS FOR ADDITIONAL INFORMATION.
ROOM
NUMBER
ROOM NAME
FLOOR PLAN
A100
PAVILION
A101
CONCESSION
A102
PANTRY
A103
STORAGE
A104
IT
A105
MECHANICAL
A106
ELECTRICAL
CASEWORK TYPE / COMMENTS
NOTE: REFER TO SHEETS A9.00 - A9.02 & SPECS FOR ADDITIONAL INFORMATION.
COMMENTS
2'
1' - 0"
8"
2'
1' - 0"
8"
1' - 0"
8"
2'
1' - 0"
8"
2'
WEST
BASE CEILING
NOTES
PROJECT NO.
SC-1
EP-1
EP-1
SC-2
SDT-1
SC-2
SC-2
N/A
EP-1/PNT-2/PNT-1
EP-1/PNT-2/PNT-1
PNT-1
PLY-1/PNT-1
PNT-1
PLY-1/PNT-1
N/A
EP-1/PNT-2/PNT-1
EP-1/PNT-2/PNT-1
PNT-1
PLY-1/PNT-1
PNT-1
PNT-1
N/A
EP-1/PNT-2/PNT-1
EP-1/PNT-2/PNT-1
PNT-1
PLY-1/PNT-1
PNT-1
PNT-1
TENNESSEE
W01
89 SF
N 03
A100
36
A3.A3
FRANKLIN
A
2
A106
7
J
A102
7
I
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
74 SF
PANTRY
N 03
33
12
A106
7
HB
2
PAVILION
A3.A2
7
N 01
A101B
ELECTRICAL
N 03
B
2.
22.
33
D
BUILDING FFE LISTED AS 0' - 0", COORDINATE ACTUAL ELEVATION WITH CIVIL.
16.
A102
542 SF
A3.A5
AC3.02 2
HB
6
A101
1
1.
11.
48
10
PLAN NOTES
10.
8
3
CONCESSION
PREPARED FOR:
CITY OF FRANKLIN
NOTE: REFER TO SHEET A0.02 & SPECS
FOR ADDITIONAL INFORMATION.
3
3
9
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
X
Y
3
T
N 02
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
W
N 02
DS
12
FREEDOM BALL FIELDS
O
P
Q
V
N 02
HB
A103A
STANDING TRASH CAN
WALL MOUNTED SOAP DISPENSER
WALL MOUNTED PAPER TOWEL DISPENSER
ADA FIRE EXTINGUISHER WITH CABINET - SURFACE
MOUNTED
STAINLESS STEEL SINK GUARD
WALL GUARD AT UTILITY / MOP SINK
MOP RACK
ROLL-DOWN COUNTER SHUTTER - SOLID SLAT, INSULATED,
FULL WINDOW WIDTH
LOCKABLE DOUBLE SLIDING SERVICE WINDOW WITH
INSULATED GLASS, SELF-CLOSING
OVERHEAD FLY FAN
INTERIOR WALL MOUNTED MENU BOARD
DS 6
7
E
I
J
K
L
N
A3.A7
N 01
A
D
1
A3.A7
DS
CONDIMENT STAND WITH BINS
CANDY & CHIP DISPLAY
FOOD DISPLAY WARMER
COUNTERTOP MICROWAVE
NACHO CHIP WARMER
NACHO CHEESE WARMER / DISPENSER
PRETZEL MACHINE
PIZZA WARMER - COUNTER
HOT DOG ROLLER AND STEAMER DRAWER
HOT DOG BUN STORAGE DRAWER
POPCORN MACHINE
COFFEE MACHINE - COUNTER, 3-POT CAPACITY
ICE MAKER & BIN - STANDING UNIT
REFRIGERATED BEVERAGE MERCHANDISER
ADA HEIGHT WALL MOUNTED HAND SINK W/ ADA DRAIN PIPE
SHIELD
STAINLESS STEEL ONE COMPARTMENT SINK
STAINLESS STEEL THREE COMPARTMENT SINK
UTILITY / MOP SINK
FLOOR SINK
FLOOR TRENCH DRAIN
ENERGY STAR SIDE BY SIDE UPRIGHT REFRIGERATOR,
COMMERCIAL GRADE
ENERGY STAR SIDE BY SIDE UPRIGHT FREEZER,
COMMERCIAL GRADE
PORTABLE GAS GRILL; STORED INDOORS WHEN NOT IN USE.
FOR OUTDOOR COOKING USE ONLY.
STAINLESS STEEL TRANSACTION COUNTER
EXTERIOR WALL MOUNTED MENU BOARD WITH LOCKABLE
GLASS PANELS
STAINLESS STEEL WORK TABLE WITH LOWER SHELF
48
4
A3.A4
ROOF LINE ABOVE
FOOD SERVICE EQUIPMENT
SCHEDULE - BUILDING A
37
2
3
A3.A4
GUTTER EDGE ABOVE
1
28
30
31
32
33
36
1
A3.A7
NOTE: REFER TO SHEET A0.03 & SPECS
FOR ADDITIONAL INFORMATION.
1
2
3
4
5
6
7
8
9
10
11
17
18
19
25
1
LY
05
2
A3.A4
7
N
1
A3.A4
A3.A1
N 03
02
03
03
04
WALL DESCRIPTION
AC3.01
7
N
A
N
N
C
N 03
01
B
A101A
N
A
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
FIRE WALL
RATING TYPE
N/A
EP-1/PNT-2/PNT-1
EP-1/PNT-2/PNT-1
PNT-1
PLY-1/PNT-1
PNT-1
PNT-1
N/A
EB-1
EB-1
N/A
N/A
N/A
N/A
FCB-2
PLY-2
PLY-2
GYP-2
PLY-2
PLY-2
PLY-2
NOTE: REFER TO SHEET A0.03, A2.A2, & SPECS FOR ADDITIONAL INFORMATION.
18062-3
02/25/2021
DRAWN BY
TOTAL QUANTITY TO BE BUILT: 1
SEE SITE PLAN FOR LOCATION(S).
DATE
SCALE
AS, DA
CHECKED BY
1/4" = 1'-0"
SG
SHEET NO.
A2.A1
A
B
C
87' - 9 1/4"
0' - 8"
8' - 8"
6' - 4"
1' - 0"
11' - 3 5/8"
3' - 11 5/8"
5' - 5 5/8"
1
7' - 3 3/8"
ELECTRICAL
A101
542 SF
PANTRY
A106
A102
74 SF
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
3' - 4"
CONCESSION
6' - 0"
1' - 4"
3' - 4"
7' - 4"
T
2' - 1"
MECHANICAL
A103
A105
226 SF
101 SF
28' - 7"
STORAGE
4' - 0"
3' - 4"
2' - 0"
1' - 4"
5' - 4"
6' - 8"
2' - 0"
6' - 4"
1' - 0"
11' - 3 5/8"
0' - 7 5/8"
0' - 7 5/8"
4' - 0"
95' - 9 1/4"
1
A2.A2
DIMENSION FLOOR PLAN - BUILDING A
1/4" = 1'-0"
A
B
C
1
CONCESSION
PANTRY
A101
A102
542 SF
89 SF
ELECTRICAL
T
TENNESSEE
1' - 4"
74 SF
FRANKLIN
9' - 4"
A104
PREPARED FOR:
CITY OF FRANKLIN
1' - 2"
IT
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
18' - 7 1/2"
11' - 3 5/8"
6' - 0"
9' - 4"
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
18' - 7 1/2"
6' - 8"
FREEDOM BALL FIELDS
1' - 5"
6' - 8"
4' - 0"
5' - 5 5/8"
4' - 0"
3' - 4"
7' - 3 5/8"
T
2
2' - 8"
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
7' - 4"
2' - 8"
4' - 0"
4' - 0"
3' - 4"
LY
4' - 0"
6' - 0"
4' - 8"
25' - 7 5/8"
1117 SF
3' - 4"
10' - 8"
4' - 0"
A100
1' - 4"
89 SF
PAVILION
0' - 7 5/8"
3' - 4"
0' - 8"
16' - 0"
4' - 0"
39' - 10"
A106
PAVILION
74 SF
A100
SUBMITTALS / REVISIONS
NO
1117 SF
STORAGE
A103
226 SF
DATE
DESCRIPTION
MECHANICAL
A105
101 SF
IT
A104
74 SF
2
SHEET TITLE
FLOOR PLAN BUILDING A
ALL WALLS THIS ROOM TO HAVE:
•
EPOXY FINISH UP TO 4' - 0" A.F.F.
•
PNT-2 FROM 4' - 0" TO 4' - 8" A.F.F.
•
PNT-1 FROM 4' - 8" A.F.F. TO CEILING
ALL WALLS THIS ROOM TO HAVE:
•
3/4" FRT PAINTED PLYWOOD, COLOR
PNT-1, UP TO 8' - 0" A.F.F.
•
PNT-1 FROM 8' - 0" A.F.F. TO CEILING
PROJECT NO.
18062-3
02/25/2021
DRAWN BY
2
A2.A2
FINISH PLAN - BUILDING A
1/8" = 1'-0"
DATE
SCALE
AS, DA
CHECKED BY
SG
As
indicated
SHEET NO.
A2.A2
WALL TYPES - BUILDING B
A3.A5
HB
12
GFI
3
N 02
2
GFI
GFI
N 01
GFI
A3.A5
8
9
6
3
2
12
2
12
1
HB
1
9
6
3
4
3
20
9
6
3
4
4
14
13
6
3
9
14
13
6
3
7
FAMILY TOILET
81 SF
5 4
HB
5 4
HB
7
4
1
261 SF
3
1
2
2
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
Sim
1
7
1/4" = 1'-0"
PLAN NOTES
BUILDING FFE LISTED AS 0' - 0", COORDINATE ACTUAL ELEVATION WITH CIVIL.
2.
ALL EXPOSED STEEL TO HAVE POWDER COATED FINISH, U.N.O. COLOR TO BE SELECTED FROM MANUFACTURER'S STANDARD SELECTIONS, TYP.
3.
8" x 8" GLASS BLOCK WITH SILL AT 8' - 8" AFF, TYP. SEE ELEVATIONS FOR LOCATIONS AND DIMENSIONS.
4.
PROVIDE EVENLY SPACED CONSTRUCTION / CONTROL JOINTS IN ALL BUILDING CONCRETE SLABS. SPACE JOINTS (IN FEET) NO MORE THAN 2 TIMES THE
SLAB THICKNESS (IN INCHES). EX.: A 4" SLAB WILL HAVE JOINTS NO MORE THAN 8' - 0" APART. JOINTS ARE TO BE 25% OF THE DEPTH OF THE SLAB. SEE
STRUCTURAL.
5.
COORDINATE PLACEMENT OF EXTERIOR SLAB JOINTS WITH EXTERIOR CONCRETE JOINTS; SEE SITE / CIVIL.
6.
PROVIDE EVENLY SPACED CONTROL / EXPANSION JOINTS IN ALL CMU WALLS AT ALL CORNERS, AND WITHIN WALL SECTIONS NO FARTHER APART THAN
TWICE THE HEIGHT OF THE WALL, OR 40' - 0" MAXIMUM, WHICHEVER IS LESS.
7.
PROVIDE EVENLY SPACED CONTROL / EXPANSION JOINTS IN ALL GYPSUM WALLS AT MAXIMUM 24' - 0" HORIZONTALLY & VERTICALLY, TYP.
8.
ALL IT ROOM WALLS TO RECEIVE 3/4" FRT PLYWOOD FINISH UP TO 8' - 0" AFF, PAINTED WITH PNT-_. WALLS ABOVE PLYWOOD TO BE CMU AS INDICATED.
ALL EXPOSED FACES OF CMU TO BE PAINTED WITH PNT-_, U.N.O.
9.
ALL LOCATIONS RECEIVING EPOXY FLOOR SYSTEMS ARE TO HAVE EPOXY SYSTEM CONTINUED 4' - 0" UP THE VERTICAL FACE OF ALL WALLS IN ROOM.
A.
DIRECTLY ABOVE EPOXY, CMU TO BE PAINTED WITH 8" HIGH BAND OF ACCENT PAINT DIRECTLY ABOVE EPOXY, PAINT COLOR PNT-_.
B.
WALL ABOVE ACCENT BAND TO BE PAINTED PNT-_, TYP.
10.
ALL EXPOSED INTERIOR CMU TO BE SMOOTH FACED, SEALED & PAINTED AS SCHEDULED. COURSING SHALL BE PLACED IN EVEN 8" INCREMENTS FOR
EVEN SCORE PATTERNS, U.N.O.
11.
ALL ELECTRICAL AND PLUMBING DEVICES ON EXTERIOR WALLS TO BE "CENTERED" WITHIN INDIVIDUAL CMU BLOCK VERTICALLY AND HORIZONTALLY
(W.P. OUTLETS, HOSE BIB, ETC.) AND SHALL HAVE SMOOTH FACE AT ALL FIXTURE MOUNTING LOCATIONS.
12.
ALL EXTERIOR PLUMBING DEVICES TO BE FREEZEPROOF, TYP.
13.
ALL FIRE EXTINGUISHERS ARE TO BE PLACED IN A WALL MOUNTED CABINET FOLLOWING ALL FIRE, SAFETY, & ACCESSIBILITY CODE REQUIREMENTS.
FIRE EXTINGUISHER CABINETS ARE TO BE EITHER SURFACE MOUNTED OR SEMI-RECESSED AS INDICATED.
14.
ALL CUPOLA LOUVERS TO BE FULLY TRIMMED IN 1x4 BATTEN TRIM, COLOR TO MATCH MOUNTED SURFACE, TYP.
15.
SEAL ALL PENETRATIONS OF CONDUIT, MECHANICAL DUCT WORK, PIPING, ETC. IN ALL SUBSTRATES, INTERIOR AND EXTERIOR WALLS, CEILINGS, &
FLOORS.
16.
ALL RESTROOMS, UTILITY CHASES, WORK SPACES, AND FOOD SERVICE PREP AREAS TO HAVE FLOOR DRAINS AND/OR TRENCH DRAINS AS INDICATED.
PROVIDE FLOOR SINK AT ALL 3 COMPARTMENT SINKS AND ALL ICE MAKER BIN LOCATIONS, TYP. SEE PLUMBING.
UTILITY CHASE
FA
FA
FA
FB
FA
N/A
3' - 0"
3' - 0"
3' - 0"
6' - 0"
3' - 0"
4' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
6' - 0"
256 SF
1
A3.A7
2
2
AC3.03
A3.B1
Sim
A3.A5
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
N/A
I.M.
I.M.
I.M.
I.M.
I.M.
N/A
FRAME
FIN.
PNT-3
PNT-3
PNT-3
PNT-3
PNT-3
N/A
TYPE MAT.
FA
FA
FA
FB
FA
N/A
H.M.
H.M.
H.M.
H.M.
H.M.
N/A
HARDWARE
SET
FIN.
PNT-3
PNT-3
PNT-3
PNT-3
PNT-3
N/A
SET 3
SET 3
SET 3
SET 4
SET 1
SET 5
DOOR NOTES
1,2,4
1,2,4
1,2,4
1,2,4
1,2,4
1, 3
WINDOW WINDOW
HEAD
SILL
TYPE NUMBER WIDTH HEIGHT HEIGHT HEIGHT
COMMENTS
GFI
12
B104
Sim
WINDOW SCHEDULE - BUILDING B
ROOM
NAME
GFI
12
HB
1
DS
Sim
A3.A6
SIGNAGE SCHEDULE - BUILDING B
ROOM
NUMBER
B101
B102
B103
B104
B105
ROOM NAME
MEN
WOMEN
FAMILY TOILET
STORAGE
UTILITY CHASE
TYPE MARK
12
12
12
12
12
DIMENSIONS
COMMENTS
7 1/2" x 7 1/2"
7 1/2" x 7 1/2"
7 1/2" x 7 1/2"
7 1/2" x 7 1/2"
7 1/2" x 7 1/2"
NOTE: REFER TO SHEET A0.02 & SPECS FOR ADDITIONAL INFORMATION.
NOTE: REFER TO SHEETS A8.00 - A8.01 & SPECS FOR ADDITIONAL INFORMATION.
ROOM
NUMBER
A3.B3
B105
2
Sim
A3.A5
PANEL
SIZE
DOOR
NUMBER ROOM NAME TYPE WIDTH HEIGHT THICKNESS MAT.
MEN
PAVILION
FAMILY TOILET
STORAGE
UTILITY CHASE
MECHANICAL
GATES
2
B105
DOOR SCHEDULE - BUILDING B
FLOOR PLAN
B101
B102
B103
B104
B105
B200
7
FREEDOM BALL FIELDS
A2.B1
NOTED FLOOR PLAN - BUILDING B
N 01
7
F
7
4
TEN (10) 36" ROUND TABLES WITH 4 SEATS PER TABLE = 40 SEATS
1
A 03
7
H T
N 01
DS
DS
N 03
3
N 02
3
N 02
3
N 02
NOTE: REFER TO SHEET A0.02 & SPECS
FOR ADDITIONAL INFORMATION.
A3.A5
8
N 01
Sim
3
1
216 SF
GFI
HB
GFI
9
14
13
3
B101
7
A3.A5
4
3
9
MEN
N 01
5
HB
5
CASEWORK SCHEDULE - BUILDING B
ROOM
NUMBER
ROOM
NAME
DETAIL
FINISH WIDTH HEIGHT DEPTH REFERENCE
CASEWORK TYPE / COMMENTS
TENNESSEE
12
2
GFI
4
1
A3.B3
FRANKLIN
12
HB
5
B101
FIXTURE & EQUIPMENT
SCHEDULE - BUILDING B
1
SEE ELECTRICAL
A3.A6
LY
HB
A3.B2
Sim
A3.A8
SEE
IRRIGATION
Sim
1
1
10
9
PREPARED FOR:
CITY OF FRANKLIN
10
Sim
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
A3.A5
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
1187 SF
GFI
7
2
1
N 03
A3.B2
Sim
B100
1
1.
3
3 AC3.02
B104
2
12
PAVILION
NOTE: REFER TO SHEET A0.02 & SPECS
FOR ADDITIONAL INFORMATION.
WATER HEATER
WALL MOUNTED SINK - ADA HEIGHT
FLOOR MOUNTED TOILET - ADA COMPLIANT
WALL MOUNTED URINAL - ADA HEIGHT
MOP SINK
ROOM SIGNAGE
CEILING FAN
STORAGE
B103
A3.A8
1
3
4
5
9
12
13
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
A3.B2
N 03
N 01
AC3.02 4
HB
9
216 SF
7
DS
A3.A7
B102
Sim
A3.A7
Sim
3
WOMEN
7
1
B103
DS
Sim
2
N 01
DS
ROOF LINE ABOVE
Sim
1
7
A3.A5
7
SOAP DISPENSER
ELEC. HAND DRYER W/ ADA RECESS KIT
TOILET PAPER DISPENSER
ADA DRAIN PIPE SHIELD
36" GRAB BAR
SANITARY NAPKIN RECEPTACLE
18" x 30" MIRROR
BABY CHANGING STATION
ROBE HOOK
MOP RACK
SURFACE MOUNTED FIRE EXTINGUISHER
PAPER TOWEL DISPENSER
18" GRAB BAR
42" GRAB BAR
ADULT CHANGING STATION
4
A3.B4
Sim
1
N 01
1
2
3
4
5
6
7
8
9
10
11
12
13
14
20
3
A3.B4
GUTTER EDGE ABOVE
NOTE: REFER TO SHEET A0.03 & SPECS
FOR ADDITIONAL INFORMATION.
TOILET ACCESORIES SCHEDULE BUILDING B
2
A3.B4
1
B102
05
1
8" CMU + RIGID INSULATION + AIR SPACE + BRICK
VENEER
8" CMU + AIR SPACE + BRICK VENEER
8" CMU, SEALED & PAINTED AS SCHEDULED
8" CMU, SEALED & PAINTED AS SCHEDULED
1/2" SHEATHING+ 2x4 WOOD STUDS + 5/16" FIBER
CEMENT LAP SIDING
ROOF TRUSS + 1/2" SHEATHING +TPO
GFI
N
A3.B1
3
02
03
03
04
WALL DESCRIPTION
N 02
N
A
N
N
C
AC3.03
3
01
B
1
A3.B4
N 02
N
A
T
FIRE WALL
RATING TYPE
NOT APPLICABLE THIS BUILDING.
NOT APPLICABLE THIS BUILDING.
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
LOUVER SCHEDULE - BUILDING B
LOUVER
NUMBER
B1
B2
B3
B4
LOUVER
LOCATION
LOUVER
TYPE
LOUVER
WIDTH
L01
L01
L01
L01
CUPOLA
CUPOLA
CUPOLA
CUPOLA
LOUVER
HEIGHT
4' - 8"
5'
0"
4' - 8"
5'
0"
4' - 8"
5'
0"
4' - 8"
5'
0"
COMMENTS
1' - 0"
8"
2'
1' - 0"
8"
2'
1' - 0"
8"
2'
1' - 0"
8"
2'
NOTE: REFER TO SHEET A7.03 & SPECS FOR ADDITIONAL INFORMATION.
ROOM FINISH SCHEDULE - BUILDING B
17.
ALL FLOORS TO SLOPE AT 1/8" PER FOOT AS INDICATED BY SLOPE ARROWS, TYP.
18.
CAULK ALL DOOR & WINDOW FRAMES AT THE JOINT BETWEEN THE FRAME & THE ADJACENT SUBSTRATE.
19.
CAULK ALL JOINTS BETWEEN FIXED CASEWORK, PLUMBING FIXTURES, & BACKSPLASH TO WALL TRANSITION JOINT.
ROOM
NUMBER
ROOM NAME
FLOOR PLAN
B100
PAVILION
B101
MEN
20.
RUN ALL DOWNSPOUTS TO UNDERGROUND CONNECTIONS. COORDINATE WITH CIVIL.
B102
WOMEN
EP-1
21.
ALL EXPOSED LUMBER TO BE STAINED & SEALED, COLOR TBD. SEE SPECS.
B103
FAMILY TOILET
EP-1
22.
ALL TABLES & CHAIRS AT PAVILION LOCATIONS TO BE ANCHORED INTO SLAB, TYP. SEE SPECS.
B104
B105
FLOOR
SC-1
EP-1
STORAGE
SC-2
UTILITY CHASE SC-2
NORTH
EAST
N/A
EP-1/PNT-2
/PNT-1
EP-1/PNT-2
/PNT-1
EP-1/PNT-2
/PNT-1
PNT-1
PNT-1
N/A
EP-1/PNT-2
/PNT-1
EP-1/PNT-2
/PNT-1
EP-1/PNT-2
/PNT-1
PNT-1
WALLS
SOUTH
N/A
EP-1/PNT-2
/PNT-1
EP-1/PNT-2
/PNT-1
EP-1/PNT-2
/PNT-1
PNT-1
SHEET TITLE
WEST
N/A
EP-1/PNT-2
/PNT-1
EP-1/PNT-2
/PNT-1
EP-1/PNT-2
/PNT-1
PNT-1
BASE CEILING
N/A
EB-1
FCB-2
PLY-2
EB-1
PLY-2
EB-1
PLY-2
N/A
FLOOR PLAN BUILDING B
NOTES
PROJECT NO.
18062-3
NOTE: REFER TO SHEETS A0.03, A2.B2 & SPECS FOR ADDITIONAL INFORMATION.
02/25/2021
DRAWN BY
GYP-2
TOTAL QUANTITY TO BE BUILT: 1
SEE SITE PLAN FOR LOCATION(S).
DATE
SCALE
AS, DA
CHECKED BY
1/4" = 1'-0"
SG
SHEET NO.
A2.B1
A
B
C
87' - 9 1/4"
18' - 7 1/2"
2' - 0"
3' - 4"
19' - 4"
4' - 0"
3' - 4"
2' - 0"
2' - 8"
6' - 4"
2' - 3 5/8"
0' - 7 5/8"
0' - 8"
1' - 2"
1' - 5 7/8"
GFI
2
6' - 0"
GFI
T
GFI
WOMEN
B102
GFI
GFI
2' - 11"
2' - 11"
5' - 1"
2' - 11"
FAMILY TOILET
B103
81 SF
4' - 8"
4' - 9"
216 SF
PAVILION
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
0' - 10 1/8"
3' - 11 7/8"
1' - 2"
1' - 4"
4' - 0"
18' - 7 1/2"
0' - 7 5/8"
1' - 5"
LY
4' - 9"
261 SF
256 SF
18' - 7 1/2"
18' - 7 1/2"
1' - 2"
2' - 0"
3' - 4"
0' - 8"
1' - 4"
19' - 4"
5' - 4"
3' - 4"
0' - 8"
95' - 9 1/4"
1
A2.B2
DIMENSION FLOOR PLAN - BUILDING B
1/4" = 1'-0"
A
B
C
2
0' - 10 1/8"
11' - 3 5/8"
0' - 7 5/8"
4' - 0"
FREEDOM BALL FIELDS
1' - 5"
GFI
0' - 7 5/8"
1' - 5 7/8"
3' - 11 7/8"
4' - 0"
GFI
H T
4' - 0"
B101
216 SF
1
B105
FAMILY TOILET
ALL WALLS THIS ROOM TO HAVE:
•
EPOXY FINISH UP TO 4' - 0" A.F.F.
•
PNT-2 FROM 4' - 0" TO 4' - 8" A.F.F.
•
PNT-1 FROM 4' - 8" A.F.F. TO CEILING
B103
81 SF
WOMEN
FRANKLIN
5' - 1"
PREPARED FOR:
CITY OF FRANKLIN
2' - 11"
TENNESSEE
UTILITY CHASE
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
GFI
GFI
B104
MEN
5' - 4"
GFI
2' - 11"
STORAGE
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
6' - 8"
4' - 8"
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
2' - 11"
25' - 7 3/8"
GFI
25' - 7 3/8"
36' - 6 7/8"
1187 SF
32' - 7"
B100
SUBMITTALS / REVISIONS
B102
STORAGE
216 SF
NO
DATE
DESCRIPTION
B104
261 SF
PAVILION
B100
1187 SF
MEN
B101
216 SF
1
ALL WALLS THIS ROOM TO HAVE:
•
EPOXY FINISH UP TO 4' - 0" A.F.F.
•
PNT-2 FROM 4' - 0" TO 4' - 8" A.F.F.
•
PNT-1 FROM 4' - 8" A.F.F. TO CEILING
SHEET TITLE
HT
FLOOR PLAN BUILDING B
UTILITY CHASE
B105
256 SF
PROJECT NO.
18062-3
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
2
A2.B2
FINISH PLAN - BUILDING B
1/8" = 1'-0"
DATE
SG
As
indicated
SHEET NO.
A2.B2
WALL TYPES - BUILDING F
8" INTEGRALLY COLORED SPLIT FACE C.M.U.
8" INTEGRALLY COLORED SMOOTH FACE C.M.U.
1
5
NOTE: CENTER OF BOLLARD TO BE IN LINE WITH FACE OF CMU WALL, TYP.
BOLLARD LOCATIONS TO ADJUST BASED ON BUILDING FOOTINGS.
COORDINATE FINAL PLACEMENT WITH ARCHITECT PRIOR TO INSTALLATION.
11' - 4"
4' - 0" TALL, 6" DIAMETER BOLLARD,
CONCRETE FILLED WITH DOMED TOP,
PAINTED SAFETY YELLOW, TYP.
AC3.08 8
6 AC3.08
WINDOW SCHEDULE - BUILDING F
SILL
HEIGHT
COMMENTS
A3.F1
4
N 08
1, 12
SILL
HEIGHT
F101
5
143 SF
A3.F1
N 10
1, 12
N 08
1, 12
2
10' - 8"
0' - 8" NOM.
A3.F1
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
7
A3.F1
0' - 6"
LOUVER SCHEDULE - BUILDING F
HEAD
HEIGHT
F100
143 SF
NOT APPLICABLE THIS BUILDING.
LOUVER
HEIGHT
STORAGE BIN
1 PERCENT
SLOPE TO FRONT
ROOM WINDOW WINDOW
HEAD
NAME
TYPE
NUMBER WIDTH HEIGHT LEVEL HEIGHT
STORAGE BIN
0' - 8" NOM.
1' - 0" APPROX.
DOOR NOTES
NOT APPLICABLE THIS BUILDING.
10' - 8"
14' - 0"
PANEL
FRAME
SIZE
DOOR
ROOM
HARDWARE
NUMBER NAME TYPE WIDTH HEIGHT THICKNESS MAT. FIN. TYPE MAT. FIN.
SET
0' - 8" NOM.
12' - 0"
1' - 0" APPROX.
DOOR SCHEDULE - BUILDING F
LOUVER
LOUVER LOUVER LOUVER
NUMBER LOCATION
TYPE
WIDTH
AC3.08
6
A3.F1
NOTE: REFER TO SHEET A0.03 & SPECS FOR ADDITIONAL INFORMATION.
VG
A3.F1
14' - 0"
08
10
15' - 6" APPROX.
N
N
WALL DESCRIPTION
1 PERCENT
SLOPE TO FRONT
WALL
TYPE
COMMENTS
NOT APPLICABLE THIS BUILDING.
ROOF LINE ABOVE
N 08
1, 12
FIRE
RATING
0' - 6"
23' - 4"
0' - 6"
TYPE MARK
DIMENSIONS
COMMENTS
NOT APPLICABLE THIS BUILDING.
CASEWORK SCHEDULE - BUILDING F
ROOM
NUMBER
ROOM
NAME
FINISH
WIDTH
HEIGHT
DEPTH
DETAIL
REFERENCE
CASEWORK TYPE / COMMENTS
NOT APPLICABLE THIS BUILDING.
1
A2.F1
NOTED FLOOR PLAN - BUILDING F
1/4" = 1'-0"
4' - 0" TALL, 6" DIAMETER BOLLARD,
CONCRETE FILLED WITH DOMED TOP,
PAINTED SAFETY YELLOW, TYP.
F100
F101
143 SF
143 SF
PLAN NOTES
1 PERCENT
SLOPE TO FRONT
STORAGE BIN
1 PERCENT
SLOPE TO FRONT
STORAGE BIN
ALL EXT. CMU TO RECEIVE CLEAR
SEALER, SEE SPEC.
2
A2.F1
DIMENSION FLOOR PLAN - BUILDING F
1/4" = 1'-0"
8" CMU, INTEGRALLY COLORED SPLIT
FACE. SPLIT FACE SURFACE TO FACE
EXTERIOR AND WRAP AROUND CORNERS.
COVERED "INTERIOR" FACES TO BE
SMOOTH. COLOR TO MATCH BRICK ON
BUILDINGS A - D. SEE EXT. ELEVATIONS &
FINISH LEGEND FOR COURSING, TYPES, &
PATTERNS
SUBMITTALS / REVISIONS
NO
1.
BUILDING FFE LISTED AS 0' - 0", COORDINATE ACTUAL ELEVATION WITH CIVIL.
2.
ALL EXPOSED STEEL TO HAVE POWDER COATED FINISH, U.N.O. COLOR TO BE SELECTED FROM MANUFACTURER'S STANDARD
SELECTIONS, TYP.
3.
PROVIDE EVENLY SPACED CONSTRUCTION / CONTROL JOINTS IN ALL BUILDING CONCRETE SLABS. SPACE JOINTS (IN FEET) NO MORE
THAN 2 TIMES THE SLAB THICKNESS (IN INCHES). EX.: A 4" SLAB WILL HAVE JOINTS NO MORE THAN 8' - 0" APART. JOINTS ARE TO BE
25% OF THE DEPTH OF THE SLAB. SEE STRUCTURAL.
4.
COORDINATE PLACEMENT OF EXTERIOR SLAB JOINTS WITH EXTERIOR CONCRETE JOINTS; SEE SITE / CIVIL.
5.
ALL EXPOSED CMU THIS STRUCTURE TO BE INTEGRALLY COLORED, SPLIT FACE BLOCK. COLOR TO BE SELECTED FROM
MANUFACTURER'S STANDARD COLOR SELECTIONS.
6.
ALL ELECTRICAL AND PLUMBING DEVICES ON EXTERIOR WALLS TO BE "CENTERED" WITHIN INDIVIDUAL CMU BLOCK VERTICALLY AND
HORIZONTALLY (W.P. OUTLETS, HOSE BIB, ETC.) AND SHALL HAVE SMOOTH FACE AT ALL FIXTURE MOUNTING LOCATIONS.
7.
ALL EXTERIOR PLUMBING DEVICES TO BE FREEZEPROOF, TYP.
8.
ALL FIRE EXTINGUISHERS ARE TO BE PLACED IN A WALL MOUNTED CABINET FOLLOWING ALL FIRE, SAFETY, & ACCESSIBILITY CODE
REQUIREMENTS. FIRE EXTINGUISHER CABINETS ARE TO BE EITHER SURFACE MOUNTED OR SEMI-RECESSED AS INDICATED.
9.
SEAL ALL PENETRATIONS OF CONDUIT, MECHANICAL DUCT WORK, PIPING, ETC. IN ALL SUBSTRATES, INTERIOR AND EXTERIOR WALLS,
CEILINGS, & FLOORS.
10.
ROOF LINE ABOVE
TENNESSEE
ROOM NAME
FRANKLIN
ROOM
NUMBER
AC3.08
PREPARED FOR:
CITY OF FRANKLIN
SIGNAGE SCHEDULE - BUILDING F
A3.F1
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
NOTE: REFER TO SHEET A0.03, A2.F1, & SPECS FOR ADDITIONAL INFORMATION.
7
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
NOTES
3
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
WALLS
ROOM
NUMBER ROOM NAME FLOOR NORTH
EAST SOUTH WEST BASE
CEILING
FLOOR PLAN
F100
STORAGE BIN SC-2
N/A
CMU-3 CMU-2 CMU-2 N/A
FCB-2
F101
STORAGE BIN SC-2
N/A
CMU-2 CMU-2 CMU-3 N/A
FCB-2
FREEDOM BALL FIELDS
ROOM FINISH SCHEDULE - BUILDING F
LY
24' - 4"
DATE
DESCRIPTION
8" CMU, INTEGRALLY COLORED SMOOTH
FACE. COLOR TO MATCH BRICK ON
BUILDINGS A - D. SEE EXT. ELEVATIONS &
FINISH LEGEND FOR COURSING, TYPES, &
PATTERNS
SHEET TITLE
FLOOR PLAN BUILDING F
3
A2.F1
FINISH PLAN - BUILDING F
1/4" = 1'-0"
PROJECT NO.
ALL FLOORS TO SLOPE AT 1/8" PER FOOT AS INDICATED BY SLOPE ARROWS, TYP.
18062-3
02/25/2021
11.
CAULK ALL DOOR & WINDOW FRAMES AT THE JOINT BETWEEN THE FRAME & THE ADJACENT SUBSTRATE.
DRAWN BY
12.
CAULK ALL JOINTS BETWEEN FIXED CASEWORK, PLUMBING FIXTURES, & BACKSPLASH TO WALL TRANSITION JOINT.
CHECKED BY
SCALE
AS, DA
TOTAL QUANTITY TO BE BUILT: 1
SEE SITE PLAN FOR LOCATION(S).
DATE
1/4" = 1'-0"
SG
SHEET NO.
A2.F1
EXTERIOR HVAC UNITS, COOLING AND / OR MECHANICAL UNITS
FOR THIS BUILDING ARE LOCATED ON THE:
THESE ELEVATIONS HAVE BEEN DESIGN TO MEET THE REQUIREMENTS OF THE CITY OF
FRANKLIN'S ARCHITECTURAL DESIGN STANDARDS AND THE APPROVAL OF THE PLANNING
COMMISSION / CITY OF FRANKLIN. CHANGES SHALL NOT BE MADE TO THE APPROVED
ELEVATIONS UNLESS APPROVED BY EITHER THE BNS DIRECTOR OR THE PLANNING COMMISSION.
ROOFTOP
4
3
2
1
A3.A4
A3.A4
A3.A4
A3.A4
C
B
A
T.O. CUPOLA
27' - 10"
BUILDING A - CONCESSION PAVILION
SURFACE PERCENT
AREA
OF NET
GROSS OF WALL
1513
N/A
STANDING SEAM
ROOF SYSTEM
NET OF WALL
510
N/A
ALUM. LOUVER
NET BRICK
506
99%
4
1%
NET PRE-CAST STONE
L01
A2
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
CEMENTITIOUS SIDING
ROOF LINE
21' - 9 1/2"
NET: EXCLUDES ROOF FORMS, WINDOWS,
DOORS, AWNINGS AND SIMILAR FEATURES
HVAC UNIT LOCATION
HVAC
MECHANICAL SCREEN SYSTEM
STANDING SEAM ROOF SYSTEM
APPROX. ROOF HEIGHT @
HVAC PLATFORM:
12' - 9 1/4"
T.O. CMU
12' - 0"
FIBER CEMENT FASCIA & SOFFIT
LY
PRE-FINISHED BOX GUTTER SYSTEM,
MIN. 6" X 6", WITH HEAVY DUTY
DOWNSPOUT SYSTEM, MIN. 4" X 4", TYP.
GLULAM BEAM, PAINTED
A3.A1
NORTH ELEVATION - BUILDING A
1/4" = 1'-0"
1
A3.A4
A
B
BUILDING A - CONCESSION PAVILION
1513
N/A
NET OF WALL
510
N/A
NET BRICK
506
99%
4
1%
NET PRE-CAST STONE
2
3
4
A3.A4
A3.A4
A3.A4
1
2
4
6
C
T.O. CUPOLA
27' - 10"
STANDING SEAM
ROOF SYSTEM
SURFACE PERCENT
OF NET
AREA
GROSS OF WALL
0
ALUM. LOUVER
L01
A4
NET: EXCLUDES ROOF FORMS, WINDOWS,
DOORS, AWNINGS AND SIMILAR FEATURES
CEMENTITIOUS SIDING
ROOF LINE
21' - 9 1/2"
HVAC UNIT LOCATION
MECHANICAL SCREEN SYSTEM
HVAC
STANDING SEAM ROOF SYSTEM
APPROX. ROOF HEIGHT @
HVAC PLATFORM:
12' - 9 1/4"
TENNESSEE
FRANKLIN
1
FLOOR PLAN
0' - 0"
PREPARED FOR:
CITY OF FRANKLIN
INSULATED METAL DOOR
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
BRICK VENEER W/ VERTICAL STACK BOND
PATTERN, ACCENT COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
FLOOR MOUNTED TABLE &
CHAIR SYSTEM, SEE CIVIL.
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
COLUMN & BASE SYSTEM
FREEDOM BALL FIELDS
BRICK VENEER W/ RUNNING BOND
PATTERN, PRIMARY COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
8" X 8" GLASS BLOCKS, TYP.
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
T.O. CMU
12' - 0"
PRE-FINISHED BOX GUTTER
SYSTEM, MIN. 6" X 6", WITH HEAVY
DUTY DOWNSPOUT SYSTEM, MIN.
4" X 4", TYP.
8" X 8" GLASS BLOCKS, TYP.
GLULAM BEAM, PAINTED
FLOOR MOUNTED TABLE &
CHAIR SYSTEM, SEE CIVIL.
BRICK VENEER W/ RUNNING BOND
PATTERN, PRIMARY COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
COLUMN & BASE SYSTEM
BRICK VENEER W/ VERTICAL STACK BOND
PATTERN, ACCENT COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
INSULATED METAL DOOR
FLOOR PLAN
0' - 0"
0
1
2
4
SHEET TITLE
ELEVATIONS BUILDING A
6
PROJECT NO.
18062-3
02/25/2021
DRAWN BY
SCALE
AS, DA
2
A3.A1
DATE
SOUTH ELEVATION - BUILDING A
CHECKED BY
1/4" = 1'-0"
SHEET NO.
1/4" = 1'-0"
SG
A3.A1
EXTERIOR HVAC UNITS, COOLING AND / OR MECHANICAL UNITS
FOR THIS BUILDING ARE LOCATED ON THE:
THESE ELEVATIONS HAVE BEEN DESIGN TO MEET THE REQUIREMENTS OF THE CITY OF
FRANKLIN'S ARCHITECTURAL DESIGN STANDARDS AND THE APPROVAL OF THE PLANNING
COMMISSION / CITY OF FRANKLIN. CHANGES SHALL NOT BE MADE TO THE APPROVED
ELEVATIONS UNLESS APPROVED BY EITHER THE BNS DIRECTOR OR THE PLANNING COMMISSION.
ROOFTOP
2
3
1
2
2
1
3
A3.A2
A3.A3
A3.A3
A3.A3
A3.A3
A3.A2
1
1
2
T.O. CUPOLA
27' - 10"
T.O. CUPOLA
27' - 10"
BUILDING A - CONCESSION PAVILION
SURFACE
AREA
BUILDING A - CONCESSION PAVILION
PERCENT
OF NET
GROSS OF WALL
589
N/A
NET OF WALL
267
N/A
NET BRICK
267
NET PRE-CAST STONE
STANDING SEAM
ROOF SYSTEM
ALUM. LOUVER
L01
A3
CEMENTITIOUS SIDING
100%
0
SURFACE
AREA
0
ROOF LINE
21' - 9 1/2"
MECHANICAL SCREEN SYSTEM
GROSS OF WALL
589
N/A
NET OF WALL
299
N/A
NET BRICK
296
99%
3
1%
NET PRE-CAST STONE
STANDING SEAM
ROOF SYSTEM
PERCENT
OF NET
L01
A1
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
ALUM. LOUVER
CEMENTITIOUS SIDING
ROOF LINE
21' - 9 1/2"
NET: EXCLUDES ROOF FORMS, WINDOWS,
DOORS, AWNINGS AND SIMILAR FEATURES
NET: EXCLUDES ROOF FORMS, WINDOWS,
DOORS, AWNINGS AND SIMILAR FEATURES
HVAC UNIT LOCATION
STANDING SEAM ROOF SYSTEM
APPROX. ROOF HEIGHT @
HVAC PLATFORM:
HVAC
STANDING SEAM ROOF SYSTEM
12' - 9 1/4"
PRE-FINISHED BOX GUTTER
SYSTEM, MIN. 6" X 6", WITH HEAVY
DUTY DOWNSPOUT SYSTEM, MIN.
4" X 4", TYP.
T.O. CMU
12' - 0"
BRICK VENEER W/ VERTICAL STACK BOND
PATTERN, ACCENT COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
BRICK VENEER W/ VERTICAL STACK BOND
PATTERN, ACCENT COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
BRICK VENEER W/ RUNNING BOND
PATTERN, PRIMARY COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
BRICK VENEER W/ RUNNING BOND
PATTERN, PRIMARY COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
T.O. CMU
12' - 0"
LY
PRE-FINISHED BOX GUTTER
SYSTEM, MIN. 6" X 6", WITH HEAVY
DUTY DOWNSPOUT SYSTEM, MIN.
4" X 4", TYP.
INSULATED METAL DOOR
4
6
A3.A2
4
A3.A4
STORAGE
CONCESSION
A104
A103
A101
3
2
1
A3.A4
A3.A4
A3.A4
30
4
B
A
T.O. CUPOLA
27' - 10"
ROOF LINE
21' - 9 1/2"
T.O. CMU
12' - 0"
6
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
PAVILION
7
4
K
A103A
2
1/4" = 1'-0"
C
IT
1
WEST ELEVATION - BUILDING A
2
1/4" = 1'-0"
0
L
17
A100
11
A101A
25
SHEET TITLE
B
FLOOR PLAN
0' - 0"
ELEVATIONS &
SECTIONS BUILDING A
PROJECT NO.
18062-3
SCALE
AS, DA
CHECKED BY
3
SECTION 1 - BUILDING A
1/4" = 1'-0"
DATE
02/25/2021
DRAWN BY
A3.A2
FRANKLIN
2
PREPARED FOR:
CITY OF FRANKLIN
A3.A2
EAST ELEVATION - BUILDING A
1
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
0
FLOOR PLAN
0' - 0"
FREEDOM BALL FIELDS
FLOOR PLAN
0' - 0"
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
COLUMN & BASE SYSTEM
PILASTER & BASE SYSTEM BEYOND
1
TENNESSEE
CONCESSION WINDOW SYSTEM
1/4" = 1'-0"
SG
SHEET NO.
A3.A2
1
2
3
4
A3.A4
A3.A4
A3.A4
A3.A4
A
B
C
T.O. CUPOLA
27' - 10"
ROOF LINE
21' - 9 1/2"
/
6"
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
"
12
T.O. CMU
12' - 0"
CONCESSION
CONCESSION
STORAGE
MECHANICAL
A100
A101
A101
A101
A103
A105
18
1
A3.A3
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
28
SECTION 2 - BUILDING A
1/4" = 1'-0"
4
A3.A4
31
FLOOR PLAN
0' - 0"
3
2
1
A3.A4
A3.A4
A3.A4
C
B
A
T.O. CUPOLA
27' - 10"
2
A3.A8
ROOF LINE
21' - 9 1/2"
T.O. CMU
12' - 0"
TENNESSEE
48
A103B
FRANKLIN
37
19
PREPARED FOR:
CITY OF FRANKLIN
10
Q
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
3
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
8
1
FREEDOM BALL FIELDS
W01
LY
CONCESSION
A101B
PAVILION
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
PANTRY
ELECTRICAL
STORAGE
A106
A103
CONCESSION
A102
L
?
?
36
A101
PAVILION
A100
17
25
11
1
A103A
J
B
FLOOR PLAN
0' - 0"
SHEET TITLE
SECTIONS BUILDING A
PROJECT NO.
18062-3
02/25/2021
DRAWN BY
2
A3.A3
SECTION 3 - BUILDING A
1/4" = 1'-0"
DATE
SCALE
AS, DA
CHECKED BY
1/4" = 1'-0"
SG
SHEET NO.
A3.A3
2
3
1
2
A3.A2
A3.A3
A3.A3
1
1
2
1
3
A3.A3
A3.A3
A3.A2
2
T.O. CUPOLA
27' - 10"
T.O. CUPOLA
27' - 10"
ROOF LINE
21' - 9 1/2"
ROOF LINE
21' - 9 1/2"
PRE-ENGINEERED
WOOD TRUSSES SEE STRUCTURAL
PRE-ENGINEERED
WOOD TRUSSES SEE STRUCTURAL
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
T.O. CMU
12' - 0"
2
3
1
A3.A2
A3.A3
1/4" = 1'-0"
2
A3.A3
PRE-ENGINEERED
WOOD TRUSSES SEE STRUCTURAL
1
1
2
1
3
A3.A3
A3.A3
A3.A2
2
T.O. CUPOLA
27' - 10"
T.O. CUPOLA
27' - 10"
ROOF LINE
21' - 9 1/2"
ROOF LINE
21' - 9 1/2"
T.O. CMU
12' - 0"
T.O. CMU
12' - 0"
ELECTRICAL
MECHANICAL
IT
A106
A105
A104
TENNESSEE
A3.A4
1/4" = 1'-0"
FRANKLIN
SECTION 5 - BUILDING A
2
PREPARED FOR:
CITY OF FRANKLIN
A3.A4
SECTION 4 - BUILDING A
FREEDOM BALL FIELDS
1
FLOOR PLAN
0' - 0"
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
FLOOR PLAN
0' - 0"
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
T.O. CMU
12' - 0"
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
CONCESSION
A101
8
L
7
25
3
5
6
B
48
E
E
28
J
A106
A105
A104
B
FLOOR PLAN
0' - 0"
FLOOR PLAN
0' - 0"
SHEET TITLE
SECTIONS BUILDING A
3
A3.A4
SECTION 6 - BUILDING A
1/4" = 1'-0"
4
A3.A4
SECTION 7 - BUILDING A
1/4" = 1'-0"
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
1/4" = 1'-0"
SG
SHEET NO.
A3.A4
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
1
Sim
C
A7.03
C
2
C
T.O. CUPOLA
27' - 10"
T.O. CUPOLA
27' - 10"
T.O. CUPOLA
27' - 10"
T.O. CUPOLA
27' - 10"
ROOF LINE
21' - 9 1/2"
ROOF LINE
21' - 9 1/2"
STANDING SEAM METAL
ROOF SYSTEM
1
A7.03
CEMENTITIOUS FASCIA
BOARD SYSTEM
•
PRE-MANUFACTURED RIDGE
VENT, COLOR TO MATCH
ROOF, TYP.
2X4 WOOD FRAMING @ 16" O.C.
1/2" OSB SHEATHING
#30 ROOFING FELT
CEMENTITIOUS SIDING WITH TRIM
SOFFIT SYSTEM:
•
1/2" PLYWOOD BACKER
•
5/16" FIBER CEMENT SOFFIT
PANELS, PAINTED.
•
PROVIDE PERFORATED PANELS
AT PERIMETER WITH
PERFORATED SIDE AT EAVE END.
•
PROVIDE 2x2 PAINTED WOOD TRIM
AT PERIMETER
•
PROVIDE EVENLY SPACED 1x1
PAINTED WOOD TRIM AT 4' - 0" O.C.
MAX & AT ALL JOINTS
EXPOSED STRUCTURAL BEAM,
SEALED & PAINTED AS
SCHEDULED. SEE STRUC. & SPECS.
8" X 8" GLASS BLOCKS,
TYP.
2' - 0"
VERTICAL BOND
1' - 4"
FOOD SERVICE EQUIPMENT SEE FLOOR PLANS
OPEN PAINTED PLYWOOD
SHELVING WITH PLASTIC
LAMINATE COUTERTOP, SEE
CASEWORK SCHEDULE
T.O. CMU
12' - 0"
6"
/
12"
PRE-FINISHED BOX
GUTTER SYSTEM, MIN. 6" X
6", WITH HEAVY DUTY
DOWNSPOUT SYSTEM,
MIN. 4" X 4", TYP.
T.O. CMU
12' - 0"
T.O. CMU
12' - 0"
Sim
8" CMU PAINTED AT
INTERIOR - SEE ROOM
FINISH SCHEDULE
PILASTER BASE BEYOND
-SEE STRUCTURAL
EXPOSED STRUCTURAL BEAM,
SEALED & PAINTED AS
SCHEDULED. SEE STRUC. & SPECS.
WALL SYSTEM:
•
8" CMU, DAMP PROOFING
•
2" (R-10) CONITINOUS RIGID
INSULATION
•
2" AIR SPACE
•
4" BRICK VENEER WITH
ADJUSTABLE TIES @16" O.C.
MAX HORIZONTALLY &
VERTICALLY
-SEE STRUCTURE
BRICK VENEER WALL SYSTEM:
•
8" CMU, DAMP PROOFING
•
2" (R-10) CONITINOUS RIGID
INSULATION
•
2" AIR SPACE
•
4" BRICK VENEER WITH
ADJUSTABLE TIES @16" O.C.
MAX HORIZONTALLY &
VERTICALLY
-SEE STRUCTURE
5' - 4"
8" CMU PAINTED AT
INTERIOR - SEE ROOM
FINISH SCHEDULE
•
•
•
PRE-FINISHED STANDING SEAM
METAL ROOFING
#30 ROOFING FELT
3/4" PLYWOOD SHEATHING
PRE-ENGINEERED ROOF TRUSSES
RETARDER AT ALL CEILINGS OF
ENCLOSED SPACES, TYP.
1
A3.20
VERTICAL BOND
1' - 4"
2' - 2 5/8"
T.O. CMU
12' - 0"
•
EXPOSED STRUCTURAL BEAM,
SEALED & PAINTED AS
SCHEDULED. SEE STRUC. & SPECS.
SOFFIT SYSTEM
BRICK VENEER WALL SYSTEM:
•
8" CMU, DAMP PROOFING
•
2" (R-10) CONITINOUS RIGID
INSULATION
•
2" AIR SPACE
•
4" BRICK VENEER WITH
ADJUSTABLE TIES @16" O.C.
MAX HORIZONTALLY &
VERTICALLY
-SEE STRUCTURE
POWDER COATED STEEL
TUBE COLUMN - SEE
STRUCTURE
BRICK VENEER WALL
SYSTEM BEYOND
FRANKLIN
12" R-38 BATT INSUL. W/ VAPOR
RETARDER AT ALL CEILINGS OF
ENCLOSED SPACES, TYP.
SOFFIT SYSTEM:
•
1/2" PLYWOOD BACKER
•
5/16" FIBER CEMENT SOFFIT
PANELS, PAINTED.
•
PROVIDE PERFORATED PANELS
AT PERIMETER WITH
PRE-ENGINEERED WOOD
PERFORATED SIDE AT EAVE END. TRUSSES - SEE STRUCTURAL
•
PROVIDE 2x2 PAINTED WOOD TRIM
AT PERIMETER
•
PROVIDE EVENLY SPACED 1x1
PAINTED WOOD TRIM AT 4' - 0" O.C.
MAX & AT ALL JOINTS
12" R-38 BATT INSUL. W/ VAPOR
STANDING SEAM METAL ROOF SYSTEM
PREPARED FOR:
CITY OF FRANKLIN
PRE-ENGINEERED WOOD
TRUSSES - SEE STRUCTURAL
2x8 BASE PLATE AND ANCHOR
BOLT SET IN GROUT SOLID 8" CMU
BOND BEAM. SEE STRUCTURAL
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
-SEE STRUCTURAL
2x8 BASE PLATE AND ANCHOR
BOLT SET IN GROUT SOLID 8" CMU
BOND BEAM. SEE STRUCTURAL
SOFFIT SYSTEM:
•
1/2" PLYWOOD BACKER
•
5/16" FIBER CEMENT SOFFIT
PANELS, PAINTED.
•
PROVIDE PERFORATED PANELS
AT PERIMETER WITH
PERFORATED SIDE AT EAVE END.
•
PROVIDE 2x2 PAINTED WOOD TRIM
AT PERIMETER
•
PROVIDE EVENLY SPACED 1x1
PAINTED WOOD TRIM AT 4' - 0" O.C.
MAX & AT ALL JOINTS
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
•
•
•
PRE-FINISHED STANDING
SEAM METAL ROOFING
#30 ROOFING FELT
3/4" PLYWOOD SHEATHING
PRE-ENGINEERED ROOF
TRUSSES
2x8 BASE PLATE AND ANCHOR
BOLT SET IN GROUT SOLID 8" CMU
BOND BEAM. SEE STRUCTURAL
FREEDOM BALL FIELDS
STANDING SEAM METAL ROOF
SYSTEM
ROOF LINE
21' - 9 1/2"
TENNESSEE
-SEE STRUCTURAL
ROOF LINE
21' - 9 1/2"
•
•
•
•
PRE-FINISHED STANDING SEAM
METAL ROOFING
#30 ROOFING FELT
3/4" PLYWOOD SHEATHING
PRE-ENGINEERED ROOF
TRUSSES
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
SIDING WALL SYSTEM:
LY
STANDING SEAM METAL ROOF
SYSTEM
24" x 60" ALUM. LOUVER WITH 1x4
BATTEN TRIM AT ALL PERIMETER
EDGES, TYP.
•
•
•
•
Sim
PRE-MANUFACTURED RIDGE
VENT, COLOR TO MATCH
ROOF, TYP.
SUBMITTALS / REVISIONS
PILASTER BASE BEYOND
NO
DATE
DESCRIPTION
FOOD SERVICE EQUIPMENT SEE FLOOR PLANS
WEEPS @ 2'-0" O.C.
SS FLASHING - TERMINATE
AT CMU GROUT
OPEN PAINTED PLYWOOD
SHELVING WITH PLASTIC
LAMINATE COUTERTOP, SEE
CASEWORK SCHEDULE
FLOOR PLAN
0' - 0"
4
A3.30
WEEPS @ 2'-0" O.C.
Sim
2
A3.30
Sim
SIDEWAL SYSTEM SEE CIVIL
SS FLASHING - TERMINATE
AT CMU GROUT
FLOOR PLAN
0' - 0"
FLOOR PLAN
0' - 0"
FLOOR PLAN
0' - 0"
SHEET TITLE
CONCRETE SLAB W/POLY
VAPOR BARRIER OVER
COMPACTED GRAVEL SEE STRUCTURAL
2' - 0"
2" (R-10) PERIMETER RIGID
INSULATION WITH WEATHER
RESISTANT PROTECTIVE COVERING
CONCRETE FOOTING SEE STRUCTURAL
SIDE WALK
SYSTEM - SEE CIVIL
1/2" CONTINUOUS
EXPANSION JOINT MATERIAL
MORTAR MESH - FULL
AIRSPACE WIDTH
GROUT SOLID
BELOW FLASHING
CONCRETE SLAB W/POLY
VAPOR BARRIER OVER
COMPACTED GRAVEL SEE STRUCTURAL
SIDE WALK
SYSTEM - SEE CIVIL
2" (R-10) PERIMETER RIGID
INSULATION WITH WEATHER
RESISTANT PROTECTIVE COVERING
MORTAR MESH - FULL
AIRSPACE WIDTH
CONCRETE FOOTING SEE STRUCTURAL
WALL SECTIONS BUILDINGS A & B
1/2" CONTINUOUS
EXPANSION JOINT MATERIAL
PROJECT NO.
GROUT SOLID
BELOW FLASHING
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
1/2" = 1'-0"
SG
1
A3.A5
WALL SECTION 1 - BUILDING A
1/2" = 1'-0"
2
A3.A5
WALL SECTION 2 - BUILDING A
1/2" = 1'-0"
3
A3.A5
WALL SECTION 3 - BUILDING A
1/2" = 1'-0"
4
A3.A5
WALL SECTION 4 - BUILDING A
1/2" = 1'-0"
SHEET NO.
A3.A5
LY
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
•
•
•
PRE-FINISHED STANDING SEAM
METAL ROOFING
#30 ROOFING FELT
3/4" PLYWOOD SHEATHING
PRE-ENGINEERED ROOF TRUSSES
-SEE STRUCTURAL
PRE-FINISHED BOX
GUTTER SYSTEM, MIN. 6"
X 6", WITH HEAVY DUTY
DOWNSPOUT SYSTEM,
MIN. 4" X 4", TYP.
-SEE STRUCTURAL
T.O. CMU
12' - 0"
Sim
3
A7.04
T.O. CMU
12' - 0"
Sim
T.O. CMU
12' - 0"
THROUGH WALL FLASHING TERMINATE AT CMU GROUT
BENT PLATE, PAINTED - SEE STRUCTURAL
THROUGH WALL FLASHING OVER DOOR
OPENING, SEAL BOTH SIDE, ALL AROUND
8" CMU WALL BEYOND,
PAINTED, TYP.
4" H.M. FRAME HEADER, GROUT FILLED
INSULATED METAL DOORS - SEE
DOOR SCHEDULE
ADA THRESHOLD ON CONT. BED
OF SEALANT. SIZE THRESHOLD
TO COVER CONC. JOINT
2' - 0"
FLOOR PLAN
0' - 0"
2' - 0"
2" (R-10) PERIMETER RIGID
INSULATION WITH
WEATHER RESISTANT
PROTECTIVE COVERING
SEE STRUC. FOR DOWEL
TURN-DOWN CONCRETE
SLAB, APPLY BITUMINOUS
DAMPPROOFING ON CONC.,
TYP. AT EXTERIOR DOORS SEE STRUCTURE
VERT. BOND
MECHANICAL
A105
BRICK VENEER WALL SYSTEM:
•
8" CMU, DAMP PROOFING
•
2" (R-10) CONITINOUS RIGID INSULATION
•
2" AIR SPACE
•
4" BRICK VENEER WITH ADJUSTABLE
TIES @16" O.C. MAX HORIZONTALLY &
VERTICALLY
-SEE STRUCTURE
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
WEEPS @ 2'-0" O.C.
1/2" CONTINUOUS EXPANSION
JOINT MATERIAL
EXT. SLAB ON GRADE, SLOPE
AWAY FROM BUILDING - SEE CIVIL
BRICK VENEER WALL SYSTEM:
•
8" CMU, DAMP PROOFING
•
2" (R-10) CONITINOUS RIGID
INSULATION
•
2" AIR SPACE
•
4" BRICK VENEER WITH
ADJUSTABLE TIES @16" O.C.
MAX HORIZONTALLY &
VERTICALLY
-SEE STRUCTURE
PRE- ENGINEERED ROOF JOISTS WITH
1/2":12" SLOPED TOP CHORD AND FLAT
BOTTOM CHORD - SEE STRUCTURE
VERT. BOND
WEEPS @ 2'-0" O.C.
1' - 4"
MORTAR MESH - FULL AIRSPACE WIDTH
5' - 4"
BRICK VENEER WALL SYSTEM
1' - 4"
SOFFIT SYSTEM
CONCRETE SLAB W/POLY
VAPOR BARRIER OVER
COMPACTED GRAVEL SEE STRUCTURAL
SINGLE-PLY ROOFING MEMBRANE ON
5/8" PW ROOF DECKING
2' - 0"
12" R-38 BATT INSUL. W/
VAPOR RETARDER AT ALL
CEILINGS OF ENCLOSED
SPACES, TYP.
ALUM. LOUVERED
EQUIPMENT SCREENS
SOFFIT SYSTEM:
•
1/2" PLYWOOD BACKER
•
5/16" FIBER CEMENT SOFFIT PANELS,
PAINTED.
•
PROVIDE PERFORATED PANELS AT
PERIMETER WITH PERFORATED SIDE
AT EAVE END.
•
PROVIDE 2x2 PAINTED WOOD TRIM AT
PERIMETER
•
PROVIDE EVENLY SPACED 1x1 PAINTED
WOOD TRIM AT 4' - 0" O.C. MAX & AT ALL
JOINTS
4
A7.04
SS FLASHING - TERMINATE
AT CMU GROUT
FLOOR PLAN
0' - 0"
CONCRETE SLAB W/POLY
VAPOR BARRIER OVER
COMPACTED GRAVEL SEE STRUCTURAL
FLOOR PLAN
0' - 0"
SHEET TITLE
SIDE WALK
SYSTEM - SEE CIVIL
2' - 0"
2" (R-10) PERIMETER RIGID
INSULATION WITH WEATHER
RESISTANT PROTECTIVE COVERING
CONCRETE FOOTING SEE STRUCTURAL
WALL SECTIONS BUILDINGS A & B
1/2" CONTINUOUS
EXPANSION JOINT MATERIAL
MORTAR MESH - FULL
AIRSPACE WIDTH
8" CMU - GROUT SOLID
BELOW FLASHING
PROJECT NO.
18062-3
A3.A6
WALL SECTION 5 - BUILDING A
1/2" = 1'-0"
2
A3.A6
WALL SECTION 6 - BUILDING A
1/2" = 1'-0"
3
A3.A6
WALL SECTION 7 - BUILDING A
1/2" = 1'-0"
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
1
TENNESSEE
•
•
•
•
FREEDOM BALL FIELDS
STANDING SEAM METAL ROOF SYSTEM
PRE-FINISHED STANDING SEAM METAL
ROOFING
#30 ROOFING FELT
3/4" PLYWOOD SHEATHING
PRE-ENGINEERED ROOF TRUSSES
Sim
FRANKLIN
•
5
A7.04
PREPARED FOR:
CITY OF FRANKLIN
STANDING SEAM METAL ROOF SYSTEM
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
ROOF LINE
21' - 9 1/2"
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
2
2
CHECKED BY
1/2" = 1'-0"
SG
SHEET NO.
A3.A6
1
T.O. CUPOLA
27' - 10"
T.O. CUPOLA
27' - 10"
ROOF LINE
21' - 9 1/2"
ROOF LINE
21' - 9 1/2"
ROOF LINE
21' - 9 1/2"
PRE-FINISHED BOX
GUTTER SYSTEM, MIN. 6"
X 6", WITH HEAVY DUTY
DOWNSPOUT SYSTEM,
MIN. 4" X 4", TYP.
12" R-38 BATT INSUL. W/
VAPOR RETARDER AT ALL
CEILINGS OF ENCLOSED
SPACES, TYP.
PRE-FINISHED BOX
GUTTER SYSTEM, MIN. 6" X
6", WITH HEAVY DUTY
DOWNSPOUT SYSTEM,
MIN. 4" X 4", TYP.
T.O. CMU
12' - 0"
T.O. CMU
12' - 0"
SOFFIT SYSTEM
1' - 4"
SOFFIT SYSTEM
4
A3.10
Sim
3
A3.10
INSULATED METAL DOORS - SEE
DOOR SCHEDULE
ADA THRESHOLD ON CONT. BED
OF SEALANT. SIZE THRESHOLD
TO COVER CONC. JOINT
2" (R-10) PERIMETER RIGID
INSULATION WITH
WEATHER RESISTANT
PROTECTIVE COVERING
1
A3.A7
SEE STRUC. FOR DOWEL
TURN-DOWN CONCRETE
SLAB, APPLY BITUMINOUS
DAMPPROOFING ON CONC.,
TYP. AT EXTERIOR DOORS SEE STRUCTURE
WALL SECTION 9 - BUILDING A
1/2" = 1'-0"
Sim
SUBMITTALS / REVISIONS
SIDEWAL SYSTEM SEE CIVIL
NO
DATE
DESCRIPTION
SS FLASHING - TERMINATE
AT CMU GROUT
FLOOR PLAN
0' - 0"
EXT. SLAB ON GRADE, SLOPE
AWAY FROM BUILDING - SEE CIVIL
2
A3.30
WEEPS @ 2'-0" O.C.
1/2" CONTINUOUS EXPANSION
JOINT MATERIAL
CONCRETE SLAB W/POLY
VAPOR BARRIER OVER
COMPACTED GRAVEL SEE STRUCTURAL
SOFFIT SYSTEM:
•
1/2" PLYWOOD BACKER
•
5/16" FIBER CEMENT SOFFIT PANELS, PAINTED.
•
PROVIDE PERFORATED PANELS AT PERIMETER WITH
PERFORATED SIDE AT EAVE END.
•
PROVIDE 2x2 PAINTED WOOD TRIM AT PERIMETER
•
PROVIDE EVENLY SPACED 1x1 PAINTED WOOD TRIM AT
4' - 0" O.C. MAX & AT ALL JOINTS
POWDER COATED STEEL TUBE
COLUMN - SEE STRUCTURE
BRICK VENEER WALL SYSTEM:
•
8" CMU, DAMP PROOFING
•
2" (R-10) CONITINOUS RIGID
INSULATION
•
2" AIR SPACE
•
4" BRICK VENEER WITH
ADJUSTABLE TIES @16" O.C.
MAX HORIZONTALLY &
VERTICALLY
-SEE STRUCTURE
5' - 4"
8" CMU WALL BEYOND,
PAINTED, TYP.
Sim
VERTICAL BOND
4" H.M. FRAME HEADER, GROUT FILLED
1' - 4"
8" CMU WALL BEYOND,
PAINTED, TYP.
EXPOSED STRUCTURAL BEAM,
SEALED & PAINTED AS
SCHEDULED. SEE STRUC. & SPECS.
GLASS BLOCKS
12" R-38 BATT INSUL. W/
VAPOR RETARDER AT ALL
CEILINGS OF ENCLOSED
SPACES, TYP.
TENNESSEE
•
•
•
-
PRE-FINISHED STANDING SEAM
METAL ROOFING
#30 ROOFING FELT
3/4" PLYWOOD SHEATHING
PRE-ENGINEERED ROOF TRUSSES
SEE STRUCTURAL
FRANKLIN
•
PREPARED FOR:
CITY OF FRANKLIN
•
•
•
-
PRE-FINISHED STANDING SEAM
METAL ROOFING
#30 ROOFING FELT
3/4" PLYWOOD SHEATHING
PRE-ENGINEERED ROOF TRUSSES
SEE STRUCTURAL
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
•
STANDING SEAM METAL ROOF SYSTEM
2' - 0"
T.O. CMU
12' - 0"
STANDING SEAM METAL ROOF SYSTEM
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
PRE-FINISHED BOX
GUTTER SYSTEM, MIN. 6"
X 6", WITH HEAVY DUTY
DOWNSPOUT SYSTEM,
MIN. 4" X 4", TYP.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
•
•
•
-
PRE-FINISHED STANDING SEAM
METAL ROOFING
#30 ROOFING FELT
3/4" PLYWOOD SHEATHING
PRE-ENGINEERED ROOF TRUSSES
SEE STRUCTURAL
LY
T.O. CUPOLA
27' - 10"
STANDING SEAM METAL ROOF SYSTEM
•
1
FREEDOM BALL FIELDS
1
FLOOR PLAN
0' - 0"
CONCRETE SLAB W/POLY
VAPOR BARRIER OVER
COMPACTED GRAVEL SEE STRUCTURAL
SIDE WALK SYSTEM - SEE CIVIL
2' - 0"
2" (R-10) PERIMETER RIGID
INSULATION WITH WEATHER
RESISTANT PROTECTIVE COVERING
CONCRETE FOOTING SEE STRUCTURAL
2
A3.A7
WALL SECTION 10 - BUILDING A
1/2" = 1'-0"
FLOOR PLAN
0' - 0"
1/2" CONTINUOUS
EXPANSION JOINT MATERIAL
MORTAR MESH - FULL
AIRSPACE WIDTH
8" CMU - GROUT SOLID
BELOW FLASHING
SHEET TITLE
WALL SECTIONS BUILDINGS A & B
3
A3.A7
WALL SECTION 11 - BUILDING A
1/2" = 1'-0"
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
1/2" = 1'-0"
SG
SHEET NO.
A3.A7
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
4
A7.00
•
•
•
Sim
5
ROOF LINE
21' - 9 1/2"
A7.04
STANDING SEAM METAL ROOF SYSTEM
•
•
•
•
PRE-FINISHED STANDING SEAM
METAL ROOFING
#30 ROOFING FELT
3/4" PLYWOOD SHEATHING, SEE
STRUCTURAL
PRE-ENGINEERED ROOF TRUSSES,
SEE STRUCTURAL
12" R-38 BATT INSUL. W/ VAPOR
RETARDER AT ALL CEILINGS OF
ENCLOSED SPACES, TYP.
5
A3.10
5
A3.10
T.O. CMU
12' - 0"
Sim
ALUM. LOUVERED
EQUIPMENT SCREENS
8" X 8" GLASS BLOCKS, TYP.
4
Sim
A7.04
Sim
SINGLE-PLY ROOFING
MEMBRANE ON 5/8" PW
ROOF DECKING
PRE- ENGINEERED ROOF
JOISTS WITH 1/2":12" SLOPED
TOP CHORD AND FLAT BOTTOM
CHORD - SEE STRUCTURE
T.O. CMU
12' - 0"
T.O. CMU
12' - 0"
12" R-38 BATT INSUL. W/ VAPOR
RETARDER AT ALL CEILINGS OF
ENCLOSED SPACES, TYP.
8" CMU, PAINTED - SEE ROOM
FINISH SCHEDULE
STORAGE
CONCESSION
A103
A101
4
Sim
TENNESSEE
ROOF LINE
21' - 9 1/2"
FRANKLIN
ROOF LINE
21' - 9 1/2"
PRE-FINISHED STANDING SEAM
METAL ROOFING
#30 ROOFING FELT
3/4" PLYWOOD SHEATHING, SEE
STRUCTURAL
PRE-ENGINEERED ROOF TRUSSES,
SEE STRUCTURAL
PREPARED FOR:
CITY OF FRANKLIN
•
Sim
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
STANDING SEAM METAL ROOF SYSTEM
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
A7.00
FREEDOM BALL FIELDS
Sim
4
Sim
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
1
A7.03
T.O. CUPOLA
27' - 10"
LY
T.O. CUPOLA
27' - 10"
A3.10
FLOOR PLAN
0' - 0"
SUBMITTALS / REVISIONS
IT
MECHANICAL
A104
A105
FLOOR PLAN
0' - 0"
NO
FLOOR PLAN
0' - 0"
4" CONCRETE SLAB ON
GRADE W/ VAPOR
BARRIER & GRANULAR
BASE - SEE STRUCTURE.
THICKENED SLAB AT
INTERIOR CMU WALL SEE STRUCTURE.
DATE
DESCRIPTION
SHEET TITLE
WALL SECTIONS BUILDINGS A & B
PROJECT NO.
18062-3
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
1
A3.A8
WALL SECTION 12 - BUILDING A
1/2" = 1'-0"
2
A3.A8
WALL SECTION 13 - BUILDING A
1/2" = 1'-0"
3
A3.A8
WALL SECTION 14 - BUILDING A
1/2" = 1'-0"
DATE
1/2" = 1'-0"
SG
SHEET NO.
A3.A8
EXTERIOR HVAC UNITS, COOLING AND / OR MECHANICAL UNITS
FOR THIS BUILDING ARE LOCATED ON THE:
THESE ELEVATIONS HAVE BEEN DESIGN TO MEET THE REQUIREMENTS OF THE CITY OF
FRANKLIN'S ARCHITECTURAL DESIGN STANDARDS AND THE APPROVAL OF THE PLANNING
COMMISSION / CITY OF FRANKLIN. CHANGES SHALL NOT BE MADE TO THE APPROVED
ELEVATIONS UNLESS APPROVED BY EITHER THE BNS DIRECTOR OR THE PLANNING COMMISSION.
ROOFTOP
4
3
2
A3.B4
A3.B4
A3.B4
C
1
B
A
A3.B4
T.O. CUPOLA
27' - 10"
BUILDING B - RESTROOM PAVILION
SURFACE
AREA
PERCENT
OF NET
GROSS OF WALL
1513
N/A
NET OF WALL
556
N/A
NET BRICK
552
99%
NET PRE-CAST STONE
4
1%
STANDING SEAM
ROOF SYSTEM
L01
B2
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
ALUM. LOUVER
CEMENTITIOUS SIDING
ROOF LINE
21' - 9 1/2"
6" / 12"
6" / 12"
NET: EXCLUDES ROOF FORMS, WINDOWS,
DOORS, AWNINGS AND SIMILAR FEATURES
MECHANICAL SCREEN SYSTEM
STANDING SEAM ROOF SYSTEM
T.O. CMU
12' - 0"
LY
PRE-FINISHED BOX GUTTER
SYSTEM, MIN. 6" X 6", WITH
HEAVY DUTY DOWNSPOUT
SYSTEM, MIN. 4" X 4", TYP.
1/4" = 1'-0"
A
BUILDING B - RESTROOM PAVILION
SURFACE
AREA
PERCENT
OF NET
GROSS OF WALL
1513
N/A
NET OF WALL
510
N/A
NET BRICK
506
99%
NET PRE-CAST STONE
4
1%
B
C
2
3
4
A3.B4
A3.B4
A3.B4
4
6
T.O. CUPOLA
27' - 10"
L01
B4
ALUM. LOUVER
CEMENTITIOUS SIDING
ROOF LINE
21' - 9 1/2"
MECHANICAL SCREEN SYSTEM
TENNESSEE
2
STANDING SEAM
ROOF SYSTEM
6" / 12"
NET: EXCLUDES ROOF FORMS, WINDOWS,
DOORS, AWNINGS AND SIMILAR FEATURES
1
A3.B4
1
FRANKLIN
NORTH ELEVATION - BUILDING B
0
FREEDOM BALL FIELDS
1
A3.B1
COLUMN & BASE SYSTEM
6" / 12"
INSULATED METAL DOOR
FLOOR PLAN
0' - 0"
PREPARED FOR:
CITY OF FRANKLIN
BRICK VENEER W/ VERTICAL STACK BOND
PATTERN, ACCENT COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
BRICK VENEER W/ RUNNING BOND
PATTERN, PRIMARY COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
8" X 8" GLASS BLOCKS, TYP.
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
GLULAM BEAM, PAINTED
STANDING SEAM ROOF SYSTEM
SUBMITTALS / REVISIONS
T.O. CMU
12' - 0"
NO
DATE
DESCRIPTION
PRE-FINISHED BOX GUTTER SYSTEM,
MIN. 6" X 6", WITH HEAVY DUTY
DOWNSPOUT SYSTEM, MIN. 4" X 4", TYP.
GLULAM BEAM, PAINTED
8" X 8" GLASS BLOCKS, TYP.
BRICK VENEER W/ RUNNING BOND
PATTERN, PRIMARY COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
BRICK VENEER W/ VERTICAL STACK BOND
PATTERN, ACCENT COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
FLOOR PLAN
0' - 0"
0
COLUMN & BASE SYSTEM
1
INSULATED METAL DOOR
2
4
SHEET TITLE
ELEVATIONS BUILDING B
6
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
1/4" = 1'-0"
SG
2
A3.B1
SOUTH ELEVATION - BUILDING B
1/4" = 1'-0"
SHEET NO.
A3.B1
EXTERIOR HVAC UNITS, COOLING AND / OR MECHANICAL UNITS
FOR THIS BUILDING ARE LOCATED ON THE:
THESE ELEVATIONS HAVE BEEN DESIGN TO MEET THE REQUIREMENTS OF THE CITY OF
FRANKLIN'S ARCHITECTURAL DESIGN STANDARDS AND THE APPROVAL OF THE PLANNING
COMMISSION / CITY OF FRANKLIN. CHANGES SHALL NOT BE MADE TO THE APPROVED
ELEVATIONS UNLESS APPROVED BY EITHER THE BNS DIRECTOR OR THE PLANNING COMMISSION.
ROOFTOP
2
1
3
A3.B3
A3.B3
A3.B2
1
2
2
3
1
2
A3.B2
A3.B3
A3.B3
1
T.O. CUPOLA
27' - 10"
BUILDING B - RESTROOM PAVILION
SURFACE
AREA
PERCENT
OF NET
GROSS OF WALL
589
N/A
NET OF WALL
340
N/A
NET BRICK
340
100%
NET PRE-CAST STONE
0
0%
T.O. CUPOLA
27' - 10"
STANDING SEAM
ROOF SYSTEM
BUILDING B - RESTROOM PAVILION
SURFACE
AREA
PERCENT
OF NET
GROSS OF WALL
589
N/A
NET OF WALL
340
N/A
NET BRICK
337
99%
NET PRE-CAST STONE
3
1%
ALUM. LOUVER
L01
B3
CEMENTITIOUS SIDING
ROOF LINE
21' - 9 1/2"
MECHANICAL SCREEN SYSTEM
NET: EXCLUDES ROOF FORMS, WINDOWS,
DOORS, AWNINGS AND SIMILAR FEATURES
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
STANDING SEAM
ROOF SYSTEM
ALUM. LOUVER
L01
B1
CEMENTITIOUS SIDING
ROOF LINE
21' - 9 1/2"
NET: EXCLUDES ROOF FORMS, WINDOWS,
DOORS, AWNINGS AND SIMILAR FEATURES
STANDING SEAM ROOF SYSTEM
STANDING SEAM ROOF SYSTEM
6" / 12"
PRE-FINISHED BOX GUTTER
SYSTEM, MIN. 6" X 6", WITH HEAVY
DUTY DOWNSPOUT SYSTEM, MIN.
4" X 4", TYP.
T.O. CMU
12' - 0"
BRICK VENEER W/ VERTICAL STACK BOND
PATTERN, ACCENT COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
BRICK VENEER W/ VERTICAL STACK BOND
PATTERN, ACCENT COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
T.O. CMU
12' - 0"
LY
PRE-FINISHED BOX GUTTER
SYSTEM, MIN. 6" X 6", WITH HEAVY
DUTY DOWNSPOUT SYSTEM, MIN.
4" X 4", TYP.
1
A3.B2
EAST ELEVATION - BUILDING B
1
2
4
6
2
4
3
A3.B4
A3.B4
2
C
A3.B4
1
2
4
6
WEST ELEVATION - BUILDING B
A3.B2
1/4" = 1'-0"
0
1/4" = 1'-0"
B
1
A
A3.B4
T.O. CUPOLA
27' - 10"
ROOF LINE
21' - 9 1/2"
FRANKLIN
0
FLOOR PLAN
0' - 0"
FREEDOM BALL FIELDS
FLOOR PLAN
0' - 0"
PREPARED FOR:
CITY OF FRANKLIN
COLUMN & BASE SYSTEM
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
HI/LO ADA DRINKING FOUNTAIN
WITH BOTTLE FILLER
TENNESSEE
BRICK VENEER W/ RUNNING BOND
PATTERN, PRIMARY COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
BRICK VENEER W/ RUNNING BOND
PATTERN, PRIMARY COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
STORAGE
FAMILY TOILET
WOMEN
PAVILION
B104
B103
B102
B100
20
2
7
13
13
14
6
14
6
1
1
12
1
B104
4
2
3
3
SHEET TITLE
ELEVATIONS &
SECTIONS BUILDING B
B102
4
3
4
12' - 3 1/2"
T.O. CMU
12' - 0"
2
4
FLOOR PLAN
0' - 0"
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
1/4" = 1'-0"
SG
3
A3.B2
SECTION 1 - BUILDING B
1/4" = 1'-0"
SHEET NO.
A3.B2
A
1
A3.B4
B
C
2
3
4
A3.B4
A3.B4
A3.B4
T.O. CUPOLA
27' - 10"
5
A7.04
4
A7.04
Sim
ROOF LINE
21' - 9 1/2"
Sim
3
A7.04
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
Sim
LY
T.O. CMU
12' - 0"
UTILITY CHASE
B105
10
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
9
10
1/4" = 1'-0"
A
1
A3.B4
B
C
2
3
4
A3.B4
A3.B4
A3.B4
T.O. CUPOLA
27' - 10"
ROOF LINE
21' - 9 1/2"
T.O. CMU
12' - 0"
PAVILION
MEN
UTILITY CHASE
STORAGE
B100
B101
B105
B104
2
1
1
B101
2
5
NO
DATE
DESCRIPTION
8
5
4
3
SHEET TITLE
FLOOR PLAN
0' - 0"
SECTIONS BUILDING B
PROJECT NO.
18062-3
SCALE
AS, DA
CHECKED BY
A3.B3
SECTION 3 - BUILDING B
1/4" = 1'-0"
DATE
02/25/2021
DRAWN BY
2
TENNESSEE
SUBMITTALS / REVISIONS
13
5
12
FRANKLIN
A3.B3
SECTION 2 - BUILDING B
FLOOR PLAN
0' - 0"
PREPARED FOR:
CITY OF FRANKLIN
1
B104
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
B102
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
B100
STORAGE
FREEDOM BALL FIELDS
PAVILION
1/4" = 1'-0"
SG
SHEET NO.
A3.B3
2
3
1
2
A3.B2
A3.B3
A3.B3
1
1
2
1
3
A3.B3
A3.B3
A3.B2
2
T.O. CUPOLA
27' - 10"
T.O. CUPOLA
27' - 10"
ROOF LINE
21' - 9 1/2"
ROOF LINE
21' - 9 1/2"
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
PRE-ENGINEERED
WOOD TRUSSES SEE STRUCTURAL
PRE-ENGINEERED
WOOD TRUSSES SEE STRUCTURAL
T.O. CMU
12' - 0"
T.O. CMU
12' - 0"
UTILITY CHASE
WOMEN
B105
B102
LY
B101
1
12
1
2
2
2
A3.B4
2
A3.B4
1/4" = 1'-0"
1
2
1
A3.B3
A3.B3
PRE-ENGINEERED
WOOD TRUSSES SEE STRUCTURAL
SECTION 5 - BUILDING B
1/4" = 1'-0"
3
2
1
3
A3.B2
A3.B3
A3.B3
A3.B2
2
1
2
T.O. CUPOLA
27' - 10"
T.O. CUPOLA
27' - 10"
ROOF LINE
21' - 9 1/2"
ROOF LINE
21' - 9 1/2"
T.O. CMU
12' - 0"
T.O. CMU
12' - 0"
TENNESSEE
SECTION 4 - BUILDING B
FREEDOM BALL FIELDS
1
FLOOR PLAN
0' - 0"
FRANKLIN
FLOOR PLAN
0' - 0"
PREPARED FOR:
CITY OF FRANKLIN
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
12
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
2
10
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
MEN
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
STORAGE
13
5
14
B104
9
6
3
4
FLOOR PLAN
0' - 0"
FLOOR PLAN
0' - 0"
SHEET TITLE
SECTIONS BUILDING B
3
A3.B4
SECTION 6 - BUILDING B
1/4" = 1'-0"
4
A3.B4
SECTION 7 - BUILDING B
PROJECT NO.
1/4" = 1'-0"
DRAWN BY
18062-3
DATE
02/25/2021
SCALE
AS, DA
CHECKED BY
1/4" = 1'-0"
SG
SHEET NO.
A3.B4
EXTERIOR HVAC UNITS, COOLING AND / OR MECHANICAL UNITS
FOR THIS BUILDING ARE LOCATED ON THE:
THESE ELEVATIONS HAVE BEEN DESIGN TO MEET THE REQUIREMENTS OF THE CITY OF
FRANKLIN'S ARCHITECTURAL DESIGN STANDARDS AND THE APPROVAL OF THE PLANNING
COMMISSION / CITY OF FRANKLIN. CHANGES SHALL NOT BE MADE TO THE APPROVED
ELEVATIONS UNLESS APPROVED BY EITHER THE BNS DIRECTOR OR THE PLANNING COMMISSION.
NONE PROVIDED
6
7
5
A3.F1
A3.F1
A3.F1
T.O. ROOF
12' - 0"
ROOF BEARING
ELEV.
10' - 1 1/2"
T.O. CMU
10' - 0"
BUILDING F - STORAGE SHED
SURFACE
AREA
PERCENT
OF NET
GROSS OF WALL
280
N/A
NET OF WALL
236
N/A
NET CMU
236
100%
NET: EXCLUDES ROOF FORMS, WINDOWS,
DOORS, AWNINGS AND SIMILAR FEATURES
BUILDING F - STORAGE SHED
STANDING SEAM ROOF SYSTEM
INTEGRALLY COLORED SPLIT FACE 8"
CMU BLOCK. COLOR TO MATCH
BRICK ON BUILDINGS A - D; TO BE
SELECTED FROM MANUFACTURER'S
STANDARD OPTIONS, TYP.
4' - 0" TALL, 6" DIAMETER BOLLARD,
CONCRETE FILLED WITH DOMED TOP,
PAINTED SAFETY YELLOW, TYP.
T.O. ROOF
12' - 0"
ROOF BEARING
ELEV.
10' - 1 1/2"
1" / 12"
SURFACE
AREA
PERCENT
OF NET
GROSS OF WALL
159
N/A
NET OF WALL
144
N/A
NET CMU
144
100%
T.O. CMU
10' - 0"
STANDING SEAM ROOF SYSTEM
NET: EXCLUDES ROOF FORMS, WINDOWS,
DOORS, AWNINGS AND SIMILAR FEATURES
4' - 0" TALL, 6" DIAMETER BOLLARD,
CONCRETE FILLED WITH DOMED TOP,
PAINTED SAFETY YELLOW, TYP.
INTEGRALLY COLORED SPLIT FACE 8" CMU
BLOCK. COLOR TO MATCH BRICK ON
BUILDINGS A - D; TO BE SELECTED FROM
MANUFACTURER'S STANDARD OPTIONS, TYP.
FLOOR PLAN
0' - 0"
0
1
1
2
4
FLOOR PLAN
0' - 0"
0
6
NORTH ELEVATION - BUILDING F
A3.F1
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
2
A3.F1
2
4
6
EAST ELEVATION - BUILDING F
1/4" = 1'-0"
GROSS OF WALL
280
N/A
NET OF WALL
226
N/A
NET CMU
226
100%
1" / 12"
BUILDING F - STORAGE SHED
STANDING SEAM ROOF SYSTEM
NET: EXCLUDES ROOF FORMS, WINDOWS,
DOORS, AWNINGS AND SIMILAR FEATURES
INTEGRALLY COLORED SPLIT FACE 8"
CMU BLOCK. COLOR TO MATCH
BRICK ON BUILDINGS A - D; TO BE
SELECTED FROM MANUFACTURER'S
STANDARD OPTIONS, TYP.
4' - 0" TALL, 6" DIAMETER BOLLARD,
CONCRETE FILLED WITH DOMED TOP,
PAINTED SAFETY YELLOW, TYP.
SURFACE
AREA
PERCENT
OF NET
GROSS OF WALL
159
N/A
NET OF WALL
144
N/A
NET CMU
144
100%
STANDING SEAM ROOF SYSTEM
NET: EXCLUDES ROOF FORMS, WINDOWS,
DOORS, AWNINGS AND SIMILAR FEATURES
INTEGRALLY COLORED SPLIT FACE 8"
CMU BLOCK. COLOR TO MATCH BRICK
ON BUILDINGS A - D; TO BE SELECTED
FROM MANUFACTURER'S STANDARD
OPTIONS, TYP.
4' - 0" TALL, 6" DIAMETER BOLLARD,
CONCRETE FILLED WITH DOMED TOP,
PAINTED SAFETY YELLOW, TYP.
FLOOR PLAN
0' - 0"
0
3
A3.F1
SOUTH ELEVATION - BUILDING F
A3.F1
PREFINISHED STANDING SEAM METAL ROOF WITH CLOSURES &
FLASHING ON:
•
30# FELT
•
OVER 5/8" T & G EXT. GRADE PLYWOOD
•
2x8 JOISTS & CROSS MEMBERS AS REQ'D, MAXIMUM OF
48" O.C.
•
SHEATH BOTTOM CHORDS WITH 5/8" EXT. GRADE
PLYWOOD AND FIBER CEMENT SOFFIT BOARD
•
WITH 2x2 PERIMETER TRIM AND 2x2 WOOD BATTEN
STRIPS AT ALL JOINTS; MAXIMUM OF 8' - 0" O.C., TYP.
•
ON CUT SPLIT FACE CMU, SLOPED TO MATCH ROOF PITCH
NOTE: TYPICAL THIS BUILDING, USE SMOOTH FACE
INTEGRALLY COLORED CMU BELOW FINISH FLOOR LINE
FOR SMOOTH EXT. SLAB TRANSITION & TYP. COLOR
WHERE EXPOSED TO VIEW DUE TO SLAB SLOPES.
T.O. ROOF
12' - 0"
ROOF BEARING
ELEV.
10' - 1 1/2"
PT 2x8 BLOCKING WITH
1/2" ANCHOR BOLTS @ 32"
O.C., SEE STRUC. FOR
BOND BEAMS
T.O. CMU
10' - 0"
BOND BEAM WITH #5 CONT.
SEE STRUC.
8" CMU, INTEGRALLY
COLORED SMOOTH
FACE. SEE EXT.
ELEVATIONS & FINISH
LEGEND FOR COURSING,
TYPES, & PATTERNS
4" CONCRETE SLAB
W/WELDED WIRE REINF.
ON VAPOR BARRIER AND
4" GRANULAR BASE - TYP.
COORD. W/ CIVIL FOR
EDGE OF SMOOTH FACED
CMU TO SLAB FOR
TRANSITIONS & DRAINAGE.
ALL EXT. CMU TO RECEIVE
CLEAR SEALER, SEE SPEC.
4' - 0" TALL, 6" DIAMETER
BOLLARD, CONCRETE
FILLED WITH DOMED TOP,
PAINTED SAFETY
YELLOW, TYP.
1/4" CONT. EXPANSION
MATERIAL, TYP. AT
PERIMETER WALLS
FLOOR PLAN
0' - 0"
SEE CIVIL & STRUC. FOR
SLAB & FOOTING; PLANS
FOR LOCATION OF GRAVEL
CONCRETE THICK SLAB,
SEE STRUC.
5
SECTION 1 - BUILDING F
1/4" = 1'-0"
4
6
4
6
A3.F1
2
A3.F1
1/4" = 1'-0"
8" CMU, INTEGRALLY
COLORED SPLIT FACE. SPLIT
FACE SURFACE TO FACE
EXTERIOR AND WRAP
AROUND CORNERS.
COVERED "INTERIOR" FACES
TO BE SMOOTH SEE EXT.
ELEVATIONS & FINISH
LEGEND FOR COURSING,
TYPES, & PATTERNS
1
0
1
2
4
6
WEST ELEVATION - BUILDING F
1/4" = 1'-0"
PREFINISHED STANDING SEAM METAL ROOF WITH CLOSURES &
FLASHING ON:
•
30# FELT
•
OVER 5/8" T & G EXT. GRADE PLYWOOD
•
2x8 JOISTS & CROSS MEMBERS AS REQ'D, MAXIMUM OF
48" O.C.
•
SHEATH BOTTOM CHORDS WITH 5/8" EXT. GRADE
PLYWOOD AND FIBER CEMENT SOFFIT BOARD
•
WITH 2x2 PERIMETER TRIM AND 2x2 WOOD BATTEN
STRIPS AT ALL JOINTS; MAXIMUM OF 8' - 0" O.C., TYP.
•
ON CUT SPLIT FACE CMU, SLOPED TO MATCH ROOF PITCH
6
5
7
A3.F1
A3.F1
A3.F1
NOTE: TYPICAL THIS BUILDING, USE SMOOTH FACE
INTEGRALLY COLORED CMU BELOW FINISH FLOOR LINE
FOR SMOOTH EXT. SLAB TRANSITION & TYP. COLOR
WHERE EXPOSED TO VIEW DUE TO SLAB SLOPES.
PREFINISHED STANDING SEAM METAL ROOF WITH CLOSURES &
FLASHING ON:
•
30# FELT
•
OVER 5/8" T & G EXT. GRADE PLYWOOD
•
2x8 JOISTS & CROSS MEMBERS AS REQ'D, MAXIMUM OF
48" O.C.
•
SHEATH BOTTOM CHORDS WITH 5/8" EXT. GRADE
PLYWOOD AND FIBER CEMENT SOFFIT BOARD
•
WITH 2x2 PERIMETER TRIM AND 2x2 WOOD BATTEN
STRIPS AT ALL JOINTS; MAXIMUM OF 8' - 0" O.C., TYP.
•
ON CUT SPLIT FACE CMU, SLOPED TO MATCH ROOF PITCH
8" CMU, INTEGRALLY
COLORED SMOOTH FACE. SEE
EXT. ELEVATIONS & FINISH
LEGEND FOR COURSING,
TYPES, & PATTERNS
ALL EXT. CMU TO RECEIVE CLEAR
SEALER, SEE SPEC.
8" CMU, INTEGRALLY
COLORED SMOOTH FACE. SEE
EXT. ELEVATIONS & FINISH
LEGEND FOR COURSING,
TYPES, & PATTERNS
ALL EXT. CMU TO RECEIVE CLEAR
SEALER, SEE SPEC.
4" CONCRETE SLAB W/WELDED
WIRE REINF. ON VAPOR BARRIER
AND 4" GRANULAR BASE - TYP.
COORD. W/ CIVIL FOR EDGE OF
SMOOTH FACED CMU TO SLAB
FOR TRANSITIONS & DRAINAGE.
CONCRETE THICK SLAB, SEE STRUC.
1/4" CONT. EXPANSION
MATERIAL, TYP. AT
PERIMETER WALLS
PT 2x8 BLOCKING WITH 1/2"
ANCHOR BOLTS @ 32" O.C.,
SEE STRUC. FOR BOND BEAMS
T.O. ROOF
12' - 0"
T.O. CMU
10' - 0"
BOND BEAM WITH #5 CONT.
SEE STRUC.
NOTE: TYPICAL THIS BUILDING, USE SMOOTH
FACE INTEGRALLY COLORED CMU BELOW FINISH
FLOOR LINE FOR SMOOTH EXT. SLAB TRANSITION
& TYP. COLOR WHERE EXPOSED TO VIEW DUE TO
SLAB SLOPES.
BOND BEAM WITH #5 CONT.
SEE STRUC.
T.O. ROOF
12' - 0"
ROOF BEARING
ELEV.
10' - 1 1/2"
PT 2x8 BLOCKING WITH 1/2"
ANCHOR BOLTS @ 32" O.C.,
SEE STRUC. FOR BOND BEAMS
8" CMU, INTEGRALLY COLORED SPLIT
FACE. SPLIT FACE SURFACE TO FACE
EXTERIOR AND WRAP AROUND
CORNERS. COVERED "INTERIOR"
FACES TO BE SMOOTH SEE EXT.
ELEVATIONS & FINISH LEGEND FOR
COURSING, TYPES, & PATTERNS
FLOOR PLAN
0' - 0"
4' - 0" TALL, 6" DIAMETER
BOLLARD, CONCRETE FILLED
WITH DOMED TOP, PAINTED
SAFETY YELLOW, TYP.
FLOOR PLAN
0' - 0"
SEE CIVIL & STRUC. FOR SLAB
& FOOTING; PLANS FOR
LOCATION OF GRAVEL
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
ROOF BEARING
ELEV.
10' - 1 1/2"
T.O. CMU
10' - 0"
8" CMU, INTEGRALLY COLORED SPLIT
FACE. SPLIT FACE SURFACE TO FACE
EXTERIOR AND WRAP AROUND
CORNERS. COVERED "INTERIOR"
FACES TO BE SMOOTH SEE EXT.
ELEVATIONS & FINISH LEGEND FOR
COURSING, TYPES, & PATTERNS
SHEET TITLE
1/4" CONT. EXPANSION MATERIAL,
TYP. AT PERIMETER WALLS
FLOOR PLAN
0' - 0"
4" CONCRETE SLAB W/WELDED
WIRE REINF. ON VAPOR BARRIER
AND 4" GRANULAR BASE - TYP.
COORD. W/ CIVIL FOR EDGE OF
SMOOTH FACED CMU TO SLAB
FOR TRANSITIONS & DRAINAGE.
ELEVATIONS &
SECTIONS BUILDING F
PROJECT NO.
SEE CIVIL & STRUC. FOR SLAB &
FOOTING; PLANS FOR LOCATION
OF GRAVEL
18062-3
7
SECTION 2 - BUILDING F
1/4" = 1'-0"
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
A3.F1
TENNESSEE
PERCENT
OF NET
T.O. ROOF
12' - 0"
ROOF BEARING
ELEV.
10' - 1 1/2"
T.O. CMU
10' - 0"
FRANKLIN
SURFACE
AREA
A3.F1
PREPARED FOR:
CITY OF FRANKLIN
BUILDING F - STORAGE SHED
A3.F1
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
T.O. ROOF
12' - 0"
ROOF BEARING
ELEV.
10' - 1 1/2"
T.O. CMU
10' - 0"
7
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
A3.F1
5
FREEDOM BALL FIELDS
6
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
1/4" = 1'-0"
1
1/4" = 1'-0"
SG
6
A3.F1
SECTION 3 - BUILDING F
1/4" = 1'-0"
SHEET NO.
A3.F1
CONDITION AT WALL/COLUMN
1/2" PREMOLDED JOINT FILLER
WITH 1" SEALANT AT TOP
BUILDING / CONCRETE PAD,
SEE STRUCTURAL DRAWINGS
*
HEAVY DUTY 4x4 METAL
SQUARE DOWNSPOUT
GROUT SOLID BELOW
GRADE, TYP.
CONC. SLAB ON GRADE,
SEE STRUC., TYP.
7' - 0" APRROX.
HEAVY DUTY CAST IRON
BOOT. TOP OF BOOT TO
BE APPROX. 6' - 0"
ABOVE GRADE OR
CONCRETE SIDEWALK,
SEE SPECS.
VAPOR RETARDER,
SEE STRUC., TYP.
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
4' - 0" MAX.
BOND BREAKER, SEE
STRUC., TYP.
3' - 6" MIN.
6" DIAMETER STEEL PIPE, PAINTED.
CONCRETE FILL WITH DOMED TOP
A - EXPANSION/ISOLATION JOINT
CONCRETE SIDEWALK - SEE CIVIL
BY SITE CONTRACTOR
T.O. SLAB ON GRADE
SEE CIVIL
CONCRETE SIDEWALK (SEE CIVIL DRAWINGS)
1/2" PREMOLDED JOINT FILLER
WITH 1" SEALANT AT TOP
DRAWINGS
BUILDING / CONCRETE PAD,
SEE STRUCTURAL DRAWINGS
LY
A3.00
1 1/2" = 1'-0"
2
A3.00
*
BOLLARD DETAIL
3/4" = 1'-0"
*
C - CONTROL JOINT
3
A3.00
JOINT DETAILS - TYPICAL
N.T.S.
*
SEE STRUCTURAL DRAWINGS
FOR MAX SPACING
TENNESSEE
FRANKLIN
1
FOUNDATION DOWNSPOUT CONNECTION
DETAIL
BUILDING / CONCRETE PAD,
SEE STRUCTURAL DRAWINGS
PREPARED FOR:
CITY OF FRANKLIN
DRAWINGS
1/4" W x 1/2" DEEP
CONTROL JOINT
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
SEE STRUCTURAL
B - EXPANSION JOINT
NOTE: CENTER OF BOLLARD TO BE IN LINE
WITH FACE OF CMU WALL, TYP.
BOLLARD LOCATIONS TO ADJUST BASED
ON BUILDING FOOTINGS.
COORDINATE FINAL PLACEMENT WITH
ARCHITECT PRIOR TO INSTALLATION.
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
SEE CIVIL DRAWINGS FOR
UNDERGROUND DRAINAGE
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
DAWINGS
SEE STRUCTURAL
1/2" REBAR ANCHOR 6" FROM
BOTTOM OF STEEL PIPE
FREEDOM BALL FIELDS
SEE STRUCTURAL
0' - 0"
SEE CIVIL
DRAWINGS FOR
TRUE ELEV.
BY BLDG. CONTRACTOR
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
SHEET TITLE
DETAILS - SITE &
FOUNDATION
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
SG
As
indicated
SHEET NO.
A3.00
NOTE:
1.
SEE PLANS & ELEVATIONS FOR
LOCATIONS, PANEL SIZE, CONFIG., &
HEIGHT OF GLASS BLOCK
2.
GLASS BLOCK MORTAR COLOR TO MATCH
ADJACENT CMU/ BRICK MORTAR
MORTAR MESH - FULL
AIRSPACE WIDTH
8" CMU BOND BEAM, SOLID GROUT
- SEE STRUC. FOR REINFORCEMENT, TYP.
THROUGH WALL FLASHING TERMINATE AT CMU GROUT
OUTSIDE
SEE PLAN
MORTAR MESH - FULL
AIRSPACE WIDTH
CMU BEYOND
8 x 8 HOLLOW GLASS BLOCK
WITH CHANNEL FRAME AND
SPACERS AS REQUIRED PER
MANUF. INSTALLATION SYSTEM
INSIDE
SEE PLAN
8" CMU, PAINTED AT INTERIOR
AS REQ'D. SEE STRUCTURAL
FOR REINFORCEMENT
EDGE OF WALL SYSTEM
BELOW (WHERE APPLICABLE):
•
3/4" FRT PLYWOOD UP
TO 8' - 0" A.F.F., PAINTED
AS SCHEDULED
•
ON 1X4 WD. FURRING @
16" O.C. - TYP
1
A3.10
PLAN DETAIL-GLASS BLOCK AT
PERPENDICULAR CMU WALL
5/8" PAINTED PLYWOOD CEILING WITH
EVENLY SPACED 1x2 BATTEN STRIPS
AT ALL PERIMETER LOCATIONS & ALL
PLYWOOD PANEL JOINTS
2 X 6 BLOCKING. FOR
CEILING ATTACHMENT
PLAN DETAIL - GLASS BLOCK JAMB
1 1/2" = 1'-0"
BEARING HEIGHT
T.O. SILL PLATE
2 X PERIMETER
TRIM, PAINT- @
SMOOTH FACE
BENT PLATE
BELOW
1/2" RADIUS EDGE, TYP.
1:12 SLOPE
8 x 8 HOLLOW GLASS BLOCK WITH
CHANNEL FRAME AND SPACERS
AS REQUIRED PER MANUF.
INSTALLATION SYSTEM
ARCH ELEV. VARIES,
SEE ELEVATION
A3.10
NOTE: IDENTIFICATION OF FIRE
BARRIERS SHALL BE PERMANENTLY
INSTALLED ABOVE ANY DECORATIVE
CEILING AND /OR IN CONCEALED
SPACES. THE LETTERING SHALL BE 2"
IN HEIGHT AND SPACED EVERY 12FT.
THE FOLLOWING WORDING IS
RECOMMENDED "(RATING)-HOUR FIRE
AND SMOKE BARRIER PROTECT ALL
OPENINGS" (TITLE 25 STATE FIRE
MARSHAL'S RULES AND REGULATIONS,
CHAPTER 120-3-3).
SECURED 9 1/2" FIBER GLASS BATT
INSUL. R-30, TYP. @ ALL CEILINGS.
FLAMESPREAD-25
SMOKE DEV. -50
SHIM TO FILL VOID
5/8" PAINTED PLYWOOD CEILING WITH
EVENLY SPACED 1x2 BATTEN STRIPS
AT ALL PERIMETER LOCATIONS & ALL
PLYWOOD PANEL JOINTS
8" CMU - SEE
STRUCTURE.
PAINTED AS
SCHEDULED, TYP.
1:12 SLOPE
1" MIN.
CONT. CAULKING & BACKER ROD
AT ALL JOINTS, TYP.
BENT PLATE WITH STUD SEE STRUCTURAL
SECTION - GLASS BLOCK AT EXT. WALL
1 1/2" = 1'-0"
PROVIDE 25-GA MIN. 2 1/2" DEEP METAL
SLIP CONNECTION ANGLE WITH
SLOTTED SLIP ANCHOR TO ALLOW FOR
3/4" DEFLECTION AT PARTITION HEAD
(BASIS OF DESIGN TO BE VERTICLIP-250)
BEARING HEIGHT
T.O. SILL PLATE
2 X PERIMETER
TRIM, PAINT-@
SMOOTH FACE
ARCH ELEV. VARIES
SEE ELEVATION
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
1/2" RADIUS EDGE, TYP.
2 1/4" PRECAST CONCRETE SILL, TYP.
W/ WATER REPELLANT SEALER
8 x 8 HOLLOW GLASS BLOCK WITH
CHANNEL FRAME AND SPACERS
AS REQUIRED PER MANUF.
INSTALLATION SYSTEM
DRIP EDGE
CONT. CAULKING & BACKER ROD
AT ALL JOINTS, TYP.
BENT PLATE WITH STUD SEE STRUCTURAL
DRIP EDGE
SPECIAL SHAPE CUT 8" BLOCK
AT GLASS BLOCK SILL
3
SEE PLAN
2 1/4" PRECAST CONCRETE SILL, TYP.SPECIAL SHAPE CUT 8" BLOCK
W/ WATER REPELLANT SEALER
AT GLASS BLOCK SILL
0' - 8 3/4"
A3.10
NOTE: IDENTIFICATION OF FIRE
BARRIERS SHALL BE PERMANENTLY
INSTALLED ABOVE ANY DECORATIVE
CEILING AND /OR IN CONCEALED
SPACES. THE LETTERING SHALL BE 2"
IN HEIGHT AND SPACED EVERY 12FT.
THE FOLLOWING WORDING IS
RECOMMENDED "(RATING)-HOUR FIRE
AND SMOKE BARRIER PROTECT ALL
OPENINGS" (TITLE 25 STATE FIRE
MARSHAL'S RULES AND REGULATIONS,
CHAPTER 120-3-3).
PRECAST CONCRETE
SILL BELOW
OUTSIDE
BRICK VENEER
WALL SYSTEM
2
1 1/2" = 1'-0"
9 1/2" R-30 FIBER GLASS BATT
INSUL. @ ALL CEILINGS TYP.
FLAMESPREAD-25
SMOKE DEV. -50
4" HOLLOW GLASS
BLOCK, INSTALL
PER MANUF. REQ.
CONT. SILL FLASHING
WITH END DAM
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
INSIDE
THROUGH WALL FLASHING
OVER OPENING, SEAL BOTH
SIDE, ALL AROUND
0' - 2 1/4"
CONT. SEALANT &
BACKER ROD AT
ALL FRAME/WALL
JOINT, TYP.
BENT PLATE, PAINTED SEE STRUCTURAL
PERIMETER CHANNEL AS REQUIRED
PER MANUF. INSTALLATION SYSTEM
W/ CONT. SEAL BOTH SIDES ALL
AROUND, TYP.
CONT. SILL FLASHING
WITH END DAM
MORTAR MESH - FULL
AIRSPACE WIDTH
COLOR MATCH SEALANT ON
BOTH SIDE, ALL AROUND
4" H.M. FRAME HEADER,
GROUT FILLED
INSULATED METAL DOOR SEE DOOR SCHEDULE
WEEPS @ 2'-0" O.C.
THROUGH WALL FLASHING TERMINATE AT CMU GROUT
BENT PLATE, PAINTED SEE STRUCTURAL
THROUGH WALL FLASHING
OVER OPENING, SEAL BOTH
SIDE, ALL AROUND
4
A3.10
SECTION - GLASS BLOCK AT EXT. WALL
1 1/2" = 1'-0"
SHIM TO
FILL VOID
PT 2x8 BLOCKING W/ 1/2" ANCHOR
BOLTS @32" O.C., SEE STRUC. FOR
BOND BEAMS
PT 2x8 BLOCKING W/ 1/2" ANCHOR
BOLTS @32" O.C., SEE STRUC.
SUBMITTALS / REVISIONS
NO
4" CONCRETE SLAB ON GRADE W/
VAPOR BARRIER & GRANULAR BASE.
THICKENED SLAB AT INTERIOR CMU
WALL, SEE STRUCTURE.
4" CONCRETE SLAB ON
GRADE W/ VAPOR BARRIER &
GRANULAR BASE. THICKENED
SLAB AT INTERIOR CMU
WALL, SEE STRUCTURE.
FLOORING FINISH,
SEE FINISH PLANS
TENNESSEE
EDGE OF CMU
WALL BELOW
INSIDE
FRANKLIN
CONT. SEAL,
BOTH SIDES OF
3/8" EXP. STRIP
CMU BEYOND
PREPARED FOR:
CITY OF FRANKLIN
INSIDE
SEE PLAN
THROUGH WALL FLASHING
OVER OPENING, SEAL BOTH
SIDE, ALL AROUND
0' - 2 1/4"
LINE OF CMU
BEYOND
LY
8" CMU, PAINTED AT
INTERIOR AS REQ'D.
SEE STRUCTURAL FOR
REINFORCEMENT
BENT PLATE, PAINTED SEE STRUCTURAL
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
THROUGH WALL FLASHING TERMINATE AT CMU GROUT
PERIMETER CHANNEL AS REQUIRED
PER MANUF. INSTALLATION SYSTEM
W/ CONT. SEAL BOTH SIDES ALL
AROUND, TYP.
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
WEEPS @ 2'-0" O.C.
BOND BEAM, SEE STRUC.
0' - 4"
OUTSIDE
WEEPS @ 2'-0" O.C.
FREEDOM BALL FIELDS
NOTE:
1.
SEE PLANS & ELEVATIONS FOR
LOCATIONS, PANEL SIZE, CONFIG., &
HEIGHT OF GLASS BLOCK
2.
GLASS BLOCK MORTAR COLOR TO MATCH
ADJACENT CMU/ BRICK MORTAR
PRECAST CONCRETE SILL BELOW
OUTSIDE
DATE
DESCRIPTION
8" CMU - SEE STRUCTURE.
PAINTED AS SCHEDULED, TYP.
FLOORING FINISH,
SEE FINISH PLANS
FIN. FLOOR
FIN. FLOOR
ARCH ELEV. 0'-0"
ARCH ELEV. 0'-0"
SHEET TITLE
DETAILS - PLAN
AND WALL
DETAILS
PROJECT NO.
18062-3
02/25/2021
DRAWN BY
SCALE
AS, DA
5
A3.10
TYP. INTERIOR WALL SECTION - PARTITION
PARALLEL TO TRUSS
1" = 1'-0"
6
A3.10
TYP. INTERIOR WALL SECTION - PARTITION
PERPENDICULAR TO TRUSS
1" = 1'-0"
DATE
CHECKED BY
SG
As
indicated
SHEET NO.
A3.10
FIBERGLASS BATT. INSULATION
FLAMESPREAD RATING - 15
SMOKE DEVELOPMENT RATING - 0
8" CMU, PAINTED SEE STRUCTURE
BOND BEAM - SEE STRUC.
MORTAR MESH - FULL AIRSPACE WIDTH
CONT. SEALANT, TYP.
EXTEND UP TO CMU &
TERMINATE IN GROUT JOINT
PROVIDE VAPOR RETARDER WITH TRANSMISSION
RATE NOT EXCEEDING 1 PERM PER ASTM E96 ON
"WARM" SIDE OF INSULATION
COILING SHUTTER
HOOD-ACCESS PANELINTERIOR SIDE
INTERIOR
EXTERIOR
4"HEAD x 4-3/4" SINGLE
RABBET FRAMESGROUT FILLED
MORTAR MESH - FULL AIRSPACE WIDTH
8" CMU BOND BEAM, GROUT FILL, SEE STRUCTURE
WEEPS @ 2'-0" O.C.
STEEL ANGLE MOUNTED TO SHUTTER HOOD AND
CMU WALL
STAINLESS STEEL FLASHING TERMINATE AT CMU GROUT
0' - 10"
ADA HEIGHT CONCESSION WINDOW WITH 1/4"
TEMPERED GLAZING SET IN H.M. FRAME/ STOPS - SEAL.
WRAP AND RETURN COUNTER TO WALL, PROVIDE BLOCKING
AS REQUIRED FOR COUNTER EXTRUSION, SEAL ALL EDGES
HEAD
7' - 4"
STAINLESS STEEL COUNTERTOP, CONTINUOUS TO
EXTERIOR, ON FINISH GRADE PLYWOOD TO THE
EXTERIOR, APA RATED A-C FINISH ON EXPOSED SIDES.
TURN DOWN & UNDER, PROVIDE STAINLESS STEEL TRIM
AT ALL OPEN ENDS, WRAP AT COUNTER END.
CASEWORK BEYOND
THROUGH WALL FLASHING WITH END DAMS - GROUT
SOLID BELOW FLASHING - TERMINATE AT CMU GROUT
2' - 10" MAX.
2' - 8" TO
8" SMOOTH FACE CMU, PAINTED AS SCHEDULED AT
INTERIOR, TYP. WHERE EXPOSED
T.O. BOND BEAM
2x4 BLOCKING, PAINTED
A3.20
1 1/2" = 1'-0"
EXTERIOR
NOTE: TYPICAL ALL BUILDINGS, USE SMOOTH
FACE CMU BELOW FINISH FLOOR LINE FOR
SMOOTH EXT. SLAB TRANSITION & TYP. COLOR
WHERE EXPOSED TO VIEW DUE TO SLAB SLOPES.
4" CONCRETE SLAB WIH WELDED WIRE REINF. ON
VAPOR BARRIER AND 4" GRANULAR BASE - TYP.
2" (R-10) PERIMETER RIGID
INSULATION WITH WEATHER
RESISTANT PROTECTIVE COVERING
RETURNED FACE OF S.S. AND ATTACHED
TO UNDERSIDE OF COUNTER
RETURN THE SS AROUND THE SIDE, FACE
AND BOTTOM OF WOOD SHELF. WELD ALL
SEAMS. ALL CONNECTIONS ON UNDERSIDE
TO BE FLUSH AND SMOOTH.
1/2" EXPANSION MATERIAL, TYP. ALL BUILDINGS
TO EXT. SLABS. SEE CIVIL
COORD. W/ CIVIL FOR EDGE OF SMOOTH FACED
CMU TO SLAB FOR TRANSITIONS & DRAINAGE.
8" CMU BELOW GRADE, GROUT FILL & PROVIDE
BITUMINOUS DAMPPROOFING ON CMU FACE, SEE SPECS.
INTERIOR
BRICK VENEER WALL SYSTEM:
•
8" CMU, DAMP PROOFING
•
2" (R-10) CONITINOUS RIGID INSULATION
•
2" AIR SPACE
•
4" BRICK VENEER WITH ADJUSTABLE TIES @16" O.C.
MAX. HORIZONTALLY & VERTICALLY
-SEE STRUCTURE
#30 FELT BOND BREAK
A3.20
2
SECTION AT TYP. CONCESSION WINDOW/
COILING COUNTER SHELTER-HEAD/JAMB
TOP OF CMU
ELEV.
2' - 8"
2x4 BLOCKING AS REQUIRED
3/4" & 1/2" PLYWOOD ON 2 X 4 BLOCKING
1
COORD. CMU AND PRECAST JAMBS DIMS. AND CONSTRUCTION W/
PLANS, DETAILS, & ELEVATIONS, TYP.
BETWEEN JAMBS MOUNTED OVERHEAD
COILING COUNTER SHUTTER WITH FACTORY
FINISH HOOD, SEE 2/A3.20
PT 2x8 & SET IN GROUT FILL CMU WITH
COUNTERSUNK 1/2" DIAMETER ANCHOR BOLTS
AT 24" O.C. WITH CONT. LENGTH STAINLESS
STEEL WRAP SHELF. HEM ALL EXPOSED AND
UNDERSIDE EDGES.
H.M. FRAME, GROUT FILLED
INSIDE
JAMB
WALL BEYOND
3' - 3 3/4"
4' - 8" R.O.
TRACKLESS ALUM. SLIDING WINDOW & 2" HM. FRAME W/ 4" HEAD
GROUT SOLID AROUND MASONRY OPENING
STAINLESS STEEL COUNTER
SURFACE BELOW
FREEDOM BALL FIELDS
GROUT FILLED 4" H.M. FRAME HEAD
COUNTER SHUTTER JAMB,
COORD. GUIDE & O.H. SHUTTER
DIMS W/ MANUF.
& H.M. FRAME INSTALLATION
WALL BEYOND
DRIP FLASHING OVER SHUTTER HOOD
0' - 4 1/4"
ALUM OVERHEAD COILING COUNTER SHUTTER, JAMB
MOUNTED W/ INTERIOR SIDE KEY LOCK OFFSET
FIELD APPLIED ALUM STOP
(TYPICAL)PROTECT HM SIDE W/
BITUMINOUS PAINT OR TAPE
BENT PLATE, PAINTED - SEE STRUCTURAL
CONT. SEAL ST. STL. TO
ADJACENT MATERIALS.
OUTSIDE
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
AIR CURTAIN, SEE MECH.
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
2x2 ALUM. ANGLE CLOSER AROUND ALL
SIDES OF COILING DOOR HEAD W/DRIP
FLASHING OVER SHUTTER HOOD
INSIDE
1/4" THREADED ROD HANGER FOR AIR CURTAIN, SEE MECH.
TRACKLESS CONCESSIONS
SLIDING WINDOW W/ TEMP
GLAZING SET WITHIN H.M. FRAME
BENT PLATE LINTEL, PAINTED PROVIDE 1/2" BETWEEN BRICK FACE
AND BENT PLATE - SEE STRUCTURAL
SEE STRUC. FOR SLAB & FOOTING & PLANS FOR
LOCATION OF GRAVEL
WALL SECTION AT CONCESSION WINDOW
3
A3.20
3/4" = 1'-0"
DETAIL AT CONCESSION STAND COUNTER
1 1/2" = 1'-0"
CONCESSION WINDOW
4" SKIRT AND 2x SUPPORT
BRACING AS REQUIRED - SEE
CASEWORK SCHEDULE FOR
ADDITIONAL INFORMATION.
STAINLESS STEEL COUNTER,
CONTINUOUS TO EXTERIOR,
WRAP AT COUNTER END
CAVITY SEAL
VENEER ANCHOR
2" AIR GAP
8" CMU, PAINTED WHERE
EXPOSED, TYP.
#30 FELT BOND BREAK
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
COLOR MATCH SEALANT
WITH BACKER ROD
BRICK VENEER SYSTEM
WEEPS @ 2'-0" O.C.
SEE FLOOR PLAN FOR WALL
ASSEMBLY, PROVIDE WOOD
BLOCKING WHERE NECESSARY
2x PT BLOCKING
AS REQUIRED
STAINLESS STEEL FLASHING
WITH END DAMS - GROUT
SOLID BELOW FLASHING TERMINATE AT CMU GROUT
0' - 0 3/4"
2' - 10"
1' - 6"
0' - 4"
1/2" PLYWD. & 2X BLOCKING
2' - 10" MAX.
•
WALL BEYOND
HORIZONTAL SLIDING
TRANSACTION WINDOW
0' - 0 3/4"
0' - 0 1/2"
•
WRAP & RETURN
STAINLESS STEEL
AT COUNTER END
0' - 4 1/2"
•
3/4" PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" EDGE
TREATMENT AND 4" BACKSPLASH, COLOR & FINISH AS NOTED IN
SCHEDULES, DRAWINGS, & SPECS.
3/4" FINISH GRADE PLYWOOD APA RATED A-C EXT WITH "A" FACE
EXPOSED FOR PAINTING FOR BASE CABINETS (DOORS,
DRAWERS, SIDE/END PANELS). COLOR & FINISH AS NOTED IN
SCHEDULES, DRAWINGS, & SPECS.
3/4" FINISH GRADE PLYWOOD APA RATED A-C EXT WITH "A" FACE
EXPOSED FOR PAINTING FOR SUPPORT BRACKETS, COLOR &
FINISH AS NOTED IN SCHEDULES, DRAWINGS, & SPECS.
3/4" FINISH GRADE PLYWOOD APA RATED A-C EXT WITH "A" FACE
EXPOSED FOR PAINTING FOR UPPER CABINETS, COLOR & FINISH
AS NOTED IN SCHEDULES, DRAWINGS, & SPECS.
2x4 SUPPORTS AT
PERIMETER OF OPENING
FINISH GRADE APA RATED A-C
FINISH PLYWOOD
2" MIN
FACE OF CASEWORK BEYOND
4" MAX.
2' - 1" APPROX.
0' - 7 5/8"
0' - 0 1/2"
0' - 4"
•
2 x 8 WOOD SILL PLATE,
COUNTERSUNK BOLTED
TO CMU WALL
0' - 3 1/2"
CONCESSION CASEWORK FINISHES:
TO T.O. WORKSURFACE
4" BACKSPLASH,
TYP, UNO
SHEET TITLE
DETAILS CONCESSION
WINDOW
PROJECT NO.
18062-3
SCALE
AS, DA
CHECKED BY
A3.20
CONCESSION CASEWORK DETAIL
1 1/2" = 1'-0"
5
A3.20
DETAIL AT CONCESSION WINDOW-CMU WALL
1 1/2" = 1'-0"
6
A3.20
CONCESSION COUNTER DETAIL
3" = 1'-0"
DATE
02/25/2021
DRAWN BY
1/2" EXPANSION MATERIAL, TYP. ALL
BUILDINGS TO EXT. SLABS. SEE CIVIL
4
TENNESSEE
BRICK VENEER WALL SYSTEM
DASHED LINES OF HOOD ABOVE.
COORD. INSTALLATION
REQUIREMENTS & DIMENSIONS
WITH ALL ADJACENT TRADES, TYP.
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
1/2" PLYWOOD CEILING PAINTED W/ 1 X 2 WD.
TRIM AT ALL PANEL JOINTS & 2 X 2
PERIMETER WD. TRIM, PAINTED, TYP.
STAINLESS STEEL
COUNTER SURFACE BELOW
OUTSIDE
LY
BATT INSULATION R:38, TYP.
AT ALL CEILINGS THIS BLDG.
FRANKLIN
SEE STRUCT. FOR
TRUSS INFORMATION
COILING SHUTTER GUIDE AT JAMB,
SECURE TO CMU WALL
VERIFY WITH PLANS
PREPARED FOR:
CITY OF FRANKLIN
ALL EXT. CMU TO RECEIVE CLEAR SEALER, SEE SPEC.
M.O.
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
INSUL. FOAM FILL ALL EXT. CMU WALLS FLAMESPREAD
RATING - 0
SMOKE DEVELOPMENT RATING - 5
BRICK VENEER WALL SYSTEM:
•
8" CMU, DAMP PROOFING
•
2" (R-10) CONITINOUS RIGID INSULATION
•
2" AIR SPACE
•
4" BRICK VENEER WITH ADJUSTABLE
TIES @16" O.C. MAX. HORIZONTALLY &
VERTICALLY
-SEE STRUCTURE
SG
As
indicated
SHEET NO.
A3.20
3' - 2"
0' - 1 1/4"
0' - 1 1/4"
6X6 STEEL TUBE COLUMN,
POWDER COATED - SEE
STRUCTURE
LINE OF PRECAST CONC. CAP,
ABOVE
2' - 11 5/8"
2
Sim
•
•
A3.30
•
COLUMN WRAP
8" SMOOTH FACE CMU W/
DAMPPROOFING
AIR SPACE
4" BRICK VENEER WITH ADJUSTABLE
TIES @16" O.C. MAX HORIZONTALLY &
VERTICALLY
- SEE STRUC. FOR REINFORCEMENT
•
•
•
•
8" SMOOTH FACE CMU W/
DAMPPROOFING
AIR SPACE
4" BRICK VENEER WITH ADJUSTABLE
TIES @16" O.C. MAX HORIZONTALLY &
VERTICALLY
- SEE STRUC. FOR REINFORCEMENT
A3.30
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
0' - 1 1/4"
6X6 STEEL TUBE COLUMN, POWDER
COATED - SEE STRUCTURE
0' - 1 1/4"
Sim
4
PROVIDE 1/2" DIA. STAINLESS STL.
DOWEL SET IN SOLID GROUT &
EPOXIED IN PRECAST CAP, TYP.
COLUMN TIES SPACED AT 16"
VERTICALLY, TYP.
PROVIDE 1/2" DIA. STAINLESS STL.
DOWEL SET IN SOLID GROUT &
EPOXIED IN PRECAST CAP, TYP.
COLUMN WRAP SECTION
0' - 1 1/4"
COLUMN TIES SPACED AT
16" VERTICALLY, TYP.
COLUMN WRAP
•
2' - 0"
2' - 11 5/8"
0' - 1 1/4"
3' - 2"
0' - 1 1/4"
2' - 11 5/8"
2' - 0"
2' - 1 1/4"
0' - 1 1/4"
COLUMN WRAP SECTION
3' - 2"
2' - 0"
EQ
3/8" TYP.
3/8" TYP.
4" PRECAST CONCRETE CAP
LY
6X6 STEEL TUBE COLUMN WITH
TRIM ENCLOSURE , POWDER
COATED - SEE STRUCTURE
PRECAST CAP
COLUMN WRAP DETAIL
3
A3.30
1" = 1'-0"
CONT. CAULKING & BACKER ROD
AT ALL JOINTS, TYP.
4" PRECAST CONCRETE CAP, TYP.
W/ WATER REPELLANT SEALER
1:12 SLOPE
1:12 SLOPE
1/2" RADIUS EDGE, TYP.
PILASTER WRAP DETAIL
1" = 1'-0"
CONT. CAULKING & BACKER ROD
AT ALL JOINTS, TYP.
4" PRECAST CONCRETE CAP, TYP.
W/ WATER REPELLANT SEALER
PRECAST CONCRETE CAP, TYP.
W/ WATER REPELLANT SEALER
1/2" RADIUS EDGE, TYP.
1:12 SLOPE
L ANGLE SUPPORT
DRIP EDGE
DRIP EDGE
2' - 0"
1" MIN.
1/2" DIA. STAINLESS STL. DOWEL
SET IN SOLID GROUT & EPOXIED
IN PRECAST CAP
STEEL COLUMN WITH TIES, POWDER
COATED - SEE STRUCTURE
1' - 4"
5' - 4"
8" CMU - SEE STRUCTURAL FOR
REINFORCEMENT
ADJUSTABLE TIES @16" O.C. MAX
HORIZONTALLY & VERTICALLY
STEEL COLUMN WITH TIES, POWDER
COATED - SEE STRUCTURE
8" CMU - SEE STRUCTURAL FOR
REINFORCEMENT
ADJUSTABLE TIES @16" O.C. MAX
HORIZONTALLY & VERTICALLY
AIR SPACE
AIR SPACE
BRICK VENEER W/ VERTICAL STACK BOND
PATTERN, ACCENT COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
BRICK VENEER W/ RUNNING BOND
PATTERN, PRIMARY COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
2' - 0"
BRICK VENEER WALL SYSTEM:
•
8" CMU, DAMP PROOFING
•
2" (R-10) CONITINOUS
RIGID INSULATION
•
2" AIR SPACE
•
4" BRICK VENEER WITH
ADJUSTABLE TIES @16"
O.C. MAX HORIZONTALLY &
VERTICALLY
-SEE STRUCTURE
1/2" DIA. STAINLESS STL. DOWEL
SET IN SOLID GROUT & EPOXIED
IN PRECAST CAP
8" CMU WITH COLUMN TIES SPACED AT 16"
VERTICALLY, TYP. - SEE STRUCTURE.
#30 FELT BOND BREAK SEE STRUCTURE
CONCRETE SLAB W/POLY
VAPOR BARRIER OVER
COMPACTED GRAVEL - SEE
STRUCTURAL
BRICK VENEER W/ VERTICAL STACK BOND
PATTERN, ACCENT COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
TENNESSEE
FACE OF BRICK BELOW
FRANKLIN
0' - 0 3/8"
1:12
SLOPE
PREPARED FOR:
CITY OF FRANKLIN
A3.30
1:12
SLOPE
FREEDOM BALL FIELDS
1
COLOR MATCH SEALANT AND
BACKER ROD AT ALL JOINTS
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
PRECAST CAP
1' - 3 5/8"
1:12
SLOPE
6X6 STEEL TUBE COLUMN WITH TRIM
ENCLOSURE , POWDER COATED SEE STRUCTURE
0' - 6"
1:12
SLOPE
1:12
SLOPE
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
0' - 0 3/8"
1:12
SLOPE
3' - 2"
COLOR MATCH SEALANT AND
BACKER ROD AT ALL JOINTS
0' - 0 3/8"
1' - 3 5/8"
0' - 0 3/8"
FACE OF BRICK BELOW
1:12
SLOPE
0' - 6"
1' - 3 5/8"
4" PRECAST CONCRETE CAP
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
EQ
1' - 3 5/8"
3' - 2"
2' - 1 1/4"
LINE OF PRECAST CONC.
CAP, ABOVE
BRICK VENEER W/ RUNNING BOND
PATTERN, PRIMARY COLOR. COLOR TO
MATCH ADJACENT SCHOOL BUILDINGS.
8" CMU WITH COLUMN TIES SPACED AT 16"
VERTICALLY, TYP. - SEE STRUCTURE.
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
MORTAR MESH - FULL
AIRSPACE WIDTH
MORTAR MESH - FULL
AIRSPACE WIDTH
WEEPS @ 16" O.C.
WEEPS @ 16" O.C.
SS FLASHING - TERMINATE AT CMU GROUT
SS FLASHING - TERMINATE AT CMU GROUT
1/2" CONTINUOUS EXPANSION
JOINT MATERIAL,TYP.
1/2" CONTINUOUS EXPANSION
JOINT MATERIAL,TYP.
2' - 0"
SHEET TITLE
SOLID GROUT FILL
BETWEEN COLUMN AND
CMU BELOW GRADE
2
A3.30
COLUMN WRAP SECTION
1" = 1'-0"
6" CMU BELOW GRADE, SOLID
GROUT FILL - APPLY
BITUMINOUS DAMPPROOFING
6" CMU BELOW GRADE, SOLID
GROUT FILL - APPLY
BITUMINOUS DAMPPROOFING
8" CMU BELOW GRADE,
SOLID GROUT FILL
8" CMU BELOW GRADE,
SOLID GROUT FILL
2" (R-10) PERIMETER RIGID
INSULATION WITH
WEATHER RESISTANT
PROTECTIVE COVERING
CONCRETE FOOTING, APPLY
BITUMINOUS
DAMPPROOFING ON CONC.
- SEE STRUCTURE
4
A3.30
PILASTER WRAP SECTION
1" = 1'-0"
SOLID GROUT FILL
BETWEEN COLUMN AND
CMU BELOW GRADE
CONCRETE FOOTING, APPLY
BITUMINOUS
DAMPPROOFING ON CONC.
- SEE STRUCTURE
DETAILS COLUMN WRAP
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
1" = 1'-0"
SG
SHEET NO.
A3.30
12" R-38 INSULATION WITH VAPOR
RETARDER AND GALVANIZED
HEXAGONAL MESH
12" R-38 INSULATION WITH VAPOR
RETARDER AND GALVANIZED
HEXAGONAL MESH
2X6 CEILING RAFTERS FRAMING
W/ JOIST HANGER - ALIGN WITH
ROOF TRUSSES ABOVE , TYP.
2X8 P.T. PERIMETER
LEDGE PLATE
1/2" PLYWOOD CEILING, W/ 1X2
BATTEN AT ALL PANEL JOINTS & 2X2
PERIMETER TRIM, PAINTED AS
SCHEDULED, TYP.
PERPENDICULAR TO ROOF TRUSSES
1/2" PLYWOOD CEILING, W/ 1X2
BATTEN AT ALL PANEL JOINTS & 2X2
PERIMETER TRIM, PAINTED AS
SCHEDULED, TYP.
PRE-ENGINEERED
ROOF TRUSSES/
CEILING JOISTS, TYP.
PRE-ENGINEERED ROOF
TRUSSES - SEE STRUCTURE
12" R-38 INSULATION WITH VAPOR
RETARDER AND GALVANIZED
HEXAGONAL MESH
OPEN
12" R-38 INSULATION WITH
VAPOR RETARDER
2 (2X6) HEADER, TYP.
3
Sim
A3.60
22" x 30" PLYWOOD ATTIC
ACCESS PANEL WITH 6" RIGID
INSULATION BACKING.
22" x 30" PLYWOOD ATTIC
ACCESS PANEL WITH 6" RIGID
INSULATION BACKING.
2 (2X) HEADER, TYP.
1X4 TRIM W/ 1" LIP AT ALL
SIDES OF PANEL
AT ROOF TRUSSES
2
A3.60
TYP. FRAMING AT ATTIC ACCESS - PLAN
1" = 1'-0"
3
A3.60
AT CEILING
22" x 30" PLYWOOD ATTIC
ACCESS PANEL WITH 6" RIGID
INSULATION BACKING.
1X4 TRIM W/ 1" LIP AT ALL
SIDES OF PANEL
2 (2X6) HEADER, TYP.
FRANKLIN
PRE-ENGINEERED ROOF
TRUSSES - SEE STRUCTURE
TENNESSEE
FOR RATED CEILING LOCATIONS AS
INDICATED ON RCP PLAN, PROVIDE
1/2" TYPE X GYP BOARD, PAINTED AS
SCHEDULED, TYP.
PREPARED FOR:
CITY OF FRANKLIN
1" = 1'-0"
2X8 P.T. PERIMETER
LEDGE PLATE
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
FOR RATED CEILING LOCATIONS AS
INDICATED ON RCP PLAN, PROVIDE
1/2" TYPE X GYP BOARD, PAINTED AS
SCHEDULED, TYP.
2X4 VERTICAL SUPPORT AT
48" MAX. W/ JOIST HANGER
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
A3.60
TYP. FRAMING AT CEILING
2X8 P.T. TOP PLATE AND
ANCHOR BOLT SET IN GROUT
SOLID 8" CMU BOND BEAM
- SEE STRUCTURE
FREEDOM BALL FIELDS
1
2X8 P.T. TOP PLATE AND
ANCHOR BOLT SET IN GROUT
SOLID 8" CMU BOND BEAM
- SEE STRUCTURE
LY
PARALLEL TO ROOF TRUSSES
2X4 VERTICAL SUPPORT AT
48" MAX. EACH WAY
PRE-ENGINEERED ROOF
TRUSSES - SEE STRUCTURE
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
2X6 CEILING RAFTERS FRAMING
W/ JOIST HANGER - ALIGN WITH
ROOF TRUSSES ABOVE , TYP.
PRE-ENGINEERED ROOF
TRUSSES - SEE STRUCTURE
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
TYP. FRAMING AT ATTIC ACCESS - SECTION
1 1/2" = 1'-0"
SHEET TITLE
DETAILS CEILING DETAILS
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
SG
As
indicated
SHEET NO.
A3.60
REFLECTED CEILING LEGEND
A
B
22" x 36" PLYWOOD ATTIC ACCESS
PANEL WITH RIGID INSULATION
BACKING. SEE DETAILS, TYP.
C
SURFACE MOUNTED DOWNLIGHT
2' x 2' LIGHT; RECESS UNITS AT A.C.T., TYP.
12' - 1"
2' x 4' LIGHT; RECESS UNITS AT A.C.T., TYP.
8' LINEAR LIGHT
RECESSED 2' x 2' SUPPLY GRILLE
1
RECESSED 2' x 2' RETURN GRILLE
M
12' - 1"
MOTION SENSOR
WALL PACK
13
SD
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
13
SMOKE DETECTOR
12' - 1"
DATA OUTLET
1/2" GYP. BD., PAINTED AS
SCHEDULED
12' - 1"
12' - 1"
12' - 1"
10' - 0"
1/2" FINISH GRADE PLYWOOD,
PAINTED AS SCHEDULED
CEILING FAN
ACCESS HATCH
13
10' - 0"
FOR PERFORATED SOFFIT VENT LOCATIONS AS INDICATED ON PLANS.
PROVIDE 1/2" PLYWOOD, FASTENED TO UNDERSIDE OF ROOF TRUSS,
WITH CONTINUOUS 3" GAP NEAR EXTERIOR EDGE (AT PERFORATIONS).
STAPLE INSECT SCREEN ACROSS OPENING IN PLYWOOD. COORDINATE
OPENING WITH 1/4" CONTINUOUS VENTED CEMENTITIOUS SOFFIT PANEL,
AFFIXED TO PLYWOOD. PROVIDE 1x2 BATTEN TRIM SPACED EVENLY AT
4' - 0" MAX. & AT ALL JOINTS. PROVIDE 2x2 BATTEN TRIM AT ALL
PERIMETER LOCATIONS. ALL TRIM COLOR TO MATCH SOFFIT, TYP.
6.
ALL FLASHINGS AND COUNTERFLASHINGS SHALL HAVE FACTORY FINISH
TO MATCH ROOFING. FIELD REPAIR FINISH AS REQUIRED.
7.
ALL ATTIC LOUVERS FACTORY FINISHED TO MATCH CEMENTITIOUS
SIDING COLOR.
8.
PROVIDE 1x4 PAINTED TRIM BOARDS AT ALL CEILING PENETRATIONS.
COLOR TO MATCH SURFACE AT MOUNTING LOCATION, TYP.
9.
PROVIDE 1x4 PAINTED TRIM BOARDS AT ALL EXTERIOR SOFFIT AND
CUPOLA PENETRATIONS. COLOR TO MATCH SURFACE AT MOUNTING
LOCATION, TYP.
A
0' - 6"
MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT SHOWN FOR
REFERENCE. REFER TO DISCIPLINE DRAWINGS FOR ADDITIONAL
INFORMATION.
SEAL ALL PENETRATIONS OF CONDUIT, MECHANICAL DUCT WORK,
PIPING, ETC. IN ALL SUBSTRATES, INTERIOR AND EXTERIOR WALLS,
CEILINGS, FLOORS, AND ROOFS.
ALL EXPOSED STEEL TO BE POWDER COATED. COLOR TO BE SELECTED
FROM MANUFACTURER'S STANDARD COLOR OPTIONS.
SEE MECHANICAL & PLUMBING DRAWINGS FOR ALL FACTORY PRIMED,
FINISHED WATERTIGHT ROOF PENETRATIONS, PAINTED TO MATCH ROOF.
6.
ALL FLASHINGS AND COUNTERFLASHINGS SHALL HAVE FACTORY FINISH
TO MATCH ROOFING. FIELD REPAIR FINISH AS REQUIRED.
7.
ALL GUTTERS & DOWNSPOUTS TO BE HEAVY DUTY, FACTORY FINISHED,
COLOR TO MATCH FASCIA / TRIM. DOWNSPOUTS ARE TO "FOLLOW" THE
CONTOUR OF VERTICAL BUILDING ELEMENTS AND ARE TO BE NO MORE
THAN 3" FROM ADJACENT MATERIAL FACE AT ANY TIME. PROVIDE
INTEGRAL DS GUARDS. SEE CIVIL FOR UNDERGROUND STORM
CONNECTIONS, TYP.
8.
SEE INDIVIDUAL ROOF PLANS FOR VARIOUS ROOF SLOPES, GUTTER / DS
RPOFILES. PROVIDE MIN. 4x4 SQUARE GUTTERS WITH MIN. 6x6 BOX
GUTTERS. SEE SPECS.
9.
PROVIDE EXP. JOINT CONNECTIONS AT ALL 90 DEG. CORNER
TRANSITIONS OF GUTTERS.
10.
SLOPE GUTTER 1/16"/12" TO DS, TYP.
11.
SEE ROOF DETAILS FOR RIDGE VENT INFORMATION.
12.
PROVIDE 1x4 PAINTED TRIM BOARDS AT ALL EXTERIOR SOFFIT AND
CUPOLA PENETRATIONS. COLOR TO MATCH SURFACE AT MOUNTING
LOCATION, TYP.
15.
MECHANICAL SCREEN LOUVER SYSTEM TO BE ____________________
MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT SHOWN FOR
REFERENCE. REFER TO DISCIPLINE DRAWINGS FOR ADDITIONAL
INFORMATION.
SEE STRUCTURE FOR TRUSS INFORMATION.
0' - 0 3/4"
6" / 12"
0' - 6"
1
A7.04
6" / 12"
1/2" / 12"
A200
6" / 12"
6" / 12"
SUBMITTALS / REVISIONS
6" / 12"
5.
53' - 1 1/4"
NO
DATE
DESCRIPTION
6" / 12"
6" / 12"
ALL ATTIC LOUVERS FACTORY FINISHED TO MATCH CEMENTITIOUS
SIDING COLOR.
18' - 7 1/2"
12' - 9 3/4"
4.
C
SHEET TITLE
2
RCP & ROOF
PLAN - BUILDING
A
0' - 0 3/4"
5' - 6 1/4"
CAULK ALL LOUVER & WINDOW FRAMES AT THE JOINT BETWEEN THE
FRAME & THE ADJACENT SUBSTRATE.
14.
18' - 7 1/2"
PROVIDE 60" DIAMETER LOW PROFILE SOFFIT MOUNTED CEILING FAN.
FINISH TO BE SELECTED FROM MANUFACTURER'S STANDARD OPTIONS.
B.O.D. - BIG ASS FANS - 60" HAIKU OUTDOOR.
3.
13.
0' - 0 3/4"
5' - 5"
PROJECT NO.
18062-3
43' - 7 1/8"
0' - 0 3/4"
8' - 5 3/8"
96' - 10 3/4"
2
A6.A1
ROOF PLAN - BUILDING A
1/4" = 1'-0"
0' - 0 3/4"
43' - 7 1/8"
DATE
02/25/2021
DRAWN BY
0' - 6"
2.
B
1
ROOF PLAN NOTES
1.
1/4" = 1'-0"
2x CEILING FRAMING
SYSTEM ABOVE
6" / 12"
11.
REFLECTED CEILING PLAN - BUILDING A
1
A6.A1
12' - 9 3/4"
10.
5/16" FIBER CEMENT SOFFIT PANELS, PAINTED AS SCHEDULED, WITH 1/2" PLYWOOD BACKER.
PROVIDE PERFORATED PANELS AT PERIMETER WITH PERFORATED SIDE AT EAVE END.
PROVIDE 2x2 PAINTED WOOD TRIM AT PERIMETER
PROVIDE EVENLY SPACED 1x1 PAINTED WOOD TRIM AT 4' - 0" O.C. MAX & AT ALL JOINTS
TENNESSEE
5.
FRANKLIN
1/2" PLYWOOD CEILING. FASTEN TO UNDERSIDE OF ROOF TRUSS.
PROVIDE 2x2 WOOD PERIMETER TRIM, PAINTED TO MATCH CEILING.
PROVIDE 1x2 BATTEN TRIM SPACED EVENLY AT 4' - 0" MAX. AND AT ALL
JOINTS, PAINTED TO MATCH CEILING, TYP.
PREPARED FOR:
CITY OF FRANKLIN
4.
12' - 1"
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
OVERSIZED 36" x 48" METAL INSULATED LOCKABLE PULL-DOWN ATTIC
ACCESS HATCH AS INDICATED. SEE SPECS.
FREEDOM BALL FIELDS
3.
2
6" / 12"
22" x 36" REMOVABLE PLYWOOD CEILING PANEL FOR ATTIC ACCESS
PROVIDED AS INDICATED. CONTINUE INSULATION OVER REMOVABLE
PANEL.
5' - 6 1/4"
2.
0' - 6"
SEAL ALL PENETRATIONS OF CONDUIT, MECHANICAL DUCT WORK,
PIPING, ETC. IN ALL SUBSTRATES, INTERIOR AND EXTERIOR WALLS,
CEILINGS, FLOORS, AND ROOFS.
0' - 0 3/4"
1.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
REFLECTED CEILING NOTES
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
LY
13
SCALE
AS, DA
CHECKED BY
SG
As
indicated
SHEET NO.
A6.A1
REFLECTED CEILING LEGEND
A
B
C
22" x 30" PLYWOOD ATTIC ACCESS PANEL WITH
RIGID INSULATION BACKING. SEE DETAILS, TYP.
SURFACE MOUNTED DOWNLIGHT
2x CEILING FRAMING SYSTEM ABOVE
2' x 2' LIGHT; RECESS UNITS AT A.C.T., TYP.
12' - 0"
2' x 4' LIGHT; RECESS UNITS AT A.C.T., TYP.
8' LINEAR LIGHT
2
RECESSED 2' x 2' SUPPLY GRILLE
RECESSED 2' x 2' RETURN GRILLE
M
MOTION SENSOR
WALL PACK
13
SD
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
13
10' - 0"
SMOKE DETECTOR
10' - 0"
DATA OUTLET
1/2" GYP. BD., PAINTED AS
SCHEDULED
12' - 0"
10' - 0"
1/2" FINISH GRADE PLYWOOD,
PAINTED AS SCHEDULED
12' - 0"
12' - 0"
12' - 0"
CEILING FAN
12' - 1"
ACCESS HATCH
13
LY
13
OVERSIZED 36" x 48" METAL INSULATED LOCKABLE PULL-DOWN ATTIC
ACCESS HATCH AS INDICATED. SEE SPECS.
4.
1/2" PLYWOOD CEILING. FASTEN TO UNDERSIDE OF ROOF TRUSS.
PROVIDE 2x2 WOOD PERIMETER TRIM, PAINTED TO MATCH CEILING.
PROVIDE 1x2 BATTEN TRIM SPACED EVENLY AT 4' - 0" MAX. AND AT ALL
JOINTS, PAINTED TO MATCH CEILING, TYP.
5.
FOR PERFORATED SOFFIT VENT LOCATIONS AS INDICATED ON PLANS.
PROVIDE 1/2" PLYWOOD, FASTENED TO UNDERSIDE OF ROOF TRUSS,
WITH CONTINUOUS 3" GAP NEAR EXTERIOR EDGE (AT PERFORATIONS).
STAPLE INSECT SCREEN ACROSS OPENING IN PLYWOOD. COORDINATE
OPENING WITH 1/4" CONTINUOUS VENTED CEMENTITIOUS SOFFIT PANEL,
AFFIXED TO PLYWOOD. PROVIDE 1x2 BATTEN TRIM SPACED EVENLY AT
4' - 0" MAX. & AT ALL JOINTS. PROVIDE 2x2 BATTEN TRIM AT ALL
PERIMETER LOCATIONS. ALL TRIM COLOR TO MATCH SOFFIT, TYP.
12' - 0"
7.
ALL ATTIC LOUVERS FACTORY FINISHED TO MATCH CEMENTITIOUS
SIDING COLOR.
8.
PROVIDE 1x4 PAINTED TRIM BOARDS AT ALL CEILING PENETRATIONS.
COLOR TO MATCH SURFACE AT MOUNTING LOCATION, TYP.
9.
PROVIDE 1x4 PAINTED TRIM BOARDS AT ALL EXTERIOR SOFFIT AND
CUPOLA PENETRATIONS. COLOR TO MATCH SURFACE AT MOUNTING
LOCATION, TYP.
10.
PROVIDE 60" DIAMETER LOW PROFILE SOFFIT MOUNTED CEILING FAN.
FINISH TO BE SELECTED FROM MANUFACTURER'S STANDARD OPTIONS.
B.O.D. - BIG ASS FANS - 60" HAIKU OUTDOOR.
11.
MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT SHOWN FOR
REFERENCE. REFER TO DISCIPLINE DRAWINGS FOR ADDITIONAL
INFORMATION.
1/4" = 1'-0"
A
B
2
1.
SEAL ALL PENETRATIONS OF CONDUIT, MECHANICAL DUCT WORK,
PIPING, ETC. IN ALL SUBSTRATES, INTERIOR AND EXTERIOR WALLS,
CEILINGS, FLOORS, AND ROOFS.
2.
ALL EXPOSED STEEL TO BE POWDER COATED. COLOR TO BE SELECTED
FROM MANUFACTURER'S STANDARD COLOR OPTIONS.
3.
CAULK ALL LOUVER & WINDOW FRAMES AT THE JOINT BETWEEN THE
FRAME & THE ADJACENT SUBSTRATE.
6.
ALL FLASHINGS AND COUNTERFLASHINGS SHALL HAVE FACTORY FINISH
TO MATCH ROOFING. FIELD REPAIR FINISH AS REQUIRED.
7.
ALL GUTTERS & DOWNSPOUTS TO BE HEAVY DUTY, FACTORY FINISHED,
COLOR TO MATCH FASCIA / TRIM. DOWNSPOUTS ARE TO "FOLLOW" THE
CONTOUR OF VERTICAL BUILDING ELEMENTS AND ARE TO BE NO MORE
THAN 3" FROM ADJACENT MATERIAL FACE AT ANY TIME. PROVIDE
INTEGRAL DS GUARDS. SEE CIVIL FOR UNDERGROUND STORM
CONNECTIONS, TYP.
SEE INDIVIDUAL ROOF PLANS FOR VARIOUS ROOF SLOPES, GUTTER / DS
RPOFILES. PROVIDE MIN. 4x4 SQUARE GUTTERS WITH MIN. 6x6 BOX
GUTTERS. SEE SPECS.
9.
PROVIDE EXP. JOINT CONNECTIONS AT ALL 90 DEG. CORNER
TRANSITIONS OF GUTTERS.
10.
SLOPE GUTTER 1/16"/12" TO DS, TYP.
11.
SEE ROOF DETAILS FOR RIDGE VENT INFORMATION.
12.
PROVIDE 1x4 PAINTED TRIM BOARDS AT ALL EXTERIOR SOFFIT AND
CUPOLA PENETRATIONS. COLOR TO MATCH SURFACE AT MOUNTING
LOCATION, TYP.
13.
MECHANICAL SCREEN LOUVER SYSTEM TO BE ____________________
14.
MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT SHOWN FOR
REFERENCE. REFER TO DISCIPLINE DRAWINGS FOR ADDITIONAL
INFORMATION.
15.
SEE STRUCTURE FOR TRUSS INFORMATION.
6" / 12"
6" / 12"
B200
6" / 12"
SUBMITTALS / REVISIONS
6" / 12"
SEE MECHANICAL & PLUMBING DRAWINGS FOR ALL FACTORY PRIMED,
FINISHED WATERTIGHT ROOF PENETRATIONS, PAINTED TO MATCH ROOF.
8.
6" / 12"
ALL ATTIC LOUVERS FACTORY FINISHED TO MATCH CEMENTITIOUS
SIDING COLOR.
5.
C
6" / 12"
4.
22" x 36" PLYWOOD ATTIC ACCESS PANEL WITH
RIGID INSULATION BACKING. SEE DETAILS, TYP.
6" / 12"
ROOF PLAN NOTES
2x CEILING FRAMING SYSTEM ABOVE
FREEDOM BALL FIELDS
ALL FLASHINGS AND COUNTERFLASHINGS SHALL HAVE FACTORY FINISH
TO MATCH ROOFING. FIELD REPAIR FINISH AS REQUIRED.
REFLECTED CEILING PLAN - BUILDING B
6" / 12"
6.
1
A6.B1
5/16" FIBER CEMENT SOFFIT PANELS, PAINTED AS SCHEDULED, WITH 1/2" PLYWOOD BACKER.
PROVIDE PERFORATED PANELS AT PERIMETER WITH PERFORATED SIDE AT EAVE END.
PROVIDE 2x2 PAINTED WOOD TRIM AT PERIMETER
PROVIDE EVENLY SPACED 1x1 PAINTED WOOD TRIM AT 4' - 0" O.C. MAX & AT ALL JOINTS
TENNESSEE
3.
1
FRANKLIN
22" x 36" REMOVABLE PLYWOOD CEILING PANEL FOR ATTIC ACCESS
PROVIDED AS INDICATED. CONTINUE INSULATION OVER REMOVABLE
PANEL.
PREPARED FOR:
CITY OF FRANKLIN
2.
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
SEAL ALL PENETRATIONS OF CONDUIT, MECHANICAL DUCT WORK,
PIPING, ETC. IN ALL SUBSTRATES, INTERIOR AND EXTERIOR WALLS,
CEILINGS, FLOORS, AND ROOFS.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
1.
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
10' - 0"
REFLECTED CEILING NOTES
NO
DATE
DESCRIPTION
6" / 12"
SHEET TITLE
1
RCP & ROOF
PLAN - BUILDING
B
PROJECT NO.
18062-3
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
SG
2
A6.B1
ROOF PLAN - BUILDING B
1/4" = 1'-0"
DATE
As
indicated
SHEET NO.
A6.B1
REFLECTED CEILING LEGEND
SURFACE MOUNTED DOWNLIGHT
2' x 2' LIGHT; RECESS UNITS AT A.C.T., TYP.
2' x 4' LIGHT; RECESS UNITS AT A.C.T., TYP.
1' - 0"
8' LINEAR LIGHT
RECESSED 2' x 2' SUPPLY GRILLE
EQ
EQ
WALL PACK
SMOKE DETECTOR
1" / 12"
DATA OUTLET
1/2" GYP. BD., PAINTED AS
SCHEDULED
1" / 12"
3' - 3 1/2"
1/2" FINISH GRADE PLYWOOD,
PAINTED AS SCHEDULED
0' - 4 1/2"
CEILING FAN
LY
ACCESS HATCH
4.
1/2" PLYWOOD CEILING. FASTEN TO UNDERSIDE OF ROOF TRUSS.
PROVIDE 2x2 WOOD PERIMETER TRIM, PAINTED TO MATCH CEILING.
PROVIDE 1x2 BATTEN TRIM SPACED EVENLY AT 4' - 0" MAX. AND AT ALL
JOINTS, PAINTED TO MATCH CEILING, TYP.
5.
FOR PERFORATED SOFFIT VENT LOCATIONS AS INDICATED ON PLANS.
PROVIDE 1/2" PLYWOOD, FASTENED TO UNDERSIDE OF ROOF TRUSS,
WITH CONTINUOUS 3" GAP NEAR EXTERIOR EDGE (AT PERFORATIONS).
STAPLE INSECT SCREEN ACROSS OPENING IN PLYWOOD. COORDINATE
OPENING WITH 1/4" CONTINUOUS VENTED CEMENTITIOUS SOFFIT PANEL,
AFFIXED TO PLYWOOD. PROVIDE 1x2 BATTEN TRIM SPACED EVENLY AT
4' - 0" MAX. & AT ALL JOINTS. PROVIDE 2x2 BATTEN TRIM AT ALL
PERIMETER LOCATIONS. ALL TRIM COLOR TO MATCH SOFFIT, TYP.
6.
ALL FLASHINGS AND COUNTERFLASHINGS SHALL HAVE FACTORY FINISH
TO MATCH ROOFING. FIELD REPAIR FINISH AS REQUIRED.
7.
ALL ATTIC LOUVERS FACTORY FINISHED TO MATCH CEMENTITIOUS
SIDING COLOR.
8.
PROVIDE 1x4 PAINTED TRIM BOARDS AT ALL CEILING PENETRATIONS.
COLOR TO MATCH SURFACE AT MOUNTING LOCATION, TYP.
9.
PROVIDE 1x4 PAINTED TRIM BOARDS AT ALL EXTERIOR SOFFIT AND
CUPOLA PENETRATIONS. COLOR TO MATCH SURFACE AT MOUNTING
LOCATION, TYP.
10.
PROVIDE 60" DIAMETER LOW PROFILE SOFFIT MOUNTED CEILING FAN.
FINISH TO BE SELECTED FROM MANUFACTURER'S STANDARD OPTIONS.
B.O.D. - BIG ASS FANS - 60" HAIKU OUTDOOR.
11.
MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT SHOWN FOR
REFERENCE. REFER TO DISCIPLINE DRAWINGS FOR ADDITIONAL
INFORMATION.
ROOF PLAN NOTES
1.
SEAL ALL PENETRATIONS OF CONDUIT, MECHANICAL DUCT WORK,
PIPING, ETC. IN ALL SUBSTRATES, INTERIOR AND EXTERIOR WALLS,
CEILINGS, FLOORS, AND ROOFS.
2.
ALL EXPOSED STEEL TO BE POWDER COATED. COLOR TO BE SELECTED
FROM MANUFACTURER'S STANDARD COLOR OPTIONS.
3.
CAULK ALL LOUVER & WINDOW FRAMES AT THE JOINT BETWEEN THE
FRAME & THE ADJACENT SUBSTRATE.
4.
ALL ATTIC LOUVERS FACTORY FINISHED TO MATCH CEMENTITIOUS
SIDING COLOR.
5.
SEE MECHANICAL & PLUMBING DRAWINGS FOR ALL FACTORY PRIMED,
FINISHED WATERTIGHT ROOF PENETRATIONS, PAINTED TO MATCH ROOF.
6.
ALL FLASHINGS AND COUNTERFLASHINGS SHALL HAVE FACTORY FINISH
TO MATCH ROOFING. FIELD REPAIR FINISH AS REQUIRED.
7.
ALL GUTTERS & DOWNSPOUTS TO BE HEAVY DUTY, FACTORY FINISHED,
COLOR TO MATCH FASCIA / TRIM. DOWNSPOUTS ARE TO "FOLLOW" THE
CONTOUR OF VERTICAL BUILDING ELEMENTS AND ARE TO BE NO MORE
THAN 3" FROM ADJACENT MATERIAL FACE AT ANY TIME. PROVIDE
INTEGRAL DS GUARDS. SEE CIVIL FOR UNDERGROUND STORM
CONNECTIONS, TYP.
8.
SEE INDIVIDUAL ROOF PLANS FOR VARIOUS ROOF SLOPES, GUTTER / DS
RPOFILES. PROVIDE MIN. 4x4 SQUARE GUTTERS WITH MIN. 6x6 BOX
GUTTERS. SEE SPECS.
1/4" = 1'-0"
2
A6.F1
ROOF PLAN - BUILDING F
TENNESSEE
OVERSIZED 36" x 48" METAL INSULATED LOCKABLE PULL-DOWN ATTIC
ACCESS HATCH AS INDICATED. SEE SPECS.
A6.F1
REFLECTED CEILING PLAN - BUILDING F
1/4" = 1'-0"
FRANKLIN
3.
1
PREPARED FOR:
CITY OF FRANKLIN
22" x 36" REMOVABLE PLYWOOD CEILING PANEL FOR ATTIC ACCESS
PROVIDED AS INDICATED. CONTINUE INSULATION OVER REMOVABLE
PANEL.
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
2.
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
SEAL ALL PENETRATIONS OF CONDUIT, MECHANICAL DUCT WORK,
PIPING, ETC. IN ALL SUBSTRATES, INTERIOR AND EXTERIOR WALLS,
CEILINGS, FLOORS, AND ROOFS.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
REFLECTED CEILING NOTES
1.
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
FREEDOM BALL FIELDS
SD
EQ
1" / 12"
EQ
0' - 9"
EQ
3' - 3 1/2"
EQ
MOTION SENSOR
3' - 3 1/2"
M
3' - 3 1/2"
RECESSED 2' x 2' RETURN GRILLE
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
SHEET TITLE
RCP & ROOF
PLAN - BUILDING
F
9.
PROVIDE EXP. JOINT CONNECTIONS AT ALL 90 DEG. CORNER
TRANSITIONS OF GUTTERS.
10.
SLOPE GUTTER 1/16"/12" TO DS, TYP.
11.
SEE ROOF DETAILS FOR RIDGE VENT INFORMATION.
12.
PROVIDE 1x4 PAINTED TRIM BOARDS AT ALL EXTERIOR SOFFIT AND
CUPOLA PENETRATIONS. COLOR TO MATCH SURFACE AT MOUNTING
LOCATION, TYP.
PROJECT NO.
13.
MECHANICAL SCREEN LOUVER SYSTEM TO BE ____________________
CHECKED BY
14.
MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT SHOWN FOR
REFERENCE. REFER TO DISCIPLINE DRAWINGS FOR ADDITIONAL
INFORMATION.
15.
SEE STRUCTURE FOR TRUSS INFORMATION.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
SG
As
indicated
SHEET NO.
A6.F1
NOTES:
NOTES:
NOTES:
1.
1.
1.
2.
3.
REFER TO PAC-CLAD WEBSITE FOR
MOST CURRENT INFORMATION.
REFER TO SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
REFER TO DETAILS FOR SPECIFIC
SUBSTRATES & ADDITIONAL
INFORMATION REGARDING CONSTRUCTION
2.
3.
REFER TO PAC-CLAD WEBSITE FOR
MOST CURRENT INFORMATION.
REFER TO SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
REFER TO DETAILS FOR SPECIFIC
SUBSTRATES & ADDITIONAL
INFORMATION REGARDING CONSTRUCTION
REFER TO PAC-CLAD WEBSITE FOR
MOST CURRENT INFORMATION.
REFER TO SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
REFER TO DETAILS FOR SPECIFIC
SUBSTRATES & ADDITIONAL
INFORMATION REGARDING CONSTRUCTION
2.
PA-101 HIP/RIDGE FLASHING W/
"Z" CLOSURES
TITE-LOC "AR" CLIP
W/ FASTENERS
3.
3/4" TURN-UP
SEALANT
TITE-LOC PANEL
TITE-LOC "AR" CLIP
W/ FASTENERS
TITE-LOC PANEL
"Z" RETAINER STRIP
SET IN SEALANT
TITE-LOC "AR" CLIP
W/ FASTENERS
TITE-LOC PANEL
SEE FOOT NOTE
FIELD CUT & BEND RETURN
IN PANEL. APPLY SEALANT &
HOOK RETURN OVER EAVE FLASHING
GUTTER STRAP
(FIELD FORMED)
GUTTER FLASHING
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
TYPE "AB"
10-12 x 1"
TYPE "AB" 10-12 x 1"
PA-126 EAVE FLASHING
PA-5 KEEPER
ICE & WATER SHIELD
3/4" PLYWOOD
TYPE "AB"
10-12 x 1"
5/8" PLYWOOD
ICE & WATER SHIELD
ICE & WATER SHIELD
SEALANT (AT VERTICAL
LEG & UNDER "Z")
5/8" PLYWOOD
3
A7.00
3" = 1'-0"
12" - R38 BATT. INSUL.,
TYP AT ATTIC SPACE
SNOW GUARD
PRE-FINISH METAL RIDGE CAP WITH
CONT. CLEAT, TO MATCH ROOF FINISH,
PROVIDE END CAP AT ALL EXPOSED END
3/4" PLYWOOD SHEATHING,
SEE STRUC.
RIDGE MEMBRANE FLASHING
#30 ROOFING FELT PAPER
CONTRACTOR TO VERIFY AND
COMPLY WITH ROOF
MANUFACTURER'S INSTALLATION
DETAILS/RECOMMENDATIONS
7/16" CEMENTITIOUS
TRIM BD., CUT TO FIT.
PAINT, SEE SCHED.
2X2 WD TRIM BD., TYP.
PAINT, SEE SCHED.
0' - 7 1/2"
STANDING SEAM METAL ROOF,
SEE ROOF PLAN FOR SLOPE
PRE-FINISHED
METAL GUTTER &
DOWNSPOUT, SEE
ROOF PLAN FOR
SIZES
•
•
•
•
•
•
PRE-FINISHED STANDING SEAM METAL
ROOFING
W/ SNOW GUARDS
ON #30 FELT
ON 3/4" PLYWD. SHEATHING, SEE STRUC.
ON PRE-ENGINEERED METAL
CONNECTED WOOD TRUSSES, SEE STRUC.
REFER TO A7.00 SERIES SHEETS
FOR MORE ROOFING DETAILING
1/2" PLYWOOD CEILING,
PAINTED AS SCHEDULED
BEARING
HEIGHT/ T.O.
WD SILL
VARIES, SEE
SECTION
DETAILS
1' - 4"
FACE OF ROOF
TRUSS
CAULKING AT INTERSECTION OF ZEE PURLIN AND PANEL LEG
FACE OF TRUSS
2x CONT. WD. SUB
FASCIA, CUT PER
ROOF SLOPE
HEAVY FELT PAPER OR WATER
PROOFING MEMBRANE
ROOF CONSTRUCTION:
℄ OF LIGHT FIXTURE
CONT. SEALANT
ON PRE-ENGINEERED
METAL CONNECTED WOOD
TRUSSES, SEE STRUC.
MANUF. HANGER CLIP, SEE STRUC.
2x8 WD SILL HEAD W/ J-BOLT ANCHOR,
SEE STRUC.
2' - 6"
BLOCKING TRUSS, SEE STRUC.
8" CMU BOND BEAM, GROUT FILLED.
SEE STRUC.
2X BLOCKING BETWEEN ROOF TRUSS, SEE STRUC.
4
A7.00
RIDGE VENT - STANDING SEAM ROOF
1 1/2" = 1'-0"
PRE-ENGINEERED WOOD ROOF TRUSS,
SEE STRUC.
1/4" VENTED CEMENTITIOUS SOFFIT PANEL,
LOCATE PERFORATION TOWARD THE OUTSIDE
EDGE OF EAVE. PAINTED, SEE SCHED.
5
A7.00
SECTION DETAIL AT ROOF EDGE
1 1/2" = 1'-0"
6
A7.00
ROOF PITCH VARIES, SEE ROOF PLAN.
REFER TO A7.00 SERIES SHEETS FOR
MORE ROOFING DETAILING
SECTION AT TRUSS
1 1/2" = 1'-0"
TENNESSEE
PRE-ENG. WD ROOF
TRUSS, SEE STRUC.
FRANKLIN
•
RECESSED LIGHT FIXTURE,
LENS & FULLY GASKETED
FOR INSERT & MOISTURE
PROTECTION. SEE ELEC.
PREPARED FOR:
CITY OF FRANKLIN
•
•
•
•
PRE-FINISHED STANDING SEAM METAL
ROOFING
W/ SNOW GUARDS
ON #30 FELT
ON 3/4" PLYWD. SHEATHING, SEE STRUC.
ON PRE-ENGINEERED METAL
CONNECTED WOOD TRUSSES, SEE STRUC.
REFER TO A7.00 SERIES SHEETS
FOR MORE ROOFING DETAILING
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
•
RIDGE VENT MATERIAL WITH SNOW
SCREEN, VERIFY TYPE &
COMPATIBILITY WITH STANDING
SEAM METAL ROOF SYSTEM/MANUF.
3" = 1'-0"
ROOF PITCH VARIES, SEE ROOF PLAN.
REFER TO A7.00 SERIES SHEETS FOR
MORE ROOFING DETAILING
ROOF CONSTRUCTION:
ROOF PITCH VARIES, REFER TO A7.00 SERIES
SHEETS FOR MORE ROOFING DETAILS
HIP / RIDGE CAP DETAIL
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
A7.00
3" = 1'-0"
GUTTER DETAIL
FREEDOM BALL FIELDS
2
LY
A7.00
EAVE DETAIL
BASIS OF DESIGN IS PAC-CLAD TITE-LOC
PANEL SYSTEM WITH COLORGARD SNOW
RETENTION SYSTEM.
REFER TO SPECIFICATIONS FOR
APPROVED SUBSTITUTES.
BASIS OF DESIGN IS PAC-CLAD TITE-LOC
PANEL SYSTEM WITH COLORGARD SNOW
RETENTION SYSTEM.
REFER TO SPECIFICATIONS FOR
APPROVED SUBSTITUTES.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
1
BASIS OF DESIGN IS PAC-CLAD TITE-LOC
PANEL SYSTEM WITH COLORGARD SNOW
RETENTION SYSTEM.
REFER TO SPECIFICATIONS FOR
APPROVED SUBSTITUTES.
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
SHEET TITLE
ROOF DETAILS STANDING SEAM
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
SG
As
indicated
SHEET NO.
A7.00
NOTES:
1.
REFER TO FIRESTONE WEBSITE FOR
MOST CURRENT INFORMATION.
2.
MAXIMUM 6" (152.4 mm) LONG
FASTENERS. (NOTE: WOOD BLOCKING
MAY BE SUBSTITUTED FOR
INSULATION TO REDUCE FASTENER
LENGTH REQUIREMENT).
NOTES:
1.
2.
3.
USE APPROPRIATE
TERMINATION DETAIL
REFER TO FIRESTONE WEBSITE FOR MOST
CURRENT INFORMATION.
REFER TO DETAIL PUT-LS-1 OR 3 FOR WELD
WIDTH.
WHEN REINFORCEMENT OF TPO MEMBRANE
IS EXPOSED, REFER TO UT-LS-14 FOR CUT
EDGE SEALANT APPLICATION.
6"
mm (152
) M .4
AX
.
2.4 .
(15 MAX
"
6
)
mm
LL
WA
W
USE APPROPRIATE
TERMINATION DETAIL
PRE-MOLDED PLATINUM
TPO INSIDE/OUTSIDE
CORNER WELDED IN
PLACE (SEE NOTES)
DE
WI
5" LD
WE
2.4 .
(15 MAX
"
6
)
mm
L
AL
6"
mm (152
4
2. .
) M .4
(15 AX
AX
6" ) M
.
m
m
1/2" (12.7 mm)
MIN.
8"
PLATINUM TPO MEMBRANE
PLATINUM TPO MEMBRANE
DECK ATTACHMENT
W
W
6"
mm (152
) M .4
AX
.
WALL/CURB ATTACHMENT
BASE FLASHINGS AND
TERMINATIONS NOT SHOWN
FOR CLARITY. REFER TO
APPROPRIATE TERMINATION
& BASE TIE-IN DETAILS.
I
BT
3"
1/2" (12.7 mm) MIN.
WA
LL
/CU
RB
1/2" (12.7 mm) MIN.
W
USE APPROPRIATE
BASE TIE-IN DETAIL
WALL/CURB ATTACHMENT
USE APPROPRIATE
BASE TIE-IN DETAIL
AL
L
1 - 1/4" (31.8 mm)
TO 1 - 1/2" (38.1
mm)
PLATINUM
TPO
MEMBRANE
NOTES:
1.
REFER TO FIRESTONE WEBSITE FOR
MOST CURRENT INFORMATION.
2.
MAXIMUM 6" (152.4 mm) LONG
FASTENERS. (NOTE: WOOD BLOCKING
MAY BE SUBSTITUTED FOR INSULATION
TO REDUCE FASTENER LENGTH
REQUIREMENT).
NOTES:
1.
REFER TO FIRESTONE WEBSITE FOR
MOST CURRENT INFORMATION.
2.
REFER TO DETAIL PUT-LS-1 OR 3 FOR
WELD WIDTH.
3.
WHEN REINFORCEMENT OF TPO
MEMBRANE IS EXPOSED, REFER TO
UT-LS-14 FOR CUT EDGE SEALANT
APPLICATION.
RB
/CU
L
AL
1 - 1/4" (31.8 mm)
TO 1 - 1/2" (38.1
mm)
2.4 .
(15 MAX
"
6
)
mm
AL
L
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
DECK ATTACHMENT
FIRESTONE FASTENER
AND HD OR HD PLUS
SEAM PLATE AT 12"
(304.8 mm) O.C. MAX.
(SEE NOTES)
PLATINUM TPO
MEMBRANE
ULTRAPLY TPO 18"
CURB FLASHING OR
MEMBRANE HEAT
WELDED TO PLATINUM
TPO FIELD SHEET (SEE
ULTRAPLYNOTES)
TPO JOINT COVER
REFLEXEON TPO
JOINT COVER
BASE FLASHINGS AND
TERMINATIONS NOT SHOWN
FOR CLARITY. REFER TO
APPROPRIATE TERMINATION
& BASE TIE-IN DETAILS.
PRE-MOLDED ULTRAPLY OR
REFLEXEON TPO INSIDE/OUTSIDE
CORNER WELDED IN PLACE (SEE
NOTES)
PLATINUM TPO MEMBRANE (FIELD
SHEET)
ULTRAPLY TPO
FLASHING MEMBRANE
W
AL
L/C
UR
B
6"
mm (152
) M .4
AX
.
W
U
L/C
AL
RB
.4
52 AX.
1
(
6" ) M
mm
1/2" (12.7 mm) MIN.
(TYP.)
FIRESTONE
FASTENER AND HD
OR HD PLUS SEAM
PLATE AT 12" (304.8
mm) O.C. MAX. (SEE
NOTES)
PLATINUM TPO MEMBRANE
CUT PVC PIPE
PENETRATION
SUBSTRATE
NON-SHRINKING GROUT
CONTINUOUS
BEAD OF GP
SEALANT
PENETRATION
TPO PENETRATION
POCKET
WELDED SPLICE 2"
(50.8 mm) MIN.
ROOF MEMBRANE DETAIL
PENETRATION
5
A7.01
CONTINUOUS BEAD OF AP
SEALANT OR ULTRAPLY TPO
GP SEALANT
FIRESTONE TERMINATION
BAR
WALL/CURB
(MASONRY/
CONCRETE
SUBSTRATE ONLY)
USE
APPROPRIATE
TERMINATION
CONTINUOUS BEAD OF
FIRESTONE WATERBLOCK
PLATINUM OR 0.060" TPO
MEMBRANE
ULTRAPLY TPO BONDING
ADHESIVE (ADHERED SYSTEM
ONLY) PLATINUM TPO MEMBRANE
ULTRAPLY TPO BONDING ADHESIVE
SUBSTRATE
BASIS OF DESIGN IS FIRESTONE
FULLY-ADHERED 60 MIL. TPO. REFER
TO SPEC'S FOR APPROVED
SUBSTITUTES.
6
NOT TO SCALE
SCALE:NOT TO SCALE
FIRESTONE FASTENER AND
HD OR HD PLUS SEAM PLATE
AT 12" (304.8 mm) O.C. MAX.
(SEE NOTES)
MASONRY AND CONCRETE
WALLS/CURBS MUST BE
WATERPROOFED IN ORDER
FOR ANY SURFACE MOUNTED
TERMINATION TO BE
EFFECTIVE.
USE
APPROPRIATE
TERMINATION
ULTRAPLY TPO BONDING
ADHESIVE
PLATINUM TPO MEMBRANE
APPROPRIATE FIRESTONE
FASTENER AND HD OR HD
PLUS SEAM PLATE AT 12"
(304.8 mm) O.C. MAX. (SEE
NOTES)
WALL
WELDED SPLICE (SEE NOTES)
ULTRAPLY TPO BONDING
ADHESIVE (SEE NOTES)
BASIS OF DESIGN IS FIRESTONE
FULLY-ADHERED 60 MIL. TPO.
REFER TO SPEC'S FOR APPROVED
SUBSTITUTES.
7
A7.01
WALL/CURB
A7.01
INSULATION BY
OTHERS
ROOF MEMBRANE DETAIL TERMINATION BAR
- WALL
PLATINUM TPO MEMBRANE
8
INSULATED
METAL CURB
WIDE WELD SPLICE
(SEE NOTES)
PLATINUM TPO MEMBRANE
SUBSTRATE
ULTRAPLY TPO
BONDING ADHESIVE
(SEE NOTES)
BASIS OF DESIGN IS FIRESTONE
FULLY-ADHERED 60 MIL. TPO.
REFER TO SPEC'S FOR APPROVED
SUBSTITUTES.
NOTES:
1.
REFER TO FIRESTONE WEBSITE FOR
MOST CURRENT INFORMATION.
2.
REFER TO DETAIL PUT-LS-1 OR 3 FOR
WELD WIDTH.
3.
MAXIMUM 6" (152.4 mm) LONG
FASTENERS. (NOTE: WOOD BLOCKING
MAY BE SUBSTITUTED FOR
INSULATION TO REDUCE FASTENER
LENGTH REQUIREMENT).
ULTRAPLY TPO 18" CURB
4.
IN CASE OF OBSTRUCTION REFER TO
FLASHING, .060", OR
DETAIL UT-BT-5.
APPROPRIATE PLATINUM
5.
REFER TO UT-BT-16 & 17 FOR
MEMBRANE
MEMBRANE SECUREMENT AT CORNERS.
6.
BONDING ADHESIVE REQUIRED
ULTRAPLY TPO
BETWEEN MEMBRANE AND
BONDING ADHESIVE
INSULATION FOR FULLY ADHERED
SYSTEMS.
HD OR HD PLUS SEAM
7.
WHEN REINFORCEMENT OF TPO
PLATE POSITIONED 1/2" (12.7
MEMBRANE IS EXPOSED, REFER TO
mm) BEYOND WALL/CURB
UT-LS-14 FOR CUT EDGE SEALANT
FIRESTONE FASTENER AND
APPLICATION.
HD OR HD PLUS SEAM
PLATE AT 12" (304.8 mm)
O.C. MAX. (SEE NOTES)
WIDE WELD SPLICE (SEE NOTES)
ROOF MEMBRANE DETAIL LAP
JOINT - WALL
GASKETED
FASTENER BY
OTHERS 12"
(304.8 mm) O.C.
MAX.
USE APPROPRIATE
BASE TIE-IN
A7.01
SUBSTRATE
1 1/4" HOT DIPPED
GALVANIZED ROOF
NAILS AT 12" (304.8 mm)
O.C. MAX.
METAL
COUNTERFLASHING BY
OTHERS 3" (76.2 mm) O.C.
MAX.
ULTRAPLY TPO 18"
CURB FLASHING, .060",
OR APPROPRIATE
PLATINUM MEMBRANE
ULTRAPLY TPO
BONDING ADHESIVE
WOOD NAILER
(SEE NOTES)
METAL COUNTERFLASHING BY
OTHERS 3" (76.2 mm) MIN. FACE
(SEE NOTES)
SCALE:NOT TO SCALE
SEE ROOF PLAN
FOR SLOPE, TYP.
APPROPRIATE FIRESTONE
FASTENER 12" (304.8 mm) O.C.
MAX.
R.T.U.
NOTES:
1.
REFER TO FIRESTONE WEBSITE
FOR
MOST CURRENT INFORMATION.
2.
REFER TO DETAIL PUT-LS-1 OR 3
FOR WELD WIDTH.
3.
FIRESTONE BATTEN STRIP MAY BE
USED IN LIEU OF SEAM PLATES.
POLYMER OR METAL BATTEN STRIP
ACCEPTABLE FOR WOOD OR METAL
SUBSTRATE. METAL BATTEN MUST
BE USED WITH MASONRY
SUBSTRATE.
4.
IF INTERMEDIATE ATTACHMENT IS
REQUIRED, COMPLETE AS
FOLLOWS:
- UP TO 3' (1 M) WALL HEIGHT NONE REQUIRED
- 3' (1 M) - 6' (2 M) - ONE
ATTACHMENT AT 1/2 THE WALL
HEIGHT
- ABOVE 6' (2 M) - ONE ATTACHMENT
EVERY 3' (1 M)
5.
THERE ARE SOME CONDITIONS
WHICH DO NO REQUIRE
INTERMEDIATE ATTACHMENT.
REFER TO FIRESTONE APPLICATION
SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
6.
WHEN REINFORCEMENT OF TPO
MEMBRANE IS EXPOSED, REFER TO
UT-LS-14 FOR CUT EDGE SEALANT
APPLICATION.
7.
5" WIDE WELD IS ACCEPTABLE AS
AN ALTERNATE TO STANDARD 1 1/2"
WELD FOR WALL FLASHINGS.
BASIS OF DESIGN IS FIRESTONE
FULLY-ADHERED 60 MIL. TPO.
REFER TO SPEC'S FOR APPROVED
SUBSTITUTES.
ROOF MEMBRANE DETAIL ROOF TO CURB HVAC
NOT TO SCALE
NOTES:
1.
REFER TO FIRESTONE WEBSITE
FOR
MOST CURRENT INFORMATION.
1 1/4" HOT DIPPED
GALVANIZED ROOF NAILS
AT 6" (152.4 mm) O.C. MAX.
SLOPE
9
A7.01
SCALE:NOT TO SCALE
.060" ULTRAPLY OR
APPROPRIATE PLATINUM
TPO MEMBRANE
6" (152.4 mm)
LAP
4 3/4" (108 mm) - 5" (127 mm)
WIDE WELD
2" (50.8 mm)
WELD
FIRESTONE FASTENER
AND BATTEN STRIP
3 1/4" (82.6 mm) - 3 3/4" (95.3
mm)
ULTRAPLY TPO BONDING
ADHESIVE (SEE NOTES)
WATER DAM
APPROPRIATE PLATINUM
TPO MEMBRANE
FASCIA
COVER
1 1/4" HOT
DIPPED
GALVANIZED
ROOF NAILS
AT 12" (304.8
mm) O.C. MAX.
WOOD NAILER
(SEE NOTES)
WIDE WELD SPLICE
(SEE NOTES)
NOTES:
1.
REFER TO FIRESTONE WEBSITE FOR
MOST CURRENT INFORMATION.
2.
REFER TO DETAIL PUT-LS-1 OR 3
FOR
WELD WIDTH.
3.
WOOD NAILER MUST BE INSTALLED
TO MEET APPLICABLE BUILDING
CODES OR 200 LBS PER LINEAR
FOOT MINIMUM IN ANY GIVEN
DIRECTION.
4.
FLANGE OF METAL MUST BE FULLY
SUPPORTED BY WOOD AND
SUBMITTALS / REVISIONS
TERMINATED AT LEAST 1/2" (12.7
NO DATE
DESCRIPTION
mm) FROM EDGE OF WOOD.
5.
BONDING ADHESIVE REQUIRED
BETWEEN MEMBRANE AND
INSULATION FOR FULLY ADHERED
SYSTEMS. BONDING ADHESIVE
REQUIRED BETWEEN METAL AND
MEMBRANE FOR ALL SYSTEMS.
6.
WHEN REINFORCEMENT OF TPO
MEMBRANE IS EXPOSED, REFER TO
UT-LS-14 FOR CUT EDGE SEALANT
APPLICATION.
SUBSTRATE
SHEET TITLE
1/2" (12.7 mm) MIN.
ROOF DETAILS MEMBRANE
1/2" (12.7 mm) MIN.
WHEN POLYESTER REINFORCEMENT
OF TPO IS EXPOSED, APPLY CUT EDGE
TREATMENT TO ENTIRE EXPOSED
EDGE. REFER TO UT-LS-14.
WALL
FIELD CRIMP
PER
EDGEGARD+
INSTRUCTIONS
USE
APPROPRIATE TIEIN
ROOF MEMBRANE DETAIL LAP
JOINT - WALL
SEE ROOF PLAN
FOR SLOPE, TYP.
PROJECT NO.
18062-3
SCALE
AS, DA
ROOF MEMBRANE DETAIL LAP
10 JOINT - ROOF
A7.01
SCALE:NOT TO SCALE
BASIS OF DESIGN IS FIRESTONE
FULLY-ADHERED 60 MIL. TPO.
REFER TO SPEC'S FOR APPROVED
SUBSTITUTES.
ROOF MEMBRANE DETAIL ROOF
11 EDGE
A7.01
SCALE:NOT TO SCALE
BASIS OF DESIGN IS FIRESTONE
FULLY-ADHERED 60 MIL. TPO.
REFER TO SPEC'S FOR APPROVED
SUBSTITUTES.
DATE
02/25/2021
DRAWN BY
BASIS OF DESIGN IS FIRESTONE
FULLY-ADHERED 60 MIL. TPO.
REFER TO SPEC'S FOR APPROVED
SUBSTITUTES.
TENNESSEE
APPROPRIATE FASTENER 12"
(304.8 mm) O.C. MAX.
NOTES:
1.
REFER TO FIRESTONE WEBSITE FOR MOST
CURRENT INFORMATION.
2.
REFER TO DETAIL PUT-LS-1 OR 3 FOR WELD WIDTH.
3.
NAILING AND METAL COUNTERFLASHING ARE
NOT REQUIRED IF MEMBRANE IS RUN UP AND
OVER CURB WALLS PRIOR TO INSTALLATION OF R.T.U.
4.
METAL COUNTERFLASHING SHALL BE 24 GAUGE
PRE-FINISHED STEEL OR .032" MIN. ALUMINUM
FORMED WITH HEMMED LOWER EDGE MOUNTED
TIGHTLY TO UNDERSIDE OF MECHANICAL UNIT.
5.
MAXIMUM 6" (152.4 mm) LONG FASTENERS.
(NOTE: WOOD BLOCKING MAY BE SUBSTITUTED
FOR INSULATION TO REDUCE FASTENER
LENGTH REQUIREMENT).
6.
BONDING ADHESIVE REQUIRED BETWEEN
MEMBRANE AND INSULATION FOR FULLY
ADHERED SYSTEMS.
7.
WHEN REINFORCEMENT OF TPO MEMBRANE IS
EXPOSED, REFER TO PUT-LS-14 FOR CUT EDGE
SEALANT APPLICATION.
8.
INSTALL METAL WORK IN ACCORDANCE WITH
CURRENT SMACNA RECOMMENDATIONS.
FRANKLIN
FIRESTONE POURABLE SEALER
CONTINUOUS BEAD OF
FIRESTONE WATERBLOCK
SCALE:NOT TO SCALE
PREPARED FOR:
CITY OF FRANKLIN
6" (152.4
mm)
1" (25.4 mm)
MIN.
NOTES:
1.
REFER TO FIRESTONE WEBSITE
FOR
MOST CURRENT INFORMATION.
2.
REGULAR MAINTENANCE OF
COUNTERFLASHING AND
SEALANTS
REQUIRED. NOT INCLUDED
AS PART
OF THE FIRESTONE
WARRANTY.
3.
METAL COUNTERFLASHING SHALL
BE 24 GAUGE PRE-FINISHED STEEL
OR .032" MIN. ALUMINUM FORMED
WITH HEMMED LOWER EDGE.
4.
INSTALL FIRESTONE TERMINATION
BAR WITH 1/4" (6.4 mm) GAP
BETWEEN ADJOINING SECTIONS.
5.
TERMINATION BAR MUST BE CUT
AT
INSIDE AND OUTSIDE CORNERS.
DO NOT BEND AROUND CORNERS.
6.
TERMINATION BAR MUST BE
FASTENED WITHIN 1" (25.4 mm)
MAX. OF ALL SECTION ENDS.
7.
INSTALL METAL WORK IN
ACCORDANCE WITH CURRENT
SMACNA RECOMMENDATIONS.
4
A7.01
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
REFLEXEON PLATINUM REQUIRES 6" ROUND
REFLEXEON T-JOINT COVER CENTERED
OVER INTERSECTION
CONTINUOUS BEAD OF AP
SEALANT OR HIGH GRADE
SEALANT
SCALE:NOT TO SCALE
ROOF MEMBRANE DETAIL
EXTERIOR CORNER
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
ULTRAPLY PLATINUM REQUIRES 4 - 1/2" TPO
T-JOINT COVER OR TPO FLASHING (4" x 4")
CENTERED OVER INTERSECTION
NOTES:
1.
REFER TO FIRESTONE WEBSITE FOR
MOST CURRENT INFORMATION.
2.
REMOVE ALL EXISTING FLASHINGS,
LEADS, ETC. PIPE SURFACE MUST BE
FREE OF ALL RUST, GREASE,
INSULATION, ETC.
3.
FIRESTONE POURABLE SEALER
MOUNDED TO SHED WATER (MINIMUM
DEPTH OF 2" (50.8 mm), REMAINDER OF
POCKET MAY BE FILLED WITH A NONSHRINKING GROUT.
4.
DO NOT USE OVER EXISTING
PENETRATION POCKETS.
5.
DO NOT USE WHEN SERVICE LINE TEMP.
EXCEEDS 160° F. REFER TO UT-P-6 & 7.
6.
IF FIELD MEMBRANE IS CUT FOR
INSTALLATION, THE MEMBRANE MUST
BE
REPAIRED WITH TPO MEMBRANE
PRIOR TO
INSTALLATION OF THE
PENETRATION POCKET.
7.
MEMBRANE MUST BE INSTALLED WITHIN
1/2" (12.7 mm) OF PENETRATION.
8.
ULTRAPLY TPO QUICKPRIME REQUIRED
ON PENETRATIONS AND MEMBRANE
INSIDE OF PENETRATION POCKET.
9.
REFER TO UT-P-15 OR 16 FOR MAS.
3
A7.01
BASIS OF DESIGN IS FIRESTONE
FULLY-ADHERED 60 MIL. TPO. REFER
TO SPEC'S FOR APPROVED
SUBSTITUTES.
FREEDOM BALL FIELDS
FIELD SEAM
SCALE:NOT TO SCALE
6", TYP., U.N.O.
SEE ROOF PLAN
FOR SLOPE, TYP.
PLAN VIEW
PIPE FLASHING OVER
FIELD SEAM
2
A7.01
ROOF MEMBRANE DETAIL
EXTERIOR CORNER
LY
SCALE:NOT TO SCALE
ROOF MEMBRANE DETAIL
INTERIOR CORNER
BASIS OF DESIGN IS FIRESTONE
FULLY-ADHERED 60 MIL. TPO. REFER
TO SPEC'S FOR APPROVED
SUBSTITUTES.
SUBSTRATE
ROOF MEMBRANE DETAIL CORNER
BASIS OF DESIGN IS FIRESTONE
FULLY-ADHERED 60 MIL. TPO. REFER
TO SPEC'S FOR APPROVED
SUBSTITUTES.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
1
A7.01
BASIS OF DESIGN IS FIRESTONE
FULLY-ADHERED 60 MIL. TPO. REFER
TO SPEC'S FOR APPROVED
SUBSTITUTES.
CHECKED BY
SG
NOT
TO
NOT TO
SCALE
SCALE
SHEET NO.
A7.01
SECTION A
USE THIS DETAIL WHEN STACK IS
CENTERED ON SNAP-ON SEAM
CONTINUOUS BEAD OF CAULK
CUT TEE-PANEL AND BEND UP
1" AROUND STACK AND CAULK
RUN SNAP-ON SEAM UP TO
STACK AND CAULK
USE FASTENERS AS SPEC'D
BY BOOT MANUFACTURER CAULK
FASTENER HEADS
CUT PANEL LEGS AND LAP
TOP LEG IN DIRECTION OF
WATER FLOW
TEE-CLIPS; 2 REQ'D AT
PENETRATION
#30 FELT UNDERLAYMENT,
TWO LAYERS
RUN SNAP-ON SEAM UP TO
STACK AND CAULK
#30 FELT UNDERLAYMENT, TWO LAYERS
POSITION SQUARE BASED BOOTS IN A
DIAMOND ORIENTATION WHERE
POSSIBLE TO AID IN DIVERTING WATER
2.
PIPE PENETRATION TO BE IN PAN OF
PANEL ONLY
3.
FIELD CUT HOLE IN PANEL 1" LESS THAN
DIA. OF STACK. BACK CUT HOLE AND
BEND PANEL UP AROUND STACK. CAULK
CONTINUOUS.
4.
IF PANELS ARE 30' OR LONGER, CUT
HOLE TO ALLOW FOR THERMAL
MOVEMENT.
5.
IF PIPE IS MADE OF METAL IT MUST BE
PAINTED TO PREVENT RUST RUN-OFF
FROM STAINING PANELS
FASTENERS; 20" O.C.
MAX.
SOLID SHEATHING
A7.02
VERIFY WITH SELECTED MANUFACTURER BEFORE USING THIS DETAIL
NOTE: USE ONLY IF PENETRATION OCCURS ON
SEAM OR WITHIN AREA OF PAN THAT WILL NOT
ACCOMMODATE BOOT. USE WITH SOLID
SUBSTRATE ONLY.
CONTINUOUS BEAD OF CAULK
FIELD MITER PANEL LEGS AND SEAM.
CUT HOLE IN PANEL 1" LESS THAN DIA. OF STACK.
BACK OUT HOLE AND BEND PANEL UP AROUND STACK.
VERIFY WITH SELECTED MANUFACTURER BEFORE USING THIS DETAIL
SECTION B
USE THIS DETAIL WHEN STACK IS
CENTERED ON SNAP-ON SEAM
CUT TEE-PANEL AND BEND UP
1" AROUND STACK AND CAULK
ROOF PENETRATION DETAIL
3" = 1'-0"
B
CONTINUOUS BEAD
OF CAULK AROUND
SEAM, TYP.
MITER ENDS OF SNAP-ON
SEAM. RUN SEAM UP TO
STACK AND CAULK
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
1
# 30 FELT
UNDERLAYMENT
SOLID SHEATHING
SECTION B
ROOF PENETRATION
OFF CENTER ON SEAM
LY
CONTINUOUS BEAD OF CAULK.
CONTINUOUS CEE-RIB
OR CEE-CLIP
SECTION A
ROOF PENETRATION
CENTERED ON SEAM
CONTINUOUS BEAD
OF CAULK AROUND
SEAM, TYP.
A
#30 FELT UNDERLAYMENT,
TWO LAYERS
2
NOTE: IF PIPE IS MADE OF METAL, IT MUST BE PAINTED TO
PREVENT RUST RUN-OFF FROM STAINING PANELS
NOTE: IF PIPE IS MADE OF METAL, IT MUST BE PAINTED TO
PREVENT RUST RUN-OFF FROM STAINING PANELS
SNAP-ON SEAM IS COVERED UNDER US PATENT NO. 4,641,475.
SNAP-ON SEAM IS COVERED UNDER US PATENT NO. 4,641,475.
DETAIL - ROOF STACK PENETRATIONS
1" = 1'-0"
CUT PANEL LEGS AND BEND FLAT TO PANEL.
LAP ONE LEG OVER THE OTHER (LAP TOP LEG
IN DIRECTION OF WATER FLOW)
CRIMP AND FOLD OVER SNAPON SEAM AND CAULK
TEE-CLIPS; 2 REQ'D AT
PENETRATION
CONTINUOUS AT
SNIPPED OPENINGS, TYP.
A7.02
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
TEE-CLIPS; 2 REQ'D AT
PENETRATION
#30 FELT UNDERLAYMENT,
TWO LAYERS
SOLID SHEATHING
FIELD CUT LEGS 2" BACK FROM STACK (ABOVE STACK).
FIELD MITER LEGS AND SEAMS BELOW STACK. CUT HOLE IN
PANEL 1" LESS THAN DIA. OF STACK. BACK CUT HOLE AND
BEND PANEL UP AROUND STACK.
TENNESSEE
1.
FRANKLIN
NOTES:
TEE-CLIPS; 2 REQ'D AT
PENETRATION
PREPARED FOR:
CITY OF FRANKLIN
BERRIDGE
CEE-LOCK
PANEL
MITER ENDS OF SNAP-ON
SEAM. RUN SEAM UP TO
STACK AND CAULK
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
SET RUBBERIZED BOOT INTO
CRIMP SNAP-ON SEAM
AND FOLD OVER
MITER ENDS OF SNAP-ON
SEAM. RUN SEAM UP TO
STACK AND CAULK
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
RUBBERIZED BOOT
FLASHING
CONTINUOUS CAULK AND
STAINLESS STEEL HOSE
CLAMP
FREEDOM BALL FIELDS
ROOF PIPE PENETRATION
OF 4" DIA. OR LESS
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
SHEET TITLE
DETAILS - ROOF
PENETRATIONS
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
SG
As
indicated
SHEET NO.
A7.02
6' - 4"
24" x 60" ALUM. LOUVER WITH 1x4 BATTEN
TRIM AT ALL PERIMETER EDGES, TYP.
2x4 WOOD STUDS, TYP.
STANDING SEAM MTL ROOF
ON #30 FELT ON 5/8"
PLYWD. DECKING, TYP.
2x6 WOOD ROOF FRAMING, TYP.
(2) 2x6 HEADER WITH 1/2"
PLYWD FLITCH, TYP.
2x6 WOOD STUDS, TYP.
6x6 WOOD CORNER
POSTS, TYP.
2X4 WOOD FRAMING @
16" O.C., TYP.
METAL DRIP FLASHING, TYP.
2X8 SUBFASCIA W/ CEMENT.
BD. TRIM - PAINTED, TYP.
5/8" T1-11 PLYWOOD, TYP.
CEMENTITIOUS SIDING W/TRIM,
PAINTED ON #30 FELT ON 1/2"
OSB SHEATHING, TYP.
1/4" CEMENTITIOUS SOFFIT,
PAINTED, TYP.
CONTINUOUS SEALANT
ALL SIDES, TYP.
3x6 WOOD MIDDLE POSTS, TYP.
METAL FLASHING W/DRIP
EDGE BELOW, TYP.
PREFINISHED EXTRUDED
DRAINABLE METAL LOUVER
WITH INSECT SCREENS, TYP.
3B
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
CENTER LOUVER MULLION
AS REQ'D BY MANUF., TYP.
3B
CEMENTIOUS CORNER
BOARD, PAINTED. TYP.
METAL DRIP FLASHING, TYP.
PREFINISHED EXTRUDED
DRAINABLE METAL LOUVER
WITH INSECT SCREENS, TYP.
LY
CEMENTIOUS CORNER
BOARD, PAINTED. TYP.
3A
1
A7.03
CUPOLA SECTION - BUILDING A & B
A7.03
6' - 4"
2x6 WOOD ROOF FRAMING, TYP.
(2) 2x6 HEADER WITH 1/2"
PLYWD FLITCH, TYP.
2X4 WOOD FRAMING @
16" O.C., TYP.
2X8 SUBFASCIA W/ CEMENT.
BD. TRIM - PAINTED, TYP.
•
•
•
•
•
CEMENTITIOUS SIDING W/TRIM,
PAINTED ON #30 FELT ON 1/2"
OSB SHEATHING, TYP.
1/4" CEMENTITIOUS SOFFIT,
PAINTED, TYP.
CONTINUOUS SEALANT
ALL SIDES, TYP.
ROOF CONSTRUCTION:
•
METAL DRIP FLASHING, TYP.
3B
3B
•
PREFINISHED EXTRUDED
DRAINABLE METAL LOUVER
WITH INSECT SCREENS, TYP.
3B
CUPOLA PLAN @ LOUVERS
3/4" = 1'-0"
12"
STANDING SEAM MTL ROOF
ON #30 FELT ON 5/8"
PLYWD. DECKING, TYP.
RETURN TRIM TO DIE INTO FACE OF 2x6.
CAULK JOINT WHERE THEY MEET THE
LOUVER FRAME, TYP.
CUPOLA ENLARGED PLANS
3
3/4" = 1'-0"
CUPOLA PLAN @ FRAMING
ALIGN W/ EDGE OF 2x6
6"
PRE-FINISHED STANDING SEAM
METAL ROOFING
ON #30 FELT
ON 1/2" COVER BOARD
ON 3/4" PLYWD. SHEATHING, SEE
STRUC.
ON PRE-ENGINEERED METAL
CONNECTED WOOD TRUSSES, SEE
STRUC.
W/ WHITE CEMENT BOARD FINISH AT
INTERIOR/ATTIC
REFER TO A7.00 SERIES SHEETS FOR
MORE ROOFING DETAILING
7/16" CEMENTITIOUS FASCIA TRIM
BD., SIZE TO FIT
FIBER CEMENT
#3 FELT UNDERLAYMENT
TWO LAYERS
COUNTER-FLASHING; 4" END LAPS
WITH CONTINUOUS CAULK AT
LAPS. POP RIVET TO ZEE
CLOSURE 40" O.C. MAX.
FASTENERS; 20" O.C. MAX
SUB-FLASHING; 4" END LAPS WITH
CONTINUOUS CAULK AT LAPS
BUILT-UP HEADER,
SEE STRUC.
SEE PLAN
THRU WALL
FLASHING WITH
CONT. SEALANT &
BACKER ROD AT
ALL FRAME/WALL
JOINT, TYP.
STANDING SEAM METAL
ROOF OVER #30
ROOFING FELT ON 5/8"
PLYWOOD SHEATHING,
SEE STRUCTURAL
CONTINUOUS BEAD OF
CAULK BEWTEEN ZEE
CLOSURE, TEE PANEL
AND SEAM
2X FASCIA WD BLOCKING
METAL DRIP FLASHING, TYP.
3A
3A
CEMENTITIOUS SIDING W/ TRIM ,
PAINTED, ON #30 FELT OVER 1/2"
OSB SHEATHING, TYP.
FASTENERS; MIN. 2
PER ZEE CLOSURE
PRE-FINISHED
METAL LOUVER
CEMENTIOUS CORNER
BOARD, PAINTED. TYP.
METAL ROOF FLASHING
PER MANUFACTURER
STANDARD DETAIL, TYP.
SEE PLAN
SOLID SHEATHING TO BE
MIN. 1/2" PLYWOOD OR
EQUIVALENT IN
STRENGTH FOR HOLDING
POWER OR FASTENERS
CONT. SEALANT
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
PRE-FINISH PRE-MANUF.
SHEET METAL FLASHING W/ 4" TOP FLANGE
STANDING SEAM MTL ROOF
ON #30 FELT ON 5/8"
PLYWD. DECKING, TYP.
PRE-ENGINEERED SHEET METAL FLASHING
TO SILL HEIGHT. COLOR TO MATCH ADJACENT
FINISHES. COLOR SELECTED BY ARCHITECT
METAL MESH SCREEN
F = FINISH SIDE
PRE-ENG WD ROOF TRUSS, SEE STRUC.
SUPPORT ANGLE SEE STRUCTURE
5/8" PLYWOOD DECKING ON
ROOF TRUSS, SEE STRUC.
WOOD STUD FRAMING
CONSTRUCTION AT 16" O.C. MAX. W/
MIN. R:20 BATT INSULATION. REFER
TO PLANS FOR STUD SIZING, TYP.
PURLINS - SEE STRUCTURE
SUPPORT BEAM BEYOND SEE STRUCTURE
1"
F
"
1/2
PAINT ALL EXPOSED SURFACES NOT
INDICATED AS PRE-FINISHED, TYP.
1"
F
COUNTER-FLASHING
SHEET TITLE
DETAILS CUPOLA DETAILS
OPEN HEM
SUB-FLASHING
ZEE CLOSURE
PROJECT NO.
18062-3
A7.03
CUPOLA SECTION - BUILDING C & D
3/4" = 1'-0"
4
A7.03
SECTION THROUGH CUPOLA
1 1/2" = 1'-0"
5
A7.03
DATE
02/25/2021
DRAWN BY
2
TENNESSEE
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
CEMENTITIOUS SIDING ,
PAINTED, ON #30 FELT OVER 1/2"
OSB SHEATHING, TYP.
FRANKLIN
2X4 WOOD FRAMING
@ 16" O.C., TYP.
PREPARED FOR:
CITY OF FRANKLIN
STANDING SEAM MTL ROOF
ON #30 FELT ON 5/8"
PLYWD. DECKING, TYP.
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
PRE-ENGINEERED WOOD
TRUSSES - SEE STRUCTURAL
METAL ROOF FLASHING
PER MANUFACTURER
STANDARD DETAIL, TYP.
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
3A
FREEDOM BALL FIELDS
3A
1"
CEMENTITIOUS SIDING W/ TRIM ,
PAINTED, ON #30 FELT OVER 1/2"
OSB SHEATHING, TYP.
2' - 0" MIN.
ROOF RIDGE BELOW, TYP.
SCALE
AS, DA
DETAIL - HEAD WALL DETAIL
CHECKED BY
N.T.S.
SHEET NO.
SG
As
indicated
A7.03
11' - 0"
5' - 6"
5' - 6"
1' - 0"
19'- 9" T.O.POST
GALV. TUBE STEEL W/ WELDED
CAP , SEE STRUCTURE.
CONT. GALV. ANGLE
WELDED RO TUBE STEEL
POST , SEE STRUCTURE.
PREFINISHED DRIP
EDGE FLASHING
LOUVERED EQUIPMENT
SCREENS SYSTEM
SINGLE-PLY ROOFING MEMBRANE EXTEND UP PARAPET WALL
BRAKE FORMED, PREFINISHED
METAL FLASHING
5/8" EXTERIOR SHEATHING
PROVIDE CONT. WELD,
SEE STRUCTURE
2X CONT. WD
BLOCKING, TYP.
0' - 8"
TPO PENETRATION
POCKET
1/2" EXTERIOR SHEATHING
WITH #30 FELT
CANT AND BASE FLASHING
2X2 PERIMETER TRIM,
PAINT TO MATCH
SOFFIT, TYP.
12'- 9" POST BEARING
PRE- ENGINEERED ROOF JOISTS
WITH 1/2":12" SLOPED TOP CHORD
AND FLAT BOTTOM CHORD
PRE- ENGINEERED ROOF JOISTS
WITH 1/2":12" SLOPED TOP CHORD
AND FLAT BOTTOM CHORD
GALV. TUBE STEEL , SEE
STRUCTURE.
SINGLE-PLY ROOFING
MEMBRANE ON 5/8" PW
ROOF DECKING
1/2" PLYWOOD CEILING, W/ 1X2 BATTEN AT
ALL PANEL JOINTS & 2X2 PERIMETER TRIM,
PAINTED, TYP. - RATED CEILING WHERE
INDICATED ON RCP PLAN.
2X6 LEDGER FASTENED TO
BOTTOM CHORD OF ROOF
TRUSS. PROVIDE 2X12 PLATE
ON TOP FOR POST SLEEVE
ATTACHMENT
3
2X8 PT TOP PLATE
A7.04
DETAIL - ROOF EAVE
1 1/2" = 1'-0"
CMU WALL BEYOND
ENLARGED MECHANICAL ROOF PLAN
2
DETAIL - ROOF SCREENS POST
A7.04
1/2" = 1'-0"
2' - 0"
1 1/2" = 1'-0"
STANDING SEAM METAL ROOF SYSTEM
•
PRE- ENGINEERED ROOF
TRUSSES - SEE STRUCTURE
5/8" EXTERIOR SHEATHING
•
•
•
CANT AND BASE FLASHING
PREFINISHED STANDING SEAM
ROOF PANELS SYSTEM
#30 FELT - WRAP OVER
WOOD FASCIA
CONTINUOUS CEE-RIB W/ FASTENERS
AS PER ROOF MANUFACTURER'S
RECOMENDED INSTALLATION
SINGLE-PLY ROOFING
MEMBRANE - EXTEND UP
PARAPET WALL
T&G DECKING
EAVE FLASHING, 4" END LAPS WITH
CONT. CAULK AT LAPS
SINGLE-PLY ROOFING
MEMBRANE ON 5/8" PW
ROOF DECKING
2X8 PT. BASE PLATE AND ANCHOR
BOLT SET IN GROUT SOLID 8" CMU
BOND BEAM
- SEE WALL TYPES FOR CMU
- SEE STRUC. FOR REINFORCEMENT
PRE-FINISHED STANDING SEAM
METAL ROOFING
#30 ROOFING FELT
3/4" PLYWOOD SHEATHING, SEE
STRUCTURAL
PRE-ENGINEERED ROOF TRUSSES,
SEE STRUCTURAL
RAKE TRIM WITH CCLOSURE
GUTTER AND
DOWNSPOUT SYSTEM
SINGLE-PLY ROOFING
MEMBRANE - EXTEND UP
PARAPET WALL
PRE- ENGINEERED ROOF JOISTS
WITH 1/2":12" SLOPED TOP CHORD
AND FLAT BOTTOM CHORD
FREEDOM BALL FIELDS
1
A7.04
5/8" EXTERIOR SHEATHING
SUBMITTALS / REVISIONS
NO
12" R-38 BATT INSUL. W/ VAPOR
RETARDER AT ALL CEILINGS OF
ENCLOSED SPACES, TYP.
TENNESSEE
A7.04
FRANKLIN
Sim
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
12'- 0" T.O.CMU
2
1X PAINTED FASCIA
SOFFIT SYSTEM:
•
1/2" PLYWOOD BACKER
•
5/16" FIBER CEMENT SOFFIT PANELS, PAINTED.
•
PROVIDE PERFORATED PANELS AT PERIMETER
WITH PERFORATED SIDE AT EAVE END W/
INSECT SCREEN AT EAVE SIDE
•
PROVIDE 2X2 PAINTED WOOD TRIM AT
PERIMETER
•
PROVIDE EVENLY SPACED 1X1 PAINTED WOOD
TRIM AT 4' - 0" O.C. MAX & AT ALL JOINTS
LY
1' - 10"
2X4 CONT. SLOPED LEDGER
POST SLEEVES - ATTACH W/ WELDED
BASE PLATE , SEE STRUCTURE
PRE-FINISHED PREFINISHED BOX GUTTER
SYSTEM, MIN. 6" X 6", WITH
HEAVY DUTY DOWNSPOUT
SYSTEM, MIN. 4" X 4", TYP.
PREPARED FOR:
CITY OF FRANKLIN
8' - 0"
4' - 4"
4' - 0"
SINGLE-PLY ROOFING
MEMBRANE ON 5/8" PW
ROOF DECKING
SLEEVES HEIGHT VARIES
WITH ROOF SLOPE
A200
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
0' - 7 1/2"
1' - 10"
1/2" / 12"
ROOFING MEMBRANE EXTEND BEYOND GUTTER
1/2":12" slope
GATE WITH
LOCKING LATCH
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
LOUVERED EQUIPMENT
SCREENS SYSTEM
STANDING SEAM METAL
ROOF SYSTEM
SINGLE-PLY ROOFING
MEMBRANE ON 5/8" PW
ROOF DECKING
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
6" / 12"
PRE- ENGINEERED ROOF
JOISTS WITH 1/2":12"
SLOPED TOP CHORD AND
FLAT BOTTOM CHORD SEE STRUCTURE
DATE
DESCRIPTION
PRE- ENGINEERED ROOF
TRUSSES - SEE STRUCTURE
METAL EAVE FASCIA
1X4 FASCIA
2X NAILER
2' - 0"
SUPPORT BEAM, POWDER
COATED - SEE STRUCTURE
1/2" PLYWOOD CEILING, W/ 1X2 BATTEN AT
ALL PANEL JOINTS & 2X2 PERIMETER TRIM,
PAINTED, TYP. - RATED CEILING WHERE
INDICATED ON RCP PLAN.
TUBE COLUMN, POWDER
COATED - SEE STRUCTURE
SHEET TITLE
DETAILS - ROOF
DETAILS
PROJECT NO.
18062-3
02/25/2021
DRAWN BY
4
A7.04
DETAIL - ROOF GABLE
1 1/2" = 1'-0"
5
A7.04
DETAIL - ROOF EDGE, RAKE
1 1/2" = 1'-0"
6
A7.04
DETAIL - ROOF EAVE,BUILDING C&D
SCALE
AS, DA
CHECKED BY
SG
1" = 1'-0"
DATE
As
indicated
SHEET NO.
A7.04
DOOR NOTES
VARIES;
SEE DOOR
SCHEDULE
SINGLE DOOR
IN CMU WALL
DOOR
DOOR
7' - 0"
FA
FB
SINGLE DOOR IN CMU WALL, TYP.
DOUBLE DOOR IN CMU WALL, TYP.
GRAPHIC WINDOW LEGEND
SEE WINDOW
0' - 8"
5' - 4"
0' - 2"
0' - 2"
1' - 4"
0' - 2"
0' - 8"0' - 8"0' - 8"0' - 8"0' - 8"0' - 8"0' - 8"0' - 8"
SUBMITTALS / REVISIONS
DATE
DESCRIPTION
SCHEDULE
TO T.O. SILL
SILL AT 8' - 8" A.F.F.
SEE WINDOW
0' - 8"
NO
2' - 10" MAX.
0' - 10" APPROX.; GC
TO VERIFY W/ MANUF.
SCHEDULE
VARIES;
SEE DOOR SCHEDULE
0' - 2"
DOOR
FRAME
DOOR
7' - 4"
0' - 4"
7' - 0"
7' - 4"
FRAME
3' - 0"
0' - 4"
DOOR
3' - 0"
DIMENSIONS PROVIDED FOR MECHANICAL GATES ARE NOMINAL & APPROXIMATE.
GC TO VERIFY & COORDINATE ALL DIMENSIONS, MATERIALS, AND CONNECTIONS
FOR MECHANICAL LOUVER SCREENS AND GATES WITH MANUFACTURER, TYP.
TENNESSEE
0' - 2"
0' - 2"
3.
DOUBLE DOOR
IN STUD WALL
FRANKLIN
3' - 0"
AUTOMATIC DOOR CLOSER
SINGLE DOOR
IN STUD WALL
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
PREPARED FOR:
CITY OF FRANKLIN
FRAME
2.
EQ. - UNO
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
FRAME
SEE DOOR HARDWARE SPECIFICATIONS FOR HARDWARE SET INFO.
EQ. - UNO
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
6' - 4"
1.
0' - 2"
FREEDOM BALL FIELDS
0' - 2"
3' - 4"
DOUBLE DOOR
IN CMU WALL
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
GRAPHIC DOOR FRAME LEGEND
EQ. - UNO
VARIES;
SEE DOOR
SCHEDULE
0' - 2"
LY
DB
METAL DOUBLE DOOR HOLLOW AT INTERIOR LOCATIONS,
INSULATED AT EXTERIOR LOCATIONS
EQ. - UNO
VARIES;
SEE DOOR
SCHEDULE
0' - 2"
0' - 2"
VARIES;
SEE DOOR SCHEDULE
VARIES;
SEE DOOR SCHEDULE
SEE SCHED.
SEE SCHED.
DA
METAL SINGLE DOOR HOLLOW AT INTERIOR LOCATIONS,
INSULATED AT EXTERIOR LOCATIONS
0' - 2"
0' - 4"
SEE SCHED.
VARIES;
SEE DOOR
SCHEDULE
0' - 4"
SEE SCHED.
0' - 2"
0' - 2"
0' - 2"
0' - 2"
VARIES;
SEE DOOR SCHEDULE
GRAPHIC DOOR LEGEND
SEE WINDOW
0' - 4" MAX.
SCHEDULE
SHEET TITLE
0' - 4" MAX.
DOOR & WINDOW
LEGENDS AND
NOTES
W01
HORIZONTAL SLIDING TRANSACTION WINDOW
WITH OVERHEAD COILING SHUTTER BUILDING A CONCESSIONS.
WINDOWS MUST MEET ENERGY COMPLIANCE
WHEN CLOSED / NOT IN USE
8x8 GLASS BLOCK
BUILDINGS A & B AS INDICATED ON
ELEVATIONS.
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
1/2" = 1'-0"
SG
SHEET NO.
A8.00
BRICK VENEER WALL SYSTEM:
A - JAMB
•
SEAL BOTH SIDE, ALL AROUND
A - JAMB
THRESHOLD BELOW
OUTSIDE
INSIDE
H.M. FRAME
8 3/4" TYP.
8" CMU, DAMP PROOFING,
PAINTED AS SCHEDULED
•
2" CONTINUOUS RIGID
INSULATION , R-10
•
2" AIR SPACE
•
4" BRICK VENEER WITH
ADJUSTABLE TIES @16" O.C. MAX
HORIZONTALLY & VERTICALLY
-SEE STRUCTURE
H.M. DOOR, INSULATED AT EXT. DOOR,
NON-INSULATED AT INT. DOOR, TYP.
- SEE DOOR SCHEDULE
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
WIRE JAMB TIE, TYP.
WIRE JAMB TIE, TYP.
H.M. FRAME, SOLID GROUT
- SEE DOOR SCHEDULE
WALL SYSTEM:
B - HEAD
B - HEAD
MORTAR MESH - FULL AIRSPACE WIDTH
WEEPS @ 2'-0" O.C.
OUTSIDE
INSIDE
THROUGH WALL FLASHING TERMINATE AT CMU GROUT
INSULATED METAL DOORS SEE DOOR SCHEDULE
C - SILL
ADA THRESHOLD ON
CONT. BED OF SEALANT.
SIZE THRESHOLD TO
COVER CONC. JOINT
2" (R-10) PERIMETER RIGID
INSULATION WITH
WEATHER RESISTANT
PROTECTIVE COVERING
1/2" CONTINUOUS EXPANSION
JOINT MATERIAL
CONCRETE SLAB W/POLY
VAPOR BARRIER OVER
COMPACTED GRAVEL SEE STRUCTURAL
EXT. SLAB ON GRADE, SLOPE
AWAY FROM BUILDING
- SEE CIVIL
SEE STRUC. FOR DOWEL
TURN-DOWN CONCRETE SLAB, APPLY
BITUMINOUS DAMPPROOFING ON
CONC., TYP. AT EXTERIOR DOORS SEE STRUCTURE
1
A8.01
HM DOOR DETAILS - EXTERIOR WALL
1 1/2" = 1'-0"
H.M. DOOR
H.M. FRAME
C - SILL
4" CONCRETE SLAB ON GRADE W/
VAPOR OVER COMPACTED GRAVEL THICKENED SLAB AT INTERIOR WALL,
SEE STRUCTURE
2
A8.01
H.M. DOOR DETAILS - INTERIOR WALL
TENNESSEE
H.M. FRAME,
GROUT FILLED
FRANKLIN
4" H.M. FRAME HEADER,
GROUT FILLED
APPLY COLOR MATCH
SEALANT TO BOTH SIDES
OF FRAME
PREPARED FOR:
CITY OF FRANKLIN
THROUGH WALL FLASHING
OVER DOOR OPENING, SEAL
BOTH SIDE, ALL AROUND
CMU BOND BEAM
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
BENT PLATE, PAINTED SEE STRUCTURAL
INTERIOR WALL
• 8" STANDARD CMU, INTERIOR
• SEE A0.41 FOR RATED WALL CONSTRUCTION
- SEE FINISH SCHEDULE FOR PAINT FINISH
- SEE STRUC. FOR REINFORCEMENT
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
OUTSIDE
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
INSIDE
FREEDOM BALL FIELDS
8" CMU, DAMP PROOFING,
PAINTED AS SCHEDULED
•
2" CONTINUOUS RIGID
INSULATION , R-10
•
2" AIR SPACE
•
4" BRICK VENEER WITH
ADJUSTABLE TIES @16" O.C. MAX
HORIZONTALLY & VERTICALLY
-SEE STRUCTURE
LY
•
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
1 1/2" = 1'-0"
SHEET TITLE
DOOR NOTES &
DETAILS
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
SG
1 1/2" =
1'-0"
SHEET NO.
A8.01
CASEWORK NOTES
ATTACH SHELVING UNITS DIRECTLY TO FACE OF
SIDE WALLS WITH ANCHORS AT 16" O.C. MAX.
1' - 1" TYP.,
1/2" THICK BACK PANEL, MATERIAL & FINISH
AS INDICATED. FASTEN TO WALL, TYP.
1' - 2"
0' - 4"
2' - 3" MAX.
BASE CABINET BELOW; TYPE VARIES.
SEE CASEWORK ELEVATIONS FOR
ADDITIONAL INFORMATION.
A9.00
1/2" THICK BACK PANEL, MATERIAL
& FINISH AS INDICATED. FASTEN
TO WALL, TYP.
3/4" THICK BASE & SIDE PANEL,
MATERIAL & FINISH AS INDICATED, TYP.
4" COVED RUBBER BASE ON
3/4" PLYWOOD, TYP.
BASE CABINET WITH DOOR
2' - 1" TYP.
HORIZONTAL 2x2 CONTINUOUS SHELVING
SUPPORTS, PAINTED.
7.
ALL DRAWERS AND CABINETS SHALL BE LOCKABLE, U.N.O.
8.
CASEWORK FINISHES TO BE AS FOLLOWS:
CONCESSIONS (BUILDING A) -
3/4" FINISH GRADE PLYWOOD APA RATED
A-C EXT WITH "A" FACE EXPOSED FOR
PAINTING
•
VERTICAL 2x2 CONTINUOUS SHELVING
SUPPORTS AT 48" O.C. MAX., PAINTED.
BOLT TO WALL WITH 3/8" MAS. ANCHORS.
•
3/4" SOLID SURFACE COUNTERTOP WITH 1 1/2" EDGE TREATMENT AND 4" BACKSPLASH, COLOR &
FINISH AS NOTED IN SCHEDULES, DRAWINGS, & SPECS.
3/4" PLYWOOD WITH PLASTIC LAMINATE FINISH FOR BASE CABINETS (DOORS, DRAWERS, SIDE/END
PANELS), COLOR & FINISH AS NOTED IN SCHEDULES, DRAWINGS, & SPECS.
3/4" PLYWOOD WITH PLASTIC LAMINATE FINISH FOR SUPPORT BRACKETS, COLOR & FINISH AS NOTED
IN SCHEDULES, DRAWINGS, & SPECS.
3/4" PLYWOOD WITH PLASTIC LAMINATE FINISH FOR UPPER CABINETS, COLOR & FINISH AS NOTED IN
SCHEDULES, DRAWINGS, & SPECS.
•
•
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
LY
3/4" = 1'-0"
4" HIGH BACKSPLASH TO MATCH COUNTERTOP
U.N.O., SEAL TO WALL. RETURN AT SIDE WALL, TYP.
3/4" THICK SOLID SURFACE COUNTERTOP WITH 1 1/2"
EDGE TREATMENT, FINISH AS SCHEDULED. PROVIDE
GROMMETS AS REQUIRED. COORD. LOCATIONS W/
OWNER, TYP.
6" H. DRAWER WITH 3/4"
THICK FACE, MATERIAL &
FINISH AS INDICATED, TYP.
A - SOLID SURFACE COUNTERTOP
3/4" THICK LOCKABLE CABINET
DOOR, MATERIAL & FINISH AS
INDICATED, TYP.
4" HIGH BACKSPLASH TO MATCH COUNTERTOP
U.N.O., SEAL TO WALL. RETURN AT SIDE WALL, TYP.
4" COVED RUBBER BASE ON
3/4" PLYWOOD, TYP.
3/4" THICK PLYWOOD COUNTERTOP WITH 1 1/2"
EDGE TREATMENT; PLYWOOD TO BE FULLY
WRAPPED WITH PLASTIC LAMINATE SHEET
FROM FACE OF WALL TO FACE OF BLOCKING
BELOW, FINISH AS SCHEDULED. SEE SPECS.
PROVIDE GROMMETS AS REQUIRED. COORD.
LOCATIONS W/ OWNER, TYP.
BASE CABINET WITH DRAWER & DOOR
3/4" = 1'-0"
2' - 1" TYP.
0' - 2" RETURNS
FOR FASTENERS,
TYP.
0' - 7"
4" COVED RUBBER BASE
ON 3/4" PLYWOOD, TYP.
7
A9.00
COUNTERTOP WITH FLOOR SUPPORTS
3/4" = 1'-0"
TENNESSEE
2' - 6" AT WORKSPACE
3/4" THICK PLYWOOD
SUPPORT LEG, 4' - 0" MAX.
UNSUPPORTED SPAN.
FINISH TO MATCH
SURROUNDING CASEWORK
U.N.O., TYP.
2' - 10" TYP., U.N.O.
2x4 FRAMING
4" COVED RUBBER BASE
ON 3/4" PLYWOOD, TYP.
COUNTERTOP WITH WALL BRACKETS
3/4" THICK COUNTERTOP WITH 1 1/2"
EDGE TREATMENT, MATERIAL &
FINISH AS INDICATED. PROVIDE
GROMMET AS REQUIRED. COORD.
LOCATIONS W/ OWNER, TYP.
1" SS DIVIDER LIP, ROUND EDGES
2' - 1" TYP., U.N.O.
0' - 5 1/2"
0' - 1 1/2"
2' - 6" AT WORKSPACE
HEAVY DUTY METAL ANGLE BRACKET
AT 48" O.C. MAX., PAINTED TO MATCH
SURROUNDING CASEWORK U.N.O., TYP.
3/4" THICK BACKSPLASH,
FINISH TO MATCH
COUNTERTOP, RETURN AT
SIDE WALL, TYP.
2' - 3"
3/4" THICK COUNTERTOP WITH 1 1/2"
EDGE TREATMENT, MATERIAL &
FINISH AS INDICATED. PROVIDE
GROMMET AS REQUIRED. COORD.
LOCATIONS W/ OWNER, TYP.
0' - 4"
0' - 4"
1/2" THICK BACK PANEL,
MATERIAL & FINISH AS INDICATED.
FASTEN TO WALL, TYP.
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
B - PLASTIC LAMINATE COUNTERTOP
U.N.O.
.
3/4" THICK BACKSPLASH, FINISH TO MATCH
COUNTERTOP, RETURN AT SIDE WALL, TYP.
U.N.O.
3/4" THICK COUNTERTOP WITH 1 1/2" EDGE
TREATMENT, MATERIAL & FINISH AS
INDICATED. PROVIDE GROMMET AS REQUIRED.
COORD. LOCATIONS W/ OWNER, TYP.
4" HIGH BACKSPLASH TO MATCH COUNTERTOP
U.N.O., SEAL TO WALL. RETURN AT SIDE WALL, TYP.
3/4" THICK PLYWOOD COUNTERTOP WITH 1 1/2"
EDGE TREATMENT; PLYWOOD TO BE FULLY
WRAPPED WITH STAINLESS STEEL SHEET FROM
FACE OF WALL TO FACE OF BLOCKING BELOW,
FINISH AS SCHEDULED. SEE SPECS. PROVIDE
GROMMETS AS REQUIRED. COORD. LOCATIONS
W/ OWNER, TYP.
1/2" THICK REMOVABLE PANEL W/ COUNTERSUNK
SCREWS, MATERIAL & FINISH TO MATCH
SURROUNDING CASEWORK AS INDICATED, TYP.
1' - 0 1/2"
3/4" THICK ENCLOSURE PANELS,
MATERIAL & FINISH AS
INDICATED, TYP.
2' - 10" TYP.
2' - 3 1/2"
1/2" THICK REMOVABLE PANEL W/
COUNTERSUNK SCREWS,
MATERIAL & FINISH AS
INDICATED, TYP.
0' - 1 1/2"
0' - 4"
SEE PLUMBING FOR SINK & FAUCETS
0' - 8"
U.N.O.
2' - 10" TYP.
0' - 1 1/2"
0' - 4"
0' - 8"
1' - 0 1/2"
.
0' - 2" RETURNS
FOR
FASTENERS,
TYP.
2' - 3 1/2"
0' - 8"
0' - 1 1/2"
2' - 10" TYP.
3/4" THICK BASE & SIDE PANEL,
MATERIAL & FINISH AS
INDICATED, TYP.
3/4" THICK COUNTERTOP WITH 1 1/2"
EDGE TREATMENT, MATERIAL &
FINISH AS INDICATED. PROVIDE
GROMMET AS REQUIRED. COORD.
LOCATIONS W/ OWNER, TYP.
COUNTERTOP HEIGHT AT WORKSPACE SHALL BE 2' - 6" A.F.F., ALL OTHERS SHALL BE 2' - 10", U.N.O.
3/4" = 1'-0"
2' - 1" TYP.,U.N.O.
3/4" THICK ADJUSTABLE
SHELVING, MATERIAL & FINISH
AS INDICATED, TYP.
SEE PLUMBING FOR SINK & FAUCETS
6
A9.00
3/4" = 1'-0"
3/4" THICK COUNTERTOP WITH 1
1/2" EDGE TREATMENT, MATERIAL
& FINISH AS INDICATED. PROVIDE
GROMMET AS REQUIRED. COORD.
LOCATIONS W/ OWNER, TYP.
3/4" THICK BACKSPLASH, FINISH TO
MATCH COUNTERTOP, RETURN AT
SIDE WALL, TYP.
U.N.O.
OPEN BASE CABINET WITH DRAWER
3/4" THICK BACKSPLASH,
FINISH TO MATCH
COUNTERTOP, RETURN AT
SIDE WALL, TYP.
A9.00
3/4" = 1'-0"
2' - 6" AT WORKSPACE, U.N.O.
4" COVED RUBBER BASE ON
3/4" PLYWOOD, TYP.
9
6.
FRANKLIN
3/4" THICK LOCKABLE CABINET
DOOR, MATERIAL & FINISH AS
INDICATED, TYP.
0' - 4"
2' - 6" AT WORKSPACE, U.N.O.
2' - 10" TYP., U.N.O.
0' - 4"
U.N.O.
PLYWOOD COUNTERTOP TO RECEIVE SINK SHALL BE APA MARINE GRADE.
PREPARED FOR:
CITY OF FRANKLIN
3/4" THICK BACKSPLASH, FINISH TO
MATCH COUNTERTOP, RETURN AT
SIDE WALL, TYP.
3/4" THICK COUNTERTOP WITH 1 1/2"
EDGE TREATMENT, MATERIAL &
FINISH AS INDICATED. PROVIDE
GROMMET AS REQUIRED. COORD.
LOCATIONS W/ OWNER, TYP.
2' - 1" TYP.
8
1/2" THICK BACK PANEL,
MATERIAL & FINISH AS INDICATED.
FASTEN TO WALL, TYP.
A9.00
3/4" = 1'-0"
5.
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
A9.00
3/4" THICK BASE & SIDE
PANEL, MATERIAL & FINISH
AS INDICATED, TYP.
5
HORIZONTAL 2x2 CONTINUOUS SHELVING
SUPPORTS, PAINTED. BOLT TO WALL WITH
3/8" MAS. ANCHORS.
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
OPEN BASE CABINET
PROVIDE CLEAR SEALANT BETWEEN ALL CASEWORK AND WALL SURFACES.
FREEDOM BALL FIELDS
4
3/4"THICK ADJUSTABLE
SHELVING, MATERIAL & FINISH
AS INDICATED. PROVIDE TWO (2)
REMOVABLE SHELVES PER
CABINET, TYP.
2' - 6" AT WORKSPACE, U.N.O.
4" COVED RUBBER BASE ON
3/4" PLYWOOD, TYP.
4.
3/4" THICK BACKSPLASH, FINISH TO
MATCH COUNTERTOP, RETURN AT
SIDE WALL, TYP.
6" H. DRAWER WITH 3/4" THICK
FACE, MATERIAL & FINISH AS
INDICATED
0' - 4"
3/4" THICK BASE & SIDE PANEL,
MATERIAL & FINISH AS INDICATED, TYP.
3/4" THICK BACKSPLASH, FINISH
TO MATCH COUNTERTOP,
RETURN AT SIDE WALL, TYP.
2' - 10" TYP., U.N.O.
3/4"THICK ADJUSTABLE SHELVING,
MATERIAL & FINISH AS INDICATED.
PROVIDE TWO (2) REMOVABLE
SHELVES PER CABINET, TYP.
2' - 1" TYP., U.N.O.
0' - 6"
1/2" THICK BACK PANEL, MATERIAL &
FINISH AS INDICATED. FASTEN TO
WALL, TYP.
PROVIDE GROMMETS AT ALL UNDERCOUNTER ELECTRICAL OUTLET LOCATIONS.
VERTICAL 2x2 CONTINUOUS SHELVING
SUPPORTS & ANCHORS AT 48" O.C. MAX.,
PAINTED.
3/4" THICK COUNTERTOP WITH 1 1/2"
EDGE TREATMENT, MATERIAL & FINISH
AS INDICATED. PROVIDE GROMMET AS
REQUIRED. COORD. LOCATIONS W/
OWNER, TYP.
0' - 1 1/2"
2' - 10" TYP.
2' - 6" AT WORKSPACE, U.N.O.
0' - 4"
3/4" THICK BACKSPLASH, FINISH TO
MATCH COUNTERTOP, RETURN AT
SIDE WALL, TYP.
3/4" THICK COUNTERTOP WITH 1 1/2"
EDGE TREATMENT, MATERIAL & FINISH
AS INDICATED. PROVIDE GROMMET AS
REQUIRED. COORD. LOCATIONS W/
OWNER, TYP.
3.
TALL OPEN SHELVING
A9.00
3/4" = 1'-0"
0' - 4"
2' - 1" TYP., U.N.O.
ALL EXPOSED INSIDE CABINET SURFACES TO BE WHITE MELAMINE LAMINATE, U.N.O.
STAINLESS STEEL SUPPORT BRACKETS AT
REAR OF HORIZONTAL SHELVING SUPPORTS,
BOLTED TO CONCRETE FLOOR SLAB AT 48" MAX.
3
2' - 10" TYP.
A9.00
3/4" = 1'-0"
UPPER OPEN SHELVING
0' - 6"
A9.00
2
2.
1/2" HARDWOOD EDGE BANDING, PAINTED
0' - 4"
UPPER CABINET
PREFINISHED H.D. OPEN WOOD SHELVING,
TYP. SEE SPECIFICATIONS FOR FURTHER
INFORMATION. SEE PLANS FOR SHELVING
LOCATIONS.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
1
CASEWORK DETAILS / SECTIONS ARE SHOWN FOR DESIGN INTENT ONLY.
HORIZONTAL 2x2 CONTINUOUS SHELVING
SUPPORTS AT 48" O.C. MAX., PAINTED.
0' - 4"
2' - 10" TYP.
BASE CABINET BELOW; TYPE VARIES.
SEE CASEWORK ELEVATIONS FOR
ADDITIONAL INFORMATION.
U.N.O.
4" BACKSPLASH & COUNTERTOP BELOW;
TYPE VARIES. SEE CASEWORK ELEVATIONS
FOR ADDITIONAL INFORMATION.
U.N.O.
1' - 2"
0' - 4"
4" BACKSPLASH & COUNTERTOP BELOW;
TYPE VARIES. SEE CASEWORK ELEVATIONS
FOR ADDITIONAL INFORMATION.
1.
EQ
3/4" THICK BASE & SIDE PANEL,
MATERIAL & FINISH AS INDICATED, TYP.
3/4" THICK BASE & SIDE PANEL,
MATERIAL & FINISH AS INDICATED, TYP.
7' - 4" MAX.
VARIES
1/2" THICK BACK PANEL, MATERIAL & FINISH
AS INDICATED. FASTEN TO WALL, TYP.
SEE INT. ELEVS.
SEE INT. ELEVS.
VARIES
3/4" THICK LOCKABLE DOOR, MATERIAL
& FINISH AS INDICATED, TYP.
EQ
3/4" THICK ADJUSTABLE SHELVING,
MATERIAL & FINISH AS INDICATED;
PROVIDE TWO (2) PER CABINET, TYP.
3/4" THICK ADJUSTABLE SHELVING,
MATERIAL & FINISH AS INDICATED;
PROVIDE TWO (2) PER CABINET, TYP.
2' - 10" TYP.
EQ
U.N.O.
1/2" THICK FULL HEIGHT CABINET DOORS WITH
INTEGRATED TOE KICK FOR ADA SINKS & BASE
CABINETS, TYP. AT ALL SINKS IN BASE CABINETS
0' - 8"
3/4" THICK ENCLOSURE PANELS, MATERIAL &
FINISH AS INDICATED, TYP.
SHEET TITLE
CASEWORK
DETAILS
PROJECT NO.
C - STAINLESS STEEL COUNTERTOP
18062-3
02/25/2021
DRAWN BY
SCALE
AS, DA
10
COUNTERTOP WITH SINK ENCLOSURE
11
COUNTERTOP FOR ADA SINK WITH CABINET
DOORS
A9.00
3/4" = 1'-0"
A9.00
3/4" = 1'-0"
CHECKED BY
SG
12
COUNTERTOP DETAILS
A9.00
1 1/2" = 1'-0"
DATE
As
indicated
SHEET NO.
A9.00
1
C
1' - 4"
X
X
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
19
D
B
B
2' - 0"
B
B
4' - 8"
4' - 0"
3' - 4"
1' - 4"
2' - 0"
3' - 0"
4
Sim
A9.00
A9.00
Sim
Sim
5
A9.00
4
A9.00
BLDG. A - CASEWORK ELEVATION 1
Sim
A9.01
2' - 8"
4' - 0"
4' - 0"
2' - 8"
BLDG. A - CASEWORK ELEVATION 2
1/2" = 1'-0"
2
C
12' - 0"
2' - 0"
3' - 4"
0' - 8"
5' - 4"
3' - 4"
A101A
7
19
48
E
7
2' - 0"
N
J
2
25
J
4
17
30
2' - 0"
K
30
1' - 4"
3' - 4"
3' - 4"
0' - 8" NOM.
10' - 1"
0' - 7" NOM.
6' - 0"
2' - 0"
L
12' - 0"
5
I
11
25
O
7
B
B
33
32
D
17
0' - 4"
2' - 4 1/2" MAX.
10
19
4' - 0"
0' - 1 1/2"
0' - 4"
9
0' - 4" MAX.
2' - 10" MAX.
36
0' - 8"
L
3
2' - 4 1/2" MAX.
1' - 4"
4' - 0"
0' - 8"
Y
1' - 4"
A102
4' - 0"
2' - 0"
0' - 1"
1
6' - 0"
A9.00
A9.00
2
1/2" = 1'-0"
32
Sim
4
0' - 1"
A9.01
4
31
33
2' - 0"
1
Sim
5
7' - 4"
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
26' - 0"
P
B
TENNESSEE
4' - 0"
18
J
FRANKLIN
3' - 4"
0' - 4" MAX.
1' - 4"
37
I
W01
33
2' - 0"
0' - 8"
B
48
E
10
1
PREPARED FOR:
CITY OF FRANKLIN
B
3
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
B
5
9
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
B
8
FREEDOM BALL FIELDS
B
10
0' - 1 1/2"
0' - 4"
6
Q
N
0' - 1 1/2"
B
5
0' - 4"
7
2' - 4 1/2" MAX.
11
0' - 1 1/2"
9
1
2' - 4 1/2" MAX.
W01
4' - 0"
0' - 8"
8
W01
A101B
LY
VERIFY W/ MANUF.
5' - 6"
X
2' - 10" MAX.
3' - 8" APPROX.
10" APPROX.,
VERIFY W/ MANUF.
2' - 0"
0' - 1"
2
SUBMITTALS / REVISIONS
NO
DATE
DESCRIPTION
33
2' - 0"
3' - 4"
0' - 8"
5' - 4"
3' - 4"
4
1' - 2"
Sim
A9.00
3
A9.01
BLDG. A - CASEWORK ELEVATION 3
1/2" = 1'-0"
4
A9.01
BLDG. A - CASEWORK ELEVATION 4
1/2" = 1'-0"
SHEET TITLE
CASEWORK
ELEVATIONS
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
1/2" = 1'-0"
SG
SHEET NO.
A9.01
2
1
C
X
5' - 4"
6' - 8"
5' - 4"
6' - 8"
0' - 10" APPROX.
VERIFY W/ MANUF.
X
7' - 4"
3' - 4"
0' - 0 3/4"
0' - 1 1/2"
1' - 10 1/2"
0' - 1 1/2"
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
EQ.
H
EQ.
9
3
10
B
3' - 4"
B
0' - 8" NOM.
10' - 1"
0' - 8" NOM.
Sim
5
A9.00
33
8' - 0"
5
B
Sim
4
2' - 0"
Sim
3' - 0"
A9.00
33
3' - 0"
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
A9.00
2' - 0"
B
33
8' - 0"
Sim
B
1' - 4"
33
4
B
A9.00
4
7' - 4"
3' - 4"
0' - 8"
6' - 8"
Sim
3
A9.00
2
A9.02
1/2" = 1'-0"
1/2" = 1'-0"
C
2
0' - 1"
1
BLDG. A - CASEWORK ELEVATION 6
7' - 4"
0' - 1 1/2"
0' - 1 1/2"
0' - 0 3/4"
1' - 10 1/2"
0' - 1 1/2"
X
3' - 8 1/4" ±
EQ.
H
EQ.
0' - 8"
A102
0' - 1"
A9.02
BLDG. A - CASEWORK ELEVATION 5
A9.00
4' - 8"
1
4' - 0"
7
2' - 6"
30
O
W01
L
25
O
7
0' - 4"
25
36
MAX.
6
5
17
K
2' - 4 1/2"
37
7
0' - 1 1/2"
36
EQ.
36
Sim
1
11
J
B
B
D
B
SUBMITTALS / REVISIONS
NO
33
1' - 4"
3' - 4"
14' - 8"
6' - 0"
2' - 0"
6' - 8"
3
6' - 0"
Sim
A9.00
3
A9.02
BLDG. A - CASEWORK ELEVATION 7
1/2" = 1'-0"
4
A9.02
TENNESSEE
1' - 4"
J
E
FRANKLIN
2' - 0"
B
36
2' - 6"
B
LY
B
0' - 1 1/2"
7
2' - 4 1/2" MAX.
4' - 0"
2' - 4 1/2" MAX.
48
28
0' - 4" MAX.
2' - 10" MAX.
J
PREPARED FOR:
CITY OF FRANKLIN
48
E
8
W01
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
E
D
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
4
6
FREEDOM BALL FIELDS
6
0' - 10" APPROX.
VERIFY W/ MANUF.
5
VERIFY W/ MANUF.
7
3
3' - 8" APPROX.
N
A101B
EQ.
11
VERIFY W/ MANUF.
0' - 4"
0' - 1 1/2"
0' - 4"
17
0' - 8"
8
3' - 8" APPROX.
W01
W01
DATE
DESCRIPTION
33
1' - 4"
6' - 0"
4' - 0"
3' - 4"
4
Sim
A9.00
BLDG. A - CASEWORK ELEVATION 8
1/2" = 1'-0"
SHEET TITLE
CASEWORK
ELEVATIONS
PROJECT NO.
18062-3
DATE
02/25/2021
DRAWN BY
SCALE
AS, DA
CHECKED BY
1/2" = 1'-0"
SG
SHEET NO.
A9.02
NORMAL WEIGHT CONCRETE SHALL BE USED IN THE FOLLOWING AREAS AND SHALL HAVE THE PROPERTIES AS
SHOWN BELOW:
5.
WOOD TRUSS LOADS (IN ADDITION TO SELF-WEIGHT):
ROOF TRUSSES
TOP CHORD DEAD LOAD:
TOP CHORD LIVE LOAD:
BOTTOM CHORD DEAD LOAD:
10 PSF
20 PSF
10 PSF
6.
7.
8.
9.
10.
11.
12.
SNOW LOAD DESIGN DATA
1.
2.
3.
4.
5.
6.
7.
GROUND SNOW LOAD (PG) = 10 PSF
FLAT ROOF SNOW LOAD (PF) = 10 PSF
SLOPED ROOF SNOW LOAD (PS) = 10 PSF
SNOW EXPOSURE FACTOR (CE) = 0.9
THERMAL FACTOR (CT) = 1.0
SNOW LOAD IMPORTANCE FACTOR (IS) = 1.0
UNBALANCED LOAD PARAMETERS
a.
HD = 1’-6”
b.
ɣ = 15.3 PCF
WIND LOAD DESIGN DATA
1.
2.
3.
4.
5.
ULTIMATE DESIGN WIND SPEED, Vult = 105 MPH
NOMINAL DESIGN WIND SPEED, Vasd = 90 MPH
WIND LOAD IMPORTANCE FACTOR (IW) = 1.0
WIND EXPOSURE = C
GROSS WIND PRESSURE (W) BASED ON 10 SQ. FT. TRIBUTARY AREA SHOULD BE AS OUTLINED BELOW AND
SHALL BE COMBINED USING THE LOAD COMBINATIONS IN ASCE 7-16 SECTION 2.3.2 TO PRODUCE THE
WORST CASE NET LOADING ON THE ELEMENT BEING CONSIDERED. IN NO CASE SHALL THE NET WIND
PRESSURE BE LESS THAN 16 PSF (ULITMATE LOAD LEVEL).
RESTROOM, CONCESSIONS
a.
b.
c.
d.
e.
f.
ROOF ZONE 1
ROOF ZONE 2E
ROOF ZONE 2R
ROOF ZONE 3
WALL ZONE 4
WALL ZONE 5
+16.0 PSF, -38.1 PSF
+16.0 PSF, -48.7 PSF
+16.0 PSF, -61.4 PSF
+16.0 PSF, -61.4 PSF
+21.2 PSF, -23.3 PSF
+21.2 PSF, -29.6 PSF
FOR TRIBUTARY AREAS GREATER THAN 10 SQ. FT. MULTIPLY VALUES SHOWN BY THE REDUCTION
FACTORS SHOWN IN ASCE 7-10 TABEL 30.7-2.
EARTHQUAKE DESIGN DATA
8.
9.
10.
11.
12.
THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS AND SHALL NOTIFY THE
STRUCTURAL ENGINEER OF ANY DISCREPANCIES
THE SHOP DRAWINGS WILL NOT BE REVIEWED BY THE STRUCTURAL ENGINEER UNLESS CHECKED BY THE
FABRICATOR AND APPROVED BY THE CONTRACTOR. SHOP DRAWINGS THAT DO NOT INCLUDE STAMP OF
APPROVAL BY THE CONTRACTOR WILL BE RETURNED UNCHECKED.
SUBMIT ELECTRONIC VERSIONS OF SHOP DRAWINGS TO THE GREATEST EXTENT POSSIBLE. WHERE HARD COPIES
ARE SUBMITTED, ONLY ONE COPY OF THE REVIEWED SHOP DRAWING SUBMITTAL WILL BE RETURNED.
SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FOLLOWING ITEMS:
1.
SHORT PERIOD SPECTRAL RESPONSE (SS) = 0.30
1-SECOND SPECTRAL RESPONSE (S1) = 0.14
SEISMIC IMPORTANCE FACTOR (IE) = 1.00
OCCUPANCY CATEGORY = II
SEISMIC DESIGN CATEGORY = C
SITE CLASSIFICATION = C
SHORT PERIOD SPECTRAL RESPONSE
a.
COEFFICIENT (SDS) = 0.24
1-SECOND SPECTRAL RESPONSE
b.
COEFFICIENT (SD1) = 0.16
BASIC STRUCTURAL SYSTEM / SEISMIC RESISTING SYSTEM: STEEL SYSTEMS NOT SPECIFICALLY DETAILED
FOR SEISMIC/ORDINARY REINFORCED MASONRY SHEAR WALLS
ANALYSIS PROCEDURE UTILIZED = EQUIVALENT LATERAL FORCE PROCEDURE
RESPONSE MODIFICATION COEFFICIENT (R) = 3.0/2.0
SEISMIC RESPONSE COEFFICIENT (CS) = 0.12/0.08
3.
4.
CONCRETE REINFORCEMENT. SHOP DRAWINGS SHALL IDENTIFY ALL SPLICE LOCATIONS AND SPLICE
LENGTHS.
CONCRETE MASONRY REINFORCEMENT (INCLUDING PLANS AND ELEVATIONS FOR EACH WALL INDICATING
ALL CMU REINFORCING REQUIREMENTS)
STRUCTURAL STEEL. DESIGN CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER
REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED FOR ALL CONNECTIONS NOT
SPECIFICALLY DETAILED ON THE DRAWINGS. A LETTER SHALL ALSO BE PROVIDED BY CONNECTIONS
ENGINEER INDICATING THAT THE SUBMITTED SHOP DRAWINGS HAVE ADEQUATELY INCORPORATED THE
CONNECTION DESIGNS.
PREFABRICATED WOOD TRUSSES INCLUDING DESIGN CALCULATIONS THAT HAVE BEEN SIGNED AND
SEALED BY AN ENGINEER REGISTED IN THE STATE WHERE THE PROJECT IS LOCATED. SHOP DRAWINGS
MUST INCLUDE FRAMING LAYOUTS, ERECTION DETAILS, AND REQUIRED TEMPORARY AND PERMANENT
BRACING.
PRODUCT DATA SUBMITTALS
THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC ITEMS LISTED BELOW.
CONTRACTOR SHALL NOT USE PRODUCTS OTHER THAN THOSE SUBMITTED WITHOUT THE APPROVAL OF THE
STRUCTURAL ENGINEER.
SUBMIT HARD COPIES OR ELECTRONIC VERSIONS OF PRODUCT DATA. FOR HARD COPY OPTION, SUBMIT A
MINIMUM OF TWO COPIES OF PRODUCT DATA TO THE STRUCTURAL ENGINEER FOR REVIEW (ONE COPY SHALL BE
RETAINED BY THE STRUCTURAL ENGINEER). FOR ELECTRONIC OPTION, SUBMIT PRODUCT DATA IN ADOBE PDF
FORMAT.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
FIBER REINFORCEMENT FOR CONCRETE
DIAMOND PLATE DOWELS FOR SLABS ON GRADE
CONCRETE CURING COMPOUND
CONCRETE JOINT SEALANT
WATER STOPS
MASONRY JOINT REINFORCEMENT
EXPANSION ANCHORS
ADHESIVE ANCHORS
NON-SHRINK GROUT
WOOD FRAMING CONNECTOR HARDWARE
FOUNDATIONS
GENERAL
THE STRUCTURE HAS BEEN DESIGNED SUCH THAT IT IS STABLE IN ITS FINAL STATE. THE DESIGN OF TEMPORARY
BRACING, SHORING, TEMPORARY SUPPORTS, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE
CONTRACTORS RESPONSIBILTY TO DETERMINE ERECTION PROCEDURES AND SEQUENCING TO INSURE SAFETY OF
THE BUILDING AND ITS COMPONENTS DURING ERECTION.
THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL,
ELECTRICAL AND PLUMBING DRAWINGS AND SPECIFICATIONS.
1.
2.
3.
4.
COMPRESSIVE STRENGTH (28 DAYS): 3000 PSI
MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.50
MAXIMUM COARSE AGGREGATE SIZE: 1 INCH
AIR CONTENT: N/A
CONCRETE MASONRY LINTELS SHALL BEAR A MINIMUM OF 8 INCHES ONTO SUPPORTING MASONRY, UNLESS NOTED
OTHERWISE. BEARING FOR ALL BEAMS, LINTELS, JOISTS, ETC. SHALL BE GROUTED SOLID A MINIMUM OF ONE
COURSE (8 INCHES) BELOW BEARING ELEVATION, UNLESS NOTED OTHERWISE.
THE METHOD OF CONCRETE PLACEMENT SHALL PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND
TROWELING OPERATIONS UNTIL THE CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT
SPRINKLE WATER ON SLAB SURFACE TO AIDE IN FINISHING.
PROVIDE MASONRY CONTROL JOINTS AT 30’-0” OC MAXIMUM, UNO. LOCATE JOINTS IN ACCORDANCE WITH NCMA
TEK 10-2C “CONTROL JOINTS FOR CONCRETE MASONRY WALLS – EMPIRICAL METHOD”.
PROVIDE CURING OF CONCRETE SLABS IMMEDIATELY AFTER FINISHING USING A SPRAYED ON DISSIPATING-RESIN
LIQUID CURING COMPOUND CONFORMING TO ASTM C309, UNLESS NOTED OTHERWISE.
ALL VERTICAL REINFORCING SHALL BE LOCATED IN THE CENTER OF CORE UNLESS NOTED OTHERWISE AND SHALL
BE SPLICED WITH DOWELS OF THE SAME SIZE AND SPACING FROM THE FOUNDATION. SPLICE LENGTHS FOR
VERTICAL REINFORCING SHALL BE IN ACCORDANCE WITH THE MASONRY SPLICE CHART.
FOR WAREHOUSE SLABS ON GRADE, USE ASHFORD FORMULA CURING/SEALING COMPOUND. APPLY IN
ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS IMMEDIATELY FOLLOWING FINISHING OPERATIONS.
SLABS ON GRADE SHALL RECEIVE A SMOOTH TROWEL FINISH, AND BE PLACED TO ACHIEVE THE FOLLOWING
MINIMUM TOLERANCES:
OVERALL VALUES:
LOCAL VALUES:
CONCRETE
DESIGN OF CERTAIN BUILDING COMPONENTS ARE TO BE COMPLETED BY A SPECIALTY ENGINEER RETAINED BY THE
CONTRACTOR. THESE COMPONENTS INCLUDE THE FOLLOWING:
1.
STEEL CONNECTIONS
2.
METAL PLATE CONNECTED WOOD TRUSSES
MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE
SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301). READY-MIXED CONCRETE SHALL CONFORM TO THE
REQUIREMENTS OF ASTM C94
CEMENT SHALL CONFORM TO ASTM C150, TYPE I.
FLY ASH SHALL CONFORM TO ASTM C618, CLASS C OR F. THE RATIO OF THE AMOUNT (BY WEIGHT) OF FLY ASH TO
TOTAL CEMENTITIOUS MATERIALS IN THE MIX SHALL NOT EXCEED 25 PERCENT.
NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33.
WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494.
MASONRY SHALL BE LAID IN RUNNING BOND UNO
BRICK VENEER MASONRY
FF = 25 FL = 20
FF = 20 FL = 15
PROVIDE EXPANSION JOINTS IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS.
THE MINIMUM LOCAL AREA SHALL BE ANY BAY DEFINED BY COLUMN LINES.
PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS-ON-GRADE AT A MAXIMUM SPACING OF 36 TIMES THE
SLAB THICKNESS. PROVIDE JOINTS AT ALL COLUMN LOCATIONS. LOCATE JOINTS TO ELIMINATE RE-ENTRANT
CORNERS AND TO CREATE SQUARE OR RECTANGULAR SECTIONS WITH MAXIMUM LONG SIDE TO SHORT SIDE
RATIO OF 1.5 TO 1.
REINFORCING STEEL
REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, UNLESS NOTED
OTHERWISE.
REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM TO THE LATEST EDITION OF THE
FOLLOWING STANDARDS: ACI 301, ACI 315, ACI 318 AND ACI DETAILING MANUAL (SP66).
PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:
#6 BARS AND LARGER EXPOSED TO EARTH OR WEATHER:
#5 BARS AND SMALLER EXPOSED TO EARTH OR WEATHER:
BEAM AND COLUMN TIES, STIRRUPS AND SPIRALS:
ELEVATED SLAB BARS NOT EXPOSED TO EARTH OR WEATHER:
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
PROVIDE BOND BEAMS WITH 2-NO 5 CONTINUOUS BARS AT THE TOP OF ALL PARAPETS, FOUNDATION WALLS, AT
THE BOTTOM OF ALL WALL OPENINGS AND WHERE SHOWN ON THESE DRAWINGS.
3 INCHES
2 INCHES
1-1/2 INCHES
1-1/2 INCHES
3/4 INCH
DO NOT WELD, HEAT OR CUT REINFORCING BARS UNLESS REQUIRED BY THE CONTRACT DOCUMENTS OR
APPROVED BY THE STRUCTURAL ENGINEER
IF BRICK EXPANSION JOINT LOCATIONS ARE NOT INDICATED ON THE ARCHITECTURAL DRAWINGS OR IN THE
SPECIFICATIONS, SUBMIT PROPOSED EXPANSION JOINT LOCATIONS TO THE ARCHITECT AND STRUCTURAL
ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. UNLESS INDICATED OTHERWISE, PROVIDE EXPANSION JOINTS
AT 20’-0” OC MAXIMUM. LOCATE JOINTS IN ACCORDANCE WITH BIA TECHNICAL NOTE 18A “ACCOMMODATING
EXPANSION OF BRICKWORK” AT OFFSETS, SETBACKS, WALL INTERSECTIONS, CORNERS, CHANGES IN THICKNESS,
CHANGES IN HEIGHT, OR EDGES OF OPENINGS.
2-24-21
EXPANSION ANCHORS
EXPANSION ANCHORS SHALL BE HILTI “KWIK BOLT TZ” OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE
STRUCTURAL ENGINEER, UNO.
ANCHOR FINISH SHALL BE CARBON STEEL FOR INTERIOR EXPOSURES AND AISI 316 STAINLESS STEEL FOR
EXTERIOR AND BELOW GRADE EXPOSURES, UNO.
ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS BY INSTALLERS
TRAINED BY THE MANUFACTURER’S REPRESENTATIVE.
ANCHORS SHALL NOT BE INSTALLED IN CONCRETE OR MASONRY UNTIL IT HAS ATTAINED ITS SPECIFIED MINIMUM 28
DAY COMPRESSIVE STRENGTH.
ADHESIVE ANCHORS FOR SOLID SUBSTRATES
ADHESIVE ANCHORS FOR SOLID SUBSTRATES SHALL BE HILTI "HIT-HY 200" OR AN EQUIVALENT SUBSTITUTE
APPROVED BY THE STRUCTURAL ENGINEER, UNO.
LAP SPLICE LENGTHS SHALL CONFORM WITH THE CLASS "B" LAP AS DEFINED BY THE LATEST EDITION OF ACI 318.
REINFORCING BARS SHALL BE PLACED WITHIN ¼” OF THE SPECIFIED LOCATION FOR MEMBERS 10 INCHES THICK OR
LESS AND WITHIN ½” OF THE SPECIFIED LOCATION FOR MEMBERS IN EXCESS OF 10 INCHES THICK.
ALL 90 DEGREE AND 180 DEGREE BENDS SHOWN ON THE DRAWINGS SHALL BE STANDARD HOOKS, UNLESS NOTED
OTHERWISE.
UNLESS OTHERWISE SHOWN OR NOTED, PROVIDE 2-#5 BARS (ONE EACH FACE) AROUND UNFRAMED OPENINGS IN
CONCRETE WALLS AND GRADE BEAMS. PLACE BARS PARALLEL TO THE SIDES OF THE OPENING AND EXTEND 24"
BEYOND CORNERS.
DELEGATED DESIGN OF BUILDING COMPONENTS
GROUT FOR REINFORCED MASONRY SHALL BE PROPORTIONED IN ACCORDANCE WITH ASTM C476. COARSE AND
FINE AGGREGATES SHALL CONFORM TO ASTM C404. USE COARSE GROUT FOR ALL GROUTING EXCEPT HIGH-LIFT
POURS DEFINED BY ACI 530-05 TABLE 1.16.1, WHERE FINE GROUT SHALL BE USED.
SLABS ON GRADE SHALL BE INSTALLED IN ACCORDANCE WITH THE GUIDE FOR CONCRETE FLOOR AND SLAB
CONSTRUCTION (ACI 302.1R), LATEST EDITION.
DESIGN NET SOIL PRESSURE:
FOUNDATIONS AND SOILS RELATED WORK SHALL BE INSPECTED BY A LICENSED GEOTECHNICAL ENGINEER.
WRITTEN FIELD REPORTS SHALL BE FORWARDED TO THE STRUCTURAL ENGINEER AS SOON AS THEY BECOME
AVAILABLE.
MORTAR USED IN CONCRETE MASONRY UNITS SHALL BE TYPE S
PROVIDE MINIMUM 9-GAUGE GALVANIZED STEEL WIRE JOINT REINFORCEMENT IN ALL MASONRY CONSTRUCTION.
REINFORCEMENT SHALL BE SPACED AT 16 INCHES ON CENTER EXCEPT AT PARAPETS AND BELOW GRADE WHERE
IT SHALL BE SPACED AT 8 INCHES ON CENTER OR IN LOCATIONS OTHERWISE IDENTIFIED ON THESE DRAWINGS.
REINFORCEMENT SHALL BE CONTINUOUS AND IT SHALL BE LAPPED EIGHT INCHES AT SPLICES. REINFORCEMENT
SHALL NOT EXTEND THROUGH CONTROL AND EXPANSION JOINTS.
PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL BARS AT CORNERS OF ALL WALLS AND
GRADE BEAMS. PROVIDE CLASS B LAP SPLICES OF THE CORNER BARS WITH STRAIGHT BARS.
SPREAD FOOTINGS:
2000 PSF
CONTINUOUS WALL FOOTINGS:
2000 PSF
THE SLAB ON GRADE WAS DESIGNED BASED ON A MODULUS OF SUBGRADE REACTION OF 100 PCI.
PROPORTIONING OF MORTAR SHALL BE IN ACCORDANCE WITH ASTM C270.
PLACE GROUT IN LIFTS NOT TO EXCEED 5 FEET UNLESS HIGH LIFT GROUTING PROCEDURES ARE SUBMITTED FOR
APPROVAL. GROUT SHALL BE CONSOLIDATED WITH MECHANICAL VIBRATORS AND THE NEXT LIFT SHALL BE
PLACED WHILE THE PREVIOUS LIFT IS STILL PLASTIC.
FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT
NUMBER L&A 18-002 PREPARED BY COLLIER ENGINEERING.
NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE
MADE WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.
THE SPECIALTY ENGINEER SHALL DESIGN THE COMPONENTS AND ASSOCIATED CONNECTIONS PER THE STRENGTH
AND SERVICEABILITY REQUIREMENTS INDICATED.
INTERIOR SLABS ON GRADE
CONCRETE SLABS ON GRADE
SHOP DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR AND HIS APPLICABLE SUB-CONTRACTORS TO ENABLE
THE FABRICATION, INSTALLATION, AND/OR THE ERECTION OF THE APPLICABLE PORTION OF THE WORK IN
ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS. THE STRUCTURAL ENGINEER WILL
REVIEW THESE SHOP DRAWINGS FOR COMPLIANCE WITH DESIGN INTENT ONLY.
2.
POSITIVE VALUE (+) ARE APPLIED TOWARDS THE SURFACE AND NEGATIVE (-) VALUES ARE APPLIED
AWAY FROM THE SURFACE. THE DIMENSION “a” THAT DIFFERENTIATES THE INTERIOR FROM THE
EXTERIOR ZONES IS 10 FT
1.
2.
3.
4.
5.
6.
7.
SHOP DRAWING SUBMITTALS
ENTRANCE PLATFORMS, RETAINING WALLS, AND CURBS / SIDEWALKS / EXTERIOR SLABS EXPOSED TO DE-ICERS
1.
COMPRESSIVE STRENGTH (28 DAYS): 4500 PSI
2.
MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.45
3.
MAXIMUM COARSE AGGREGATE SIZE: 1 INCH
4.
AIR CONTENT: 6% +/- 1.5%
5.
MAX PERCENT FLYASH: 25%
ANCHORS SHALL BE ASTM A36 THREADED RODS FOR INTERIOR EXPOSURES AND AISI 316 STAINLESS STEEL FOR
EXTERIOR AND BELOW GRADE EXPOSURES, UNO.
ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS BY INSTALLERS
TRAINED BY THE MANUFACTURER'S REPRESENTATIVE.
ADHESIVE ANCHORS SHALL NOT BE INSTALLED IN CONCRETE OR MASONRY UNTIL IT HAS ATTAINED ITS SPECIFIED
MINIMUM 28 DAY COMPRESSIVE STRENGTH.
MINIMUM EMBEDMENT DEPTH SHALL BE 8 BOLT DIAMETERS UNLESS NOTED OTHERWISE.
ADHESIVE ANCHORS FOR HOLLOW SUBSTRATES
WELDED WIRE MESH (WWM)
ADHESIVE ANCHORS FOR HOLLOW SUBSTRATES SHALL BE HILTI "HIT-HY 70" WITH HILTI “HIT-SC” SCREEN TUBE OR
AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNO.
WELDED WIRE MESH SHALL BE SMOOTH WIRE CONFORMING TO ASTM A185 AND IT MESH SHALL BE SUPPLIED IN
FLAT SHEETS. INDIVIDUAL SHEETS SHALL BE LAPPED AT LEAST ONE SPACE OR 6 INCHES, WHICHEVER IS GREATER.
ANCHORS SHALL BE ASTM A36 THREADED RODS FOR INTERIOR EXPOSURES AND AISI 316 STAINLESS STEEL FOR
EXTERIOR AND BELOW GRADE EXPOSURES, UNO.
WELDED WIRE MESH SHALL BE PLACED AS FOLLOWS, UNLESS NOTED OTHERWISE:
SLABS ON GRADE:
2 INCHES DOWN FROM TOP OF SLAB.
SLABS ON METAL DECK:
3/4 INCH DOWN FROM TOP OF SLAB.
ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS BY INSTALLERS
TRAINED BY THE MANUFACTURER'S REPRESENTATIVE.
CONCRETE TESTING
MAKE ONE SET OF TEST CYLINDERS IN ACCORDANCE WITH ASTM C31 FOR EACH DAY'S POUR AND FOR EACH 100
CUBIC YARDS. EACH SET SHALL INCLUDE ONE SPECIMEN TESTED AT 7 DAYS, 2 SPECIMENS TESTED AT 28 DAYS
AND ONE SPECIMEN RETAINED IN RESERVE TO BE TESTED AT THE DIRECTION OF THE STRUCTURAL ENGINEER.
NON-SHRINK GROUT
GROUT SHALL BE A NON-METALLIC, SHRINKAGE RESISTANT (WHEN TESTED IN ACCORDANCE WITH THE LATEST
EDITION OF ASTM C827 OR CRD-C621), PREMIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING
PORTLAND CEMENT, SILICA SANDS, SHRINKAGE COMPENSATING AGENTS AND FLUIDITY IMPROVING COMPOUNDS.
GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'C) OF 5,000 PSI IN 28 DAYS.
WHEN THE AMBIENT TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEGREES DURING THE COURSE OF A
CONCRETE POUR OR SUBSEQUENT CURING PROCESS, AN ADDITIONAL SET OF CONCRETE TEST CYLINDERS SHALL
BE MADE AND TESTED. THESE CYLINDERS SHALL BE STORED IMMEDIATELY ADJACENT TO, AND CURED UNDER THE
SAME CONDITIONS AS THE BUILDING CONCRETE. SPECIAL CURING BOXES ARE NOT PERMITTED FOR THESE TEST
CYLINDERS.
TENNESSEE
20 PSF
20 PSF
CONCRETE MASONRY SHALL CONSIST OF HOLLOW UNITS CONFORMING TO THE REQUIREMENTS OF ASTM C90,
WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. CONCRETE MASONRY ASSEMBLAGES SHALL
HAVE A MINIMUM COMPRESSIVE STRENGTH (F'M) OF 1,500 PSI AT 28 DAYS.
FRANKLIN
LIVE LOAD
DEAD LOAD
UNIQUE MIX IDENTIFICATION AND INTENDED LOCATION OF PLACEMENT.
CEMENT TYPE AND QUANTIY IN LBS AND MILL CERTIFICATE FROM MANUFACTURER.
FLY ASH TYPE AND QUANTIY IN LBS (WHEN USED) AND MILL CERTIFICATE FROM MANUFACTURE
COURSE AGGREGATE QUANTIY IN LBS AT SSD CONDITIONS, GRADATION REPORT, NAME AND LOCATION OF
SUPPLIER.
FINE AGGREGATE QUANTITY IN LBS AT SSD CONDITIONS, GRADATION REPORT, NAME AND LOCATION OF
SUPPLIER.
WATER QUANTITY IN LBS OR GALLONS.
ADMIXTURE DOSAGES, PRODUCT NAME(S) AND MANUFACTURER NAME(S).
FIBER REINFORCEMENT DOSAGE (WHEN USED), PRODUCT NAME AND MANUFACTURER NAME.
DESIGN 28-DAY COMPRESSIVE STRENGTH (F'C).
DESIGN PERCENTAGE OF ENTRAINED AIR (WHERE APPLICABLE).
DESIGN WATER/CEMENT RATIO
STATISTICAL ANALYSIS OF LABORATORY STRENGTH TEST DATA IN ACCORDANCE WITH "STANDARD
DEVIATION" DETERMINATION OUTLINED IN ACI 318.
COMPRESSIVE STRENGTH (28 DAYS): 4500 PSI
MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.45
MAXIMUM COARSE AGGREGATE SIZE: 1-1/2 INCHES
AIR CONTENT: 6% +/- 1.5%
LY
1.
2.
3.
4.
ROOF LOADS
1.
2.
3.
4.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
UNLESS OTHERWISE NOTED, FLOOR FRAMING HAS BEEN DESIGNED UTILIZING LIVE LOAD REDUCTIONS TO THE
EXTENT ALLOWED BY THE BUILDING CODE.
CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE BUILDING CODE
REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530).
FOOTINGS AND MATS AND GRADE BEAMS
PREPARED FOR:
CITY OF FRANKLIN
THE CONTRACTOR SHALL SUBMIT A MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE FOR REVIEW BY THE
STRUCTURAL ENGINEER. THE CONTRACTOR SHALL NOT USE ANY CONCRETE WITH A MIX DESIGN OTHER THAN
THAT APPROVED FOR THE SPECIFIC APPLICATION WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.
SUBMITTALS FOR EACH MIX DESIGN SHALL INCLUDE THE FOLLOWING INFORMATION:
750 NEW HIGHWAY 96 WEST
THE BUILDING STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE.
CONCRETE MASONRY
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
CONCRETE MIX DESIGN SUBMITTAL
FREEDOM BALL FIELDS
DESIGN DATA (IBC 2018)
AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260 AND SHALL BE CERTIFIED BY THE MANUFACTURER
TO BE COMPATIBLE WITH OTHER ADMIXTURES.
SUBMITTALS / REVISIONS
CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING MORE THAN 0.1 PERCENT CHLORIDE IONS SHALL
NOT BE USED.
NO DATE
DESCRIPTION
COLD WEATHER CONCRETING SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ACI 306R,
COLD WEATHER CONCRETING.
HOT WEATHER CONCRETING SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ACI 305R, HOT
WEATHER CONCRETING.
SHEET TITLE
GENERAL NOTES
PROJECT NO.
DATE
DRAWN BY
SCALE
18062-1
RA
02/25/21
CHECKED BY
MT
SHEET NO.
401 West Main Street, Suite 204 . Lebanon, TN 37087 . 615-784-4475
S0.1
GENERAL NOTES CONT'D
PREFABRICATED WOOD TRUSSES
STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B.
STRUCTURAL STEEL ROD HANGERS AND BRACING SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE.
ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE.
BOLTED CONNECTIONS SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR
A490 BOLTS, APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF THE ENGINEERING
FOUNDATION. BOLTED CONNECTIONS FOR STRUCTURAL STEEL MEMBERS SHALL BE MADE WITH 3/4" DIAMETER
A325 BOLTS, UNLESS NOTED OTHERWISE. BOLTED CONNECTIONS SHALL BE TIGHTENED TO THE SNUG TIGHT
CONDITION, EXCEPT BOLTED CONNECTIONS IN BRACE ELEMENTS ARE TO BE FULLY PRETENSIONED WITH CLASS A
FAYING SURFACES.
WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S
STRUCTURAL WELDING CODE FOR STEEL ANSI/AWS D1.1.
WELDED CONNECTIONS USING ASTM A992 STEEL AS A BASE METAL SHALL BE MADE WITH E70XX LOW HYDROGEN
ELECTRODES. UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, OTHER WELDED CONNECTIONS MAY
BE MADE WITH STANDARD E70XX ELECTRODES.
STRUCTURAL STEEL THAT RECEIVES FINISH PAINT SHALL BE SHOP-PRIMED WITH A RUST-INHIBITING PRIMER,
UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRIMER IS COMPATIBLE WITH FINISH
COAT SYSTEM SPECIFIED BY THE ARCHITECT. COORDINATE FINISH PAINTING REQUIREMENTS WITH THE
ARCHITECT.
STRUCTURAL STEEL THAT IS NOT EXPOSED IN THE FINISHED CONSTRUCTION AND DOES NOT RECEIVE FINISH PAINT
SHALL NOT BE SHOP-PRIMED, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
STRUCTURAL STEEL NOTED TO BE GALVANIZED SHALL BE HOT-DIP GALVANIZED IN CONFORMANCE WITH ASTM
A123.
DO NOT PAINT OR GALVANIZE THE FOLLOWING SURFACES:
1. SURFACES TO BE WELDED.
2. SURFACES TO RECEIVE BOLTED SLIP-CRITICAL CONNECTIONS.
3. SURFACES TO RECEIVE SHEAR STUD CONNECTIONS.
4. SURFACES TO RECEIVE SPRAYED-ON FIREPROOFING.
ALL ABRASIONS TO GALVANIZED SURFACES OR SURFACES TO RECEIVE AN ARCHITECTURAL FINISH COAT SHALL BE
TOUCHED-UP AFTER ERECTION IS COMPLETE. FOR PAINTED STEEL, USE A PRIMER EQUIVALENT TO THE SHOP
PAINT. FOR GALVANIZED STEEL, USE A ZINC-RICH COLD-GALVANIZING PAINT.
DESIGN CONNECTIONS NOT SHOWN IN ACCORDANCE WITH THE LRFD SPECIFICATION AND MANUAL OF STEEL
CONSTRUCTION. UNLESS NOTED OTHERWISE ON THE DRAWINGS, DESIGN BEAM CONNECTIONS NOT SHOWN, TO
SUPPORT ONE-HALF THE TOTAL UNIFORM LOAD-CARRYING CAPACITY OF THE BEAM. PROVIDE NO LESS THAN 2
BOLTS IN ANY SINGLE LINE OF BOLTS, UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS.
PROVIDE L4X4X1/4 FRAMED OPENINGS FOR ALL ROOF PENETRATIONS 12 INCHES OR LARGER ALONG ANY SIDE,
UNLESS LARGER FRAMING IS INDICATED. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR PENETRATIONS.
COORDINATE FRAMED OPENING SIZES AND LOCATIONS WITH THE MECHANICAL AND PLUMBING CONTRACTORS.
SEPARATION OF DISSIMILAR METALS
DISSIMILAR METALS SHALL BE ELECTRICALLY ISOLATED TO PREVENT GALVANIC CORROSION VIA NON-CONDUCTIVE
WASHERS, GASKETS, COATINGS, OR EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNO.
STRUCTURAL WOOD
STRUCTURAL WOOD SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITIONS
OF THE TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) AND THE
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE AMERICAN FOREST AND PAPER
ASSOCIATION (AFPA).
STRUCTURAL WOOD FRAMING SHALL BE NO. 2 SOUTHERN PINE OR BETTER, EXCEPT WALL STUDS SHALL BE STUD
GRADE SOUTHERN PINE OR BETTER, UNLESS NOTED OTHERWISE.
PROVIDE 2X STUD BLOCKING BETWEEN ALL WALL STUDS AT MID HEIGHT OR SUCH THAT THE UNBRACED THE
LENGTH OF THE WALL STUDS DOES NOT EXCEED 10 FEET.
SILL PLATES AND OTHER WOOD MEMBERS BEARING DIRECTLY ON CONCRETE OR MASONRY SHALL BE PRESSURETREATED NO. 2 SOUTHERN PINE OR BETTER.
SILL PLATES SHALL BE SECURED WITH BOLTS NOT LESS THAN ½” DIAMETER EMBEDDED AT LEAST 7 INCHES INTO
THE CONCRETE OR MASONRY AND SPACED NOT MORE THAN 6 FEET APART. THERE SHALL BE A MINIUMUM OF TWO
BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN 4 INCHES FROM THE END
OF EACH PIECE.
NAILS AND OTHER WOOD FASTENERS, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE LATEST EDITION OF
THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.
BOLTS AND LAG SCREWS IN CONNECTIONS OF WOOD MEMBERS SHALL CONFORM TO ASTM A307, UNLESS NOTED
OTHERWISE. STANDARD CUT WASHERS SHALL BE USED BETWEEN THE WOOD AND BOLT HEAD AND THE WOOD
AND NUT.
JOIST HANGERS, HOLD-DOWNS, AND ALL OTHER WOOD CONNECTORS SHALL BE MANUFACTURED BY SIMPSON
STRONG-TIE COMPANY, OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER. INSTALL THE
EXACT QUANTITY, SIZE, MATERIAL, TYPE AND FINISH OF FASTENERS AS INDICATED IN THE CONNECTOR
MANUFACTURER'S PRODUCT DATA, UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE ON THE DRAWINGS.
ALL WOOD MEMBERS SHALL BE SECURED PER THE NAILING SCHEDULE IN THE ABOVE REFERENCED BUILDING
CODE
PLYWOOD
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
PLYWOOD PANELS SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST CRITERIA
ESTABLISHED BY THE AMERICAN PLYWOOD ASSOCIATION (APA) INCLUDING THE LATEST EDITION OF THE PLYWOOD
DESIGN SPECIFICATION AND ITS SUPPLEMENTS.
PLYWOOD PANELS SHALL BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF THE APA AND SHALL MEET THE
REQUIREMENTS OF THE LATEST EDITION OF THE U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND
INDUSTRIAL PLYWOOD OR THE APA PRP-108 PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL-USE
PANELS.
ROOF AND FLOOR PANELS SHALL BE INSTALLED WITH THE LONG DIMENSION (FACE GRAIN) ACROSS THE SUPPORTS
WITH PANELS CONTINUOUS OVER 2 OR MORE SUPPORTS.
STAGGER PANEL END JOINTS. END JOINTS SHALL ONLY OCCUR OVER A SUPPORT. UNLESS RECOMMENDED
OTHERWISE BY THE PANEL MANUFACTURER, PROVIDE A 1/8" GAP BETWEEN PANEL ENDS AND EDGES. PANEL
EDGES SHALL BE TONGUE-AND-GROOVE OR SUPPORTED ON 2" (NOMINAL) LUMBER BLOCKING INSTALLED
BETWEEN JOISTS.
SPECIAL INSPECTION
SPECIAL INSPECTION IS A MANDATORY REQUIREMENT OF THE GENERAL CONTRACTOR FOR VERIFYING
CONFORMANCE OF THE INDICATED CONSTRUCTION. SPECIAL INSPECTION IS REQUIRED IN ADDITION TO ALL
MATERIAL TESTS AND INSPECTIONS IDENTIFIED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS.
THE GENERAL CONTRACTOR SHALL EMPLOY INDEPENDENT AGENCY(IES) OR INDIVIDUAL(S) TO PROVIDE SPECIAL
INSPECTION FOR ITEMS AS INDICATED ON THE DRAWINGS.
THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON, WHO SHALL DEMONSTRATE COMPETENCE, TO THE
SATISFACTION OF THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER, FOR INSPECTION OF EACH
PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.
“PERIODIC” SPECIAL INSPECTION IS DEFINED AS “THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK
REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE
THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.”
“CONTINUOUS” SPECIAL INSPECTION IS DEFINED AS “THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL
INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING
PERFORMED.”
THE GENERAL CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER FOR REVIEW A MINIMUM OF 14 DAYS
PRIOR TO COMMENCEMENT OF CONSTRUCTION OF ELEMENTS REQUIRING SPECIAL INSPECTION THE FOLLOWING:
1.
NAME(S), ADDRESS(ES), TELEPHONE NUMBER(S), EMAIL ADDRESS(ES), AND STATEMENT(S) OF
QUALIFICATIONS OF ALL SPECIAL INSPECTOR(S) TO BE ENGAGED ON THE PROJECT.
2.
A LISTING OF ALL ITEMS TO RECEIVE SPECIAL INSPECTION, DESIGNATION WHETHER INSPECTION
WILL BE CONTINUOUS OR PERIODIC AND THE NAME OF THE INDIVIDUAL THAT WILL BE PERFORMING
INSPECTION FOR EACH ITEM.
2-24-21
THE CONTRACTOR SHALL COORDINATE WITH THE SPECIAL INSPECTOR SUFFICIENTLY IN ADVANCE OF WORK
REQUIRING SPECIAL INSPECTION AND SHALL PROVIDE ACCESS TO THE SITE AND TO THE CONSTRUCTION
DOCUMENTS (CURRENT DRAWINGS AND SPECIFICATIONS) FOR THE SPECIAL INSPECTOR CARRY OUT THE
REQUIRED OPERATIONS.
THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK REQUIRING SPECIAL INSPECTION FOR CONFORMANCE TO
THE CONSTRUCTION DOCUMENTS. ALL NON-CONFORMING WORK SHALL BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE IMMEDIATE ATTENTION OF
THE STRUCTURAL ENGINEER.
THE SPECIAL INSPECTOR SHALL SUBMIT PERIODIC PROGRESS REPORTS TO THE CONTRACTOR AND STRUCTURAL
ENGINEER IDENTIFYING ALL SPECIAL INSPECTION OPERATIONS PERFORMED. REPORTS SHALL BE SUBMITTED NO
MORE THAN 7 DAYS FOLLOWING EACH SPECIAL INSPECTION OPERATION. REPORTS SHALL IDENTIFY THE ITEM(S)
INSPECTED AND AN INDICATION OF WHETHER THE INSPECTED ITEMS WERE IN CONFORMANCE WITH THE
CONSTRUCTION DOCUMENTS.
AT THE COMPLETION OF ALL WORK REQUIRING SPECIAL INSPECTION, THE SPECIAL INSPECTOR SHALL SUBMIT A
FINAL SIGNED REPORT TO THE CONTRACTOR AND STRUCTURAL ENGINEER STATING WHETHER THE WORK
REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE, IN
CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.
FAILURE TO PERFORM SPECIAL INSPECTION FOR THE INDICATED CONSTRUCTION OR FAILURE TO CORRECT NONCONFORMING WORK SHALL CONSTITUTE A BASIS FOR REJECTION OF THE WORK AND REMOVAL AND
REPLACEMENT BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, INCLUDING, BUT NOT
LIMITED TO:
1.
THE COST OF REMOVAL AND REPLACEMENT OF ALL WORK FOR WHICH SPECIAL INSPECTION WAS
REQUIRED BUT NOT PERFORMED, INCLUDING THE COST OF TESTING AND SPECIAL INSPECTION FOR
THE REPLACEMENT WORK.
2.
THE COST OF ALL RELATED WORK MADE NECESSARY BY THE REMOVAL AND REPLACEMENT OF THE
UNINSPECTED WORK PER ITEM 1 ABOVE.
3.
THE COST FOR DESIGN PROFESSIONAL’S SERVICES RELATED TO ALL WORK FOR WHICH SPECIAL
INSPECTION WAS REQUIRED BUT NOT PERFORMED AND SERVICES RELATED TO THE REPLACEMENT
WORK.
PROVIDE SPECIAL INSPECTION FOR THE FOLLOWING CONSTRUCTION:
STRUCTURAL STEEL
SOILS
SEE TABLE(S) ON THE DRAWINGS FOR SPECIAL INSPECTION PROGRAM REQUIREMENTS.
TENNESSEE
STRUCTURAL STEEL SQUARE AND ROUND TUBES SHALL CONFORM TO ASTM A500, GRADE B.
WOOD TRUSSES SHALL BE DESIGNED USING THE FOLLOWING ALLOWABLE STRESS INCREASE FACTORS:
DEAD LOAD + ROOF LIVE LOAD/SNOW LOAD:
1.15
DEAD LOAD + WIND LOAD:
1.6
DEAD LOAD + ROOF LIVE LOAD/SNOW LOAD + WIND LOAD: 1.6
FRANKLIN
STRUCTURAL STEEL PLATES AND ROLLED SHAPES OTHER THAN WIDE-FLANGE SHAPES SHALL CONFORM TO ASTM
A36, UNLESS NOTED OTHERWISE.
PREPARED FOR:
CITY OF FRANKLIN
STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992.
TRUSSES SHALL CONFORM TO THE GEOMETRY SHOWN ON THE DRAWINGS. ALL OVERBUILD AREAS SHALL BE
PART OF THE ENGINEERED TRUSS SYSTEM AND SHALL BE DESIGNED AND DETAILED ON THE TRUSS SHOP
DRAWINGS.
750 NEW HIGHWAY 96 WEST
STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ANSI/AISC 360
SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION AND AMENDMENTS, AND THE AISC 303 CODE
OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, LATEST EDITION AND AMENDMENTS.
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
STRUCTURAL STEEL
TEMPORARY AND PERMANENT BRACING OF WOOD TRUSSES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE
WITH THE LATEST EDITIONS OF THE TPI PUBLICATIONS BRACING OF WOODEN TRUSSES, SPECIFICATIONS FOR
TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, AND BCSI 1-03 GUIDE TO GOOD PRACTICE
FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.
FREEDOM BALL FIELDS
UNLESS NOTED OTHERWISE, APPLY MASTIC TO A COATING THICKNESS OF 18 MILS. PROVIDE FULL COVERAGE
OVER ITEMS INDICATED TO RECEIVE COATING.
PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, FABRICATED AND ERECTED IN ACCORDANCE
WITH THE LATEST EDITIONS OF THE TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION (AITC), THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE AMERICAN
FOREST AND PAPER ASSOCIATION (AFPA) AND IN ACCORDANCE WITH THE NATIONAL DESIGN STANDARD FOR
METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION BY THE TRUSS PLATE INSTITUTE (TPI).
LY
MASTIC COATING FOR PROTECTION OF INDICATED ITEMS SHALL BE BITUMASTIC 50 COAL TAR MASTIC BY
CARBOLINE OR EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER. INSTALL AT LOCATIONS
INDICATED ON DRAWINGS.
VO
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MASTIC COATING
SUBMITTALS / REVISIONS
ALL FASTENERS AND WOOD CONNECTORS IN CONTACT WITH PRESSURE-TREATED WOOD SHALL BE HOT-DIP
GALVANIZED UNLESS A MORE STRINGENT REQUIREMENT IS NOTED ON THE DESIGN DOCUMENTS.
NO DATE
DESCRIPTION
SHEET TITLE
GENERAL NOTES
PROJECT NO.
DATE
DRAWN BY
SCALE
18062-1
RA
02/25/21
CHECKED BY
MT
SHEET NO.
401 West Main Street, Suite 204 . Lebanon, TN 37087 . 615-784-4475
S0.2
SPECIAL INSPECTION SCHEDULE:
STRUCTURAL STEEL CONSTRUCTION
A Final Report of Special Inspections documenting completion of all required Special Inspections, testing
and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a
Certificate of Use and Occupancy.
3.
Job site safety and means and methods of construction are solely the responsibility of the Contractor.
This Statement of Special Inspections includes the following building systems:
Soils
Structural Steel Construction
Masonry Construction Level A
VO
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O
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4.
5.
X
-
X
B MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.
X
-
X
INSPECTION OF HIGH-STRENGTH BOLTING:
A SNUG-TIGHT JOINTS.
X
-
X
B PRETENSIONED AND SLIP CRITICAL JOINTS USING TURN-OF-NUT
WITH MATCHMARKING, TWIST-OFF BOLT OR DIRECT TENSION
INDICATOR METHODS OF INSTALLATION.
-
-
X
C PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT
WITHOUT MATCHMARKING OR CALIBRATED WRENCH METHODS
OF INSTALLATION.
-
X
-
MATERIAL VERIFICATION OF STRUCTURAL STEEL:
A IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS
SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND
AISC 360.
X
-
X
B MANUFACTURER'S CERTIFIED TEST REPORTS
X
-
X
MATERIAL VERIFICATION OF WELD FILLER MATERIALS:
A IDENTIFICATION MARKINGS TO CONFORM TO AWS
SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS.
X
-
X
B MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.
X
-
X
INSPECTION OF WELDING, STRUCTURAL STEEL:
A COMPLETE AND PARTIAL PENETRATION GROOVE WELDS.
X
X
-
B MULTIPASS FILLET WELDS.
-
X
-
5
C SINGLE-PASS FILLET WELDS > 16"
X
X
-
D SINGLE-PASS FILLET WELDS < 16"
X
-
X
INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE
WITH APPROVED CONSTRUCTION DOCUMENTS:
A DETAILS SUCH AS BRACING AND STIFFENING.
-
-
X
B MEMBER LOCATIONS.
X
-
X
C APPLICATION OF JOINT DETAILS AT EACH CONNECTION.
-
-
X
5
6.
SPECIAL INSPECTION SCHEDULE: SOILS
APPLICABLE
TO THIS
PROJECT?
CONTINUOUS
PERIODIC
1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE
ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.
X
-
X
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND
HAVE REACHED PROPER MATERIAL.
X
-
X
3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL
MATERIALS.
-
-
X
4. VERIFY USE OF PROPER MATERIALS DENSITIES AND LIFT
THICKNESS DURING PLACEMENT AND COMPACTION OF
COMPACTED FILL.
X
X
-
5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE
AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.
X
-
X
VERIFICATION AND INSPECTION TASK
FREQUENCY
SPECIAL INSPECTION SCHEDULE:
MASONRY CONSTRUCTION - LEVEL A
MINIMUM TESTS
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
2-24-21
TENNESSEE
Interim reports shall be submitted to the Building Official and the Registered Design Professional in
Responsible Charge.
MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND
WASHERS:
A IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS
SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.
FRANKLIN
2.
PERIODIC
PREPARED FOR:
CITY OF FRANKLIN
The Special Inspector shall keep records of all inspections and shall furnish inspection reports to the
Building Official and the Registered Design Professional in Responsible Charge. Discovered discrepancies
shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are
not corrected, the discrepancies shall be brought to the attention of the Building Official and the
Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve
the Contractor of his or her responsibilities.
CONTINUOUS
750 NEW HIGHWAY 96 WEST
VERIFICATION AND INSPECTION TASK
1.
FREQUENCY
APPLICABLE
TO THIS
PROJECT?
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with
the Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule
of Special Inspection services applicable to this project as well as the name of the Special Inspector to be
retained for conducting these inspections and tests. This Statement of Special Inspections encompasses
the following disciplines:
Structural
FREEDOM BALL FIELDS
Statement of Special Inspections
NONE
SUBMITTALS / REVISIONS
NO DATE
MINIMUM INSPECTION
DESCRIPTION
VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS
SHEET TITLE
SPECIAL
INSPECTIONS
PROJECT NO.
DATE
DRAWN BY
SCALE
18062-1
RA
CHECKED BY
MT
02/25/21
As
indicated
SHEET NO.
401 West Main Street, Suite 204 . Lebanon, TN 37087 . 615-784-4475
S0.3
ABBREVIATIONS
(FOR STRUCTURAL DRAWINGS ONLY)
MARK
FOR OPENINGS
UP TO 6'11"
BOND BEAM SCHEDULE
2-#6 VERTICAL
4- 3/4" ⌀
C3
HSS 4x4x5/16"
3/4"x10"x10"
4- 3/4" ⌀
C4
HSS 3x0.25"
3/4"x9"x9"
4- 3/4" ⌀
FOOTING SCHEDULE
5'-0" x 5'-0" x 1'-0"
2-#6 VERTICAL
F24
2'-0" x 1'-0" x CONTINUOUS
3- #5 ON #5 AT 12"
F48
4'-0" x 1'-0" x CONTINUOUS
5- #5 ON #5 AT 12"
PC?
PILE CAP MARK
CB-?
CONCRETE BEAM MARK
RECESS
MOMENT CONNECTION
(SEE SECTION)
AGGREGATE FILL
BEAM SPLICE
16" DEEP
BOND BEAM
TCX
JOIST TOP CORD EXTENSION
BCX
JOIST BOTTOM CORD EXTENSION
HORIZ. JOINT REINF AT 16" O.C. STARTING AT
FIRST COURSE ABOVE FOUNDATION. LAP
SPLICES 6". USE PREFAB. L'S AND T'S AT WALL
INTERSECTIONS
16"
5
FOUNDATION
ANGLE SIZE
WALL
FACE OF
WALL
NOTES:
FLOOR SLAB CONTROL AND CONSTRUCTION JOINTS: FILL CONTROL JOINTS TO FULL DEPTH OF SAW-CUT WITH SPECIFIED
FILLER. FILL CONSTRUCTION JOINTS WITH FINE SAND TO DEPTH OF 2". FILL REMAINDER OF JOINT WITH SPECIFIED FILLER.
FILLER SHALL BE METZGER/MCGUIRE MM-80 SEMI RIGID EPOXY FILLER OR EQUAL.
C.J.
C.J.
CLOSURE PLATE AS REQD.
WELD TO ANGLE (SEE ARCH.
DWGS. FOR LOCATIONS)
BOND (50%)
MASONRY UNITS AT
INTERSECTIONS
CONSTRUCTION AND CONTROL JOINTS
3/4" = 1'-0"
NO DATE
TENNESSEE
DESCRIPTION
4'-0" MIN.
BETWEEN STEPS
HAIRPIN
C.J.
SEE FTG. SECTION FOR
REINFORCEMENT (TYPICAL)
SHEET TITLE
MISCELLANEOUS
DETAILS AND
SCHEDULES
PEDESTAL
C.J.
1/ "
8
2'-0"
CORNERS
LOOSE LINTEL DETAIL
3/4" = 1'-0"
6
SUBMITTALS / REVISIONS
C.J.
NOTE:
ALL BRICK ANGLES SHALL
BE GALVANIZED
15
USE EXPANDO-LOK DOWEL AND TIE BAR CLIP ON WITH #6 AT 24" x 1'-6" LONG, SMOOTH DOWEL BAR, ALTERNATIVELY, USE #6 AT
24" x 1'-6" LONG SMOOTH BAR WITH SLIP TUBE AT ON END. TURN BAR IN WET CONCRETE. PLACE BAR PRECISELY AT 90° AT
EDGE OF SLAB.
2'-0"
LOOSE LAID LINTEL-SEE
SCHEDULE
1"
MAX.
CONSTRUCTION JOINTS: PRIOR TO FLOOR SLAB BEING POURED, CONTRACTOR TO SUBMIT POUR SEQUENCE FOR REVIEW
BY A/E.
C.J.
1-#6 VERTICAL IN
CONCRETE FILLED
CELL
*
CONSTRUCTION JOINT DETAIL AT STOP AND START OF EACH POUR
CLEAN OUT OPENINGS
AT GROUT FILLED CELL
LOCATIONS.
NOTE: IT IS IMPERATIVE THAT THE CONTRACTOR OBTAIN ACI-302
AND UNDERSTAND SLAB CONST. AND PROPER JOINTING AS DESCRIBED
THERE IN. SEE GENERAL NOTES FOR MAXIMUM SPACING. (TYPICAL)
NOTE: MIN. 8" BRG. EACH END
CONSTRUCTION KEY SEE SPECS.
*
TYP. MASONRY WALL CONSTRUCTION
3/4" = 1'-0"
5/
16
3/
8
*
SEE PLAN
2'-0"
L6 x 4 x
L6 x 4 x
7
SAW CUT
CONTROL JOINT DETAIL AT SLAB ON GRADE
C.J.
SPAN
UP TO 4'-0"
4'-1" TO 8'-8"
TYPICAL REINF. AT WALL
INTERSECTION
10
3/4" = 1'-0"
1/ "
8
*
SET FIRST COURSE IN
FULL MORTAR BEDDING
ASTM C.90
C.M.U.'S
AS REQUIRED TO
FULLY ENGAGE NUT
ANCHOR BOLT EMBED DETAIL
1 1/2" = 1'-0"
SEE PLAN
PLACE METAL LATH OR WIRE
SCREEN OVER CORES NOT TO
BE FILLED (SHEET METAL AND
FELT PROHIBITED)
EXTEND HORIZ. JT. REINF. OR
PROVIDE METAL LATH AT 16"
2-24-21
AS REQUIRED TO FULLY
ENGAGE NUT
DAMAGE THREADS
MORTAR CROSS WEBS
ADJACENT TO FILLED CELLS
LOOSE LINTEL SCHEDULE
#5 AT 48"
BOND BEAM FIXED
WITH GROUT. REINF.
WITH 2-#5 CONT.
GROUT FILLED CELL PLACE
AND CONSOLIDATE GROUT IN
5 FT. LIFTS
SLIP CONNECTION
12"
HEAVY HEX NUT
CONTROL JOINT
SEE ARCH. DWGS. FOR SIZE AND
LOCATION (30'0" MAX. SPACING)
VERTICAL REINFORCING WITH MATCHING
DOWELS SEE MASONRY WALL SCHEDULE ON
SHEET S0.1 FOR WALL REINFORCING
1-#5 VERTICAL IN
CONCRETE FILLED CELL
SLOPE
MW3
KNOCK-OUT BLOCK,
FILLED WITH GROUT.
WITH 2-#5 CONT.
TYPICAL REINFORCING AT CMU
OPENINGS
14
3/4" = 1'-0"
REVISIONS
#6 AT 24"
BOND BEAM
CONTRACTOR OPTION
1
8"
FRANKLIN
GRADE BEAM MARK
MW2
TOP OF CONCRETE
CONTROL JOINT DETAIL IN CMU WALL
1M1
12
3/4" = 1'-0"
KNOCKOUT-WEB BOND BEAM
#5 AT 48"
CONTROL JOINTS SHALL BE LOCATED
16" MIN. FROM WALL OPENINGS
PROVIDE 2#5 VERT. (1EACH END
CELL) AT EVERY JOINT LOCATION
WITH DOWELS FROM FOOTING TO
MATCH. GROUT CELLS SOLID.
KNOCKOUT-WEB BOND BEAM
BOND BEAM
8"
PREPARED FOR:
CITY OF FRANKLIN
SEE MASONRY SPEC. FOR MASONRY
CONTROL JOINTS AT CORNER AND WALL
INTERSECTION.
MW1
750 NEW HIGHWAY 96 WEST
LY
BOND BEAM REINFORCING
DISCONTINUED AT JOINT
REINFORCING
THICKNESS
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
1/2"⌀ SMOOTH
GREASED DOWEL 24"
LONG
MARK
FREEDOM BALL FIELDS
GB-?
USE STD.
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
MASONRY WALL SCHEDULE
1/
4
ROCK
16" DEEP
BOND BEAM
9"
F2
PLAN AT JOINT
USE STD.
6- #5 E.W. - TOP & BOTTOM
MATCH WALL REINF.
OF SLAB
THICKNESS
OPENING GREATER
THAN BOND BEAM
SCHEDULE
--"
NOT USED
EMBEDMENT
VERT. BOND
BEAM
ANCHOR BOLT EMBED.
--
F1
MASONRY VERTICAL REBAR AT
OPENINGS
13
3/4" = 1'-0"
2-#6 VERT.
BOND
BEAM
REINFORCING
TYPE
FTG.
WIDTH
COLUMN MARK
S
3/4"x12"x12"
DEPTH
C?
BRICK
HSS 6x6x5/16"
FTG.
FOOTING MARK
BLOCK
C2
FOR OPENINGS
7'0" AND GREATER
LINTEL
16"
F?
EXISTING
4- 3/4" ⌀
REMARKS
MAX.
DOWEL (TYP.)
ENGINEERED FILL OR
UNDISTURBED SOIL
STEEL
3/4"x12"x12"
ELEVATION AT BOND BEAM AT TOP OF WALL
SYMBOL LEGEND
CONCRETE
HSS 6x6x3/8"
CTL. JT.
30'0" MAX.
WALL
6"
8"
OPENINGS
REINF. BARS
REMARKS
BOND BEAM
8
TO 6'-8"
1-#4
2-#4
8"
TO 4'-0"
1-#5 TOP & BOTT.
4'-1" TO 6'-0"
16"
1-#5 TOP & BOTT.
6'-0" TO 8'-0"
16"
1-#6 TOP & BOTT.
8'-0" TO 10'-0"
16"
1-#7 TOP & BOTT.
10'-0" TO 12'-0"
16"
2-#5
8"
TO 4'-0"
10"
16"
2-#5 TOP & BOTT.
4'-1" TO 7'-0"
12"
TO 3'-6"
2-#5
8"
2-#5 TOP & BOTT.
16"
3'-6" TO 8'-0"
2-#6 TOP & BOTT.
16"
8'-0" TO 10'-0"
2-#7 TOP & BOTT.
16"
10'-0" TO 12'-0"
NOTES:
1. 8" BEARING EACH END (MIN.) FOR LINTELS < 4'-0", USE 1'-4" BEARING
FOR LINTELS > THAN 4'-0"
2. GROUT SOLID WITH 3000 P.S.I. CONCRETE. 3. KEEP SHORED UNTIL
LINTEL HAS ACHIEVED DESIGN STRENGTH.
ANCHOR BOLTS
C1
MARK
NOTE: VERTICAL BARS AT OPENINGS SHALL MATCH WALL REINFORCING WHEN
WALL REINFORCING IS GREATER THAN A #4 BAR. (GROUT BLOCK SOLID AT
REINFORCING AND EXTEND REINFORCING TO TOP OF WALL.)
HATCH LEGEND
16" MIN.
BASE PLATE
SIZE
MATCH WALL REINF.
2-#6 VERT.
NUMBER
NOT TO SCALE
ON CENTER
OVERFLOW DRAIN
OPENING
OUTSIDE FACE
POUNDS PER CUBIC FOOT
PEDESTAL
PILE CAP
POUNDS PER LINEAR FOOT
PLYWOOD
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PARALLEL STRAND LUMBER
PRESSURE TREATED WOOD
POST-TENSION
RADIUS
REINFORCED
REQUIRED
RETAINING
ROOF TOP UNIT
SCHEDULE
SECTION
STRUCTURAL ENGINEER OF RECORD
SHEET
SIMILAR
SPACE
SPECIFICATIONS
STIFFENER
STANDARD
STEEL
STRUCTURAL
TOP OF BEAM
TOP OF COLUMN
TOP OF CONCRETE
TOP OF DRILL SHAFT
TOP OF FOOTING
TOP OF JOIST
TOP OF PILE CAP
TOP OF SLAB
TOP OF STEEL
TOP OF WALL
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
WORKING POINT
WELDED WIRE FABRIC
1-#4 VERT.
NO.
N.T.S.
OC
OD
OPNG.
OSF
P.C.F.
PED.
PT
PC
P/T
P.L.F.
PLYWD.
P.S.F.
P.S.I.
PSL
PT
P/T
RAD.
REINF.
REQD.
RET.
RTU
SCHED.
SECT.
SER
SHT.
SIM.
SP.
SPECS.
STIFF.
STD.
STL.
STRUC.
T.O.BM
T.O.COL
T.O.CONC
TODS
T.O.FTG
T.O.JST
T.O.PC
T.O.SLAB
T.O.STL
T.O.W
TYP.
U.N.O.
VERT.
WP
W.W.F.
VO
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O
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EACH WAY
EXISTING
EXPANSION
EXTERIOR
FOUNDATION
FINISHED FLOOR
FINISHED
FLOOR
FLANGES
FRAMING
FOOT
FOOTING
FIELD VERIFY
GAUGE
GALVANIZED
GRADE BEAM
GENERAL CONTRACTOR
GRADE
HOLLOW CORE
HEADED STUDS
HIGH STRENGTH BOLTS
HEIGHT
HORIZONTAL
HOLLOW STRUCTURAL SECTION
JOIST BEARING
JOINT
KIPS PER LINEAR FOOT
KIPS PER SQUARE FOOT
POUND
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LIGHT WEIGHT
LAMINATED VENEER LUMBER
MASONRY
MAXIMUM
MECHANICAL
MANUFACTURER
MINIMUM
MISCELLANEOUS
MASONRY OPENING
MOMENT
METAL
1-#4 VERT.
E.W.
EXIST.
EXP.
EXT.
FOUND.
FIN. FL.
FIN.
FL.
FLGS.
FRMG.
FT.
FTG.
F.V.
GA.
GALV.
GB
GC
GR.
HC
HD. STUDS
HSB
HT.
HORZ.
HSS
JST. BRG.
JT.
KLF
KSF
LB.
LL
L.L.H.
L.L.V.
LT. WT.
LVL
MAS.
MAX.
MECH.
MANUF.
MIN.
MISC.
MO
MOM.
MTL.
1-#4 VERT.
ANCHOR BOLT
ABOVE FINISHED FLOOR
ALTERNATE
ALUMINUM
ANCHOR
APPROXIMATE
ARCHITECT/ARCHITECTURAL
BUILDING
BLOCKING
BEAM
BOTTOM
BEARING
BOTTOM OF STEEL
BOTTOM OF WALL
CONTROL JOINT
CENTER LINE
CLEAR
CONCRETE MASONRY UNIT
COLUMN
COMPOSITE
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
CONTRACTOR
COORDINATE
CONSTRUCTION JOINT
BAR DIA.
DEFORMED BAR ANCHORS
DOUBLE
DETAIL
DIAMETER
DIAGONAL
DIMENSION
DEAD LOAD
DOWN
DRILLED PIER
DRILLED SHAFT
DOWELS
DRAWING'S
EACH
EDGE OF ANGLE
EDGE OF BENT PLATE
EACH FACE
EXPANSION JOINT
ELEVATION
EMBEDMENT
ENGINEER
EQUAL
1-#4 VERT.
AB
A.F.F.
ALT.
ALUM.
ANCH.
APPROX.
ARCH.
BLDG.
BLKG.
BM.
BOTT.
BRG.
BOS
BOW
CJ
CL
CL.
C.M.U.
COL.
COMP.
CONC.
CONN.
CONST.
CONT.
CONTR.
COOR.
CJ
DB.
DBA
DBL.
DTL.
DIA. or
DIAG.
DIM.
DL
DN.
DP
DS
DWL.
DWGS.
EA.
E.O.A.
E.O.B.P.
E.F.
EJ
ELEV.
EMBED.
ENG.
EQ.
COLUMN SCHEDULE
11
TYPICAL REINF. AT WALL CORNER
3/4" = 1'-0"
TYPICAL CONTROL JOINTS
8
3/4" = 1'-0"
ENTRY
COLUMN
ELEVATION STEPS
PLAN
INTERSECTION
PLAN
CORNER
PROJECT NO.
DATE
DRAWN BY
SCALE
18062-1
RA
TYPICAL FOOTING DETAILS
9
3/4" = 1'-0"
CHECKED BY
MT
02/25/21
As
indicated
SHEET NO.
401 West Main Street, Suite 204 . Lebanon, TN 37087 . 615-784-4475
S0.4
2
2
1
1
PREFABRICATED WOOD ROOF TRUSSES AT 24" O.C.
29' - 8"
2
S7.1
2' - 0 1/4"
2' - 0 1/4"
25' - 7 5/8"
T.O. FTG. = -1'-4"
TYPICAL
2
SEE NOTE 2
5 1/4"x18" 2.0E MICROLAM LVL
1' - 5"
S7.0
A
C1
F2
F2
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
2
2
18' - 7 1/2"
5 1/4"x18" 2.0E MICROLAM LVL
S7.0
S7.0
1
B
1
F2
C1
C
85' - 8 5/8"
SEE ROOF NOTE 2
C
3
S7.1
S7.1
S7.1
S7.0
MW1
MW1
1
MW1
1
3
T.O. FTG. = -1'-4"
TYPICAL
3
S7.0
4
S7.0
MW1
48' - 5 5/8"
MW1
MW1
MW1
SLAB ON GRADE
SEE NOTE 2
MW1
F24
F24
MW1
TENNESSEE
F2
C1
2-24-21
FRANKLIN
SLAB ON GRADE
SEE NOTE 2
PREPARED FOR:
CITY OF FRANKLIN
F2
750 NEW HIGHWAY 96 WEST
5 1/4"x18" 2.0E MICROLAM LVL
5 1/4"x18" 2.0E MICROLAM LVL
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
MW1
SUBMITTALS / REVISIONS
NO DATE
DESCRIPTION
MW1
SEE NOTE 2
MW1
PREFABRICATED WOOD ROOF TRUSSES AT 24"
F2
18' - 7 1/2"
S7.1
S7.1
C1
LY
2
C1
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
S7.0
2
B
S7.0
FREEDOM BALL FIELDS
5 1/4"x18" 2.0E MICROLAM LVL
C1
A
MW1
SEE NOTE 2
SEE NOTE 2
3
F24
S7.0
27' - 3 5/8"
SHEET TITLE
4
1
S7.1
S7.1
CONCESSION PAVILLION FOUNDATION
PLAN - BLDG A
1
3/16" = 1'-0"
CONCESSION
PAVILLION
PLANS - BLDG A
PREFABRICATED WOOD ROOF TRUSSES AT 24" O.C.
CONCESSION PAVILLION ROOF
FRAMING PLAN - BLDG A
2
3/16" = 1'-0"
JOIST
BEARING ELEVATION = SEE ARCH. DWGS.
1
2 ROOF: 5/8" EXT. PLYWOOD, SEE SPECIFICATIONS. FOR BOUNDARY NAILING
REQUIREMENTS, SEE DETAIL 6 / S7.1
3
TRUSS SUPPLIER TO REVIEW MECHANICAL DRAWINGS AND COORDINATE TRUSS
DIAGONALS WITH DUCTWORK PENETRATIONS THROUGH TRUSSES.
1
2
3
4
5
6
FINISH FLOOR ELEVATION = 0'-0"
4" CONCRETE SLAB WITH WWM 6x6 / W2.1xW2.1 ON PROPERLY PREPARED SUBGRADE.
PROVIDE SLAB CONTROL JOINTS PER S0.4 AS REQUIRED IN THE GENERAL NOTES.
PROJECT NO.
DATE
DRAWN BY
SCALE
18062-1
(T.O. FTG = -X'-X") REPRESENTS TOP OF FOOTING REFERENCED FROM FINISHED FLOOR.
G.C. TO VERIFY WITH FINISHED GRADE SHOWN ON CIVIL DRAWINGS.
RA
CHECKED BY
F_ = SEE FOOTING SCHEDULE ON S0.4 FOR SIZE AND REINFORCING.
MT
02/25/21
As
indicated
SHEET NO.
C_= SEE COLUMN SCHEDULE ON S0.4 FOR SIZE AND BASE PLATE DETAILS.
401 West Main Street, Suite 204 . Lebanon, TN 37087 . 615-784-4475
S1.0
PREFABRICATED WOOD ROOF TRUSSES AT 24"
27' - 3 5/8"
1
5
S7.1
S7.1
3
S7.0
F24
MW1
T.O. FTG. = -1'-4"
SEE NOTE 2
4
P
TY
SLAB ON GRADE
SEE NOTE 2
S7.0
MW1
SI
M
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
3
S7.0
MW1
SI
M
48' - 5 1/2"
MW1
1
MW1
MW1
2-24-21
SEE NOTE 2
S7.1
1
S7.0
S7.0
C1
F2
5 1/4"x18" 2.0E MICROLAM LVL
5 1/4"x18" 2.0E MICROLAM LVL
B
C1
F2
2
2
S7.0
S7.0
SUBMITTALS / REVISIONS
C1
F2
5 1/4"x18" 2.0E MICROLAM LVL
B
1
18' - 7 1/2"
2
S7.1
SLAB ON GRADE
SEE NOTE 2
A
NO DATE
C1
F2
1' - 3 3/4"
2
18' - 7 1/2"
F2
5 1/4"x18" 2.0E MICROLAM LVL
5 1/4"x18" 2.0E MICROLAM LVL
C1
F2
FRANKLIN
C1
C
C
MW1
PREPARED FOR:
CITY OF FRANKLIN
MW1
FREEDOM BALL FIELDS
S7.1
750 NEW HIGHWAY 96 WEST
MW1
4
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
MW1
87' - 0 1/8"
MW1
TENNESSEE
MW1
MW1
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
PREFABRICATED ROOF TRUSSESAT 24"
F24
LY
S7.1
F24
MW1
S7.0
1
MW1
3
S7.1
DESCRIPTION
A
2
T.O. FTG. = -1'-4"
TYPICAL
S7.0
SEE NOTE 2
1' - 10 7/8"
25' - 7 3/8"
1' - 10 3/4"
29' - 5"
2
S7.1
SHEET TITLE
2
PREFABRICATED WOOD ROOF TRUSSES AT 24"
2
1
RESTROOM PAVILLION ROOF FRAMING PLAN - BLDG B
2
3/16" = 1'-0"
1 JOIST BEARING ELEVATION = SEE ARCH. DWGS.
2 ROOF: 5/8" EXT. PLYWOOD, SEE SPECIFICATIONS. FOR BOUNDARY NAILING
REQUIREMENTS, SEE DETAIL 6/S7.1.
3
TRUSS SUPPLIER TO REVIEW MECHANICAL DRAWINGS AND COORDINATE TRUSS
DIAGONALS WITH DUCTWORK PENETRATIONS THROUGH TRUSSES.
1
2
RESTROOM PAVILLION FOUNDATION
PLAN - BLDG B
1
3/16" = 1'-0"
RESTROOM
PAVILLION
PLANS - BLDG B
1
FINISH FLOOR ELEVATION = 0'-0"
4" CONCRETE SLAB WITH WWM 6x6 / W2.1xW2.1 ON PROPERLY PREPARED SUBGRADE.
PROJECT NO.
DATE
SCALE
18062-1
3
PROVIDE SLAB CONTROL JOINTS PER S0.4 AS REQUIRED IN THE GENERAL NOTES.
DRAWN BY
4
(T.O. FTG = -X'-X") REPRESENTS TOP OF FOOTING REFERENCED FROM FINISHED FLOOR.
G.C. TO VERIFY WITH FINISHED GRADE SHOWN ON CIVIL DRAWINGS.
CHECKED BY
5
F_ = SEE FOOTING SCHEDULE ON S0.4 FOR SIZE AND REINFORCING.
6
C_= SEE COLUMN SCHEDULE ON S0.4 FOR SIZE AND BASE PLATE DETAILS.
RA
MT
02/25/21
As
indicated
SHEET NO.
401 West Main Street, Suite 204 . Lebanon, TN 37087 . 615-784-4475
S2.0
2
S7.0
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
S7.0
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
CONTROL JOINTS
SEE NOTE 3
TENNESSEE
FRANKLIN
FREEDOM BALL FIELDS
2-24-21
PREPARED FOR:
CITY OF FRANKLIN
SLAB ON GRADE
SEE NOTE 2
2
750 NEW HIGHWAY 96 WEST
S7.0
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
LY
2
SUBMITTALS / REVISIONS
NO DATE
DESCRIPTION
2
S7.0
SHEET TITLE
BATTING CAGE
PAVILLION
FOUNDATION
PLAN
BATTING CAGE PAVILLION
FOUNDATION PLAN
1
3/16" = 1'-0"
1
2
3
4
FINISH FLOOR ELEVATION = 0'-0"
PROJECT NO.
DATE
DRAWN BY
SCALE
18062-1
4" CONCRETE SLAB WITH WWM 6X6 / W2.1XW2.1 ON PROPERLY PREPARED SUBGRADE WITH 4" BASE STONE 303-01.
PROVIDE SLAB CONTROL JOINTS PER S0.4 AS REQUIRED IN THE GENERAL NOTES.
RA
CHECKED BY
F_ = SEE FOOTING SCHEDULE ON S0.4 FOR SIZE AND REINFORCING.
MT
03/31/21
As
indicated
SHEET NO.
401 West Main Street, Suite 204 . Lebanon, TN 37087 . 615-784-4475
S3.0
4'-0"
11 5/8" CMU WALL
2"-0" x 1'-0" FOOTING
BACKSTOP POST
BY OTHERS
Finish Grade
0' - 0"
3' - 0"
1' - 0"
S5.0
4 3/8"
Finish Grade
0' - 0"
5
EDGE OF SLAB SECTION
3/4" = 1'-0"
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
2"-0" x 1'-0" FOOTING
C4
WALL PLAN DETAIL
1/2" = 1'-0"
Finish Grade
0' - 0"
T.O. LOW WALL
2' - 0"
CONT BOND BEAM W/ 2- #5
REFER TO MASONRY WALL SCHEDULE
ON S0.4 FOR SIZE AND REINFORCING
3
S4.0
4
DUGOUT WALL ELEVATION
3/8" = 1'-0"
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
BACKSTOP POST
FOUNDATION
BY OTHERS
S4.0
Finish Grade
0' - 0"
7
C4
MW1 F24
11' - 3"
6
S4.0
BACKSTOP FOUNDATION SECTION
3/4" = 1'-0"
T.O. FTG.
-1' - 8"
SIM
3
FREEDOM BALL FIELDS
FOR FOOTING SIZE AND
REINFORCING REFER TO
FOOTING SCHEDULE ON S0.4
DUGOUT WALL SECTION
3/4" = 1'-0"
F24
CONT BOND BEAM W/ 2- #5
REFER TO MASONRY WALL SCHEDULE
ON S0.4 FOR SIZE AND REINFORCING
Finish Grade
0' - 0"
MW3
°
.00
135
1' - 0"
T.O. FTG.
-1' - 8"
FOR FOOTING SIZE AND
REINFORCING REFER TO
FOOTING SCHEDULE ON S0.4
2' - 0"
2
SUBMITTALS / REVISIONS
NO DATE
DESCRIPTION
TYPICAL WALL SECTION
3/4" = 1'-0"
MW3
F24
'30
5"
6
S4.0
135
.00
°
5
39' - 8"
MW3
S4.0
C4
C4
F24
60' - 0"
SHEET TITLE
C4
BALL FIELD
BACKSTOP PLAN
2
S4.0
3
S5.0
MW1
F24
S4.0
TYP
4" CONCRETE SLAB W/
6x6 / W2.1 x W2.1
S4.0
MW1
4
F24
7
11' - 3"
60' - 0"
T.O. WALL
3' - 0"
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
3' - 2"
4 OPP
13' - 11 5/8"
2-24-21
TENNESSEE
6
FRANKLIN
T.O. FTG.
-1' - 8"
T.O. LOW WALL
2' - 0"
PREPARED FOR:
CITY OF FRANKLIN
C4
7 5/8" CMU WALL
T.O. WALL
3' - 0"
750 NEW HIGHWAY 96 WEST
WALL AND
FOUNDATION
SEE 2/S6.0
4" CONCRETE SLAB W/
6x6 / W2.1 x W2.1
MW1
F24
30' - 2 5/8"
F24
6' - 3"
3- #5 ON #5 AT 12"
LY
MW1
C4
C4
4" 303-01 BASE STONE UNDER SLAB
4 5/8"
6' - 2 1/2"
C4
T.O. FTG.
-1' - 8"
OPP
3
*
1'-6" MIN.
1' - 0"
T.O. WALL
3' - 0"
#4 AT 16"
#4 NOSING CONT
4" CONCRETE SLAB
C4
PROJECT NO.
DATE
DRAWN BY
SCALE
18062-1
3' - 2"
1
BALL FIELD WALL PLAN
1/8" = 1'-0"
TYPICAL FENCE POST
BY OTHERS. SEE
FOR EMBEDMENT.
C4
F24
RA
C4
CHECKED BY
3
MT
S4.0
03/31/21
As
indicated
SHEET NO.
401 West Main Street, Suite 204 . Lebanon, TN 37087 . 615-784-4475
S4.0
C4
F24
MW1
13' - 7 7/8"
S4.0
4
49' - 11"
MW3
"
10
'
20
3
F24
3
4" CONCRETE SLAB W/
6x6 / W2.1 x W2.1
3' - 0"
S4.0
MW1
39' - 7 1/4"
C4
2
C4
6' - 2 3/4"
MW1
S5.0
OPP
S4.0
OPP
C4
C4
6
S4.0
C4
5
S4.0
MW3
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
TYP
7
S4.0
SIMPSON JOIST HANGER (TYP)
F24
MW3
9'-2"
8'-0"
49' - 11"
SIMPSON CCO SADDLE
LY
1/4" CAP PLATE
3' - 0"
4
C4
38' - 7 1/8"
C4
4" CONCRETE SLAB W/
6x6 / W2.1 x W2.1
S4.0
5
S4.0
C4
T.O. LOW WALL
2' - 0"
Finish Grade
0' - 0"
T.O. FTG.
-1' - 8"
3
S4.0
C4
C4
MW1
3
100' - 0 1/4"
S5.0
3
TYPICAL DUGOUT ELEVATION
1/4" = 1'-0"
2- 2x8
SUBMITTALS / REVISIONS
59' - 9 1/8"
NO DATE
MW1
TENNESSEE
5
S5.0
FRANKLIN
C4
5
S5.0
PREPARED FOR:
CITY OF FRANKLIN
13' - 7 7/8"
2-24-21
750 NEW HIGHWAY 96 WEST
6
S4.0
DUGOUT DETAIL
1 1/2" = 1'-0"
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
5
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
S4.0
FREEDOM BALL FIELDS
2
MW1
1/4
3
2x8 ROOF FRAMING @ 16"
DESCRIPTION
S5.0
SEE NOTE 2
SHEET TITLE
3
SOFTBALL
BACKSTOP PLAN
S4.0
2- 2x6
2
TYPICAL DUGOUT PLAN
1/4" = 1'-0"
1 JOIST BEARING ELEVATION = SEE ARCH. DWGS.
2 ROOF: 5/8" EXT. PLYWOOD, SEE SPECIFICATIONS. FOR BOUNDARY NAILING
6' - 2 3/4"
1
SOFTBALL FIELD WALL PLAN
1/8" = 1'-0"
DATE
DRAWN BY
SCALE
18062-1
RA
REQUIREMENTS, SEE DETAIL 6/S7.1.
MW1
PROJECT NO.
CHECKED BY
MT
02/25/21
As
indicated
SHEET NO.
401 West Main Street, Suite 204 . Lebanon, TN 37087 . 615-784-4475
S5.0
14' - 0"
10
F48
S7.0
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
2
S7.0
S7.0
MW2
SLAB ON GRADE
PER NOTE 2
10' - 8 3/8"
10
W10X12
ROOF DEC K
SEE NOTE 2
11
LY
F48
1
2
JOIST BEARING ELEVATION = SEE ARCH. DWGS.
ROOF: 5/8" EXT. PLYWOOD, SEE SPECIFICATIONS. FOR BOUNDARY NAILING
REQUIREMENTS, SEE DETAIL 6/S7.1.
3
4
FREEDOM BALL FIELDS
T.O.FTG = -1'-4"
F48
0' - 7 5/8"
MW2
STORAGE BUILDING F FOUNDATION
PLAN
1
1/2" = 1'-0"
1
2
10' - 8 3/8"
S7.0
MW2
W10X12
ROOF DECK
SEE NOTE 2
2x8 AT 16"
STORAGE BUILDING F FRAMING PLAN
2
1/2" = 1'-0"
2
SLAB ON GRADE
PER NOTE 2
10
S7.0
FRANKLIN
MW2
TENNESSEE
2-24-21
F48
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
S7.1
CITY OF FRANKLIN
8
S7.0
PREPARED FOR:
S7.1
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
7
0' - 7 5/8"
2x8 AT 16"
MW2
FINISH FLOOR ELEVATION = 0'-0"
SUBMITTALS / REVISIONS
4" CONCRETE SLAB WITH WWM 6x6 / W2.1xW2.1 ON PROPERLY PREPARED SUBGRADE.
NO DATE
PROVIDE SLAB CONTROL JOINTS PER S0.4 AND AS REQUIRED IN THE GENERAL NOTES.
DESCRIPTION
(T.O. FTG = -X'-X") REPRESENTS TOP OF FOOTING REFERENCED FROM FINISHED FLOOR.
G.C. TO VERIFY WITH FINISHED GRADE SHOWN ON CIVIL DRAWINGS.
5
F_ = SEE FOOTING SCHEDULE ON S0.4 FOR SIZE AND REINFORCING.
6
MW_= SEE MASONRY WALL SCHEDULE ON S0.4 FOR SIZE AND REINFORCING.
SHEET TITLE
STORAGE
BUILDING F
PLANS
PROJECT NO.
DATE
DRAWN BY
SCALE
18062-1
RA
CHECKED BY
MT
02/25/21
As
indicated
SHEET NO.
401 West Main Street, Suite 204 . Lebanon, TN 37087 . 615-784-4475
S6.0
SEE MASONRY WALL
SCHEDULE ON SHEET S0.4
FOR WALL REINFORCING
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
2-#5 CONT.
SEE PLAN
*
4"
*
8"
*
4"
SLAB DETAIL AT NON LOAD BEARING
PARTITION
4
3/4" = 1'-0"
SEE PLAN
FOOTING SECTION
3/4" = 1'-0"
3
4'-0"
#4 AT 16"
#4 NOSING CONT
SEE PLAN
FINISH GRADE
SEE CIVIL
SEE MASONRY WALL SCHEDULE
ON SHEET S0.4 FOR WALL
REINFORCING
*
3" CLR
SEE PLAN
SEE PLAN
3"CL.
1'-6"
1/2" E.J.
3- #5 ON #5 AT 12"
3"CL.
2'-0"
2
FOR FOOTING SIZE
AND REINFORCING, SEE
FOOTING SCHEDULE ON
SHEET S0.4
SLAB TURN DOWN SECTION
3/4" = 1'-0"
SEE PLAN
3" CLR
FOR COLUMN SIZE, BASE PLATE
AND ANCHOR BOLTS. SEE
COLUMN SCHEDULE ON SHEET
SEE PLAN
FINISH GRADE
SEE CIVIL
*
SEE MASONRY WALL SCHEDULE
ON SHEET S0.4 FOR WALL
REINFORCING
SUBMITTALS / REVISIONS
NO DATE
*
DESCRIPTION
SEE PLAN
11/2" GROUT
INTERIOR BEARING WALL AND FOOTING
SECTION
6
3/4" = 1'-0"
FRANKLIN
3"CL.
FREEDOM BALL FIELDS
FOR FTG. SIZE AND
REINFORCING, SEE FOOTING
SCHEDULE ON SHEET S0.4
PREPARED FOR:
CITY OF FRANKLIN
4" CMU
GROUT
SOLIKD
TENNESSEE
2-24-21
*
SEE PLAN
*
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
FINISH GRADE
SEE CIVIL
750 NEW HIGHWAY 96 WEST
1/2" E.J.
3"CL.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
SEE MASONRY WALL SCHEDULE
ON SHEET S0.4 FOR WALL
REINFORCING
3" CLR
SEE PLAN
SEE PLAN
FOR FOOTING SIZE
AND REINFORCING, SEE
FOOTING SCHEDULE ON
SHEET S0.4
3"CL.
1/2" E.J.
FINISH GRADE
SEE CIVIL
3"CL.
EQUAL
EQUAL
SHEET TITLE
NOTE: WHERE TOP OF FTG. IS MORE THAN 16" BELOW THE FIN.
FLOOR. CONTRACTOR TO PROVIDE A 18'x18" CONC. PEDESTAL WITH
4-#8 VERT., 3-#4 TIES AT 3" (TOP) AND THE REMAINING AT 12".
TOP OF CONC. PEDESTAL TO BE 16" BELOW FIN. FLR.. PEDESTAL
HEIGHT SHALL BE 1'-0" (MIN.) AND 4'-0" (MAX.)
3" CLR
EXTERIOR WALL AND FOOTING
SECTION
5
3/4" = 1'-0"
℄ COL. AND FTG.
FOR FTG. SIZE AND
REINFORCING, SEE FOOTING
SCHEDULE ON SHEET S0.4
1
EXTERIOR COLUMN FOOTING SECTION
3/4" = 1'-0"
DETAILS
PROJECT NO.
DATE
DRAWN BY
SCALE
18062-1
RA
CHECKED BY
03/31/21
3/4" = 1'-0"
MT
SHEET NO.
401 West Main Street, Suite 204 . Lebanon, TN 37087 . 615-784-4475
S7.0
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
NEW ¾" (T&G) APA RATED
PLYWOOD DECK, SEE DETAIL 6/S9.1
FOR SCREWING PATTERN
2-24-21
2x, SEE PLAN FOR SIZE
NO DECKING INSIDE CUPOLA
TO ALLOW VENTING
8d NAILS AT BOUNDARY AND
SUPPORT EDGES AT 6"
SHEATHING (TYP.)
3
CUPOLA SECTION
3/4" = 1'-0"
PLYWOOD SPACER
CLIPS REQ'D (TYP.)
ROOF DECK
8d NAILS AT
INTERMEDIATE
FRAMING AT 12"
BLOCK BETWEEN
EACH TRUSS
TRUSSES
(TYP.)
ROOF DECK
SEE PLAN
WD. TRUSS, SEE
PLAN
SIMPSON STRONG-TIE (H3) OR
APPROVED EQUAL AT EACH
WOOD BEARING POINT
GALV 1/4: CAP PLATE
COORD. WITH
LOUVER MFG
SEE ARCH. DWGS.
3/16
COORD. WITH
LOUVER MFG
WOOD JOIST, SEE PLAN
GALV HSS 4x4x5/16
℄ BEAM
1/4
2.0 MICROLAM LVL - SEE PLAN
SEE ARCH DWGS
℄ BEAM
∠4x4x5/16 x3"
W/ 2- 5/8"⌀ A325 BOLT
IN EACH LEG. PROVIDE
LONG SLOTTED HOLE IN EACH
ANGLE LEG. (TYP.)
2
WOOD TRUSS BEARING SECTION
3/4" = 1'-0"
SUBMITTALS / REVISIONS
NO DATE
1/4
1/4
TYP AT ANGLE
∠4x4x5/16 x6" GALV.
AT EACH VERTICAL POST
ROOF DECK
2x BLOCKING (4 PLY) TO MATCH
DEPTH OF TRUSS CHORDS
SPANNING AND CONNECTED TO
BOTTOM CHORD OF ROOF TRUSSES
SCREEN WALL DETAIL
4
1 1/2" = 1'-0"
DESCRIPTION
BLOCK BETWEEN
EACH TRUSS
BLOCK
BETWEEN EACH
TRUSS
ROOF DECK
3/4"x6x6 PLATE
W/ 4- 3/4"⌀
THROUGH BOLTS
CONT. 2X BLOCKING
ATTACHED TO BEAM
WITH 2- 1/2" LAG BOLTS
SPACED AT 24" ALONG
LENGTH OF BEAM
WOOD JOIST BEARING SECTION
7
3/4" = 1'-0"
GALV HSS 4x4x5/16
TYP
SIMPSON H3 CONNECTION
SIMPSON (H3)
TIE TYP. EACH JOIST
GALV HSS 4x4x5/16
WOOD TRUSS BEARING AT WALL
8
3/4" = 1'-0"
ROOF DECK, SEE PLAN
WD. TRUSS,
SEE PLAN
ROOF PLYWOOD NAILING PATTERN
DETAIL
5
3/4" = 1'-0"
BLOCK BETWEEN
EACH TRUSS
VERIFY WITH
ARCH. DWGS
FREEDOM BALL FIELDS
ROOF DECK
SEE PLAN
WOOD FRAMING SECTION
6
3/4" = 1'-0"
FRANKLIN
BOND BEAM, FILLED
WITH GROUT, REINF.
WITH 1- #5 CONT.
SEE MASONRY WALL SCHEDULE
ON SHEET S0.3 FOR WALL REINF.
TENNESSEE
8
S7.1
8
S7.1
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
SIMPSON H3 CONNECTION
PREPARED FOR:
CITY OF FRANKLIN
1/2" ⌀ HILTI KB-B
AT 48" MIN EMBED 3 5/8"
PREFABRICATED ROOF TRUSS
750 NEW HIGHWAY 96 WEST
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
ROOF DECK
SEE PLAN
(VERIFY WITH
ARCH. DWGS.)
1/2" ⌀ HILTI KB-3
AT 48" MIN. EMBED 3 5/8"
WD. TRUSS, SEE PLAN
BOND BEAM,
FILLED WITH
GROUT, RIENF.
WITH 1-#5 CONT.
SEE ARCH. DWGS.
SIMPSON STRONG-TIE (H3)
OR APPROVED EQUAL AT
EACH WOOD BEARING POINT
SHEET TITLE
DETAILS 2
SEE MASONRY WALL
SCHEDULE ON SHEET S0.4
FOR WALL REINFORCING
WOOD TRUSS BEARING SECTION
1
3/4" = 1'-0"
PROJECT NO.
DATE
DRAWN BY
SCALE
18062-1
RA
CHECKED BY
MT
02/25/21
As
indicated
SHEET NO.
401 West Main Street, Suite 204 . Lebanon, TN 37087 . 615-784-4475
S7.1
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
2
M2.01
H
ER
TIM
OT
RED ENGI
NE
TE
IS
MS
AR
C
M IC H AE L
Y
RE
G
H
AGRICULTURE
CO
EE
A
ST
TE
E
C
M
No ME R 91
. 103 5
S
O F T ENNE
S
02-25-2021
10" ø
10" ø
2
10"x12"
1
250 CFM
LY
250 CFM
10" ø
6" ø
5
18"x14"
250 CFM
6
9
65 CFM
65 CFM
11
140 CFM
2
HVAC GENERAL NOTES:
7
F
70 CFM
8
6"ø
3. ALL CONTROL WIRING TO BE IN CONDUIT.
18"x16"
18"x16"
70 CFM
2. NO MAIN DUCT AND/OR BRANCH LINE WILL BE RUN BELOW
THE CEILING.
4. CONDENSATE PIPING TO BE TYPE PVC AND INSULATED THE
SAME AS DOMESTIC COLD WATER LINES. ROUTE 3/4" DRAIN
LINE TO THE NEAREST DRAIN. PROVIDE AIR GAP PER CODE.
13
AC#1
AC#2
3
A
4
2
12
6" ø
AC#1 (COND.
UNIT)
75 CFM
8"x4"
6" ø
6. REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH
3/4" THICK ARMSTRONG FR/ARMAFLEX FLEXIBLE
ELASTOMERIC CLOSED CELL INSULATION.
70 CFM
10"x8"
3
5. REFRIGERANT PIPING SHALL BE INSTALLED PER THE
MANUFACTURER'S RECOMMENDATIONS.
F
6" ø
6"ø
6" ø
8"x4"
F
18"x16"
1. PAINT ALL ROOF AND WALL PENETRATIONS TO MATCH
ROOF/WALL COLOR. COLOR TO BE SELECTED BY THE
ARCHITECT.
FREEDOM BALL FIELDS
18"x14"
1100 CFM
39
70 CFM
14
1
10"x6"
M2.01
AC#2 (COND.
UNIT)
1
750 NEW HIGHWAY 96 WEST, FRANKLIN, TENNESSEE 37064
10
CITY OF FRANKLIN
250 CFM
4 CONDENSING UNIT LOCATED ON THE ROOF IN THE
MECHANICAL SCREENED IN AREA.
250 CFM
16"x12"
3
PREPARED FOR:
4
10" ø
10" ø
3 ROUTE THE CONDENSATE DRAIN TO THE MECHANICAL
ROOM FLOOR DRAIN.
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
2 FOR ATTIC ACCESS PANELS REFER TO ARCH. DRAWINGS
FOR EXACT LOCATION. COORDINATE DUCT LOCATION WITH
ATTIC ACCESS PANEL.
T
1 MOTORIZED DAMPER.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
HVAC PLAN NOTES:
75 CFM
2
38
HVAC 3D FLOOR PLAN - BUILDING A
SUBMITTALS / REVISIONS
NO DATE
DESCRIPTION
150 CFM
2
1
SHEET TITLE
HVAC FLOOR PLAN-BUILDING A
1
1/4" = 1'-0"
HVAC FLOOR
PLANS BUILDING A
PROJECT NO.
18062-3
DRAWN BY
TMH
CHECKED BY
DATE
02/25/2021
SCALE
1/4" = 1'-0"
TMH
SHEET NO.
M1.01
37
338 CFM
338 CFM
12"x8"
12"x8"
36
24
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
200 CFM
F
4
AC#3 (COND.
UNIT)
M2.01
F
23
RE
G
12"x6"
100 CFM
M IC H AE L
Y
RED ENGI
NE
TE
IS
AGRICULTURE
100 CFM
CO
12"x8"
15
6"x6"
75 CFM
H T
31
150 CFM
8"x6"
26
8"x6"
300 CFM
10"x10"
14"x10"
150 CFM
8" ø
33
8"x6"
150 CFM
HVAC GENERAL NOTES:
32
2
18
150 CFM
150 CFM
8"x6"
10"x10"
150 CFM
12"x12"
16
8" ø
EF#1
12"x8"
34
6" ø
338 CFM
12"x12"
21
2. NO MAIN DUCT AND/OR BRANCH LINE WILL BE RUN BELOW
THE CEILING.
50 CFM
12"x8"
3. ALL CONTROL WIRING TO BE IN CONDUIT.
35
8" ø
338 CFM
4. CONDENSATE PIPING TO BE TYPE PVC AND INSULATED THE
SAME AS DOMESTIC COLD WATER LINES. ROUTE 3/4" DRAIN
LINE TO THE NEAREST DRAIN. PROVIDE AIR GAP PER CODE.
8" ø
19
17
150 CFM
5. REFRIGERANT PIPING SHALL BE INSTALLED PER THE
MANUFACTURER'S RECOMMENDATIONS.
150 CFM
3
M2.01
6. REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH
3/4" THICK ARMSTRONG FR/ARMAFLEX FLEXIBLE
ELASTOMERIC CLOSED CELL INSULATION.
2
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
30
300 CFM
FREEDOM BALL FIELDS
12"x8"
12"x8"
29
28
1. PAINT ALL ROOF AND WALL PENETRATIONS TO MATCH
ROOF/WALL COLOR. COLOR TO BE SELECTED BY THE
ARCHITECT.
75 CFM
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
1
20
6" ø
HVAC 3D FLOOR PLAN - BUILDING B
C
SUBMITTALS / REVISIONS
NO DATE
2
750 NEW HIGHWAY 96 WEST, FRANKLIN, TENNESSEE 37064
6" ø
12"x8"
4 ROUTE THE CONDENSATE DRAIN TO THE TRENCH DRAIN.
25
125 CFM
12"x8"
75 CFM
3 CONDENSING UNIT LOCATED ON THE ROOF IN THE
MECHANICAL SCREENED IN AREA.
8"ø
CITY OF FRANKLIN
12"x12"
14"x10"
12"x6"
2 FOR ATTIC ACCESS PANELS REFER TO ARCH. DRAWINGS
FOR EXACT LOCATION. COORDINATE DUCT LOCATION WITH
ATTIC ACCESS PANEL.
S
12"x6"
PREPARED FOR:
27
75 CFM
S
O F T ENNE
02-25-2021
4
16"x12"
1 MOTORIZED DAMPER.
TE
2
LY
16"x12"
8"ø
HVAC PLAN NOTES:
A
ST
AC#3
E
C
M
No ME R 91
. 103 5
EE
F
2
H
ER
3
22
H
TIM
OT
F
MS
AR
12"x12"
1
DESCRIPTION
1
SHEET TITLE
1
HVAC FLOOR PLAN-BUILDING B
1/4" = 1'-0"
HVAC FLOOR
PLANS BUILDING B
PROJECT NO.
18062-3
DRAWN BY
TMH
CHECKED BY
DATE
02/25/2021
SCALE
1/4" = 1'-0"
TMH
SHEET NO.
M1.02
C
2
2M2.01
1
T.O. CUPOLA
Level 11
27' - 10"
1
M2.01
ROOF LINE
21' - 9 1/2"
ROOF LINE
21' - 9 1/2"
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
AC#1
(COND. UNIT)
AC#2
(COND. UNIT)
6"x10"
T.O. CMU
12' - 0"
Level 2
10' - 0"
Level 2
10' - 0"
LY
S
O F T ENNE
S
02-25-2021
4
M2.01
3
M2.01
ROOF LINE
21' - 9 1/2"
ROOF LINE
21' - 9 1/2"
AC#3
(COND. UNIT)
10"x10"
12"x12"
8"x12"
8"x12"
12"x16"
AC#3
(COND. UNIT)
750 NEW HIGHWAY 96 WEST, FRANKLIN, TENNESSEE 37064
2
CITY OF FRANKLIN
1
PREPARED FOR:
HVAC SECTION 2-BUILDING A
1/4" = 1'-0"
FREEDOM BALL FIELDS
2
FLOORLevel
PLAN
1
0' - 0"
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
HVAC SECTION 1-BUILDING A
1/4" = 1'-0"
10"x14"
TE
E
AC#1
FLOORLevel
PLAN
1
0' - 0"
10"x10"
CO
C
M
No ME R 91
. 103 5
16"x18"
AC#2
18"x16"
18"x16"
T.O. CMU
12' - 0"
AC#1
1
AGRICULTURE
A
ST
AC#2
H
EE
6"x10"
RED ENGI
NE
TE
IS
ER
12"x10"
M IC H AE L
Y
MS
AR
TIM
OT
H
RE
G
AC#1
(COND. UNIT)
AC#2
(COND. UNIT)
T.O. CMU
12' - 0"
SUBMITTALS / REVISIONS
NO DATE
DESCRIPTION
16"x12"
16"x12"
12"x16"
12"x12"
T.O. CMU
12' - 0"
AC#3
AC#3
SHEET TITLE
FLOOR PLAN
0' - 0"
FLOOR PLAN
0' - 0"
HVAC SECTIONS
PROJECT NO.
18062-3
DRAWN BY
HVAC SECTION 3-BUILDING B
3
1/4" = 1'-0"
HVAC SECTION 4-BUILDING B
4
1/4" = 1'-0"
TMH
CHECKED BY
DATE
02/25/2021
SCALE
1/4" = 1'-0"
TMH
SHEET NO.
M2.01
AIR TERMINAL SCHEDULE
Family and Type
Size
1
250 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 10 Neck
10"ø
2
250 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 10 Neck
10"ø
3
250 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 10 Neck
10"ø
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 10 Neck
10"ø
5
250 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 10 Neck
10"ø
6
65 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 6 Neck
6"ø
7
70 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 6 Neck
6"ø
8
70 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 6 Neck
6"ø
9
65 CFM
Return Diffuser: 12 x 12 Face 12 x 12 Connection
12"x12"
H
M IC H AE L
Y
RED ENGI
NE
TE
IS
H
ER
250 CFM
MS
AR
4
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
RE
G
Flow
TIM
OT
Mark
AGRICULTURE
CO
75 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 6 Neck
6"ø
13
70 CFM
Return Diffuser: 12 x 12 Face 12 x 12 Connection
12"x12"
14
75 CFM
Return Diffuser: 12 x 12 Face 12 x 12 Connection
12"x12"
15
75 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 6 Neck
6"ø
16
150 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 8 Neck
8"ø
17
150 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 8 Neck
8"ø
18
150 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 8 Neck
8"ø
19
150 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 8 Neck
8"ø
20
75 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 6 Neck
6"ø
21
50 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 6 Neck
6"ø
22
100 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 8 Neck
8"ø
23
100 CFM
Supply Diffuser - Rectangular Face Round Neck: 24x24 - 8 Neck
8"ø
24
200 CFM
Return Diffuser: 12 x 12 Face 12 x 12 Connection
12"x12"
25
125 CFM
Return Diffuser: 12 x 12 Face 12 x 12 Connection
12"x12"
26
300 CFM
Return Diffuser: 12 x 12 Face 12 x 12 Connection
12"x12"
27
75 CFM
Return Diffuser: 12 x 12 Face 12 x 12 Connection
12"x12"
28
300 CFM
Return Diffuser: 12 x 12 Face 12 x 12 Connection
12"x12"
29
75 CFM
Exhaust Grill: 12 x 12 Face 12 x 12 Connection 2
12"x12"
30
150 CFM
Exhaust Grill: 12 x 12 Face 12 x 12 Connection 2
12"x12"
31
150 CFM
Exhaust Grill: 12 x 12 Face 12 x 12 Connection 2
12"x12"
32
150 CFM
Exhaust Grill: 12 x 12 Face 12 x 12 Connection 2
12"x12"
33
150 CFM
Exhaust Grill: 12 x 12 Face 12 x 12 Connection 2
12"x12"
34
338 CFM
Exhaust Grill: 12 x 12 Face 12 x 12 Connection 2
12"x12"
35
338 CFM
Exhaust Grill: 12 x 12 Face 12 x 12 Connection 2
12"x12"
36
338 CFM
Return Diffuser: 12 x 12 Face 12 x 12 Connection
12"x12"
37
338 CFM
Return Diffuser: 12 x 12 Face 12 x 12 Connection
12"x12"
38
150 CFM
Return Diffuser: 12 x 12 Face 12 x 12 Connection
12"x12"
39
70 CFM
Diffuser-Supply_2x2_TF-Series_Acutherm: 6" Inlet Diameter
6"ø
EE
750 NEW HIGHWAY 96 WEST, FRANKLIN, TENNESSEE 37064
12
CITY OF FRANKLIN
12"x12"
PREPARED FOR:
Return Diffuser: 12 x 12 Face 12 x 12 Connection
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
140 CFM
S
02-25-2021
FREEDOM BALL FIELDS
11
S
O F T ENNE
LY
20"x20"
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
1100 CFM Return Diffuser: 24 x 24 Face 20 x 20 Connection
A
ST
10
TE
E
C
M
No ME R 91
. 103 5
SUBMITTALS / REVISIONS
NO DATE
DESCRIPTION
SHEET TITLE
HVAC AIR
TERMINAL
SCHEDULES &
MECH. COMP.
PROJECT NO.
18062-3
DRAWN BY
DATE
02/25/2021
SCALE
TMH
CHECKED BY
TMH
SHEET NO.
M3.01
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
P-10
RE
G
RED ENGI
NE
TE
IS
H
ER
AGRICULTURE
CO
A
ST
2
C
P2.01
3/4"ø
P-10
TE
E
C
M
No ME R 91
. 103 5
EE
C
M IC H AE L
Y
MS
AR
C
TIM
OT
H
S
O F T ENNE
S
02-25-2021
3/4"ø
4
3
P-16
P2.01
3
4"ø
E.C.O.
E.C.O.
2"ø
4
3/4"ø
1/2"ø
P-9
1/2"ø
4"ø
5 JR SMITH #8035 GREASE INTERCEPTOR(GI): 35 GPM; 70 LBS.
GREASE CAPACITY. TIE THE THREE DRAINS FROM THE SINK TO THE
GI. ROUTE A DRAIN FROM THE GI TO THE FLOOR SINK WITH AN
OPEN AIR GAP.
H
C
3
P2.01
4"ø
P2.01
1"ø
P-10
4 INVERT DEPTH IS APPROXIMATELY 3'.
P-13
V
1"ø
1
1/2"ø
3 PROVIDE A 1/2" UNDERGROUND COLD WATER LINE FROM A TRAP
PRIMER TO TIE INTO THE DRAIN. (SEE DETAIL 4 ON SHEET PM.01)
SAN
4"ø
1"ø
1/2"ø
1/2"ø
PLUMBING GENERAL NOTES:
P-8
PAINT ALL ROOF AND WALL PENETRATIONS TO MATCH ROOF/WALL
COLOR. COLOR TO BE SELECTED BY THE ARCHITECT.
2.
NO HOSE BIBB SHALL BE INSTALLED ON SPLIT FACE BLOCKS
AND/OR JOINTS. HOSE BIBB SHALL BE MOUNTED ON SMOOTH FACE
OF CMU AT THE HORIZONTAL CENTERLINE OF THE BLOCK, CAULK
AROUND THE HOSE BIBB.
3.
ALL WASTE PIPING SHALL BE 4" UNLESS OTHERWISE NOTED.
4.
ALL VENT PIPING SHALL BE 2" UNLESS OTHERWISE NOTED.
RPBP#1
2
1"ø
1"ø
1.
WH#1
3
750 NEW HIGHWAY 96 WEST, FRANKLIN, TENNESSEE 37064
1 REFER TO THE CIVIL SITE PLAN FOR CONTINUATION OF THE LINE.
4"ø
P-9
4"ø
P-12
2 REFER TO THE WATER ENTRY DETAIL 2 ON SHEET PM2.01.
4" VTR
1
PLUMBING PLAN NOTES:
1"ø
4"ø
2"ø
P-7
P-7
P-11
CITY OF FRANKLIN
2"ø
H
PREPARED FOR:
P-12
4"ø
5
2"ø
3
3
1/2"ø
1/2"ø
P-5
C
1"ø
V
3/4"ø
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
4"ø
SAN
4"
ø
P-16
3/4"ø
FREEDOM BALL FIELDS
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
P-5
P-11
4"
ø
4"ø
SAN
2"ø
P-15
P-15
1/2"ø
1/2"ø
P-16
V 2"ø
P-16
1"ø
2"ø
1"ø
4"
ø
LY
4"
ø
P-13
3/4"ø
SUBMITTALS / REVISIONS
NO DATE
C
DESCRIPTION
P-10
1
PLUMBING WASTE & VENT FLOOR2
PLAN-BUILDING A
1
1/4" = 1'-0"
1
PLUMBING WATER FLOOR
PLAN-BUILDING A
2
1/4" = 1'-0"
2
1
SHEET TITLE
PLUMBING
FLOOR PLANS BUILDING A
PROJECT NO.
18062-3
DRAWN BY
TMH
CHECKED BY
DATE
02/25/2021
SCALE
1/4" = 1'-0"
TMH
SHEET NO.
P1.01
1
P2.02
1
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
E.C.O.
3
P2.02
RE
G
RED ENGI
NE
TE
IS
H
ER
AGRICULTURE
CO
SAN
A
ST
TE
E
C
M
No ME R 91
. 103 5
EE
2"ø
4"ø
P-10
M IC H AE L
Y
MS
AR
TIM
OT
H
S
O F T ENNE
S
02-25-2021
LY
V
P-16
P-16
P-11
1 REFER TO THE CIVIL SITE PLAN FOR CONTINUATION OF THE LINE.
4"ø
2"ø
P-1
E.C.O.
3/4"ø
P-1
2 REFER TO THE WATER ENTRY DETAIL 2 ON SHEET PM2.01.
2"ø
P-2
H
2"ø
2"ø
4
SAN
P-4
P2.02
4"ø
P-17
3
P-11
3/4"ø
3/4"ø
1"ø
1"ø
1"ø
3/4"ø
P-2
4
1"ø
3/4"ø
P-11
3/4"ø
3/4"ø
1/2"ø
1/2"ø
1/2"ø
P-3
P-4
1/2"ø
P-11
3/4"ø
P-17
P-17
P2.02
E.C.O.
P-2
P-2
4
P-14
P-11
P-2
5 INVERT DEPTH IS APPROXIMATELY 3'.
2"ø
4"ø
P-3
P-2
2
C
4 INSTALL ALL PLUMBING LINES AS CLOSE TO THE CHASE WALLS AS
POSSIBLE FOR MAXIMUM OWNER MAINTENANCE AND CLEAR
FLOOR SPACE.
P-2
P-10
P-1
1"ø
3 PROVIDE A 1/2" UNDERGROUND COLD WATER LINE FROM A TRAP
PRIMER TO TIE INTO THE DRAIN. (SEE DETAIL 4 ON SHEET PM2.01)
P-2
C
C
PLUMBING GENERAL NOTES:
C
1.
PAINT ALL ROOF AND WALL PENETRATIONS TO MATCH ROOF/WALL
COLOR. COLOR TO BE SELECTED BY THE ARCHITECT.
2.
NO HOSE BIBB SHALL BE INSTALLED ON SPLIT FACE BLOCKS
AND/OR JOINTS. HOSE BIBB SHALL BE MOUNTED ON SMOOTH FACE
OF CMU AT THE HORIZONTAL CENTERLINE OF THE BLOCK, CAULK
AROUND THE HOSE BIBB.
3.
ALL WASTE PIPING SHALL BE 4" UNLESS OTHERWISE NOTED.
4.
ALL VENT PIPING SHALL BE 2" UNLESS OTHERWISE NOTED.
P-10
P-14
C
3/4"ø
C
P-10
750 NEW HIGHWAY 96 WEST, FRANKLIN, TENNESSEE 37064
P-1
4" VTR
5
1"ø
PLUMBING PLAN NOTES:
4"ø
SAN
4"ø
RPBP#2
CITY OF FRANKLIN
P-1
E.C.O.
4"ø
1
3
2
PREPARED FOR:
3
3/4"ø
P-11
1"ø
WH#2
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
3
1"ø
FREEDOM BALL FIELDS
P-1
P-5
3/4"ø
4"ø
P-16
P-9
C
2"ø
2"ø
P-16
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
P-5
2"ø
P-9
C
2"ø
3/4"ø
SUBMITTALS / REVISIONS
NO DATE
DESCRIPTION
SHEET TITLE
2
PLUMBING WASTE & VENT FLOOR
PLAN-BUILDING B
1
1/4" = 1'-0"
1
2
PLUMBING WATER FLOOR
PLAN-BUILDING B
2
1/4" = 1'-0"
1
PLUMBING
FLOOR PLANS BUILDING B
PROJECT NO.
18062-3
DRAWN BY
TMH
CHECKED BY
DATE
02/25/2021
SCALE
1/4" = 1'-0"
TMH
SHEET NO.
P1.02
2
1
2
1
T.O. CUPOLA
Level 11
27' - 10"
T.O. CUPOLA
Level 11
27' - 10"
ROOF LINE
21' - 9 1/2"
ROOF LINE
21' - 9 1/2"
4
P2.01
2
P2.01
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
V
1/2"ø
1/2"ø
C
V
RE
G
TE
E
C
M
No ME R 91
. 103 5
EE
3/4"ø
2"ø
2"ø
C
CO
Level 2
10' - 0"
H
AGRICULTURE
A
ST
Level 2
10' - 0"
C
T.O. CMU
12' - 0"
3/4"ø
T.O. CMU
12' - 0"
2"ø
3/4"ø
H
TIM
OT
C
RED ENGI
NE
TE
IS
ER
2"ø
V
M IC H AE L
Y
MS
AR
2"ø
4"ø
H
S
O F T ENNE
S
02-25-2021
C
E.C.O.
H
1"ø
1"ø
C
1"ø
H
T.O. CMU
12' - 0"
C
C
1 1/2"ø
H
2"ø
2"ø
2"ø
FLOORLevel
PLAN
1
0' - 0"
SAN
C
Level 2
10' - 0"
SUBMITTALS / REVISIONS
NO DATE
C
FLOORLevel
PLAN
1
0' - 0"
SHEET TITLE
SAN
4"ø
4"ø
C
1"ø
PLUMBING
SECTIONS BUILDING A
PROJECT NO.
18062-3
2
WASTE & VENT SECTION 2-BUILDING A
1/4" = 1'-0"
DESCRIPTION
H
C
WH#1
C
H
C
V
4"ø
1"ø
C
1 1/4"ø
2"ø
2"ø
Level 2
10' - 0"
1"ø
T.O. CMU
12' - 0"
1"ø
1/2"ø
C
3/4"ø
3/4"ø
2"ø
1/2"ø
1/2"ø
V
2"ø
1/2"ø
2"ø
3/4"ø
V
1/2"ø
4"ø
V
3
P2.01
750 NEW HIGHWAY 96 WEST, FRANKLIN, TENNESSEE 37064
ROOF LINE
21' - 9 1/2"
CITY OF FRANKLIN
1
P2.01
WATER SECTION 1-BUILDING A
1/4" = 1'-0"
PREPARED FOR:
3
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
WASTE & VENT SECTION 1-BUILDING A
1/4" = 1'-0"
FREEDOM BALL FIELDS
1
FLOOR
Level 1 PLAN
0' - 0" 0' - 0"
4"ø
SAN
4"ø
4"ø
SAN
FLOORLevel
PLAN
1
0' - 0"
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
E.C.O.
LY
H
DRAWN BY
4
WATER SECTION 2-BUILDING A
1/4" = 1'-0"
TMH
CHECKED BY
DATE
02/25/2021
SCALE
1/4" = 1'-0"
TMH
SHEET NO.
P2.01
2
P2.02
4
P2.02
ROOF LINE
21' - 9 1/2"
ROOF LINE
21' - 9 1/2"
4"ø
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
V
2"ø
2"ø
CO
TE
1/2"ø
3/4"ø
1/2"ø
1/2"ø
H
3/4"ø
2"ø
1"ø
2"ø
1"ø
2"ø
1"ø
H
E
C
M
No ME R 91
. 103 5
S
O F T ENNE
S
02-25-2021
H
C
1"ø
LY
C
C
C
C
C
H
C
1"ø
C
3/4"ø
C
1/2"ø
1/2"ø
1 1/2"ø
2"ø
2"ø
2"ø
2"ø
V
C
1/2"ø
H
2"ø
2"ø
1 1/4"ø
2"ø
H
1 1/4"ø
2"ø
2"ø
C
A
ST
C
V
AGRICULTURE
T.O. CMU
12' - 0"
1 1/4"ø
T.O. CMU
12' - 0"
EE
2"ø
TIM
OT
V
H
ER
2"ø
RED ENGI
NE
TE
IS
MS
AR
V
M IC H AE L
Y
RE
G
H
RPBP#2
WH#2
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
SAN
2"ø
WASTE & VENT SECTION 3-BUILDING B
1/4" = 1'-0"
3
2
WATER SECTION 3-BUILDING B
1/4" = 1'-0"
1
2
1
P2.02
1
3
P2.02
ROOF LINE
21' - 9 1/2"
4"ø
V
V
ROOF LINE
21' - 9 1/2"
SUBMITTALS / REVISIONS
2"ø
T.O. CMU
12' - 0"
1 1/4"ø
T.O. CMU
12' - 0"
C
NO DATE
DESCRIPTION
3/4"ø
H
1/2"ø
H
V
2"ø
2"ø
1
C
750 NEW HIGHWAY 96 WEST, FRANKLIN, TENNESSEE 37064
4"ø
4"ø
CITY OF FRANKLIN
4"ø
PREPARED FOR:
SAN
FLOOR PLAN
0' - 0"
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
4"ø
FLOOR PLAN
0' - 0"
FREEDOM BALL FIELDS
C.O.
2"ø
E.C.O.
WH#2
SHEET TITLE
E.C.O.
E.C.O.
4"ø
SAN
SAN
FLOOR PLAN
0' - 0"
FLOOR PLAN
0' - 0"
PLUMBING
SECTIONS BUILDING B
4"ø
C
2"ø
PROJECT NO.
18062-3
DRAWN BY
TMH
CHECKED BY
DATE
02/25/2021
SCALE
1/4" = 1'-0"
TMH
SHEET NO.
2
WASTE & VENT SECTION 4-BUILDING B
1/4" = 1'-0"
4
WATER SECTION 4-BUILDING B
1/4" = 1'-0"
P2.02
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
M IC H AE L
RED ENGI
NE
TE
IS
H
ER
RE
G
Y
MS
AR
TIM
OT
H
AGRICULTURE
CO
EE
A
ST
TE
E
C
M
No ME R 91
. 103 5
S
O F T ENNE
S
750 NEW HIGHWAY 96 WEST, FRANKLIN, TENNESSEE 37064
CITY OF FRANKLIN
PREPARED FOR:
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
FREEDOM BALL FIELDS
1
WASTE & VENT 3D FLOOR PLAN BUILDING A
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
02-25-2021
SUBMITTALS / REVISIONS
NO DATE
DESCRIPTION
SHEET TITLE
PLUMBING 3D
FLOOR PLANS BUILDING A
PROJECT NO.
18062-3
DRAWN BY
DATE
02/25/2021
SCALE
TMH
CHECKED BY
TMH
2
WATER 3D FLOOR PLAN - BUILDING A
SHEET NO.
P3.01
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
M IC H AE L
RED ENGI
NE
TE
IS
H
ER
RE
G
Y
MS
AR
TIM
OT
H
AGRICULTURE
CO
EE
A
ST
TE
E
C
M
No ME R 91
. 103 5
S
O F T ENNE
S
750 NEW HIGHWAY 96 WEST, FRANKLIN, TENNESSEE 37064
CITY OF FRANKLIN
PREPARED FOR:
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
FREEDOM BALL FIELDS
1
WASTE & VENT 3D FLOOR PLAN BUILDING B
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
02-25-2021
SUBMITTALS / REVISIONS
NO DATE
DESCRIPTION
SHEET TITLE
PLUMBING 3D
FLOOR PLANS BUILDING B
PROJECT NO.
18062-3
DRAWN BY
DATE
02/25/2021
SCALE
TMH
CHECKED BY
2
WATER 3D FLOOR PLAN - BUILDING B
TMH
SHEET NO.
P3.02
PRESSURE GAUGE WITH
PIGTAIL & SHUTOFF
COCK TYPICAL
RATED WALL-SEE PLANS FOR TYPE
SUPPLY DUCT UP
FIRE DAMPER-SEE PLANS FOR TYPE
FIRE DAMPER ACCESS DOOR
SQUARE ELL WITH
TURNING VANES
RETURN OR EXHAUST
DUCT UP
SUPPLY AIR DIFFUSER
FLEX RUNOUT
ROUND SHEET METAL
RUNOUT WITH EXTERNAL
INSULATION
SUPPLY DUCT DOWN
BELL MOUTH FITTING W/
M.V.D. OR SPIN-IN W/ M.V.D.
45 DEGREE TEE
FITTING-"SHOE" TYPE
RETURN OR
EXHAUST
REGISTER
WATTS SERIES LF223S
PRESSURE REDUCING
VALVE SET AT 65 PSI
GATE VALVE
RETURN OR EXHAUST
DUCT DOWN
TRANSITION
STRAINER
REDUCED PRESSURE
BACKFLOW PREVENTER
S
S
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
FLEX CONNECTION
(TYPICAL)
FULL RADIUS ELL OR SQUARE
ELL WITH TURNING VANES
FLOOR
2
NOT TO SCALE
AGRICULTURE
CO
TRAPPED CONDENSATE
DRAIN TO FLOOR DRAIN/TRENCH
DRAIN. (TYPICAL)
TE
WATER ENTRY RISER ASSEMBLY DETAIL
3
PM2.01
NOT TO SCALE
S
O F T ENNE
NOT TO SCALE
FLOOR DRAIN
R
TE
WA LY
D
L
P
CO SUP
DIELECTRIC
UNIONS (TYP.)
A.S.M.E. RELIEF VALVE
PIPE FULL SIZE TO
FLOOR DRAIN
1/2" WATER LINE
TO TRAP PRIMER
THERMOMETER
AT
HE
SUSPEND EXHAUST FAN
FROM STRUCTURE
WITH ISOLATED HANGERS
REF. SPECS.
TRANSITION (TYP)
FLEX (TYP)
EXTEND TO CAP
TO EXHAUST REGISTERS
REF. H.V.A.C. FLOOR PLAN
FOR CONT.
AP
TR
CAST IRON CLEANOUT WITH
COVER & "T" HANDLE
CONCRETE FLOOR SLAB
EXTENSION - SAME SIZE
AS SEWER, UP TO 4"; SEE
SPECIFICATIONS FOR MATERIAL
AIR
FLOW
COUPLINGS AS REQUIRED
TO PREVENT VERTICAL
PIPE FRACTURE WITH
TRAFFIC AND SLAB
SETTLING
LONG SWEEP 1/4 BEND
OR COMB. "Y" & 1/8 BEND
ELECTRIC WATER
HEATER
1" DRAIN LINE FROM
PAN TO FLOOR DRAIN
WATER
P-TRAP
TRAP PRIMER/FLOOR DRAIN DETAIL(TPV)
5
PM2.01
NOT TO SCALE
3" DEEP
SAFETY DRAIN PAN
EXHAUST FAN ABOVE CEILINGSEE SCHEDULE AND SPECIFICATIONS
ELECTRIC WATER HEATER DETAIL
6
NOT TO SCALE
PM2.01
CEILING - REFERENCE
ARCHITECTURAL DWGS.
FLOW
IN-LINE EXHAUST FAN
EXTERIOR(E.C.O.)/INTERIOR(C.O.) CLEANOUT DETAIL
7
PM2.01
NOT TO SCALE
NOT TO SCALE
A VERTICAL DAMPER IS SHOWN. HORIZONTAL
DAMPER INSTALLATION IS SIMILAR.
3
BATT INSULATION
2X4 AND DRYWALL
ENCLOSURE
FUSIBLE LINK
4
4
INSTALL FIRE DAMPERS IN ALL
RATED WALLS. DAMPERS TO BE UL
LISTED AND APPROVED FOR USE IN
ASSOCIATED WALL AND DUCT
TYPES. FIRE RATING TO BE EQUAL
TO OR GREATER THAN WALL
RATING. (TYPICAL)
3
6
NO DATE
ACCESS DOOR
7
2
1
5
1. DAMPER ASSEMBLY-1HR
(RUSKIN #CFD21 ASSEMBLY CONSISTS OF
A UL555C TESTED CEILING DAMPER FACTORY
INSTALLED IN AN R6 INSULATED BOX;
FUSIBLE LINK TO BE 212 F)
2. GRILLE (0.025 STEEL MIN)
3. 3/4" X 3/4" X 26 GA (16 x 16 x 0.55)
OR 18 SWG STEEL WIRE (MIN)
1
5
BLANKET INSULATION
WITH VAPOR BARRIER
INSTALLED ON BOTH
SIDES OF DAMPER
AROUND DUCT
(TYPICAL)
PROVIDE SHEET METAL
NOSING AT ALL EDGES
OF INSULATION (TYP)
TYPICAL FOR VERTICAL
AND HORIZONTAL DAMPERS
2
7
FACE VIEW
6. WOOD TRUSS (SEE UL DESIGN #P-522)
7. 5/8" (16) GYPSUM WALLBOARD (SEE UL DESIGN #P-522)
8. RC-CHANNEL
9. 1" X 1" X 22 GA (25 X 25 X 0.85) RETAINING
ANGLE (MIN)
10. AIR DUCT
4. 3/4" X 3/4" X 26 GA (16 x 16 x 0.55)
OR 2" X 4" (51 x 102) WOOD STUD
SUPPORT
5. DUCT UL CLASSIFIED
AIR DUCT (CLASS 0 OR 1)
8
SHEET TITLE
HVAC AND
PLUMBING
DETAILS
UL 555C SYSTEM
PROJECT NO.
18062-3
8
PM2.01
WATER PIPING INSTALLED IN ATTIC
NOT TO SCALE
DESCRIPTION
8
END VIEW - With Grille
12" MAX
(TYP)
INSULATED WATER PIPING
SUBMITTALS / REVISIONS
6
"S" JOINT COLLAR
TO DUCT (TYPICAL)
BOLT ANGLES AND SLEEVES
TO WALL 360 DEGREES. BOLTS
ON 6 INCH CENTERS. (TYPICAL)
JOIST
750 NEW HIGHWAY 96 WEST, FRANKLIN, TENNESSEE 37064
CHECK VALVE (TYPICAL)
INSTALL IN HORIZONTAL
POSITION
ER
AT LY
W
P
T
HO SUP
CITY OF FRANKLIN
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
SIOUX CHIEF #598-0210 EXPANSION
TANK WALL SUPPORT WITH
32" BAND FOR 2 GALLON TANKS
BALL VALVE
PPP, INC. DIST.
UNITS AS REQUIRED
DO NOT INSULATE SPACE
UNDER PIPING
S
AC UNIT DETAIL (AC#1,3)
PREPARED FOR:
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
THERMAL EXPANSION CHAMBER.
WATTS TYPE DET SIZED AND
INSTALLED IN ACCORD WITH
MANUFACTURES RECOMMENDATIONS
CEILING - SEE ARCH. DWGS.
E
C
M
No ME R 91
. 103 5
LY
PM2.01
PPP, INC. FLOOR
DRAIN TRAP PRIMER
VALVE #ORE #1
PM2.01
H
02-25-2021
COLD WATER
SUPPLY
4
RED ENGI
NE
TE
IS
FREEDOM BALL FIELDS
PM2.01
AC UNIT
REFER TO PLANS FOR
SIZE OF WATER MAIN
TYPICAL SUPPLY, RETURN
OR EXHAUST DUCT SYSTEM
1
TERMINATE R.P.B.P. DRAIN
AT FLOOR DRAIN BELOW.
REFRIGERANT PIPING SIZED
AND ROUTED PER
MANUFACTURERS INSTRUCTIONS
(TYPICAL)
A
ST
FULL RADIUS ELL OR SQUARE
ELL WITH TURNING VANES
RETURN AIR PLENUM
REINFORCED W/ ANGLE
IRON, 12" HIGH,
FOOTPRINT= 50"x24"
(TYPICAL)
M IC H AE L
Y
EE
WINTERIZING DRAIN
VALVE
R
FULL SIZE DRAIN
PORT CONNECTION
H
ER
D
ECCENTRIC REDUCER
(WHERE REQ'D.)
TWO FILTERS
IN SLIDE IN FRAME.
RE
G
RISE OR DROP
NOTE:
ALL PIPING TO BE
RIGIDLY SUPPORTED
TIM
OT
TO DRAIN
MS
AR
OPPOSED BLADE MANUAL
BALANCING DAMPER-TYPICAL
EACH BRANCH TAKE OFF
OR RUNOUT.
9
PM2.01
FIRE DAMPER DETAIL
NOT TO SCALE
10
PM2.01
UL555C 1-HR CEILING RADIATION DAMPER DETAIL
NOT TO SCALE
DRAWN BY
DATE
02/25/2021
SCALE
TMH
CHECKED BY
TMH
SHEET NO.
PM2.01
STRUCTURE
3/ " BOLT & NUT TO
8
STEEL JOIST OR 1/2"
CONCRETE ANCHOR
THREADED ROD
ROD STIFFENER
1. PROVIDE SEISMIC RESTRAINTS ON ALL FLEXIBLY MOUNTED HVAC EQUIPMENT,
DUCTWORK, AND PIPING EXCEPT AS FOLLOWS.:
EXTRA LENGTH
CLEVIS BOLT
PIPE SLEEVE
CLEVIS HANGER
PIPE
SECTION VIEW
H
4. TRANSVERSE BRACING ON PIPING SHALL BE AT 40' MAX. LONGITUDINAL
BRACING ON PIPING SHALL BE 80' MAX. SEE SEISMIC MANUAL FOR FURTHER
SPECIFIC LIMITATIONS ON BRACING.
120/1/60
A
ST
S
O F T ENNE
S
STAGED AUXILIARY HEAT
LY
SPACE TEMP.
SENSOR
RELAY
C
SPACE HUM.
SENSOR
TIME CLOCK
3
NOTE; PROVIDE A TIME CLOCK FOR EACH UNIT.
2
5
5A
HVAC UNIT
1/ "
4
STEEL CABLE
(2) U-BOLT CLIPS
PER CONNECTION
SECTION VIEW
8
PM2.02
3
3
T
A
SUPPLY
AIR
SECTION A-A
LONGITUDINAL AND
TRANSVERSE BRACING
PLAN VIEW
SEISMIC HVAC EQUIPMENT RESTRAINTS DETAIL
NOT TO SCALE
2
RETURN
AIR
T
OUTSIDE
AIR
SEE SCHEDULE
FOR VOLTAGE
3
AIR
HANDLER
P
5
FILTER
BOX
90
HVAC UNIT
1. Wall Assembly-Concrete Block.
2. Steel Wire Mesh-Cylindrical sleeve fabricated from No. 8 steel wire mesh and having a min 3 in. lap along the longitudinal
seam. Length of steel mesh to be 1 in. less than thickness of wall. Steel wire mesh to be centered and formed to fit
periphery of through opening.
3. Through Penetrants-The following types and sizes of metallic pipes or tubing may be used:
A. Steel Pipe-Nom 10 in. diam (or smaller) Schedule 40 (or heavier) steel pipe.
B. Iron Pipe-Nom 10 in. diam (or smaller) cast or ductile iron pipe.
C. Copper Tubing-Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing.
D. Copper Pipe-Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe.
4. Pipe Covering*-Nom 1-1/2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside
with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse
joints secured with metal fasteners or with butt tape supplied with the product. The annular space between insulated pipe
and periphery of opening shall be min 3/4 in. to max 1-1/2 in.
5. Firstop System-The firestop system shall consist of the following:
A. Packing Material-Min 3-1/8 in. thickness of min 4 pcf mineral wool batt insulation firmly packed into opening as a
permanent form. Packing material to be recessed from both surfaces of wall as required to accommodate the required
thickness of fill material.
B. Fill, Void or Cavity Material*-Caulk-Min 1-1/4 in. thickness of fill material applied within the annulus, flush with both
surfaces of wall.
RECTORSEAL-Metacaulk 1000
TIME CLOCK RELAY (AC #1)
NOT TO SCALE
MIXING
BOX
HEAT PUMP
UNIT
AIR
HANDLER
T
208/3/60
VERIFY NUMBER OF WIRES
WITH MANUFACTURER
*bearing the UL classification mark.
R
3/ "
8
BOLT & NUT TO
STEEL JOIST OR 1/2"
CONCRETE ANCHOR
STRUCTURE
1
5
PM2.02
ROD STIFFENER
45
Y1
METAL
PIPE PENETRATION (4HR & 2HR RATING)
2
HEAT PUMP
UNIT
Y2
9
PM2.02
HEAT PUMP CONTROL (AC #1)
NOT TO SCALE
NOT TO SCALE
750 NEW HIGHWAY 96 WEST, FRANKLIN, TENNESSEE 37064
3
H
CITY OF FRANKLIN
1
T
PREPARED FOR:
1
4
1
FREEDOM BALL FIELDS
2
4
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
2ND STAGE COOLING/HEATING
1ST STAGE COOLING/HEATING
OUTPUTS
SUPPLY FAN AIRFLOW
C
4
5B
120/1/60
120/1/60
2
5B
45
SPACE TEMPERATURE SENSOR
1
ROD STIFFENER
SUPPLY AIR TEMPERATURE SENSOR
OUTSIDE AIR TEMPERATURE SENSOR
UL. SYSTEM #W-J-5033
BOLT & NUT TO
STEEL JOIST OR 1/2"
CONCRETE ANCHOR
STRUCTURE
NOT TO SCALE
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
PM2.02
NOT TO SCALE
SPACE HUMIDITY SENSOR
SEISMIC RESTRAINT NOTES
4
INPUTS
SEISMIC PIPE RESTRAINTS DETAIL
THREADED ROD
E
C
M
No ME R 91
. 103 5
2 POSITION
O.A. DAMPER
COMMUNICATIONS LOOP
A
PM2.02
TE
WATTS CONTROLLER
TRANSVERSE BRACING
3/ "
8
2
CO
TIME CLOCK
RELAY
PLAN VIEW
THREADED ROD
H
02-25-2021
LONGITUDINAL AND
TRANSVERSE BRACING
PM2.02
RED ENGI
NE
TE
IS
AGRICULTURE
5. SEE "SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS"
FOR DETAILS OF ANCHORS TO STRUCTURE.
1
M IC H AE L
Y
ER
CABLE
3. PROVIDE TRANSVERSE BRACING ON DUCTWORK AT 50' ON CENTER AND
LONGITUDINAL/TRANSVERSE BRACING AT END OF DUCT AND AT 80' ON CENTER.
SEE SEISMIC MANUAL FOR FURTHER SPECIFIC LIMITATIONS ON BRACING.
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
MS
AR
PIPE
2. SEISMIC RESTRAINTS ARE SIZED IN ACCORDANCE WITH THE INTERNATIONAL
BUILDING CODE. FOR GROUP 2 HAZARD EXPOSURE AND IN ACCORDANCE WITH
THE SMACNA SEISMIC RESTRAINT MANUAL, FOR SEISMIC HAZARD LEVEL "C"
OTHER METHODS OF RESTRAINT IN ACCORDANCE WITH THE SEISMIC RESTRAINT
MANUAL ARE ACCEPTABLE.
EE
(2) U-BOLT CLIPS
PER CONNECTION
A. PIPING (OTHER THAN GAS) IN BOILER & MECHANICAL ROOMS
LESS THAN
11/4" INSIDE DIAMETER.
B. ALL OTHER PIPING (EXCEPT GAS) LESS THAN 2 1/2" INSIDE
DIAMETER.
C. ALL RECTANGULAR AIR-HANDLING DUCTS LESS THAN 6 SQUARE
FEET IN
CROSS-SECTIONAL AREA.
D. ALL ROUND AIR-HANDLING DUCTS LESS THAN 28" .
E. ALL PIPING (OTHER THAN GAS) SUSPENDED BY INDIVIDUAL
HANGERS 12" OR
LESS LENGTH FROM THE TOP OF THE PIPE TO
THE BOTTOM OF THE
SUPPORT FOR THE HANGER.
F. ALL DUCT SUSPENDED BY HANGERS 12" OR LESS LENGTH FROM
THE TOP
OF THE DUCT TO THE BOTTOM OF THE SUPPORT FOR
THE HANGER.
RE
G
STEEL CABLE
TIM
OT
1/ "
4
208/3/60
SUBMITTALS / REVISIONS
FUSE
1/ "
4
NO DATE
STEEL CABLE
ON-OFF-AUTO SWITCH
IN STARTER COVER
(2) U-BOLT CLIPS
PER CONNECTION
SECTION VIEW
SUPPORT FLEX DUCT
AT NECK TO PREVENT
COLLAPSE
PIPE
FLEX DUCT LENGTH
MAXIMUM OF 5 FEET
CABLE
INSULATE ALL
EXPOSED METAL
ON BACKSIDE
OF DIFFUSER
LONGITUDINAL AND
TRANSVERSE BRACING
SEAL-TITE WITH DAMPER
AND EXTRACTOR. PROVIDE
ADDITIONAL SEAL WITH
MASKANT OR DUCT TAPE
(TYPICAL)
PULL FLEX INSULATION
AROUND DRAW BAND
AND SEAL WITH DUCT
TAPE (TYPICAL)
FLEX DUCT
SHEET METAL
DUCT
C
SMOKE
DETECTOR
CONTACT
BRACKET
PROVIDE SQUARE TO
ROUND ADAPTER
WHERE REQUIRED
CEILING DIFFUSER:
LAY-IN OR
SURFACE MOUNT
O.L.'S
SUPPLY FAN
STARTER-COIL
120/1/60
BRANCH DUCT
MAY BE ROUND
OR SQUARE
INSULATION:
THICKNESS AS
CALLED FOR
IN SPECS
DISCONNECT
SWITCH
120/1/60
SHEET TITLE
TLT. LIGHT
SWITCH
2 POSITION
O.A. DAMPER
PM2.02
SEISMIC DUCT RESTRAINTS DETAIL
NOT TO SCALE
WOMEN'S
TLT. LIGHTS
FINISH CEILING
TLT. LIGHT
SWITCH
PLAN VIEW
3
FAN MOTOR
W/ O.L.'S
M
TOILET LIGHT
RELAY
SEAL INTER FLEX LINER WITH
DRAW BAND & DUCT TAPE TO
DIFFUSER / RUN-OUT (TYPICAL)
TRANSVERSE BRACING
DESCRIPTION
MEN'S
TLT. LIGHTS
HVAC AND
PLUMBING
DETAILS AND
CONTROLS
PROJECT NO.
18062-3
DRAWN BY
6
PM2.02
DIFFUSER CONNECTION DETAIL
NOT TO SCALE
7
PM2.02
HEAT PUMP CONTROL (AC #3)
NOT TO SCALE
10
PM2.02
EXHAUST FAN CONTROL (EF #1)
NOT TO SCALE
DATE
02/25/2021
SCALE
TMH
CHECKED BY
TMH
SHEET NO.
PM2.02
HEAT PUMP SPLIT SYSTEM
EXHAUST FAN SCHEDULE
GENERAL MECHANICAL LEGEND
SUPPLY DIFFUSER
WATER HEATER SCHEDULE
100% O.A. SPLIT W/ ELEC. HEAT
GALLON
FLOW
STORAGE REC.(GPH) TANK HT. TANK DIA.
EQUIP NO.
EF#1
---
EQUIP NO.
AC #2
---
EQUIP NO.
AC #3
---
W.H. #
TYPE
IN-LINE
---
TYPE
CLG. MTD.
---
TYPE
VERTICAL
---
WH#1,2
SERVICE
SEE PLANS
---
SERVICE
SEE PLANS
---
SERVICE
SEE PLANS
---
CFM
675
---
ACCESSORIES
---
---
DX COOLING COIL
---
---
STATIC PRESSURE
.375"
---
FILTERS
YES
---
TOT. CAP. (MBH)
59
---
SONES
5.5
---
OTHER
1,2,3
---
SENS. CAP. (MBH)
34
---
HP
301 WATTS
---
FAN
---
---
EADB/EAWB
88.5 F/74 F
---
VOLTAGE
120/1/60
---
TOTAL CFM
380
---
LADB/LAWB
56.7 F/56 F
---
ACCESSORIES
NOTE 1,2
---
MOCP
15.0
---
HOT GAS REHEAT
21 MBH
---
DAMPER TYPE
BACKDRAFT
---
VOLTAGE
208/1/60
---
LADB/LAWB
75 F/63 F
---
RPBP #
SCREEN TYPE
---
---
COOLING COIL
---
---
TOTAL CFM
1000
---
RPBP #1
WATTS
LF009 QT
1
1 INCH
21
13.0 PSIG
DOM. WTR.
MANUFACTURER
COOK
---
TOTAL CAP. (MBH)
12.0
---
MIN. OA CFM
675
---
RPBP #2
WATTS
LF009 QT
1
2 INCH
80
13.0 PSIG
DOM. WTR.
MODEL #
GN-740
---
HEATING COIL
---
---
ESP
1.0
---
MBH
10.1
---
FAN HP
1.34
---
VOLTAGE
208/1/60
---
FILTER
2" FARR
---
MODEL #
PLA-A12EA7
---
VOLTAGE
208/3/60
---
CONDENSING UNIT
---
---
MANUFACTURER
AAON
---
P-1
TYPE
AIR-COOLED
---
HEATING COIL
---
---
P-2
MANUFACTURER
A.O. SMITH
MODEL #
SYS.
DEN-52
DOM.
QTY.
2
K.W.
9.0
VOLTAGE
208/1/60
EWT
40 F
LWT
110 F
50.0
51.0
55"
REMARKS
21"
1,2,3
1. WATER HEATER TO PROVIDE 4.5 KW SIMULTANEOUS DUAL ELEMENT OPERATION.
RETURN GRILLE
2. PROVIDE HEAT TRAP ON PIPING FOR WATER HEATER.
3. PROVIDE INSULATION COVER OVER WATER HEATER.
EXHAUST GRILLE
HUMIDISTAT
FIRE DAMPER
HEAT PUMP SYSTEM SCHEDULE
SAN
C
SANITARY DRAIN
COLD WATER
H
HOT WATER
V
P-1
VTR
BALL VALVE
BALANCING VALVE
H.W. (IN.)
WASTE (IN.)
VENT (IN.)
NOTES
WATER CLOSET (FLOOR MTD., FLUSH VALVE, HANDICAP ACCESSIBLE)
1
-
4
2
1,2,5
WATER CLOSET (FLOOR MTD., FLUSH VALVE)
1
---
4
2
1,2,5
YES, 0 F
---
MBH @ 22 F
42.7
---
P-3
URINAL (WALL MTD., HANDICAP ACCESSIBLE)
3/4
---
4
2
1,2,5
OADB/EER
95 F/16.4
---
EADB/LADB
31 F/84.5 F
---
P-4
URINAL (WALL MTD.)
3/4
---
4
2
1,2,5
AC #1
---
VOLTAGE
208/1/60
---
K.W.
16.9
---
P-5
LAVATORY (WALL MTD., HANDICAP ACCESSIBLE)
1/2
1/2
1 1/4
1 1/4
1,3,5
TYPE
VERTICAL
---
COMP. AMPS
7
---
STAGES
3
---
P-6
NOT USED
---
---
---
---
---
SERVICE
SEE PLANS
---
COND. FAN AMPS
.5
---
VOLTAGE
208/3/60
---
P-7
FLOOR SINK
---
---
4
2
4,5
ACCESSORIES
NOTE 1-6
---
C.U. MCA/MOCP
11/28
---
A.H. MCA/MOCP
62/70
---
P-8
FLOOR DRAIN
---
---
4
2
4,5
P-9
JANITOR'S SINK
1/2
1/2
3
2
4,5
P-10
WALL HYDRANT (FREEZE PROOF)
3/4
---
---
---
4,5
P-11
WALL HYDRANT
3/4
---
---
---
4,5
V3-BRB-8-0-161C-5S3:
AABE-FA0-000-0A0
00A00D0-00-D00000000
FILTERS
1" FARR
---
MODEL #
PUZ-A12NKA7
---
MODEL #
OTHER
---
---
MANUFACTURER
MITSUBISHI
---
MANUFACTURER
AAON
---
FAN
---
---
CONDENSING UNIT
---
---
TOTAL CFM
1600
---
MIN. OA CFM
150
---
EXTERNAL S.P.
.4
---
H.P.
1/3
---
VOLTAGE
208/1/60
---
COOLING COIL
---
---
TOTAL CAP. (MBH)
48
---
E.A.D.B./E.A.W.B.
77 F/63 F
---
HEATING COIL
---
---
MBH @ 17
28.8
---
E.A.D.B./L.A.D.B.
61.5 F/ 93 F
---
K.W./M.B.H.
10/25.6
---
STAGES
2
---
VOLTAGE
208/3/60
---
MODEL #
CBX32M-048
---
HEAT PUMP UNIT
TWO STAGE
---
TYPE
AIR-COOLED
---
LOW AMB. CONT.
YES, 0 F
---
OADB/SEER
95 F/14
---
VOLTAGE
208/3/60
---
COMP. F.L.A.
13.5
---
COND. FAN F.L.A.
1.8
---
C.U. MCA/MFSA
18.6/30
---
MODEL #
SPB048H4S
---
MANUFACTURER
LENNOX
---
1. PROVIDE THERMOSTAT AND STANDARD HEAT
PUMP CONTROL PACKAGE.
---
2. PROVIDE LOW AMBIENT CONTROLS.
3. PROVIDE R-410A REFRIGERANT.
4. INSTALL THE REFRIGERANT PIPING PER THE
MANUFACTURER'S RECOMMENDATIONS. REFRIGERANT
SUCTION LINES SHALL BE INSULATED WITH 3/4" THICK
ARMSTRONG FR/ARMAFLEX FLEXIBLE ELASTOMERIC
CLOSED CELL INSULATION.
TYPE
AIR-COOLED
---
P-12
SINK (THREE COMPARTMENT, S.S.)
1/2
1/2
1 1/2
1 1/2
5
OADB/EER
95 F/ 11.3
---
P-13
ICE MAKER CONNECTION/COFFEE MAKER CONNECTION
1/2
---
---
---
5
VOLTAGE
208/3/60
---
P-14
DRINKING FOUNTAIN (HI/LOW, S.S., BOTTLE FILLER, HANDICAP ACCESSIBLE)
1/2
---
1 1/4
1 1/4
4,5
COMPRESSOR FLA
16.9
---
P-15
SERVICE SINK
1/2
1/2
3
2
1,5
COND. FAN FLA
2.8
---
P-16
TRENCH DRAIN
---
---
4
2
4,5
C.U. MCA/MOCP
24/40
---
P-17
LAVATORY (WALL MTD., SEMI-CIRCULAR, TWO FAUCET, HANDICAP ACCESSIBLE)
1/2
1/2
1 1/2
1 1/2
1,5
ACCESSORIES
SEE NOTES *
---
MODEL #
CB-B-060-8-D-1
DGK0GA0
---
MANUFACTURER
AAON
---
M IC H AE L
Y
RED ENGI
NE
TE
IS
CO
TE
S
O F T ENNE
1. PROVIDE PROGRAMMABLE THERMOSTAT.
2. PROVIDE LOW AMBIENT CONTROLS.
1. PROVIDE A SMOKE DETECTOR IN THE SUPPLY &
RETURN OF AC #3. DUCT SMOKE DETECTORS SHALL
HAVE A BUTTON TO TEST OPERATION.
5. ALL FIXTURES TO BE APPROVED BY THE OWNER.
2. PROVIDE WATTMASTER #SPA-ACP-0004CAV-RH
CONTROLLER.
3. PROVIDE REFRIGERANT 410A.
PLUMBING FIXTURES:
P-1 WATER CLOSET (HANDICAP ACCESSIBLE)
AMERICAN STANDARD #3461.712 FLOOR MOUNTED AT 17" AFF, VITREOUS CHINA, 1-1/2" TOP-SPUD, ELONGATED RIM TOILET; ZURN #ZEMS6153AV-HET-HW6-MJ SENSOR W/
CONCEALED FLUSH VALVE(1.28GPF). PUSH BUTTON CAN NOT BE MORE THAN 36" AFF; CENTOCO #500CCSS OPEN FRONT SEAT WITH COVER. ZURN #P6000-HW6 POWER
CONVERTER.
P-2 WATER CLOSET
AMERICAN STANDARD #3451.712 FLOOR MOUNTED, VITREOUS CHINA, 1-1/2" TOP-SPUD, ELONGATED RIM TOILET; ZURN #ZEMS6153AV-HET-HW6-MJ SENSOR W/ CONCEALED
FLUSH VALVE(1.28GPF). PUSH BUTTON CAN NOT BE MORE THAN 36" AFF; CENTOCO #500CCSS OPEN FRONT SEAT LESS COVER. ZURN #P6000-HW6 POWER CONVERTER.
P-3 URINAL (WALL MTD., HANDICAP ACCESSIBLE)
AMERICAN STANDARD #6590.501 WALL MOUNTED AT 17" AFF TO TOP OF URINAL LIP, VITREOUS CHINA, 3/4" TOP SPUD, URINAL, PROVIDE WALL HANGER; ZURN
#ZEMS6197AV-EWS-HW6-MJ SENSOR W/ CONCEALED FLUSH VALVE(.5 GPF). MCGUIRE #1233 STRAINER; #P6000 POWER CONVERTER.
P-4 URINAL (WALL MTD.)
AMERICAN STANDARD #6590.501 WALL MOUNTED, VITREOUS CHINA, 3/4" TOP SPUD, URINAL, PROVIDE WALL HANGER; ZURN #ZEMS6197AV-EWS-HW6-MJ SENSOR W/
CONCEALED FLUSH VALVE(.5 GPF). MCGUIRE #1233 STRAINER; #P6000 POWER CONVERTER.
P-5 LAVATORY (HANDICAP ACCESSIBLE)
AMERICAN STANDARD #0355.012 WALL MOUNTED AT 34" AFF, VITREOUS CHINA, WITH WALL HANGER (PROVIDE ZURN #Z-1231-SL FOR 8" BLOCK WALL); ZURN
#Z6915-XL-J-MT-MV-ACA SENSOR FAUCET, POLISHED CHROME-PLATED, FAUCET HOLES 4" ON CENTER; MCGUIRE #155WC OFFSET HANDICAP GRID DRAIN, MCGUIRE
#H-2165LK SUPPLY PIPES, STOP VALVES, AND P-TRAP. ZURN #P6000-HW6 POWER CONVERTER.
P-6 NOT USED
P-7 FLOOR SINK
ZURN #Z1902, PROVIDE WITH HALF GRATE.
3. PROVIDE DX COOLING COIL.
4. PROVIDE A SMOKE DETECTOR IN THE SUPPLY AND
RETURN OF AC #1.
5. PROVIDE R-410A REFRIGERANT; PROVIDE
ACCUMULATOR AND CRANKCASE HEATER.
6. SEQUENCE OF OPERATION FOR AC #1.
P-8 FLOOR DRAIN
J.R. SMITH #2005, DUCO CAST IRON BODY WITH FLASHING COLLAR AND ADJUSTABLE STRAINER.
P-9 JANITOR'S SINK
FIAT #MSB2424 MOP SINK WITH 830-AA SERVICE FAUCET, MCGUIRE H-2165 SUPPLIES W/STOPS AND P-TRAP.
P-10 WALL HYDRANT(FREEZE PROOF)
WOODFORD #B65 WALL HYDRANT WITH BOX AND DOOR
THE UNIT WILL BE STARTED/STOPPED BASED UPON THE
PROGRAMMABLE T'STAT SET POINTS. THE OUTSIDE AIR
DAMPER WILL MOVE TO THE OPEN POSITION IN THE
OCCUPIED MODE AND TO THE CLOSED POSITION IN THE
UNOCCUPIED MODE.
P-14 DRINKING FOUNTAIN (HANDICAP ACCESSIBLE, HI/LOW, WITH BOTTLE FILLER)
HALSEY TAYLOR #HTHB-OVLSEBP-I, STAINLESS STEEL TOP AND BODY, WITH BOTTLE FILLER. PROVIDE STOP, SUPPLY, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. 1/2"
C.W., 1 1/4" SAN. MOUNT 33"LOW TO SPOUT AND 38"HIGH TO SPOUT.
P-15 SERVICE SINK
REGENCY 18" 16-GUAGE S.S. ONE COMPARTMENT SINK WITHOUT DRAINBOARD (18"x18"x4") BOWL; POLISHED CHROME FAUCET WITH SPOUT ON 8" CENTERS,ONE GRID
DRAIN, ONE P-TRAP, AND TWO SUPPLY LINES;MCGUIRE H-2165 SUPPLIES W/STOPS.
GRILLE, REGISTER, & DIFFUSER SCHEDULE
ALL TYP.
CLG DIFF.
TITUS
ALL TYP.
RET. REG.
ALL TYP.
A
DESCRIPTION
P-13 ICE MAKER CONNECTION/COFFEE MAKER CONNECTION
GUY GREY BOX WITH 1/2" CW VALVE.
P-16 TRENCH DRAIN
J.R. SMITH #9665 6" WIDE MODULAR SHALLOW STAINLESS STEEL TRENCH DRAIN SYSTEM WITH BOTTOM OUTLET;6" WIDE x LENGTH SHOWN ON THE ARCH. DRAWINGS;
PROVIDE J.R. SMITH #9870-447-SSADA STAINLESS STEEL GRATE; PROVIDE A P-TRAP.
MANUFACTURER
NO DATE
P-12 SINK (THREE COMPARTMENT, S.S.)
ELKAY #RNSF8354LR-2 THREE COMPARTMENT SINK, STAINLESS STEEL, ELKAY #LK940DS20L2H FAUCET WITH 1.5 GPM INSERT, ELKAY #LK24RT DRAINS(THREE), MCGUIRE
H-2165 SUPPLIES W/STOPS AND MCGUIRE 8912 P-TRAP. SINK TO HAVE THE ONE FAUCET TWO HOLE PUNCH, IN LIEU OF THE TWO FAUCET FOUR HOLE PUNCH.
SAFETIES-THE UNIT WILL BE STOPPED AND ALL
CONTROLS WILL GO TO THEIR NORMAL POSITIONS
SHOULD THE SMOKE DETECTOR TRIP.
DESCRIP.
SUBMITTALS / REVISIONS
P-11 WALL HYDRANT
WOODFORD #B74 WALL HYDRANT WITH BOX AND DOOR, PROVIDE VACUUM BREAKER WITH WALL HYDRANT.
NIGHT SETBACK-THE SUPPLY FAN WILL BE NORMALLY
OFF WHILE UNOCCUPIED, BUT WILL BE STARTED TO
PROVIDE HEATING OR COOLING SHOULD THE SPACE
TEMPERATURES FALL BELOW OR RISE ABOVE THEIR
RESPECTIVE NIGHT SETBACK HEATING AND COOLING
SETPOINTS. IN NIGHT SETBACK MODE THE OUTSIDE AIR
DAMPER WILL REMAIN CLOSED.
DESIGNAT.
S
02-25-2021
2. PROVIDE MIN. 18" HIGH AIR CHAMBER.
4. EQUALS BY ZURN, JR SMITH, WADE, OASIS.
E
C
M
No ME R 91
. 103 5
1. EQUALS BY ELJER, KOHLER, CRANE, OF APPROVED EQUAL QUALITY.
NOTES *
H
AGRICULTURE
3. PROVIDE INSULATE WASTE & WATER WITH TRUEBRO HANDI LAV-GUARD SYSTEM FOR ALL ACCESSIBLE LAVATORIES.
VENT THRU ROOF
CHECK VALVE
C.W. (IN.)
EQUIP NO.
VENT PIPING
PLUMBING FIXTURE IDENTIFICATION
DESCRIPTION
LOW AMB. CONT.
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
GENERAL PLUMBING LEGEND
P-#
H
A
ST
F
FIXTURE CONNECTION SCHEDULE
750 NEW HIGHWAY 96 WEST, FRANKLIN, TENNESSEE 37064
H
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
EE
THERMOSTAT
SERVING
ER
T
PRESS. DROP
MS
AR
2. INTERLOCK FAN WITH THE LIGHTS.
GPM
CITY OF FRANKLIN
1. PROVIDE FSC CONTROL AT FAN TO OBTAIN CFM.
SIZE
PREPARED FOR:
EXHAUST DUCT
QTY.
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
RETURN DUCT
MODEL #
RE
G
SUPPLY DUCT
MANUFACTURER
FREEDOM BALL FIELDS
TERMINAL TAG
200 CFM
REDUCED PRESSURE BACKFLOW PREVENTER SCHEDULE
TIM
OT
1i
LY
FLEX DUCTWORK
MODEL
P-17 LAVATORY (WALL MTD., SEMI-CIRCULAR, HANDICAP ACCESSIBLE)
BRADLEY # CRS-2-IRP-TMA-CHAR-COAL WALL MOUNTED AT 34" AFF, TERREON SOLID SURFACE MATERIAL, SENSOR FAUCET; HANDICAP GRID DRAIN, SUPPLY PIPES, STOP
VALVES, AND P-TRAP. 120V/12V PLUG IN ADAPTER.
SHEET TITLE
HVAC AND
PLUMBING
LEGENDS AND
SCHEDULES
DAMPER
FINISH
TMS
NO
WHITE
TITUS
50F
NO
WHITE
DRAWN BY
EXH REG.
TITUS
50F
NO
WHITE
CHECKED BY
CLG. DIFF.
ACCUTHERM
THERMAFUSER
NO
WHITE
PROJECT NO.
18062-3
TMH
DATE
02/25/2021
SCALE
1/8" = 1'-0"
TMH
SHEET NO.
PM3.01
PANTRY
STORAGE
ELECTRICAL
A106
74 SF
A105
IT
A104
74 SF
BACK FLOW
PREVENTER
MECHANICAL
101 SF
B105
B103
81 SF
BACK FLOW
PREVENTER
FAMILY TOILET
A102
89 SF
A103
226 SF
261 SF
babe ruth/
high school
baseball
(300' fence,
90' baseline)
DATE
02/25/2021
SCALE
AS
SHOWN
FFE:
657.30'
FFE:
657.55'
PROJECT NO.
18062-1
DRAWN BY
TAL
CHECKED BY
AJP
SHEET NO.
COMMENTS
NO. DATE
SHEET TITLE
ELECTRICAL
SITE PLAN
SECTION 1
FRANKLIN
A101
541 SF
E1.00
PARSONSENGINEERING.COM
CITY OF FRANKLIN
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
FREEDOM BALL FIELDS
TENNESSEE
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
. LIMITS
APPROX ING
OF EXIST FIELD
IC
ATHLET
CONCESSION
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
OF
LIMITS
A/C UNITS
IRRIGATION
CONTROLS
HERE
ELECTRICAL CONTROL
PANELS HERE
B106
256 SF
B102
216 SF
WOMEN
MEN
B100
1201 SF
PAVILION
LY
OF
LIMITS
ITS
A/C UN
'
.): 665.41
FFE(AVG OM 665.39'
FR
'
VARIES
H 665.73
THROUG
A100
PAVILION
1111 SF
20' SEWER EASEMENT
B101
216 SF
.07'
Y
SECURIT
CAMERA
UTILITY CHASE
FFE: 674
.12'
FFE: 674
VARIES
FROM
673.31
H
THROUG
673.69'
UNLESS ISE
OTHERW
NOTED
REVISIONS
STORAGE
WATER
ENANCE
APPURT
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
CONSTRUCTION DOCUMENTS
TENNESSEE
FRANKLIN
CITY OF FRANKLIN
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
FREEDOM BALL FIELDS
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
S
X. LIMIT
APPRO
G
IN
T
IS
OF EX
D
IC FIEL
ATHLET
LY
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
REVISIONS
NO. DATE
COMMENTS
CONSTRUCTION DOCUMENTS
SHEET TITLE
ELECTRICAL
SITE PLAN
SECTION 1
PROJECT NO.
18062-1
DRAWN BY
TAL
CHECKED BY
AJP
SHEET NO.
PARSONSENGINEERING.COM
DATE
02/25/2021
SCALE
AS
SHOWN
E1.01
90' baseline)
FFE:
657.30'
TENNESSEE
FRANKLIN
(300' fence,
CITY OF FRANKLIN
baseball
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
high school
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
babe ruth/
FREEDOM BALL FIELDS
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
REVISIONS
NO. DATE
COMMENTS
CONSTRUCTION DOCUMENTS
SHEET TITLE
ELECTRICAL
SITE PLAN
SECTION 2
PROJECT NO.
18062-1
DRAWN BY
TAL
CHECKED BY
AJP
SHEET NO.
PARSONSENGINEERING.COM
DATE
02/25/2021
SCALE
AS
SHOWN
E1.02
ELECTRICAL
PANTRY
A106
A102
74 SF
89 SF
STORAGE
PAVILION
A100
1111 SF
MECHANICAL
A103
A105
226 SF
101 SF
BACK FLOW
PREVENTER
IT
CONCESSION
A104
A101
74 SF
541 SF
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
20' SEWER EASEMENT
216 SF
B102
WOMEN
81 SF
B103
FAMILY TOILET
BACK FLOW
PREVENTER
261 SF
256 SF
1201 SF
B106
B105
B100
UTILITY CHASE
STORAGE
PAVILION
IRRIGATION
CONTROLS
HERE
TENNESSEE
FRANKLIN
CITY OF FRANKLIN
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
FREEDOM BALL FIELDS
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
216 SF
B101
MEN
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
ELECTRICAL CONTROL
PANELS HERE
ITY
SECUR
A
R
E
M
A
C
REVISIONS
NO. DATE
COMMENTS
CONSTRUCTION DOCUMENTS
SHEET TITLE
ELECTRICAL
SITE PLAN
SECTION 3
PROJECT NO.
18062-1
DRAWN BY
TAL
CHECKED BY
AJP
SHEET NO.
PARSONSENGINEERING.COM
DATE
02/25/2021
SCALE
AS
SHOWN
E1.03
TENNESSEE
FRANKLIN
CITY OF FRANKLIN
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
FREEDOM BALL FIELDS
WATER NANCE
E
APPURT
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
REVISIONS
NO. DATE
COMMENTS
CONSTRUCTION DOCUMENTS
SHEET TITLE
ELECTRICAL
SITE PLAN
SECTION 4
4.07'
FFE: 67
4.12'
FFE: 67
PROJECT NO.
18062-1
DRAWN BY
TAL
CHECKED BY
AJP
SHEET NO.
PARSONSENGINEERING.COM
DATE
02/25/2021
SCALE
AS
SHOWN
E1.04
ITY
SECUR
A
CAMER
TENNESSEE
FRANKLIN
CITY OF FRANKLIN
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
B102
216 SF
WOMEN
B100
PAVILION
1201 SF
256 SF
UTILITY CHASE
B106
B105
261 SF
STORAGE
A106
74 SF
BACK FLOW
PREVENTER
ELECTRICAL
IT
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
MECHANICAL
IRRIGATION
CONTROLS
HERE
ELECTRICAL CONTROL
PANELS HERE
MEN
B101
FREEDOM BALL FIELDS
A105
B103
STORAGE
101 SF
81 SF
A103
FAMILY TOILET
226 SF
BACK FLOW
PREVENTER
PANTRY
A104
A102
74 SF
89 SF
A101
541 SF
CONCESSION
20' SEWER EASEMENT
216 SF
PAVILION
A100
1111 SF
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
babe ruth/
REVISIONS
high school
baseball
(300' fence,
90' baseline)
NO. DATE
COMMENTS
CONSTRUCTION DOCUMENTS
SHEET TITLE
ENLARGED
ELECTRICAL
SITE PLAN
FFE:
657.30'
FFE:
657.55'
PROJECT NO.
18062-1
DRAWN BY
TAL
CHECKED BY
AJP
SHEET NO.
PARSONSENGINEERING COM
DATE
02/25/2021
SCALE
AS
SHOWN
E1.10
ELECTRICAL
A106
74 SF
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
PANTRY
PAVILION
A102
A100
89 SF
1111 SF
MECHANICAL
A105
STORAGE
101 SF
A103
LY
226 SF
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
CONCESSION
A101
IT
A104
74 SF
ELECTRICAL
A101
A106
541 SF
74 SF
HB
PANTRY
PAVILION
A102
A100
89 SF
1108 SF
TENNESSEE
FRANKLIN
CONCESSION
CITY OF FRANKLIN
DS
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
ROOF LINE ABOVE
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
FREEDOM BALL FIELDS
541 SF
STORAGE
A103
REVISIONS
226 SF
NO. DATE
COMMENTS
MECHANICAL
A105
101 SF
IT
CONSTRUCTION DOCUMENTS
A104
SHEET TITLE
74 SF
BUILDING A
ELECTRICAL
PLAN
DS
PROJECT NO.
18062-1
DRAWN BY
TAL
CHECKED BY
AJP
SHEET NO.
PARSONSENGINEERING.COM
DATE
02/25/2021
SCALE
AS
SHOWN
E2.0
FAMILY TOILET
WOMEN
B103
B102
81 SF
216 SF
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
STORAGE
PAVILION
B104
B100
261 SF
LY
1187 SF
UTILITY CHASE
MEN
B105
B101
B103
216 SF
81 SF
STORAGE
B104
261 SF
PAVILION
B100
TENNESSEE
CITY OF FRANKLIN
1187 SF
UTILITY CHASE
REVISIONS
B105
NO. DATE
FRANKLIN
B102
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
FAMILY TOILET
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
WOMEN
FREEDOM BALL FIELDS
256 SF
216 SF
COMMENTS
256 SF
MEN
B101
CONSTRUCTION DOCUMENTS
216 SF
SHEET TITLE
BUILDING B
ELECTRICAL
PLAN
PROJECT NO.
18062-1
DRAWN BY
TAL
CHECKED BY
AJP
SHEET NO.
PARSONSENGINEERING.COM
DATE
02/25/2021
SCALE
AS
SHOWN
E2.1
TENNESSEE
FRANKLIN
CITY OF FRANKLIN
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
FREEDOM BALL FIELDS
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
REVISIONS
NO. DATE
COMMENTS
CONSTRUCTION DOCUMENTS
SHEET TITLE
ELECTRICAL
LEGEND
& NOTES
PROJECT NO.
18062-1
DRAWN BY
TAL
CHECKED BY
AJP
SHEET NO.
PARSONSENGINEERING.COM
DATE
02/25/2021
SCALE
AS
SHOWN
E3.0
TENNESSEE
FRANKLIN
CITY OF FRANKLIN
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
FREEDOM BALL FIELDS
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
REVISIONS
NO. DATE
COMMENTS
CONSTRUCTION DOCUMENTS
SHEET TITLE
ELECTRICAL
SCHEDULES
& RISER
PROJECT NO.
18062-1
DRAWN BY
TAL
CHECKED BY
AJP
SHEET NO.
PARSONSENGINEERING.COM
DATE
02/25/2021
SCALE
AS
SHOWN
E3.1
TENNESSEE
FRANKLIN
CITY OF FRANKLIN
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
FREEDOM BALL FIELDS
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
REVISIONS
NO. DATE
COMMENTS
CONSTRUCTION DOCUMENTS
SHEET TITLE
ELECTRICAL
DETAILS
PROJECT NO.
18062-1
DRAWN BY
TAL
CHECKED BY
AJP
SHEET NO.
PARSONSENGINEERING.COM
DATE
02/25/2021
SCALE
AS
SHOWN
E4.0
Spaces required to have lightreduction controls have a manual
control that allows the occupant to
reduce the connected lighting load in
a reasonably uniform illumination
pattern >= 50 percent.
Complies
Does Not
Occupancy sensors installed in
classrooms/lecture/training rooms,
conference/meeting/multipurpose
rooms, copy/print rooms,
lounges/breakrooms, enclosed offices,
open plan office areas, restrooms,
storage rooms, locker rooms,
warehouse storage areas, and other
spaces <= 300 sqft that are enclosed
by floor-to-ceiling height partitions.
Reference section language
C405.2.1.2 for control function in
warehouses and section C405.2.1.3
for open plan office spaces.
Complies
Does Not
C405.2.1.
2
[EL19]1
Occupancy sensors control function in
warehouses: In warehouses, the
lighting in aisleways and open areas is
controlled with occupant sensors that
automatically reduce lighting power
by 50% or more when the areas are
unoccupied. The occupant sensors
control lighting in each aisleway
independently and do not control
lighting beyond the aisleway being
controlled by the sensor.
Complies
Does Not
C405.2.1.
3
[EL20]1
Occupant sensor control function in
open plan office areas: Occupant
sensor controls in open office spaces
>= 300 sq.ft. have controls 1)
configured so that general lighting can
be controlled separately in control
zones with floor areas <= 600 sq.ft.
within the space, 2) automatically turn
off general lighting in all control zones
within 20 minutes after all occupants
have left the space, 3) are configured
so that general lighting power in each
control zone is reduced by >= 80% of
the full zone general lighting power
within 20 minutes of all occupants
leaving that control zone, and 4) are
configured such that any daylight
responsive control will activate space
general lighting or control zone
general lighting only when occupancy
for the same area is detected.
Complies
Does Not
C405.2.2,
C405.2.2.
1,
C405.2.2.
2
[EL21]2
Each area not served by occupancy
sensors (per C405.2.1) have timeswitch controls and functions detailed
in sections C405.2.2.1 and C405.2.2.2.
Complies
Does Not
Requirements: 100.0% were addressed directly in the COMcheck software
Project Information
Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
2018 IECC
FSSD Freedom Ball Fields
New Construction
Energy Code:
Project Title:
Project Type:
Construction Site:
750 New Highway
96 West
Franklin, TN 37064
Owner/Agent:
Section
#
& Req.ID
C103.2
[PR4]1
Designer/Contractor:
Additional Efficiency Package(s)
Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations.
Allowed Interior Lighting Power
A
Area Category
B
Floor Area
(ft2)
C
Allowed
Watts / ft2
D
Allowed Watts
(B X C)
1-Building A (School/University)
1397
0.73
1018
2-Building B (School/University)
1303
0.73
950
3-Building C (Sports Arena)
5303
0.78
4152
4-Building D (Sports Arena)
3973
0.78
3111
121
0.73
88
5-Building E (School/University)
Total Allowed Watts =
C406
[PR9]1
Plan Review
Complies?
Plans, specifications, and/or
calculations provide all information
with which compliance can be
determined for the interior lighting
and electrical systems and equipment
and document where exceptions to
the standard are claimed. Information
provided should include interior
lighting power calculations, wattage of
bulbs and ballasts, transformers and
control devices.
Complies
Does Not
Plans, specifications, and/or
calculations provide all information
with which compliance can be
determined for the additional energy
efficiency package options.
Complies
Does Not
C405.2.1,
C405.2.1.
1
[EL18]1
Comments/Assumptions
Requirement will be met.
Not Observable
Not Applicable
Requirement will be met.
Not Observable
Not Applicable
Additional Comments/Assumptions:
9320
Proposed Interior Lighting Power
A
Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast
B
Lamps/
Fixture
C
# of
Fixtures
D
Fixture
Watt.
E
(C X D)
1
1
7
11
37
25
259
275
1
1
9
10
37
25
333
250
1
18
97
1746
1
12
97
1164
2
37
74
4101
2-Building B (School/University)
LED 3: A: 2x4: LED Panel 36W:
LED 4: B: 4 Foot Strip: LED Linear 11W:
LED 5: D: 1 Foot Square: Other:
4-Building D (Sports Arena)
LED 6: D: 1 Foot Square: Other:
5-Building E (School/University)
LED 7: A: 2x4: LED Panel 36W:
1
Total Proposed Watts =
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
3-Building C (Sports Arena)
1 High Impact (Tier 1)
Project Title:
FSSD Freedom Ball Fields
Data filename:
Z:\2019\19251\19251 EC.cck
Section
#
& Req.ID
C405.2.3,
C405.2.3.
1,
C405.2.3.
2
[EL23]2
C405.2.4
[EL26]1
C405.2.4
[EL27]1
C405.3
[EL6]1
Rough-In Electrical Inspection
Report date: 03/16/20
Page
1 of 7
Complies?
Daylight zones provided with
individual controls that control the
lights independent of general area
lighting. See code section C405.2.3
Daylight-responsive controls for
applicable spaces, C405.2.3.1 Daylight
responsive control function and
section C405.2.3.2 Sidelit zone.
Complies
Does Not
Separate lighting control devices for
specific uses installed per approved
lighting plans.
Complies
Does Not
Additional interior lighting power
allowed for special functions per the
approved lighting plans and is
automatically controlled and
separated from general lighting.
Complies
Does Not
Exit signs do not exceed 5 watts per
face.
Complies
Does Not
Comments/Assumptions
Exception: Requirement does not apply.
Not Observable
Not Applicable
Complies
Does Not
Building operations and maintenance
documents will be provided to the
owner. Documents will cover
manufacturers' information,
specifications, programming
procedures and means of illustrating
to owner how building, equipment and
systems are intended to be installed,
maintained, and operated.
Complies
Does Not
C408.2.5.
1
[FI16]3
Furnished as-built drawings for
electric power systems within 90 days
of system acceptance.
Complies
Does Not
C408.3
[FI33]1
Lighting systems have been tested to
ensure proper calibration, adjustment,
programming, and operation.
Complies
Does Not
Not Observable
Not Applicable
Low-voltage dry-type distribution
electric transformers meet the
minimum efficiency requirements of
Table C405.6.
Complies
Does Not
Electric motors meet the minimum
efficiency requirements of Tables
C405.7(1) through C405.7(4).
Efficiency verified through certification
under an approved certification
program or the equipment efficiency
ratings shall be provided by motor
manufacturer (where certification
programs do not exist).
Complies
Does Not
C405.8.2,
C405.8.2.
1
[EL28]2
Escalators and moving walks comply
with ASME A17.1/CSA B44 and have
automatic controls configured to
reduce speed to the minimum
permitted speed in accordance with
ASME A17.1/CSA B44 or applicable
local code when not conveying
passengers.
Complies
Does Not
C405.9
[EL29]2
Total voltage drop across the
combination of feeders and branch
circuits <= 5%.
Complies
Does Not
C405.7
[EL27]2
Interior installed lamp and fixture
lighting power is consistent with what
is shown on the approved lighting
plans, demonstrating proposed watts
are less than or equal to allowed
watts.
C408.1.1
[FI57]1
Requirement will be met.
Exception: Requirement does not apply.
Requirement will be met.
Not Observable
Not Applicable
Requirement will be met.
Not Observable
Not Applicable
Complies?
Complies
Does Not
Requirement will be met.
Not Observable
Not Applicable
Final Inspection
Furnished O&M instructions for
systems and equipment to the
building owner or designated
representative.
C405.4.1
[FI18]1
Not Observable
Not Applicable
C405.6
[EL26]2
Section
#
& Req.ID
C303.3,
C408.2.5.
2
[FI17]3
Additional Comments/Assumptions:
Project Title:
FSSD Freedom Ball Fields
Data filename:
Z:\2019\19251\19251 EC.cck
2 Medium Impact (Tier 2)
3 Low Impact (Tier 3)
1 High Impact (Tier 1)
Report date: 03/16/20
Page
3 of 7
Project Title:
FSSD Freedom Ball Fields
Data filename:
Z:\2019\19251\19251 EC.cck
Requirement will be met.
Not Observable
Not Applicable
Requirement will be met.
Not Observable
Not Applicable
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
Exception: Requirement does not apply.
Not Observable
Not Applicable
Exception: Requirement does not apply.
Not Observable
Not Applicable
Requirement will be met.
Not Observable
Not Applicable
2 Medium Impact (Tier 2)
3 Low Impact (Tier 3)
Report date: 03/16/20
Page
4 of 7
FREEDOM BALL FIELDS
LED 1: A: 2x4: LED Panel 36W:
LED 2: B: 4 Foot Strip: LED Linear 22W:
LY
1-Building A (School/University)
Comments/Assumptions
Comments/Assumptions
Requirement will be met.
Not Observable
Not Applicable
See the Interior Lighting fixture schedule for values.
Not Observable
Not Applicable
Requirement will be met.
Not Observable
Not Applicable
Requirement will be met.
Not Observable
Not Applicable
Requirement will be met.
TENNESSEE
Energy Code: 2018 IECC
Complies?
Not Observable
Not Applicable
REVISIONS
NO. DATE
COMMENTS
Exception: Requirement does not apply.
Not Observable
Not Applicable
Requirement will be met.
Not Observable
Not Applicable
CONSTRUCTION DOCUMENTS
Additional Comments/Assumptions:
SHEET TITLE
ELECTRICAL
COMCHECK
1 High Impact (Tier 1)
Project Title:
FSSD Freedom Ball Fields
Data filename:
Z:\2019\19251\19251 EC.cck
FRANKLIN
Inspection Checklist
Rough-In Electrical Inspection
CITY OF FRANKLIN
Interior Lighting Compliance Certificate
Section
#
& Req.ID
C405.2.2.
2
[EL22]1
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
COMcheck Software Version 4.1.1.0
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
COMcheck Software Version 4.1.1.0
2 Medium Impact (Tier 2)
3 Low Impact (Tier 3)
1 High Impact (Tier 1)
Report date: 03/16/20
Page
5 of 7
Project Title:
FSSD Freedom Ball Fields
Data filename:
Z:\2019\19251\19251 EC.cck
2 Medium Impact (Tier 2)
PROJECT NO.
18062-1
DRAWN BY
TAL
CHECKED BY
AJP
SHEET NO.
3 Low Impact (Tier 3)
Report date: 03/16/20
Page
6 of 7
Project Title:
FSSD Freedom Ball Fields
Data filename:
Z:\2019\19251\19251 EC.cck
Report date: 03/16/20
Page
7 of 7
PARSONSENGINEERING.COM
DATE
02/25/2021
SCALE
AS
SHOWN
E5.0
ITY
SECUR
A
CAMER
TENNESSEE
FRANKLIN
CITY OF FRANKLIN
750 NEW HIGHWAY 96 WEST, FRANKLIN, TN 37064
B102
216 SF
WOMEN
B100
PAVILION
1201 SF
256 SF
UTILITY CHASE
B106
B105
261 SF
STORAGE
A106
74 SF
BACK FLOW
PREVENTER
ELECTRICAL
IT
C.O.F. AND F.S.S.D. BALL FIELD CONSTRUCTION
MECHANICAL
IRRIGATION
CONTROLS
HERE
ELECTRICAL CONTROL
PANELS HERE
MEN
B101
FREEDOM BALL FIELDS
A105
B103
STORAGE
101 SF
81 SF
A103
FAMILY TOILET
226 SF
BACK FLOW
PREVENTER
PANTRY
A104
A102
74 SF
89 SF
A101
541 SF
CONCESSION
20' SEWER EASEMENT
216 SF
PAVILION
A100
1111 SF
VO
FO ID
R F
O
IN R
FO B
R ID
M D
AT IN
G
IO
N
O
N
LY
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
babe ruth/
REVISIONS
high school
baseball
(300' fence,
90' baseline)
NO. DATE
COMMENTS
CONSTRUCTION DOCUMENTS
SHEET TITLE
[ALTERNATE]
ENLARGED
ELECTRICAL
SITE PLAN
FFE:
657.30'
FFE:
657.55'
PROJECT NO.
18062-1
DRAWN BY
TAL
CHECKED BY
AJP
SHEET NO.
PARSONSENGINEERING COM
DATE
02/25/2021
SCALE
AS
SHOWN
AE1.10