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McKee and Associates
Architecture and Interior Design Addendum No. ONE Date: 04.30.18
631 South Hull Street – Montgomery, Alabama 36104 334-834-9933
Project: ADDITION & IMPROVEMENTS AT THARPTOWN ELEMENTARY SCHOOL
FOR THE FRANKLIN COUNTY BOARD OF EDUCATION RUSSELLVILLE, ALABAMA
PROJECT NO. 17-153 BC # 2017205 A1.1 GENERAL
A. The following changes and/or substitutions to the plans and specifications are hereby made a part of same and are incorporated in full force as part of the contract.
B. Bidders shall acknowledge receipt of this Addendum in writing on his
Proposal Form. A1.2 SPECIFICATIONS –
A. Added spec. section 13670 Extruded Aluminum Walkway Cover (Flat Canopy) B. Added Spec section 02831 Vinyl fence no wire
A1.3 DRAWINGS
A. See the attached revised Drawings herein; Sheet G1.0 (dated 04.23.18) Sheet AS1.0 (dated 04.23.18) Sheet A1.0 (dated 04.23.18) Sheet A2.1 (dated 04.23.18) Sheet A3.1 (dated 04.23.18) Sheet A4.1 (dated 04.23.18) Sheet A8.1 (dated 04.23.18) Sheet A9.1 (dated 04.23.18) Sheet M2 (dated 04.26.18) Sheet E0.1 (dated 04.25.18) Sheet E1.2 (dated 04.25.18)
END OF ADDENDUM ONE
17-153 VINYL COATED CHAIN LINK FENCES AND GATES 02831 - 1
SECTION 02831 - VINYL COATED CHAIN LINK FENCES AND GATES PART 1 – GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. DESCRIPTION OF WORK: 1. Extent of chain link fences and gates is indicated on drawings. SECTION INCLUDES
1. Fence framework, fabric, and accessories. 2. Excavation for post bases; concrete foundation for posts gate assemblies. 3. Manual swing gates and related hardware.
REFERENCES 1. ANSI/ASTM A123 - Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products. 2. ASTM A116 - Zinc-Coated (Galvanized) Steel Woven Wire Fence Fabric. 3. ASTM A153 - Zinc Coating (Hot-Dip) on Iron and Steel Hardware. 4. ASTM A569 - Steel, Carbon (0.15 Maximum Percent), Hot-Rolled Sheet
and Strip Commercial Quality. 5. ASTM C94 - Ready-mixed Concrete. SYTEM DESCRIPTION
Fence Height: 6”-0” in height nominal, see drawings for location of all fencing and gates. Intervals not exceeding 10 feet on center in straight runs and 8 feet on center curves. SUBMITTALS Product Data: Provide data on fabric, posts, accessories, fittings and hardware. Qualifications: Manufacturer: Company specializing in manufacturing the products specified in this Section to have minimum three years documented experience.
17-153 VINYL COATED CHAIN LINK FENCES AND GATES 02831 - 2
FIELD MEASUREMENTS Verify that field measurements are as shown on Drawings prior to installation. PART 2 – PRODUCTS Manufacturer: The following manufacturers’ products have been used to establish minimum standards for materials, workmanship and function: American Fence Corp. Anchor Fence, Inc. United States Steel. Equal products of other manufacturers may be used in the work provided, such products have been approved, by the Architect, not less than five (5) days prior to scheduled bid opening. Fence Framework:
1. Allied Tube; Product SS 40. 2. Century Tube; Product CMT 40.
Chain Link Fabric:
1. Merchants Metals. 2. Cargill.
Padlocks: 1. Yale. 2. Master. 3. Sargent. Materials and Components Framing Materials: Round SS 40, steel pipe, vinyl coated per ASTM F1234 outside. Post to have tops to exclude moisture. Fabric: 9 gage fused bonded fabric shall have PVC coating of 7 to 12 mils per ASTM
F668 Class 2B. Color shall be “Black”. Swing Gates: Size as shown on Drawings covered with chain link fabric. Gates shall be complete with industrial type, fixed pin, 180 degree hinges and drop latches with padlock left in proper operating condition.
17-153 VINYL COATED CHAIN LINK FENCES AND GATES 02831 - 3
Padlocks: Industrial grade and shall be keyed alike, and as Owner's existing locks, when more than one is required. Components:
1. Line Posts: 2.0 inch outside diameter. 2. Corner and Terminal Posts: 3.0 inch outside diameter. 3. Swing Gate Posts: 3.0 inch minimum outside diameter for less than 6 foot
gate leaf. 4.0 inch minimum outside diameter for 6 foot gate leaf or greater or outside diameter as required by design. Posts shall be of sufficient diameter and weight to prevent deflection or gate sagging.
4. Top, Mid and Bottom Rail: 1-5/8 inch diameter, plain end, sleeve coupled with 0.111 inch wall thickness.
5. Swing Gate Frame: 1-5/8 inch minimum diameter welded or fitting type fabrication. Welded fabrication shall be vinyl coated after weld connec-tions are made. The frame components shall be of sufficient diameter, weight and design to avoid sagging and allow easy operation.
6. Fabric: 2 inch vinyl coated diamond mesh interwoven wire, 9 gage thick, top selvage twisted tight, bottom selvage knuckle end closed.
7. Tension Wire: 7 gage thick steel, single strand, vinyl coated. 8. Tie Wire: Aluminum alloy steel wire, vinyl coated.
Accessories:
1. Caps: Cast steel vinyl coated; sized to post diameter, set screw retainer. 2. Fittings: Sleeves, bands, clips, rail ends, tension bars, fasteners and
fittings; steel, vinyl coated. 3. Swing Gate Hardware: Fork latch with gravity drop, center gate stop and
drop rod; three 180 degree gate hinges per leaf and hardware for padlock. Finishes:
1. Components and Fabric: Vinyl coated to ASTM F123, 10-14 mil coating.
Color shall be “Black”. 2. Hardware: vinyl coated. 3. Accessories: Same finish as fabric.
PART 3 – EXECUTION INSTALLATION Install framework, fabric, accessories and gates in accordance with ANSI/ASTM F567 and manufacturer's instructions.
17-153 VINYL COATED CHAIN LINK FENCES AND GATES 02831 - 4
Set all posts plumb, in concrete footings with top of footing 1 inch above finish grade. Slope top of concrete for water runoff. Line Post Footing Depth Below Finish Grade: Minimum three feet (18 inches in solid rock) and not less than 12 inches in diameter. Corner, Gate and Terminal Post Footing Depth Below Finish Grade: Minimum three feet (18 inches in solid rock) and not less than 12 inches in diameter. Brace each gate and corner post to adjacent line post with horizontal center brace rail and diagonal truss rods. Install brace rail, one bay from end and gate posts. Provide top rail through line post tops and splice with 6 inch long rail sleeves. Stretch fabric between terminal posts or at intervals of 100 feet maximum, whichever is less. Position bottom of fabric 2 inches above finished grade. Fasten fabric to top and bottom rails, line posts, braces, and bottom tension wire with tie wire at maximum 15 inches on centers. Attach fabric to end, corner, and gate posts with tension bars and tension bar clips. Install bottom tension wire stretched taut between terminal posts. Do not swing gate from building wall; provide gate posts. Install gates with fabric to match fence. Install three hinges per leaf, latch, catches, drop bolt, foot bolts and sockets, torsion spring, retainer and locking clamp. Provide concrete center drop to footing depth and drop rod retainers at center of double gate openings. Clean all excess grout, concrete, grease, paint, etc., from fence. Erection Tolerances:
1. Maximum Variation From Plumb: 1/4 inch. 2. Maximum Offset From True Position: 1 inch. 3. Components shall not infringe adjacent property lines.
Schedule: Fence and gate location and size as indicated on Drawings. END OF SECTION 02831
17-153 EXTRUDED ALUMINUM WALKWAY COVER (FLAT CANOPY) 13670 - 1
SECTION 13670 - EXTRUDED ALUMINUM WALKWAY COVER (FLAT CANOPY) PART 1 - GENERAL: RELATED DOCUMENTS: Drawings and general provisions of Contract including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Scope of Work: The work covered by this section shall include furnishings and installing Aluminum Canopy, decking, fascia. The canopy shall consist of structural aluminum panels bound by a framework of fascia which also acts as a water collecting gutter. All components shall be as required to support design loads in accordance with engineering prints and calculations provided by the manufacturer, sizes shown on the drawings are for diagrammatical purposes only. RELATED DOCUMENTS: The bidding requirements, general conditions, supplementary conditions, drawings and requirements of division one specification shall apply to work specified in this section. DESCRIPTION OF WORK: The extent of aluminum walkway cover is shown on the drawings and as specified herein. Definition: Type 1, Extruded Aluminum Walkway Cover shall consist entirely of extruded aluminum sections (roll-formed not acceptable). System shall consist of decking, fascia, accessory items and hardware to provide a complete system. Water shall drain from deck into the beams and out at grade level of columns through weepholes. SUBMITTALS Shop Drawings: Submit detailed drawings, layout of walkway cover system, all mechanical joint locations with complete details, connections, jointing and accessories. Product Data: Submit manufacturer's product data, specifications, component performance data and installation instructions.
17-153 EXTRUDED ALUMINUM WALKWAY COVER (FLAT CANOPY) 13670 - 2
QUALITY ASSURANCE Codes and Standards: Comply with provisions of the following except as otherwise indicated.
1. International Building Code, latest addition with amendments, if any. AWS (American Welding Society) standards for structural aluminum welding.
Manufacturer: Obtain aluminum covered walkway system from only one (1) manufacturer, although several may be indicated as offering products complying with requirements. Installer Qualification: Firm with not less than three (3) years experience in installation of aluminum walkway covers of type, quantity and installation methods similar to work of this section. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication where possible, to insure proper fitting of work. However, allow for adjustments within specified tolerations wherever taking of field measurements before fabrication might delay work. Shop Assembly: Pre-assemble units in shop to greatest extent possible and disassemble as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. Coordination: Coordinate work of this section with work of other sections which interface with covered walkway system (sidewalks, curbs, building fascias, etc.). PERFORMANCE REQUIREMENTS: System Performance: Provide aluminum covered walkway system that has been designed, produced, fabricated and installed to withstand normal temperature changes as well as live loading, dead loading and wind loading in compliance with Standard Building Code requirements for geographic area in which work is located and as follows:
1. The system shall be designed by a registered Engineer in the State of Alabama, certifying the system meets all wind, foundation and all other applicable loads and requirements set forth by local or state building requirements. Live Load: 30 p.s.f. minimum
Structural design for wind forces: Comply with ANSI A58.1-1982
Design Wind Velocity: 120 m.p.h. Importance Factor: 1.1. Stability Criteria: International Building Code 2009
17-153 EXTRUDED ALUMINUM WALKWAY COVER (FLAT CANOPY) 13670 - 3
Sizes shown on drawings are to be considered minimum. Roof structure shall be capable of sustaining severe icing, hail, hurricane force winds and supporting a concentrated load such as being walked upon. PART 2 – PRODUCT MANUFACTURERS: The following manufacturers products have been used to establish minimum requirements for materials, workmanship, and function:
Tennessee Valley Metals Extruded Aluminum Walkway Cover System is specified as the standard of quality.
Approved Equals: Tennessee Valley Metals, Inc. 2720 Southeastern Circle Birmingham, AL. 35215 Dittmer Architectural Aluminum 1006 Shepherd Road Winter Springs, Florida 32708 Royal Aluminum US Highway 441 Leesburg, Florida 34789-5008 Superior Aluminum Products 116 Clayton Court Birmingham, Alabama 36209-6307
MATERIALS All aluminum extrusions shall be alloy 6063 heat treated to a T-6 temper. Standard finish for all components shall be satin anodize 204-R1 meeting Aluminum Association Specification AA-M-10C-22A-21. Color to be selected from manufactures standards. Fasteners: Deck Screws (rivets not permitted): Type 18-8 non-magnetic stainless steel sealed with a neoprene "O" ring beneath 5/8" outside dimension, conical washer. Fascia Rivets: Size 3/16" by 1/2" grip range aluminum rivets with aluminum mandrel.
17-153 EXTRUDED ALUMINUM WALKWAY COVER (FLAT CANOPY) 13670 - 4
Bolts: All bolts, nuts and washers to be 18-8 non-magnetic stainless steel. Tek Screws: Not permitted Warranty: Manufacturer shall warrant the entire system against defects in labor and materials for a period of one (1) year commencing on the date of substantial completion as established in Division One of these specifications. Intention of this warranty is the manufacturer will come onto the jobsite and do all necessary to effect corrections of any deficiencies. Prima Facie Evidence of defects in labor and material may include but is not limited to, one or more of the following:
1. Moisture leaks 2. Metal failure including excessive deflection 3. Fastener failure 4. Finish failure
FABRICATION Comply with indicated profiles, dimensioned requirements and structural requirements. Use sections true to details with clean, straight, sharply defined profiles and smooth surfaces of uniform color and texture, free from defects impairing strength and durability. All welding do be done by heli-arc process. Bents shall consist of shop welded one piece units. When size of bents do not permit shipment as a welded unit, concealed mechanical joints may be used. Mechanical joints shall consist of stainless steel bolts with a minimum of two (2) bolts per fastening. Bolts and nuts shall be installed in a concealed manner utilizing 1/2" thick by 1 1/2" aluminum bolt bars welded to structural members. All such mechanical joints must be detailed on shop drawings showing all locations. Roof Deck: Flush deck extruded aluminum shapes, interlocking self-flashing sections. Shop fabricate to lengths and panels widths required for field assembly. Depth of sections to comply with structural requirements. Provide shop induced camber in deck units with spans greater than 16'- 0" to offset dead load deflections. Welded dams are to be used at non-draining ends of deck.
17-153 EXTRUDED ALUMINUM WALKWAY COVER (FLAT CANOPY) 13670 - 5
Expansion joints, design structure for thermal expansion and contraction. Provide expansion joints as required. Exposed rivets used to fasten bottom of fascia to deck to have finish to match fascia. Apply a shop applied dip-coat of clear acrylic enamel to each column end terminating in concrete to insulate from electrolytic reaction. Column ends shall be pierced to "key" grout to bent for maximum uplift protection. Posts shall be a minimum of 4” x 6”. PART 3 – EXECUTION DELIVERY, STORAGE AND HANDLING: Deliver, store and handle covered walkway system components as recommended by manufacturer. Handle and store in a manner to avoid deforming members and to avoid excessive stresses. EXAMINATION Examine adjacent work for conditions that would prevent quality installation of system. Do not proceed until defects are corrected. FIELD DIMENSIONS General contractor shall field confirm all existing locations, dimensions and elevations shown on shop drawings prior to fabrication. INSTALLATION Install roof deck sections, accessories and related flashing in accordance with manufacturer's instructions. Provide roof slope for rain drainage without ponding water. Align and anchor roof deck units to structural support frames. Assemble all components in a neat, workmanlike manner. FLASHING Flashings: Flashings required between covered walkway system and adjoining structures are not work of this section. Refer to "Flashing and Sheet Metals", Section 07600.
17-153 EXTRUDED ALUMINUM WALKWAY COVER (FLAT CANOPY) 13670 - 6
CLEANING AND PROTECTION Damaged Units: Replace roof deck panels and other components of the work which have been damaged or have deteriorated beyond successful minor repair. Cleaning: Remove protective coverings at time in project construction sequence which will afford greatest protection of work. Clean finished surfaces as recommended by manufacturer. Maintain in a clean condition during construction. END OF SECTION 13670
17-153
02.19.18
SHEET TITLE :
MCKEE JOB # :
DRAWN BY :
DATE:
SHEET NO. :
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SHELTER PLAN
SCALE: 1/8" = 1'-0"
SHELTER PLAN
G1.0
SHELTER OCCUPANT LOAD
0.65730
SHELTER SPACE
CLASSROOMS (4)
TOTAL USABLE AREA3,034
1,900
SQ. FT.
USABLE
REDUCTION
FACTOR
TOTAL
USABLE
SQ. FT.
USEABLE TORNADO SHELTER
AREA CALCULATIONS
USABLE
SQ. FT.
EACH
475
TORNADO SHELTER USEABLE AREA
TORNADO SHELTER OCCUPANT CAPACITY
TORNADO SHELTER OCCUPANT LOAD BETWEEN 600 and 800
OCCUPANTS WILL REQUIRE MAXIMUM 4 WHEEL CHAIR SPACES
SPACE FOR WHEEL CHAIR OCCUPANTS 4 x 10 SQ. FT. = 40 SQ.
FT.
REMAINING AREA FOR NON WHEEL CHAIR OCCUPANTS
3,090 - 40 = 3,050
MAX. Number of STANDING OR SITTING OCCUPANTS 2994 / 5 =
599 OCCUPANTS.
TOTAL OCCUPANTS IN TORNADO SHELTER = 603 OCCUPANTS
315
CLASSROOMS (2)
410205
1.0724 724724
3,034 SQ FT = 603 OCCUPANTS
TOILETS (TABLE 702.2) ICC 500 2014
(2 TOILETS MINIMUM)
(1 PER 500 OCC.) 2 REQUIRED 10 PROVIDED
LAVATORIES (TABLE 702.2) ICC 500 2014
(1 PER 1,000 OCC.) 1 REQUIRED 10 PROVIDED
PLUMBING CALCULATIONS
TORNADO SHELTER
SYMBOL DESCRIPTION
TORNADO SHELTER LEGEND
TWO HOUR FIRE BARRIER WITH 90 MINUTE OPENING
PROTECTIVE'S
SRS
TORNADO SHELTER ROOM SIGNAGE
IN ACCORDANCE WITH ICC 500 - SECTION 504.1.1
& ALABAMA BUILDING COMMISSION BULLETIN JULY 29,
2010, SUBJECT: ADDITIONAL GUIDANCE ON ICC 500
REQUIREMENTS, ATTACHMENT D SHELTER LOCATION
SIGNAGE
SRD
TORNADO SHELTER ROOM DIRECTIONAL SIGNAGE
(SIGNAGE TO BE POSTED AT EVERY EXIT IN EXISTING
BUILDINGS AND CORRIDOR INTERSECTIONS)
(CONTRACTOR TO VERIFY EXACT QUANTITY)
SRB
TORNADO SHELTER ROOM DESIGN INFORMATION
SIGNAGE IN ACCORDANCE WITH ICC 500 - SECTION 108.1
& ALABAMA BUILDING COMMISSION BULLETIN DATED
JULY 29, 2010, SUBJECT: ADDITIONAL GUIDANCE ON ICC
500 REQUIREMENTS ITEM #6 SHELTER SIGNAGE.
AND ATTACHMENT C DESIGN INFORMATION SHELTER
SIGNAGE.
POST OCCUPANT LOAD FOR EACH OCCUPIED SPACE
WITHIN SHELTER, POST TOTAL OCCUPANT LOAD OF
SHELTER AT "MAIN" DOORS OF SHELTER
FA/#
FIRST AID KIT / NUMBER OF KITS (SEE SPECIFICATIONS)
SRI
TORNADO SHELTER ROOM IDENTIFYING SIGNAGE
SIGN INDICATION IN ACCORDANCE WITH ICC 500 -
SECTION 504.1.2
EXTENTS OF USABLE SHELTER AREA
OVERALL SHELTER CONSTRUCTION LIMITS
TORNADO SHELTER DESIGN INFORMATION
WIND AND DESIGN LOAD
DESIGN WIND SPEED
WIND IMPORTANCE FACTOR, 1
WIND EXPOSURE CATAGORY
INTERNAL PRESSURE COEFFICIENT, CG
TOPOGRAPHIC FACTOR, K
WIND DIRECTIONALITY FACTOR, K
MISSILE IMPACT CRITERIA
ROOF LIVE LOAD
VENTING AREA (SQ. IN.)
250 MPH
1.0
C
+-0.55
1.0
1.0
100 MPH VERTICALLY
67 MPH HORIZONTALLY
100 PSF
CITING EXCEPTION 304.8
2014 ICC 500
WALL / OPENINGS / DOOR AND WINDOW ASSEMBLIES
DOOR / ALCOVES /BAFFLED ENTRY
WALLS AND ROOF SYSTEMS
GLAZING SYSTEMS
OPENING PROTECTIVES - LOUVERS OR
VENTS
FLOOD HAZARDS
SPECIAL FLOOD HAZRD AREA
WITHIN 0.2% OF SFPA
SHELTER AREA FLOOR ELEVATION
TESTING IN COMPLIANCE
WITH ICC-500
TESTING IN COMPLIANCE
WITH ICC-500 OR APPENDIX E
FEMA 361
N/A (INTERIOR STORM
SHUTTERS COMPLING WITH
ICC-500
TESTING IN COMLIANCE WITH
ICC-500
NO
NO
-----
REQUIRED TORNADO SHELTER OCCUPANT LOAD
REQUIRED TORNADO OCCUPANT LOAD PER B.C. GUIDELINES
TOTAL REQUIRED SHELTER OCCUPANT LOAD IS 982 PEOPLE -
SEE SHEET G0.2 OVERALL CAMPUS OCCUPANCY PLAN
CORRIDOR (1)
0.65
WAITING
B122
CORRIDOR
B119
BREAK ROOM
B114
CLASSROOM
B115
CLASSROOM
B117
CLASSROOM
B118
COMPUTER
CLASSROOM
B116
HALL
B120
RECEPTION
B123
MECH
B124
DATA
B101
CONFERENCE
B127
NURSE
B134
CLASSROOM
B138
PRINCIPAL
B133
ASST. PRINCIPAL
B132
BOOK KEEPER
B129
TOILET
B135
TOILET
B136
TOILET
B137
CORRIDOR
B113
HALL
B128
NOTICE
DURING STORM EVENT, RELEASE
MECHANICAL HOOK LOCATED AT REAR SIDE
OF DOOR(S) AND FULLY ENGAGE & LOCK
DOWN STORM DOOR(S) PRIOR TO
ENTERING THE STORM SHELTER.
Keep Posted Under Penalty Of
Law
SHELTER DOOR OPERATION SIGN #1
FIRE EXTINGUISHER LOCATION (SEE DETAIL A9.1)
FEC
FUTURE ADDITION
04.02.181
1
NOTICE
DURING STORM EVENT, ALL CLASSROOM
DOORS INSIDE STORM SHELTER MUST BE IN
OPENED POSITION TO CORRIDOR TO
PROVIDE CROSS VENTILATION
Keep Posted Under Penalty Of
Law
SHELTER DOOR OPERATION SIGN #2
DOOR SIGN #2 - SEE DETAIL THIS SHEET.DS2
04.23.182
2
2
CLASSROOM
B101
BOY'S
B102
GIRL'S
B105
ELEC
B103
JAN
B108a
CLASSROOM
B106
CORRIDOR
B108
VESTIBULE
B107
CLASSROOM
B109
CLASSROOM
B110
CLASSROOM
B111
LOBBY
B121
WORK ROOM
B126
RECORDS
B131
COUNSELLOR
B130
1 1/2
HOUR
1 1/2
HOUR
CLASSROOM
B112
FUTURE ADDITION
VESTIBULE
B113
FA/1
FA/2
SRS
SRD
POSTED SHELTER DOOR
OPERATION SIGN #1
LOCATION.
FA/3
FA/4
POSTED SHELTER DOOR
OPERATION SIGN #1
LOCATION.
SRS
SRD
SRI
SRI
SRB
FEC
FEC
SRB
SIGN NOTE: STORM SHUTTER DOOR
SHALL BE CLOSED IN THE EVENT OF A
STORM. FULLY ENGAGE ALL LOCKS.
(TYP. AT EACH SHUTTER = 10X)
MECH
B104
FA/1
FA/2
FA/3
FA/4
DS2
DS2
DS2
DS2
DS2
DS2DS2
DS2
DS2
DS2
DS2
DS2
2
2
2
2
2
2
EXIS
TIN
GC
AN
OPY
EXISTING
CANOPY
TORNADO SHELTER LOCATION
YOU ARE HERE TORNADO SHELTER LOCATION
11"
11"
9"
TORNADO SHELTER SIGN (SRI)
TORNADO STORM SHELTER
11"
9"
TORNADO SHELTER DIRECTIONAL SIGN (SRD)
TORNADO STORM SHELTER
TORNADO SHELTER SIGN (SRS)
11"
9"
TORNADO STORM SHELTER
11"
9"
TORNADO SHELTER SIGN (SRB)
EXISTINGBUILDINGFEE 648.2
EXISTINGBUILDING
EXIS
TIN
GC
AN
OPY
EXISTING
CANOPY
EXISTINGPLAYGROUND
PROPOSEDBUILDINGFFE=651.00
W
10 NEW SPACES
5 N
EW
S
PA
CE
S
E
X
I
S
T
.
W
A
L
K
T
O
R
E
M
A
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EX
IS
T. W
ALK
&
C
AN
OP
Y T
O R
EM
AIN
NEW PAVING
NEW PAVING
NEW CONC. WALK
NEW CONC. WALK
NE
W C
ON
C. W
AL
K
RA
MP
H/C
S
IG
N
H/C
S
IG
N
N
E
W
C
O
N
C
.
W
A
L
K
NE
W C
ON
C. W
AL
K
NE
W C
OV
ER
ED
W
AL
K
NEW CONC. WALK
NEW COVERED WALK
EX
IS
TIN
G C
OV
ER
ED
W
AL
K
NE
W C
OV
ER
ED
W
ALK
EXISTINGBUILDING
EXIS
TIN
GC
AN
OPY
EXISTING
CANOPY
EXISTINGBUILDING
FFE = 655.93'
EXISTINGBUILDING
S
S
SS
SS
SS
SS
PROPOSEDBUILDINGFFE=651.00
W W W W W W
X
X
X
X
SF
SF
SF
SF
SF
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S
F
SF
S
F
SF
SF
SF
SF
SF
SF
SF
SF
S
F
WW
WW
WW
WW
WW
WW
WW
W
W
FL = 652.71'FL = 650.47'
24" RCP
30" RCP
FL = 644.26'
FL = 643.91'
FH
EXISTINGBUILDING
FFE = 658.23'
G
PP
PP
PP
PP
G
PP
LP
FREEZER
AC/MECH
PORTABLE
RAISED DECK
10 NEW SPACES
5 N
EW
S
PA
CE
S
E
X
I
S
T
.
W
A
L
K
T
O
R
E
M
A
I
N
EX
IS
T. W
ALK
&
C
AN
OP
Y T
O R
EM
AIN
NEW PAVING
NEW PAVING
NEW CONC. WALK
NEW CONC. WALK
NE
W C
ON
C. W
AL
K
RA
MP
H/C
S
IG
N
H/C
S
IG
N
N
E
W
C
O
N
C
.
W
A
L
K
NE
W C
ON
C. W
AL
K
NE
W C
OV
ER
ED
W
AL
K
NEW CONC. WALK
NEW COVERED WALK
EX
IS
TIN
G C
OV
ER
ED
W
AL
K
NE
W C
OV
ER
ED
W
ALK
EXISTINGBUILDING
EXIS
TIN
GC
AN
OPY
EXISTING
CANOPY
PLAYGROUND
EXISTINGBUILDING
FFE = 655.93'
EXISTINGBUILDING
W
W
PROPOSEDBUILDINGFFE=651.00
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X
X
X
X
X
X
X
X
X
X
SF
SF
SF
SF
SF
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
W
FL = 652.71'FL = 650.47'
24" RCPFL = 643.89'
30" RCP
FL = 644.26'
FL = 643.91'
FH
EXISTINGBUILDING
FFE = 658.23'
G
PP
PP
PP
PP
G
X
X
PP
W
LP
FREEZER
AC/MECH
PORTABLE
RAISED DECK
10 NEW SPACES
5 N
EW
S
PA
CE
S
E
X
I
S
T
.
W
A
L
K
T
O
R
E
M
A
I
N
EX
IS
T. W
ALK
&
C
AN
OP
Y T
O R
EM
AIN
NEW PAVING
NEW PAVING
NEW CONC. WALK
NEW CONC. WALK
NE
W C
ON
C. W
AL
K
RA
MP
H/C
S
IG
N
H/C
S
IG
N
N
E
W
C
O
N
C
.
W
A
L
K
NE
W C
ON
C. W
AL
K
NE
W C
OV
ER
ED
W
AL
K
NEW CONC. WALK
NEW COVERED WALK
EX
IS
TIN
G C
OV
ER
ED
W
AL
K
NE
W C
OV
ER
ED
W
AL
K
17-153
02.19.18
SHEET TITLE :
MCKEE JOB # :
DRAWN BY :
DATE:
SHEET NO. :
M c K
E
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a
n
d
A
S
S
O
C
I A
T
E
S
A R
C
H
I T
E
C
T
U
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E
a n d
I N
T
E
R
I O
R
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S
I G
N
63
1 S
OU
TH
H
UL
L S
TR
EE
T M
ON
TG
OM
ER
Y , A
LA
BA
MA
3
61
04
(3
34
) 8
34
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93
3
- F
rid
ay, A
pril 2
0, 2
01
8 8
:5
0:4
9 A
M
- Z
:\2
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7\1
7-1
53
A
dd
itio
ns a
nd
im
pro
ve
me
nts a
t T
ha
rp
to
wn
S
ch
oo
l, F
ra
nklin
C
ou
nty B
OE
\C
AD
D
ra
win
gs\A
rch
ite
ctu
ra
l\A
S1
.0
A
rch
ite
ctu
ra
l S
ite
P
la
n fu
tu
re
sto
rm
b
uild
in
g.d
wg
LAB
REVISED DATE:
REVISED DATE:
REVISED DATE:
IM
PR
OV
EM
EN
TS
A
ND
A
DD
IT
IO
NS
AT
TH
AR
PT
OW
N E
LE
ME
NT
AR
Y &
H
IG
H S
CH
OO
L
FO
R T
HE
FR
AN
KLIN
C
OU
NT
Y B
OA
RD
O
F E
DU
CA
TIO
N
Russellville, A
labam
a
H
C
R
E
R
E
T
A
E
T
O
E
R
S
I
S
G
T
A
FA
L
B
A
M
T
A
E
C
T
I
DA
No
. 1
08
2
WA
LT
ER
T
. M
cK
EE
, JR
.
MO
NT
GO
ME
RY
, A
LA
.
ARCHITECTURAL
SITE LAYOUT PLAN
AS1.0
SITE PLAN W/ FUTURE EXPANSION
SCALE: 1" = 20'-0"
SITE PLAN W/OUT FUTURE EXPANSION
SCALE: 1" = 20'-0"
EXISTING CONSTRUCTION
PHASE
EXISTING CONSTRUCTION
PHASE
EXISTING CONSTRUCTION
PHASE
EXISTING CONSTRUCTION
PHASE
REMOVE IN ITS ENTIRETY THE
EXISTING SITE SIGN. PATCH
AREA WITH NEW SOD. SEE
SPECS.
EXISTING FREEZER SHALL BE
MOVED BY OTHERS PRIOR TO
WORK IN THIS AREA.
REMOVE EXISTING TREES
WHERE SHOWN. TYPICAL
REMOVE EXISTING
CANOPY IN ITS ENTIRETY
WHERE SHOWN. STOP AT
EXISTING COLUMN/BEAM
LOCATION NEAREST NEW
SIDEWALK CONNECTION.
9'-11"
11'-8"
9'-0"
TYP.
18'-0"
31'-5"
90'-2"
4'-7"
54'-0"
6'-6"
44'-1"6'-0"
18'-0"
30'-6"
13'-3"
6'-0"
5'-0"
8'-4"
14'-6" 88'-4" 5'-0" 31'-1"
NEW 6'-0" HIGH VINYL COATED
CHAIN LINK FENCE. SEE SPECS.
41'-0"
20'-6"
RELOCATE EXISTING
DUMPSTERS, BY OWNER.
04-23-181
1
1
1
1
1
1
1
1
REMOVE EXISTING
FENCING & SIDEWALK IN
ITS ENTIRETY WHERE
SHOWN. PATCH & REPAIR
EXISTING BUILDING TO
FINISHED LOOK.
1
NEW 6'-0" HIGH VINYL COATED
CHAIN LINK FENCE. SEE SPECS.
1
35'-11"
35'-11"
31'-4"5'-0"
6'-0"
73'-10"
64'-2"
EXISTING
CANOPY
EXISTING
CANOPY
17-153
02.19.18
SHEET TITLE :
MCKEE JOB # :
DRAWN BY :
DATE:
SHEET NO. :
M c K
E
E
a
n
d
A
S
S
O
C
I A
T
E
S
A R
C
H
I T
E
C
T
U
R
E
a n d
I N
T
E
R
I O
R
D
E
S
I G
N
63
1 S
OU
TH
H
UL
L S
TR
EE
T M
ON
TG
OM
ER
Y , A
LA
BA
MA
3
61
04
(3
34
) 8
34
-9
93
3
- F
rid
ay, A
pril 2
0, 2
01
8 1
2:5
0:1
3 P
M
- Z
:\2
01
7\1
7-1
53
A
dd
itio
ns a
nd
im
pro
ve
me
nts a
t T
ha
rp
to
wn
S
ch
oo
l, F
ra
nklin
C
ou
nty B
OE
\C
AD
D
ra
win
gs\A
rch
ite
ctu
ra
l\A
1.1
F
lo
or P
la
n.d
wg
LAB
REVISED DATE:
REVISED DATE:
REVISED DATE:
IM
PR
OV
EM
EN
TS
A
ND
A
DD
IT
IO
NS
AT
TH
AR
PT
OW
N E
LE
ME
NT
AR
Y &
H
IG
H S
CH
OO
L
FO
R T
HE
FR
AN
KLIN
C
OU
NT
Y B
OA
RD
O
F E
DU
CA
TIO
N
Russellville, A
labam
a
H
C
R
E
R
E
T
A
E
T
O
E
R
S
I
S
G
T
A
FA
L
B
A
M
T
A
E
C
T
I
DA
No
. 1
08
2
WA
LT
ER
T
. M
cK
EE
, JR
.
MO
NT
GO
ME
RY
, A
LA
.
SYMBOL DESCRIPTION
EWC
ELECTRIC WATER COOLER (SEE DETAIL A9.1)
SCHEDULED DOOR AND FRAME
SCHEDULED WINDOW UNIT
SCHEDULED ROOM NAME AND NUMBER
SECTION / DETAIL SYMBOL
BUILDING SECTION SYMBOL
-
AX.X
A---
-
AX.X
INTERIOR ELEVATION SYMBOLAX.XX
X
X
X
CORRIDOR
---
FIRE EXTINGUISHER CABINET (SEE DETAIL A9.1)
FEC
PREFINISHED METAL DOWNSPOUT TO SPLASHBLOCK
PU
PACKAGE UNIT (SEE MECHANICAL)
CEP
CONCRETE EQUIPMENT PAD (SEE DETAIL A9.1)
CU
CONDENSING UNIT (SEE MECHANICAL)
OPCEILING MOUNTED PROJECTOR, BY OWNER
DSB
FLOOR PLAN
ADDITION
A1.1
FLOOR PLAN LEGEND
CSCOMPUTER WORKSTATION, SEE 3/A8.1
4TB 4'-0" TACK BOARD
TCTEACHERS CABINET, SEE SHEET A8.1
-
TDTEACHERS DESK, SEE SHEET A8.1
IB
INTERACTIVE BOARD (BY OWNER)
WALL PARTITION TYPES, SEE SHEET A6.2P-
FLOOR PLAN - ADDITION
SCALE: 1/8" = 1'-0"
CLASSROOM
B101
BOY'S
B102
GIRL'S
B105
ELEC
B103
JAN
B108a
CLASSROOM
B106
CORRIDOR
B108
VEST.
B107
CLASSROOM
B109
CLASSROOM
B110
CLASSROOM
B111
VESTIBULE
B113
CLASSROOM
B112
GROSS AREA 6.500 SQ FT
88'-4"
32'-8"
8'-4"
32'-8"
73'-8"
88'-4"
32'-4"
8'-8"
32'-8"
73'-8"
B107
B108a
B108b
B109
B109b
B109c
B110
B110b
B111
B111b
B112
B112b B112c
B113
B106
B106b
B106c
B101b
B101c
B101
B102
B103
B104
B105
A
A
A A A
A
AA A A
6" 6'-4" 4'-0" 11'-4" 4'-0" 36'-0" 4'-0" 11'-4" 4'-0" 6'-4" 6"
6'-4" 4'-0" 11'-4" 4'-0" 8'-0" 4'-0" 12'-0" 4'-0" 8'-0" 4'-0" 11'-4" 4'-0" 6'-4" 6"6"
1'-0" 28'-0" 8"
13'-8" 8"
13'-8" 8" 28'-0" 1'-0"6"6"
6" 3'-6" 6" 8" 8'-0" 1'-0"
1'-0"
9'-4"
1'-0"
29'-8"
1'-0"
6"
6"
31'-8"
6"
31'-8"
6"
29'-8"
1'-0"
1'-0" 28'-0" 8" 7'-8" 8" 5'-4" 8" 5'-4" 8" 7'-8" 8" 28'-0" 1'-0"
16'-0" 8'-4" 11'-4" 8'-4"
16'-0"
1'-0"8'-0" 8" 6" 3'-6" 6"
EWC
EWC
1'-0"
6'-4"
1'-0"
2'-0"
6'-0"
8"
5'-8"
8"
15'-4"
12'-4"
8"
12'-0"
A
A5.1
A
A5.1
A
A6.2
D
A6.1
C
A6.1
B
A6.1
A
A6.1
C
A6.1
A
A6.1
1
A5.1
FEC
FEC
DSB
DSBDSB
DSB
DSB DSBDSB
DSB
CU
CU
CU
CU
CU
CU
CU
4TB
4TB
4TB
TC
TC
TC
TC
TC
TC
MECH
B101a
B101a
B106a
MECH
B106a
MECH
B112a
B112a
MECH
B110a
B110aB111a
B109a
MECH
B109a
TD
TDTD
TD
TD
TD
CEPCEP
CEPCEP
OP
OPOP
OP
OP
OP
MOP
MOP SINK, SEE SPECS.
12MB 12'-0" MARKER BOARD
12MB
MOP
4TB
4TB
CS
CS
CS
CS
CS
CS
CS
CS
4TB
4TB
4TB
4TB
4TB
4TB
4TB
12MB
12MB
12MB
12MB
12MB
A8.11
A8.1 1
A8.1 2
A8.1 1
STORM SHELTER LIMITS
NOTE: ALL LOOSE FURNITURE - NIC, BY OWNER
SYMBOL DESCRIPTION
HEIGHT ABOVE FINISHED FLOOR ELEVATION
2'x2' LAY-IN ACOUSTICAL CEILING
2'x4' RECESSED OR SURFACE MOUNTED LIGHT
FIXTURE (SEE ELECTRICAL)
HVAC SUPPLY AIR GRILLE
(SEE MECHANICAL)
HVAC RETURN AIR GRILLE
(SEE MECHANICAL)
EXHAUST FAN GRILLE
(SEE MECHANICAL)
GYPSUM BOARD
(SUSPENDED AS REQUIRED)
METAL SOFFIT PANELS
(SUSPENDED AS REQUIRED)
ATTIC ACCESS PANEL, SEE DETAIL THIS SHEETAAP
STEEL LINTEL - PAINTSLP
0'-0"
REFLECTED CEILING PLAN LEGEND
2'x2' VINYL CLAD LAY-IN ACOUSTICAL CEILING
GYPSUM BOARD FURRINGGBF
MOISTURE RESISTANT GYPSUM BOARD
(SUSPENDED AS REQUIRED)
1'x4' RECESSED OR SURFACE MOUNTED LIGHT
FIXTURE (SEE ELECTRICAL)
1'x4' SURFACE MOUNTED LIGHT FIXTURE
(SEE ELECTRICAL)
RECESSED ROUND LIGHT FIXTURE
(SEE ELECTRICAL)
2'x2' RECESSED OR SURFACE MOUNTED LIGHT
FIXTURE (SEE ELECTRICAL)
CASSETTE HEAT PUMP
(SEE MECHANICAL)
OPEN TO ABOVEOTA
REFLECTED CEILING PLAN
SCALE: 1/8" = 1'-0"
9'-0"
CLASSROOM
B101
BOY'S
B102
GIRL'S
B105
ELEC
B103
JAN
B108a
CLASSROOM
B106
CORRIDOR
B108
VEST.
B107
CLASSROOM
B109
CLASSROOM
B110
CLASSROOM
B111
VESTIBULE
B113
CLASSROOM
B112
MECH
B101a
MECH
B106a
MECH
B112a
MECH
B110a
MECH
B109a
9'-0"
9'-0"
9'-0"
8'-0"
8'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0
"
9'-0
"
OTA
OTA
OTA
OTA
OTAOTA
OTA
8'-6"
GBF
SLP
SLP
NO WORK REQUIREDNWR
AAP
FUTURE ADDITION
FUTURE ADDITION
FUTURE ADDITION
FUTURE ADDITION
MECH
B104
B108c
MECH
B104
OTA
P1
P1
P1
P1
P1
P2
P2
P2
P2P2
P2
P2
P2
P2
P2
P2
P1
P1
P1
P1
P1
P1P1
P1
P1
P1P1P1
P1
P1
P2
P1
P1
P1
P1
P1
P1
P1
A8.12
A8.1 2
A8.12
A8.12
A8.1 2
FUTURE DEMOLISHED BUILDING
METAL GUARDRAIL - PAINTGR
GR
GR
SL
OP
ED
S
ID
EW
AL
K
MA
X. 1
" P
ER
2
0"
SLOPED SIDEWALK
MAX. 1" PER 20"
SLOPED SIDEWALK
MAX. 1" PER 20"
SL
OP
ED
S
ID
EW
AL
K
MA
X. 1
" P
ER
2
0"
0'-0" (653.0')
(649.92')
+1'-0" (653.0')
+1
'-0
" (6
53
.0
')
0'-0" (653.0')
5'-0"
0"5'-0"
30'-0"
5'-0"
6'-0"
11'-6"
13'-0"
20'-1"
EXISTING BUILDING TO REMAIN
NEW CONCRETE SIDEWALK
NEW CONCRETE SIDEWALK
NE
W C
ON
CR
ET
E S
ID
EW
AL
K
METAL GUARDRAIL (GR)
SCALE: 1" - 1'-0"
1 1/2" PIPE RAIL
GU
AR
DR
AIL
8'-0" MAX LENGTH
WITHOUT ADDITIONAL VERTICAL SUPPORT
1 1/2" PIPE HANDRAIL 3/4" HORIZONTAL
MEMBERS AT 4" OC
1 1/2" MIN
WA
LL
O
R O
BS
TR
UC
TIO
N
LANDING / FLOOR
4"
3'-6"
SEE CIVIL DWGS.
ALUMINUM CANOPY, SEE SHEET A2.1 & SPECS.AC
AC
AC
AC
WALL MOUNTED METAL HANDRAIL - PAINT,
SEE SHT. A9.1
METAL HANDRAIL / GUARDRAIL - PAINT, SEE SHT. A9.1
WHR
HGR
6'-0"
5'-0"
HG
R
WH
R
HG
R
HG
R
04.23.181
1
1
1
1
2'-0" ±
2 HINGES -
STANLEY 1584
PRIMED OR EQ.
CONTRACTOR VERIFY
NAIL INSUL.
TO DOOR
TRUSS
TRUSS
STAPLE AND
HASP - STANLEY
911 4 1/2" OR EQ.
PADLOCK
BY OWNER
GYPSUM
BD. CEILING
2 x 4
FRAMED OPENING
WOOD TRIM -
RUN ENTIRE OPENING
3/4" EXT. GRADE
PLYWD. DOOR - PAINT
ATTIC ACCESS PANEL (AAP)
SCALE: 1 1/2" - 1'-0"
1
1
A8.11
1
1
6'-0" HIGH VINYL COATED CHAIN LINK FENCE,
SEE SPECS. & AS1.0
VCF
VCF
EXISTINGBUILDINGFEE 648.2
17-153
02.19.18
SHEET TITLE :
MCKEE JOB # :
DRAWN BY :
DATE:
SHEET NO. :
M c K
E
E
a
n
d
A
S
S
O
C
I A
T
E
S
A R
C
H
I T
E
C
T
U
R
E
a n d
I N
T
E
R
I O
R
D
E
S
I G
N
63
1 S
OU
TH
H
UL
L S
TR
EE
T M
ON
TG
OM
ER
Y , A
LA
BA
MA
3
61
04
(3
34
) 8
34
-9
93
3
- F
rid
ay, A
pril 2
0, 2
01
8 1
1:1
6:5
0 A
M
- Z
:\2
01
7\1
7-1
53
A
dd
itio
ns a
nd
im
pro
ve
me
nts a
t T
ha
rp
to
wn
S
ch
oo
l, F
ra
nklin
C
ou
nty B
OE
\C
AD
D
ra
win
gs\A
rch
ite
ctu
ra
l\A
2.1
C
an
op
y p
la
n.d
wg
LAB
REVISED DATE:
REVISED DATE:
REVISED DATE:
IM
PR
OV
EM
EN
TS
A
ND
A
DD
IT
IO
NS
AT
TH
AR
PT
OW
N E
LE
ME
NT
AR
Y &
H
IG
H S
CH
OO
L
FO
R T
HE
FR
AN
KLIN
C
OU
NT
Y B
OA
RD
O
F E
DU
CA
TIO
N
Russellville, A
labam
a
H
C
R
E
R
E
T
A
E
T
O
E
R
S
I
S
G
T
A
FA
L
B
A
M
T
A
E
C
T
I
DA
No
. 1
08
2
WA
LT
ER
T
. M
cK
EE
, JR
.
MO
NT
GO
ME
RY
, A
LA
.
CANOPY ROOF PLAN
A2.1
SYMBOL DESCRIPTION
ROOF PLAN LEGEND
ALUMINUM CANOPY, SEE SPECS.
X
A3.X
DETAIL SYMBOL
CANOPY PLAN
SCALE: 1/8" = 1'-0"
SCALE:
1
GUTTER DETAIL
3"=1'-0"
ACALUMINUM CANOPY, SEE SHEET A2.1 & SPECS.
1
A2.1
2
A2.1
1
A2.1
2
A2.1
1
A2.1
NEW STORM SHELTER, SEE PLANS
EXISTING BUILDING TO REMAIN
(FUTURE DEMOLITION)
EXISTING BUILDING TO REMAIN
ALUMINUM DECK
ALUMINUM FASCIA
GUTTER BEAM WITH WELDED
END CAP
9'-0" AFF
FACE OF WALL
ALUMINUM DECK
ALUMINUM FASCIA
4x4 COLUMN
GUTTER BEAM WITH WELDED
END CAP
9'-0" AFF
4"
1'-2"
6"
4"
WEEPHOLE WITH DEFLECTOR
PLATE
EPS BLOCKOUT FOR COLUMNS
CONCRETE FOOTING
4x4 COLUMN
CONCRETE SIDEWALK
SCALE:
2
WALL CONNECTION DETAIL
3"=1'-0"
SCALE:
3
COLUMN DETAIL
3"=1'-0"
3
A2.1
3
A2.1
1
A2.1
1
A2.1
EXISTING CANOPY TO REMAIN
CONNECT NEW CANOPY TO
EXISTING CANOPY - MATCH
HEIGHT OF EXISTING CANOPY
CONNECT NEW CANOPY TO
EXISTING BUILDING. MATCH
EXISTING CANOPY HEIGHT
30'-5"
8'-0"
7'-0"
101'-10"
6'-0"
73'-10"
42'-4"
1
A2.1
3
A2.1
SLO
PE
D C
AN
OP
Y
SE
E E
XT
ER
IO
R E
LE
VA
TIO
NS
10'-0" HIGH ABOVE SIDEWALK
10'-0" HIGH ABOVE
RAMP/SIDEWALK
04.23.181
1
NEW SHEET ADDED TO SET
R-VALUE _______ MIN.
SEE SPECS
ASSEMBLY @ WALL:
R-VALUE _______ MIN.
SEE SPECS
8" CMU (105 DENSITY)
R-VALUE ENVELOPE
R-VALUE _______ MIN.
SEE SPECS
FOAM INSULATION IN PLACE
TOTAL R-VALUE ENVELOPE: _____
TOTAL U-VALUE ENVELOPE: _____
R=_
R-VALUE _______ MIN.
SEE SPECS
ASSEMBLY @ WALL:
R-VALUE ENVELOPE
R-VALUE _______ MIN.
SEE SPECS
SOLID GROUTED
TOTAL R-VALUE ENVELOPE: _____
TOTAL U-VALUE ENVELOPE: _____
R=_
ASSEMBLY @ ROOF:
R-VALUE ENVELOPE
TOTAL R-VALUE ENVELOPE: _____
TOTAL U-VALUE ENVELOPE: _____
SHINGLES
SEE SPECS
UNDERLAYMENT
R-VALUE _______ MIN.
SEE SPECS
PLYWOOD DECKING
WOOD TRUSS/ ROOF FRAMING
SEE STRUCTURAL
BATT INSULATION
R-VALUE _______ MIN.
SEE SPECS
LAY-IN CEILING SYSTEM
R-VALUE _______ MIN.
SEE SPECS
R=
_
THERMAL BARRIER (GYP. BD. or PLYWOOD)
R-VALUE _______ MIN.
SEE SPECS
RIDGID INSULATION (1"=5.0, 1 1/2"= 7.5, 2"=10.0, 3"=15.0)
7.5
2.31
6.69
16.5
0.060
RIDGID INSULATION (1"=5.0, 1 1/2" = 7.5, 2"=10.0, 3"=15.0)
7.5
2.35
9.85
0.102
SEE SPECS
0.62
0.45
38
0.45
39.52
0.032
SCALE:
EW1
ENVELOPE DETAILS
3/4"=1'-0"
ARCHITECTURAL SHINGLES ON
FELT, SEE SPECS.
WOOD ROOF DECKING
CONT. METAL DRIP
VENTED SOFFIT
CONT. PREF. METAL
FASCIA OVER 2X8
12" REINF. CMU ,
SEE STRUCT. DWGS.
EXTERIOR GRADE
CAVITY INSULATION
PRE-MANUF. WOOD TRUSSES
@ 24" O.C.
BATT INSULATION,
SEE SPECS.
BRICK INFILL
CONT. BLOCKING
CONT. PREF. METAL
FASCIA OVER 1X8
CONT. CONCRETE
REINF. CAP, SEE
STRUCTURAL DWGS.
BRICK VENEER, SEE SPECS.
DRIP
EIFS
CONT. BASE FLASHING
2X FRAMING @ 24" O.C.
WOOD ROOF DECKING
ARCHITECTURAL SHINGLES ON
FELT, SEE SPECS.
CONT. METAL DRIP
CONT. PREF. METAL
GUTTER W/ D.S.'S
VENTED SOFFIT
CONT. PREF. METAL
FASCIA OVER 2X8
12" REINF. CMU ,
SEE STRUCT. DWGS.
EXTERIOR GRADE
CAVITY INSULATION
PRE-MANUF. WOOD TRUSSES
@ 24" O.C.
BATT INSULATION,
SEE SPECS.
BRICK INFILL
CONT. BLOCKING
CONT. PREF. METAL
FASCIA OVER 1X8
CONT. CONCRETE
REINF. CAP, SEE
STRUCTURAL DWGS.
BRICK VENEER, SEE SPECS.
17-153
02.19.18
SHEET TITLE :
MCKEE JOB # :
DRAWN BY :
DATE:
SHEET NO. :
M c K
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a
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I A
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A R
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LA
BA
MA
3
61
04
(3
34
) 8
34
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3
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ay, A
pril 2
0, 2
01
8 1
1:1
8:3
1 A
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7-1
53
A
dd
itio
ns a
nd
im
pro
ve
me
nts a
t T
ha
rp
to
wn
S
ch
oo
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ra
nklin
C
ou
nty B
OE
\C
AD
D
ra
win
gs\A
rch
ite
ctu
ra
l\A
3.1
R
oo
f P
la
n.d
wg
LAB
REVISED DATE:
REVISED DATE:
REVISED DATE:
IM
PR
OV
EM
EN
TS
A
ND
A
DD
IT
IO
NS
AT
TH
AR
PT
OW
N E
LE
ME
NT
AR
Y &
H
IG
H S
CH
OO
L
FO
R T
HE
FR
AN
KLIN
C
OU
NT
Y B
OA
RD
O
F E
DU
CA
TIO
N
Russellville, A
labam
a
H
C
R
E
R
E
T
A
E
T
O
E
R
S
I
S
G
T
A
FA
L
B
A
M
T
A
E
C
T
I
DA
No
. 1
08
2
WA
LT
ER
T
. M
cK
EE
, JR
.
MO
NT
GO
ME
RY
, A
LA
.
ROOF PLAN
A3.1
SYMBOL DESCRIPTION
ROOF PLAN LEGEND
SHINGLES
PMG PREFINISHED METAL GUTTER
PMF
DS
PREFINISHED METAL FASCIA
PREFINISHED METAL DOWNSPOUT TO
SPLASHBLOCK
RF RIDGE FLASHING - VENTED
PV PLUMBING VENT
EF EXHAUST FAN
RC ROOF CURB
GFV GAS FLUE VENT
PME PREFINISHED METAL EAVE TRIM
ATTIC
AREA
AREA 1
SQUARE
FOOTAGE
VENTILATION
PROVIDED
VENTILATION
PROVIDED
VENTILATION
PROVIDED
ADDITIONAL
VENTILATION
TOTAL
VENTILATION
PROVIDED
VETILATION
REQUIRED
(PER 1203.2)
6670 SQ FT
22.23 SF HIGH
22.23 SF SOFFIT
85 LFT 328 LFT
11.9 SF 39.36
22.97 SF HIGH
39.36 SF SOFFIT
ATTIC VENTILATION CHART
LINEAR FOOT
OF RIDGE VENT
(.14 SQ FT PER FT)
LINEAR FOOT
OF SOFFIT VENT
(.12 SQ FT PER FT)
X
A3.X
DETAIL SYMBOL
ROOF PLAN
SCALE: 1/8" = 1'-0"
4:1
2
SL
OP
E
4:1
2
SL
OP
E
4:1
2
SL
OP
E
4:1
2
SL
OP
E
RF
PMG
PMG
PMF
PMF
PMF
PMF
DSDSDSDS
DS
DSDS
DS
DFSDRAFTSTOPPING, SEE DETAIL 4/A3.1
DFSDFS
DFS DFS
DFDDRAFTSTOPPING DOOR ACCESS, SEE DETAIL 5/A3.1
DFD
DFD
ATTIC ACCESS PANEL, SEEAAP
SCALE:
5
ACCESS DOOR DETAIL
3/4"=1'-0"
SCALE:
4
ATTIC DRAFTSTOP DETAIL
3/4"=1'-0"
CMU PARTITION BENEATH WOOD
TRUSS WHERE OCCURS
DRAFTSTOPPING MATERIAL APPLIED
TO FACE OF TRUSS. INSTALL
ADDITIONAL FRAMING WITHIN TRUSS
AS REQUIRED TO ADEQUATELY
SUPPORT DRAFTSTOPPING MATERIAL.
PLYWOOD DECK
PRE-ENGINEERED WOOD TRUSS
DRAFTSTOPING CONSTRUCTION NOTE:
DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 0.5" (12.7 mm) GYPSUM BOARD, .375"
PLYWOOD OR .375" (9.5 mm) PARTICLEBOARD ADEQUATELY SUPPORTED.
PLAN
SPRING HINGE
CONTINUOUS
BLOCKING
ACCESS DOOR
FACE OF DRAFTSTOP
1x2 STOP
CONTINUOUS BLOCKING
NOTE:
INSTALL 2' X 3' ACCESS DOOR WHERE
SHOWN - DOOR SHALL BE 5/8" PLYWD. W/
SPRING HINGES
ELEVATION
ACCESS DOOR
FACE OF
DRAFTSTOP
SPRING HINGE
SPRING HINGE
CONTINUOUS
BLOCKING
CONTINUOUS BLOCKING
AAP
SCALE:
3
ROOF CURB (RC)
1 1/2"=1'-0"
SHINGLES
PLYWOOD DECKING
PRE-ENGINEERED WOOD
TRUSSES
(SEE STRUCTURAL)
RIDGE (VENTED)
WOOD BLOCKING
PLUMBING VENT
RESILIENT RUBBER SLEEVE
SHINGLES
PRE-ENGINEERED WOOD
TRUSSES
(SEE STRUCTURAL)
ALUMINUM RING
8" M
IN
PLYWOOD DECKING
SCHEDULED ROOF TOP UNIT
8" M
IN
METAL FLASHING
METAL CRICKET ON HIGH SIDE
OF ROOF
FRAME OPENING FOR VENT
TO EXTEND THROUGH ROOF
SCALE:
2
PLUMBING VENT (PV)
3"=1'-0"
SCALE:
1
RIDGE FLASHING VENTED (RF)
3"=1'-0"
SHINGLES
1
A3.1
4
A3.1
4
A3.1
GRAVITY VENT
3 X 3 . 69
GVGRAVITY VENT, SEE SPECS.
GVGV
GV
SCALE:
6
ROOF GABLE DETAIL
1 1/2"=1'-0"
SCALE:
7
ROOF EAVE TYPICAL DETAIL
1 1/2"=1'-0"
6
A3.1
7
A3.1
7
A3.1
6
A3.1
4
12
1'-0"
6"
+12'-1
1
2
"
BEARING HGT.
4
12
+12'-1
1
2
"
BEARING HGT.
10"
6"
6"
ACALUMINUM CANOPY, SEE SHEET A2.1 & SPECS.
AC
AC
04.23.181
1
1
EXTERIOR ELEVATIONS
- PART "X"
A4.1
PMG PREFINISHED METAL GUTTER
PMF PREFINISHED METAL FASCIA
PME PREFINISHED METAL EAVE TRIM
SYMBOL DESCRIPTION
SCHEDULED LOUVER TYPESL1
EXTERIOR ELEVATION LEGEND
BUILDING SECTION SYMBOL
-
AX.X
DS PREFINISHED METAL DOWNSPOUT
MCJ MASONRY CONTROL JOINT LOCATIONS
BV1 BRICK VENEER - COLOR 1
BVS
BVR
BRICK VENEER - SOLDIER COURSE - COLOR 2
BRICK VENEER - ROWLOCK COURSE
EIFS EXTERIOR INSULATED FINISH SYSTEM
ECJ EIFS CONTROL JOINT
WTT LIMESTONE WATER TABLE
17-153
02.19.18
SHEET TITLE :
MCKEE JOB # :
DRAWN BY :
DATE:
SHEET NO. :
M c K
E
E
a
n
d
A
S
S
O
C
I A
T
E
S
A R
C
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I T
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C
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U
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a n d
I N
T
E
R
I O
R
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S
I G
N
63
1 S
OU
TH
H
UL
L S
TR
EE
T M
ON
TG
OM
ER
Y , A
LA
BA
MA
3
61
04
(3
34
) 8
34
-9
93
3
- F
rid
ay, A
pril 2
0, 2
01
8 1
2:3
6:2
3 P
M
- Z
:\2
01
7\1
7-1
53
A
dd
itio
ns a
nd
im
pro
ve
me
nts a
t T
ha
rp
to
wn
S
ch
oo
l, F
ra
nklin
C
ou
nty B
OE
\C
AD
D
ra
win
gs\A
rch
ite
ctu
ra
l\A
4.1
E
xte
rio
r E
le
va
tio
ns.d
wg
LAB
REVISED DATE:
REVISED DATE:
REVISED DATE:
IM
PR
OV
EM
EN
TS
A
ND
A
DD
IT
IO
NS
AT
TH
AR
PT
OW
N E
LE
ME
NT
AR
Y &
H
IG
H S
CH
OO
L
FO
R T
HE
FR
AN
KLIN
C
OU
NT
Y B
OA
RD
O
F E
DU
CA
TIO
N
Russellville, A
labam
a
H
C
R
E
R
E
T
A
E
T
O
E
R
S
I
S
G
T
A
FA
L
B
A
M
T
A
E
C
T
I
DA
No
. 1
08
2
WA
LT
ER
T
. M
cK
EE
, JR
.
MO
NT
GO
ME
RY
, A
LA
.
DS/SB PREFINISHED METAL DOWNSPOUT TO SPLASHBLOCK
A
EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
B
EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
C
EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
ASH ASPHALT SHINGLES, SEE SPECS.
ASH ASH
ASH
ASH
DS
DS
DS
DS
DS DS DS
DSDSDS
MCJ
MCJ
MCJ
MCJ
MCJ
MCJ
MCJ
MCJ
MCJ
MCJ
WTT
WTT
WTT
WTT
BV1
BV2
BV1
BV1
BV2
BV1
BV2
BV1
BV2
BV1
BV2
BV1
BV2
BV1
BV2
BV1
BV2
BV2 BRICK VENEER - COLOR 2
BVS
BVS
BVSBVSBVS
BVS
BVS
BVS
BVS
BVS
BVS
BVS
BVS
BVS
BVS
BVS
BVS
ASH
EIFS
EIFS
ECJ
ECJ
ECJ
PMF
PMF
PMF PMF
PMF PMF
PMG
PMG
PMG
PMG
PMG
PMG
PME
PME
2'-8"
3'-2"
2'-8"
0'-0"
FINISHED FLOOR
+12'-1
1
2
" TRUSS
BRG. HGT.
0'-0"
FINISHED FLOOR
+12'-1
1
2
" TRUSS
BRG. HGT.
0'-0"
FINISHED FLOOR
+12'-1
1
2
" TRUSS
BRG. HGT.
4
12
AC ALUMINUM CANOPY, SEE SPECS.
AC
METAL GUARDRAIL - PAINT
GR
WALL MOUNTED METAL HANDRAIL - PAINT,
SEE SHT. A9.1
METAL HANDRAIL / GUARDRAIL - PAINT, SEE SHT. A9.1
WHR
HGR
04.23.181
1
GR
GR
1
1
1
WHR
HGR
HGR
HGR
HGR
GR
GR
AC
AC
AC
AC
AC
10'-0"
10'-0"
10'-0"
HGR
TYPICAL DOOR TYPES
SCALE: 1/4" - 1'-0"
TYPICAL FRAME TYPES
SCALE: 1/4" - 1'-0"
TYPICAL WINDOW TYPES
SCALE: 1/4" - 1'-0"
TYPE "A" TYPE "B" TYPE "C"
SEE SCHED
SE
E S
CH
ED
SEE SCHED
SE
E S
CH
ED
SEE SCHED
SE
E S
CH
ED
3'-4
"3
'-0
"8
"
1'-2" 8" 1'-2"
SE
E S
CH
ED
4"
SEE SCHED2" 2"
SE
E S
CH
ED
2"
SEE SCHED2" 2"
HM1 HM2
A
ALUMINUM
FIXED W/
APPLIEDDIVIDERS
SYMBOL DESCRIPTION
CT CLEAR TEMPERED
INSULATING GLASSIG
TT TINTED TEMPERED
GLAZING SCHEDULE
CT
IG
TT
INTERIOR
EXTERIOR
3'-4"
6'-0
"2
'-8
"
7
A8.2
8
A8.2
FG
TYPE "D"
SEE SCHED
SE
E S
CH
ED
2'-8
"
SE
E S
CH
ED
2"
2"
SEE SCHED2" 2"
2'-8
"
HM3
IG
TT
IG
TT
CT
SF1
TYPE "E"
SEE SCHED
SE
E S
CH
ED
2'-0
"
SE
E S
CH
ED
2"
SEE SCHED2" 2"
HM4
2'-0
"
SCHEDULES
A8.1
B101
3'-0" 1 3/4"
ASF1 ---
3/A8.2 SIM 4/A8.2 SIM
PANIC HARDWARE
7'-0"
17-153
02.19.18
SHEET TITLE :
MCKEE JOB # :
DRAWN BY :
DATE:
SHEET NO. :
M c K
E
E
a
n
d
A
S
S
O
C
I A
T
E
S
A R
C
H
I T
E
C
T
U
R
E
a n d
I N
T
E
R
I O
R
D
E
S
I G
N
63
1 S
OU
TH
H
UL
L S
TR
EE
T M
ON
TG
OM
ER
Y , A
LA
BA
MA
3
61
04
(3
34
) 8
34
-9
93
3
- F
rid
ay, A
pril 2
0, 2
01
8 1
2:4
6:2
8 P
M
- Z
:\2
01
7\1
7-1
53
A
dd
itio
ns a
nd
im
pro
ve
me
nts a
t T
ha
rp
to
wn
S
ch
oo
l, F
ra
nklin
C
ou
nty B
OE
\C
AD
D
ra
win
gs\A
rch
ite
ctu
ra
l\A
8.1
S
ch
ed
ule
s.d
wg
LAB
REVISED DATE:
REVISED DATE:
REVISED DATE:
IM
PR
OV
EM
EN
TS
A
ND
A
DD
IT
IO
NS
AT
TH
AR
PT
OW
N E
LE
ME
NT
AR
Y &
H
IG
H S
CH
OO
L
FO
R T
HE
FR
AN
KLIN
C
OU
NT
Y B
OA
RD
O
F E
DU
CA
TIO
N
Russellville, A
labam
a
H
C
R
E
R
E
T
A
E
T
O
E
R
S
I
S
G
T
A
FA
L
B
A
M
T
A
E
C
T
I
DA
No
. 1
08
2
WA
LT
ER
T
. M
cK
EE
, JR
.
MO
NT
GO
ME
RY
, A
LA
.
5'-0"
SIGN MOUNTING HEIGHT
703.4.1 HEIGHT ABOVE FINISH FLOOR OF GROUND
TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1220 mm) MINIMUM
ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF
THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 mm) MAXIMUM ABOVE FINISH
FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST
TACTILE CHARACTER.
EXCEPTION: BRAILLE PROVIDED ON ELEVATOR CAR CONTROLS SHALL BE SEPARATED
3
16
INCHES (4.8 mm) MINIMUM AND SHALL BE LOCATED EITHER DIRECTLY BELOW OR
ADJACENT TO THE CORRESPONDING RAISED CHARACTERS OR SYMBOLS.
703.4.2 LOCATION
WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED
ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS
PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE
LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT
DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO
THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT
THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE
DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS
CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT THE CLEAR
FLOOR SPACE OF 18 INCHES (455 mm) MINIMUM, CENTERED ON THE TACTILE
CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN
THE CLOSEST POSITION AND 45 DEGREE OPEN POSITION.
EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE
PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES.
LABELED DOOR AND FRAME NOTE:
HOURLY RATING DESIGNATIONS AND / OR ALPHABETICAL LETTER DESIGNATIONS ARE
GIVEN WHERE PROTECTED OPENINGS ARE REQUIRED IN RATED PARTITIONS. THESE
OPENING PROTECTIVE ASSEMBLIES SHALL INCLUDE THE FRAME, DOOR, HARDWARE,
CLOSING DEVICE, SILL AND ANCHORAGE. CONTRACTOR SHALL SEE THAT NO
COMPONENT IS OMITTED OR SUBSTANDARD QUALITY USED SUCH THAT THE
EFFECTIVENESS OF THE ENTIRE OPENING AS A FIRE OR SMOKE BARRIER MIGHT BE
JEOPARDIZED. DOORS AND FRAMES SHALL BE FURNISHED WITH UNDERWRITER'S
LABORATORIES OR WARNOCKHERSEY LABELS WITH APPROPRIATE FIRE RESISTANCE
RATINGS FOR THE CLASS OF OPENING SCHEDULED. SUBJECT TO DOOR
MANUFACTURER'S PROCEDURAL LIMITATIONS, LABELS SHOULD BEAR THE FOLLOWING
NOTATION: "FIRE DOOR, TO BE EQUIPPED WITH FIRE EXIT HARDWARE"
SIGNAGE NOTES:
FURNISH INDIVIDUAL PLASTIC LAMINATE SIGNAGE SYSTEM WITH ROOM OR OCCUPANT'S
NAME AND ROOM NUMBER. FINAL WORDING TO BE FURNISHED WHEN SHOP DRAWINGS
FOR SIGNAGE SYSTEM ARE SUBMITTED. FURNISH INDIVIDUAL PLASTIC LAMINATE
RESTROOM SIGNS FOR DOOR(S) AND HANDICAPED ACCESS SIGN TO BE PLACED ON
WALL BESIDE RESTROOM DOOR(S) -SEE DIAGRAM.
ACCESS
SIGNAGE
18" min.
18" m
in.
Figure 703.4.1
Height of Tactile Characters Above Finish Floor
or Ground
Figure 703.4.2
Location of Tactile Signs at Doors
4
5
.
0
0
°
C
L
CENTERED ON
TACTILE
CHARACTERS
AREA
OF
REFUGE
4'-0"
DOOR SCHEDULE
DOOR # WIDTH HEIGHT THICKNESS MATERIALS
DOOR
TYPE
DOOR
FINISH
FRAME
TYPE
FRAME
FINISH
LABEL
DETAILS
HEAD JAMB
SIGNAGE REMARKS
FACTORYFACTORYALUMINUM STOREFRONT
B101a
3'-0" 1 3/4"E
HM4 --- 5/A8.2 6/A8.2
MECH ROOM ---
7'-0" STAIN
FLUSH WOOD
SOLID CORE
FACTORY
B101b
3'-0" 1 3/4"D
HM3 --- 7/A8.2 8/A8.2 SILL
FEMA SHUTTER
5'-8" HOLLOW METAL PAINTPAINT
BHM1 20 MIN. 3/A8.2 4/A8.2
CLASSROOM ---
STAIN
FLUSH WOOD
SOLID CORE
FACTORY
DOOR HANDLE
B101c
3'-0" 1 3/4"D
HM3 --- 7/A8.2 8/A8.2 SILL
FEMA SHUTTER
5'-8" HOLLOW METAL PAINTPAINT
B102
3'-0" 1 3/4"C
HM1 3/A8.2 4/A8.2
BOY'S ROOM ---
7'-0" STAIN
FLUSH WOOD
SOLID CORE
FACTORY 20 MIN.
B103
3'-0" 1 3/4"C
HM1 3/A8.2 4/A8.2
ELEC ROOM ---
7'-0" STAIN
FLUSH WOOD
SOLID CORE
FACTORY 20 MIN.
B104
3'-0" 1 3/4"C
HM2
MECH ROOM ---
7'-0" STAIN
FLUSH WOOD
SOLID CORE
FACTORY 20 MIN.
B105
3'-0" 1 3/4" CHM1
BOY'S ROOM ---
7'-0" STAIN
FLUSH WOOD
SOLID CORE
FACTORY 20 MIN.
B106
3'-0" 1 3/4"7'-0"B
HM1 20 MIN.
CLASSROOM ---
STAIN
FLUSH WOOD
SOLID CORE
FACTORY
B107
PAIR 3'-0" 1 3/4"7'-0"
B108a
PAIR 4'-0" 1 3/4"8'-0"C
HOLLOW METAL HM1
FEMA STORM DOOR & FRAME UNIT W/ MAG.
HOLD OPENS
PAINTPAINT 90 MIN.
B108b
PAIR 4'-0" 1 3/4"8'-0"C
HOLLOW METAL HM1
FEMA STORM DOOR & FRAME UNIT W/ MAG.
HOLD OPENS
PAINTPAINT 90 MIN.
B108c
3'-0" 1 3/4"C
HM2
JAN ROOM ---
7'-0" STAIN
FLUSH WOOD
SOLID CORE
FACTORY 20 MIN.
B109
3'-0" 1 3/4"7'-0"
B109a
3'-0" 1 3/4" E HM4 ---
MECH ROOM ---
7'-0" STAIN
FLUSH WOOD
SOLID CORE
FACTORY
B109b
3'-0" 1 3/4" D HM3 ---
FEMA SHUTTER
5'-8" HOLLOW METAL PAINTPAINT
B HM1 20 MIN.
CLASSROOM ---
STAIN
FLUSH WOOD
SOLID CORE
FACTORY
B109c
3'-0" 1 3/4" D HM3 ---
FEMA SHUTTER
5'-8" HOLLOW METAL PAINTPAINT
B110
3'-0" 1 3/4"7'-0"
B110a
3'-0" 1 3/4" E HM4 ---
MECH ROOM ---
7'-0" STAIN
FLUSH WOOD
SOLID CORE
FACTORY
B110b
3'-0" 1 3/4" D HM3 ---
FEMA SHUTTER
5'-8" HOLLOW METAL PAINTPAINT
B HM1 20 MIN.
CLASSROOM ---
STAIN
FLUSH WOOD
SOLID CORE
FACTORY
B111
3'-0" 1 3/4"7'-0"
B111a
3'-0" 1 3/4" E HM4 ---
MECH ROOM ---
7'-0" STAIN
FLUSH WOOD
SOLID CORE
FACTORY
B111b
3'-0" 1 3/4" D HM3 ---
FEMA SHUTTER
5'-8" HOLLOW METAL PAINTPAINT
B HM1 20 MIN.
CLASSROOM ---
STAIN
FLUSH WOOD
SOLID CORE
FACTORY
B112
3'-0" 1 3/4"7'-0"
B112a
3'-0" 1 3/4"E
HM4 ---
MECH ROOM ---
7'-0" STAIN
FLUSH WOOD
SOLID CORE
FACTORY
B112b
3'-0" 1 3/4"D
HM3 ---
FEMA SHUTTER
5'-8" HOLLOW METAL PAINTPAINT
BHM1 20 MIN.
CLASSROOM ---
STAIN
FLUSH WOOD
SOLID CORE
FACTORY
B112c
3'-0" 1 3/4"D
HM3 ---
FEMA SHUTTER
5'-8" HOLLOW METAL PAINTPAINT
ASF1 ---
PANIC HARDWARE
FACTORYFACTORYALUMINUM STOREFRONT
B113
PAIR 3'-0" 1 3/4"7'-0"
B101 CLASSROOM
VCT RBSEE RCP PLAN
--- --- ---
--- - NO WORK REQUIRED
GBP - GYPSUM BOARD - PAINT
GB - GYPSUM BOARD - NO PAINT
CMUP - CONCRETE MASONRY UNIT - PAINT
CMU - CONCRETE MASONRY UNIT - NO PAINT
PT - PORCELAIN TILE
SC - SEALED CONCRETE
VCT - VINYL COMPOSITION TILE
RB - RUBBER BASE
CMUP
ROOM FINISH SCHEDULE
ROOM # ROOM NAME FLOOR BASE
NORTH SOUTH EAST WEST
WALLS CEILING
TYPE HEIGHT
WAINS.
HEIGHT REMARKS
CMUP CMUP CMUP
B101a MECH ROOM
SC --SEE RCP PLAN
--- --- ---CMUP GBP CMUPGBP
B102 BOY'S RESTROOM
PT PTSEE RCP PLAN
--- --- ---CMUP CMUP CMUP CMUP
B103 ELEC
SEE RCP PLAN --- --- ---CMUP CMUP CMUP CMUPSC --
B104 MECH ROOM
SC --SEE RCP PLAN
--- --- ---CMUP GBP CMUPGBP
B105 GIRL'S RESTROOM
PT PTSEE RCP PLAN
--- --- ---CMUP CMUP CMUP CMUP
B106 CLASSROOM
VCT RBSEE RCP PLAN
--- --- ---CMUP CMUP CMUP CMUP
B107 VESTIBULE
VCT RBSEE RCP PLAN
--- --- ---CMUP CMUP CMUP CMUP
B108 CORRIDOR
VCT RBSEE RCP PLAN
--- --- ---CMUP CMUP CMUP CMUP
B109 CLASSROOM
VCT RBSEE RCP PLAN
--- --- ---CMUP CMUP CMUP CMUP
B110 CLASSROOM
VCT RBSEE RCP PLAN
--- --- ---CMUP CMUP CMUP CMUP
B111 CLASSROOM
VCT RBSEE RCP PLAN
--- --- ---CMUP CMUP CMUP CMUP
B112 CLASSROOM
VCT RBSEE RCP PLAN
--- --- ---CMUP CMUP CMUP CMUP
B113 VESTIBULE
VCT RBSEE RCP PLAN
--- --- ---CMUP CMUP CMUP CMUP
2
INTERIOR ELEVATION
1/4"=1'-0"
TYPICAL CLASSROOM
3/A8.2 SIM 4/A8.2 SIM
1/A8.2 2/A8.2
1/A8.2 2/A8.2
7/A8.2 8/A8.2 SILL
7/A8.2 8/A8.2 SILL
7/A8.2 8/A8.2 SILL
7/A8.2 8/A8.2 SILL
7/A8.2 8/A8.2 SILL
7/A8.2 8/A8.2 SILL
5/A8.2 6/A8.2
5/A8.2 6/A8.2
5/A8.2 6/A8.2
5/A8.2 6/A8.2
3/A8.2 4/A8.2
3/A8.2 4/A8.2
3/A8.2 4/A8.2
3/A8.2 4/A8.2
3/A8.2 4/A8.2
3/A8.2 4/A8.2
3/A8.2 4/A8.2
3/A8.2 4/A8.2
04.23.181
1
3
INTERIOR ELEVATION
1/4"=1'-0"
TYPICAL CLASSROOM
X
R
E
G
S
H
I
U
N
I
T
R
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I
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MISCELLANEOUS DETAILS
A9.1
17-153
02.19.18
SHEET TITLE :
MCKEE JOB # :
DRAWN BY :
DATE:
SHEET NO. :
M c K
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REVISED DATE:
REVISED DATE:
REVISED DATE:
IM
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No
. 1
08
2
WA
LT
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T
. M
cK
EE
, JR
.
MO
NT
GO
ME
RY
, A
LA
.
FIRE EXTINGUISHER CABINET (FEC)
SCALE: 1 1/2" - 1'-0"
ELECTRIC WATER COOLER (EWC)
SCALE: 1 1/2" - 1'-0"
HVAC EQUIPMENT PAD (CEP)
SCALE: 1 1/2" - 1'-0"
RUBBER BASE DETAIL
SCALE: 3/4" - 1'-0"
4'-0
" A
FF
(M
AX
)
SECTION ELEVATION
SE
E N
OT
E
NOTE:
MOUNTING HEIGHT AT ACCESSIBLE FOUNTAIN THE SPOUT
OUTLET TO BE NO MORE THAN 36" ABOVE THE FLOOR.
RUBBER BASE TO HAVE
PREFORMED INSIDE AND
OUTSIDE CORNERS - TYP.
RUBBER BASE WHERE
SCHEDULED
4" THICK CONCRETE PAD WITH 6X6
10
10
W.W.F. - SIZE OF PAD TO BE 6"
LARGER THAN REQUIRED BY HVAC
CONTRACTOR / EQUIPMENT.
1
4
" EXPANSION JOINT WITH
SEALANT
WALL FACE
4"
RUBBER BASE DETAIL
SCALE: 3/4" - 1'-0"
HARD TILE DETAIL
SCALE: 3/4" - 1'-0"
RUBBER BASE TO HAVE
PREFORMED INSIDE AND
OUTSIDE CORNERS - TYP.
RUBBER BASE WHERE
SCHEDULED
OUTSIDE CORNERS, DOOR JAMBS, CASED
OPENINGS, ETC. TO BE BULLNOSE CMU FIRST
COURSE ABOVE FLOOR TO BE SQUARE- EDGED
CORNER UNIT TO ALLOW PROPER BASE
INSTALLATION.
TILE BASE TO HAVE
SPECIAL INSIDE AND
OUTSIDE CORNERS - TYP.
TILE BASE WHERE
SCHEDULED
OUTSIDE CORNERS, DOOR JAMBS, CASED
OPENINGS, ETC. TO BE BULLNOSE CMU FIRST
COURSE ABOVE FLOOR TO BE SQUARE- EDGED
CORNER UNIT TO ALLOW PROPER BASE
INSTALLATION.
MASONRY LINTEL DETAIL
SCALE: 1 1/2" - 1'-0"
THRU-WALL FLASHING DETAIL
SCALE: 1 1/2" - 1'-0"
MASONRY CONTROL JOINT DETAIL (MCJ)
SCALE: 1 1/2" - 1'-0"
NOTE: BRICK INSTITUTE OF AMERICA TECHNICAL NOTE # 7 STATES THAT
ALL FLASHING MUST EXTEND PAST THE EXTERIOR FACE OF THE MASONRY
OR BE CUT FLUSH WITH THE EXTERIOR MASONRY. CUT FABRIC TYPE
FLASHING FLUSH WITH THE EXTERIOR FACE OF MASONRY AFTER BEING
LEFT EXPOSED FOR INSPECTION PURPOSES ONLY.
TRIM ACCESS TO FACE-
SEE NOTE BELOW
PROVIDE WEEPS IN HEAD JOINTS AT
32" OC IMMEDIATELY ABOVE
THRU-WALL FLASHING - TYPICAL 8"
ABOVE GRADE MINIMUM AND AT
LEAST 1x BRICK COURSE BELOW
FINISH FLOOR
FLASHING AS SPECIFIED
JAMB END SASH UNITS
PREFORMED GASKET
RAKE, INSTALL BACKER
ROD AND CAULK
FLASHING AS SPECIFIED
TRIM ACCESS TO FACE-
SEE NOTE BELOW
PROVIDE WEEPS IN HEAD JOINTS AT
32" OC IMMEDIATELY ABOVE
THRU-WALL FLASHING - TYPICAL 8"
ABOVE GRADE MINIMUM AND AT
LEAST 1x BRICK COURSE BELOW
FINISH FLOOR
MINIMUM 1" AIR SPACE
REINFORCED CMU LINTEL
8" BEARING
STEEL LINTEL WITH FLASHING -
MINIMUM 4" BEARING - SEE
STRUCTURAL
8" CMU
CAVITY INSULATION
OMITTED FOR CLARITY
NOTE: REFER TO EXTERIOR
ELEVATIONS FOR HEAD TREATMENT
RAKE, INSTALL BACKER
ROD AND CAULK
RAKE, INSTALL BACKER
ROD AND CAULK
SOUND BATT ATTENUATION DETAIL (SA)
SCALE: 1 1/2" - 1'-0"
NOTE:
SEE FLOOR PLAN SHEETS FOR INTERIOR PARTITIONS DESIGNATED TO RECEIVE BATT INSULATION FULL HEIGHT BETWEEN
STUDS. ALL NON-RATED INTERIOR PARTITIONS TO HAVE SOUND BLANKETS ABOVE - TYPICAL. INSTALL SOUND
ATTENUATION BLANKETS OVER CEILING PANELS, EXTEND 48 INCHES BEYOND PARTITION and TIGHTLT FIT AROUND ALL
GRILLAGE, HANGERS AND OTHER VERTICAL PENETRATIONS. THIS INSULATION TO BE CAREFULLY FIT AROUND -NOT OVER-
RECESSED LIGHT FIXTURES.
BATT INSULATION
STUD PARTITION
SOUND ATTENUATION
BATTS
EXTEND STUDS TO
BOTTOM OF STRUCTURE
ABOVE
4'-0" 4'-0"
CMU PARTITION
4'-0" 4'-0"
SCHEDULED CEILING
WALL MOUNTED HANDRAIL AT RAMP (WHR)
SCALE: 1" - 1'-0"
2'-10"
4'-0" OC MAX
1
1
2
" PIPE RAIL 1
1
2
" FROM
FACE OF WALL AND
ATTACHED WITH PLATE
ESCUTCHEONS AT 4'-0" OC
MAX
PROFILE OF RAMP
1'-0"
METAL GUARDRAIL / HANDRAIL AT RAMP (GR/HR)
SCALE: 1" - 1'-0"
1'-0"
2'-10"
1'-0"
LANDING / FLOOR
5'-0" OC MAX
1 1/2" DIAMETER STEEL
PIPE HANDRAIL SHAPED
AS SHOWN. GRIND ALL
WELDS. PRIME AND PAINT
ALL SURFACES.
3/4" HORIZONTAL
MEMBERS AT 4" OC
3'-6"
GU
AR
DR
AIL
HA
ND
D
RA
IL
04.23.181
1
24,000
18,000
36,000 14.0
8.2
8.2
8.2
60
60
60
1
1
3
208
208
208
ONE
ONE
TWO
6.0
4.0
10.0
60
60
60
1
1
1
208
208
208
1.5
1.5
2.5
60
60
60
1
1
3
208
208
208
10.0
8.0
13.0
15,000
11,000
21,000
45
45
45
60
60
60
1
1
3
208
208
208
1/2
1/2
1/2
.70
.60
.60
100
100
1501200
600
800HP-C
HP-B
HP-A
CONDITIONS
AT A.R.I.
MIN. EFFICIENCY
CONDITIONS
AT A.R.I.
HSPF
MINIMUM
HZ.PH.VOLTS
STEPS
CONTROLK.W.
AUXILIARY RESISTANCE HEATEROUTDOOR UNIT FAN(S)
HZ.PH.VOLTSAPPROX.
F.L.A.
HZ.PH.VOLTS
F.L.A.
APPROX.
COMPRESSOR MOTOR
INDOOR TEMP. - BTU/HR
22°F AMBIENT & 70°F
(COMPRESSOR ONLY) AT
MINIMUM HEATING CAP.
(COOLING ONLY)
CONTROL °F -
HEAD PRESSURE
LOW AMBIENT
CONDITIONS - TOTAL
CAPACITY AT A.R.I.
MINIMUM COOLING
HZ.PHASE VOLTS
H.P.
APPROX.
FAN MOTOR
WATER COL.
INCHES OF
STATIC PRESS.-
APPROX. EXT.
AIR CFM
TOTAL
MINIMUM OUTSIDE AIR CFM
TYPE
UNIT
SPLIT SYSTEM HEAT PUMP UNITS SCHEDULE
BTU/HR
NOTES: 1.) ALL INDOOR UNITS SHALL BE FACTORY WIRED FOR SINGLE POINT POWER CONNECTIONS (FAN AND HEATER).
2.) 208 VOLT, 3 & 1 PHASE POWER IS BEING PROVIDED BY ELECTRICAL TO THE INDOOR HEAT PUMP UNIT SECTIONS. UNIT MANUFACTURER SHALL PROVIDE FACTORY INSTALLED RELAYS, TRANSFORMERS, ETC., AS REQUIRED TO OPERATE EQUIPMENT AT POWER REQUIREMENTS SPECIFIED ABOVE.
3.) SEER RATINGS BASED ON ARI 210/240
4.) HSPF RATING BASED ON ARI 210/240
SETPOINT
MINIMUM
CO2
MAXIMUM
SETPOINT
MAXIMUM
SETPOINT (ECONOMIZER)
N/A
161
400
N/A
N/A
N/A
60
60
60
SQUARE IN-LINE, CENTRIFUGAL, BELT DRIVEN 1430
LIGHTING CIRCUIT 112077w.301050N/A8.070
HERTZPH.
1120234w.251050N/A10.0CEILING MOUNTED, CENTRIFUGAL, DIRECT DRIVE350
REMARKS
INTERLOCK
CONTROL
VOLTS
POWER
H.P./
MIN.
IN. WTR. COL.
STATIC PRESS.
APPROX. EXT. FAN MOTOR
RPM
FAN SPEED
MAXIMUM
-INCHES
OPENING
ROOF
WALL/
APPROX.
INCHES
FAN SIZE
MINIMUMDESCRIPTIONFAN CFMFAN TYPE
FANS SCHEDULE
EF-A
EF-B
EF-C
WATTS
SEE NOTE #1 BELOW
SEE HVAC CONTROLS SPECS
CEILING MOUNTED, CENTRIFUGAL, DIRECT DRIVE
INTO THE AIRSTREAM, ANY POINT WHERE LINED DUCT IS PRECEDED BY
CONNECT TO FAN SECTION, ANYWHERE BARE DUCT LINER PROTRUDES
THIS DETAIL APPLIES TO FIRE DAMPER INSTALLATION, WHERE DUCTSNOTE !!
DUCT
NOT TO SCALE
TYPICAL DUCT LINER INTERRUPTION DETAIL
NOSING
DUCT INSULATION
METAL
FLEX. CONN.
FAN
UNLINED DUCT, BARE DUCT INSULATION EDGES ARE EXPOSED IN THE
RETURN AIR PLENUM, ETC. - SEE SPECS FOR ADDITIONAL REQUIREMENTS
NOT TO SCALE
CONDENSATE DRAIN DETAIL
B
TYPICAL AIR HANDLING UNIT
DRAIN PAN
FULL SIZE OF DRAIN
CONNECTION (MIN.)
EXTEND TO FLOOR
DRAIN.
P-TRAP
A
UNIT TYPE
DRAW-THRU
BLOW-THRU
2" PLUS "X"
1" MINIMUM
"X" PLUS 1"
2X PLUS 1"
A B
WHERE "X" = AHU STATIC PRESSURE
NOTES:
1. CONTRACTOR SHALL PROVIDE DRAIN AS REQUIRED BY
THE AIR HANDLING UNIT MANUFACTURER. IN ABSENCE OF
THOSE REQUIREMENTS, CONTRACTOR SHALL PROVED
DRAIN AS DETAILED ABOVE
2. CONTRACTOR SHALL RAISE AIR HANDLING AS REQUIRED
TO ALLOW FOR INSTALLATION OF THE DRAIN AS DETAILED
ABOVE
THREADED PLUG
(TYPICAL)
UNION
UNIT CASING
NO SCALE
CEILING MOUNTED EXHAUST FAN CONN. DETAIL
FAN MOTOR
DIRECT DRIVE
AT FAN DISCHARGE
PROVIDE FLEX. CONN.
FURNISHED ALUMINUM
FAN MANUFACTURER
CEILING
CEILING FAN
BACKDRAFT DAMPER
ALLOW WEIGHT TO BE CARRIED
STRUCTURE ABOVE - DO NOT
BY CEILING GRID
SUPPORT FAN HOUSING FROM
1/4" THREADED RODS
WITH RUBBER IN SHEAR
MOUNTS
FURNISHED BRACKET
MANUFACTURER
FOR HANGER RODS
GRILLE
METAL CLG. PANEL
24x24 OR 24x48
VIBRATION ISOLATOR-TYP.
FLEXIBLE CONNECTION
RECTANGULAR DUCT-SEE
PLANS FOR SIZE & LOCATION
HANG FROM
CONSTRUCTION
ABOVE
AUTOMATIC
GRAVITY
DAMPER
HANGER RODS
HANGER RODS
FAN MOTOR
ANGLE SUPPORTEXHAUST FAN
CABINET TYPE IN-LINE CENTRIFUGAL FAN DETAIL
NOT TO SCALE
DISCHARGE AIRFAN INLET
FILTER FRAME
& FILTER - SEE
SPECIFICATIONS
CONTINUES OVER/ACROSS OPENING
FIRE RATED PARTITION-PARTITION
DAMPER INSTALLATION GUIDE
SMOKE, AND RADIATION
AS PER SMACNA FIRE,
TYPE 3B DAMPER FRAME
STEEL WALL SLEEVE
REPLACEABLE FUSIBLE LINK
(IF APPLICABLE)
(IF APPLICABLE)
DUCTWORK
ACOUSTICAL LINING
EXTERNAL INSULATION
DUCT SEAL ADHESIVE
ADHESIVE
TWO COATS OF VAPOR BARRIER
COATING WITH GLASS CLOTH
EMBEDDED BETWEEN COATS
DUCT SEAL ADHESIVE
MINIMUM 16 GAUGE
GUIDE
AS PER SMACNA GUIDE
TO WALL SLEEVE AT 8" O.C.
SECURE RETAINING ANGLES
O.C.'s AS PER SMACNA
TO WALL SLEEVE AT 8"
SECURE DAMPER FRAME
BREAKAWAY SLIP (S) JOINT
OF OPENINGS
MINIMUM AND COVER CORNERS
LAP STRUCTURAL OPENING 1"
RETAINING ANGLES. ANGLES MUST
1-1/2" x 1-1/2" x 10 GAGE
NOT TO SCALE
WALL MOUNTED FIRE DAMPER DETAIL
CLEARANCE: 1/8" PER LINEAR FT
FACE OF WALL
EXTERNAL INSULATION
NOTES:
1) PROVIDE FIRE DAMPERS IN ALL DUCTS PENETRATING FIRE RATED WALLS, CEILINGS, FLOORS AND ANY
TYPE OF RATED ASSEMBLY - REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIRE RATINGS.
SYMBOLS
DENOTES VERTICAL ACTION FIRE DAMPER
DENOTES HORIZONTAL ACTION FIRE DAMPER
2.) VERTICAL ACTION INSTALLATION SHOWN. HORIZONTAL ACTION DAMPER INSTALLATION SIMILAR
WALL MOUNTED DUCTLESS HEAT PUMP UNIT SCHEDULE
INDOOR UNIT MCA - POWER
INDOOR FAN CFM AT HIGH SPEED
MINIMUM AUX. ELECTRIC RESISTANCE HEAT - KW
MINIMUM HEATING CAP. (COMPRESSOR ONLY) AT 70°F INDOOR & 17°F AMBIENT - BTU/HR
MINIMUM TOTAL COOLING CAP. AT A.R.I. CONDITIONS - BTU/HR
MINIMUM HSPF AT ARI 210/240 CONDS.
OUTDOOR UNIT MOP
OUTSIDE AIR CFM
UNIT TYPE
8.2
1.5 - 208V, 1 PH. , 60 HZ.
18,000
N/A
0
400
13,000
DHP-A
OUTDOOR UNIT MCA (COMPRESSOR AND COND. FAN) - POWER 13.0A - 208V, 1 PH., 60 HZ.
MINIMUM S.E.E.R. AT ARI 210/240 CONDS 15.0
20.0A - 208V., - 1PH., 60HZ.
NOTES
EXHAUST/RETURN AIR REGISTER SCHEDULE
1
9x90 - 140
1
341-460
241-340
141-240
4
3
2
4
3
2
16x16
14x14
12x12
RANGE
R.A.
SYMBOL
EXH.
CFM
IN. x IN.
SIZE -
CEILING EXH. OR RETURN REG.
CEILING EXH. OR RETURN REG.
CEILING EXH. OR RETURN REG.
CEILING EXH. OR RETURN REG.
DESCRIPTION
20 9x6
20
20
20
16x9
14x7
12x7
MAXIMUM
NC
RATING
DUCT
SIZE
BRANCH
1.) RUNOUTS/BRANCH DUCTS SHALL BE AS SCHEDULED ABOVE
UNLESS NOTED OTHERWISE ON THE DRAWINGS
11201/2 h.p..611019N/A15.0
14.0
14.0
NOTES:
1.) UNDER NORMAL OPERATION, FAN SHALL OPERATE VIA LIGHTING CIRCUIT. UPON A STORM EVENT MAIN POWER FAILURE, FAN SHALL CONTINUE TO OPERATE VIA INVERTER POWER TO THE LIGHTING CIRCUIT
2
REVISED
04-27-18
2
REVISED
04-27-18
17-153
02-20-18
SHEET TITLE :
MCKEE JOB # :
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MONTGOMERY, AL. 36104800 S McDONOUGH STREET
334.263.4406
ZGOUVAS, EIRING & ASSOCIATESCONSULTING ENGINEERS
THE INFORMATION CONTAINED IN THIS DRAWING IS COPYRIGHTED MATERIAL AND SHALL NOT BE REPRODUCED, DIGITIZED, OR REVISED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF ZGOUVAS, EIRING AND ASSOCIATESZEA PROJECT NUMBER 18-41
DRAWN BY :
02.20.18
M2
HVAC SCHEDULES
AND DETAILS
C. WARD
T. ZGOUVAS
1
04-02-18 (DELETED AND
REVISED PER #2 BELOW
2
04-26-18
04-26-18
17-153
02.23.18
SHEET TITLE :
MCKEE JOB # :
DRAWN BY :
DATE:
SHEET NO. :
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REVISED DATE:
REVISED DATE:
REVISED DATE:
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3102 Highway 14Gunn & Associates, P.C.Consulting Engineers
Millbrook, AL 36054Tel: 334.285.1273Fax: 334.285.1274
GA#17-178
02-23-18
E0.1
ELECTRICAL LEGEND &NOTES
PANELS AND POWER
MISCELLANEOUS
FIRE ALARM SYSTEM
CEILING OUTLETS
ELECTRICAL LEGEND
WALL OUTLETS
TELEPHONE & TELEVISION SYSTEMS
BRANCH CIRCUITING
MISCELLANEOUS EQUIPMENT
CLOSED CIRCUIT TELEVISION
GENERAL ELECTRICAL NOTES:
LIGHTING CONTROLS
INTERCOM SYSTEM
04-02-18
04-25-18
17-153
02.23.18
SHEET TITLE :
MCKEE JOB # :
DRAWN BY :
DATE:
SHEET NO. :
M c K
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REVISED DATE:
REVISED DATE:
REVISED DATE:
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3102 Highway 14Gunn & Associates, P.C.Consulting Engineers
Millbrook, AL 36054Tel: 334.285.1273Fax: 334.285.1274
GA#17-178
02-23-18
SCALE: 1/8" = 1'-0" CANOPY SITE PLAN - ELECTRICAL1
E1.1
E1.2
CANOPY SITE PLAN -ELECTRICAL
NO SCALEKEY PLAN
8'
1/8" = 1'-0
0 8 16 FT
GRAPHIC SCALE
04.25.17
SITE LEGEND