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

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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

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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

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PROPOSEDBUILDINGFFE=651.00

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EXISTINGBUILDING

EXIS

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EXISTINGBUILDING

FFE = 655.93'

EXISTINGBUILDING

S

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SS

SS

SS

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W W W W W W

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SF

SF

SF

SF

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SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

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SF

SF

SF

SF

SF

SF

SF

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WW

WW

WW

WW

WW

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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

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LP

FREEZER

AC/MECH

PORTABLE

RAISED DECK

10 NEW SPACES

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O

R

E

M

A

I

N

EX

IS

T. W

ALK

&

C

AN

OP

Y T

O R

EM

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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

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E

M

A

I

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IS

T. W

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&

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

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S1

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.

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 :

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LAB

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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 :

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DRAWN BY :

DATE:

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LAB

REVISED DATE:

REVISED DATE:

REVISED DATE:

IM

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A

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N E

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H

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H S

CH

OO

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FR

AN

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C

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a

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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

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VA

TIO

NS

10'-0" HIGH ABOVE SIDEWALK

10'-0" HIGH ABOVE

RAMP/SIDEWALK

04.23.181

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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.

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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

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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

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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 # :

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DATE:

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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

E

E

I

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MISCELLANEOUS DETAILS

A9.1

17-153

02.19.18

SHEET TITLE :

MCKEE JOB # :

DRAWN BY :

DATE:

SHEET NO. :

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REVISED DATE:

REVISED DATE:

REVISED DATE:

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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 # :

CHECKED BY :

DATE:

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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

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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

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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