suite 505 · · 47807 · ph. 812.235.1300 · … · f. astm f567 standard practice for installation...

Suite 505 · · 47807 · ph. 812.235.1300 · www.holderdesign.net

Honey Creek Collision New Facility – A17-035 March 16, 2018 Addendum #2

The following items have been addressed in the below narrative as clarifications and/or additional information to the current set of construction documents. Instruction to Bidders Bids due 5:00pm (EST) on March 27, 2018 at the Holder Design office

A0.0 Cover Sheet

1. Replace sheet with attached sheet affixed with revision note ‘2 – Addendum 2 – 03.16.2018’

A0.1a Site Plan – Base Bid

1. Replace sheet with attached sheet affixed with revision note ‘2 – Addendum 2 –

03.16.2018’ 2. Guardrail information added

A1.0 Proposed Floor Plan

1. Replace sheet with attached sheet affixed with revision note ‘2 – Addendum 2 –

03.16.2018’

2. Door schedule revised – Door and frame elevations are separated for readability purposes 3. Hardware schedule revised 4. Door/ frame elevations revised 5. Door 109 to be AL storefront door with AL frame. Door 117a changed to double-flush

6. Window tags added A6.0 Finish Floor Plan & Schedule

1. Replace sheet with attached sheet affixed with revision note ‘2 – Addendum 2 – 03.16.2018’

2. Wall Tile specification added

3. Wall Tile locations revised 4. VCT can be glued directly to plywood subfloor

A5.3 Stair Section and Details

1. Add sheet to set affixed with revision note ‘2 – Addendum 2 – 03.16.2018’

A7.0 Window Elevations

1. Add sheet to set affixed with revision note ‘2 – Addendum 2 – 03.16.2018 Q&A

1. How about cleanouts for the storm sewer, how many? Answer: A wye type connection with a screw off cap at each that allows for a cleanout up next to the building is suggested.

Suite 505 · · 47807 · ph. 812.235.1300 · www.holderdesign.net

2. What is the size of the airline loop? Answer: Air Line Loop to be 1-1/2” diameter

3. Specifications call for Kawneer Storefront, is Tubelite acceptable? Answer: ‘or equal’ substitutions are accepted

4. Is all storefront to be Black Anodized? Answer: Yes

5. Are upper windows in shop area Storefront windows? Answer: Yes

6. Does the glass need to be insulated for the interior storefronts/ doors that install between the offices and detailing? Answer: Yes, Reference sheet A7.0

7. Sheet C7.0 only states standard concrete pavement or concrete drive pavement. Which pavement do you want at the entrances as well as the dumpster pad? Answer: 8” concrete for both dumpster and drives, the 6” for the aprons adjacent to overhead doors

8. Are we to seed the lawn areas? Answer: Yes, contractor responsible for seeding.

Clarifications 1. Site Plan Clarifications:

Michael R. Waldbieser Engineering site plan (Sheet US1) utility locations to prevail over Myers Engineering

Use Myers Engineering (Civil) for curb details Reference Holder Design Site plans (Sheet A0.1a and A0.1b) for entry drive

locations but use Myers Engineering (Civil) for drive details Follow Myers Engineering site plan for all dumpster pad locations and line striping

locations with the exception of one pad that is located on the southwest side of the building on Holder Design site plan – Reference Myers dumpster pad details

2. ‘Or Equal’ products are accepted for ACM Panels, Contractor responsible for matching performance specifications.

3. Reference detail 1/A5.0 for FRP location and height. Install base ‘B2’. Reference sheet

A6.0 for wall base specification 4. Downspout boots specification attached. ‘Or Equal’ accepted

5. Cabinetry specifications shall follow sheet A6.0. Disregard specification 2.1A in Section 10800: Pre-finished Wood Cabinets. ‘Or equal’ substitutions are accepted for Medallion cabinetry.

6. Water main service shall be a 3” sdr21

7. Change specification for Oil Water Separator to #Z1186-ST-500-HD 8. Contractor to include perimeter fence and sliding gate in bid. Specification for a medium

weight commercial application is attached Chain link fabric – 9 gauge galvanized Line post – 2” 20 weight galvanized Terminal post – 3” 20 weight galvanized Slide gate post – 4” 40 weight galvanized

Top rail – 1-5/8” 20 weight galvanized The above mentioned items are to be incorporated into this project immediately.

Thank you,

Matthew L. Holder, AIA

END OF ADDENDUM ALL RECIPIENTS OF THIS ADDENDUM ARE TO CONTACT THE AUTHOR IMMEDIATELY WITH ANY COMMENTS AND/OR QUESTIONS

REGARDING ITS CONTENTS

Merchants Metals® Section 32 31 13 Chain Link Fence and Gates 1

MERCHANTS METALS®

SECTION 32 31 13 GALVANIZED CHAIN LINK FENCE AND GATES 2014

PART 1 GENERAL

1.1 RELATED DOCUMENTS

A. DIVISION 01 - GENERAL REQUIREMENTS: Drawings, quality, product and

performance requirements, general and supplemental conditions apply as applicable

to the project and project documents.

1.2 SUMMARY

A. This Section includes industrial/commercial chain link fence and gates

specifications:

1. Galvanized steel coated chain link fabric

2. Galvanized steel framework and fittings

3. Gates: swing and cantilever slide

4. Barbed wire

5. Installation

B. Related Sections:

1. 01 33 23 Shop Drawings, product data

2. 01 43 13 Manufacturers Qualifications

3. 03 30 53 Miscellaneous Cast in Place Concrete

4. 25 50 00 Integrated Automation [pertinent to gate operator access control]

5. 26 01 02 Electrical distribution [relating to gate operators]

6. 31 22 19 Finish Grading

1.3 REFERENCES

A. ASTM A121 Specification for Metallic-Coated Carbon Steel Barbed Wire

B. ASTM A392 Specification for Zinc-Coated Steel Chain-Link Fence Fabric

C. ASTM A780 Standard Practice for Repair of Damaged and Uncoated Areas of Hot-

Dip Galvanized Coatings

D. ASTM F552 Standard Terminology Relating to Chain Link Fencing

F. ASTM F567 Standard Practice for Installation of Chain Link Fence

G. ASTM F626 Specification for Fence Fittings

H. ASTM F900 Specification for Industrial and Commercial Swing Gates


I. ASTM F1043 Specification for Strength and Protective Coatings of Steel Industrial

Chain Link Fence Framework

J. ASTM F1083 Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized)

Welded, for Fence Structures

K. ASTM F1184 Specification for Industrial and Commercial Horizontal Slide Gates

L. ASTM F2200 Specification for Automated Vehicular Gate Construction

M. UL325 Automatic operators: Door, Drapery, Gate, Louver and Window

1.4 SUBMITTALS

A. Shop drawings: Site plan showing layout of fence location with dimensions,

location of gates and opening size, cleared area, elevation of fence, gates, footings

and details of attachments. Comply with the provisions of Section 01 33 23.

B. Material samples: When required, provide representative samples of chain link

fabric, framework and fittings. <Specify size and number of samples>

C. Specification Changes: May not be made after the date of bid.

PART 2 – PRODUCTS

2.1 MANUFACTURERS

A. Framework, posts, rails, fabric, and fittings for chain link fence system:

1. MERCHANTS METALS®

www.merchantsmetals.com

[email protected]

Phone: (888) 260-1600 Fax: (888) 261-3600

2.2 CHAIN LINK FABRIC

A. Steel Chain Link Fabric: [Height or heights indicated on drawings] <Select from

table below and insert ASTM serial designation, mesh size, wire gauge, coating

specification, including class and color when applicable, top/bottom selvage >

1. Zinc-Coated Steel Fabric: ASTM A392 hot dipped galvanized before

weaving (GBW) or after weaving (GAW).

a. Class 1 - 1.2 oz/ft² (366 g/m²)

b. Class 2 - 2.0 oz/ft² (610 g/m²) <available 9 and 6 gauge>

2. Fabric Selection Table: Steel chain link mesh sizes and gauges produced in

one piece widths 3 feet (910 mm) to 12 feet (3660 mm)

http://www.merchantsmetals.com/

mailto:[email protected]


Mesh Size 6 gauge

core 9 gauge

core 11 gauge

core 11 1/2

gauge core 12

Gauge core Notes

In. (mm) 0.192 in. 0.148 in. 0.120 in. 0.113 in. 0.105 in.

4.88 mm 3.76 mm 3.05 mm 2.87 mm 2.67 mm N/A = Not applicable for

2 (50) yes yes yes N/A N/A industrial/commercial

1 ¾ (44) yes yes yes N/A N/A applications

1 (25) N/M yes yes N/A N/A N/M = Not manufactured

5/8 (16) N/M yes yes yes yes* *12 ga. only per F668

1/2 (13) N/M yes yes yes yes*

3/8 (10) N/M N/M yes yes yes*

2170 lbf 1290 lbf 850 lbf 750 lbf 650 lbf Wire Break Strength

(9650 N) (5740 N) (3780 N) (3340 N) (2895 N)

3. Fabric selvage:

Standard fabric selvage for 2 in (50 mm) mesh 72 in. (1.8 m) high and

higher is knuckle finish at one end, twist at the other, [K&T]. < Specify

K&K for added safety for play and park applications>

Fabric less than 72 in (1.8 m), knuckle finish top and bottom, K&K.

[Manufacturing and installation issues dictate all mesh sizes less than 2 in.

(50 mm) have a knuckle selvage for both top and bottom, K&K.]

2.3 ROUND STEEL PIPE FENCE FRAMEWORK [Specify option A. or B.]

A. Round steel pipe and rail: Schedule 40 standard weight pipe, in accordance with

ASTM F1083, 1.8 oz/ ft² (550 g/m²) hot dip galvanized zinc exterior and 1.8 oz/ft²

(550 g/m²) hot dip galvanized zinc interior coating.

Regular Grade: Minimum steel yield strength 30,000 psi (205 MPa)

High Strength Grade: Minimum yield strength 50,000 psi (344 MPa)

[Specify Grade: Regular or High Strength]

1. Line post <Insert outside diameter, zinc coating, weight >

2. End, Corner, Pull post <Insert outside diameter, zinc coating, weight >

3. Top, brace, bottom and intermediate rails, 1.660 in. (42.2 mm) OD: <Insert

outside diameter, zinc coating, weight>

B. Round steel pipe and rail: Cold-rolled electric-resistance welded pipe in accordance

with ASTM F1043 Materials Design Group IC (LG-40), minimum steel yield

strength 50,000 psi (344 MPa). Type B external coating, hot dip galvanized zinc 0.9

oz/ ft² (305 g/m²) with a clear polymeric overcoat, Type D interior 90% zinc-rich

coating having a minimum thickness of 0.30 mils (0.0076 mm).

1. Line post <Insert outside diameter, weight>

2. End, Corner, Pull post < Insert outside diameter, weight>

3. Top, brace, bottom and intermediate rails, 1.660 in. (42.2 mm) OD: <Insert,

outside diameter, weight>


C. Typical post and rail size for normal Commercial / Industrial applications Item Fence Height Outside

Diameter *F1083

Schedule 40 F1043-IC (LG-40)

Inches (mm) Weight lb/ft (kg/m)

Weight lb/ft (kg/m)

Line up to 6 ft. (1.8 m) 1.900 (48.3) 2.72 (4.0) 2.28 (3.39) post over 6 to 8 ft. (1.8 to 2.4 m) 2.375 (60.3) 3.65 (5.4) 3.12 (4.64)

over 8 to 12 ft. (2.4 to 3.7 m) 2.875 (73.0) 5.79 (8.6) 4.64 (6.91) over 12 to 16 ft. (3.7 to 4.9 m) 4.000 (101.6) 9.11 (13.6) 6.56 (9.78)

Terminal up to 6 ft. (1.8 m) 2.375 (60.3) 3.65 (5.4) 3.12 (4.64) post over 6 to 8 ft. (1.8 to 2.4 m) 2.875 (73.0) 5.79 (8.6) 4.64 (6.91)

over 8 to 12 ft. (2.4 to 3.7 m) 4.000 (101.6) 9.11 (13.6) 6.56 (9.78) over 12 to 16 ft. (3.7 to 4.9 m) 6.625 (168.3) 18.97 (28.2) Not available 8.625 (219.1) 28.58 (42.5) Not available

Rails

1.660 (42.2)

2.27 (3.4)

1.84 (2.74)

*Regular Grade F1083 Schedule 40

Framework Wind Load Caution:

Fences containing windscreens or privacy slats (Priva-Max®) and fences

greater than 8 feet (2.4 m) in height using, 1 in. (25 mm) mesh or smaller -

recommend a wind load force analysis for post selection and post spacing. See

Chain Link Manufactures Institute – Wind Load Guide CLFMI: WLG 2445.

A interactive Wind load Fence Post Calculator is available at

www.wheatland.com]

2.4 TENSION WIRE

A. Metallic Coated Steel Marcelled Tension Wire: 7 gauge core (0.177 in.) (4.50 mm)

marcelled wire complying with ASTM A824 [Match coating type to that of the

chain link fabric] <Insert metallic coating Type and class when applicable>

1. Type II Zinc-Coated, ASTM A817 Class 4 - 1.2 oz/ft² (366 g/m²)

2. Type II Zinc-Coated, ASTM A817 Class 5 - 2.0 oz/ft² (610 g/m²)

2.5 BARBED WIRE

A. Metallic Coated Steel Barbed Wire: Comply with ASTM A121, Design Number

12-4-5-14R, double 12-½ gauge (0.099 in.) (2.51 mm) twisted strand wire, with 4

point 14 gauge (0.080 in.) (2.03 mm) round barbs spaced 5 inches (127 mm) on

center. Match coating type to that of the chain link fabric. <12-4-5-14R is

specifically designed for chain link fence applications> <Insert material coating

specification including type and class when applicable>

1. Coating Type Z - Zinc-coated: Strand wire coating Type Z, Class 3, 0.80

oz/ft² (254 g/m²), barb coating 0.70 oz/ft² (215g/m²).

http://www.wheatland.com/


2.6 FITTINGS

A. Tension and Brace Bands: Galvanized pressed steel complying with ASTM F626,

minimum steel thickness of 12 gauge (0.105 in.) (2.67 mm), minimum width of 3/4

in. (19 mm) and minimum zinc coating of 1.20 oz/ft² (366 g/m²). Secure bands with

5/16 in. (7.94 mm) galvanized steel carriage bolts.

B. Terminal Post Caps, Line Post Loop Tops, Rail and Brace Ends, Boulevard Clamps,

Rail Sleeves: In compliance to ASTM F626, pressed steel galvanized after

fabrication having a minimum zinc coating of 1.20 oz/ft² (366 g/m²).

C. Truss Rod Assembly: In compliance with ASTM F626, 3/8 in. (9.53 mm) or 5/16”

(7.94 mm) diameter steel truss rod with a pressed steel tightener, minimum zinc

coating of 1.2 oz/ft² (366 g/m²), assembly capable of withstanding a tension of

2,000 lbs. (970 kg).

D. Tension Bars: In compliance with ASTM F626. Galvanized steel one-piece length 2

in. (50 mm) less than the fabric height. Minimum zinc coating 1.2 oz. /ft² (366

g/m²).

*[Bars for 2 in. (50 mm) and 1 ¾ in. (44 mm) mesh shall have a minimum cross

section of 3/16 in. (4.8 mm) by 3/4 in. (19 mm)]

*[Bars for 1 in. (25 mm) mesh shall have a cross section of 1/4 in. (6.4 mm) by 3/8

in. (9.5 mm)]

*[Small mesh 3/8 in. (10 mm), 1/2 in. (13 mm) and 5/8 in. (16 mm) shall be

attached (sandwiched) to the terminal post using a galvanized steel strap having a

minimum cross section of 2 in. (51 mm) by 3/16 in. (4.8 mm) with holes spaced 15

in. (381 mm) on center to accommodate 5/16 in. (7.9 mm) carriage bolts which are

to be bolted thru the strap the mesh and thru the terminal post.]

E. Barbed Wire Arms: In compliance with ASTM F626, pressed steel galvanized after

fabrication, minimum zinc coating of 1.20 oz. /ft² (366 g/m²), capable of supporting

a vertical 250 lb (113 kg) load. [Type I – three strand 45 degree (0.785 rad) arm]

[Type II – three strand vertical arm] [Type III – “V” shaped six strand arm]

2.7 TIE WIRE and HOG RINGS

A. Basic commercial / industrial applications - specify 9 gauge core aluminum alloy

ties and hog rings per ASTM F626.

B. Added security or fence containing privacy (Priva-Max®) slats specify 9 gauge

core (0.148) (3.76 mm) steel Galvanized Before Weave (GBW) with preformed

power fastened wire ties and preformed hog rings having minimum zinc coating

1.20 oz/ft² (366 g/m²) per ASTM F626.

2.9 SWING GATES


A. Swing Gates: Galvanized steel pipe welded fabrication in compliance with ASTM

F900. Gate frame members 1.900 in. OD (48.3 mm) <Insert pipe specification>

[ASTM F 1083 schedule 40 galvanized steel pipe] or [ASTM F1043 Group IC

(LG-40) galvanized steel pipe] Frame members spaced no greater than 8 ft. (2440

mm) apart vertically and horizontally. Welded joints protected by applying zinc-

rich paint in accordance with ASTM Practice A780. Positive locking gate latch,

pressed steel galvanized after fabrication. Galvanized malleable iron or heavy

gauge pressed steel post and frame hinges. Provide lockable drop bar and gate

holdbacks with double gates. <Match gate fabric to that of the fence system>

Gateposts per ASTM F1083 schedule 40 galvanized steel pipe. <Select the

gatepost diameter from table 2.9 B> <Insert diameter and weight>

B. Gateposts: Regular Grade ASTM F1083 Schedule 40 pipe Gate fabric height up to and including 6 ft. (1.2m)

Gate leaf width Post Outside Diameter Weight

up to 4 ft. (1.2 m) 2.375 in. (60.3 mm) 3.65 lb/ft (5.4 kg/m) over 4 ft. to 10 ft. (1.2 to 3.05 m) 2.875 in. (73.0 mm) 5.79 lb/ft (8.6 kg/m) over 10 ft. to 18 ft. (3.05 to 5.5 m) 4.000 in. (101.6 mm) 9.11 lb/ft (13.6 kg/m)

Gate fabric height over 6 ft. to 12 ft. (1.2 to 2.4m)

Gate leaf width

up to 6 ft. (1.8 m) 2.875 in. (73.0 mm) 5.79 lb/ft (8.6 kg/m) over 6 ft. to 12 ft. (1.8 to 3.7 m) 4.000 in. (101.6 mm) 9.11 lb/ft (13.6 kg/m) over 12 ft. to 18 ft. (2.4 to 5.5 m) 6.625 in. (168.3 mm) 18.97 lb/ft (28.2 kg/m) over 18 ft. to 24 ft. (5.5 to 7.3 m) 8.625 in. (219.1 mm) 28.58 lb/ft (42.5 kg/m)

2.10 HORIZONTAL SLIDE GATES

A. Cantilever Slide Gates: SECURE-TRAC® Made in accordance with ASTM F

1184 Type II Class 2, and in compliance with UL-325, and ASTM 2200. (No

substitution) Gate to be made of Aluminum Alloy 6005A-T61. All square members

are 2" sq. weighing 0.94 lb/FT (139 kg/m). Complete frame welded to top one piece

track and 4" x 2" bottom rail weighing 1.71 lbs./ft. (2.54 kg/m) Supply 2 truck

assemblies that are swivel type having lubricated and scaled ball bearing wheels

that will align in the track during all normal operations of the gate.

Standard Opening Standard Support Overhang

11'-0" (3354 mm) through 14'-0" (4267 mm) 7'-6" (2286 mm)

15'-0" (4572 mm) through 22'-0" (6706 mm) 10'-0" (3048 mm)

23'-0" (7010 mm) through 30'-0" (9144 mm) 12'-0" (3857 mm)

31'-0" (9449 mm) through 40'-0" (12192 mm) 16'-0" (4876 mm)

Gates 31'0" (9449 mm) through 40'0" (12192 mm) dual top tracks and two

additional truck assemblies. For gates over 40’0” (12192 mm), contact Merchants

Metals for custom drawings and specs.

B. Chain Link 2” Fabric: Galvanized After Weaving


C. Finish - choose one: Natural Aluminum or Polymer coated horizontal slide gates

and posts shall match the coating type and color as that specified for the fence

framework, available colors - black, green, or brown.

D. Gateposts, 4” O.D. (101.6 mm) schedule 40 weighing 9.11 lb/ft (13.6 kg/m). Single

gates with single tracks require 3 gate posts. (1 latch post and 2 support posts)

Single gates with dual tracks require 5 gate posts. (1 latch and 2 dual support posts)

Double gates require twice the number of support posts but do not have a latch post.

E. Electrically operated horizontal slide gates must be manufactured and installed to

comply with the safety requirements of ASTM F2200 and UL 325.

2.11 CONCRETE

Concrete for post footings shall have a 28-day compressive strength of 2,500 psi. (17.2

MPa).

PART 3 EXECUTION

3.1 CLEARING FENCE LINE

Clearing: Surveying, clearing, grubbing, grading and removal of debris for the fence

line or any required clear areas adjacent to the fence <Insert project requirement> [is

included in the earthwork contractor’s contract under the provisions of Division 31 -

Earthwork.] [is not included in the earthwork contractor’s contract and is the

responsibility of the fence contractor in accordance with the provisions of Division 31

- Earthwork.] The contract drawings indicate the extent of the area to be cleared and

grubbed.

3.2 FRAMEWORK INSTALLATION

A. Posts: Posts shall be set plumb in concrete footings in accordance with ASTM

F567. Minimum footing depth, 24 in. (609.6 mm) plus an additional 3 in. (76.2

mm) depth for each 1 ft. (305 mm) increase in the fence height over 4 ft. (1220

mm). Minimum footing diameter four times the largest cross section of the post up

to a 4.00” (101.6 mm) dimension and three times the largest cross section of post

greater than a 4.00” (101.6 mm) dimension. <Insert footing depth and diameter>

<Local codes, site soil conditions, local frost depth, fence height and wind load

may require larger diameter or deeper footings - See Chain Link

Manufactures Institute – Product Guide and Wind Load Guide CLFMI: WLG

2445> Top of concrete footing to be [at grade crowned to shed water away from the

post or 6 inches (152 mm) below grade] <Insert footing grade requirement>

crowned to shed water away from the post. Line posts installed at intervals not

exceeding 10 ft. (3.05 m) on center.


B. Top rail: When specified, install 21 ft. (6.4 m) lengths of rail continuous thru the

line post or barb arm loop top. Splice rail using top rail sleeves minimum 6 in. (152

mm) long. Rail shall be secured to the terminal post by a brace band and rail end.

Bottom rail or intermediate rail shall be field cut and secured to the line posts using

boulevard clamps or brace band with rail end. <Fences 12 feet (3.66 m) high or

higher require mid rail>

C. Terminal posts: End, corner, pull and gate posts shall be braced and trussed for

fence 6 ft. (1.8 m) and higher and for fences 5 ft. (1.5 m) in height not having a top

rail. The horizontal brace rail and diagonal truss rod shall be installed in accordance

with ASTM F567.

D. Tension wire: Shall be installed 4 in. (101.6 mm) up from the bottom of the fabric.

Fences without top rail shall have a tension wire installed 4 in. (101.6 mm) down

from the top of the fabric. Tension wire to be stretched taut, independently and prior

to the fabric, between the terminal posts and secured to the terminal post using a

brace band. Secure the tension wire to each line post with a tie wire. <Install the

top tension wire through the barb arm loop for fences having barbed wire and no

top rail.>

3.3 CHAIN LINK FABRIC INSTALLATION

Chain Link Fabric: Install fabric to [outside or inside] of the framework maintaining

a ground clearance of no more than 2 inches (50 mm). Attach fabric to the terminal

post by threading the tension bar through the fabric; secure the tension bar to the

terminal post with tension bands and 5/16 in. (7.94 mm) carriage bolts spaced no

greater than 12 inches (304.8mm) on center. Small mesh fabric less than 1 in. (25

mm), attach to terminal post by sandwiching the mesh between the post and a

vertical 2 in. wide (50mm) by 3/16 in. (4.76 mm) galvanized steel strap using

carriage bolts, bolted thru the bar, mesh and post spaced 15 in. (381 mm) on center.

Chain link fabric to be stretched taut free of sag. Fabric to be secured to the line

post with tie wires spaced no greater than 12 inches (304.8 mm) on center and to

horizontal rail spaced no greater than18 inches (457.2 mm) on center. [Aluminum

alloy tie wire shall be installed following ASTM F567: Wrap the tie around the post

or rail and attached to a fabric wire picket on each side of the post or rail by

twisting the tie wire around the fabric wire picket two full turns, cut off excess wire

and bend over to prevent injury.] [Preformed 9 gauge power-fastened wire ties shall

be installed following ASTM F626: Wrap the tie a full 360° around the post or rail

and fabric wire picket, using a variable speed drill, twist the two ends together three

full turns, cut off any excess wire and bend over to prevent injury.] Secure the

fabric to the tension wire by crimping hogs rings around a fabric wire picket and

tension wire.

3.4 BARBED WIRE INSTALLATION


Barbed Wire: Stretched taut between terminal posts and secured in the slots

provided on the line post barb arms. Attach each strand of barbed wire to the

terminal post using a brace band. <Indicate type of barb arm, Type I, II or III and

direction [inward] [outward] for installation of Type I arm. >

3.5 GATE INSTALLATION

A. Swing Gates: Installation of swing gates and gateposts in compliance with ASTM F

567. Direction of swing shall be [inward or outward.] Gates shall be plumb in the

closed position having a bottom clearance of 3 in. (76 mm), grade permitting. Hinge

and latch offset opening space shall be no greater than 3 in. (76 mm) in the closed

position. Double gate drop bar receivers shall be set in a concrete footing minimum

6 in. (152 mm) diameter 24 in. (609.6 mm) deep. Gate leaf holdbacks shall be

installed for all double gates.

Electrically operated gates must be manufactured and installed in compliance with

ASTM F2200 and UL 325.

B. Horizontal Slide Gates: Install according to manufacturer’s instructions and in

accordance with ASTM F567. Gates shall be plum in the closed position, installed

to slide with an initial pull force no greater than 40 lbs. (18.14 kg). Double gate

drop bar receivers to be installed in a concrete footing as required by site conditions

and codes. Ground clearance shall be 3 in. (76 mm), grade permitting. Electrically

operated gate installation must conform to ASTM F2200 and UL 325.

3.6 NUTS AND BOLTS

Bolts: Carriage bolts used for fittings shall be installed with the head on the secure

side of the fence. All bolts shall be peened over to prevent removal of the nut.

3.7 ELECTRICAL GROUNDING

Grounding: Grounding of the fence and gates is not the responsibility of the fence

contractor and not included in the fencing scope of work for this contract.

Grounding, when required, shall be specified and included in Contract Section 33

79 00 Site Grounding. A licensed electrical contractor shall install grounding when

required.

3.8 CLEAN UP

Clean Up: The area of the fence line shall be left neat and free of any debris caused

by the installation of the fence.

END OF SECTION 32 31 13

SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE

W"

34 "

16"

L"

B"

2"

D"

Stainless steeltamper-proofscrew (2)

Cleanout withneoprenegasket

Downspout

Downspoutboot

Shown withrubberadaptorconnection

Below Ground Discharge

Downspout

Downspoutboot

Splash block

Above Ground Discharge

A-Series: Angular Downspout Boots

As manufactured by:J.R. Hoe & Sons Inc.101 Ironwood Rd., Middlesboro, KY 409651-800-245-5521 | www.downspoutboots.com

Manufactured from ASTM A-48 Class 30 Gray Iron

Side cleanout a standard option for all downspout boots 20" or greater in length. Cast iron cover with neoprene gasket is fastened over cleanout window on main body with stainless steel tamper proof screws.

Downspout boots over 40" in length are supplied in 2-piece assemblies for ease of installation.

Install downspout boots with stainless steel expansion anchors where integral lug slots meet the building wall.

Downspout boots feature contoured, flow-efficient interior design; no boxed corners, weld seams, or choke points that increase risk of clogging.

NOTES:

MLH

PL

OT

S

CA

LE

:

DA

TE

:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

SHEET NO.

JOB NO.

SCOPE DOCUMENT

THE DRAWINGS INDICATE THE GENERAL

SCOPE OF THE PROJECT IN TERMS OF

ARCHITECTURAL DESIGN CONCEPT, THE

DIMENSIONS OF THE BUILDING, THE

MAJOR ARCHITECTURAL ELEMENTS AND

THE TYPE OF STRUCTURAL,

MECHANICAL AND ELECTRICAL

SYSTEMS. AS SCOPE DOCUMENTS, THE

DRAWINGS DO NOT NECESSARILY

INDICATE OR DESCRIBE ALL WORK THAT

IS REQUIRED FOR FULL PERFORMANCE

AND COMPLETION OF THE

REQUIREMENTS OF THE CONTRACT

DOCUMENTS. ON THE BASIS OF THE

GENERAL SCOPE INDICATED OR

DESCRIBED, THE TRADE CONTRACTORS

SHALL FURNISH ALL ITEMS REQUIRED

FOR THE PROPER EXECUTION AND

COMPLETION OF THE WORK.

AS

N

OT

ED

03.06.2018

THE SEAL(S) AND SIGNATURE(S) APPLY

ONLY TO THE DOCUMENT TO WHICH

THEY ARE AFFIXED AND WE EXPRESSLY

DISCLAIM ANY RESPONSIBILITY FOR ALL

OTHER PLANS, SPECIFICATIONS,

ESTIMATES, REPORTS, OR OTHER

DOCUMENTS OR INSTRUMENTS

RELATING TO OR INTENDED TO BE USED

FOR ANY PART OR PARTS OF THE

PROJECT.

COPYRIGHT 2018 HOLDER DESIGN, INC.

REVISIONS

A17-035

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:

Sycamore Building

19 South 6th Street, Suite 505

Terre Haute, Indiana

47807

ph. 812.235.1300

www.holderdesign.net

HOLDERDESIGN, INC.

CO

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HE

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DRAWING INDEX:

ARCHITECTURAL

COVER SHEET

ARCHITECT:

HOLDER DESIGN, INC


Terre Haute, IN 47807

PHONE:

E-MAIL:

CONTACT:

812.235.1300

[email protected]

Matthew L. Holder, AIA

DRAWING NAME#REV. 1

A0.0

REV. 2

60 WEST JOHNSON DRIVE, TERRE HAUTE, IN 47802

NORTH

PROJECT LOCATIONVIGO COUNTY,INDIANA

VICINITY MAP

GENERAL NOTES:

PROPOSED INSTRUCTIONS FOR:

PROJECT ADDRESS 60 WEST JOHNSON DRIVE

TERRE HAUTE, INDIANA 47802

PROJECT DESCRIPTION NEW PRE-ENGINEERED METAL

BUILDING

PLANNED SQUARE FOOTAGE 23,600 SF

OCCUPANCY MIXED USE: B-BUSINESS/ F1-FACTORY

CONSTRUCTION TYPE II-A

1. G.C. (GENERAL CONTRACTOR) SHALL REVIEW ALL DOCUMENTS AND FIELD VERIFY ALL

DIMENSION AND CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS

SHOWN. ANY DISCREPANCIES OR OMISSIONS, ETC... SHALL BE REPORTED TO THE

ARCHITECT IMMEDIATELY FOR CLARIFICATION PRIOR TO BEGINNING WORK RELATED

THERETO.

2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT RULES AND

REGULATIONS OF APPLICABLE STATE AND/OR LOCAL CODES , LAWS, ORDINANCES,

STATUTES AND REGULATIONS. NOTHING IN THE DRAWINGS OR SPECIFICATIONS SHALL

BE CONSTRUED AS REQUIRING OR PERMITTING WORK CONTRARY TO THESE RULES,

REGULATIONS AND CODES. REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND

SPECIFICATIONS AND APPLICABLE REGULATIONS TO ARCHITECT IMMEDIATELY.

3. THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS, AND TYPICAL DETAILS OF

CONSTRUCTION. THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION. WORK NOT

EXPLICITLY DETAILED IS ASSUMED TO BE OF CONSTRUCTION SIMILAR TO PARTS THAT

ARE DETAILED. G.C. SHALL REPORT ANY DISCREPANCIES DISCOVERED TO THE

ARCHITECT FOR RESOLUTION BEFORE PROCEEDING WITH WORK.

4. ALL DIMENSIONS SHOWN IN DRAWING ARE BASED ON SPECIFIED MATERIALS AND

EQUIPMENT. ANY CHANGES OR SUBSTITUTIONS MAY AFFECT DIMENSIONS. G.C. TO

NOTIFY ARCHITECT BEFORE MAKING CHANGES.

5. G.C. TO COORDINATE ALL WORK WITH MECHANICAL, ELECTRICAL, PLUMBING AND

FIRE-PROTECTION CONTRACTORS. G.C. SHALL SUBMIT ALL DRAWINGS TO THE

ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.

6. THE G.C SHALL COORDINATE AND COOPERATE WITH THE WORK OF SEPARATE

CONTRACTORS.

7. G.C. SHALL PROVIDE ALL SHOP DRAWINGS FOR FABRICATED ITEMS, CATALOG CUTS

FOR ALL FIXTURES AND EQUIPMENT, AND SAMPLES OF AL FINISHES SPECIFIED TO THE

ARCHITECT FOR APPROVAL THREE (3) WEEKS PRIOR TO FABRICATION AND/OR

PURCHASING.

8. ALL FIRE RESISTIVE ASSEMBLIES SHALL BE MAINTAINED AT ALL MECHANICAL,

ELECTRICAL, AND PLUMBING WALL PENETRATIONS THROUGH THE USE OF FIRE STOP

MATERIAL AT THESE LOCATIONS USING THE APPROPRIATE FIRE RATED ASSEMBLIES.

LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON

THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE

(INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES,

AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE

SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING

UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE

GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE

WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISITNG

UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE

CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.

CALL 811 OR 1-800-382-554448 HOURS BEFORE DIGGING

NORTH

OWNER:

HONEY CREEK COLLISION

775 West Johnson Drive


PHONE: 812.232.9735

E-MAIL: [email protected]

CONTACT: Mrs. Bobbi Prose

ARCHITECTURAL SITE PLAN - BASE BIDA0.1a

A6.0FINISH PLAN & SCHEDULE

A3.0 EXTERIOR ELEVATIONS

MEP ENGINEER:

MICHAEL R. WALDBIESER ENGINEERING



812.232.6510

[email protected]

Michael R. Waldbieser, P.E.

PHONE:

E-MAIL:

CONTACT:

LIFE SAFETY PLANA0.2

CONTACTS

LOCATOR MAP

STRUCTURAL

MECHANICAL

ELECTRICAL

PLUMBING

MYERS ENGINEERING, INC

525 West Honey Creek Drive


812.238.9731

[email protected]

Matt Voris

PHONE:

E-MAIL:

CONTACT:

CIVIL ENGINEER:

A4.0 ENLARGED PLANS & INTERIOR ELEVATIONS

A5.0 BUILDING SECTION & WALL SECTIONS

PROPOSED FIRST FLOOR & SECOND FLOOR PLANA1.0

REFLECTED CEILING PLANA1.1

ROOF PLANA2.0

PROJECT INFO.

GENERAL ADMINISTRATIVE RULES: (675-IAC-12)

INDIANA BUILDING CODE, 2014 EDITION: (675-IAC-13-2.6 IBC) BASED ON; 2012

INTERNATIONAL BUILDING CODE (1ST PRINTING), ANSI A117.1-2009, WITH

INDIANA AMENDMENT, EFFECTIVE DECEMBER 1, 2014

INDIANA RESIDENTIAL CODE 2005 EDITION: (675-IAC-14-4.3 ) BASED ON: 2003

INTERNATIONAL RESIDENTIAL CODE, WITH INDIANA AMENDMENTS, EFFECTIVE

APRIL 15, 2012

INDUSTRIALIZED BUILDING SYSTEMS: (675-IAC-15-1.1 THROUGH 15-1.7)

EFFECTIVE SEPTEMBER 17, 2005

INDIANA PLUMBING CODE 2012 EDITION: (675-IAC-16-1.4P ) BASED ON: 2006

INTERNATIONAL PLUMBING CODE WITH INDIANA AMENDMENTS, EFFECTIVE

DECEMBER 24, 2012

INDIANA ELECTRICAL CODE 2009 EDITION: (675-IAC-17-1.8 IEC) BASED ON: 2008

NATIONAL ELECTRICAL CODE (1ST PRINTING) WITH INDIANA AMENDMENTS,

EFFECTIVE AUGUST 26, 2009

INDIANA MECHANICAL CODE 2014 EDITION: (675-IAC-18-1.6 IMC) BASED ON: 2012

INTERNATIONAL MECHANICAL CODE (1ST PRINTING) WITH INDIANA

AMENDMENTS, EFFECTIVE DECEMBER 1, 2014

INDIANA ENERGY CONSERVATION CODE 2010, (675 IAC 19-4), (ASHRAE 90.1 2007

EDITION, AS AMENDED)

INDIANA SAFETY CODE FOR ELEVATORS, ESCALATORS, MAN LIFTS AND HOISTS;

(675-IAC-21-11-2 SCEEMH) BASED ON: AUTOMATED PEOPLE MOVER-PART 1, PART

2, AND PART 3, ANSI/ASCE/T &DI 21-08, AS AMENDED EFFECTIVE APRIL 13, 2011

INDIANA FIRE PREVENTION CODE: (675-IAC-22-2.5 IFC) BASED ON: 2012

INTERNATIONAL FIRE CODE, (1ST PRINTING) WITH INDIANA AMENDMENTS,

EFFECTIVE DECEMBER 1, 2014.

INDIANA SUPPLEMENTARY FIRE SAFETY RULES: (675-IAC-24-1 SFSR) EFFECTIVE

OCTOBER 11, 2001

INDIANA FUEL GAS CODE 2014: (675-IAC-25-3 IFGC) BASED ON: 2012

INTERNATIONAL FUEL GAS CODE (2ND PRINTING), WITH INDIANA AMENDMENTS,

EFFECTIVE DECEMBER 1, 2014

BUILDING CODES:

COVER SHEETC1.0

A0.0

FOUNDATION PLANS1

HVAC PLANM1

POWER PLANE1

SANITARY PLANP1

A4.1ENLARGED PLANS & INTERIOR ELEVATIONS

A5.1WALL SECTIONS & DETAILS

A5.2 ACM PANEL DETAILS

CIVIL

EXISTING CONDITIONSC2.0

SITE PLANC3.0

GRADING PLANC4.0

UTILITY PLANC5.0

STORMWATER POLLUTION PREVENTION PLANC6.0

EROSION CONTROL DETAILSC6.1

EROSION CONTROL PLANC6.2

GENERAL DETAILS 1C7.0

GENERAL DETAILS 2C7.1

SPECIFICATIONSC8.0

WATER PIPING PLANP2

GAS PIPING PLANP3

AIR PIPING PLANP4

FIXTURE & WATER HEATER SCHEDULEP5

OFFICE HVAC PLAN & SECOND FLOOR HVAC PLANM2

SCHEDULESM3

SCHEDULES & SPECIFICATIONSM4

LIGHTING PLANE2

ELECTRICAL SERVICE & PANELSE3

SCHEDULES & SPECIFICATIONSE4

DETAILSS2

DETAILSS3

PAINT BOOTH PIT DETAILSS4

PAINT BOOTH PIT DETAILSS5

FRAME RACK PIT DETAILSS6

ROOF FRAMING PLANS7

MEZZANINE FRAMING PLAN & COLUMN & FOOTING SCHEDULES8

OFFICE AREA DETAILSS9

SPECIFICATIONSS10

PIT PLAN VIEWS & SECTION DETAILSB

3D VIEW OF PIT2 of 2

STANDARD PIT DETAILS1 of 2

MISC.

UTILITY SITE PLANUS1

1 ADDENDUM 1 - 03.13.2018

3.13.18

3.13.18

3.13.18

3.13.18

ARCHITECTURAL SITE PLAN - ALTERNATESA0.1b

3.13.18

3.13.18

3.16.18

3.16.18

3.16.18

3.16.18

A5.3 STAIR DETAILS

A7.0 WINDOW ELEVATIONS

3.16.18

3.16.18

2 ADDENDUM 1 - 03.16.2018

AutoCAD SHX Text

HONEY CREEK COLLISION

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VANDER-

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BURGH

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POSEY

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WARRICK

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GIBSON

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PIKE

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KNOX

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PERRY

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SPENCER

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DUBOIS

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ORANGE

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CRAWFORD

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HARRISON

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SCOTT

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CLARK

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FLOYD

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HOWARD

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JACKSON

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WASHINGTON

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BROWN

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CLAY

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DAVIESS

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SULLIVAN

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VIGO

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MARTIN

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GREENE

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LAWRENCE

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OWEN

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MONROE

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MORGAN

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FOUNTAIN

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VERMILLION

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PARKE

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WARREN

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PUTNAM

AutoCAD SHX Text

HENDRICKS

AutoCAD SHX Text

TIPPECANOE

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MONTGOMERY

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BOONE

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CLINTON

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RIPLEY

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JEFFERSON

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JENNINGS

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BARTHOLOMEW

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SHELBY

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JOHNSON

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DECATUR

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RUSH

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OHIO

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SWITZERLAND

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DEARBORN

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FRANKLIN

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FAYETTE

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BLACKFORD

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DELAWARE

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HANCOCK

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MARION

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HAMILTON

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HENRY

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MADISON

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TIPTON

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GRANT

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UNION

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RANDOLPH

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WAYNE

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JAY

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ST. JOSEPH

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MARSHALL

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BENTON

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LAKE

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NEWTON

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JASPER

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WHITE

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CARROLL

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CASS

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PULASKI

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PORTER

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FULTON

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STARKE

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LA PORTE

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NOBLE

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WABASH

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MIAMI

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HUNTINGTON

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WHITLEY

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ELKHART

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KOSCIUSKO

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WELLS

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ADAMS

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ALLEN

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DE KALB

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LAGRANGE

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STEUBEN

PR

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L

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E

S 8

9°5

7'2

7" W

(M

) 2

14

.0

0' (R

) 2

14

.3

2' (M

)

PROPERTY LINE N 00°05'39" E (M) 394.00' (R) (M)

PR

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N 8

9°5

9'0

5" E

(M

) 2

14

.0

0' (R

) 2

13

.9

2' (M

)

PROPERTY LINE S 00°02'14" W (M) 394.00' (R) 393.92' (M)

9

14

39

16

16

PROPOSED BUILDING

23,600 SF

14

4

ONE WAY ONE WAY

14'-4"

18'-0"

24'-0"

11'-3"

9'-0"

9'-0"

9'-0"

9'-0"

8'-0"

9'-0"

9'-0"

5'-0"

9'-0"

8'-0"

7'-4"

8'-0"

9'-0"

9'-0"

5'-7"

17'-6"

24'-0"

18'-2"

131'-0"

24'-0" 54'-3" 83'-4" 9'-0" 144'-0" 14'-3" 24'-0" 18'-0"

18'-0"

24'-0"

37'-1 1/8"

9'-0"

24'-0"

9'-0"

37'-0 3/4"

9'-0"

9'-0"

126'-0"

50'-1 7/8"

18'-0"

18'-0"

24'-0"

18'-0"

4'-1"

18'-0"

17'-11 5/8"

4'-1"

54'-3" 83'-4" 9'-0" 144'-0" 14'-3"

18'-0"

TREATED 6" x 6" TIMBER POSTS 8'-0" O.C. TO FROST LINE AND TREATED

3" x 10" TIMBER RAIL, CHAMFER TOP EDGES. USE STEEL SPLICE PLATE

AND 5/8" DIA. x 4-1/2" CARRIAGE BOLT WITH HEX NUT & WASHER AT

CONNECTION POINTS ON RAILING. POST CONNECTION POINTS USE 5/8"

DIA. x 6-1/2" CARRIAGE BOLT WITH HEX NUT & PLATE WASHER.

TREATED 6" x 6" TIMBER POSTS 8'-0" O.C. TO FROST LINE AND TREATED

3" x 10" TIMBER RAIL, CHAMFER TOP EDGES. USE STEEL SPLICE PLATE

AND 5/8" DIA. x 4-1/2" CARRIAGE BOLT WITH HEX NUT & WASHER AT

CONNECTION POINTS ON RAILING. POST CONNECTION POINTS USE 5/8"

DIA. x 6-1/2" CARRIAGE BOLT WITH HEX NUT & PLATE WASHER.

A0.1a

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SHEET NO.

JOB NO.

SCOPE DOCUMENT




















AS

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03.06.2018










PROJECT.


REVISIONS

A17-035

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:

Sycamore Building



47807

ph. 812.235.1300


HOLDERDESIGN, INC.

A0.1

SCALE: 1/32" = 1'-0"

SITE PLAN

1

IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO BEAR ANY AND ALL EXPENSES TO REMOVE, RELOCATE AND/OR TO MODIFY ALL UTILITIES PRIVATE, PUBLIC

OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY WITH EACH UTILITY OWNER TO WHOM IS RESPONSIBLE TO REMOVE,

RELOCATE AND/OR MODIFY SUCH UTILITIES EXISTING OR PROPOSED PER THESE PLANS OR FUTURE UTILITIES PROPOSED BY OTHERS NOT INDICATED HEREIN.

THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY,

OR LOCAL AGENCY. THE AMOUNT, LOCATION, AND SIZE SHALL BE PER DIRECTION OF SUCH AGENCY.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO OR PLACED ONTO ANY PUBLIC OR PRIVATE

STREETS, DRIVES, OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE AREAS DAILY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO ABATE AIRBORNE DUST.

THE UTILITIES ON THESE PLANS MAY NOT BE A COMPLETE INVENTORY OF ALL THE UTILITIES PRESENT. THE LOCATION AND SIZE OF THESE UTILITIES ARE APPROXIMATE BASED

ON INFORMATION GATHERED OR SUPPLIED BY THE ARCHITECT. THE ARCHITECT SHALL NOT BE LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED

OR NOT INDICATED ON THESES PLANS. CONTRACTOR IS TO VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO STARTING DEMOLITION.

ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY TRAFFIC OR EQUIPMENT FUEL OIL GASOLINE ETC. BY THE

GENERAL CONTRACTOR, SUB-CONTRACTOR, OR SUPPLIER SHALL BE RECONSTRUCTED AND PAVED AT LEAST TO ITS ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS

COMPLETE.

ALL STRIPES ARE TO BE 4 INCH, WHITE, UNLESS NOTED OTHERWISE.

THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD BEFORE STARTING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE GENERAL CONTRACTOR SHALL CONTACT THE ARCHITECT

IMMEDIATELY.

THE EXCAVATION CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY MINIMUM COVER

REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE.

IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY IF ANY UTILITIES ARE

PRESENT ON SITE. ALL VERIFICATION (LOCATION, SIZE, AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATION IS AROUND OR OVER

EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE

DURING EXCAVATION.

HANDICAP RAMPS ALONG CURBS ARE TO HAVE A MINIMUM SLOPE OF 1 INCH IN 12 INCH LONGITUDINALLY. HANDICAP RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH

FEDERAL, STATE, COUNTY, CITY, AND LOCAL CODES WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS.

CARE SHOULD BE EXERCISED DURING CONSTRUCTION. THE TRAFFIC OF ALL EQUIPMENT MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF

EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN TO ALLEVIATE SUCH DAMAGE.

ALL CONSTRUCTION AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS,

WHICHEVER HAS JURISDICTION.

ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES,

BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, ADVERTISEMENTS SIGNS, ETC. DAMAGED DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED, REPLACES OR

PROTECTED BY THE GENERAL CONTRACTOR AT HIS EXPENSE. ALL DAMAGE, EXCAVATION AND/OR REMOVAL OF ANY AND ALL EXISTING PROPERTIES SHALL BE KEPT TO A

MINIMUM.

IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY AND LOCAL PERMITS FOR ANY AND ALL WORK

REQUIRED UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL PERMITS AND INSPECTION UNLESS NOTED

OTHERWISE BY CONTRACT OR SPECIFICATION.

GENERAL SITE NOTES:

CONCRETE: 4,000 PSI WITH 4-6% AIR ENTRAINMENT.

LIGHT BROOM FINISH - MATCH EXISTING

GRANULAR BASE COURSE: INDOT #53 GRANULAR BASE.

COMPACT TO 100 % DRY DENSITY - STANDARD PROCTOR.

SUBGRADE: REMOVE ALL HIGHLY ORGANIC MATERIAL AND

PROOF ROLL SURFACE. REMOVE ALL AREAS SHOWING

PUMPING AND REPLACE WITH GRANULAR MATERIAL. FILL

MATERIAL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8"

AND COMPACTED TO 100% DRY DENSITY - MODIFIED

PROCTOR.

CONCRETE SEALER/HARDENER: INSTALL TWO COATS OF

W.R. MEADOWS SEAL CURE 309-25 CURING AND SEALING

COMPOUND. RATE OF APPLICATION SHALL BE A MAXIMUM

OF 300 SF PER GALLON.

APPLICATION BY POWER SPRAYER.

1

2

3

1

2

3

6x6 W1.4/W1.4 WWF

4

4

A0.1

6

SCALE: N.T.S.

EXTERIOR SIDEWALK SLAB SECTION

WELDED WIRE FABRIC

DISCONTINUE @ EXPANSION JOINTS

PLACED AT MID-DEPTH

1/2" PREFORMED EXPANSION JOINT

MATERIAL, FULL DEPTH

LOCATE AT APPROXIMATELY 25'-0 O.C.

WELDED WIRE FABRIC

PLACED AT MID-DEPTH

LOCATE AT 5'-0 O.C.

CORNERS ROUNDED

WITH EDGING TOOL

SAW CUT

1/4 SLAB DEPTH

SIDEWALK NOTES:

INSTALL EXPANSION MATERIAL

BETWEEN ALL SIDEWALKS AND

BUILDING WALLS.

A0.1

2

SCALE: N.T.S.

JOINT DETAIL

SIDEWALK EXPANSION

A0.1

3

SCALE: N.T.S.

JOINT DETAIL

SIDEWALK CONTROL

NEW CONCRETE

SIDEWALK

SEE DETAIL 1/A1.02

WIDTH AS SHOWN ON

SITE PLAN

1" CHAMFER

PAVING

3 - #5 CONT.

#4 BENT DOWELS

AT 24" O.C.

18" EACH LEG

SLOPE

1/4"/FT MAX

A0.1

4

SCALE: N.T.S.

CONCRETE CURB/WALK

6

5

4

3

2

1

1

SURFACE COAT: BITUMINOUS SURFACE NO. 11

TACK COAT: .10 GALLON PER SQUARE YARD, RAPID

CURE LIQUID ASPHALT.

ASPHALTIC BASE COURSE: BITUMINOUS NO. 8.

PRIME COAT: .30 GALLON PER SQUARE YARD, MEDIUM

CURE LIQUID ASPHALT.

GRANULAR BASE COURSE: INDOT #53 STONE BASE -

COMPACT 95% DRY DENSITY, STANDARD PROCTOR.

GRANULAR BASE IS NOT ACCEPTABLE.

SUBGRADE: REMOVE ALL HIGHLY ORGANIC MATERIAL

AND PROOF ROLL SURFACE. REMOVE ALL AREAS

SHOWING PUMPING AND REPLACE WITH GRANULAR

MATERIAL. FILL MATERIAL SHALL BE PLACED IN LIFTS

NOT EXCEEDING 8" AND COMPACTED TO 100% DRY

DENSITY - MODIFIED PROCTOR.

NOTE: ALL BITUMINOUS MIXES SHALL BE DESIGNED

WITH AC-20 AND 3% TO 4% AIR VOIDS.

2

3

4

5

6

A0.1

7

SCALE: N.T.S.

PAVING DETAIL

6"

4"

2"

6"

4"

1 1

/2

"

6"

1'-8

"

6"

TYPICAL PARKING LOT CURB FACE

OR EDGE OF PAVEMENT

COLOR OF MARKINGS TO BE WHITE

H.C. AREAS SHALL BE BLUE

A0.1

5

SCALE: N.T.S.

TYP. PARKING STALL MARKINGS

4"

4"

RE

FE

R T

O P

LA

N

REFER TO PLAN

LIGHT DUTY ASPHLAT

1 ADDENDUM 1 - 03.13.2018

2 ADDENDUM 2 - 03.16.2018

2

2

AutoCAD SHX Text

JOHNSON DRIVE

AutoCAD SHX Text

DIXIE BEE ROAD

AutoCAD SHX Text

ALLEY

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

L

1 2 3 4 56 7 8 9 10

F

A

25'-0" 17'-0" 23'-6" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0"

11

25'-0"

12

16'-6"

257'-0"

E

D

C

B

259'-5 1/8"

41'-0"

22'-8 1/2"

91'-5"

20'-0"

20'-0"

20'-0"

15'-0"

7'-0"

7'-0"

13'-0"

7'-0"

7'-0"

4'-4 1/4"

14'-0"

4'-4 1/4"

28'-2" 12'-0" 4'-5" 12'-0" 2'-9" 12'-0" 11'-11 1/4" 14'-0" 14'-1" 10'-0" 8'-6" 6'-6" 15'-0" 10'-0" 15'-0" 10'-0" 8'-6"

1'-3 1/8"

2'-0"

2'-0"

12'-4"

7'-8 1/2"

7'-7 1/4"

15'-0"

7'-8"

3'-0"

6'-4"

3'-0"

11'-7 1/4"

3'-0" 9'-1 3/4"

4'-7 3/4" 13'-6 5/8" 5'-8"6'-4"

5'-0"

27'-2 1/4"

25'-4 1/8"

10'-0" 3'-0" 38'-8"

5'-9 1/2"

6'-0"

26'-2 1/2"

14'-0"

26'-2 1/2"

6'-0"

5'-9 1/2"

100b

PARTS/MATERIAL

STORAGE

PARTS/MATERIAL

STORAGE

PARTS/MATERIAL

STORAGE

PARTS/MATERIAL

STORAGE

PARTS/MATERIAL

STORAGE

PARTS/MATERIAL

STORAGE

HIGH

WNDW. ABV.

HIGH

WNDW. ABV.

HIGH

WNDW. ABV.

HIGH

WNDW. ABV.

LOBBY

101

OPEN OFFICE

109

IT

110

RR

107

HIGH

WNDW. ABV.

HIGH

WNDW. ABV.

HIGH

WNDW. ABV.

HIGH

WNDW. ABV.

BREAK ROOM

111

MECH./ELEC.

112

JAN.

102

RR

103

RR

104

OFFICE

105

BOBBI'S OFFICE

106

OFFICE

108

GARAGE

114

MISC.

115

RR

116

MISC.

117

101

10

2

10

3

104

10

6b

10

5b

10

8a

10

8b

10

7a

10

6a

10

5a

10

7b

110

11

1

112

11

5a

11

6

115b

11

7a

117b

100a

DETAILING

113

11

4a

11

4b

11

4c

11

4d

11

3a

11

3b

113c

1

A4.0

3

A4.1

2

A4.1

1

A4.1

4

A4.1

2

A4.0

VESTIBULE

100

P3

P3

P2

P2

P2

109

1

A5.0

12'w x 12'h OHD

5

A5.1

4

A5.1

3

A5.1

2

A5.1

2

A5.0

3

A5.0

5

A5.0

4

A5.0

P2

P2

P2

PAINT BOOTH BY OTHERS

PAINT BOOTH

BY OTHERS

14'w

x 12'h O

HD

12'w x 12'h OHD 12'w x 12'h OHD 14'w x 12'h OHD

12'w x 12'h OHD 12'w x 12'h OHD 12'w x 12'h OHD 14'w x 12'h OHD

14'w

x 14'h O

HD

3-5/8" METAL STUDS @ 16" O.C. WITH SOUND BATT AND 5/8"

GYPSUM WALLBOARD EACH SIDE. EXTEND STUDS AND GYPSUM BOARD

12" ABOVE FINISH CEILING, UNLESS OTHERWISE NOTED. USE WATER

RESISTANT GYPSUM WALL BOARD AT ALL WET WALL LOCATIONS.

TYPICAL PARTITION

P1

4 7/8"

6" METAL STUDS @ 16" O.C. WITH SOUND BATT AND 5/8" GYPSUM

WALLBOARD EACH SIDE. EXTEND STUDS AND GYPSUM BOARD TO

UNDERSIDE OF DECK, UNLESS OTHERWISE NOTED. USE WATER

RESISTANT GYPSUM WALL BOARD AT ALL WET WALL LOCATIONS.

TYPICAL PARTITION

P2

7 1/4"

6" METAL STUDS @ 16" O.C. WITH SOUND BATT AND 2 LAYERS OF

5/8" 'TYPE X' GYPSUM WALLBOARD EACH SIDE. EXTEND STUDS AND

GYPSUM BOARD TO UNDERSIDE OF DECK.

FIRE-RATED PARTITION

P3

8 1/2"

ALL PARTITIONS ARE P1 UNLESS OTHERWISE NOTED

DO

OR

NU

MB

ER

TH

IC

K

FAMILY AND TYPE

ELE

VA

TIO

N

MA

TE

RIA

L

REMARKS

SIZE

DOOR FRAME

DOOR & FRAME SCHEDULE

100a

1 3/4"102

ELE

VA

TIO

N

3'-0"

6'-0" 7'-0"1 3/4"

1 3/4"100b 6'-0" 7'-0"

F1

1 3/4"104

1 3/4"103 3'-0"

1 3/4" 3'-0"

1 3/4"105a 3'-0"

1 3/4" 3'-0"

1 3/4" 3'-0"

1 3/4"

1 3/4" 3'-0"

1 3/4" 3'-0"

1 3/4" 3'-0"

Welded/ AL/ Double-Flush

Welded/ HM/ Single-Flush

3'-0"

3'-0"

1 3/4"

1 3/4" 3'-0"

1 3/4" 3'-0"

1 3/4" 3'-0"

1 3/4" 3'-0"

1 3/4" 3'-0"

1 3/4" 3'-0"

1 3/4" 3'-0"

1 3/4" 3'-0"

3'-0"

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM


105b

106a

106b

107a

107b

108a

108b

110

111

112

113a

113b

113c

114a

114b

114c

Welded/ AL/ Single-Flush

HA

RD

WA

RE

HARDWARE SCHEDULE

HARDWARE SET #2:

PASSAGE SET: SCHLAGE

SATURN AL10S

CYLINDRICAL PASSAGE LATCH

FINISH: 626 SATIN

HINGES: STANLEY / BEST

4 1/2" x 4 1/2"

ELECTRIC THRU-WIRE

CEFBB179-54

CLOSURE: LCN CONCEALED

NOTES:

OWNER TO SELECT KEYWAY

1 3/4"101 3'-0" 6'-8" Welded/ HM/ Single-Flush

1 3/4" 3'-0"

1 3/4" 3'-0"

HM

HM

114d

115a

1 3/4" 6'-0" HM115b Welded/ HM/ Double-Flush

1 3/4" 3'-0" HM116

1 3/4" 6'-0" HM117a

1 3/4" 6'-0" HM117b Welded HM/ Double-Flush

WID

TH

HE

IG

HT

90 Min. Fire Rated Assembly

DO

OR

T

YP

E

DOOR TYPES:

1. BLACK ANODIZED ALUMINUM COMMERCIAL STOREFRONT DOOR WITH FULL-LITE

2. HOLLOW METAL COMMERCIAL DOOR WITH HALF-LITE SAFETY GLASS. GC TO PROVIDE PRIMED AND READY HM DOORS. OWNERS RESPONSIBLE FOR PAINTING

3. HOLLOW METAL COMMERCIAL DOOR. GC TO PROVIDE PRIMED AND READY HM DOORS. OWNERS RESPONSIBLE FOR PAINTING

1

1

2

1

3

HARDWARE SET #3:

PRIVACY SET: SCHLAGE

SATURN AL40S

CYLINDRICAL PRIVACY LOCK

FINISH: 626 SATIN


4 1/2" x 4 1/2"

ELECTRIC THRU-WIRE

CEFBB179-54


HARDWARE SET #1:


SATURN AL53PD

CYLINDRICAL LOCK

FINISH: 626 SATIN


4 1/2" x 4 1/2"

ELECTRIC THRU-WIRE

CEFBB179-54

1 3/4" 6'-0"109 1

AL

AL

AL

D1

D1

D1

D2

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D1

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

HARDWARE SET #4:


SATURN AL80PD

CYLINDRICAL

STOREROOM LOCK

FINISH: 626 SATIN


4 1/2" x 4 1/2"

ELECTRIC THRU-WIRE

CEFBB179-54

#1

#1

#1

#1

#1

#1

#1

#1

#1

#1

#1

#1

#1

#1

#1

#1

#1

#1

#1

#2

#2

#3

#3

#3

#3

#4

#4

#4


HM

HM

HM

HM

HM

HM

HM

AL

F3

F1

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F2

F2

F2

F2






















Welded/ HM/ Double-Flush

Floor Stop: IVES #FS439














HARDWARE SET #5:

ENTRY: PUSH / PULL COMBO SET

ROCKWOOD 11147

FINISH: US135 BLACK ANODIZED

LOCK: STANDARD DEADBOLT LOCK

WITH TOP AND BOTTOM FLUSH

BOLT LOCKS ON IN-ACTIVE LEAF


#5

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

7'-0"

7'-0"

#5

6'-4"

7'-0"

FRAME 2 (F2)

6'-8"

FRAME 3 (F3)

3'-4"

3'-0"

*VARIES

DOOR 1 (D1)

3'-0"

6'-8"

DOOR 2 (D2)

6'-4"

7'-0"

FRAME 1 (F1)

4"

2" 2"

2"

7'-4"

7'-2"

2"

2"

6'-10"

3'-0"

*VARIES

DOOR 3 (D3)

MECHANICAL

200

MECHANICAL

201

OPEN TO BELOW

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JOB NO.

SCOPE DOCUMENT




















AS

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PROJECT.


REVISIONS

A17-035

MLH

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M

SH

EE

T D

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IP

TIO

N:

-

HO

NE

Y C

RE

EK

C

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RR

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DIA

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IN

ST

RU

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IO

NS

F

OR

:

Sycamore Building



47807

ph. 812.235.1300


HOLDERDESIGN, INC.

A1.0

PR

OP

OS

ED

F

IR

ST

F

LO

OR

&

S

EC

ON

D F

LO

OR

P

LA

N

A1.0

SCALE: 3/32" = 1'-0"

PROPOSED FIRST FLOOR PLAN

1

KEYED PLAN NOTES:

1

ALL PLUMBING FIXTURES TO BE LOCATED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES.

PARTITIONS ARE DIMENSIONED FROM FACE OF STUD OR STEEL/ MASONRY, UNLESS NOTED OTHERWISE.

REFER TO WALL TYPES FOR PARTITION THICKNESS.

PROVIDE WOOD BLOCKING SUPPORT AT ALL SURFACE MOUNTED ITEMS MOUNTED TO FACE OF DRYWALL.

CAULK ALL TOILET FIXTURES TO WALL USING CLEAR SILICONE SEALANT.

PROVIDE MISCELLANEOUS METAL SUPPORTS FOR ALL CEILING SUPPORTED ITEMS.

PROVIDE WATER RESISTIVE DRYWALL IN ALL WET LOCATIONS.

PROVIDE AND INSTALL ALL EMERGENCY LIGHTS AND EXIT LIGHTS, OWNER APPROVED, IN ACCORDANCE

WITH REQUIREMENTS OF THE NFPA STANDARD NO. 101, LIFE SAFETY CODE, LATEST EDITION.

PROVIDE AND INSTALL FIRE EXTINGUISHERS AND OR CABINETS, OWNER APPROVED, AS REQUIRED BY

ALL APPLICABLE CODES

FEC CABINETS TO BE MOUNTED SO THE EXTINGUISHER HANDLE TO BE AT 48" A.F.F.

PROVIDE AND INSTALL PANIC HARDWARE AND ALL RELATED COMPONENTS AT ALL LOCATIONS REQUIRED

BY LOCAL, STATE AND FEDERAL CODES.

FIELD VERIFY ALL DIMENSIONS. FIELD VERIFY AND COORDINATE WITH ALL EXISTING CONDITIONS.

APPLIANCES PURCHASED BY OWNER, GC INSTALLED

GENERAL NOTES:

INSTALL 2 HOUR FIRE RATED COILING DOOR ON GARAGE SIDE AND A STANDARD OVERHEAD DOOR

WITH VERTICAL TRACK ON PAINT BOOTH SIDE.

INSTALL PHOTO-EYE BEAM SENSORS AT THE BOTTOM OF ALL OVERHEAD DOORS

PARTITION TYPE 'P1' - EXTEND STUDS AND GYPSUM WALL BOARD TO UNDERSIDE OF DECK

FUR OUT STEEL WALLS AND COLUMNS WITH 3-5/8" METAL STUDS @ 16" O.C. WITH SOUND BATT AND

5/8" GYPSUM WALL BOARD, WHERE NOTED

INSTALL FULL-HEIGHT INTERIOR LINER PANEL - OWNER TO SELECT COLOR

2

3

4

PARTITION TYPES:

1

2

2 2 2 2

2 2 2 2

2

A1.0

SCALE: 3/32" = 1'-0"

SECOND FLOOR PLAN

2

3

3

3

3

4

4

4

4

4

4

4

4

4

4

3

3

3

3

3

5

5

5

5

5

5

1 ADDENDUM 1 - 03.13.2018

w-1

w-2

w-2

w-3

w-4

w-4

w-4

w-4

w-4

w-4

w-4

w-4

w-5

w-6

2 ADDENDUM 2 - 03.16.2018

2

2

2

2

2

2

2

2

2

ftp://image.autodesk.com/drawing/REFRIGERATOR_1_PV.dwg





7'-4"

13'-9 3/4"

11 3/4"

4'-0"

12'-10"

1-1/2" BLACK

ANODIZED PIPE RAIL

1'-11"

1'-11"

UP

STANDARD METAL

PAN STAIR

UP

FIRST FLOOR SECOND FLOOR

3'-3 3/4" 12'-10" 5'-8 5/8"

STANDARD METAL

PAN STAIR

1'-11" 1'-11"

3'-0"

3'-6"

3'-6"

8'-9"

SECOND FLOOR

15 RISERS

STANDARD METAL

PAN STAIR

OPEN TO

BEYOND

1-1/2" BLACK ANODIZED

PIPE HAND RAIL

BLACK ANODIZED GUARD

RAIL AND HAND RAIL

FIRST FLOOR

SECOND FLOOR

3'-6"

MLH

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SHEET NO.

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SCOPE DOCUMENT




















AS

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ED

03.06.2018










PROJECT.


REVISIONS

A17-035

MLH

/ A

M

SH

EE

T D

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CR

IP

TIO

N:

-

HO

NE

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RE

EK

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IN

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F

OR

:

Sycamore Building



47807

ph. 812.235.1300


HOLDERDESIGN, INC.

A5.3

ST

AIR

D

ET

AILS

A5.3

SCALE: 1/2" = 1'-0"

STAIR 117 PLAN

1

A5.3

SCALE: 1/2" = 1'-0"

STAIR 115 PLAN

3

A5.3

SCALE: 1/2" = 1'-0"

STAIR 117 ELEVATION

2

2 ADDENDUM 1 - 03.16.2018

CONTRACTOR TO FIELD VERIFY ALL CONDITIONS BEFORE FABRICATION &

INSTALLATION OF METAL STAIR

GUARDRAILS TO BE 42" AFF

HANDRAILS TO BE 36" AFF

GENERAL NOTES:

LOBBY

101

OPEN OFFICE

109IT

110

RR

107

BREAK ROOM

111

MECH./ELEC.

112

JAN.

102

RR

103

RR

104

OFFICE

105

BOBBI'S OFFICE

106

OFFICE

108

GARAGE

114

MISC.

115

RR

116

MISC.

117

DETAILING

113

FT B1FT B1

FT B1

FT B1

FT B1

FT B1

FT B1

FT B1

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

FP

FP

P1

P1

WTFULL HEIGHT WALL TILE

(WT) ON ALL WALLS

WTFULL HEIGHT WALL TILE (WT)

ON ALL WALLS - REFERENCE

ENGINEER DRAWINGS FOR

SHOWER SURROUND SPEC

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2 B2

B2

B2B2

B2

B2

FINISH MATERIAL SCHEDULE

FINISH MATERIAL

FT

MANUFACTURER SPECIFICATIONS / COLOR NOTES

ID

P1

Floor Tile

Paint

B1

FINISH NOTES:

ALL FINISHES TO BE SUBMITTED AND REVIEWED BY OWNER/ ARCHITECT

ALL GYPSUM WALL BOARD WALLS ARE PAINTED P1 UNLESS OTHERWISE NOTED

Wall Base

Sherwin Williams

Daltile

DW

Dimensional Walls

MDC

CASEWORK + TOILET PARTITIONS

101

107

LOBBY

RR

Reception Desk: Medallion, Maple, Smoke Stain. Upper Counter: Mont Surfaces, Futuro with eased edge profile.

Lower Counter: Corian, Pine

Vanity: Medallion, Maple, Avalon Door, Smoke Stain. Counter: Corian, Pine with eased edge profile.

Provide back and side splashes.

Counters: Corian, Pine with eased edge profile. Provide back and side splashes. Use 3" Apron below counter

edge: Corian, Pine. Use metal angle brackets where required. Use pipe protection on all exposed pipes.

Toilet Partitions: Bradley, Powder Coated Steel, Owner/Architect to select from full range of standard colors

Formula, FM94 Axiom Silver, Polished, 12x24

Meadows, Brushed Stainless, DWP7119

SC

Sealed Concrete

Euclid Chemical

Owner/ Designer to Select from

Full Range of Colors

4" Maple Wood Base, Stain to match casework

111 BREAK ROOM

Medallion, Maple, Avalon Door, Smoke Stain. Soft Close doors and drawer. Counter: Corian, Pine with ease

edge profile. Hardware: Amerock, 6" Bar Pulls in Stainless Steel

116 RR

FP

Fibre-Reinforced Plastic

---

Owner/ Designer to Select from

Full Range of Colors

Install on Reception Desk

Reference Sheet A4.0 for details

WT

Wall Tile

Daltile Annapolis, Sail AP06, 6x16

Euco Diamond Hard

VT

VCT

Johnsonite Owner to select from full standard colors

B2

Wall Base

Traditional Wall Base, #40 BlackJohnsonite

MECHANICAL

200

MECHANICAL

201

VT

VT

B2

B2

MLH

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JOB NO.

SCOPE DOCUMENT




















AS

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ED

03.06.2018










PROJECT.


REVISIONS

A17-035

MLH

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M

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EE

T D

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CR

IP

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HO

NE

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RE

EK

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, IN

DIA

NA

IN

ST

RU

CT

IO

NS

F

OR

:

Sycamore Building



47807

ph. 812.235.1300


HOLDERDESIGN, INC.

A6.0

FIN

IS

H P

LA

N &

S

CH

ED

ULE

A6.0

SCALE: 3/32" = 1'-0"

FINISH PLAN

1

A6.0

SCALE: 3/32" = 1'-0"

SECOND FLOOR FINISH PLAN

1

1 ADDENDUM 1 - 03.13.2018

2 ADDENDUM 1 - 03.16.2018

2

2

2

2






4"

2'-0 1/2"

2"

2'-4"

2"

2'-3 1/2"

2"

7'-6"

2" 3'-3 1/2" 2" 3'-3 1/2" 2" 3'-3 1/2" 2" 3'-3 1/2" 2"

14'-0"

4"

2'-0 1/2"

2"

2'-4"

2"

2'-3 1/2"

2"

7'-6"

2" 3'-3"

7'-0"

2" 3'-3" 2"

7'-0"

4"2"

2'-4 1/2"

2"

2'-2 1/2"

2"

7'-4"

5'-1"

12'-5"

2" 2'-11" 2" 2'-11" 2"

6'-4"

10"

5'-9"

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

10"

2'-2"

12'-0"

2"

1'-8"

2"

2" 9'-8" 2"

T T

TTTTTT

TT

T T

T T

FINISH FLOOR FINISH FLOOR

2'-2"

10"

5'-6"

10"

2'-2" 2'-2"

5'-6"

5'-9"

3'-0"

2"

3'-6"

2"

6'-10"

2" 2'-9 5/8" 2" 2'-9 5/8" 2" 2'-9 5/8" 2" 2'-9 5/8" 2" 2'-9 5/8" 2"

15'-0"

3'-0"

2"

3'-6"

2"

6'-10"

2" 2'-9" 2" 2'-9" 2" 2'-9" 2" 2'-9" 2" 2'-9" 2"2" 3'-0" 3'-0" 2"2" 3'-0 1/2" 2" 3'-0 1/2" 2" 3'-0 1/2" 2"

30'-10 1/4"

INSULATED BLACK ANODIZED

STOREFRONT WINDOWS


STOREFRONT WINDOWS


STOREFRONT WINDOWS


STOREFRONT DOORS

MLH

PL

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TE

:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

SHEET NO.

JOB NO.

SCOPE DOCUMENT




















AS

N

OT

ED

03.06.2018










PROJECT.


REVISIONS

A17-035

MLH

/ A

M

SH

EE

T D

ES

CR

IP

TIO

N:

-

HO

NE

Y C

RE

EK

C

OL

LIS

IO

N

TE

RR

E H

AU

TE

, IN

DIA

NA

IN

ST

RU

CT

IO

NS

F

OR

:

Sycamore Building



47807

ph. 812.235.1300


HOLDERDESIGN, INC.

A7.0

WIN

DO

W E

LE

VA

TIO

NS

w-1 w-2 w-3 w-4

CONTRACTOR TO FIELD VERIFY ALL OPENINGS BEFORE FABRICATION & INSTALLATION

MULLION CENTERLINES TO LINE UP WITH METAL PANELS - COORDINATE WITH ARCHITECT

ALL ALUMINUM STOREFRONT TO BE BLACK ANODIZED

T - TEMPERED GLASS

GENERAL NOTES:

w-5 w-6

2 ADDENDUM 2 - 03.16.2018

suite 505 · · 47807 · ph. 812.235.1300 · … · f. astm f567 standard practice for installation...

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