Suite 505 · · 47807 · ph. 812.235.1300 · … · F. ASTM F567 Standard Practice for Installation...
Transcript of 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
Merchants Metals® Section 32 31 13 Chain Link Fence and Gates 2
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
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)
Merchants Metals® Section 32 31 13 Chain Link Fence and Gates 3
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>
Merchants Metals® Section 32 31 13 Chain Link Fence and Gates 4
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).
Merchants Metals® Section 32 31 13 Chain Link Fence and Gates 5
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
Merchants Metals® Section 32 31 13 Chain Link Fence and Gates 6
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
Merchants Metals® Section 32 31 13 Chain Link Fence and Gates 7
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.
Merchants Metals® Section 32 31 13 Chain Link Fence and Gates 8
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
Merchants Metals® Section 32 31 13 Chain Link Fence and Gates 9
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
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
19 South 6th Street, Suite 505
Terre Haute, Indiana
47807
ph. 812.235.1300
www.holderdesign.net
HOLDERDESIGN, INC.
CO
VE
R S
HE
ET
DRAWING INDEX:
ARCHITECTURAL
COVER SHEET
ARCHITECT:
HOLDER DESIGN, INC
19 South 6th Street, Suite 505
Terre Haute, IN 47807
PHONE:
E-MAIL:
CONTACT:
812.235.1300
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
Terre Haute, IN 47802
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
19 South 6th Street, Suite 804
Terre Haute, IN 47807
812.232.6510
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
Terre Haute, IN 47802
812.238.9731
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
PR
OP
ER
TY
L
IN
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
OP
ER
TY
L
IN
E
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
AR
CH
IT
EC
TU
RA
L S
IT
E P
LA
N - B
AS
E B
ID
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
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
19 South 6th Street, Suite 505
Terre Haute, Indiana
47807
ph. 812.235.1300
www.holderdesign.net
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
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
Welded/ AL/ Double-Flush
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
HINGES: STANLEY / BEST
4 1/2" x 4 1/2"
ELECTRIC THRU-WIRE
CEFBB179-54
CLOSURE: LCN CONCEALED
HARDWARE SET #1:
PRIVACY SET: SCHLAGE
SATURN AL53PD
CYLINDRICAL LOCK
FINISH: 626 SATIN
HINGES: STANLEY / BEST
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:
PRIVACY SET: SCHLAGE
SATURN AL80PD
CYLINDRICAL
STOREROOM LOCK
FINISH: 626 SATIN
HINGES: STANLEY / BEST
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
Welded/ AL/ Double-Flush
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/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Single-Flush
Welded/ HM/ Double-Flush
Floor Stop: IVES #FS439
Floor Stop: IVES #FS439
Floor Stop: IVES #FS439
Floor Stop: IVES #FS439
Floor Stop: IVES #FS439
Floor Stop: IVES #FS439
Floor Stop: IVES #FS439
Floor Stop: IVES #FS439
Floor Stop: IVES #FS439
Floor Stop: IVES #FS439
Floor Stop: IVES #FS439
Floor Stop: IVES #FS439
Floor Stop: IVES #FS439
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
CLOSURE: LCN CONCEALED
#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
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
MLH
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RR
E H
AU
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, IN
DIA
NA
IN
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CT
IO
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F
OR
:
Sycamore Building
19 South 6th Street, Suite 505
Terre Haute, Indiana
47807
ph. 812.235.1300
www.holderdesign.net
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
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
PL
OT
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CA
LE
:
DA
TE
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CH
EC
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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
MLH
/ A
M
SH
EE
T D
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CR
IP
TIO
N:
-
HO
NE
Y C
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EK
C
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LIS
IO
N
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E H
AU
TE
, IN
DIA
NA
IN
ST
RU
CT
IO
NS
F
OR
:
Sycamore Building
19 South 6th Street, Suite 505
Terre Haute, Indiana
47807
ph. 812.235.1300
www.holderdesign.net
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
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
MLH
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SH
EE
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CR
IP
TIO
N:
-
HO
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Y C
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EK
C
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LIS
IO
N
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RR
E H
AU
TE
, IN
DIA
NA
IN
ST
RU
CT
IO
NS
F
OR
:
Sycamore Building
19 South 6th Street, Suite 505
Terre Haute, Indiana
47807
ph. 812.235.1300
www.holderdesign.net
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
INSULATED BLACK ANODIZED
STOREFRONT WINDOWS
INSULATED BLACK ANODIZED
STOREFRONT WINDOWS
INSULATED BLACK ANODIZED
STOREFRONT DOORS
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
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
19 South 6th Street, Suite 505
Terre Haute, Indiana
47807
ph. 812.235.1300
www.holderdesign.net
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