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ADJ— ADJACENT LL- LIVE LOAD
AFT— ABOVEBOVEFINISHED FLOOR LLH— LONG LEG HORIZONTAL
ALT— ALTERNATE LLV— LONG LEG VERTICAL
ALUM —ALUMINUM LVL— LAMINATED VENEER LUMBER
BRG- BEARING MAX- MAXIMUM
BS- BOTH SIDES MBH- ECH BTU/ HOUR
BTB— BACK TO BACK MC— MECHANICAL CONTRACTOR
CJIM
B— CIRCUIT BREAKER MIN — MANUFACTURER
cJ- CONTROL JOINT MIN- MINIMUM
ALLOWABLE
AREA
BASIC LOADS (ASD METHOD)
T-1 TITLE SHEET &DRAWING INDEX
T-2 GENERAL NOTES
C-1 SITE PLAN
D-1 DEMOLITION PLAN
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OCCUPANCY B (HAND CAR WASH)
B (OFFICE)
TYPE OF CONSTRUCTION 5V—B00 EXISTING
ACTUAL AREA 118 sf EXISTING WASH BAY
1180 sf EXISTING OFFICE
ALLOWABLE SOIL BEARING (STRIP): 1000 PSF NET
ALLOWABLE SOIL BEARING (COLUMN): 1000 PSF NET
FLOOR LOAD: 80 psf LL OFFICE)
ROOF LOAD: zo paf DL
W
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CM — CEILING NIC— NOT IN CONTRACT
CMU- CONCRETE MASONRY UNIT OC- ON CENTER
CO- CLEAN OUT OFCI- OWNER FURNISHED,
CONC- CONCRETE CONTRACTOR INSTALLED
THIS PROJECT IS AN INTERIOR ONLY
PROJECT THERE IS NO CHANGE OF
FIRE AREA OR NATURE OF USE
25 psf SL (OFFICE STANDARD
20 psf LL
A-1 FLOOR PLAN, SECTIONS
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CU- COPPER OFol- OWNER FURNISHED,
CW— COLD WATER OWNER INSTALLED
S-1 FOUNDATION /SLAB PLAN
_
D— DEEP/ DEPTH OTO— OUT —TO —OUT
DISC— DISCONNECT PC— PLUMBING CONTRACTOR
DL— DEAD LOAD 0— PHASE, DIAMETER
DS— DOWN SPOUT PLAM— PLASTIC LAMINATE
DWG— DRAWING (S) RO— ROUGH OPENING
EC— ELECTRICAL CONTRACTOR ROW— RIGHT OF WAY
ELEC— ELECTRIC(AL) SIM— SIMILAR
EQUP— EQUIPMENT S4S— SURFACED 4 SIDES
EW— EACH WAY T&B— TOP & BOTTOM
EWC— ELECTRIC WATER COOLER T&G— TONGUE & GROOVE
EED—RR FLOOR DRAIN TEMP— TEMPORARY
ERR— FIBERGLASS REINFORCED PLASTIC TYP—TYPICAL (THIS CONDITION
GC— GENERAL CONTRACTOR OCCURS MANY TIMES)
FIRE RESISTANCE
SNOW PER ASCE-7
MECHANICAL PLAN
E-1 ELECTRICAL PLAN
E-2 LIGHTING PLAN
P-1 PLUMBING PLAN & VENT ISO
EXTERIOR NORTH NONE 40' FIRE SEPERATION
EXTERIOR SOUTH NONE > 100' FIRE SEPERATION
EXTERIOR EAST NONE > 100' FIRE SEPERATION
EXTERIOR WEST NONE > 100' FIRE SEPERATION
FIRE SUPPRESSION SYSTEM NOT SPRINKLED
INCIDENTAL USE AREAS NONE
EGRESS
BASIC GROUND— Pg: 20 DOM-1
EXPOSURE FACTOR— Ce: .7
IMPORTANCE— Is: 1.0
THERMAL FACTOR— Ct: 1.0
FLAT ROOF LOAD— PE
(Pf=.7CIN—O g, 20psf min.)
RAIN —ON —SNOW LOAD: 5Psf
SNOW LOAD— SL: 19 sf
USE 25 psf SL (OFFICE STANDARD)
WIND PER ASCE-7
GPM— GALLONS PER MINUTE UNO— UNLESS NOTED OTHERWISE
GB— GYPSUM BOARD (DRYWALL) VCT— VINYL COMPOSITION TILE
H— HIGH VERT— VERTICAL
HB— HOSE BIBS VTR— VENT THROUGH ROOF
HORIZ— HORIZONTAL W— WIDE/ WIDTH
HT— HEIGHT WC— WATER CLOSET
HVAC— HEATING, VENTILATION, & AIR W/— WITH
CONDITIONING W/O— WITHOUT
LW— HOT WATER WH— WATER HEATER
INSUL— INSULATION WT— WEIGHT
KB —KNEE BRACE WWF— WELDED WIRE FABRIC
U
Architects
OCCUPANT LOAD AREA /FACTOR = OCC.
SPEED—
BASIC WIND SPEED— V: 115 mph
L/B RATIO: 11
EXPOSURE CATEGORY: B"
HEIGHT &EXPOSURE COEF.— k 1.0
ENCLOSED SIMPLE DIAPHRAGM
MAIN WEIRS WALLS 12.8 PSF ASD
METHOD 1 DESIGN PRESSURE,
COMPONENTS & CLADDING— Pnet UP TO —52.62 PSF
ACCORDING TO Ea
SEISMIC PER ASCE-7
HAND CAR WASH 5008f 100 5
OFFICE 1180sf 100 12
17 TOTAL
17 TOTAL < 50 ONE EXIT OK
69' < 75' COMMON PATH OK FOR ONE EXIT
REDO WIDTH 0.2"/ OCC. 2.3"
PROVIDED WIDTH 72"
# OF EXITS REQUIRED 1
# EXITS PROVIDED 2
920
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W. SMITH
TOWN,
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INDIANA
765
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itects
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JERR
PARIINER
KEIT
G. HOFFMAN,
L. G
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PAR
DER
BASIC FORCE RESIST. SYSTEM: ORDINARY MASONRY
SHEARWALLS
DRAWN:
SEISMIC USE GROUP: I
SITE CLASS: D
SECTION TAG DOOR TAGS
�\ T<—S3 — BOOR N0.
DESIGN SPECTRAL
-R., Zo G (uses)
STRUCTURAL ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
CHE
KED
REVISION
may`/3JEET . A3 OR A aELEV. N0.
<—SHEET N0 . e
HARDWARE SET
FLOOD
(IF SHOWN)
THIS STRUCTURE IS NOT WITHIN A FLOOD
ELEVATION TAG WINDOW TAGS
2 <—ELEVATION NO
- T—SHEET N0. Oi a ELEV. NO.
INUNDATION ZONE
N
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STAR
DAT
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INTERIOR ELEVATION TAG ROOM TAG
0
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PLOF
INF
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e7 ELEVATION NO. ENTRYf ROOM NAME
NO. 101 a —ROOM NO.
FILE
NAME:
Ti.d
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THIS PROJECT WAS DESIGNED UNDER, AND ALL
AnuiWebMap
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DATE:
2/7
019
:17 A
A�SHEET
f—VIEW
DETAIL TAG FINISH TAGS
�<— DETAIL Ol OA FLOOR TYPE
<—SHEET NO. WALL TYPE
CEILING TYPE
HEIGHT TAGS
100'-0' F—ELEVATION HEIGHT
Fm. FLR. r—DESCRIPTON
WORK SHALL CONFORM WITH THE FOLLOWING:
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BUILDING: 2012 INTERNATIONAL BUILDING CODE
EFFECTIVE DECEMBER 1, 2014 W/ INDIANA AMENDMENTS
ELECTRICAL: 2009 LE.0 BASED ON 2008 N.E.C. WITH
INDIANA AMENDMENTS
MECHANICAL: 2012 INTERNATIONAL MECHANICAL CODENIA
EFFECTIVE DECEMBER 1, 2014 W INDIANA AMENDMENTS
/
PLUMBING: 2006 I.P.C., W/ 2012 INDIANA AMENDMENTS
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RELEASED FOR
to compliance
of State
inn—n• � ELEVATION HEIGHT
CONSTRUCTION
with all regulations
and local Codes
ENERGY: ASHRAE 90.1 2007 EFFECTIVE 2010 W/ INDIANA
AMENDMENTSthe FIRE CODE: 2012 INTERNATIONAL FIRE CODESubject
EFFECTIVE DECEMBER 1, 2014 W/ INDIANA AMENDMENTS
- I "
City
of
Vum�otw�wAa�
11nnaR�'
a DATE: 05/16/19
01 GENERAL PROJECT
1. All ideas designs, arrangements and plans indicated b this drawing are property
9 9 P Y 9 P i Y
of je Architects and were created for use on and In connection with the specified
project. None of the ideas designs, arrangements or Ions shall be used b or
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disclosed to any P corporation an arson firm oration for purpose whatsoever without
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the written permission of US Architects.
hitects.
2. Contractors shall verify and be responsible for all dimensions and conditions on
the job. If a discrepancy should exist between a small scale drawing and an
enlarged drawing, enlarged drawing governs. Details govern over plans. Written
9 these
9 9 9 9
dimensions l these drawings shall haveprecedence drawl over scale dimensions.
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Architectural drawings govern over engineering drawings. If discrepancies exist,
request written clarification from the architect.
3. The contractor is responsible for checking all contract documents, field
conditions and dimensions for accuracy and coordination. If there are any questions
regarding these or other coordination questions, the contractor is responsible for
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obtaining a clarification from the architect before proceeding with work.
4. As a warrantee the contractor shall remedyan defects in the work and a
Y pay
for an damage to other work date
of therefrom which shall appear within a
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period of one year from the date of final payment.
5. Any damage to areas inside or outside of the project area caused by the
contractor shall be repaired to the status prior to construction at no cost to
owner.
6. All primary and subcontractors shall visit the site and familiarize themselves with
the existingbuilding and site conditions the proposed work and the location of
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surrounding utilities, topography, plants and structures which may Impact the
execution of this project.
7. All trades are responsible for installing their work to allow ceiling heights,
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mechanical work, and light futures be located as shown and for informing the
architect In advance if heights or locations can not be achieved. Proceeding with
non -coordinated work is with the understanding any costs for corrective
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modifications will the responsibility of the contractor. Trade priority shall be as
follows unless directed
ed otherwise by the architect:
a. Structure
b. Electrical lighting fixtures
c. Mechanical grilles and diffusers
d. Mechanical ductwork
e. Piping systems (including fire suppression)
f. Electrical conduit
8. All suppliers, primary, and subcontractors ore responsible for field verifying
as -built conditions prior to fabrication or assembly of building components. The
general contractor shall be responsible for coordination between components
produced by various suppliers, primary, and subcontractors.
9. Submit shop drawings and schedules to architect for approval for all cabinets,
counters, millwork, hardware, glass, frames, and doors. Allow 5 business days for
architectural review.
DEMOLITION
1. Field verify all existing conditions, locations, and dimensions prior
to commencing with demolition work. Prior to demolition, the
contractor shall conduct appropriate field surveys and testing to
determine the nature of the existing work to removed. Due to the
occur
nature of renovation work, conditions may occurur in the Feld that are
not full represented in these drawings, and the general contractor is
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to notify the architect if such conditions conflict with new work to be
done.
2. The owner assumes no responsibility for the actual condition of
structures to be demolished. Conditions existing at the time of
inspection for bidding purposes will be maintained b the owner
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insofar as radical. However, variations within the structure may
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occur by owner's removal and salvage operations prior to the start of
the demolition work.
3. The following activities shall take place only on days and time as
approved by the owner:
a. coringor saw cutting of floors or cmu concrete walls.
9 /
b. jack hammer work
c. work in rooms or Floors other than as shown the drawings.
d. interruption of power, water, data or other services to any part of
the building.
4. Indication of new materials or equipment shall infer all removal or
demolition and patching required of existing materials and substrates
for proper installation of new work per industry standards.
5. At demolition areas, remove all materials completely leaving
surfaces smooth and ready for new work. Saw cut where necessary.
Use appropriate ro riate measures to assure clean neat surfaces and to
facilitate tie-ins for new work and refinishing 9 existin work to remain.
For wall elements and devices toremain in service on demolished
walls, relocate to the nearest existing or new wall U.N.O. Confirm
location with the architect before proceeding.
6. The contractor shall repair and patch all interior surfaces which will
be exposed, where deterioration, cracks, damage, dents, holes or any
other damage has occurred. Match adjacent materials if not noted.
7. Where walls or ceilings are removed all adjacent surfaces including
walls, floors, or ceilings, which will remain exposed or provide a
thermal, fire, tenant separation or acoustical barrier are to be
repaired or replaced to like new condition. Match existing if not
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specified. All penetrations thru walls, floors, and ceiling deck shall be
grouted/firestopped around each penetrating element as required by
the local code enforcement agency.
S. Contractor shall ensure that dust and debris is prevented from
enteringnon-work areas. Compartmentalize with temporary barriers as
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required, providing dustproof enclosures over equipment such as
computer, telephone service gear, and alarm system panels during
10. US Architects is not responsible for safety on the job site. Job safety is the construction. Coordinate closure and access with the owner's rep.
responsibility of the general contractor. Shoring and demolition are ultra hazardous 9. Reconnect/reroute or properly terminate existing utilities and
activities. US Architects recommends that the building not be occupied during services as required by new work. In demolition areas, removal
these operations, except by the skilled personnel required. Design of shoring system abandoned mechanical, electrical, and plumbing elements shall
shall be by the contractor. or below wall surface to allow specified new construction and fi
11. The general contractor shall comply with all building code requirements of the Cap -off or terminate as required.
state or local authority having jurisdiction and shall obtain and pay for all required 10. Each trade shall be responsible for cutting and patching in
permits, fees, and inspections. Any permits required for plumbing, heating, or
electrical shall be aid b the respective subcontractor, but included in total cost
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of construction.
12. It is the contractor's responsibility to keep the construction site neat and clear
of excess debris as well as maintaining the adjacent public roads access the site
clear of mud and construction materials.
13. Neither the final payment nor any provision in the contract documents nor
partial or entire occupancy of the premises by the owner shall constitute an
acceptance of work not done in accordance with the contract documents.
14. General conditions of the contract for construction shall be A.I.A. Document
A201, 1987, and shall be considered in its entirety to be a part of these
specifications
15. Whenever the contract, specifications, laws, ordinances, or public authority
require an work to be specially inspected or approved, the contractor shall give
9 Y P Y P PP
the governing authority timely notice of its readiness for inspection and of the
date for inspection
16. The architect's responsibility is limited to the items shown on the drawings.
Obtain the architect's specific approval prior to deviating from the drawings. Follow
the best trade and engineering practices for the items not specifically detailed and
indicated.
17. All changes or deviations from the contract, including those for extra or
additional work, must be submitted in writing for on opprovol of the architect. No
verbal orders will be recognized.
18. These general specifications have not been composed for a specific project,
rather theare a generalized set of notes intendedtosupplement the drawings to
produce the best building possible for the owner. Some sections may not be
applicable to this specific project.
19. These notes and the drawings may refer to participants in this building project
which may not correspond precisely with the terminology set forth in the contracts
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between the various participants in this project; therefore owner, leosor, developer
P P P e P
or "other" refers to the same party unless otherwise specified; contractor, builder
refers to the some art unless otherwise specified; architect designer, interior
party P 9
designer, or engineer refers to the same art unless otherwise specified.
9 9 party P
20. At substantial completion, provide owner with Operations and Maintenance
manuals for all equipment ands systems in the project. This will be collected and
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organized into a binder and includes, but is not limited to: warranties, instructions,
maintenance programs, and operational data for mechanical/ electrical/ plumbing
equipment, installed equipment, elevators, roofing systems, etc.
ARCHITECTURAL
1. All dimensions are to the face of stud, structural center lines, or to face of
masonry or concrete, unless noted otherwise.
2. Do not scale the drawings. If there are any coordination questions or
dimensional discrepancies, the contractor is responsible for obtaining a clarification
from the architect prior to proceeding.
3. Verify all critical dimensions relating to the existing structure; existing
dimensions were determined by visual survey and existing drawings.
4. Dimensions and walls relating to existing steel columns are of highest
importance; new walls are to be laid out from columns outward to ensure correct
column placement within thickness of partitions
5. Architectural dimensions take precedence over engineering drawings for electrical
device location. If a conflict arises between the architectural and engineering
drawings immediately consult the architect
6. "Align" as used in these documents shall mean to accurately locate faces in
the some plane.
� •• walls to have type-x 5/8" mold resistant drywall and full butt
RELEASED FOR CONSTRUCTION N.O.
Subject to compliance with all regulations I wall designations are not shown through door openings for clarity
Volls above doors are considered to have rating as related wall adjacent
of State and local Codes nings. Fireseal all penetrations in rated walls to maintain fire rating
e City of Camel ((��
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DATE: \\ 05/16/19
of
be to
nishes.
existing Floors, walls and ceiling for their work where required by new
construction. Before commencingwith an cutting and patching,
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contractor shall have approval of the owner. The general contractor
shall ultimately responsible for all cutting, supporting, and
patching,
fog, if not covered by a specific trade.
11. See site plan for extent of site demolition (i.e. Pole lights,
concrete walks curbs and asphalt)
12, The general contractor shall be responsible for proper and timely
disposal of all demolished materials. Provide proper waste receptacles
P P P P
and request approval on their location and use from the owner.
Removal of debris shall be coordinated with the owner's representative
with respect to transportation schedule and routing.
13. The contractor is to return salvageable materials (doors, frames,
hardware, equipment, and lighting fixtures) to the owner and stockpile
them in an approved construction area. Dispose of these materials
after owners review and approval, unless otherwise specified in the
contract documents.
02 SITE WORK
1. All contractors working with the site in any aspect shall review
all site related drawings and shall coordinate their work with the
general contractor and/or or other contractors. /
2. Notifythe architect immediate) if there are questions regarding
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the drawings andthe specifications, unusual varying or wet
soil conditions aree d discovered, or if there are any conflicts between
the drawingsand the existing conditions.
3. No contractor shall begin work until the utility companies have
located and marked all underground utilities and disconnected any
utilities that may potentially be a hazard to the workers or others.
4. Any underground and above ground utilities to be abandoned or
removed shall be disconnected prior to the start of
demolition/construction. These utilities shall then be completely
removed. This is of particular importance remanding underground
piping which could cause erosion and undermining of building
PP 9 9 9
footings of not completely removed.
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5. Care shall be taken to protect adjacent properties neighboring
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the project against damage from construction traffic work vehicles
P 1 9 9 •
and excess site drainage. Provide erosion and runoff control as
required by governing agencies and good construction practice.
6. For structures & building slab, control soil compaction to
provide the minimum percentage of density. Compact the top 12"
of sub grade and each 9" layer of backfill or fill material at 95%
max. dry density or 90% relative dry density when tested in
accordance with ASTM D 1557 or ASTM D 2049 respectively.
7. Protect excavation bottom against freezing.
8. Do not back fill excavations until the structure is sufficiently
complete to provide horizontal and vertical bracing to the areas of
the foundation being back filled
9. All paved and graded areas must drain properly when complete.
Work that does not drain correctly will be rejected until the work is
corrected.
04 MASONRY
1. CMU shall be ASTM C-90 with type "S" mortar, running bond
unless noted otherwise.
2. Reinforcing bars shall be grade 60 deformed billet.
3. Horizontal reinforcing shall be continuous ladder -type (DuraWall)
@16" o.c. or as shown on drawings
4. Vertical reinforcing shall be $5 •48" o.c. or as shown on drawings,
in fully grouted core. Provide vertical reinforcing at all jambs, corners,
and ends.
5. Lop reinforcing splices 48 bar diameters. Ends shall have 4" hooks
w/ 4" extensions.
03CONCRETE
1. All concrete work shall, at minimum, conform to the most current
ACI-301-99, standards specification for structural concrete and
ACI-318-2002 building requirements uirements for reinforced concrete.
9
Concrete compressive tests shall be performed in accordance with
ASTM C39, with results forwarded to the architect. One set of
specimens set shall cl taken for each day of pouring and each tested
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Each set shall include one specimen tested at 7 days, 2 tested at 6
days, and one retained in reserve. Protect cylinders from freezing.
2. Follow recommendations of ACI-305R-99 when placing concrete
during hot weather and ACI-306R-99 during cold weather.
3. Form materials shall be contractor's choice and design responsibility,
selected from standard products with sufficient strength to withstand
hydrostatic head without distortion in excess of permitted tolerances
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and for easy removal without damage to concrete. Form facing for
exposed surfaces shall be steel ONO; release agents shall not
adversely affect concrete or interfere with application of coatings. Do
not remove niacin until the concrete has attained the specified
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compressive strength (F'c); for walls supporting soil loads, do not
remove until after backfilling is complete.
4. Reinforcing bars shall be ASTM A615A/615M grade 60 deformed
billet steel bars; welded wire fabric shall be ASTM A185, plain type,
flat sheets, lapped 14" min.; tie wire shall be annealed, minimum 16go
wire; chairs, bolsters, bar supports, and spacers shall be sized and
shaped for adequate support of reinforcement during placement. When
installingreinforcement comply with ACI-301 clean reinforcement of
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loose rust and mill scale and accurately position, support and secure
to insure minimum coverage, install welded wire reinforcement in
maximum possible lengths, offset lops 0 both directions and ties lice
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laps with tie wire. Lap all bar splices 3 l be: diameter, lap all corner
bars. Concrete cover for reinforcing shall be:
a. Footings: 3"
b. Walls: 2"
c. Piers: 1-1/2" ® ties
d. Slabs on grade: mid depth
5. Concrete mix design shall comply with ACI specification
ACI-211.1-97 standard practice for selecting proportions for normal
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heavyweight and mass concrete; admixtures to be added as
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recommended f ACIixture, n rates specified by the manufacturer;
submit a list of admixtures and ratios to US Architects for review. Use
the following minimum compressive strengths unless noted otherwise:
a. Footings and foundations: 3,000 psi ®28 days
b. Interior slabs on grade: 3,500 psi ® 28 days (1,800 psi ® 3 days)
c. Exterior concrete: 4,000 psi • 28 days, w/ air entrained
d. Lean concrete backfill: 1,200 psi ® 28 days
6. Vapor retarder shall be minimum 6 mil polyethylene below not less
than 2" sand or compacted gravel fill to minimize slab curling; lap all
seams minimum 6" and tape edges and ends.
7. Gravel placed below slabs shall be crushed stone or other
acceptable fill as approved by architect. Under no circumstances shall
pea gravel or other smooth round stones be placed below slabs.
8. Joint filler shall be compressible asphalt mastic with felt faces,
complying with ASTM D994 1 4" thick and 4" deep.
PN 9 / P
9. Connecting to existing concrete: Clean with a steel brush and apply
bonding agent ent in accordance with manufacturer's instructions. Dowel to
existing work with Steel rods, sized as indicated On drawings, in drilled
holes packed solid with non -shrink metallic grout.
10. Concrete finishing: Repair surface defects, including tie holes
immediately after removing formwork. Rub down or chip off fins more
tall. Saw cut joints 1/ depth of slabsP
than 1/4" 4 aced 30x slab
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thickness within 24 hours of placing.
a. Steel trowel surfaces to be left exposed and apply a chemical
hardener after slab has cured. Apply in 3 diluted coats per
manufacturer's instructions, allowing 24 hours between coats.
Heavy Broom Finish this job
b. Heavy broom finish all exterior walking surfaces U.N.O., power
floating is prohibited.
11. All footings are to bear on undisturbed soil or compacted
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engineered fill. Engineered fill beneath floor slabs and over footings
should be compacted to a dry density of at least 95% of the standard
proctor maximum dry ASTM D-698
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compaction requirement should be Increased to 1for fill supporting
by
footings. All compaction should be accomplished by placing the fill in
6" loose lifts and mechanically compacting each lift to at least the
minimums specified dry density. Field density tests should be
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performed on each lift to ensure that adequate compaction is being
achieved.
12. Foundations are designed for normal, stable soil with an assumed
safe bearing P P pressure of 2 000 sf unless otherwise noted on the
structural drawings. Verify allowable soil bearing pressure at footing
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condition. Notify the architect if saturated or other abnormal
conditions.
13, All footing elevations are to bottom of footing and are referenced
to finished floor elevation 100'-0". Increase footing depths are required
or directed by the architect.
14. Anchor bolt tolerances are 1/8" center to center, 1/4" group to
group. These tolerances must be maintained for steel to "fit." It is
advised that the GC check his subcontractor's work prior to pouring
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piers or footings. Verify size &location of sleeves, openings, embedded
items, etc. and ensure they are in place prior to pour.
1. All wood in contact with the concrete or masonry shall be pressure
treated material suitable for this application. All sill plates must be
true and level upon installation. Grout solid below sill plates installed
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on an out -of -level foundation or irregular surface.
2. Make all cuts true and square for full bearing at structural joints.
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Connect all framing securely together with nails, spikes, screws, or
approved framing connectors as noted. Install any additional
connectors if required b the local building official.
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3. Beams and headers shall be constructed according to the drawings.
All plywood specified shall be continuous and unbroken for the entire
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length of the beam or header, and shall be glued and nailed to the
other members.
4. Beam and header bearing area and columns: beams and headers
shall have double wall studs under each bearing point. This solid
bearing material shall be continuous from the beam or header down
to the foundation. Solid bearing shall be for the full width of the
beam and shall bear on the full width of the side wall or column
below. See the column schedule and structural details and elevations
of beams that . require special or increased bearing.
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5. Provide full height structural studs at all comers, around doors,
around borrowed light frames and behind all wall mounted equipment
9
and casework.
6. Plywood roof sheathing shall be installed with "H" clips and the
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long side shall always run perpendicular to the framing members.
7. Draft stopping and fire stopping shall be installed as required b
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all local and stole codes.
8. In noncombustible construction, provide fire treated blocking as
required for casework and accessories.
15 MECHANICAL
1. The mechanical contractor shall in a manner consistent with the
best trade practices, perform all work and furnish all supplies and
materials, machinery, equipment, facilities, and means necessary to
perform oil work required for the mechanical systems in the project.
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All work shall be in accordance with the provisions of the pions and
the latest issue of the applicable codes, rules, and regulations of the
local enforcement agency having jurisdiction.
2. All mechanicol plans and ductwork layouts prepared by the
architect are schematic only. Mechanical contractor is responsible for
actual sizes layouts, connection details and verification of field
conditions prior to fabrication.
3. Mechanical contractor shall be responsible for oil field coordination
with other trades to allow for the installation of all mechanical
proper
equipment, devices and access slats. Undue installation costs shall
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not be approved due to a lack of work coordination with the related
trades. Notify the architect Of all modifications to the work that
varies from the drawings.
4. Electrical specifications for oil equipment shall be provided to the
electricol contractor in a timely manner so that pre wiring and
hook-ups may be made without delaying the progress of the job.
5. Controls, transformation, and wiring shall be furnished and installed
for the complete operation of the heating and cooling air conditioning
equipment. All control wiring shall be by mechanical contractor.
Locate thermostats where shown on the drawings, mounted at 48"
AFF.
6. Ductwork shall be constructed according to the latest SMACNA
standards and the latest ASHRAE guide and data book. All seams in
ducts shall be taped after mechanical connections are made.
7. Blank -off open ductwork during construction to prevent dust and
debris from entering the mechanical system. At substantial
completion, replace or clean filters in all equipment.
B. The HVAC contractor shall be responsible for balancing the system
after installation. It is not necessary to provide a certified balance
report unless called for elsewhere in the drawings, but the HVAC
contractor shall send his balance report to the architect before
acceptance of work.
9. Duct all exhaust fans to ridge vent or soffit vent. Install makeup
air to the return air plenums as per code.
10. Low- efficiency vents shall be minimum 6" class 'B' type for
combination furnace and water heater, and 4" for furnace only
installation. Provide approved thimble at ceiling, insulation, and roof
penetrations. Install combustion and relief air vents to the
mechanical area. In general, venting and make-up air is to be per
manufactures requirements and applicable codes.
15 PLUMBING
1. All new work shall conform to current state and local building
codes, national plumbing code, state sanitary code, county board of
health regulations, and an other applicable codes or requirements.
9 Y vv 9
The plumbing contractor shall verify all existing underground utilities,
perform and pay for all permits, certifications, and inspections, and
perform all work related to t water, and sewer utilities. Review
P 9 •
permit fee cost with architect for approval.
2. Review all items of equipment su lied b others i.e. Kitchen
PP Y
laundry,bathing, etc. to determine exact) what is bail supplied
9• ) Y 9 PP
and what hookup and accessories are required. It shall be the
responsibility of the lumber to provide oil labor and accessories i.e.
P Y P
vvacuum breakers, back Flow preventers, pressure reducers, unions,
stops, traps, etc.) needed for a complete installation but not
supplied with the equipment. An areas in question shall be reviewed
PPY
with the general contractor and the architect for clarification.
3. All hot and cold water supplylines shall be full insulated and run
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concealed in chases, ceiling, or walls except as specifically noted ,as
exposed piping. Supply piping shall not ro run n n exterior wall, or
on the surface of an exterior wall or through an unheated space.
• 9 P
4. Water piping shall be secured tightly in all locations to prevent
any rattling. If pressure is excessive, provide dead end air
chambers/ water hammer arrestors above fixtures.
5. Provide unions and an upstream shutoff valve at pumps, water
heaters, water meter, and other equipment to facilitate maintenance,
replacement, or removal.
6. Provide dielectric union on all water heater connections. Fina
connections to faucets shall be with a union or compression fitting.
All plumbing fixtures shall be provided with a stop unless otherwise
noted.
7. All floor drains shall be set flush with Floor level. Install metal
an under finish floor 12" around floor drain and seal all j
P joints.
8. Provide trap primers where required by code and or local
99
overnin authorities
9. Provide steel sleeves where pipe penetrates masonry and concrete.
Pock sleeves at completion of work to seal all gaps. Copper piping
penetrating poured -in -place concrete shall be wrapped P 9 P P with amnaflex
at all penetrations.
10. Plumbing contractor shall be responsible for installing gas service.
All piping, gas trains, valves, etc. shall be installed in accordance
with NFPA 54 and the requirements of the local utility. Where not
shown on drawings, determine a e route and a size for the
service supply line to all gas fired equipment fromp the meter. All
service lines shall be installed and concealed except where necessary
equipment connections are made.
16 ELECTRICAL
1. The electrical contractor shall furnish all labor and material
necessary to provide a complete installation of electric devices and
wiring in work areas for all power and lighting and other services as
indicated on drawings and as required; provide all splices, tops, wire pulling, equipment Connections, and as required per NFPA 70.
2. The electrical contractor shall comply with the requirements of code
enforcement agencies having jurisdiction, the National Electric Code
(NFPA 70), the local utility company, and the electrical utility.
3. Electrical contractor shall be responsible for all field coordination
with other trades relating to the installation of all electrical equipment
and electrical devices.
4. Inform owner five days in advance of power shut-off periods or
computer
disruption of or communication lines.
P
5. All wiring, cabinets, and switchboards, motor controls and all other
electrical equipment shall be permanently and effectively grounded. All
grounding shall be in accordance with codes having jurisdiction and
shall meet the approval of the local inspection department.
6. All current -limiting devices shall be rated for 42,000AIC minimum,
unless otherwise noted or approved by architect in writing.
7. Electrician shall label existing and new breakers as to the function
in p all panel boxes; provide cloth outlet
tape type wire markers at
load Conn gutters, pull boxes, outlet bones and junction boxes, each
load connection.
8. Contractor shall run wiring of the proper size and connect to all
electrical appliances and equipment shown s specified, or require
e uired.
PvP 9
Conductors shall be sized per table 310.16 and other NEC re uirements
P 9
in locations with more than conductors in raceway, ambient
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tam eratures above 30'c withh minimum branch circuit sizes as follows:
20A 12 Cu 12 round
30A #10 Cu. #10 ground
40A #8 u. #10 ground
60A #6 Cu. #10 ground
60A jj6 Cu, jj10 ground
9. For all non-residential projects, general cabling shall be MC or
P 1 9 9
better. If a free air return plenum is used in the project, use only
plenum -rated cabling. Unless otherwise noted by architect, home runs
shall be in EMT conduit with copper conductors insulated THHN dr
PP (dry
locations), THWN-2 (wet interior locations), or THW (outdoor/service
locations). Install pullwire in each empty conduit over 10 feet in length
or containing a bend.
10. For telephone, data and other communication service, pathways and
wiring, install wire and cable in accordance with manufacturer's
Instructions and in accordance with TIA/EIA-568.
11. Wall boxes shall not be placed back-to-back (offset by mimimum 1
stud) and Flush mounted boxes shall be installed with minimum 6"
separation for acoustical privacy.
12. All electrical components shall be installed securely, at the
appropriate elevation, square, level and plumb, as specified in NECA 1.
13. All lighting and mechanical fixtures to be centered in ceiling grid
tiles unless noted otherwise.
14. The electrical contractor shall be responsible for all routing and
connections at millwork. Verify locations with architect.
REQUIRED SHOP DRAWING SUBMITTALS
1. Provide the following shop drawings and/or product submittals to
the Architect for review. Allow ten (10) business days for
processing.
-DOORS & DOOR HARDWARE
-WINDOWS & STOREFRONT SYSTEMS
-CABINETRY
-PLUMBING FIXTURES
-LIGHT FIXTURES
-MECHANICAL UNITS
-ANY PRODUCTS THAT ARE A SUBSTITUTION FOR THOSE
SHOWN ON THE DRAWINGS
THE GENERAL CONTRACTOR SHALL NOT
DISTRIBUTE PARTIAL SETS OF DRAWINGS OF THIS
PROJECT FOR BIDDING OR CONSTRUCTION
PURPOSES WITHOUT A COPY OF THIS SHEET.
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Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 05/16/19
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RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 05/16/19
SALVAGE EXISTING FAN
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RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 05/16/19
FINISH SCHEDULE
(/� O WHITE 24 GA. POLE BARN SIDING OVER COMMERCIAL TYVEK
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Subject to compliance with all regulations
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City of Camel
DATE: 05/16/19
24 GA. HOT DIP GALVANIZED STEEL
FLASHING UNDER NEW THRESHOLD
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City of Camel
DATE: 05/16/19
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WHILE —IN —USE TYPE COVER
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 05/16/19
ALL WIRING ON CAR
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WET LOCATION HOSE DOWN ENCLOSED LED SURFACE MOUNT
LITHWET LOCATION
FHE LHO E DOWN NC MD MVOLT 40K 90CRI RMKSS
HI 146 W
LOW PROFILE ENCLOSED & GASKETED LED FIXTURE
LITHONIA FEM L48 6000LM LPPFL MD MVOLT 4000K
90CRI STSL WLFEND2
45W
B
LED WALL PACK WITH PHOTOCELL CONTROL
WP LITHONIA DEW 31
N INDICATES WATER RESISTANT
OCCUPANCY SENSOR SWITCH WATTSTOPPER CB100
w/ BZ-50 24V POWERPACK—RELAY,
WALL MOUNTED ® HEIGHT REQ'D TO DETECT
OCCUPANT ANYWHERE IN THE SPACE
)OCX COMBINATION EXIT —EMERGENCY UNIT
))OO(( LED LITHONIA QUANTUM, OUTDOOR EM—HEAD AT EXTERIOR DOOR
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 05/16/19
U
EXISTING
ADA TOILET
WIRE TO
EXISTING
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EXISTING
CUSTOMER AREA
EXISTING
SALES
EXISTING
BREAK
EXISTING
MANAGER
EXISTING
ORK ROOM
� WIRE TO __------ _----_
EXISTING
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B ON WALL ® 72" B
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4 PROPORTIONER DETAIL
SCALE:NONE
PLUMBING LEGEND
IAKY SEWER
r..—LO_ 40 PVC
STORM SEWER
SCHED. 40 PVC.
—q-q-q—q_ COLD DOMESTIC WATER
COPPER INSUL.
HOT DOMESTIC WATER
—Hw—Hw—Hw—Hw— COPPER INSUL.
PLUMBING NOTES
1. PLUMBING ROUTING IS SCHEMATIC,
PLUMBER TO INSTALL ACTUAL LENGTHS AS
REQUIRED IN FIELD. LOCATE SERVICES TO
AVOID CONFLICTS
2. SLOPE ALL WASTE AND STORM PLUMBING
1/4:12 MIN
3. INSULATE ALL HW, CW, AND STORM
PLUMBING ABOVE GRADE
4. LAYOUT IS DIAGRAMMATIC, PLUMBER TO
COORDINATE ONSITE & INSTALL IN PER CODE.
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 05/16/19
2" VENT UP WALL IN WASH BAY & TIE
INTO EXISTING BUILDING VENT SYSTEM
(OR USE INCREASER & VENT THRU ROOF)
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FIXTURE SCHEDULE
TRENCH-1 12'-0" POLYCAST 6DO PRE —SLOPED TRENCH DRAIN, DUCTILE
IRON GRATE, AND DUCTILE IRON GRATE, BOTTOM OUTLET
TRENCH-2 2—PIECES 6' EACH (SLOPE TO CENTER) POLYCAST 600
PRE —SLOPED TRENCH DRAIN, AND DUCTILE IRON GRATE.
BOTTOM OUTLET
OWS STRIEM 05-75 110 GALLON OIL WATER SAND
SEPERATOR RATED FOR ]GPM FLOW, HIGHWAY
RATED STRUCTURE & MANHOLE, RISERS AS
NEEDED (FIELD MEASURE)
HE HOSE BIB WOODFORD MODEL 26 BACKFLOW PROTECTED
ALL ABOVE GRADE COLD WATER & HOT WATER
TO BE COPPER W/1" R4 INSULATION WRAP
ALL DRAINAGE WASTE VENT SCHEDULE 40 PVC
AIR PIPING BY ENTERPRISE VENDOR
U
0 EXISTING
ADA TOILET
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CUSTOMER AREA
EXISTING
SALES
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TIE INTO EXISTING BUILDING
VENT SYSTEM OR USE
INCREASER & VENT THIRD ROOF
2" ANTI —SYPHON VENT
NEW OIL ATER SEPERATOR
IN NEW A NCRETE APRON
TAP EXISTING SEWER SEE
SHEET C-1 FOR EXISTING
MANHOLES AND LAYOUT
USE STANDARD CITY DETAILS
PATCH ASPHALT AS READ.
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