PROJECT DATA
SAN JUAN COUNTY
APPLICABLE CODES:
2009 INTERNATIONAL BUILDING CODE
2009 UNIFORM MECHANICAL CODE
2011 NATIONAL ELECTRICAL CODE
2009 INTERNATIONAL FIRE CODE
2009 UNIFORM PLUMBING CODE
CABO/ANSI A 117.1-2009
2009 NEW MEXICO BUILDING CODE
2009 INTERNATIONAL EXISTING BUILDING CODE
OCCUPANCY TYPE (PER SECTION 302):
A3
CONSTRUCTION TYPE (PER TABLE 601):
VB
4,181 S.F.
648 S.F.
5,289 S.F.
OCCUPANT LOAD:
DINING ROOM:
KITCHEN:
OFFICES:
TOTAL:
TITLE SHEET
CIVIL
SG-1
STRUCTURAL
S1
FOUNDATION & ROOF FRAMING PLANS
S2
GENERAL STRUCTURAL NOTES & DETAILS
S3
FOUNDATION & ROOF FRAMING DETAILS
2,728 S.F. / 15 = 182
950 S.F. / 200 = 5
246 S.F. / 100 = 3
190
MECHANICAL
M101
MECHANICAL FLOOR PLANS
M601
MECHANICAL SCHEDULES & DETAILS
P101
PLUMBING FLOOR PLANS
P601
PLUMBING SCHEDULES & DETAILS
PLUMBING FIXTURE REQUIREMENTS:
(PER TABLE 2902.1)
REQUIRED:
PROVIDED:
1 W.C., 1 LAV PER SEX
WOMEN: 2 W.C., 1 LAV
MEN:
1 W.C., 1 LAV, 1 UR.
PROPERTY OWNER:
SAN JUAN COUNTY
PROPERTY ADDRESS:
17 CR 6668
FRUITLAND, NM 87416
SITE GRADING PLAN
ARCHITECTURAL
C1
SITE IMPROVEMENT PLAN
C2
SITE LANDSCAPING PLAN
A1
DEMOLITION & FLOOR PLANS
A2
BUILDING ELEVATIONS/SECTIONS
A3
WALL SECTIONS
A4
ROOF & REFLECTED CEILING PLANS
A5
EQUIPMENT PLANS
HC1
HANDICAP REQUIREMENTS
LOWER VALLEY
SENIOR CENTER
MAX. ALLOWABLE SQUARE FOOTAGE
6,000 S.F.
PER FLOOR: (PER TABLE 503)
NOTE:
THIS IS A LEVEL 2 ALTERATION
PER SECTION 604.2.2.3, NO FIRE SPRINKLER SYSTEM IS REQUIRED
BUILDING AREA:
EXISTING:
NEW:
TOTAL:
INDEX OF DRAWINGS
ELECTRICAL
E001
ELECTRICAL
EP101 ELECTRICAL
EL101 ELECTRICAL
E501
ELECTRICAL
E601
ELECTRICAL
VICINITY MAP
LEGENDS & GENERAL NOTES
POWER PLANS
LIGHTING PLANS
RISERS & SCHEDULES
SCHEDULES
TO
SHIPROCK
HWY. 6
4
TO
FARMING
TO
COUNTY COMMISSIONERS
CHAIRMAN:
SCOTT ECKSTEIN
CR 6400
CR 6668
CR 6663
CR 6675
N
COMMISSIONERS:
GLOJEAN TODACHEENE
MARGARET McDANIEL
JACK FORTNER
KEITH JOHNS
CR 6100
PROJECT
LOCATION
COUNTY MANAGER:
KIM CARPENTER
BID #15-16-20
RODAHL & HUMMELL ARCHITECTURE, P.C.
ARCHITECTURE
609 NORTH DUSTIN
FARMINGTON, N.M.
(505)326-6442
(505)325-1412
(PHONE)
SET No. _____
N
(FAX)
04.11.16
DATE:
April 11, 2016
PROJ. No. 151120
N
04.11.16
RODAHL & HUMMELL
ARCHITECTURE, P.C.
N
ARCHITECTURE
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
LOWER VALLEY
SENIOR CENTER
FRUITLAND, NM
SITE IMPROVEMENTS PLAN
Checked: Date:
Drawn:
TEH
04.11.16
BTW
Filename:
1120_SITE
Project:
151120
Sheet:
C1
Of:
D
E
E
A
C
C
E
E
D
E
C
B
C
C
E
E
D
E
A
A
A
E
C
D
E
C
N
A
B
04.11.16
RODAHL & HUMMELL
ARCHITECTURE, P.C.
C
D
E
ARCHITECTURE
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
LOWER VALLEY
SENIOR CENTER
N
FRUITLAND, NM
SITE LANDSCAPING PLAN
Checked: Date:
Drawn:
TEH
04.11.16
BTW
Filename:
1120_LAND
Project:
151120
Sheet:
C2
Of:
N
N
WAREWASH
04.11.16
RODAHL & HUMMELL
ARCHITECTURE, P.C.
ARCHITECTURE
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
LOWER VALLEY
SENIOR CENTER
FRUITLAND, NM
N
DEMOLITION/FLOOR PLANS
Checked: Date:
Drawn:
TEH
04.11.16
BTW
Filename:
1120_FLOOR
Project:
151120
Sheet:
A1
Of:
N
COOLER/
FREEZER
04.11.16
WAREWASH
RODAHL & HUMMELL
ARCHITECTURE, P.C.
ARCHITECTURE
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
LOWER VALLEY
SENIOR CENTER
FRUITLAND, NM
Filename:
1120_ELEV
Project:
151120
Sheet:
A2
BUILDING ELEVATIONS/SECTIONS
Checked: Date:
Drawn:
TEH
04.11.16 Of:
BTW
N
04.11.16
RODAHL & HUMMELL
ARCHITECTURE, P.C.
ARCHITECTURE
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
LOWER VALLEY
SENIOR CENTER
FRUITLAND, NM
WALL SECTIONS
Checked: Date:
Drawn:
TEH
04.11.16
BTW
Filename:
1120_ELEV
Project:
151120
Sheet:
A3
Of:
WAREWASH
N
N
04.11.16
RODAHL & HUMMELL
ARCHITECTURE, P.C.
ARCHITECTURE
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
LOWER VALLEY
SENIOR CENTER
FRUITLAND, NM
N
ROOF & REF. CEILING PLANS
Checked: Date:
Drawn:
TEH
04.11.16
BTW
Filename:
1120_roof
Project:
151120
Sheet:
A4
Of:
WAREWASH
N
N
04.11.16
RODAHL & HUMMELL
ARCHITECTURE, P.C.
ARCHITECTURE
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
LOWER VALLEY
SENIOR CENTER
FRUITLAND, NM
EQUIPMENT PLANS
Checked: Date:
Drawn:
TEH
04.11.16
BTW
Filename:
1120_EQU
Project:
151120
Sheet:
A5
Of:
STATEMENT OF SPECIAL INSPECTIONS
WOOD FRAMING AND SHEATHING
CONCRETE AND REINFORCING
GENERAL NOTES
Per Chapter 17 of the 2006 International Building Code, it is required that special inspections be
performed to verify that the materials and construction methods used in the construction of the
project, as described in the construction documents, complies with these documents and
applicable standards. The owner or the owner's agent shall be responsible for employing
qualified third party inspectors for each of the building materials described in the table below.
The materials shall be inspected at frequencies as listed in the table below, as required in the
details and as required to verify compliance with the construction documents. If a condition in
question arises, the special inspector shall request clarification from the Engineer of Record.
1. These notes do not represent all framing requirements. The builder shall do the work in a conscientious
workmanlike fashion and conform to the requirements of the International Building Code.
2. Wood bearing on Concrete shall be pressure treated.
3. Wood sills shall be fastened to concrete or masonry with 5/8" diameter anchor bolts spaced at a
maximum of 4'-0" o.c. unless detailed otherwise. There shall be at least 2 bolts per each wood member
and bolts shall be located within 8" of each end of each member. The anchor bolts shall be embedded
in the concrete 7 inches minimum UNO.
4. Structural lumber shall be grade stamped by a certified agency. Lumber shall be manufactured to S-Dry
and seasoned for 60 days.
5. Lumber Species and Grades: (unless noted otherwise in the drawings)
1.
Sill Plates: Hem-Fir #2 pressure treated or foundation grade redwood
2.
Rafters and Joists: Hem-Fir #2 except for 2x12s which shall be Douglas Fir #2
3.
Headers, Beams, Miscellaneous Framing : Hem-Fir #2 (UNO)
4.
Blocking: Hem-Fir #2
5.
Posts: Douglas-Fir #1
6.
4 x Beams: Douglas-Fir #2
7.
6 x Beams: Douglas-Fir #1
6. Fire-stop all stud walls with 2x lumber at each floor, at roof level and at 8'-0" o.c. max. in between floors
and roof.
7. All joists, trusses and rafters shall have continuous 2x solid blocking provided between them at all
bearing points.
8. Nails shall be box nails unless noted otherwise in the plans. Nails for exterior uses shall be galvanized.
9. All lag bolts shall be placed in sub-drilled holes.
10. Bolts shall be placed thru holes drilled 1/32" larger than the bolt diameter.
11. All bolts and lag bolts shall have flat washers under nut and bolt head.
12. Built-up wood members (multiple members assembled to form one member) shall be progressively
fastened as follows:
1.
3-1/2" to 9'1/4" depth............2-10d @ 8"o.c., staggered
2.
9-1/4" to 11-1/4" depth.........3-16d @ 6"o.c. in 3 staggered ro
3.
11-1/4" to 18" depth..............2 rows of 1/2" diameter bolts @ 18" o.c., staggered.
13. When joists, rafters or trusses are @ 24" oc, they shall fall within 4" of a stud below. Studs shall be
added as required.
14. Wall top plates shall be lapped 4'-0" minimum and nailed with 18-10d minimum. Top plates shall be
lapped at all corners and nailed with 3-10d.
15. Wood connection hardware shall be fully fastened to wood members as required by hardware
manufacturer.
16. Sheathing for roofs and walls shall be American Plywood Association (APA) stress rated sheathing.
Sheathing Schedule (U.N.O. in plans):
Min. Span Rating
Floor Sheathing.................3/4"
48/24
Roof Sheathing.................5/8"
40/20
Wall Sheathing.................7/16"
24/16
Roof and floor sheathing shall be applied with long dimension perpendicular to framing and end joints
shall be staggered 4'-0". Use plyclips with roof sheathing spans of 24" or more. Wall sheathing behind
stucco shall be applied horizontally. All sheathing shall be rated Exposure 1 (and conform to NRB-108).
See plans for fastening, blocking and other requirements.
17.
Glue-Laminated Beams:
Species..................Douglas Fir/Douglas Fir
Fb..........................2400 psi, Combination 24F-V4
Fs...........................165 psi
18. Trusses shall be plant manufactured. The truss manufacturer shall provide shop drawings stamped by
a Professional Engineer currently licensed in the state in which the trusses will be used. The trusses
shall be specifically designed for all loads and conditions indicated in the plans. The shop drawings
shall show all loads, design conditions and truss member design criteria. They shall be approved by the
Engineer prior to fabrication. The minimum plate size shall be 2" x 4". All joints shall have plates of
equal size applied to both sides. The truss manufacturer shall design, provide and show locations for all
required bracing and bridging. All compression joints shall be butted tightly together or the plates shall
be designed for 100% of the compression forces. Truss vertical deflection shall be limited to span
length divided by 360 (L/360) under total load.
19. Wood Nailing Schedule:
1. Joists/Rafters to bearing plates...............................1-16d TN @ E.S.
2. Stud to sill plate.....................................................2-16d end nails
3. Blocking/Bridging to Rafters/Joists.........................3-16d @ E.E.
4. Top plates to Stud..................................................2-16d end nails
5. Double top/bottom Plates......................................10d @ 12" o.c. (staggered)
6. Multiple Studs...............................16 d @ 12" o.c. from ea. stud to the previous stud, staggered.
1.
1. In the absence of specific details refer to appropriate typical details or similar details for information. If
any questions remain call the Engineer for clarification.
2. The plans and details in some areas represent assumptions made of existing conditions. The
Contractor shall notify the Engineer immediately if conditions are found different from those assumed.
The Engineer shall also be notified if field conditions necessitate changes from the plans. In either
case detail changes may be required before work can proceed.
3. The plans shall not be scaled to obtain working dimensions. If dimensions are missing from the plans
get clarification from the Architect or the Engineer. Cross-check all dimensions with the architectural
plans. All layout dimensions shall be closed from both directions.
4. See architectural plans for all other non-structural information.
5. All openings or modifications to structure not shown on the structural plans shall be verified with the
Engineer before doing the work.
6. The Contractor shall repair or replace all damaged materials.
7. The Contractor shall notify the Architect and Engineer of any discrepancies found in the contract
documents ( plans and specifications ). Clarifications shall be received from the Architect or Engineer
before proceeding with the work. The most restrictive condition shall govern when clarification is not
obtained.
8. All mechanical unit weights shall be verified with loads shown on the structural drawings. Notify the
Engineer, if weights are different than those shown or units are required where not shown on the
structural drawings.
9. These plans represent a design for final in-place conditions. It shall be the Contractors' responsibility
to account for all construction conditions, loads, sequences, temporary bracing requirements, all
safety considerations, OSHA regulations, and all other applicable standards.
10. Construction shall follow the plans, details, notes and specifications. The Contractor shall be directly
responsible for uncorrected errors or deviations from the plans without the Engineers approval. The
Engineer will be available for considerations and repairs. Excessive repair detailing or revision to the
contract documents shall be paid for by the Contractor.
11. Each sub-contractor shall inspect the conditions and work in place before they begin. Errors,
problems and unacceptable conditions shall be repaired before beginning the new work. Beginning
the new work shall be interpreted as acceptance of the previous work and conditions.
12. When shop drawings and product information are required for review by the Architect/Engineer, the
Contractor shall allow 2 weeks for the review period. When shop drawings and product information
are provided in large format (i.e. larger than 8 1/2" x 11"), one set of reproducibles shall be included
with 3 sets of bluelines for mark-ups and stamping. The reproducibles will be returned to the
Contractor to allow for his printing of as many sets of marked-up drawings as he shall require.
The special inspector shall provide written reports of each material/activity inspected detailing the
observations. The reports shall include, at a minimum, the time, date, and location on the project
(described by areas, grids, materials, activity, etc.). Reports shall be organized in a numerical
order for each material/activity. The report shall indicate if the inspection found the
material/activity in conformance with the inspection documents or not. Non-conforming
materials/activities shall be re-inspected after corrections have been made and followed by
additional inspections and reporting until conformance is achieved.
REQUIRED OBSERVATIONS
The agreement for the design of these structural plans does not include a fee for construction observation
or inspections of any kind to verify compliance. However, it is recommended that the owner/contractor
contract with the Engineer or Architect or other qualified third party observer to make the following
observations:
1. Exposed native soils shall be observed and approved by the Soils Engineer and the Engineer before
placing structural fill or forming for concrete.
2. Material for structural backfill shall be observed and approved by the Soils Engineer before use.
Structural backfill placement and compaction shall be observed, tested, and approved by the Soils
Engineer before placing foundations.
3. Concrete reinforcing and formwork shall be observed and approved by the Engineer before placing
concrete.
4. Framing shall be observed and approved by the Engineer before covering.
5. Shearwall construction and connections shall be observed and approved by the Engineer before
covering.
6. Contractor shall provide 24 hour notice for observations.
ABBREVIATIONS
A.A. = Adhesive anchor
A.B. = anchor bolt
AB = post above
ABC = aggregate base
course
ABV. = above
ADJ = adjacent
AGG = aggregate
ARCHT = architect
B.B. = bond beam
B.F. = bottom of footing elev.,
or = backfill
BLK = block
BLDG = building
BLKG. = blocking
BM = beam
BRG = bearing
BTWN = between
B.U. = built-up
CJ = construction joint or,
= contraction joint or
CLG. = ceiling
CMU = concrete masonry unit
COL. = column
CONC. = concrete
CONN. = connection
CONT. = continuous
CONTR. = contractor
C.P. = cripple post
CTR. = center
CTR'D = centered
DAS = deformed anchor stud
DBL.= double
D.F. = Douglas Fir - Larch
DIA. = diameter
DL = dead load
DTL. = detail
DWG. = drawing
DWL. = dowel
EA = each
EE = each end
E.F. = each face
E.J. = expansion joint
ENGR. = engineer
EQ. = equal
E.S. = each side
E.W. = each way
EXP = expansion
EXT = exterior
FDN = foundation
FF = finished floor elevation
F.J. = floor joist
FG = finished grade elevation
F.O. = face of
FOC = face of concrete
FOS = face of stud
FOM = face of masonry
FRMG = framing
F.S. = far side
FTG. = footing
GA = gage
GALV = galvanized
G.B. = Grade Beam
GL = glue laminated beam
GR. = grade
HAS = headed anchor stud
HDR. = header
H.F. = Hem-fir
HORIZ = horizontal
H.S. = high strength
INFO = information
INT = interior
JST. = joist
JT. = joint
KS = king stud
LD = load
LL = live load
LLH = long leg horizontal
LLV = long leg vertical
LVL = laminated veneer
lumber
MAS = masonry
MAT = material
MAX = maximum
M.B.M. = metal building mfr.
Mfr. = manufacturer
MIN = minimum
NA = not applicable
NLG = nailing
N.S. = near side
NTS = not to scale
O/ = over
O.C. = on center
O.H. = opposite hand
OPNG. = opening
OSB = oriented strand board
P/C = precast
PL = plate
PLYWD = plywood
PNL = panel
P.T. = pressure treated
REINF. = reinforcing
R.J. = roof joist
SH/ = Simpson hardware
SHT. = sheet
SHTG. = sheathing
SIM = similar
SPA = space
STL = steel
SL = snow load
S.O.G. = slab-on-grade
S.S. = steel stud
SW = shearwall
T.B. = top of beam
T.J. = top of joist
T.L. = top of ledger
T.M. = top of masonry
TN = toe nail
T.O. = top of
T.O.C. = top of concrete
T.O.S. = top of steel
T.O.SHTG. = top of
sheathing
T.O.W. = top of wall
T.P. = top of parapet
T. PL = top of plate
T.R. = threaded rod
TS = trim studs or,
= tube steel
TYP = typical
UNO = unless noted
otherwise
VERT = vertical
WWF = welded wire fabric
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
Concrete shall b e made from an approved commercial mix of normal weight aggregates, potable
water and Portland Cement ( type II ) meeting ASTM C150 specifications. Admixtures meeting
ap propriate ASTM requirements may be used when approved by the Engineer.
The Concrete shall have a minimum of 517 lb. of Portland Cement per yard and ha ve a maximum
water to cementitious material ratio of 0.52. Fly ash meeting ASTM specifications maybe substituted
for up to 25% of the Portland Cement in the mix designs at ratio of 1.0 lb. of fly ash for 1.0 lb. of
Portland Cement. The proposed concrete mix designs shall be submitted to the Engineer for approval
a minimum of 72 hours before delivery.
Concrete shall achieve the following minimum compressive strengths ( f 'c ) in 28 days:
footings and grade beams.................................................... 3000 psi
interior slabs on grade........................................................... 3000 psi
exterior slabs on grade.......................................................... 4000 psi
Provide the following minimum thickness of concrete coverage around reinforcement:
footings:
to earth...................................3"
to formed surfaces..................2"
slabs:
to earth...................................1"
stemwalls and retaining walls:
interior face............................3/4"
exterior face...........................1 1/2"
face exposed to earth.............2"
Maximum allow able slump of concrete at the point of placement shall be 4" unless specifically
ap proved otherwise by the Engineer and designed accordingly.
All concrete (including slabs) shall be thoroughly consolidated by mechanical vibration.
Reinforcing bars shall conform to ASTM A615. Reinforcing to be welded shall conform to ASTM
A706:
#3 to #5.......grade 40 ( U.N.O. )
#6 to #11.....grade 60
W elded W ire Fabric (WW F) shall conform to ASTM A18 5 and shall be provided in flat sheets. W WF
in rolls shall not be used. WW F shall be chaired in place within 2" of the conc. final surface U.N.O.
All reinforcing, anchorages and embedments shall be securely wired in place during concrete
placement.
Reinforcing shall not be heated to be bent.
See typical details for reinforcing bending and splicing requirements. W elded W ire Fabric (when
specified) shall be lapped a minimum of 1-1/2 wire spaces.
Reinforcing shall be held above earth on concrete adobes, chairs or by suspension. Bars driven into
the earth shall not be used to support reinforcing.
All openings in slabs or walls shall be reinforced with a minimum of 2-#5 on 4 sides extending 2'-0"
minimum beyond opening corners.
Chamfer all exposed concrete edges unless detailed or noted otherwise.
Openings in concrete shall be formed, cored or sawcut. Chipping and breaking out shall not be done
unless specifically approved.
Concrete exposed to freezing environment either during construction or in place shall be air entrained.
Air entrainment of the mix shall be 4% minimum to 8% maximum based on volume.
Typical slab on grade unless noted otherwise: 4 1/2" min. thick concrete with #4 at 24" o.c. each way
chaired to be in the center of slab thickness. Place over a minimum of 4" of aggregate base course
compacted to 95%..
All concrete slabs shall have contraction joints provided in the slabs according to the placement
shown in plan or at approximately 15 feet on center each way if not indicated otherwise. The joints
shall be made according to the typical details.
Concrete Curing: Final concrete quality is highly dependant on curing. Inadequate curing can cause
excessive shrinkage, cracking, low strength, slab curling and other detrimental effects. Concrete shall
be cured as follows: slabs shall be moist cured with water and an impermeable barrier or with a water
saturated cover. No portion of the slab shall be allowed to dry for 7 days. Other concrete shall be
moist cured or cured with a curing compound conforming to ASTM C309 applied immediately after
formwork is removed. Special protection measures shall be provided during windy and or hot
we ather.
Provide special inspection of epoxy anchors per 2009 IBC.
MANFACTURED COMPOSITE JOIST PRODUCTS
1. Joists shall have current ICBO approvals.
2. Joist substitutions shall be approved by the Engineer and shall provide equivalent performance
characteristics of those specified. Substitutions shall adequately support all design loads in all
conditions.
3. Nail each joist to bearing plate with 3-10d box nails.
4. Metal hangers for floor joists shall have a bead of construction adhesive applied to the points of
contact with the joist immediately before the joists are installed in the hanger.
5. Joist flanges shall not be cut between joist ends. Joist webs may only be penetrated according to
manufacturer requirements and Engineers approval.
6. Joist manufacturer shall provide all joist blocking and shaped bearing plates.
7. Web fillers and stiffeners shall be of APA rated sheathing in a thickness equal to the offset distance
from the joist web to the outside of the flanges. Hold the top of the filler/stiffener 1/8" below the
bottom of the top flange and set tight to the top of the bottom flange. Fasten to the joist web with a
minimum of 4-8d nails unless detailed otherwise. Apply to both sides of the web unless detailed
otherwise. Length of filler/stiffener shall be as detailed or otherwise as required for the intent of the
application. If the filler/ stiffener length is greater than 8", fasten to joist web with 2-8d at 12" on
center.
8. Joists shall be maintained in a dry condition and stored off of the ground.
9. Joists shall be stored, handled, shipped and erected according to manufacturers requirements. Joists
shall not be handled such that they will be allowed to bend in their weak direction. Damaged products
shall not be used in the work.
10. Joist uses, details, sizes or spacings other than those shown on the plans shall not be allowed without
specific approval and a stamped design/shop drawings from a registered Engineer licensed in the
State of the product's use.
11. Check and verify all joist bearing elevations with Structural and Architectural drawings before installing
joists. Notify Designer immediately of problems or discrepancies. Do not proceed without direction
from Designer or Engineer.
DESIGN CRITERIA
1.
2.
3.
SPECIALTY CONNECTIONS / ANCHORAGES / FASTENERS
1.
2.
3.
4.
1.
2.
3.
4.
5.
6.
7.
LAMINATED VENEER LUMBER (LVL)
Framing of LVL shall be of sizes, numbers and lengths as required in plans.
LVL provided shall have current ICBO approvals.
Minimum bearing length shall be 3" U.N.O.
Built-up member assembly:
2 Members (less than 14" deep)...........3 rows of 16d @ 12"oc from one side
2 Members (14" or deeper)..................3 rows of 16d @ 12"oc from one side
3 Members (less than 14" deep)...........3 rows of 16d @ 8" oc from each side
3 Members (14" or deeper)..................3 rows of 16d @ 6"oc from each side
4 Members (all)....................................2 rows of 1/2" diameter thru bolts @ 24" oc
note: Nails shall be 16d common. Nails and bolts shall be staggered from adjacent rows
5. Design Properties (minimums):
Fb = 2600 psi
Fv = 220 psi
E = 1,800,000 psi
6. LVL shall be maintained in a dry condition and stored off of the ground. Do not remove protective
wrappings until ready for use.
Expansion bolts, adhesive anchors, shotpins, headed anchor studs (HAS), self-tapping screws and
other proprietary devices shall have ICBO approvals. These approvals along with load capacities and
use information shall be submitted to the Engineer when materials other than those specified are
proposed.
Devices shall be used in full accordance with manufacturer's requirements.
Headed anchor studs shall be welded all around the base of the stud with a 5/16" fillet unless noted
otherwise. Stud guns may be used provided the attachment will develop the strength of the stud.
Typical acceptable anchors (when called out in plans) unless noted otherwise:
Expansion Bolts: 5/8" diameter by Hilti or Redhead with a minimum embedment of 4"
Shotpins: 0.145" diameter minimum by Hilti or Ramset with 1" minimum embedment in concrete
and a minimum safe working load in shear of 200 lb.
Headed Anchor Studs: 1/2" diameter x 6" long by Nelson Stud
Adhesive Anchors: Hilti HIT or HVA system sized for bolts required
Self-Tapping Screw s: #10 TEK screws
E ARTHWORK FOR FOUNDATIONS
8.
9.
1.
2.
3.
4.
Superimposed Design Loads:
Roof DL = 20 psf
Roof Snow Load = 25 psf (base)
Applicable Building Code = 2009 International Building Code
W ind Load:
a)basic wind speed........................90 mph (3 sec. gust)
b)exposure category......................'B'
c)importance factor(Iw)..................1.0
Seismic Load:
a)Occupancy Category.................................II
b)Site Class..................................................C
c)Short Period Spectral response (Ss).........16% g
d)importance factor(Ie)..................................1.0
10.
11.
12.
13.
14.
15.
16.
17.
WOOD ROOF DECK
18.
1. Roof sheathing shall be 5/8" APA stress rated sheathing with a minimum span rating of 40/20.
Sheathing shall have an Exposure 1 rating. Sheathing shall be laid out with the long dimension
perpendicular to the framing. Stagger the ends of the sheets 4'-0" in each consecutive row of
sheathing. Layout sheathing so the smallest pieces make two continuous spans. Provide plyclips at
midspan or edge blocking when the framing is spaced at more than 24" oc. Provide 1/8" joint
between all sheets at edges. Nail sheathing to all supports with 10d box nails at 5" oc at all sheet
edges and 10" oc in the field of each sheet.
2. Verify framing space ventilation before beginning sheathing. Correct if necessary before beginning
sheathing.
3. Fasteners other than those described may be used if approved by the Engineer (such as staples).
Contact the Engineer for equivalent fastener schedule.
19.
20.
The foundation des igns are based on a Geotec tnical In vestigation by Geomat Inc ., report #152-2408,
dated Dec ember 9, 2015.
Allowable s oil bearing pressure s truc tural back fill:
2500 psf @ 2'-6" em bedment
All foundations shall bear entirely on s truc tural bac k fill over scarified & re-c om pacted native soils. S ee
typical minimum earthwork detail A/S 1 for additional inform ation.
All foundations shall bear entirely on 24" min. of structural fill ove r 8" o f nati ve soils that have been
s carified and re-c ompacted @ plus / minus 3% of optim um moisture content. See m inim um
ea rthw ork detail A/S1 for spec ifics .
U nless noted otherwis e ex terior footings shall bear a m inim um of 30" below lowest adjacent grade
an d interior footings shall have a minimum embedm e nt of 18".
All earthwork cuts and fills shall be m ade in level b enches .
All struc tural back fill m aterials shall be appro ved by the Soils E ngineer. Unless n oted otherwise,
s tructural (or engineered) bac kfill shall be g ranular non-ex pans ive material m eeting the following
minimum c riteria: no more than 5% s hall pass a 200 sc reen, 1 00 % shall pas s a 6 inch scree n, and
the material shall be well graded unless it is sand or 3/4 inch washed gravel.
Structural back fill s hall be moisture c onditioned, placed in thin lifts an d m echanically com pacted. Lifts
s hall not ex ceed 8" in depth and shall be of de pths c om patible with the capa bilities of the machinery
used.
Back fill shall be uniformly moisture controlled to maintain spec ified compaction densities.
U nless noted otherwis e all backfill s hall be compac ted to a minimum of 95% of the m aximum de nsity
as d etermined by ASTM m ethod D698. All com pac tion densities noted in the plans are relative to
max imum dens ity per AS TM D698 at optimum m oisture content unless noted othe rwise.
Found ations s hall be c ons truc ted of c onc rete c ast in secure formwork . Co ncrete may be cas t in
trenc hes agains t stable earth banks when a pproved by the Enginee r.
R einforc em ent for concrete found ations s hall be supported 3" minimum from ea rth on all sides .
R einforc em ent shall not be sup ported on bars driven into the earth. It shall be s upported on a pproved
c hairs or adobes or s uspen ded from above.
Found ations s hall not be placed on froz en ea rth or uns table conditions . Frozen earth shall be thawe d
an d re -com pac ted before placing foundations. A ll s oft materials disc overed s hall be o ver-excavated
as directed by the Soils E ngineer and replaced with com pacted enginee red m aterial. Geotex tile fabric
s hall be pro vided for stabilization wh en c onditions dictate.
W ater shall not be allowed from any s ource to ac cumulate in excavations . The C ontractor shall
provide drainage to pre vent run-off water from entering ex ca vations and de-w atering when nec ess ary.
If water does ac cumulate in the excavations and causes additional ea rthw ork , the additional work
s hall be paid for by the contractor.
The Contractor shall be responsible for s afely retaining all earth em bankm ents.
Exterior grades adjacent s tructures s hall slope away from the s tructure on all sides at a minimum
s lope 3% for 10 feet. A positive water flow s hall be p rovided fo r all loc ations to natural water cours es.
Pro vide swales w here neces sary . No ponding of water shall b e allowed.
Planters shall not be adjac ent structure exc ept when a des ign is s pecifically pro vided.
R oof drains shall not empty onto exterior grade within fi ve feet of the fou ndations . S plash block s,
leaders , concrete swales , or other m ea ns shall be used to direct water away from the structure for at
leas t 5'-0" from the structure.
All bac k fill at retaining walls shall be granular, free-draining, non-ex pansive m aterial c om pacted to
95% . Slabs shall be in place before walls are back filled.
D eep rooted veg etation s hall not be placed clos er than 8-0" to the structure.
Back fill shall be tested for com pac tion. M aterial failing the tes ts s hall be re-c ompac ted and then retested. Failing tes ts s hall be paid for by the earthwork c ontractor. One compaction test shall be
provided for e very 32 c ubic yards of b ack fill material. C om paction densities s hall also be made under
all found ations where the n ative earth is s carified a nd re-compacted. One compaction test s hall be
made for every 50 linear feet of footing. D eviations from this s chedule shall require the approval of
the Engineer.
KEYED NOTES
ENTRY
109
23.02
WOMEN
105
STORAGE
110
23.01
MEN
106
T
23.03
OFFICE
111
DINING ROOM
107
OFFICE
108
23.01 THROUGH THE WALL AC UNIT TO REMAIN. NO WORK.
23.02 REMOVE AND DISPOSE OF GAS FIRED UNIT HEATER AND RELATED CONTROLS, FLUE,
HANGERS, GAS PIPING. REMOVE EXPOSED GAS PIPING. CAP BEHIND FINISHED
SURFACES. ABANDON ALL INACCESSIBLE PIPING. SEE ARCHITECT FOR ROOF PATCH
AND REPAIR REQUIREMENTS.
23.03 REMOVE AND DISPOSE OF EVAPORATIVE COOLER. REMOVE ALL WATER PIPING
DOWN TO HOSE BIBB ON THE EAST SIDE OF BUILDING. CAP DUCT OPENING AND
STUFF VOID WITH INSULATION.
23.04 REMOVE AND DISPOSE OF WALL FURNACE LOCATED IN THE UPSTAIRS STORAGE
ROOM. REMOVE FLUE. SEE ARCHITECT FOR ROOF PATCH AND REPAIR
REQUIREMENTS.
23.05 REMOVE FLUE. SEE ARCHITECT FOR ROOF PATCH AND REPAIR REQUIREMENTS.
23.06 ROOF EXHAUSTER AND RELATED TYPE II HOOD TO BE RELOCATED. SEE
ARCHITECTURAL PLANS FOR NEW LOCATION. RELOCATE WALL SWITCH TO NEW
WALL SURFACE.
23.07 ROOF EXHAUSTER AND RELATED TYPE I HOOD TO BE RELOCATED. SEE
ARCHITECTURAL PLANS FOR NEW LOCATION. RELOCATE WALL SWITCH TO NEW
WALL SURFACE. RELOCATE FIRE SUPPRESSION SYSTEM TO NEW WALL SURFACE.
ADJUST ALL PIPING TO ACCOMMODATE NEW LOCATION/CONFIGURATION. WRAP
NEW 16G. DUCT WITH 1 HOUR RATED FIRE WRAP.
23.08 ROOFTOP UNIT TO REMAIN. PROVIDE NEW GAS CONNECTION. SEE PROPOSED PLAN
FOR NEW DUCTWORK ADDITION.
23.09 REMOVE 14"x14" COMBUSTION AIR WALL LOUVERS, SEE ARCHITECTURAL DRAWINGS
FOR PATCH AND/OR REPAIR REQUIREMENTS. COMBUSTION AIR TO BE PROVIDED
THROUGH THE ROOF.
23.10 RELOCATE HEATCRAFT MODEL# CHT009X68BFMT SERIAL# T13L05266 CONDENSING
UNIT TO NEW ROOF ABOVE. EXTEND ALL PIPING ACCORDINGLY.
23.11 RELOCATE HEATCRAFT MODEL# CHT014L6BF SERIAL# T13J17429 CONDENSING UNIT
TO NEW ROOF ABOVE. EXTEND ALL PIPING ACCORDINGLY.
23.12 ROOF EXHAUSTER TO REMAIN. NO WORK.
23.13 SIDEWALL SUPPLY GRILLE TO DISTRIBUTE AIR TO THE ATTIC.
23.14 4" DIA. DRYER DUCT TO WALL CAP WITH BACKDRAFT DAMPER.
23.15 CAP DRYER DUCT ON ROOF.
23.04
STORAGE
112
T
23.02
23.05
23.15
WAREWASH
114
23.08
23.12
EF2
R(E)
23.06
KITCHEN
104
OFFICE
113
23.07
EF3
EF1
23.10
23.09
COOLER/ FREEZER
115
23.11
1
MECHANICAL DEMOLITION PLAN
1/8" = 1'-0"
ENTRY
109
STORAGE
110
CX1
CX2
A6
65CFM
10"ø
T
DINING ROOM
107
10"ø
10"ø
8"ø
12"x18"
6"ø
10"ø
STORAGE
A6
112
23.13
10"ø
6"ø
C12"x6"
200CFM
12"x18"
A6
75CFM
A10
300CFM
TYP.-12
10"ø
10"ø
B2
OFFICE
108
18"x18"
60CFM
B2
6"ø
18"x18"
T
A6
135CFM
R2
R3
T
6"ø
COMPUTER
101
10"ø
18"x12"
R1
10"ø
WAREWASH
114
R(E)
A10
363CFM
A6
89CFM
OFFICE
113
A8
110CFM
A8
100CFM
6"ø
OFFICE
111
12"x12"
12"x12"
6"ø
MEN
106
WOMEN
105
Stair
2
10"ø
10"ø
10"ø
KITCHEN
104
B2
B2
COOLER/ FREEZER
115
A6
66CFM
VEST
103
23.14
10"x10"
18"x12"
A10
363CFM
TYP.-2
03/31/2016
RODAHL & HUMMELL
ARCHITECTURE, P.C.
GAME ROOM
100
ARCHITECTURE
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
LOWER VALLEY
SENIOR CENTER
R.R.
102
CX3
FRUITLAND, NM
2
MECHANICAL PLAN
MECHANICAL FLOOR PLANS
Drawn:
1/8" = 1'-0"
DS
Checked:
TC
Date:
2016-04-04
Filename:
Project:
1538
Sheet:
M101
Of:
EF#
SEE STRUCTURAL DRAWINGS FOR
JOIST CONFIGURATION
MECHANICAL GENERAL NOTES
BREATHER TUBE
EXISTING CURB
1.
HANGERS WITH
VIBRATION
ISOLATORS
FLEX
CONNECTION,
TYPICAL
6" CLEARANCE TO NONCOMBUSTIBLES 18"
CLEARANCE TO COMBUSTIBLES
½" HANGER ROD PER
MANUFACTURER'S
RECOMMENDATIONS
CX#
6"∅
FLASH PER ROOFING
MANUFACTURER'S
RECOMMENDATIONS. REFER TO
ARCH. DRAWINGS FOR ROOF
CONSTRUCTION.
WALL CAP
PAINT PER
ARCHITECT
SEE
ARCHITECTURAL
DRAWINGS FOR
WALL TYPE
INTEGRAL
GRILLE
HORIZONTAL
DISCHARGE
FAN
SEE
ARCHITECTURAL
CEILING TYPE
2.
3.
VIBRATIONALLY ISOLATE ALL EQUIPMENT AND PIPING FROM THE BUILDING
STRUCTURE. COORDINATE TO ASSURE THAT AS QUIET AN OPERATING SYSTEM AS
POSSIBLE IS INSTALLED.
NONCOMBUSTIBLE WALL
STRUCTURE WITH CLEANABLE,
NONABSORBENT SURFACE
EXTENDING 18" MIN. IN ALL
DIRECTIONS FROM HOOD
4.
VERIFY THAT DIFFUSERS, REGISTERS, GRILLES, DUCTWORK AND ALL EQUIPMENT
SPECIFIED IS CORRECT FOR FIELD INSTALLATION BEFORE ORDERING OR
FABRICATING. PROVIDE A WRITTEN REQUEST FOR INFORMATION TO THE ENGINEER
FOR A RULING ON HOW TO PROCEED IF CONDITIONS EXIST THAT WILL NOT ALLOW
FOR THE INSTALLATION OF THE EQUIPMENT SPECIFIED.
5.
PROVIDE ALL DUCTWORK CONNECTIONS AND TRANSITIONS AT GRILLES, DIFFUSERS,
REGISTERS, FILTERS, COILS, AND OTHER LOCATIONS WHERE REQUIRED.
CONSTRUCT ALL TRANSITIONS AND CONNECTIONS ACCORDING TO SMACNA
STANDARDS.
6.
PROVIDE AND INSTALL DAMPERS IN THE BRANCH DUCTS, NEAR THE MAIN, SERVING
DIFFUSERS AND GRILLES TO ALLOW PLUS OR MINUS 10% OF THE CFM REQUIRED
FROM EACH DIFFUSER AND REGISTER AS LISTED ON THE PLANS.
7.
TESTING AND BALANCING AGENCY: PROVIDE AND INSTALL SHEAVES AND ALL
EQUIPMENT NECESSARY TO PROVIDE PLUS OR MINUS 10% OF THE CFM REQUIRED
FROM EACH DIFFUSER AND REGISTER.
8.
PROVIDE AND INSTALL ALL MECHANICAL EQUIPMENT, TRANSFORMERS, RELAYS, AND
OTHER ELEMENTS NECESSARY FOR A COMPLETE OPERATING SYSTEM. COMPLETE
ALL 24 VOLT CONTROL WIRING AND EQUIPMENT TO THE ABOVE. ALL LINE VOLTAGE
WIRING TO THE ABOVE SHALL BE COMPLETED BY THE ELECTRICAL CONTRACTOR.
REFER TO COORDINATION SCHEDULE ON ELECTRICAL DRAWINGS.
EXISTING HOOD
3" STAINLESS STEEL
BACK PLATE.
CEILING EXHAUSTER DETAIL
SCALE: NTS
D3
KITCHEN EXHAUST DETAIL
SCALE: NTS
M066
R3
R2
ECONOMIZER
SIMILAR
M101
NOTE: ALL NOTES ARE TYPICAL FOR ALL UNITS
HAIL GUARD
GAS CONNECTION PROVIDE
GAS VALVE, DRIP LEG AND
UNION PRIOR TO
CONNECTION.
RELIEF AIR
9.
TRAP CONDENSATE PER
MANUFACTURER'S
RECOMMENDATIONS.
PIPE TO NEAREST ROOF
DRAIN
RETURN
LAYOUT AND INSTALL COMPLETE AND FUNCTIONAL MECHANICAL SYSTEMS,
INCLUDING TEMPORARY CUTOFF OF EXISTING UTILITIES. PERFORM ALL CUTTING,
PATCHING, AND REPAIR ASSOCIATED WITH INSTALLING THE SYSTEMS.
16 GAUGE WELDED DUCT IN 3M
FIRE BARRIER GREASE & AIR
DUCT WRAP
4'-0" ABOVE COOKING SURFACE MAXIMUM SEE
MANUFACTURER FOR RECOMMENDED HEIGHTS
D2
PROVIDE AND INSTALL ALL MATERIAL AND EQUIPMENT AS REQUIRED BY UPC, UMC,
NFPA, LIFE SAFETY CODE, GAS CODE, AND ALL OTHER LOCAL CODES AND
ORDINANCES THAT APPLY. WHERE THERE IS A DISCREPANCY BETWEEN THE CODES
OR ORDINANCES AND THE DRAWINGS, THE MORE STRINGENT APPLICATION SHALL
APPLY.
R1
INSULATED ROOF CURB TO
MATCH ROOF SLOPE
ALTER DIMENSIONS OF THE DUCTWORK IN THE CEILING SPACE FROM SIZES
INDICATED ON THE DRAWINGS AT SPECIFIC LOCATIONS WHEN NECESSARY TO FIT
THE DUCTWORK IN THE SPACE PROVIDED. REROUTE DUCTWORK IN CEILING SPACE
TO AVOID OTHER MECHANICAL EQUIPMENT, LIGHT FIXTURES, ETC. MAINTAIN THE
SAME FREE AREA AND SUBMIT PROPOSED CHANGES TO THE ENGINEER FOR
APPROVAL. BE RESPONSIBLE FOR VERIFYING SPACE LIMITATIONS BEFORE
DUCTWORK FABRICATION AND MAKE CHANGES ACCORDINGLY. PROVIDE ALL
NECESSARY TRANSITIONS.
10. COORDINATE ALL PROPOSED ROOF PENETRATIONS WITH EXISTING WARRANTEE
HOLDER AND RELOCATE IF NECESSARY.
SUPPLY
11. PROVIDE ONE UNION AT ALL VALVES OR SUITABLE MEANS OF REMOVAL WITHOUT
PIPE CUTTING ON SCREWED PIPING. UNIONS REQUIRED ON COPPER PIPING AT
EQUIPMENT CONNECTION.
LAY-IN CEILING
T.O. >
111'-4"
RETURN
24"x24" TYPE
"B" RETURN
GRILLE
MECHANICAL SCHEDULE
#
R(e)
EXISTING ROOFTOP UNIT: SHOWN FOR REFERENCE.
"CARRIER" MODEL 48TCEA04A2A3A0A0A0 SERIAL#0910G40130
UNIT CFM
R(e) 1200
HTG
COOL MBH
TONS IN
3.0
115
OSA
CFM
0
MCA
29.1
SUPPLY RETURN
MOCP (W"xH") (W"xH") SEER MANUF. DATE
45.0 17"x12" 11"x26" 13
2010
R1R3
ROOFTOP UNIT: 13 SEER, GAS-FIRED, ELECTRIC R-410A REFRIGERATION, DOWN DISCHARGE
PACKAGED ROOFTOP UNIT. FILTERS: ASHRAE 25% DISPOSABLE. COMPRESSORS: DIRECT DRIVE,
HERMETIC RECIPROCATING WITH CRANKCASE HEATER, TEMPERATURE AND CURRENT OVERLOAD
PROTECTION AND SPRING ISOLATION. EVAPORATOR COILS: INTERNALLY FINNED COPPER TUBES
BONDED TO ALUMINUM PLATE. OUTDOOR FANS: DIRECT DRIVE, PERMANENTLY LUBRICATED.
INDOOR FAN: BELT DRIVE. NATURAL GAS HEATING SECTION: DRUM AND TUBE TYPE WITH FORCED
COMBUSTION. INTERNAL SPRING ISOLATORS. DISCONNECT SWITCH. POWERED CONVENIENCE
OUTELT, HIGH ALTITUDE KIT FOR 6000 FEET ABOVE SEA LEVEL. ACCESSORIES: HINGED ACCESS
PANELS, DB ECONOMIZER, CO2 SENSOR &CONTROL, 100% BAROMETRIC RELIEF, ROOF CURB TO
MATCH ROOF SLOPE, HAIL GUARD, PROGRAMMABLE THERMOSTAT. AMBIENT CONDITIONS =
89°F/59°F. ENTERING AIR = 80°F/60°F. HEATING MBH = INPUT. ELEC.=240V/1∅.
"CARRIER" MODELS LISTED
HEAT
WT.
COOL MBH OSA
SUPPLY RETURN
LBS. MCA MOCP (W"xH") (W"xH")
UNIT CFM ESP MBH INPUT CFM MODEL
R1 1434 0.50" 33.2
90
78
48KCF04
730 30
45
18"x12" 26"x11"
120
624
48KCF06E 836 41
60
18"x12" 26"x11"
R2 2000 0.75" 50.0
48KCF06E 836 41
18"x12" 26"x11"
R3 2000 0.75" 50.0
120
624
60
A
CEILING DIFFUSER: 4-WAY ADJUSTABLE VERTICAL/HORIZONTAL THROW STEEL 24"x24" FACE
UNLESS OTHERWISE INDICATED ON PLAN, SEE PLAN FOR NECK SIZE, CFM AND CEILING TYPE. NC <
30.
"KRUEGER" MODEL 1450 A
CEILING RETURN GRILLE: EGG-CRATE STYLE, 24"x24" FACE UNLESS OTHERWISE INDICATED ON
PLAN. SEE PLAN FOR NECK SIZE, CFM AND CEILING TYPE. PROVIDE OBD WHEN GRILLE IS USED FOR
EXHAUST. NC<30.
"KRUEGER" MODEL EGC-5
B
C
SIDEWALL SUPPLY GRILLE: STEEL FRAME, HORIZONTAL DEFLECTION VANES WITH OBD, SEE PLAN
FOR SIZE AND CFM. FIELD PAINT PER ARCHITECT. NC < 30.
"KRUEGER" MODEL 880-H
CX1CX2
CEILING EXHAUSTER: DIRECT DRIVE CEILING MOUNTED EXHAUSTER WITH BACKDRAFT DAMPER,
VIBRATION ISOLATOR KIT, INTEGRAL GRILLE, OCCUPANCY SENSOR AND BIRDSCREEN. 120 V/1∅
"COOK"
ESP
("WC) WATTS ACCESSORIES CONTROLLED BY
UNIT MODEL CFM
CX1 GC320
150
0.25"
53
WALL CAP
OCCUPANCY SENSOR
CX2 GC320
150
0.25"
53
WALL CAP
OCCUPANCY SENSOR
EF1EF3
EXISTING ROOF MOUNTED EXHAUSTER: SHOWN FOR REFERENCE
UNIT
EF1
EF2
EF3
MODEL
GREENHECK
GREENHECK
FANTECH
MODEL
CUBE140-7C
CUE100C
5DDD10AA
SERIAL#
91E02036
91E02037
NA
ELEC.
115V/1∅
115V/1∅
115V/1∅
AMPS
NA
NA
2.3
CONTROLLED
BY
WALL SWITCH
WALL SWITCH
WALL SWITCH
12. INSTALL SMOKE DETECTORS AND EQUIPMENT REQUIRED BY THE NFPA IN THE
SUPPLY AND RETURN DUCT MAINS OF THE AIR HANDLING EQUIPMENT. SMOKE
DETECTORS ARE PROVIDED BY THE ELECTRICAL CONTRACTOR.
SUPPLY
13. PROVIDE TURNING VANES IN ALL RECTANGULAR DUCTWORK AT ELBOWS AND TEES
WHETHER SHOWN ON THE PLANS OR NOT. THE ONLY EXCEPTION IS RETURN AIR
TRANSFER DUCTS BETWEEN ROOMS.
C2
ROOFTOP UNIT DETAIL
14. FIELD VERIFY THAT ALL NEW DUCTWORK CAN FIT WITHIN THE SPACE PROVIDED
PRIOR TO FABRICATING ANY NEW DUCTWORK. EXISTING DUCTWORK SHOWN IS
FROM ORIGINAL AS-BUILT DRAWINGS AND NOT ALL CONFIGURATIONS HAVE BEEN
VERIFIED.
SCALE: NTS
HANGER ROD SIZE: TYPE
"B" ¼"
TYPE "C" ¼"
TYPE "D" 3/8"
SECURE TO STRUCTURE ABOVE AS
RECOMMENDED BY SMACNA.
1"x16 GA. GALV.
METAL STRAP
DOUBLE-NUT &
WASHER @ END
OF ROD
SHEET METAL
SCREW RIVET OR
BOLT TO BOTH
SIDES OF DUCT.
MAX. SIDE
MAX. SIDE
FOR BRACING
ANGLES - SEE
NOTES
DUCT SCHEDULE
DUCT
DIMENSIONS
TYPE
INCHES
HANGER
UP THRU
14
20
32
44
56
62
86
OVER
12
18
30
42
54
60
84
96
96
15. ALL PLENUM INSTALLED MATERIALS MUST BE PLENUM RATED OR WRAPPED IN A
LISTED SYSTEM TO ACHIEVE A VALUE LOWER THAN 25 FLAME SPREAD AND 50
SMOKE DEVELOPMENT RATING.
A
A
A/B
B
B
B
C
C
D
TYPE "A"
8 FT. MAX. HANGER SPACING ALSO
PROVIDE 3 HANGERS AT EACH
TAKE-OFF OR BRANCH
TYPE "B", "C" & "D" 8 FT. MAX. HANGER
SPACING.
NOTES:
1. FOR SEVERAL DUCTS ON ONE HANGER TYPE "B"-"C" OR "D" MAY BE USED. SIZE OF HANGER WILL BE SELECTED ON THE SUM OF DUCT WIDTHS EQUAL
TO MAX. WIDTH OF DUCT SCHEDULE.
2. SCHEDULE FOR ANGLES FOR BRACING: TYPE "B" 1½"x1½"x1/8" ANGLE MAX. SPACING 8'-0" CENTERS; TYPE "C" 1½"x1½"x3/16" ANGLE MAX. SPACING
8'-0" CENTERS; TYPE "D" 2"x2"x¼" MAX. SPACING 4'-0" CENTERS.
B2
DUCT HANGER DETAIL
SCALE: NTS
M088
MECHANICAL SYMBOLS LEGEND
INSULATE ALL BRANCH DUCT AND
COVER CONNECTIONS WITH DUCT
WRAP.
1"x18 GAGE SHEETMETAL
SUPPORT STRAP. ATTACH TO
STRUCTURE ABOVE. 10' O.C.
MINIMUM
HANGER STRAPS
NO POP RIVETS
ALLOWED.
VOLUME
DAMPER
#10 x 3/4" SELF TAPPING CADIUM
PLATED SCREWS TO ANCHOR
STRAPS TO DUCT. (TYPICAL)
V/D
INSULATED FLEX DUCT SHEETMETAL SCREWS.
NO SAGS OR SHARP TURNS MAX RUN LIMITED TO 4 FEET
STRETCH DUCT RUN FOR SMOOTH INTERIOR.
A6
100CFM
CEILING DIFFUSER DESIGNATION = TYPE "A" WITH A 6" DIAMETER NECK
AT CFM SHOWN
UNION
B1
CEILING RETURN GRILLE DESIGNATION = TYPE "B" AT 1'X1'
GAS COCK
B2
CEILING RETURN GRILLE DESIGNATION = TYPE "B" AT 2'X2'
THERMOMETER
C16"x16"
100CFM
SIDEWALL DIFFUSER DESIGNATION = TYPE "C" WITH A 16"x16" FACE AT
CFM SHOWN
CHECK VALVE
UNIT DESIGNATION
1
23.01
USE ADJUSTABLE ROUND
SHEETMETAL DUCT ELBOW
WHERE AN IMMEDIATE TURN
FROM DIFFUSER.
DIFFUSER
WATER HAMMER ARRESTER
GATE VALVE
OS&Y
PLUG, CIRCUIT SETTER OR
GAUGE COCK
ROUND RIGID DUCT. SEE PLANS FOR
SIZES
FACTORY FABRICATED ROUND TO
RECTANGULAR OR SQUARE
ADAPTER. SEE DIFFUSER SCHEDULE.
2-WAY VALVE
RETURN GRILLE
3-WAY VALVE
BACKFLOW PREVENTER
RELIEF VALVE
FLEX DUCT
SIDEWALL SUPPLY
BUTTERFLY VALVE
BALL VALVE
MOTORIZED, FIRE, FIRE/SMOKE
VOLUME DAMPER
T
TYPICAL DIFFUSER CONNECTION DETAIL
R
CO 2
SCALE: NTS
M092
H
THERMOSTAT, REMOTE SENSOR
OR HUMIDISTAT
CARBON DIOXIDE SENSOR
NOTE: SYMBOLS ILLUSTRATED ABOVE MAY NOT APPEAR ON THE PLANS
RODAHL & HUMMELL
ARCHITECTURE, P.C.
REDUCED PRESSURE
BACKFLOW PREVENTER
SUPPLY DIFFUSER
SIDEWALL RETURN
A2
PRV
KEYED NOTE DESIGNATION
PRESSURE GAUGE
STAINLESS STEEL ADJUSTABLE
ADJUSTABLE DUCT BAND. (TYPICAL)
03/31/2016
SOLENOID
10"x10"
CLEAR INSIDE DUCT
DIMENSION (NEW)
ARCHITECTURE
LOWER VALLEY
SENIOR CENTER
GLOBE VALVE
FRUITLAND, NM
STRAINER
STRAINER WITH DRAIN VALVE
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
MECHANICAL SCHEDULE, DETAILS &
NOTES
Drawn:
Author
Checked:
Checker
Date:
2016-04-04
Filename:
Project:
1538
Sheet:
M601
Of:
KEYED NOTES
(E)SS
22.01 REMOVE (E)PLUMBING FIXTURE. SEE NEW WORK PLAN FOR REPLACEMENT.
22.02 REMOVE (E)PLUMBING FIXTURE. CAP WATER, WASTE AND VENT BEHIND FINISHED
SURFACE.
22.03 REMOVE/RELOCATE (E)HAND SINK. SEE NEW WORK PLAN.
22.04 REMOVE/RELOCATE (E)2-COMPARTMENT SINK AND GREASE TRAP. SEE NEW WORK
PLAN.
22.06 3/4"CW, 3/4"HW DROP TO PREP SINK. OFFSET 1/2"CW., 1/2"HW TO HAND SINK.
22.09 3"W DOWN, 2"V RISE FROM FLOOR SINK.
22.10 1-1/2"W DOWN, 1-1/2"V RISE FROM LAVATORY/RELOCATED HAND SINK.
22.11 CONNECT NEW PLUMBING FIXTURE TO (E)ROUGH-IN.
22.12 3"SS DOWN, 2"V RISE AND 3/4"CW ROUGH-IN FOR NEW WATER CLOSET.
22.15 REMOVE (E)CW, HW AND GAS DROPS TO ABOVE CEILING. SEE NEW WORK PLAN FOR
NEW CONNECTION.
22.16 REMOVE (E)IW AND GAS PIPING.
22.17 REMOVE (E)UNDERGROUND GAS PIPING BELOW FOOTPRINT OF NEW ADDITION.
22.18 REMOVE (E)GAS RISER AND ALL PIPING ON ROOF. SEE PLAN BELOW FOR
REPLACEMENT.
22.19 (E)FLOOR DRAIN TO REMAIN. SEE NEW WORK PLAN FOR REFURBISHMENT.
22.20 REMOVE (E)1" ABANDONED GAS SERVICE LINE ENTIRELY. COORDINATE WALL PATCH
WITH GENERAL CONTRACTOR.
22.21 DISCONNECT/REMOVE GAS FROM (E)(R) KITCHEN EQUIPMENT. SEE NEW WORK
PLAN NEW CONNECTION.
22.22 REMOVE (E)HOSE BIBB. REMOVE AND CAP CW INSIDE EXTERIOR WALL OR AS
INDICATED..
22.23 REMOVE GAS SUPPLY AND PIPING TO UNIT HEATER COMPLETELY.
22.24 MAKE NEW 2"G CONNECTION TO (E)2"G ON ROOF AND EXTEND AS INDICATED.
22.26 MAKE NEW 2"G CONNECTION TO UNDERGROUND GAS LINE AND EXTEND TO NEW
RISER LOCATION.
22.27 PROVIDE AND SECURE NEW STRAINER TO EXISTING FLOOR DRAIN/SINK FLUSH WITH
FINISHED FLOOR AND INSTALL NEW TRAP GUARD. COORDINATE FLOOR PATCH WITH
GENERAL CONTRACTOR. FIELD VERIFY EXACT REQUIREMENTS.
22.28 REMOVE WASHER/DRYER ROUGH-INS. CAP LINES ABOVE CEILING OR BEHIND
FINISHED SURFACE. COORDINATE PATCHWORK WITH GENERAL CONTRACTOR.
22.29 1-1/2"G DROP IN WALL. MAKE 1-1/4"G CONNECTION TO GAS RANGE AND 3/4"G
CONNECTION TO COMBI-OVEN. SEE GAS CONNECTION DETAIL.
22.30 NEW 1-1/2"CW CONNECTION TO (E)1-1/2"CW ABOVE CEILING.
22.31 1-1/2"CW DROP TO NEW WATER ENTRY WITH BFP WALL MOUNTED AT 24" ABOVE
FINISHED FLOOR. FIELD VERIFY EXACT CONDITIONS. SEE DETAIL.
22.32 1"G DOWN THROUGH ROOF. MAKE NEW GAS ONNECTION TO WATER HEATER. SEE
GAS CONNECTION DETAIL.
22.33 INSTALL NEW CHECK VALVE AND EXPANSION TANK (XT) ON 1"CW TO WATER
HEATER. FIELD VERIFY EXACT CONDITIONS.
22.37 EXTEND 1"G AND MAKE NEW CONNECTION TO ROOFTOP UNIT. SEE GAS
CONNECTION DETAIL. FIELD VERIFY EXACT CONDITIONS.
22.38 NEW GAS PIPE ON ROOF. SUPPORT WITH 5" HIGH B-LINE DURA-BLOK DB10 OR
EQUAL AT 8' CENTERS MAXIMUM.
22.39 DISCONNECT BRANCH PIPING AND REMOVE CW MAIN LINE. SEE PLAN BELOW FOR
REPLACEMENT.
22.41 RECONNECT (E)BRANCH CW PIPING TO NEW CW MAIN LINE. FIELD VERIFY EXACT
CONDITIONS.
22.42 REINSTALL EXISTING ELECTRIC WATER COOLER OVER (E)ROUGH-IN.
22.43 3/4"CW, 3/4"HW DROP, 2"W DOWN AND 2"V RISE FROM WASHER BOX (WB). SEE
DETAIL.
22.44 NEW 3/4"CW, 3/4"HW CONNECTION TO NEW/EXISTING LINES.
22.45 OFFSET 1"G TO SLOPED ROOF. FIELD VERIFY EXACT REQUIREMENTS.
22.46 EXTEND 3/4"CW TO HOSE BIBB MOUNTED AT 24"ABOVE GRADE.
22.47 NEW 3"SS CONNECTION TO (E)4"SS. FIELD VERIFY EXACT CONDITIONS.
22.48 LOCATE NEAREST 2' OR LARGER VENT THROUGH ROOF AND MAKE NEW 2"V
CONNECTION.
22.49 NEW TWO-WAY CLEANOUT TO GRADE. SEE DETAIL.
22.50 REMOVE EXISTING HOSE BIBB AND CW SUPPLY. CAP LINE AT MAIN.
(E)SS
22.02
22.01
Stair
2
STORAGE
110
MEN
106
22.01
22.23
WOMEN
105
22.01
22.01
22.01
OFFICE
111
DINING ROOM
107
22.01
22.23
STORAGE
112
OFFICE
108
22.28
22.23
WCO
22.18
22.50
22.39
(E)G
22.39
(E)4"SS
(E)4"SS
KITCHEN
104
OFFICE
113
22.21
22.22
COMPUTER
101
22.19
(E)G
22.03
22.17
22.17
(E)G
GAME ROOM
100
22.18
22.18
22.16
22.15
(E)G
22.17
VEST
103
22.04
COOLER/ FREEZER
115
1
22.20
(E)G
22.39
R.R.
102
PLUMBING DEMOLITION PLAN
1/8" = 1'-0"
(E)SS
(E)SS
ENTRY
109
22.32
22.12
FPHB
22.47
22.11
2"G
U
L
TMV
(E)EWC
DINING ROOM
107
2"V
FCO
22.11
(R)
H.SK.
XT
22.09
FS
22.31
BFP
PRV
WB
VEST
103
22.10
22.42
FS
BV
22.43
2"V
MEN
106
22.44
L
TMV
22.38
22.48
2"G
22.11
OFFICE
111
WOMEN
105
22.27
1-1/2"G
22.27
WC
3/4"CW
WC
22.33
1-1/2"G
3/4"CW
3/4"HW
WC
3/4"HW
STORAGE
110
2"G
2"G
22.09
22.24
FPHB
22.37
22.37
L
TMV
2"VTR
COOLER/ FREEZER
115
1"G
1"G
1"G
22.06
R.R.
102
WC
22.37
22.30
22.45
22.38
22.46
FPHB
22.32
BV
1-1/4"G
DCO
(E)4"SS
(E4")SS
OFFICE
113
4"SS
22.49
KITCHEN
104
(E)4"SS
COMPUTER
101
1"G
22.37
22.38
22.38
2"G
GAME ROOM
100
RODAHL & HUMMELL
ARCHITECTURE, P.C.
1/4" = 1'-0"
22.26
ARCHITECTURE
2"G
22.29
(E)2
1-1/2"G
COOLER/ FREEZER
115
4"SS
PLUMBING FLOOR PLAN
1/8" = 1'-0"
03/31/2016
2"G
VEST
103
GCO
GCO
3
ENLARGED PLUMBING PLAN
22.38
22.44
4"
SS
FOR CONTINUATION
SEE 1/8"PLAN
1-1/2"G
22.27
2
FOR CONTINUATION
SEE 1/8"PLAN
22.45
WAREWASH
114
22.12
1"G
22.41
22.10
3"SS
OFFICE
108
3"SS
STORAGE
112
3
P101
R.R.
102
"G
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
LOWER VALLEY
SENIOR CENTER
FRUITLAND, NM
4"SS
GCO
PLUMBING FLOOR PLANS
Drawn:
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Date:
2016-04-04
Filename:
Project:
1538
Sheet:
P101
Of:
PLUMBING SYMBOLS LEGEND
1-12/" CW
TO BUILDING
SYMBOL
DESCRIPTION
SCHEDULE
WC
FLUSH TANK WATER CLOSET: A.D.A COMPLIANT, 1.28 GPF FLOOR MOUNTED
VITREOUS CHINA, SIPHON JET FLUSHING, ELONGATED FRONT TOILET, EVERCLEAN
SURFACE. COMPLETE WITH OPEN FRONT SEAT LESS COVER AND BOLT CAPS.
FLUSH LEVER OPPOSITE SIDEWALL.
"AMERICAN STANDARD" CADET MODEL 3339.128.
WASTE = 3", VENT = 2", CW = 3/4"
U
URINAL: A.D.A. COMPLIANT, VITREOUS CHINA W/ WASHOUT ACTION, 3/4" TOP SPUD
INLET 2 IN. OUTLET, ADJUSTABLE FLOOR SUPPORTED WALL CARRIER, "AMERICAN
STANDARD" 6045.013.002 1.0 PINT MANUAL FLUSH VALVE.
"AMERICAN STANDARD" WASHBROOK MODEL 6590.125
WASTE = 2 IN., VENT = 1-1/2 IN., CW = 1 IN.
L
LAVATORY: A.D.A. COMPLIANT, COUNTERTOP, VITREOUS CHINA,, 4" FAUCET
CENTERS, CHROME PLATED GRID DRAIN, OFFSET TAILPIECE "TRUE-BRO" LAV
GUARD "AMERICAN STANDARD" 7385.003 SINGLE LEVER CHROME PLATED FAUCET
LESS POP-UP DRAIN, 1.5 GPM AERATOR.
"AMERICAN STANDARD" AQUALYN 0476.028
WASTE = 2 IN., VENT = 1 - 1/2 IN., CW = 1/2 IN. HW = 1/2"
UNIT DESIGNATION
KEYED NOTE
PRESSURE REDUCING VALVE
(SET @ 50PSI) W/ INTEGRAL
STRAINER
1-1/2"
POINT OF CONNECTION
PRESSURE GAUGE, TYP
VENT
COLD WATER (CW)
HOT WATER SUPPLY (140°F) (HW)
HOT WATER RETURN (HWR)
GAS (6.5"w.c.)
G
TO MOP
SINK
EWC1
SANITARY WASTE (ABOVE FLOOR)
BACKFLOW
PREVENTER (BFP)
C1
SS
SANITARY WASTE (SS) (BELOW FLOOR)
GAS COCK
WATER ENTRY ASSEMBLY
BALL VALVE
BFP1 BACKFLOW PREVENTER: SEE PLAN FOR SIZE, LEAD FREE, BRONZE BODY WITH
STAINLESS STEEL SPRINGS, REDUCED PRESSURE BACKFLOW PREVENTER
COMPLETE WITH TWO "Y" PATTERN CHECK VALVES AND ONE HYDRAULICALLY
DEPENDENT DIFFERENTIAL RELIEF VALVE. PROVIDE BALL SHUT OFF VALVES AND
DRAIN KIT. ASSE STANDARD 1013.
"FEBCO" MODEL LF825Y
STRAINER
CO
INTERIOR FLOOR CLEAN OUT: CAST IRON CLEAN OUT WITH THREADED
ADJUSTABLE HOUSING, SV HUB OUTLET, FLANGED FERRULE WITH PLUG AND
ROUND SCORIATED POLISHED BRONZE SECURED TOP.
"ZURN" MODEL ZB-1400- (VERIFY SURFACE TYPE)
FD
FLOOR DRAIN: CAST IRON FLOOR DRAIN WITH TRAP GUARD, VANDAL PROOF
SECURED TOP, NICKEL BRONZE STRAINER. EXTENSION ADAPTER MAY BE
REQUIRED, CONTRACTOR TO VERIFY AND INCLUDE IF NECESSARY.
"ZURN" MODEL Z-415 W/ TYPE B STRAINER
WASTE = 2 IN., VENT = 2 IN.
CHECK VALVE
SCALE: N.T.S.
RELIEF VALVE
TERMINATE WITH
VENT CAP (VC)
UNION
WATER HAMMER ARRESTER
SOLENOID
RUBBER BOOT
PRV
12" MIN.
SEAL WATERTIGHT
BACKFLOW PREVENTER
ROOFING OVER BASE
VENT THRU ROOF
FPHB HOSE BIBB: FREEZELESS, AUTOMATIC DRAINING, WALL HYDRANT: BRASS WITH
POLISHED CHROME PLEATED CASTING, KEY OPERATED, AND CHROME PLATE
VACUUM BREAKER, 3/4" FPT, MIN. 16" LENGTH
"WOODFORD" MODEL 67-3/4 IN
DOUBLE CLEAN OUT
PRV
FLOOR SINK
SEE ARCH.
DWG's FOR
ROOF
CONST.
8" MIN.
DCO
CO
CONTINUOUS
RUBBER BOOT
INCREASE TO NEXT LARGER
PIPE SIZE (EXCEPT 4")
VENT, REQUIRED SIZE
B1
CLEAN OUT
SCALE: N.T.S.
P40
PRESSURE REDUCING VALVE: LEAD FREE BRONZE BODY, 300 PSI INLET RATING,
SET TO 60PSI OUTLET PRESSURE, ASSE 1003 CERTIFIED, NSF CERTIFIED.
"WATTS" SERIES LFX65B
TMV THERMOSTATIC MIXING VALVE: 1/ "-1" (SEE PLAN FOR SIZE)ASSE 1070 AND 1017,
2
POINT-OF-USE MIXING VALVE. SET AT 105°F. COLD WATER 50°F.; HOT WATER
140°F.;
MODEL
MVB
XT "APOLLO"
EXPANSION
TANK:
POTABLE WATER USE, 175 MAX. WORKING PRESSURE, 2.0
M
METER
(E)
(EXISTING)
IW
INDIRECT WASTE
GC
GENERAL CONTRACTOR
GALLONS TOTAL VOLUME, 40 PSIG FACTORY PRECHARGE.
"AMTROL" MODEL ST-5C
PC
PLUMBING CONTRACTOR
TYP
TYPICAL
VENT THRU ROOF DETAIL
ELECTRIC WATER COOLER: A.D.A. COMPLIANT WATER COOLER WITH
STRAINER, ANGLE STOPS, TRAPS, FRONT PUSH-BAR AND WALL HANGERS.
8.0GPH, GRAY GRANITE VINYL CLAD STEEL
ELEC = 120V/1PH/3.2 FLA
"ELKAY" MODEL LZSG8
WASTE = 2", VENT = 1-1/2" CW = 1/2"
WB
WASHER BOX: WHITE POWDER COATED METAL WASHER BOX WITH QUARTER
TURN VALVES AND WATTER HAMMER ARRESTORS
"GUY GRAY" MODEL 82158
WASTE = 2 IN.; VENT = 2 IN.; CW = 3/4 IN.; HW = 3/4 IN.
WCO
WALL CLEANOUT: BRASS PLUG WITH ROUND STAINLESS STEEL SECURED ACCESS
COVER, SEE PLAN FOR SIZE.
"ZURN" MODEL Z-1468
NOTE: SYMBOLS ILLUSTRATED ABOVE MAY NOT APPEAR ON THE PLANS
PLUMBING GENERAL NOTES
CLEANOUT
TEE
(E)(R)
2-COMPARTMENT
PREP SINK
1.
COMPLETE ALL WORK IN FULL COMPLIANCE WITH THE UMC, UPC,IBC, LIFE SAFETY
CODE, N.F.P.A. AND ALL LOCAL CODES AND ORDINANCES.
2.
CAREFULLY LAYOUT AND INSTALL THE PLUMBING SYSTEMS INCLUDING ALL
COORDINATION WITH MECHANICAL EQUIPMENT, DUCTWORK, ELECTRICAL
EQUIPMENT AND ANY OTHER EQUIPMENT THAT MAY REQUIRE COORDINATION
EFFORTS. COORDINATE TEMPORARY CUT-OFF OF WATER AND SEWER WITH UTILITY
PROVIDERS. PERFORM ALL NECESSARY TRENCHING, BACK FILLING, CUTTING,
PATCHING, REPAIRING, ETC. ASSOCIATED WITH THE INSTALLATION OF THE
PLUMBING SYSTEM SHOWN ON THE PLANS AND DESCRIBED IN THE SPECIFICATIONS.
3.
VERIFY ALL INVERTS BEFORE ROUTING ANY AND ALL PIPING. NO COMPENSATION
WILL BE MADE FOR THE CONTRACTOR'S FAILURE TO COORDINATE WORK WITH SITE
CONDITIONS. BECOME TOTALLY FAMILIAR WITH ALL ASPECTS OF THE WORK AND ALL
CONSTRAINTS AND LIMITATIONS OF THE WORK REQUIRED.
4.
ROUTE PIPING AS NEARLY AS POSSIBLE TO THE ROUTING INDICATED ON THE PLANS,
BUT MAKE MINOR CHANGES IN ROUTING TO ACCOMMODATE THE CONDITIONS AT
THE SITE. DO NOT UNDERTAKE MAJOR REROUTING OF PIPING WITHOUT WRITTEN
APPROVAL FROM ENGINEER. MAKE ALL REQUIRED TRANSITIONS, OFFSETS, MINOR
RE-LOCATIONS, AND ALL ASSOCIATED FITTINGS, PIPING, AND EQUIPMENT TO
INSTALL A COMPLETE AND OPERATIONAL SYSTEM.
5.
THE PROXIMITY OF WATER AND SEWER LINES SHALL BE AS FOLLOWS, UNLESS
WRITTEN APPROVAL FROM THE STATE HEALTH DEPARTMENT SPECIFIES DIFFERENT
CONDITIONS: WHENEVER POSSIBLE, IT IS DESIRABLE TO LAY PARALLEL WATER AND
SEWER LINES AT LEAST TEN FEET APART HORIZONTALLY, AND THE WATER LINE
SHOULD BE AT A HIGHER ELEVATION THAN THE SEWER LINE. IF THIS IS NOT
POSSIBLE, SEPARATE TRENCHES WILL BE REQUIRED IN ALL CASES (THIS SHALL BE
EFFECTIVE EVEN THOUGH ONE LINE HAS BEEN INSTALLED PRIOR TO THE OTHER),
AND THE WATER LINE SHALL BE AT LEAST ONE FOOT ABOVE THE SEWER LINE.
WHERE LINES INTERSECT THE WATER LINE SHALL BE SLEEVED FOR TEN FEET ON
EACH SIDE OF THE INTERSECTION.
6.
ALL CONTRACTORS BIDDING ON THIS PROJECT ARE CAUTIONED TO VISIT THE SITE
AND MAKE ALL NECESSARY INQUIRIES TO DETERMINE THE EXISTING CONDITIONS
PRIOR TO SUBMITTING THEIR BIDS. NO SUBSEQUENT ALLOWANCE WILL BE MADE TO
COMPENSATE FOR LACK OF PRE-BID INSPECTIONS BY THE SUCCESSFUL
CONTRACTOR. ANY LINES ENCOUNTERED WHICH MAY INTERFERE WITH NEW
CONSTRUCTION SHALL BE RELOCATED IF ACTIVE AND ABANDONED IF INACTIVE BY
THIS CONTRACTOR UNDER THIS CONTRACT BY FIRST CONTACTING THE ARCHITECT
FOR A RULING AS TO THEIR REMOVAL, RELOCATION, ETC.
7.
PROVIDE ACCESS PANELS TO ALL INACCESSIBLE PLUMBING EQUIPMENT.
8.
INSULATE ALL NEWLY INSTALLED PIPING (DOMESTIC HOT, COLD, AND RECIRC.
WATER) IN THE BUILDING. LABEL PIPE WITH FLUID TYPE AND FLOW DIRECTION.
9.
PROVIDE WALL CLEANOUTS AT ALL URINALS, SINKS AND LAVATORIES.
STAINLESS STEEL
ACCESS COVER W/
COUNTERSUNK SCREW
TWIST HANDLE
DRAIN (TYP. 3)
2"INDIRECT
WASTE
FINISHED WALL
(E)(R) GREASE
TRAP
FLOOR SINK, SEE
SCHEDULE
B2
PREP SINK DETAIL
WALL CLEANOUT DETAIL
B3
SCALE: N.T.S.
SCALE: N.T.S.
P41
1-1/2" MIN.
PROVIDE GAS PRESSURE
REGULATOR (WHERE REQUIRED)
VENTED TO OUTDOORS WHEN
LOCATED INSIDE
#3 REBAR
GAS COCK
#3 BRAZED TO C.I., (TYP)
3000 PSI CONCRETE
1" CHAMFER
GAS
CONNECTOR OR
RIGID PIPE
18" MIN
24" MIN
IRON FERRULE W/BRASS
C. S. SCREW PLUG (TYP).
MIN
6"
FINISHED GRADE
SOIL PIPE RISER (TYP).
11. PRESSURE TEST, FLUSH AND DISINFECT ALL DOMESTIC WATER PIPING PER
CHAPTER 6 OF THE PLUMBING CODE PRIOR TO CALLING FOR FINAL INSPECTION.
TWO-WAY CLEANOUT
12. TERMINATE ALL PLUMBING VENTS NOT LESS THAN 25' FROM ANY VENTILATION AIR
INTAKES. COORDINATE WITH MECHANICAL CONTRACTOR AND MECHANICAL DWGS.
TERMINATE WITH VENT CAP (VC).
MAIN
A3
GAS CONNECTION DETAIL
SCALE: N.T.S.
RODAHL & HUMMELL
ARCHITECTURE, P.C.
10. PERFORM PRESSURE TEST OF WASTE/VENT LINE PER CODE. COMPLETE A
SUCCESSFUL TEST PRIOR TO COVERING THE WORK.
MIN. 6" DIRT LEG
UNION
03/31/2016
C1
ARCHITECTURE
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
LOWER VALLEY
SENIOR CENTER
DOUBLE CLEANOUT TO GRADE
FRUITLAND, NM
SCALE: N.T.S.
PLUMBING SCHEDULE AND DETAILS
P04
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Filename:
Project:
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Sheet:
P601
Of:
ELECTRICAL SYMBOLS LEGEND
FIRE ALARM
SWITCHING
LIGHTING
RECTANGULAR FIXTURE, CEILING MOUNTED
(DIMENSIONS AS SHOWN)
A
A
A
B
C
A
A
A
A
A-E
3.
NOTIFY THE ENGINEER IN WRITING IF DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND ANY ASSOCIATED
LEGAL OR SAFETY REQUIREMENTS ARE DETECTED. THE ENGINEER WILL MODIFY THE CONTRACT DOCUMENTS
ACCORDINGLY. IF THE CONTRACTOR PROCEEDS W/ ANY WORK WHICH IS IN VARIANCE OF KNOWN LEGAL OR
SAFETY REQUIREMENTS, THE CONTRACTOR WILL ASSUME RESPONSIBILITY FOR THIS WORK AND WILL PROMPTLY
CORRECT THE WORK, WHEN NOTIFIED WITHOUT ADDITIONAL COST TO THE OWNER.
4.
FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK. NOTIFY THE ENGINEER OF ANY
DISCREPANCIES BEFORE PROCEEDING. NO CLAIM FOR ADDITIONAL COST OR TIME EXTENSION WILL BE ALLOWED
WITHOUT PROPER NOTICE PLUS PRIOR DETERMINATION OF TIME AND COST TO THE OWNER.
5.
CLEAN THE ENTIRE ELECTRICAL SYSTEM AFTER COMPLETION OF THE INSTALLATION. REMOVE ALL FOREIGN
MATTER, PAINT, OR DIRT, GREASE, UNNEEDED LABELS OR STICKERS FROM FIXTURES AND EQUIPMENT. REMOVE
ALL RUBBISH AND DEBRIS ACCUMULATED DURING INSTALLATION FOR THE PREMISES.
WALL OCCUPANCY SENSOR (ARROWS INDICATE VIEW)
6.
COORDINATE ALL PHASES OF THE ELECTRICAL WORK WITH THE ARCHITECT AND GENERAL CONTRACTOR.
PERFORM WORK TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO THE OWNER.
POWER OUTLETS
7.
OBTAIN, FROM SYSTEM SUPPLIERS, ALL WIRING DIAGRAMS FOR ALL EQUIPMENT, PRIOR TO ANY ROUGH-IN, TO
ASSURE THAT PROPER ELECTRICAL CHARACTERISTICS ARE PROVIDED, ANY INCORRECT WIRING OR DEVICES
INSTALLED BY ELECTRICAL CONTRACTOR WITHOUT THE WIRING DIAGRAM SHALL BE CORRECTED AT ELECTRICAL
CONTRACTOR'S EXPENSE.
8.
VERIFY ELECTRICAL DEVICE LOCATIONS WITH ARCHITECTURAL CASE WORK DETAILS PRIOR TO ANY ROUGH-IN.
9.
VERIFY FINAL LOCATIONS OF ALL SINKS WITH THE PLUMBING CONTRACTOR PRIOR TO ROUGH-IN. ANY
ELECTRICAL DEVICES LOCATED ABOVE COUNTER AND BEHIND FINAL SINK LOCATIONS WILL BE SHIFTED A
MINIMUM OF 8'' TO EITHER SIDE OF SINK. ANY ELECTRICAL DEVICES LEFT BEHIND SINK AT TIME OF FINAL
ELECTRICAL WALK THROUGH WILL BE RELOCATED AT ELECTRICAL CONTRACTOR'S EXPENSE.
10.
PRIOR TO INSTALLATION, THE OWNER RESERVES THE RIGHT TO RELOCATE ANY ELECTRICAL DEVICE, UP TO A
DISTANCE OF 12", WITHOUT ADDITIONAL CHARGE.
11.
FIELD VERIFY AND COORDINATE THE EXACT LOCATION OF ALL SYSTEMS AND EQUIPMENT WITH ALL TRADES
PRIOR TO INSTALLATION. WHERE EXACT LOCATIONS ARE NECESSARY, THEY ARE DIMENSIONED ON THESE
DRAWINGS. WHERE THERE IS A QUESTION OF ADEQUATE CLEARANCE OR COORDINATION BETWEEN TRADES, THIS
CONTRACTOR WILL PREPARE AS BUILT DRAWINGS FOR ENGINEERS REVIEW.
12.
CONTACT UTILITY COMPANIES (POWER, GAS, WATER, SEWER, TELEPHONE, CABLE TV., ETC.) PRIOR TO
TRENCHING IN ORDER TO IDENTIFY UNDERGROUND UTILITIES. CONTRACTOR SHALL LOCATE SECONDARY SERVICE
FEEDERS, UNDER- GROUND ELECTRICAL BRANCH CIRCUITS, SPRINKLER LINES, ETC., PRIOR TO TRENCHING.
ANY CUT DAMAGED UNDER- GROUND UTILITIES SHALL REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE.
13.
UTILIZE COPPER CONDUCTORS, RATED FOR 600 VOLTS, TYPE THHN/THWN INSULATION, UNLESS OTHERWISE
INDICATED. MINIMUM WIRE SIZE #12 AWG AND STRANDED FOR #8 AWG OR LARGER, RUN WIRING IN CONDUIT
AND PROVIDE WIRE TYPE EQUIPMENT GROUND, UNLESS OTHERWISE NOTED (INCLUDING LOW VOLTAGE WIRING).
14.
UTILIZE 1/2 INCH E.M.T. CONDUIT MINIMUM. WHERE REQUIRED TO PROTECT FROM PHYSICAL DAMAGE, USE
RIGID OR IMC TYPE CONDUIT. RUN CONDUIT CONCEALED UNLESS OTHERWISE SHOWN ON THE DRAWINGS. USE
FLEXIBLE METALLIC CONDUIT WHERE NEEDED. PROVIDE EXPANSION FITTINGS FOR CONDUIT CROSSING
EXPANSION JOINTS.
15.
SUPPORT ALL CONDUIT INDEPENDENTLY FROM THE BUILDING STRUCTURE. DO NOT SUPPORT FROM VENTILATION
DUCTS, MECHANICAL PIPING, SUSPENDED CEILING GRIDS, OR THEIR HANGERS. USE ONLY ACCEPTABLE
METHODS OF SUPPORT.
16.
TERMINATING & SPLICING: MAKE ALL JOINTS & SPLICES IN BRANCH CIRCUIT WIRING, #10 AWG & SMALLER,
W/ AN APPROVED SOLDER LESS TOOL OR TWIST ON CONNECTORS. #8 AWG AND LARGER USE HIGH
COMPRESSION BARREL SPLICES WITH SHRINK WRAP AND MANUFACTURER'S COMPATIBLE CONNECTORS IN
GUTTERS, AND SIMILAR LOCATIONS; BUT NOT ALLOWED IN RACEWAYS. LEAVE SUFFICIENT SLACK TO PERMIT 2
OR MORE SPLICES OR JOINTS TO BE REMADE IN CASE OF FAULT.
17.
EMT CONDUIT FITTINGS: IN DRY LOCATIONS USE STEEL SET SCREW TYPE OR "REGAL" DIE CAST SET SCREW
COUPLINGS AND CONNECTORS. DIE CAST FITTINGS WILL NOT BE USED ON THIS PROJECT. DAMP/ WET
LOCATIONS: USE STEEL COMPRESSION GLAND TYPE COUPLER AND CONNECTIONS.
18.
SURFACE RACEWAY: WHEREVER CONCEALED CONDUIT IN FINISHED AREAS IS NOT POSSIBLE, INSTALL SURFACE
MOUNTED RACEWAYS EQUAL TO WIREMOLD. RUN SURFACE RACEWAYS IN CORNER OF WALL AND CEILING. ALL
RACEWAYS THAT ARE EXPOSED WILL REQUIRE ARCHITECT'S/ ENGINEER'S APPROVAL PRIOR TO ROUGH-IN.
COLOR BY ARCHITECT.
19.
TYPE NM (ROMEX CABLE) AND NMC CABLE WILL NOT BE ALLOWED ON THIS PROJECT.
ANN
FA ANNUNCIATOR
20A, 3-WAY TOGGLE SWITCH
FA ADA HORN/STROBE. V=VOICE/STROBE
S3
S4
SK
F
FA CEILING MOUNTED FA HORN/STROBE
SN
20A, NETWORKED SWITCH
SD
DIMMER SWITCH
F
FA ADA STROBE
F
DOT SYMBOL ADDITION
INDICATES PENDANT MOUNTING
BOX SYMBOL ADDITION
INDICATES FLOOR OR IN-GROUND MOUNTING
V
F
FA CEILING MOUNTED FA STROBE
F
FA FIRE ALARM PULL STATION
F/S
FA FIRE/SMOKE DAMPER
RI
FA REMOTE INDICATOR
FS
FA FLOW SWITCH
TS
FA TAMPER SWITCH
20A, 4-WAY TOGGLE SWITCH
20A, 1 POLE KEY OPERATED SWITCH
PUSHBUTTON SWITCH
TC
TIME CLOCK SWITCH
PH
PHOTOSENSOR
RC
ROOM CONTROLLER (ABOVE CEILING)
CEILING OCCUPANCY SENSOR (ARROWS INDICATE VIEW)
FA GAS DETECTOR
HALF FILLED SYMBOL
INDICATES EMERGENCY VERSION
FA SMOKE DETECTOR
EXIT SIGNS
(FILL INDICATES NUMBER OF FACES)
WITH
LIGHTS
PERFORM ALL ELECTRICAL WORK IN A NEAT AND WORKMANLIKE MANNER IN FULL COMPLIANCE WITH ALL
APPLICABLE, ADOPTED, CODES; INCLUDING, BUT NOT LIMITED TO THE NATIONAL ELECTRICAL CODE (NEC),
UBC, IBC, NFPA, AND ADA. ALL LOCAL AND STATE REQUIREMENTS WILL BE OBSERVED DURING THE
PERFORMANCE OF THIS WORK.
20A, 1 POLE TOGGLE SWITCH
ARM SYMBOL ADDITION
INDICATES WALL MOUNTING
A-E
2.
S
POLE MOUNTED FIXTURE
(HEADS NOT TO SCALE)
A
A
PROVIDE, INSTALL, AND COORDINATE ALL WORK INDICATED BY THESE DRAWINGS. THIS CONSISTS OF
FURNISHING ALL LABOR, EQUIPMENT, SUPPLIES AND MATERIALS IN ADDITION TO PERFORMING ALL OPERATIONS
INCLUDING CUTTING, CHANNELING & UNDERGROUND TRENCHING, BACK FILL & TAMPING NECESSARY FOR THE
INSTALLATION OF COMPLETE POWER, LIGHTING, OR OTHER SYSTEMS AS SHOWN.
FIRE ALARM (FA) CONTROL PANEL
TRACK LIGHTING
(LENGTH AS SHOWN, HEADS NOT TO SCALE)
A
1.
FACP
ROUND FIXTURE, CEILING MOUNTED
(DIMENSIONS AS SHOWN)
DS
WITH DOUBLE
ARROW FACE
FA HEAT DETECTOR
20A, 120V, DUPLEX RECEPTACLE
FA DUCT SMOKE DETECTOR
20A, 120V, FOURPLEX RECEPTACLE
2P-4W RECEPTACLE (SEE PANEL SCHEDULE FOR DETAILS)
NOTES:
1. Lower case letters after a comma in the fixture designation indicate switching. For
example, "A3, b" indicates a type A3 fixture controlled by switch b.
2. A fixture designation ending in "-E" indicates an emergency fixture, even where the
fixture symbol may too small to show a half fill clearly.
3. Dimensions and mounting heights in the lighting fixture schedule supercede
information implied by these symbols. Symbols are for general reference only.
POWER DISTRIBUTION
SURFACE MOUNTED ELECTRICAL PLUG-IN
RACEWAY
G
20A, 120V - GROUND FAULT PROTECTED (AT RECEPT.
OR BREAKER, AS REQUIRED FOR ACCESSIBILITY)
WP
20A, 120V - WEATHERPROOF IN USE COVER
GROUND FAULT PROTECTED (AT RECEPT.
OR BREAKER, AS REQUIRED FOR ACCESSIBILITY)
20A, 120V, DUPLEX RECEPTACLE, HALF SWITCHED
DISCONNECT SWITCH
COMMUNICATIONS
2P
S
SPECIAL RECEPTACLE
20A FRACTIONAL HORSEPOWER DISCONNECT
SWITCH WITH THERMAL OVERLOAD
PROTECTION. 2P = 2 POLE
T
DATA OUTLET
DATA OUTLET, ABOVE COUNTER
CEILING MOUNTED DUPLEX RECEPTACLE, 20A, 120V
FLOOR MOUNTED DUPLEX RECEPTACLE, 20A, 120V
MOTOR OR EXHAUST FAN
SIMPLEX TYPE RECEPTACLE
CONTROL STATION
20A, 120V, DUPLEX RECEPTACLE, ABOVE COUNTER
ANALOG PHONE OUTLET
M
METER
COMBINATION DATA & ANALOG PHONE OUTLET
R
RELAY
COMBINATION DATA & ANALOG PHONE OUTLET, ABOVE COUNTER
G
GROUND CONNECTION
ANALOG PHONE OUTLET, ABOVE COUNTER
BOX INDICATES FLUSH MOUNTING IN FLOOR
CIRCLE INDICATES FLUSH MOUNTING IN CEILING
3
SUBSCRIPT INDICATES QUANTITY OF PORTS (IF MORE THAN 1)
4
M
M
M
MICROPHONE:
CEILING, WALL AND FLOOR MOUNTED RESPECTIVELY
S
S
S
SPEAKER:
CEILING, WALL AND FLOOR MOUNTED RESPECTIVELY
J
DOOR CONTROLS
THERMOSTAT OUTLET BOX: SINGLE GANG
BACK BOX, PLASTER RING (UNLESS
OTHERWISE NOTED) 1/2''CONDUIT
AND PULL CORD TO MECH UNIT
T
2
J
J
JUNCTION BOX, CEILING, WALL AND
FLOOR MOUNTED RESPECTIVELY
BRANCH CIRCUIT PANEL BOARD,
SEE SCHEDULE FOR MOUNTING
T
AO
AUTOMATIC DOOR OPENER
DH
MAGNETIC DOOR HOLDER
PS
DOOR POSITION SWITCH
EL
ELECTRIC LOCK/STRIKE
KP
KEY PAD
KC
KEY CARD READER
PAD MOUNT TRANSFORMER
ABBREVIATIONS
WALL MOUNTED HORN/SPEAKER
T
WALL MOUNT TRANSFORMER
WIRELESS ACCESS POINT
WAP
SURGE PROTECTION DEVICE
TVSS
B
BELL
C
CLOCK OUTLET, SINGLE RECEPTACLE WITH BRACKET & CLOCK
C/S
COMBINATION CLOCK & SPEAKER WALL MOUNTED
TV
TELEVISION OUTLET
GROUND
CONDUIT STUB-OUT
LIGHTNING/SURGE ARRESTOR
LA
S IC
INTERCOM CONTROL SWITCH
S IV
INTERCOM VOLUME CONTROL
C1D1 RATED SEALS
SECURITY SYSTEM INFRARED MOTION SENSOR
SITE PLAN
SECURITY SYSTEM CAMERA
OR
PULL CORD, WALL MOUNTED
NP
PULL CORD, CEILING MOUNTED
NB
CALL BUTTON
NL
INDICATOR LIGHT
NC
CONTROL STATION
UGP
UNDERGROUND ELECTRICAL PRIMARY FEEDER
UGE
UNDERGROUND ELECTRICAL FEEDER
UGC
UNDERGROUND COMMUNICATIONS
OHE
OVERHEAD ELECTRICAL FEEDER
OHP
NURSE CALL
NP
OVERHEAD ELECTRICAL PRIMARY FEEDER
TV
UNDERGROUND TELEVISION CABLE
T
UNDERGROUND TELEPHONE CABLE
MOUNTING
WALL MOUNTED
F
PNL
CB
E
D
H
J
G
S C DS
48''
C
B
F
MOUNTING HEIGHTS
A
90'' TO TOP AND NOT LESS THAN 6'' BELOW
FINISHED CEILING WHERE REQUIRED
80'' TO BOTTOM AND NOT GREATER THAN 96''
TO BOTTOM
B
TV
T
KEY
F
F
TV
NOT TO SCALE
NOTES:
1. VERIFY ALL MOUNTING HEIGHTS
WITH ARCHITECT PRIOR TO ROUGH-IN.
2. DIMENSIONS ARE TO TOP OF DEVICE WITH TRIM.
ADJUST BACK BOX LOCATION AS REQUIRED.
C
6'-0''
D
48'' TO TOP AFF
E
20'' TO TOP AFF
F
3''
G
6''AC
H
5'-0'' TO HANDLE
J
6'-6''MAX
3. ALL MOUNTING HEIGHTS SHALL CONFORM TO THE LATEST
EDITION OF THE AMERICANS WITH DISABILITIES ACT. (ADA)
LINETYPES
SOLID BLACK INDICATES NEW DEVICE
F
GRAY INDICATES EXISTING
DEVICE TO REMAIN
DASHED INDICATES EXISTING DEVICE
TO BE DEMOLISHED
F
R
R
R
AC
AFF
ABOVE COUNTER
ABOVE FINISHED FLOOR
20.
AFG
ARCH
BC
ABOVE FINISHED GRADE
ARCHITECTURAL
BELOW COUNTER
FEEDER RACEWAY: IN ADDITION TO RACEWAY BONDING REQUIRED BY CODE & OUTLET BOX BONDING
JUMPERS, A SEPARATE, INSULATED, GREEN EQUIPMENT GROUND CONDUCTOR. TERMINATE EACH END ON
SUITABLE LUG, BUS, OR BUSHING.
21.
C
CONDUIT
ELECTRONIC/ COMPUTER EQUIPMENT AND SPECIAL EQUIPMENT BRANCH CIRCUITS: IN ADDITION TO RACEWAY
BONDING REQUIRED BY CODE AND OUTLET BOX BONDING JUMPERS, INSTALL A SEPARATE, INSULATED, GREEN
EQUIPMENT GROUND CONDUCTOR WITHIN BRANCH CIRCUIT RACEWAY. TERMINATE EACH END ON SUITABLE
LUG, BUS, OR BUSHING.
EC
ELEC
EMT
ELECTRICAL CONTRACTOR
ELECTRICAL
ELECTRICAL METALLIC TUBING
22.
MAINTAIN A MINIMUM OF 24 INCH SEPARATION BETWEEN POWER CONDUITS AND SIGNAL CONDUITS. ROUTE
CONDUITS SO AS NOT CROSS EACH OTHER.
GC
GEC
GRC
GENERAL CONTRACTOR
GROUND ELECTRODE CONDUCTOR
GALVANIZED RIGID CONDUIT
23.
PROVIDE WIRING DEVICES RATED FOR THE GIVEN APPLICATION AS REQUIRED BY CODE.
24.
INSTALL EXTERIOR WIRING IN CONDUIT. UTILIZE WEATHERPROOF FITTINGS AND WEATHERPROOF BOXES/ COVERS.
25.
GRD
GROUND
SIZE ALL BOXES AND ENCLOSURES PER THE NATIONAL ELECTRICAL CODE. WORKING SPACE FOR ELECTRICAL
INSTALLATION SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE ARTICLE 110.
GFI
GROUND FAULT INTERRUPTER
26.
IG
ISOLATED GROUND
IMC
INTERMEDIATE METALLIC CONDUIT
LA
LIGHTNING ARRESTOR
MC
MECHANICAL CONTRACTOR
PROVIDE A 20 AMP, 120 VOLT, RECEPTACLE OUTLET INSTALLED AT AN ACCESSIBLE LOCATION FOR THE
SERVICING OF HEATING, AIR CONDITIONING, AND REFRIGERATION EQUIPMENT OF ROOF TOPS, ATTICS, AND
CRAWL SPACES PER NEC 210-63. LOCATE THE RECEPTACLE ON THE SAME LEVEL AND WITHIN 25' OF THE
EQUIPMENT. INSTALL A GFCI RECEPTACLE AT ROOF TOP LOCATIONS WITH CAST BOX, WEATHERPROOF COVER
PLATE, AND MOUNT ONTO A THREADED IMC CONDUIT SECURELY FASTENED IN PLACE IN ACCORDANCE WITH
NEC 314-23.
MECH
MECHANICAL
27.
NIC
NOT IN CONTRACT
INSTALL AT LEAST ONE WALL SWITCH-CONTROLLED LIGHTING OUTLET AT OR NEAR EQUIPMENT REQUIRING
SERVICING SUCH AS HEATING, AIR CONDITIONING, AND REFRIGERATION EQUIPMENT IN ATTIC OR UNDERFLOOR
SPACES PER NEC 210-70. LOCATE SWITCH AT POINT OF ENTRY TO THE ATTIC OR UNDERFLOOR SPACE.
NTS
NOT TO SCALE
28.
BRANCH CIRCUITS: UTILIZE #10 AWG CONDUCTORS ON ALL RUNS OVER 100'-0".
OHE
OVERHEAD ELECTRICAL FEEDER
OHP
OVERHEAD PRIMARY FEEDER
29.
PHASE PROTECTION: INSTALL PHASE PROTECTION ON ALL NEW 3 PHASE MOTORS 1HP AND ABOVE AND ALL
3PH AIR HANDLING UNITS. MANUFACTURED BY CUTLER HAMMER D65 OR SQUARE D MPS.
OHS
OVERHEAD SECONDARY FEEDER
PVC
POLYVINYL CHLORIDE
30.
PLMBG
PLUMBING
MULTIPLE PHASE HOME RUNS MAY SHARE A COMMON NEUTRAL EXCEPT WHEN A DIMMER/ DIMMING SYSTEM IS
USED, & WHEN ELECTRONIC/ COMPUTER EQUIPMENT CONNECTIONS ARE REQUIRED. VERIFY W/ ENGINEER
PRIOR TO ROUGH-IN.
PNL
PANEL
31.
RTU
ROOFTOP UNIT
PROVIDE ACCESS PANELS WITHIN THE ELECTRICAL BID. TURN OVER TO THE APPROPRIATE TRADE FOR
INSTALLATION. REFER TO ARCHITECTURAL SPECIFICATION SECTIONS.
TVSS
TRANSIENT VOLTAGE SURGE SUPPRESSER
32.
UG
UNDERGROUND
UGE
UNDERGROUND ELECTRICAL FEEDER
UGP
UNDERGROUND PRIMARY FEEDER
COORDINATE SHORT CIRCUIT RATING OF PANELBOARDS AND OVER-CURRENT PROTECTION WITH UPSTREAM
OVER- CURRENT PROTECTION AND AVAILABLE SCA. PROPERLY IDENTIFY ALL PANELBOARDS W/ LAMINATE
LABEL & TYPE ALL PANEL SCHEDULES. INSTALL PANELBOARDS AS INDICATED ON DRAWINGS AND SCHEDULES.
PROVIDE CIRCUIT BREAKERS AS REQUIRED. USE "HACR" BREAKERS FOR HEATING /AIR CONDITIONING LOADS,
PROVIDE GROUND-FAULT CIRCUIT-INTERRUPTER BREAKERS AS REQUIRED. PROVIDE A GROUND BAR KIT WITHIN
EACH DISTRIBUTION PANEL, BRANCH CIRCUIT PANEL, AND LOAD CENTER.
UPS
UN INTERRUPT ABLE POWER SUPPLY
33.
WP
WEATHERPROOF
INSTALL METERING AND ELECTRICAL SERVICE ENTRANCE EQUIPMENT IN ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE AND LOCAL ELECTRIC UTILITY SYSTEM STANDARDS.
XFMR
TRANSFORMER
34.
EXTEND ALL CONDUIT AND CONDUCTORS, INSTALL ELECTRICAL EQUIPMENT AS NECESSARY, AND MAKE ALL
FINAL CONNECTIONS TO MECHANICAL AND OWNER FURNISHED EQUIPMENT. LEAVE ALL EQUIPMENT IN OPERABLE
CONDITION WITH APPROPRIATE OVERLOAD AND SERVICE DISCONNECT PROTECTION AS REQUIRED BY THE
APPLICABLE CODES. FOLLOW MANUFACTURERS INSTALLATION GUIDELINES WHERE APPLICABLE.
35.
COORDINATE WITH THE MECHANICAL /PLUMBING /CONTROLS CONTRACTOR TO INSURE THAT ALL REQUIRED
COMPONENTS OF CONTROL WORK ARE INCLUDED AND FULLY UNDERSTOOD. NO ADDITIONAL COST SHALL
ACCRUE TO THE OWNER AS A RESULT OF LACK OF SUCH COORDINATION. REFER TO THE ELECTRICAL
CONNECTION SCHEDULE FOR MECHANICAL EQUIPMENT AND THE MECHANICAL-ELECTRICAL RESPONSIBILITY
TABLE.
36.
CEILING PENETRATIONS IN FIRE RATED CEILINGS SHALL CONFORM TO THE REQUIREMENTS OF IBC SECTION
712. IF AGGREGATE PENETRATION AREA (DETERMINE AGGREGATE AREA FOR ALL DISCIPLINES PENETRATING
CEILING AREA) EXCEEDS AREA ALLOWED, THE ELECTRICAL CONTRACTOR SHALL INCLUDE, AS REQUIRED, A FIRE
RATED ENCLOSURE FOR EACH FIXTURE IN THAT AREA. LIGHTING FIXTURE TYPE MAY REQUIRE ''IC'' RATING.
CONSULT ARCH. FOR DETAILS.
GENERAL NOTES
26.##
KEYED NOTE
M ##
MECHANICAL EQUIPMENT IDENTIFICATION
K#
KITCHEN EQUIPMENT IDENTIFICATION
03/31/2016
RODAHL & HUMMELL
ARCHITECTURE, P.C.
GENERAL DEMOLITION NOTES
1.
F
F
GENERAL ELECTRICAL NOTES
2.
IF CONCEALED OR UNKNOWN CONDITIONS ARE UNCOVERED AND ARE AT A VARIANCE WITH CONDITIONS SHOWN
IN THE CONTRACT DOCUMENTS OR OF AN UNUSUAL NATURE NOT ORDINARILY ENCOUNTERED IN WORK OF
THIS KIND, NOTICE MUST BE GIVEN TO THE ENGINEER BEFORE PROCEEDING WITH ANY ADDITIONAL WORK. NO
CLAIM FOR ADDITIONAL COST OR TIME EXTENSION WILL BE ALLOWED WITHOUT PROPER NOTICE, PRIOR
DETERMINATION OF COST OR TIME, AND EXPENSE TO THE OWNER.
THE DEMOLITION PLAN SHALL BE USED AS A SCHEMATIC GUIDE TO DEMOLITION ONLY. ADDITIONAL DEMOLITION
MAY BE REQUIRED TO COMPLETE THE NEW CONSTRUCTION/ REMODELING AS INDICATED ON THE DRAWINGS.
ITEMS OF DEMOLITION WORK NOT SPECIFICALLY INDICATED BUT REQUIRED TO COMPLETE THE PROJECT WORK
SHALL BE INCLUDED IN THE CONTRACT SUM.
DASHED WITH "R" INDICATES EXISTING DEVICE
TO BE RELOCATED
3.
DAMAGE ON THE CONSTRUCTION SITE CAUSED BY THE CONTRACTOR OR A PARTY TO THE CONTRACTOR
DURING THE DEMOLITION OF CONSTRUCTION PHASE SHALL BE REPAIRED PRIOR TO CONTRACT DATE OF
SUBSTANTIAL COMPLETION AT NO ADDITIONAL EXPENSE TO THE OWNER.
4.
ALL EXISTING REMOVED EQUIPMENT WILL BE STOCKPILED AT THE SITE UNTIL AN INSPECTION BY THE OWNER'S
REPRESENTATIVE WILL DETERMINE WHAT WILL BE SALVAGED, ALL EQUIPMENT NOT SALVAGED OR RETAINED BY
THE CONTRACTOR FOR REUSE WILL BE HAULED OFF THE SITE BY THIS CONTRACTOR. THE STOCK PILE AREA
WILL BE DETERMINED BY THE ARCHITECT AND OWNER. REFER TO ELECTRICAL SPECIFICATIONS SECTION 16060
- ''ELECTRICAL DEMOLITION FOR REMODELING''.
5.
VERIFY THAT ALL ELECTRICAL EQUIPMENT TO REMAIN OR BE RELOCATED AND REUSED ARE IN WORKING ORDER
PRIOR TO ANY DEMOLITION WORK. IF THE EXISTING MATERIAL IS FOUND TO BE INOPERABLE, CONTRACTOR
SHALL INFORM THE OWNER ONCE ANY DEMOLITION WORK HAS BEGUN, ANY INOPERABLE OR DAMAGED
MATERIAL SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.
ARCHITECTURE
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
LOWER VALLEY
SENIOR CENTER
FRUITLAND, NM
NOTE: SOME OF THE SYMBOLS SHOWN MAY NOT APPEAR ON ALL DOCUMENTS OR PLANS.
ELECTRICAL LEGEND AND GEN. NOTES
Drawn:
NB
Checked:
JL
Date:
2016-04-04
Filename:
Project:
1538
Sheet:
E001
Of:
KEYED NOTES
26.01
26.02
26.03
26.04
26.05
26.06
26.07
26.08
26.09
26.05
26.11
26.10
26.11
26.10
26.08
26.07
26.13
XEWC
26.16
26.19
26.24
26.13
26.13
26.13
26.22
26.24
EXISTING ROOF EXHAUSTER AND RELATED HOOD TO BE RELOCATED. SEE ARCHITECTURAL PLANS FOR
NEW LOCATION. EXTEND CONDUCTORS AND CONDUIT AS NECESSARY. PROVIDE CONDUCTORS AND
CONDUIT FROM RELOCATED HOOD TO RELOCATED WALL SWITCH AS NECESSARY.
ROOF EXHAUSTER TO REMAIN. NO WORK.
RELOCATE HEATCRAFT MODEL# CHT009X68BFMT SERIAL #T13L05266 CONDENSING UNIT TO NEW ROOF
ABOVE. EXTEND CONDUCTORS AND CONDUIT AS NECCESSARY. ROUTE NEW (2) #12 AND #12 G IN 1/2" C
DOWN THTOURHG ROOF. RECONNECT EXISTING EVAPORATOR.
RELOCATE HEATCRAFT MODEL# CHT014L6BF SERIAL# T13J17429 CONDENSING UNIT TO NEW ROOF ABOVE.
EXTEND CONDUCTORS AND CONDUIT AS NECESSARY.
GAS FIRED UNIT HEATER TO BE REMOVED BY MECHANICAL CONTRACTOR. REMOVE CONDUIT AND
CONDUCTORS BACK TO PANEL.
ROOFTOP UNIT TO REMAIN. NO WORK.
THROUGH THE WALL AC UNIT TO REMAIN. NO WORK.
EVAPORATIVE COOLER TO BE REMOVED BY MECHANICAL CONTRACTOR. REMOVE ALL CONDUIT AND
CONDUCTORS BACK TO PANEL. REMOVE SWITCH AND PROVIDE AND INSTALL J-BOX COVER AT LOCATION
OF REMOVED SWITCH.
WALL FURNACE LOCATED IN UPSTAIRS STORAGE ROOM TO BE REMOVED BY MECHANICAL CONTRACTOR.
REMOVE ALL CONDUIT AND CONDUCTORS BACK TO PANEL.
EXISTING INSTANT ELECTRIC WATER HEATER (UNDER COUNTER, 240V) TO REMAIN.
EXISTING OUTLET TO BE RELOCATED. EXTEND CONDUIT AND CONDUCTORS TO NEW LOCATION SHOWN ON
NEW POWER PLAN.
REMOVE AND DISPOSE OF CEILING FAN, TYPICAL ALL. REMOVE CONDUIT AND CONDUCTORS BACK TO
PANEL. REMOVE CONDUCTORS AND CONDUIT BACK TO WALL SWITCH. PROVIDE AND INSTALL J-BOX COVER
AT LOCATION OF REMOVED SWITCH.
ALL EXISTING RECEPTACLES AND DATA DEVICES IN THIS ROOM ARE TO REMAIN.
ALL KITCHEN EQUIPMENT SHOWN ON THIS DRAWING IS EXISTING TO BE RELOCATED. EXTEND ORIGINAL
CIRCUIT AS NEEDED AND RECONNECT. SEE KITCHEN EQUIPMENT SCHEDULE FOR EQUIPMENT DETAILS.
RELOCATED EXISTING OUTLET. RECONNECT TO EXISTING CIRCUIT. RE-ROUTE CONDUCTORS IN WALL.
EXISTING ELECTRIC WATER COOLER TO BE REMOVED AND REINSTALLED IN SAME LOCATION ON NEW WALL
SURFACE.
26.09
26.05
KD
KD
26.02
26.06
26.01
XEF3
J
26.01
XEF1
J
J
J
J
KG
KS
KH
G
KO
KH
26.03
XC1
26.04
XC2
1
POWER DEMOLITION PLAN
1/8" = 1'-0"
CX2
CX1
WP
26.16
26.16
STORAGE
110
PANEL B
26.16
26.16
OFFICE
111
DINING ROOM
107
26.16
MEN
106
26.22
26.24
MDP - 9,11
XEWC
26.16
MDP - 5,7
26.16
OFFICE
108
STORAGE
112
R3
R2
PANEL A
26.06
WAREWASH
114
A-8
A-6
R1
A-7
2
2
XR1
2
26.02
2
26.16
G
KH
J
26.03
KG
XEF1
J
KS
26.01
26.19
XEF3
J
KO
J
26.19
J
26.01
PANEL MDP
A-4
03/31/2016
GAME ROOM
100
RODAHL & HUMMELL
ARCHITECTURE, P.C.
2
COMPUTER
101
KITCHEN
104
A - 10
MDP - 1,3
2
OFFICE
113
A-2
2
26.07
G
WOMEN
105
A-9
G
TO LIGHTING
CIRCUIT
VEST KW
103 KD
26.19
XC1
COOLER/ FREEZER
115
XC2
26.04
CX3
R.R.
102
TO LIGHTING
CIRCUIT
ARCHITECTURE
LOWER VALLEY
SENIOR CENTER
FRUITLAND, NM
KH
2
POWER PLAN
1/8" = 1'-0"
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
ELECTRICAL POWER PLANS
Drawn:
NB/AW
Checked:
JL
Date:
2016-04-04
Filename:
Project:
1538
Sheet:
EP101
Of:
KEYED NOTES
26.08
26.12
X6
X6
26.14
X3
26.14
X3
PANEL B
26.23
26.25
26.08
a bc d
X3
26.17
26.17
TO REMAIN
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
26.26
X4 X4
EVAPORATIVE COOLER TO BE REMOVED BY MECHANICAL CONTRACTOR. REMOVE ALL CONDUIT AND
CONDUCTORS BACK TO PANEL. REMOVE SWITCH AND PROVIDE AND INSTALL J-BOX COVER AT LOCATION
OF REMOVED SWITCH.
EXISTING SWITCH TO BE REMOVED. PATCH AND REPAIR. NEW SWITCH TO BE PROVIDED AFTER NEW DOOR
IS INSTALLED PER NEW LIGHTING PLAN.
EXISTING SWITCHES SERVING ENTRYWAY AND EXTERIOR LIGHTING TO BE REMOVED. ENTRYWAY TO BE
CONTROLLED BY OCCUPANCY SENSOR, EXTERIOR LIGHTING TO BE CONTROLLED BY INTEGRAL
PHOTOCELL.
REPLACE FOUR SWITCHES CONTROLLING LIGHTING IN THIS ROOM WITH LOW VOLTAGE DIMMERS. CONNECT
DIMMERS AND OCCUPANCY SENSORS TO LOCAL ROOM CONTROLLER WITH CAT5 CABLE.
PROVIDE SWITCH FOR MANUAL OVERRIDE OF NEW CEILING OCCUPANCY SENSOR.
PROVIDE QUANTITY OF OCCUPANCY SENSORS REQUIRED FOR FULL COVERAGE ACCORDING TO
MANUFACTURER'S SPECIFICATIONS. TEST AND ADJUST AS NEEDED FOR PROPER FUNCTION. TYPICAL ALL
OCCUPANCY SENSORS.
EXISTING MANUAL CONTROLS IN KITCHEN TO REMAIN. ADD NEW FIXTURES TO EXISTING SINGLE CONTROL
ZONE.
X4 X4
26.12
26.12
X2
X5
X2
X5
X5
3
X1
X1
X1
X1
X1
X1
3
X1
X3
X3
X3
X3
X3
X3
X1
X1
X1
X1
X1
X1
X1
X7
a
X7
X2
b
c
PANEL A
X6
X2
X2
X2
X2
X2
X2
X2
X2
X4
COOLER
PANEL MDP
FREEZER
1
LIGHTING DEMOLITION PLAN
1/8" = 1'-0"
F
F
ENTRY
109 C
26.17
EL
STORAGE
110
C
DDDD
a b c d
D6
D6
C
AV, a
AV, a
AV, b
AV, b
AV, c
AV, c
AV, d
AV, d
WOMEN
105
PANEL B
OFFICE
111
AM
26.23
26.17
D6
D6
MEN
106
26.23
RC
EL
AV, d
Panel B
AV, a
AV, a
AV, b
AV, b
AV, c
AV, c
AV, d
EL
Panel B
AM
AM
G
AM
26.25
Panel B
STORAGE
112
26.25
Panel B
Panel B
C
C
C
AV, a
AV, a
AV, b
AV, b
AV, c
AV, c
AV, d
EL
X7
26.26
B2
PANEL A
B2
B1
B2
WAREWASH
114
OFFICE
113
AM
A-5
B2
PANEL MDP
B2
EL
COMPUTER
101
AM
B1
B2
B1
B1
B1
AM GAME ROOM AM
100
AM
D12
03/31/2016
AM
B1
VEST
103
B1
C
B1
KITCHEN
104
(EXISTING)
C
26.23
Panel B
D12
G
C
26.23
AV, d
X7
B2
OFFICE
108
26.23
Panel B
AM
AM
RODAHL & HUMMELL
ARCHITECTURE, P.C.
AM
C
ARCHITECTURE
COOLER/ FREEZER
115
R.R.
102
D6
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
LOWER VALLEY
SENIOR CENTER
FRUITLAND, NM
2
LIGHTING PLAN
1/8" = 1'-0"
ELECTRICAL LIGHTING PLANS
Drawn:
NB/AW
Checked:
JL
Date:
2016-04-04
Filename:
Project:
1538
Sheet:
EL101
Of:
LOAD SUMMARY: MDP
28.75
DEMAND LOAD (KVA)
ITEM
ADDED
REMOVED
LIGHTING (125%)
1.00
-1.1
LIGHTING (125%)
ADDED
REMOVED
4.95
-6.14
ADDED
REMOVED
PANEL A CHANGE
11.86
-11.9
MISC. POWER (100%)
5.76
0
MISC. POWER (100%)
0
0
MECHANICAL (125%)
26.88
0
MECHANICAL (100%)
0.05
0
MECHANICAL (100%)
0.10
-4.66
PANEL B CHANGE
55.59 KVA
231.6 AMPS
@ 240V, 1 PH
-5.75 KVA
-0.2 AMPS
-24.0 AMPS
NET CHANGE:
@ 240V, 1 PH
400 AMPS
@ 240V, 1 PH
Circuit Description
R1
-R2
-R3
-PANEL A
-Space
Space
Trip
45
-60
-60
-250
----
Poles
2
-2
-2
-2
----
3600
A.I.C. Rating: 22,000
Mains Type: MCB
Mains Rating: 400 A
B
1350
4920
1400
4920
0
0
0
3600
1350
4920
1400
4920
0
0
0
0
0
0
0
Poles
2
-2
-1
1
-----
Trip
20
-25
-20
20
-----
Circuit Description
XC1
-XC2
-FREEZER LIGHTS / DOOR
COOLER LIGHTS / COIL
Space
Space
Space
Space
CKT
2
4
6
8
10
12
14
16
18
20
RISER LEGEND
BUILDING
4
4
1
5
5
PANEL MDP
PANEL A
PANEL B
NEW OR MODIFIED IN THIS PROJECT
EXISTING TO REMAIN
EXISTING TO BE DEMOLISHED
MLO - 240V
400A
MCB
NEW RTU
NEW RTU
NEW RTU
240V SINGLE PHASE
MCB - 240V
M
RISER GENERAL NOTES
EXIST COMP.
1.
ALL UNDERGROUND CONDUIT TO BE SCHEDULE 80 PVC.
EXIST COMP.
2.
ALL EXPOSED EXTERIOR CONDUIT TO BE RIGID STEEL.
3.
THIS DIAGRAM IS SCHEMATIC, AND NOT INTENDED TO SPECIFY CONDUIT
ROUTING OR FEED SIDE OF PANELS.
4.
WHERE ALUMINUM FEEDERS ARE SPECIFIED, VERIFY THAT ASSOCIATED
PANELS ARE RATED FOR ALUMINUM CONDUCTORS.
5.
TERMINAL SCREWS ON ALL ALUMINUM FEEDERS SHALL BE TORQUED TO
CONDUCTOR MANUFACTURER'S SPECIFICATIONS AT CONSTRUCTION, AND
RE-TORQUED 90 DAYS AFTER COMMISSIONING.
# 1/0 CU
NEUT BUS
GRND BUS
# 1/0 CU
#
3
# 1/0 CU
20
'-0
"
RISER KEYED NOTES
20' LOOP 30" BELOW GRADE
20'-0"
2 SETS OF (3) # 4/0 AL IN 2" COND.
2
0"
0'-
(3) 3/4" X 10' COPPER CLAD
STEEL GROUND RODS
NEW ELECTRICAL RISER DIAGRAM
1.
REPLACE EXISTING FEED-THROUGH MDP WITH NEW MDP WITH SUBFEED
BREAKER. SEE PANEL SCHEDULE FOR DETAILS.
2.
EXISTING MDP IS GROUNDED THROUGH METER. REPLACE GROUNDING
ELECTRODE AS SHOWN.
3.
THE UNDERGROUND PORTION OF THE SERVICE LATERAL PASSES BENEATH
A BUILDING ADDITION TO BE CONSTRUCTED IN THIS PROJECT.
COORDINATE WITH UTILITY TO REPLACE SERVICE CONDUCTORS WITH
LARGER SIZE AS SHOWN. ROUTE AROUND BUILDING ADDITION.
4.
THE UTILITY TRANSFORMER AND METER WILL NEED TO BE REPLACED AS A
RESULT OF THIS PROJECT. COORDINATE WITH UTILITY.
5.
THIS PANEL IS EXISTING TO REMAIN. SEE PLANS AND LOAD SUMMARY FOR
BRANCH CIRCUIT CHANGES.
BUILDING
4
4
1
5
5
PANEL MDP
PANEL A
PANEL B
M
300A
MCB
EXIST COMP.
EXIST COMP.
240V SINGLE PHASE
SERVICE CAPACITY:
NET CHANGE:
A
CKT
1
3
5
7
9
11
13
15
17
19
-10.8
-0.04 KVA
Volts: 120/240 Single
Phases: 1
Wires: 3
Notes:
LOADS ONLY SHOWN FOR NEW CIRCUITS ON THIS SCHEDULE. SEE LOAD SUMMARIES FOR EXISTING DEMAND AND NEW TOTAL.
3
2
NEUT BUS
MLO - 240V
NEW SERVICE TOTAL:
5.05
PANEL MDP
Location: EXTERIOR
Supply From:
Mounting: Surface
Enclosure: 3R
DEMAND LOAD (KVA)
ITEM
DEMAND LOAD (KVA)
ITEM
NEW
LOAD SUMMARY: PANEL B
(3) 250 MCM CU + #2 CU
GRND. IN 2.5" COND.
MCB - 240V
EXISTING MAX DEMAND:
(PER UTIL, 125%)
LOAD SUMMARY: PANEL A
(3) #2 CU + #8 CU GRND.
IN 1.25" COND.
03/31/2016
GRND BUS
RODAHL & HUMMELL
ARCHITECTURE, P.C.
ARCHITECTURE
(3) 250 MCM CU IN 2.5" CONDUIT
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
LOWER VALLEY
SENIOR CENTER
FRUITLAND, NM
EXISTING ELECTRICAL RISER DIAGRAM
ELECTRICAL RISER AND SCHEDULES
Drawn:
AW
Checked:
JL
Date:
2016-04-04
Filename:
Project:
1538
Sheet:
E501
Of:
KITCHEN EQUIPMENT CONNECTION SCHEDULE
NM
2
CUMULATIVE
VOLTAGE DROP
13400
Segment
Voltage Drop
at the secondary of the utility transformer
FAULT
CURRENT
Motor
Contribution
M
f
Conductor
Reactance
(X)
Conductor
Resistance
(R)
Length (L)
1
L-L Volts (E)
1
'C' value
2 MDP
Wire/Bus
0
Conduit Type
Source (Point)
1
Source Isc
Phase
1 SERVICE
Point
Description
SHORT CIRCUIT & VOLTAGE DROP CALCULATIONS
13400
-
-
9973
1.1%
1.1%
Set(s)
4/0 AL 11174 240 80
of
0.0001
0.000041
0.400 0.714
0.00005
0.000052
0.076 0.930
9272
0.2%
1.3%
0.0002
0.000057
0.654 0.605
5605
0.7%
2.0%
3 PANEL A
1
2
9973
M
Set(s)
1
250 CU 16483 240 15
of
4 PANEL B
1
3
9272
M
1
Set(s)
2
of
CU 5906
240 50
NOTES TO THE CONTRACTOR:
100
LEGEND:
1. THE DISTANCES SHOWN ARE FOR CALCULATION PURPOSES ONLY. THEY
SHALL NOT BE USED FOR CONTRACTOR TAKEOFFS, NOR FOR BIDDING.
2. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY FIELD CONDITION THAT
RESULTS IN A CHANGE OF 10% OR GREATER CIRCUIT DISTANCE
CALCULATIONS ARE BASED ON THE "POINT-BY-POINT" METHOD:
NM = NON-MAGNETIC CONDUIT
M = MAGNETIC CONDUIT
FB = FEEDER BUSWAY
PB = PLUG-IN BUSWAY
XFMR = TRANSFORMER
L=
I=
Isca (1) = SHORT CIRCUIT CURRENT AT FAULT POINT #1
Isca (2) = SHORT CIRCUIT CURRENT AT FAULT POINT #2
Isca (2) = Isca (1) x M(1) M = 1/(1+f)
FEEDER: 'f (3Ø) = 1.732 x L x Isca
CxE
XFMR: 'f (3Ø) = IP(sca)x Vp x 1.73 x %Z
100,000 x kVA
FEEDER: 'f (1Ø) = 2 x L x Isca
CxE
XFMR: 'f (1Ø) = IP(sca)x Vp x %Z
100,000 x kVA
ISsca = Vp x M x IP(sca)
Vs
LENGTH OF CIRCUIT TO THE FAULT IN FT (1 WAY).
AVAILABLE SHORT-CIRCUIT CURRENT IN AMPS AT
THE BEGINNING OF THE CIRCUIT.
C = 'C' FACTOR CONSTANT FROM THE TABLE OF 'C'
VALUES FOR THE CONDUCTORS.
E = LINE-TO-LINE OR LINE-TO NEUTRAL VOLTAGE.
IP = PRIMARY SHORT CIRCUIT CURRENT IS =
IS = SECONDARY SHORT CIRCUIT CURRENT
Vs = SECONDARY VOLTAGE
Vp = PRIMARY VOLTAGE
TYPE
KD
KG
KH
KO
KS
KW
QUANTITY
1
1
2
1
1
1
DESCRIPTION
EXISTING STACKED DRYER, 240V
GARBAGE DISPOSAL, 3/4 HP, 240V
GREASE HOOD, 120V
CONVECTION OVEN, GAS FIRED, 1/2 HP FAN, 120V
STOVE / OVEN COMBO, GAS FIRED , 120V CONTROLS
EXISTING STACKED CLOTHES WASHER, 120V
CB SIZE
30 A
20 A
20 A
20 A
20 A
20 A
SHUNT TRIP CB REQ.
No
No
No
Yes
Yes
No
CONDUCTORS
# 10 CU + #10 CU GROUND
# 12 CU + #12 CU GROUND
# 12 CU + #12 CU GROUND
# 12 CU + #12 CU GROUND
# 12 CU + #12 CU GROUND
# 12 CU + #12 CU GROUND
NOTES
TO BE RELOCATED
TO BE RELOCATED
TO BE RELOCATED
TO BE RELOCATED, REPLACE CB WITH SHUNT TRIP AND CONNECT TO ANSUL SYS
TO BE RELOCATED, REPLACE CB WITH SHUNT TRIP AND CONNECT TO ANSUL SYS
TO BE RELOCATED
MECHANICAL EQUIPMENT CONNECTION SCHEDULE
TYPE
CX1
CX2
CX3
R1
R2
R3
XC1
XC2
XEF1
XEF3
XEWC
DESCRIPTION
NEW CEILING EXHAUSTER
NEW CEILING EXHAUSTER
NEW CEILING EXHAUSTER
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
EXISTING COOLER CONDENSER
EXISTING FREEZER CONDENSER
EXISTING ROOF EXHAUSTER, 3/4 HP
EXISTING ROOF EXHAUSTER
EXISTING WATER COOLER
ELECTRICAL
120 V/1-53 VA
120 V/1-53 VA
120 V/1-53 VA
240 V/2-7200 VA
240 V/2-9840 VA
240 V/2-9840 VA
240 V/2-2700 VA
240 V/2-2800 VA
120 V/1-1330 VA
120 V/1-276 VA
120 V/1-1400 VA
CB AT PANEL
15 A
15 A
15 A
45 A
60 A
60 A
20 A
25 A
20 A
15 A
20 A
DISC. AT UNIT
SWITCH
SWITCH
SWITCH
INCL.
INCL.
INCL.
RELOCATE
RELOCATE
REPLACE
REPLACE
CORD/PLUG
CONDUCTORS
# 12 CU + #12 CU GROUND
# 12 CU + #12 CU GROUND
# 12 CU + #12 CU GROUND
# 8 CU + # 10 CU GROUND
# 6 CU + # 10 CU GROUND
# 6 CU + # 10 CU GROUND
# 10 CU + #10 CU GROUND
# 10 CU + #10 CU GROUND
# 12 CU + #12 CU GROUND
# 12 CU + #12 CU GROUND
# 12 CU + #12 CU GROUND
NOTES
CONTROL VIA SECOND RELAY IN OCCUPANCY SENSOR
CONTROL VIA SECOND RELAY IN OCCUPANCY SENSOR
CONTROL VIA SECOND RELAY IN OCCUPANCY SENSOR
CONNECT INTEGRAL CONVENIENCE RECEPT.
CONNECT INTEGRAL CONVENIENCE RECEPT.
CONNECT INTEGRAL CONVENIENCE RECEPT.
TO BE RELOCATED
TO BE RELOCATED
TO BE RELOCATED
TO BE RELOCATED
TO BE RECONNECTED IN SAME LOCATION
LIGHTING FIXTURE SCHEDULE
TYPE
AM
AV
B1
B2
C
D6
D12
EL
F
G
X1
X2
X3
X4
X5
X6
X7
DESCRIPTION
2X4 VOLUMETRIC TROFFER, MEDIUM OUTPUT
2X4 VOLUMETRIC TROFFER, VERY HIGH OUTPUT, DIMMING
1X4 KITCHEN TROFFER, SMOOTH LENS, GASKETED
2X4 KITCHEN TROFFER, SMOOTH LENS, GASKETED
LINEAR WRAP LENS
DIRECT-INDIRECT, 6 FOOT, VERTICAL FACE
DIRECT-INDIRECT, 12 FOOT, ANGLED FOR UPLIGHT
EXIT SIGN WITH LIGHTS
EXTERIOR - FULL CUTOFF SCONCE WITH BATTERY AND PHOTOCELL
EXTERIOR - SQUARE DOME WITH BATTERY AND PHOTOCELL
EXISTING TROFFER
EXISTING TROFFER
EXISTING LINEAR LENSED
EXISTING LINEAR LENSED
EXISTING DOME LENS
EXISTING EXTERIOR WALLPACK
EXISTING EMERGENCY LIGHT
MOUNTING
RECESSED
RECESSED
RECESSED
RECESSED
SURFACE
WALL
WALL
UNIVERSAL
WALL
SURFACE
RECESSED
RECESSED
SURFACE
WALL
SURFACE
WALL
WALL
LAMP
LED
LED
LED
LED
LED
LED
LED
LED
LED
LED
(4) T-12
(3) T-5
(2) T-5
(2) T8
INCAND.
INCAND.
LED
ELECTRICAL
120 V/1-40 VA
120 V/1-65 VA
120 V/1-39 VA
120 V/1-45 VA
120 V/1-48 VA
120 V/1-60 VA
120 V/1-110 VA
120 V/1-3 VA
120 V/1-26 VA
120 V/1-22 VA
120 V/1-128 VA
120 V/1-84 VA
120 V/1-56 VA
120 V/1-64 VA
120 V/1-60 VA
120 V/1-60 VA
120 V/1-0 VA
MAKE
COLUMBIA
COLUMBIA
COLUMBIA
COLUMBIA
COLUMBIA
FINELITE
FINELITE
COMPASS
KENALL
KENALL
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
MODEL
LCAT24-35MLG-EDU
LCAT24-35VLG-EDU
LJT14-35MLG-FSA19INVERTED-EU-G3
LJT24-35MLG-FSA19INVERTED-EU-G3
LAW4-35ML-EU
S17-LED-VCF-PF-6-HO-35-SC-120
S17-LED-ACF-PF-12-HO-35-SC-120
CCR
FN15NL-4-7-DB-26L40K-120-LEL-BPC
MS11FL-PP-DB-20L35K-DCC-120-LEL-BPC
03/31/2016
RODAHL & HUMMELL
ARCHITECTURE, P.C.
ARCHITECTURE
609 North Dustin
Farmington, NM 87401
Phone: (505) 326-6442
LOWER VALLEY
SENIOR CENTER
FRUITLAND, NM
ELECTRICAL SCHEDULES
Drawn:
AW
Checked:
JL
Date:
2016-04-04
Filename:
Project:
1538
Sheet:
E601
Of: