HomeMy WebLinkAboutPlanst
M INE D1 ROP BUILDING
5 1 00 T W O R IV E R S P L A Z A R O AD
G L E N W OOD SPRINGS, C 0 L OR ADO 81601
fro m
the north
Ter to plan attachments for
Garfield County
Building Requirements
r7d comprehensive list of
Plan Review Notations.
APPROVED
SUBJECT TO NOTED
CEPTIONS & INSPECTIONS
GARFIELD COUNTY
BUIIN DEP TMENT
NEVI? (BY O
FIELD COPY
JO INSPECTION WITHOUT
THESE PLANS ON SITE
Page Of
ABBREVIATIONS:
ABOVE FINISH FLOOR
A.F.F.
ACCOUSTICAL CEILING TILE
A.0 T.
ADJUSTABLE
ADJ.
ALTERNATE
ALT.
ANCHOR BOLTS
A.B.
AND
&
ARCHITECTURAL
ARCH.
AT
@
BEAM
BM.
BEAM POCKET
BM. PKT.
BEARING
BRG,
BLOCKING
BLK'G.
BOTTOM
BOT.
BOTTOM OF FOOTING
B.F.
BUILDING
BLDG.
BY OWNER
B.O.
CABINET
CAB.
CEILING
CLG,
CENTER LINE
CL.
CERAMIC TILE
C.T.
CLEAR
CLR,
COLUMN
COL.
CONCRETE
CONC.
CONNECTION
CONN.
CONTINUOUS
CONT.
DETAIL
DTL.
DOUBLE
DBL.
DOWEL
DWL.
EACH WAY
E.W.
ELEVATION
ELEV. OR EL,
EXISTING
EXIST'G
EXTERIOR
EXT.
FLOOR
FLR.
FOOTING
FTG.
FOUNDATION
FND.
GAUGE
GA.
GLU-LAM
G.L.
GYPSUM WALL BOARD
G.W.B.
HEIGHT
HT.
HOOK
HK,
HORIZONTAL
HORIZ.
INFORMATION
INFO.
INSULATION
INSUL
JOIST
JST.
LINEAR FEET
L.F.
LIVE LOAD
L.L.
LONGITUDINAL
LONGINT.
NOT IN CONTRACT
N.I.C.
ON CENTER
O.C.
OPPOSITE
OPP.
OVER
pl
PAINTED
PTD.
PERFORATED
PERF.
PLATE
PL.
PLYWOOD
PLY.
PROPERTY LINE
PROP. LINE
REINFORCEMENT
REINF.
REDWOOD
RDWD.
REQUIRED
REQ'D.
RESILIENT
RESIL.
REVISED
REV.
SHEET METAL
S.M.
SIMILAR
SIM.
SQUARE FEET
S.F. OR SO. FT.
STANDARD
STD.
STEEL
STL.
STUDS
STDS.
THICK
THK.
TOILET
TLT.
TOP OF FOOTING
T.F.
TOP OF PLATE
T P.
TOP OF LEDGE
T.L.
TOP OF WALL
T.W.
TOTAL
TOT.
TOWEL BAR
T.B.
TRANSVERSE
TRANSV.
TYPICAL
TYP.
UNLESS NOTED OTHERWISE
U.N.O.
VERIFY IN FIELD
V.I.F.
VERTICAL
VERT.
VINYL WALL COVERING
V.W.C.
WATER CLOSET
W.C.
WATER HEATER
W.H.
WATERPROOF
W.P.
WATER RESISTANT
W.R.
WNDOW
WIN.
WITH
Wl
WOOD
WD.
SYMBOL LIBRARY:
BUILDING DETAIL
SECTION NUMBER
SHEET WHERE
LOCATED
WALL DETAIL NUMBER
:E,,SECTION
SHEET WHERE
LOCATED
DETAIL DETAIL NUMBER
MARK
IT
SHEET WHERE
LOCATED f' \
r �
DETAIL
REFERENCE DETAIL —
NUMBER
SHEET WHERE
LOCATED
ROOF SLOPE RISE: RUN
ELEVATION T. CONC.
MARK 100`-C
DOOR O
SYMBOL
WINDOW O
SYMBOL
INTERIOR DETAIL NUMBER
ELEVATION
MARK
SHEET WHERE
LOCATED
NORTH ARROW �oRTH
Legal -
MATERIALS:
EARTH
UNDISTURBED
1 �-
FILL
SAND
GRAVEL
MASONRY
BLOCK
BRICK
STONE
ASPHALT
CONCRETE
WOOD
FINISH
ROUGH
BLOCKING
PLYWOOD
Section: 3 Township: 06 Range: 39 SEC. 3 NWSW
SEC. 4 LOT 10, ALSO A TR OF LAND CON 2.93
AC AS DESC IN BLA B
1 355 PG 822.
Area ao.6
LOWER LEVEL (S-1 01-1Z GE) - 442 sf
MAIN LEVEL - 1270 sf
UPPER LEVEL (MAINTENANCE LOF...I_) - :1��R
TOTAL - 8 s
METAL
1 :1
STEEL
INSULATION
FINISHES
GYPSUM BOARD
PLASTER
CERAMIC TILE
STONE
W9 W9 , m
SHEET INDEX:
COVER
A 1 .0 1 ..-F O �
SITE PLAW
C1 UTILITY/GRADING/DRAINAGE PLAN zi�
D .1 1LAN D.IAG R,A:_M
A2.0 LOWER LEVEL PLAN
A2.1 MAIN LEVEL PLAN
A2.2 UPPER LEVEL PLAN
A2.2 A CHITECTURAL ROOF PLAN
A3.1 EXTERIOR ELEVATIONS
A3.2 EXTERIOR ELEVATIONS
A4.1 BUILDING SECTIONS
A4.2 BUILDING SECTIONS
A5.3 ARCHITECTURAL DETAILS
A5.4 ARCHITECTURAL DETAILS
S1.1 FOUNDATION PLAN
S2.1 MAID! FLOOR FRAMING PLAN
S2.2 UPPER FLOOR/ROOF FRAMING PLAN
S2.3 ROOF FRAMING PLAN
S3.1 STRUCTURAL ETA
S3.2 S_T--RUC R DE AILS OT'
QMP-1 LOWER LEVEL MECHANICAL/PLUMBING PLAN 2
MP-2 ENTRY LEVEL MECHANICAL/PLUMBING PLAN
t
E-1 LOWER LEVELPOWER/LIGHTING PLAN
E-1 .ENTRY LEVELPOW ER/LIGHTING PLAN
Code. Review
SUILDINIG CODES: 2015 IBC, 2009 IECC
s - - L TY E: YP V Ezi�
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PRO P0SEED OCCUPANCY: -3 (REQUIRED TO BE
EQUIPPED WTTIH AUTOMATIC SPRINKLER SYTEM AND
AI R M S)o-
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WINDOWS/
SKYLIG HTS U = .61 TBL 40Z21. . 1 .1, 2009 IECC.
MINIMUM R-VALUES:
CEILINGS/ROOFS R VALUES - R-38 STICK BUILT
STRUCTURES
WALLS R VALUES - R-20 W00D FRAME
W
FLOORS R-VALUES - P,,-30
BASEMENT WALL R-VALUES - R-10 /13
SLAB PERIMETER R-VALUES AND DEPTH - R-10/24IN . CD
CRAWL SPACE WALL R-VALUE - R10/13.
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815 BLAKE AVE.
GLENWOOD SPRINGS,
CO. 81601
PHONE (970) 945-8240
FAX (866) 431-1950
bruce@redhousearchitecture.com
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NOTE: VERIFY DIMENSIONS OF ALL OPENINGS
FOR RIDE STRUCTURE BY OTHERS
PROPOSED MINE
DROP BUILDING NOTE: RIDE DESIGNER TO VERIFY ALL OPEININGS
FOR COMPLIANCE WITH SAFETY OF RIDE
I site /
a1 #4= 301-011
NOTE: CLOSEST EXISTING STRUCTURE (GIANT
SWING) 189'-0" FROM PROPSED STRUCTURE
NOTE: CLOSEST EXISTING BUILDING (MAIN
BUILDING) 221'-0" FROM PROPSED STRUCTURE
,mmumml-
NOTE: CLOSEST PROPERTY LINE 30T-0" SOUTH
FROM PROPSED STRUCTURE
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design + build
815 BLAKE AVE.
GLENWOOD SPRINGS,
CO. 81601
PHONE (970) 945-8240
FAX (866) 431-1950
bruee@redhousearchitecture.com
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815 BLAKE AVE.
GLENWOOD SPRINGS,
CO. 81601
PHONE (970) 945-8240
FAX (866) 431-1950
brute[rfredhousearchitecture.com
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0826 A2.1
SECTION 411
SPECIAL AMUSEMENT BUILDINGS
411.1 General. Special amusement buildings having an occu-
pant load of 50 or more shall comply with the requirements
for the appropriate Group A occupancy and Sections 411.1
through 411.8. Special amusement buildings having an occu-
pant load of less than 50 shall comply with the requirements
for a Group B occupancy and Sections 411.1 through 411.8.
Exception: Special amusement buildings or portions
thereof that are without walls or a roof and constructed to
prevent the accumulation of smoke need not comply with
this section.
For flammable decorative materials, see the International
Fire Code.
411.2 Definition. The following term is defined in Chapter
2:
SPECIAL AMUSEMENT ELIILDING.
[F] 411.3 Automatic fire detection. Special amusement
buildings shall be equipped with an automatic fire detection
system in accordance with Section 907.
[F] 411.4 Automatic ,sprinkler system. Special amusement
buildings shall be equipped throughout with an automatic
sprinkler system in accordance with Section 903.3.1.1. Where
the special amusement building is temporary, the sprinkler
water supply shall be of an approved temporary means.
Exception: Automatic sprinklers are not required where
the total floor area of a temporary special amusement
building is less than 1,000 square feet (93 m2) and the exit
access travel distance from any point to an exit is less than
50 feet (15 240 ram).
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[F] 411.5 Alarm. Actuation of a single smoke detector, the
automatic sprinkler system or other automatic fire detection
device shall immediately sound an alarm at the building at a
constantly attended location from which emergency action
can be initiated including the capability of manual initiation
of requirements in Section. 9072.12.2.
[F] 411.6 Emergency voice/alarm communications sys-
tem. An emergency voice/alarm communicaiions system
shall be provided in accordance with Sections 907.2.12 and
907.5.2.2, which is also permitted to serve as a public address
system and shall be audible throughout the entire special
amusement building.
411.7 Exit marldng. Exit signs shall be installed at the
required exit or exit access doorways of amusement buildings
in accordance with this section and Section 1013. Approved
directional exit markings shall also be provided. Where mir-
rors, mazes or other designs are utilized that disguise the path
of egress travel such that they are not apparent, approved and
listed low-level exit signs that comply with Section 1013.5,
and directional path markings listed in accordance with UL
19947 shall be provided and located not more than 8 inches
(203 mm) above the walking surface and on or near the path
of egress travel. Such markings shall become visible in an
emergency. The directional exit marking shall be activated by
the automatic fire detection system and the automatic sprin-
kler system in accordance with Section 907.2.12.2.
411.7.1 Photoluminescent exit signs. Where photolumi-
nescent exit signs are installed, activating light source and
viewing distance shall be in accordance with the listing
and markings of the signs.
411.8 Interior finish. The interior finish shall be Class A in
accordance with Section 803.1.
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E: ACCESSIBLE WAl 1 +' r,_CSFT 12650 FX
ADAFIGURE 604.8 1 " (FROSTED)
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60X58 CLEAR SPACE
PER ANSI 604 9.3.1 (8)a
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I PER ADA FIGURE 604.8.1 2
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14'-1 5/8" '-7 3/4' I 13'-11 3/4" I 9'-2 3/q" - 1/4`�..�
Y/ 10'-5 112" i 15'-9 3/8" 1 23'-2 118" I 9'-6 112"
AMUSEMENT PARK RIDE CERTIFICATION REQUIRED - INCLUDING ALL LIFE SAFETY
PROVISIONS RELATED TO SLIDING/MOVABLE FLOOR IN THIS ROOM AND OPENING
DOWN INTO "MINE SHAFT" BELOW.
A PROVIDE COPY OF STATE OF COLORADO APPROVED AMUSEMENT PARK PLANS AT
FRAMING INSPECTION FOR INSPECTOR REVIEW.
CERTIFICATION & SIGN -OFF REQUIRED PRIOR TO FINAL BUILDING INSPECTION &
CERTIFICATE OF OCCUPANCY.
58'1111/2"
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PROVIDE GUARDRAILS (PER SEC. 1015) AT PERIMETER OF FLOOR
OPENING - UNLESS THIS REQUIREMENT IS SPECIFICALLY WAIVED BY
STATE OF COLORADO AS INCLUDED WITH APPROVAL/CERTIFICATION
OF AMUSEMENT PARK RIDE,
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OTE: THE BUILDING SHALL BE EQUIPPED WIT
ITH AN AUTOMATIC FIRE DETECTION SYSTEM IN
ACCORDANCE WITH SECTION 907.
NOTE: ACTUATION OF A SINGLE SMOKE DETECTOR,THE
AUTOMATIC SPRINKLER SYSTEM OR OTHER AUTOMATIC
FIRE DETECTION DEVICE SHALL IMMEDIATELY
SOUND AN ALARM AT THE BUILDING AT CONSTANTLY
ATTENDED LOCATION FROM WHICH EMERGENCY
ACTION CAN BE INITIATED INCLUDING THE CAPABILITY
OF MANUAL INITIATION OF REQUIREMENTS IN SECTION
907.2.11.2
NOTE: AN EMERGENCY VOICEYALARM
COMMUNICATIONS SYSTEM SHALL BE PROVIDED IN
ACCORDANCE WITH SECTIONS 907.2.11 AND 907.2.12.2,
WHICH IS ALSO PERMITTED TO SERVE AS A PUBLIC
ADDRESS SYSTEM AND SHALL BE AUDIBLE
THROUGHOUT THE ENTIRE SPECIAL AMUSEMENT
BUILDING
411.7 EXIT MARKING- EXIT SIGNS SHALL BE INSTALLED
AT ALL REQUIRED EXIT OR EXITACCESS DOORWAYS
AS REQUIRED PER SECTION 411.7. APPROVED
DIRECTIONAL EXIT MARKINGS SHALLALSO BE
PROVIDED. SUCH MARKINGS SHALL BECOME VISIBLE
IN AN EMERGENCY. THE DIRECTIONAL EXIT MARKING
SHALL BE ACTIVATED BY THE AUTOMATIC FIRE
DETECTION SYSTEM AND THE AUTOMATIC SPRINKLER
SYSTEM IN ACCORDANCE WIT SECTION 907.2.11.2
NOTE: ALL INTERIOR FINISH SHALL BE CLASS IN
,ACCORDANCE WITH SECTION 803.1.
i
entry level floor
1 /411_ 1 l-01,
GENERAL NOTES
1. DO NOT SCALE DRAWINGS - CONTACT ARCHITECT OR ENGINEER
CONCERNING ❑ISCREPENCIES OR MISSING INFORMATION.
2. COMPLY WITH ALLAPPLICABLE BUILDING CODES AND CONFORM
WITH MATERIAL AND EQUIPMENT MANUFACTURERS'
RECOMMENDATIONS.
3. ALL DIMENSIONS TO FACE OF FRAMING UNLESS NOTED
OTHERWISE.
4. EXTERIOR WALLS TO BE 2X6 @ 16" O.C. UNLESS NOTED
OTHERWISE. REFER TO STRUCTURAL DRAWINGS.
5. INTERIOR WALLS TO BE 2x4 @ 16" O.C. UNLESS NOTED
OTHERWISE. REFER TO STRUCTURAL DRAWINGS.
6. CROWN ALL STUDS, JOISTS, AND RAFTERS. CROWN JOISTS AND
RAFTERS UP.
7. COORDINATE JOIST PLACEMENT WITH PLUMBING FIXTURE
LAYOUT.
8. HOLD ALL PLUMBING TRAPS AS HIGH AS POSSIBLE.
COORDINATE WITH CABINET ACCESSORIES.
9. NO VENT OR PLUMBING STACKS ARE TO BE LOCATED IN PARTY
WALLS
10. THE UPPER LEVEL PLUMBING STACKS ARE TO BE CAST IRON
UNTIL THEY REACH THE CRAWL SPACE.
11. THE PURPOSE OF THESE DRAWINGS IS ONLY TO GRAPHICALLY
DEPICT THE GENERAL NATURE OF THE WORK. THE CONTRACTOR
IS RESPONSIBLE FOR CONFIRMING DIMENSIONS AND SELECTING
FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION.
THE ARCHITECT AND/OR ENGINEER SHALL BE NOTIFIED OF ANY
VARIATION FROM DIMENSIONS OR CONDITIONS SHOWN IN THE
DRAWINGS.
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design + build
815 BLAKE AVE-
GLENWOOD SPRINGS,
CO. 81601
PHONE (970) 945-8240
FAX (866) 431-1950
br-ucc@rcdhousearebitecture.com
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14'-Q 1 /4"
NOTE: VERIFY LOCATION OF
FOOTING5 REQUIRED FOR
TIMBER DESIGN
STRUCTURES
13'-41/a° I
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T.W. 99'-2 7/8" V.I.F.
T.F. 94'-6 1 /2" (VAI. F.)
T.B.P. 97'-6 1 /8"
(V.1.F.)
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TY 12"X12"PIER REINF, W/ I I I D
T I (4)-#5 BARS AND #3
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3. j NOTE: VERIFY EXi5TIN6 j 3.
T.W. 99'-8 112" j YiALL HF-IGHT5 7 DROP
94'-6 1/2" (V.I.F.) I HOLE -
lj 4' l l
j NOTE: SITE'r-LEVATION m
NEXGAVATE 341.0
- - NOTE RDE DESIGN AND
ATTACH NEW TO I I a STRUCTURE a:'f`,OTHER5 1 j
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T. P. 94 - " V.1. F.
DOWEL @ 12" O.G. \
T.F. V.I.F. I - --SIZE COLUMN PER EXISTING I
YN/4" EMBEDMENT
7-5 3 "
I WALL HEIGHT, TYP T.W 97
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53.1
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O -� PORTAL- ATTACH NEW T
4" GONG. SLAB 1N/ #4 @ 18" O.G_ T. CONIC
1 ER GOMPAGTED GRANULAR 88-11 3I$" EXISTING .2 PO
S3.1 S E. CONTROL JONTS @ 8'-0 DOYNEL @ 12"
T.W. 88'-11 3/8" - ----- - - - - - - - - - - - YV/4" EMBED T I
T.F. 85'-11 3J8" G. EA. JNAY TYP. U.N.O. 1 €€
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EX15 1NG POfPTAL WALLS
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FOUls DEDIION HARD BEDROCK TO BE
FIEL FIED BY SOILS ENGINEER
NO : ALTERNATE DESIGN FOR
FOUNZPATION JNiTHOUT FOOTINGS - #5
REB R D WELLED 8" MIN. INTO
BED OGi� @ 16" O.G.. BAGKFILL ALL
}HALLS TQ MAXIMUM 6-0 EXPOSURE
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T.W. 99'-8 1/2"
T.F. 90'-3 318" (V.I.F.)
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T.P. 89'-5 3/8"
T.F. 85-11 3J8" V.I.F. m
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T.P. 94'-0" V. I . F.
T.F. 88'-0" V.I.F.
T.W.88'-1[1 318"
T.F. 85'-11 318"
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T.F. 85'-11 3/8" V.I.F.
OPEN -HOLE SOILS REPORT
IS REQUIRED AT FOOTING
INSPECTION _ X PSF
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SOIL5 REPORT INFORMATION:
THE SOILS REPORT INDIGATE5 A POSSIBLE HEAVE
OR SETTLEMENT OF 1" TO 2" INCHES FOR SPREAD
FOOTINGS CON5TRUGTED ON THE NATIVE SOILS.
A LOINER RISK ALTERNATIVE OF A DEEP FOUNDATION
SUCH A5 DRILLED PIERS EXIST. THE OWNER AGGEPT5
THE RISK OF MOVEMENT BY ELECTING TO USE SPRE
FOOTING5.
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FOUNDATION PLAN NOTE5
1.
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INDICATES TOP OF GONGRETE YiALL ELEVATION
design + build
2.
T.F.
INPIGATE5 TOP OF CONCRETE FOOTING ELEVATION
5.
T.L.
TOP OF LEDGE
815 BLAKE AVE.
4.
_ /
INDICATES FOOTING STEP
GLENWOOD SPRINGS,
5.
INDICATES, TOP OF CONCRETE ViALL STEP
CO. 81601
b.i
INDIGATE5 STEP OF SURFACE PLANE - PLY OR CONCRETE
PHONE (974) 945-8244
7-
or
GOLUMN BELOW, SEE PLAN FOR 51ZE AND 5A5E PLATE.
FAX (866) 431-1 950
bruce �iredhousearch itec-ture .com
VE 5EE PLAN FOR SIZE AND BASE PLATE
5. or COLUMN ABO
9. O INDICATES FOOTING PAD. SEE FOOTING KEY TH15 SHEET
10. INDIGATE5 BUILDINO ELEVATION
11. [X`XX'I TOP OF BEAM ELEVATION
12. ----7, JOIST BEARING
15. =I JOIST HANGER - 51MP50N "U" HANGER U,N.O,
14. ALL C.OLUMN5 SHALL BE 2-2X6 UNLF-55 NOTED OTHI=RWISE
15, 4" PVC FND. DRAIN, 5ET IN GRAVEL SEE SOILS, REPORT
16. ALL CONCRETE. Y`IALL5 ARE 8-INCH THICK, UNLF-55 NOTED OTHE"ISE.
11. VENT GRAril-5PACE ARE 5 6. (G). b. PROVIDE
51-Or
IN F 5T 5PAG D OR UNbATION Y4ALL5 AS,
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18. DO DRAYVING5HITECT OR J= INEER
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12"
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NOTE GONGRETE GONTRAGTOR TO VERIFY ANY SEYII AND
ATE KNOCKOUTS WITH GENERAL GONTRF AGTOR ORE
GONG TE 15 POURED.
IN
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TIMBER 5GRE^5 @ 16"
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FLOOR FRAMING PLAN NOTES
1. or • COLUMN BELOW
2. ❑ or .. COLUMN ABOVE
3. JOIST BEARING
4. JOIST HANGER
5. —. STEP PLYWOODIFRAME
6. INDICATES BUILDING ELEVATION
7. SHEAR 112" PLYWOOD SHEAR PANELS FOR
EXTENT INDICATED. PROVIDE NAILING AS
NOTED IN GENERAL NOTES
8. CXXX'-XX" TOP OF BEAM ELEVATION
9. INDICATES OVERFRAMING
10. ALL SUBFLOORS TO BE 314" T&G PLYWOOD GLU-NAILED
WITH NAILING AS NOTED IN GENERAL NOTES.
11, ALL COLUMNS SHALL BE 2-2x6 UNLESS NOTED OTHERWISE
1Z ALL HEADERS SHALL BE 3-2x10 UNLESS NOTED OTHERWISE
13. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR
ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS.
arChm.Itect.uri
design + buill
815 BLAKE AVE.
GLENWOOD SPRINGS.
CO. 81601
PHONE (970) 945-8240
FAX (866) 431-1950
bruce@redhousearchitecture.com
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TCDL= 20 P.S.F.
BCLL= 40 P.S.F.
BCDL= 10 P-S-F-
DOL= 1.0
NOTE:
SEE ARCHITECTURAL DRAWINGS FOR TRUSS PROFILES & DIMENSIONS. SEE GENERAL NOTES FOR
ADDITIONAL INFO. TRUSS HANGER DESIGN BY TRUSS MANUFACTURE. SUBMIT
IT WI TRUSS SHOP DRAWINGS FOR REVIEW.
— —� 4
INEERED RF TRUISSES
IGINEERING FOR MIDPECTOR
IE OF FRAME INSPECTION
ROOF FRAMING FLAN NOTES
1. E or 0 COLUMN BELOW
2. ' JO15T BEARING
3- J0157 HANGER
4. 1/2' PLYkNOOD 5HEAR PANELS FOR EXTENT
SHEAR
X_ INDICATED. FROVIDE NAILING A5 NOTED IN
GENERAL NOTES
5. [XXX'-X5] TOP OF BEAM ELEVATION
b. INDICATI<5 OVERFRAMING
T ALL COLUMN5 SHALL DE 2-2Xb VNLE55 NOTF_D OTHERN15E
5. ALL HEADER5 SHALL BE 2-2X10 UNLF-55 NOTED OTHERWSE.
9. ALL SLOPED ROOF SHEATHING TO BE 5/5" COX
FLYYC. WITH NAI- NG AS NOTED IN GENERAL NOTES.
10, ALL LEVEL 5HEATHING TO BE 3/4' GDX PLYYV WITH
NAILING AS NOTED IN GENERAL NOTES.
11. DO NOT 5CALE DRA)NIN65. CONTACT ARCHITECT OR
ENGINEER FOR D150REPANGIE5 OR M1551NO
DIMEN51ON5.
FLOOR FRAMING PLAN NOTES
1. or COLUMN BELOW
2. ❑ or COLUMN ABOVE
3. i JOIST BEARING
4. JOIST HANGER
5. 7M STEP PLYWOODIFRAME
6. INDICATES BUILDING ELEVATION
7' SHEAR 112" PLYWOOD SHEAR PANELS FOR
EXTENT INDICATED. PROVIDE NAILING AS
NOTED IN GENERAL NOTES
8. [XXX'-XX"] TOP OF BEAM ELEVATION
9. INDICATES OVERFRAMING
10. ALL SUBFLOORS TO BE 314" T&G PLYWOOD GLU-MAILED
WITH NAILING AS NOTED IN GENERAL NOTES.
11. ALL COLUMNS SMALL BE 2.2x6 UNLESS NOTED OTHERWISE
12. ALL HEADERS SHALL BE 2-2x10 UNLESS NOTED OTHERWISE
13. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR
ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS.
n = 3,3 m
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upper floor/low roof fra min
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design + build
815 B LAKE AVE.
GLENWOOD SPRINGS,
CO. 81601
PHONE (970) 945-9240
FAX (866) 431-1950
bruceCi,redhousearchitecture .com
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NOTE:
SEE ARCHITECTURAL DRAWINGS FOR TRUSS PROFILES & DIMENSIONS. SEE GENERAL NOTES FOR
ADDITIONAL INFO. TRUSS HANGER DESIGN BY TRUSS MANUFACTURE. SUBMIT
IT W/ TRUSS SHOP DRAWINGS FOR REVIEW.
PRE-ENGINEERED RF TRUSSES
HAVE ENGINEERING FOR INSPECTOR
AT TIME OF FRAME INSPECTION
0
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ROOF FRAMING PLAN NOTES
1. 0 or 0 COLUMN 135LOA
2. '
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3,
JOIST HANGER
4.
SHEAR
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X,
INDICATED. PROVIDE NAILING AS NOTED IN
GENERAL NOT55
5, [XXX-TXXJ
TOP OF BEAM ELEVATION
6.
INDICATES OVERFRAMING
"I. ALL COLUMNS SHALL BE 2-2x& UNLESS NOTED OTHERA SF-
8. ALL HEAI?ERS SHALL BE 2-2Xt0 UNLESS NOTED OTHERAISE.
4. ALL 5LOPED ROOF 51-IEATHINO TO BE 5/5" CDX
PLYAD. AITH NAILING A5 NOTED IN GENERAL NOT55.
10. ALL LEVEL SHEATH€NG TO BE 5/4' CDX PLYAD rQTH
NAILING A5 NOTED IN GENERAL NOTE5.
11. DO NOT SCALE DRAA1165. CONTACT ARCHITECT OR
ENGINEER FOR DISCREPANCfE5 OR MISSING
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815 BLAKE AVE.
GLENWOOD SPRINGS,
CO. 81601
PHONE (970) 945-8240
FAX (866) 431-1950
hruce(a,xedhousearchitecture .com
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C.1
A g C C.1 A nD E
LOWER LEVEL MECHANICAL AND PLUMBING PLAN
SCALEi 1/4'=1'-O'
GENERALNOTES APPLICABLE TO ALL DRAWINGS
1. ALL WORK SHALL COMPLY WITH AND BE COORDINATED WITH
REQUIREMENTS OF ARCHITECTURAL PLANS AND EXISTING
CONSTRUCTION AT THE TIME OF INSTALLATION.
2. INSTALL EQUIPMENT TO BE READILY ACCESSIBLE FOR SERVICE AND
MAINTENANCE. REVIEW PROPOSED INSTALLATION WITH OWNER AND
ARCHITECT PRIOR TO STARTING WORK.
3. ALL WORK SHALL CONFORM TO REQUIREMENTS OF GOVERNING CODE
AUTHORITIES.
4. MAKE ALL DUCT CONNECTIONS TO FAN COIL UNIT AND EXHAUST FANS
WITH FLEXIBLE CONNECTIONS.
5. COORDINATE FINAL CEILING GRILLE AND EXHAUST FAN LOCATIONS
WITH GENERAL CONTRACTOR AND LIGHTING LAYOUT PRIOR TO ROUGH -
IN,
6." SEAL ALL DUCT JOINTS AND CONNECTIONS TO EQUIPMENT AIR TIGHT.
7. NOT ALL DUCTWORK OFFSETS AND TRANSITIONS REQUIRED TO INSTALL
THE WORK IN THE AVAILABLE SPACE ARE SHOWN ON THIS DRAWING.
FIELD MEASURE FOR EXACT REQUIREMENTS AND INSTALL
ACCORDINGLY.
B. UNLESS OTHERWISE NOTED, ALL DIFFUSER RUN -OUT DUCTS IN
ACCESSIBLE LOCATIONS SHALL BE INSTALLED WITH BUTTERFLY
DAMPERS AT TAP TO MAIN TRUNK DUCT,
9. PAINT ALL DUCTWORK VISIBLE BEHIND AIR DEVICES MATTE BLACK.
10. ALL DUCT DIMENSIONS NOTED ARE CLEAR INSIDE. UNLESS OTHERWISE
NOTED, ALL RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK SHALL
BE GALVANIZED SHEET METAL WIT}- 1", 3# FIBERGLASS DUCT LINING.
11. FLEX DUCTS SHALL BE INSULATED, NOT MORE THAN 5'-0" LONG; TAPE OFF
ALL RAW EDGES OF INSULATION.
12. OUTSIDE AIR DUCTS SHALL BE INSULATED WITH 1" EXTERIOR DUCT
WRAP, R8.0 MINIMUM.
13. INSULATE RIGID ROUND DUCTS EXTERNALLY WITH R-6.0 "INSUL-SLEEVE".
14. INSTALL DUCTWORK PER SMACNA STANDARDS.
15. INSULATE DOMESTIC HOT WATER P PING WITH 1" THICK HEAVY DENSITY
ONE-PIECE FIBERGLASS PIPING INSULATION WITH FACTORY APPLIED
VAPOR BARRIER JACKET WITH DOUBLE ADHESIVE SELF-SEALING LAP.
16. NOT ALL PIPING OFFSETS AND TRANSITIONS REQUIRED TO INSTALL THE
WORK IN THE AVAILABLE SPACE ARE SHOWN ON THIS DRAWING. FIELD
MEASURE FOR EXACT REQUIREMENTS AND INSTALL ACCORDINGLY.
17. ALL THERMOSTAT WIRES SHALL BE ROUGHED IN USING 6-WIRE CABLE.
18. PROVIDE FOR AIR SIDE TEST AND BALANCE AT COMPLETION OF PROJECT.
19. INSTALL PLUMBING CLEAN TO BE READILY ACCESSIBLE AND AS
REQUIRED BY CODE.
20. FIELD VERIFY THAT ALL PLUMBING VENTS TERMINATE 24" ABOVE ROOF
SURFACE.
21. FURNISH AND INSTALL UNIONS AT WATER HEATER CONNECTIONS.
22. VALVES AND UNIONS SHALL BE LINE SIZE UNLESS OTHERWISE NOTES.
23. ABOVE GROUND DOMESTIC WATER PIPING SHALL BE AQUA-PEX WITH
LEAD FREE BRASS EXPANDER STYLE FITTINGS.
24. WASTE AND VENT PIPING SHALL BE PVC DWV WITH SOLVENT FUSED
JOINTS AND FITTINGS. SLOPE AT 1/4" PER FOOT.
MECHANICAL EOUIPMENT LIST
FC-1 FAN COIL UNIT
ARMSTRONG MODEL BCE3M36C36NA4X--1
NOMINAL 3 TON FAN COIL UNIT WITH ELECTRIC HEAT
1050 CFM, 380 CFM O/A, 0.5" S.P.
1/3 HP BLOWER MOTOR
15 KW ELECTRIC HEAT
208 VOLT, 1 PHASE
HP-1 HEAT PUMP
ARMSTRONG MODEL 4SHP16LS124P-2
NOMINAL 2 TON COOLING CAPACITY
14.0 MBH HEATING AT 17F O/A
12.1 FLA, 13.5 MCA, 20 MFS
208 VOLT, 1 PHASE
PROVIDE COMPLETE WITH 3/4" x 3/8" REFRIGERANT LINE SET
EF-1 RESTROOM EXHAUST FAN
PANASONIC MODEL FV-20VQ5
100 CFM, 0.25" S.P.
21 WATTS, 120 VOLTS
INTERLOCK WITH SPACE LIGHTS
SA-1 SUPPLY AIR DIFFUSER - CEILING MOUNT
HART AND COOLEY MODEL SRE
15" x 15"
PROVIDE WITH FRAME FOR SURFACE MOUNTING
SA--2 SUPPLY AIR DIFFUSER - CEILING MOUNT
HART AND COOLEY MODEL SIRE
12" x 12"
PROVIDE WITH FRAME FOR SURFACE MOUNTING
SA-3 SUPPLY AIR GRILLE - DUCT MOUNT
HART AND COOLEY MODEL
12" x 6"
PROVIDE WITH FRAME FOR DUCT MOUNTING
RA-1 RETURN AIR GRILLE - CEILING MOUNT
HART AND COOLEY MODEL PFG
15" x 15"
:Zih1117 'i'I��:■; .fi1�1�r+3:i.Y11:i�[ I LIN
LVR-1 OUTSIDE AIR LOUVER
RUSKIN ELF375DX -- SIZE AS SHOWN ON DRAWING
PROVIDE WITH 3/4" BIRD SCREEN
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€7RAWINO TITLE:
LOWER LENEL
IrECC-IAN COAL AND
PLUMSIM PLAN
FPPATE: 6r/29/17ALE: I/4 = �--d�
PROD. NO. 702)
PRAWN 15Y: PAI
G# KV f5Y: MA15
H
ENTRY LEVEL MECHANICAL AND PLUMBING PLAN
SCALE:: 1/4'=1'-0'
SYSTEMS SHALL BE CONSTRUCTED,
'E WITH INTERNATIONAL MECHANICAL
�S CODE (IFGC)
UIRED PRIOR TO FRAMING INSPECTION.
%PTER 29 AND IN ACCORDANCE WITH
3ED PRIOR TO FRAMING INSPECTION,
UMBING FIXTURE /EQUIPMENT LIST
DRINKING FOUNTAIN
HAWS 1109 FIR
PROVIDE COMPLETE WITH SUPPORT CARRIER
LAVATORY - UNDERMOUNT
KOHLER K2209
PROVIDE COMPLETE WITH MOEN 8413FO5 SINGLE HANDLE FAUCET,
GRID DRAIN, 1-1/2" P-TRAP AND ANGLE SUPPLIES AND STOPS
COLOR -- WH I TE
INSTALL LAVATORY AT ADA HEIGHT W/ OFFSET INSULATED TRAP.
WC-1 WATER CLOSET
PROFLO MODEL PF9412/PF9401
ELONGATED, 1.28 GPF
PROVIDE COMPLETE WITH OPEN FRONT SEAT
AND SUPPLY WITH STOP
COLOR - WHITE
WC-2 WATER CLOSET - ACCESSIBLE
PROFLO MODEL PF9412/PF9403
ELONGATED, 1.28 GPF
PROVIDE COMPLETE WITH OPEN FRONT SEAT AND SUPPLY WITH STOP
COLOR - WHITE
UR-1 URINAL
PROFLO MODEL PF1815WH URINAL, 0.5 GPF
PROVIDE COMPLETE WITH
- SLOAN MODEL 8186-0.5 BATTERY POWERED,
SENSOR OPERATED FLUSH VALVE
- ZURN Z-1222 WALL CARRIER
COLOR - WHITE
MS-1 MOP SINK - FLOOR MOUNT
FLORESTONE MODEL MSR-2424
24" X 24" W/ 3" OUTLET
PROVIDE COMPLETE WITH GRID DRAIN AND KOHLER MODEL
K-8907--RP FAUCET
WH-1 WATER HEATER
STATE MODEL ES6 30 SOMS K
30 GALLON
1650 WATTS, 120 VOLT
PROVIDE COMLETE WITH AMTROL ST-5 EXPANSION TANK
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PERMIT 04/13/17
DRAWING TITLE:
ENW LrEi L
LIECHANCAL AND
PLuwsIQ PLAN
P' ATE: p9/2g/(7
56A1-E: 114" = r--i5r
PROD. NO. 7029
DRAWN f5Y:IMI
MKV
rl"P-;R��AWINO NO.
MP-2
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