HomeMy WebLinkAbout002 - A0-2 - ARCHITECTURAL NOTES & LEGENDSPROJECT SPECIFIC NOTES
1. DIMENSIONS ARE SHOWN ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS.
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NEW MATERIALS (UNO). ALL
WORK SHALL BE PERFORMED BY SKILLED & QUALIFIED WORKMEN IN ACCORDANCE
WITH THE BEST PRACTICES OF THE TRADES INVOLVED, & IN COMPLIANCE WITH
BUILDING REGULATIONS &/OR GOVERNMENTAL LAWS, STATUTES OR ORDINANCES
CONCERNING THE USE OF UNION LABOR.
3. EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE TRADES
FOLLOWING THEM.
4. CONSTRUCTION DOCUMENTS SHOW THE DESIGN INTENT OF THE PROJECT & MAY
NOT SHOW MINOR DETAILS OF PROPOSED INSTALLATION. THE INCLUSION OF THESE
MINOR DETAILS IS IMPLIED TO PROVIDE A COMPLETE PROJECT & ARE TO BE
INCLUDED AS A PART OF A BID.
5. ALL DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. ALL
HEIGHTS ARE DIMENSIONED FROM THE TOP OF SUB FLOOR UNLESS NOTED
OTHERWISE. THE CONTRACTOR SHALL VERIFY ALL DIMENSION CONDITIONS PRIOR
TO CONSTRUCTION.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT EXISTING CONDITIONS PRIOR
TO PROCEEDING WITH EACH INSTALLATION OR PART OF THE WORK. DISCREPANCIES
MUST BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING.
7. ALL WORK SHALL BE ERECTED & INSTALLED PLUMB, LEVEL, SQUARE, TRUE & IN
PROPER ALIGNMENT.
8. THE DESIGN, ADEQUACY & SAFETY OF ERECTION BRACING, SHORING, TEMPORARY
SUPPORTS ETC IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR & HAS NOT BEEN
CONSIDERED BY THE ENGINEER OR ARCHITECT. THE CONTRACTOR IS RESPONSIBLE
FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF ALL SHEAR
WALLS, ROOF & FLOOR DIAPHRAGMS & FINISH MATERIALS.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS &/OR
SPECIFICATIONS, INCLUDING ALL UPDATES & ADDENDA, TO THE TRADES UNDER
THEIR JURISDICTION.
10. THE CONTRACTOR IS TO COORDINATE THE INSTALLATION OF MATERIALS & WORK OF
OTHERS WHO ARE NOT SUB-CONTRACTORS TO THE GC, YET ARE REQUIRED IN
PROVIDING A COMPLETED PROJECT. AREAS OF WORK REQUIRING COORDINATION
INCLUDE BUT ARE NOT LIMITED TO THOSE INDICATED AS NIC ON THE
CONSTRUCTION DOCUMENTS.
11. REFER TO STRUCTURAL, MECHANICAL & ELECTRICAL DRAWINGS FOR COORDINATION
OF WORK.
12. IN THE CASE OF CONTRADICTIONS BETWEEN DRAWINGS OR BETWEEN DRAWINGS &
SPECIFICATIONS, ASSUME THE MORE COSTLY APPROACH FOR BIDDING PURPOSES.
BRING ALL CONTRADICTIONS TO THE ATTENTION OF THE ARCHITECT
13. ALL WORK & MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF
AT LEAST ONE(1) YEAR FROM APPROVAL OF FINAL PAYMENT.
14. MECHANICAL & HVAC SYSTEMS TO BE DESIGNED & INSTALLED BY QUALIFIED HVAC
INSTALLER.
15. 3-D VIEWS MAY BE USED THROUGHOUT THE CONSTRUCTION DOCUMENTS. 3-D
VIEWS ARE SHOWN TO CLARIFY CONDITIONS THAT CANNOT BE SHOWN IN OTHER
VIEWS. 3-D VIEWS MAY NOT SHOW ALL DETAILS REQUIRED TO COMPLETE THE AREA.
REFER TO DETAILS AT ADJACENT AREAS AS NECESSARY OR ASK THE ARCHITECT PRIOR
TO BIDDING.
GENERAL NOTES
1. DIMENSIONS ARE SHOWN ON THE DRAWINGS. DO NOT SCALE THE
DRAWINGS.
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NEW MATERIALS
(U.N.O.) ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED
WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES
INVOLVED, AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR
GOVERNMENTAL LAWS, STATUTES OR ORDINANCES CONCERNING THE USE
OF UNION LABOR.
3. EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE
TRADES FOLLOWING THEM.
4. CONSTRUCTION DOCUMENTS SHOW THE DESIGN INTENT OF THE PROJECT
& MAY NOT SHOW MINOR DETAILS OF PROPOSED INSTALLATION. THE
INCLUSION OF THESE MINOR DETAILS IS IMPLIED TO PROVIDE A COMPLETE
PROJECT.
5. ALL DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE.
ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF SUB FLOOR UNLESS
NOTED OTHERWISE. THE CONTRACTOR SHALL VERIFY ALL DIMENSION
CONDITIONS PRIOR TO CONSTRUCTION.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT EXISTING
CONDITIONS PRIOR TO PROCEEDING WITH EACH INSTALLATION OR PART
OF THE WORK.
7. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE,
TRUE AND IN PROPER ALIGNMENT.
8. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING,
TEMPORARY SUPPORTS ETC. IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE ENGINEER OR
ARCHITECT. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE
STRUCTURE PRIOR TO THE COMPLETION OF ALL SHEAR WALLS, ROOF AND
FLOOR DIAPHRAGMS AND FINISH MATERIALS.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF
DRAWINGS AND/OR SPECIFICATIONS, INCLUDING ALL UPDATES AND
ADDENDA, TO THE TRADES UNDER THEIR JURISDICTION.
10. THE CONTRACTOR IS TO COORDINATE THE INSTALLATION OF MATERIALS &
WORK OF OTHERS WHO ARE NOT SUB-CONTRACTORS TO THE G.C., YET ARE
REQUIRED IN PROVIDING A COMPLETED PROJECT. AREAS OF WORK
REQUIRING COORDINATION INCLUDE BUT ARE NOT LIMITED TO THOSE
INDICATED AS N.I.C. ON THE CONSTRUCTION DOCUMENTS.
11. REFER TO STRUCTURAL, MECHANICAL & ELECTRICAL DRAWINGS FOR
COORDINATION OF WORK.
12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT THE DRAWINGS AND
BECOME FAMILIAR WITH THE CONSTRUCTION DRAWINGS. ELS ARCHITECTS
PC IS NOT LIABLE FOR INCIDENTAL, CONSEQUENTIAL, OR INDIRECT
DAMAGES OF ANY KIND ARISING OUT OF THE USE OF OUR DRAWINGS.
13. MECHANICAL AND HVAC SYSTEMS TO BE DESIGNED AND INSTALLED BY
QUALIFIED HVAC INSTALLER AND PER LOCAL REGULATIONS/CODES.
14. 3-D VIEWS MAY BE USED THROUGHOUT THE CONSTRUCTION DOCUMENTS.
3-D VIEWS ARE SHOWN TO CLARIFY CONDITIONS THAT CANNOT BE SHOWN
IN OTHER VIEWS. 3-D VIEWS MAY NOT SHOW ALL DETAILS REQUIRED TO
COMPLETE THE AREA.
15. THESE DRAWINGS WERE PREPARED BY ELS ARCHITECTS, P.C. FOR
CONSTRUCTION OF THE BUILDING DESCRIBED. AS SUCH, THEY ARE THE
PROPERTY OF ELS ARCHITECTS, P.C. AND MAY NOT BE REPRODUCED,
COPIED OR USED IN ANY WAY WITHOUT PRIOR APPROVAL FROM ELS
ARCHITECTS, P.C. 2016.
1. ALL EXTERIOR WALLS TO BE 2X6'S @ 16" ON CENTER U.N.O.
2. ALL INTERIOR WALLS TO BE 2X4'S @ 16" ON CENTER U.N.O.
3. ALL INTERIOR WALLS TO BE FINISHED WITH 1/2" GWB U.N.O. SEE PLAN FOR
BRACED PANEL OR SHEAR WALL LOCATIONS.
4. ALL INTERIOR CEILINGS TO BE FINISHED WITH 5/8" GWB U.N.O.
5. ALL VENTS, STACKS AND OTHER ROOF PENETRATIONS SHALL BE PAINTED TO
MATCH THE ROOFING MATERIAL.
6. LL PLUMBING FIXTURES TO BE OF WATER SAVING TYPE (LOW FLOW,
AERATORS, ETC.)
7. INSTALL WP GWB TO 7' BEHIND TUB & SHOWER ENCLOSURES AND TO 4'
BEHIND TOILETS.
8. CONTRACTOR SHALL PROVIDE BACKING/BLOCKING AS REQUIRED FOR ALL
WALL MOUNTED EQUIPMENT, FURNISHINGS, ETC. AND FIREBLOCKING,
DRAFTSTOPPING AS REQ'D PER CODE.
9. EGRESS" WINDOW DENOTES WINDOW WITH MIN. OPENING WIDTH OF 20",
MIN OPENING HEIGHT OF 24", MIN CLEAR OPENABLE AREA OF 5.7 sq ft AND
FINISHED SILL NOT TO BE MOUNTED NO MORE THAN 44" ABOVE FLOOR.
WINDOW NOTATION CONTAINING A "T" DESIGNATES TEMPERED
GLAZING.(R310)
10. EXTERIOR DOORS SHALL HAVE A MIN OF 36" (WIDE OR WIDTH OF DR) BY 44"
DEEP LANDING ON EA. SIDE. NO MORE THAN 2% SLOPE. FOR ALL INSWINGING
DOORS, THE THRESHOLD SHALL NOT BE MORE THAN 1/2" HIGHER THAN THE
LANDING.
11. EGRESS WINDOWS WITH AN OPENING HIGHER THAN 6' 0" OFF THE GROUND
SHALL HAVE THE TOP OF SILL 24" OFF T.O.FIN.FLR. OPERABLE WINDOWS AT
THIS HEIGHT CANNOT OPEN MORE THAN 4" WITH CONTROL DEVICES.
12. VAPOR BARRIERS TO BE CLASS I, MIN 6 MIL THICKNESS AND 1 PERM RATING
OR LESS.
13. VAPOR RETARDER TO BE A MIN OF CLASS II ON THE INTERIOR SIDE OF WALLS.
CLASS II CONSISTS OF KRAFT FACED FIBERGLASS BATTS. CLASS I SHEET
POLYETHYLENE.
14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTING THE SINGLE OR
COMBINATION OF MATERIALS THAT MAKE UP THE BUILDING ENVELOPES AIR
BARRIER.
15. PROJECT SHALL BE EQUIPPED WITH RADON CONTROL. G.C. TO ELECT PASSIVE
OR ACTIVE CONTROL MEASURES.
16. ARCHITECT NOT HELD RESPONSIBLE FOR FAILED BLOWER DOOR TESTING. ALL
BLOWER DOOR TESTING G.C. RESPONSIBILITY.
CONSTRUCTION NOTES
1 View Name
1/8" = 1'-0"SCALE
101A5
A3-8
3
A5-2
A
0
0
Room name
202
BUILDING SECTIONS
SEE DRAWINGS
EX: SHEET A3-8, DETAIL 5
WALL SECTIONS
SEE DRAWINGS
EX: SHEET A5-2, DETAIL 3
EXTERIOR ELEVATION
SEE DRAWINGS
EX: SHEET A7-1, DETAIL 4
CONSTRUCTION DETAIL
SEE DRAWINGS
EX: SHEET A6-3, DETAIL 2
INTERIOR ELEVATION
SEE DRAWINGS
EX: SHEET A7-1, DETAIL 4 & 5
DOOR SYMBOL
SEE DOOR SCHEDULE
WINDOW SYMBOL
SEE WINDOW TYPES
ROOM SYMBOL
EX: 202 -SECOND FLOOR
GRID LINES:
LETTERS LEFT TO RIGHT
NUMBERS BOTTOM TO TOP
SPECIFIC FRAMING MEMBER
REFERENCE SYMBOLS
5
A3-8
1
A101
SIM
A7-14
A7-14
5
A
1
(E)EXISTING WORK (N)NEW WORK
ANCHOR BOLT
AIR CONDITIONING
ACOUSTICAL CEILING TILE
ADDENDUM
ADJACENT
ABOVE FINISHED FLOOR
AIR HANDLING UNIT
AIR INFILTRATION BARRIER
ALTERNATE
ALUMINUM
ARCHITECTURAL
BOTTOM OF
BUILDING
BLOCKING
BETWEEN
BOTTOM OF WALL
BUILT UP
CENTERLINE
CATCH BASIN
CENTER TO CENTER
EXTERIOR GRADE PLYWOOD
CUBIC FEET
CERAMIC TILE
CHANNEL
CONTROL JOINT
CEILING
CLEAR
CONCRETE MASONRY UNIT
COLUMN/COLUMNS
CONCRETE
CONSTRUCTION
CONTINUOUS
COORDINATE
CENTER
CENTERED
DOUBLE
DRINKING FOUNTAIN
DIAMETER
DIMENSION
DOWN
DOOR
DOWNSPOUT
DETAIL
DRAWING
EACH
EXTERIOR INSULATION FINISH SYSTEM
EXPANSION JOINT
ELEVATION -HEIGHT
ELECTRICAL
EQUAL
EXISTING
EXISTING TO REMAIN
EXTERIOR WALL ASSEMBLY
ELECTRIC WATER COOLER
EXTERIOR
R
RD
RDWD
RE
REF
REFG
REINF
REQD
RES
RM
RO
SCHED
SACT
SF
SG
SHT
SHTG
SHWR
SIM
SIP
SPEC
SS
STD
STL
STOR
STRUC
SUB FLR
T&G
T ALUM
TB
THRU
TJI
TO
TOB
TOP
TO FTG
TOS
TOSL
TOW
TP DISP
TR
TS
TYP
UG
UNO
VAC
VCT
VERT
VB
W/
WC
WD
WNDW
W/O
WP
W/R
WT
WWF
RADIUS, RISER
ROOF DRAIN
REDWOOD
REGARDING
REFERENCE
REFRIGERATOR
REINFORCING
REQUIRED
RESILIENT
ROOM
ROUGH OPENING
SCHEDULE
SUSPENDED ACOUSTICAL CEILING TILE
SQUARE FEET
SUPPLY GRILLE
SHEET
SHEATHING
SHOWER
SIMILAR
STRUCTURAL INSULATED PANEL
SPECIFICATIONS
STAINLESS STEEL
STANDARD
STEEL
STORAGE
STRUCTURAL
SUBFLOOR
TONGUE AND GROVE
TUBULAR ALUMINUM
TEST BORE
THROUGH
TRUSS JOIST INCORPORATED
TOP OF
TOP OF BEAM
TOP OF PLATE
TOP OF FOOTING
TOP OF STEEL
TOP OF SLAB
TO OF WALL
TOILET PAPER DISPENSER
TREAD
TUBULAR STEEL
TYPICAL
UNDERGROUND
UNLESS NOTED OTHERWISE
VACUUM OUTLET
VINYL COMPOSITION TILE
VERTICAL
VAPOR BARRIER
WITH
WATER CLOSET
WOOD
WINDOW
WITHOUT
WATERPROOF
WATER RESISTANT
WEIGHT
WELDED WIRE FABRIC
AB
A/C
ACT
ADDM
ADJ
AFF
AHU
AIB
ALT
ALUM
ARCH
BO
BLDG
BLKG
BTWN
BOW
BU
CL
CB
CC
CDX
CF
CT
CH
CJ
CLG
CLR
CMU
COL/COLS
CONC
CONST
CONT
COORD
CTR
CTRD
DBL
DF
DIA
DIM
DN
DR
DS
DTL/DET
DWG
EA
EIFS
EJ
ELEV
ELEC
EQ
(E)/EXTG
ETR
EW/EWA
EWC
EXT
GA
GC
GALV
GL
GLU LAM or GLB
GWB
HD BD
HM
HORIZ
HP
HR
HT
HTG
HVAC
IN
INFO
INSUL
INT
IWA
JST
JT
LB
LF
LTWT
LVL
MFR
MAT
MAX
MECH
MDF
MIN
MIR
MISC
MO
MTL
N/A
NIC
#
NTS
OC
OH
OPNG
OPP
PAF
PART BD
PERP
PL
PLAM
PLY/PLYWD
PNL
PRE
PSF
PSI
PSL
PT
PVC
PNT
QTY
GAUGE
GENERAL CONTRACTOR
GALVANIZED
GLASS
GLUE LAMINATED BEAM
GYPSUM WALL BOARD
HARD BOARD
HOLLOW METAL
HORIZONTAL
HIGH POINT
HOUR
HEIGHT
HEATING
HEATING, VENTILATING,
AIR CONDITIONING
INCH
INFORMATION
INSULATION
INTERIOR
INTERIOR WALL ASSEMBLY
JOIST
JOINT
POUND
LINEAL FEET
LIGHTWEIGHT
LAMINATED VENEER LUMBER
MANUFACTURER
MATERIAL
MAXIMUM
MECHANICAL
MEDIUM DENSITY FIBER BOARD
MINIMUM
MIRROR
MISCELLANEOUS
MASONRY OPENING
METAL
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
NOT TO SCALE
ON CENTER
OVERHEAD
OPENING
OPPOSITE
POWER ACTUATED FASTENER
PARTICLE BOARD
PERPENDICULAR
PLATE
PLASTIC LAMINATE
PLYWOOD
PANEL
PREFINISHED
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PARALLEL STRAND LUMBER
PRESSURE TREATED
POLYVINYLCHLORIDE
PAINT
QUANTITY
ABBREVIATIONS
FD
FND
T.O.F
FO
FEC
FIN FLR / FF
FLR
FT
FTG
FLOOR DRAIN
FOUNDATION
TOP OF FLOOR SHEATHING
FACE OF
FIRE EXTINGUISHER CABINET
FINISHED FLOOR
FLOOR
FOOT
FOOTING
ASSEMBLY PENETRATION SCHEDULE
MARK TYPE OF ASSEMBLY
FIRE RESISTANCE RATED
WALLS
TYPE OF
PENETRATION
ITEM
PENETRATING
THROUGH
PENETRATION
PVC PIPE, 4"
OR SMALLER
3M BRAND SYSTEM C-AJ-2637,
2 HOUR RATING
UL 1479
FIRE RESISTANCE RATED
WALLS
THROUGH
PENETRATION
COPPER OR STEEL PIPE,
4" OR SMALLER
3M BRAND SYSTEM C-AJ-1337,
2 HOUR RATING
UL 1479
FIRE RESISTANCE RATED WALLS
HORIZONTAL ASSEMBLIES
THROUGH
PENETRATION
PVC PIPE, 4" OR
SMALLER
3M BRAND SYSTEM F-C-2024,
1 HOUR RATING
UL 1479
THROUGH
PENETRATION
3M BRAND SYSTEM F-C-1002,
1 HOUR RATING
UL 1479
THROUGH
PENETRATION
PVC PIPE, 4" OR SMALLER
(BRANCH PIPING)
3M BRAND SYSTEM F-C-2129,
1 HOUR RATING
UL 1479
F1
F2
F3
F4
F5
THROUGH
PENETRATION
DUCT MAIN, DUCT TO AIR
DEVICE CONNECTION
RUSKIN CFD7T RADIANT
CEILING FIRE DAMPER
UL 555C
R8039
F6
THROUGH
PENETRATION
PEX PIPE, 24”OR
SMALLER
3M BRAND SYSTEM F-C-2391,
1 HOUR RATING
UL 1479F7
FIRE RESISTANCE RATED WALLS
HORIZONTAL ASSEMBLIES
FIRE RESISTANCE RATED WALLS
HORIZONTAL ASSEMBLIES
FIRE RESISTANCE RATED WALLS
HORIZONTAL ASSEMBLIES
FIRE RESISTANCE RATED WALLS
HORIZONTAL ASSEMBLIES
COPPER OR STEEL PIPE,
4" OR SMALLER
PROTECTION TO BE
USED
PROVIDED
(UL LIST)
DRAWN BY:PROJECT #:REVDESCDATEPHASEPRE SDDDCDDATE1234A0-2
06.14.22ARCHITECTURAL NOTES &LEGENDSBAXTER LOT 4AEQUESTRIAN LANEBOZEMAN, MT 59715SITE PLAN REVIEWPERMIT #---Author--------