HomeMy WebLinkAboutCoverSheet&Index_6.25.21
11
1i
1
1
Name
Elevation
N
1
A101
SIM
1 / A101
1 View Name
1/8" = 1’−0" DRAWING TITLE
GRAPHIC SYMBOLS
BUILDING SECTION
1
A101
SIM
DETAIL SECTION
1
Ref
View Name
EXTERIOR ELEVATION
1 Ref
View Name
INTERIOR ELEVATION
DETAIL CALLOUT A101
1 SIM
ROOM
NAME
101
ROOM NAME & NUMBER
STRUCTURAL GRID
REVISION CLOUD & NUMBER
1
DOOR NUMBER/TYPE
WINDOW NUMBER/TYPE
BENCHMARK ELEVATION
VIEW REFERENCE
EXISTING CONTOUR
NORTH ARROW
1. DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE TH
XCLUSIVE PROPERTY OF THIS DESIGNER WHETHER THE PROJECT FOR WHICH
THEY WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT. THESE
DOCUMENTS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO
BE USED BY THE PROJECT OWNER NOR ANY OTHER ENTITY ON ANY OTHER
PROJECTS OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE
ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND PERMISSION FROM
AND AGREEMENT WITH THIS DESIGNER.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON
THE DRAWINGS AT THE JOB SITE AND SHALL NOTIFY THE DESIGNER OF ANY
DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS BEFORE PROCEEDING WITH TH
WORK.
3. CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF
AGENCIES HAVING JURISDICTION AND SHALL CONFORM TO ALL CITY, COUNTY,
STATE AND FEDERAL CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES,
STATUTES AND ORDINANCES. ALL FEES, TAXES, PERMITS, APPLICATIONS AND
CERTIFICATES OF INSPECTION, AND THE FILING OF ALL WORK WITH
GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF TH
CONTRACTOR.
4. ACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY TH
TRADES FOLLOWING THEM.
5. CONTRACTORS SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS
AND/OR SPECIFICATIONS TO THE TRADES UNDER THEIR JURISDICTION.
6. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE
AND IN PROPER ALIGNMENT.
7. ALL MATERIALS SHALL BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN
VERY RESPECT, UNLESS NOTED OTHERWISE. MANUFACTURED MATERIALS AND
QUIPMENT SHALL BE INSTALLED PER MANUFACTURER’S RECOMMENDATIONS
AND INSTRUCTIONS.
8. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER
IS SPECIFIED. WHERE THE TERMS "EQUAL TO", "EQUIVALENT" OR "APPROVED
EQUAL" ARE USED, THE DESIGNER SHALL DETERMINE EQUALITY BASED ON
INFORMATION SUBMITTED BY THE CONTRACTOR.
9. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A
PERIOD OF AT LEAST ONE (1) YEAR FROM APPROVAL FOR FINAL PAYMENT.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING
REQUIRED FOR THEIR WORK.
11. CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF
ACCUMULATION OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT
CLEAN DAILY OF RELATED CONSTRUCTION DEBRIS. AT THE COMPLETION OF TH
WORK, LEAVE THE JOB SITE FREE OF ALL MATERIALS AND BROOM CLEAN.
12. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. LARGER SCAL
DRAWINGS SHALL GOVERN SMALLER SCALE.
13. PATCH ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO TH
INSTALLATION OF FLOORING OR CARPETING.
14. TO INSURE PROPER AND ADEQUATE BLOCKING, ALL BLOCKING FOR CABINET
WORK WILL BE THE RESPONSIBILITY OF THE CABINET CONTRACTOR.
15. UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL WALK THROUGH
WITH THE DESIGNER AND COMPILE A "PUNCH LIST" OF CORRECTIONS AND
UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL B
CONTINGENT UPON THE COMPLETION OF THESE ITEMS.
16. ANY CHANGE WHICH RESULTS IN EXTRA COST SHALL NOT PROCEED
WITHOUT WRITTEN AUTHORIZATION OF THE OWNER AND THE DESIGNER.
17. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING,
TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE GENERAL
CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT OR
ENGINEER. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF
THE STRUCTURE THROUGHOUT CONSTRUCTION.
18. ANY AMBIGUITIES, DISCREPANCIES, OR CONFLICTS DISCOVERED THROUGH
THE USE OF THESE DRAWINGS SHALL BE REPORTED IMMEDIATELY TO TH
DESIGNER. FAILURE TO PROVIDE NOTICE TO THE DESIGNER PRIOR TO ANY
CONSTRUCTION ACTIVITY SHALL RELIEVE THE DESIGNER OF ALL LIABILITIES
AND/OR ANY OTHER CONSEQUENCE.
19. CHANGES TO OR DEVIATIONS FROM THE DRAWINGS MADE WITHOUT TH
XPRESS WRITTEN CONSENT OF THE DESIGNER SHALL BE CONSIDERED TO B
UNAUTHORIZED AND SHALL RESULT IN THE PARTY MAKING SUCH CHANGES TO
OR DEVIATIONS FROM THE DRAWINGS BEING HELD RESPONSIBLE FOR THE
CONSEQUENCES RESULTING FROM SUCH CHANGES.
GENERAL NOTES
AB.
ACT
A.D.
ADD.
A.F.F.
AGGR.
AL.
ALT.
APPROX.
ARCH.
BD.
BLDG.
BLK.
BLK’G.
BM.
BOT.
BTWN.
B.U.R.
B.W.
CAB.
C.I.P.
C.J.
CLG.
CLKG.
CLR.
C.M.U.
C.O.
COL.
CONC.
CONN.
CONSTR.
CONT.
CPT.
C.T.
DEG.
DEMO.
DET./DTL.
D.F.
DIAG.
DIA.
DN.
DS.
DWG.
(E)
EA.
E.J.
E.I.F.S.
EL./ELEV.
ELEC.
EMER
ENCL.
EQ.
EQUIP.
EQUIV.
E.W.
E.W.C.
EXP.
EXT.
F
F.A.
F.D.
F.D.C.
FDN.
F. .
F. .C.
F.F.
F.H.C.
FIN.
F.L.
FLR.
FLUOR.
FM
FND.
F.O.B.
F.O.C.
F.O.S.
F.P.
F.R.
F.S.
FT.
FTG.
FURR.
GA.
GALV.
G.C.
G.I.
G.L.
GR.
GWB.
GYP.
GYP. BD.
H.B.
H.C.
H/C
HDR.
HDWD.
HDWE.
H.M.
HORIZ.
HPL
HR.
HT.
HVAC
IBC
I.D.
INSUL.
INT.
ANCHOR BOLT
ACOUSTICAL CEILING TILE
AREA DRAIN
ADDENDUM
ABOVE FINISHED FLOOR
AGGREGATE
ALUMINUM
ALTERNATE
APPROXIMATE
ATCHITECT(URAL)
BOARD
BUILDING
BLOCK
BLOCKING
BEAM
BOTTOM
BETWEEN
BUILT UP ROOFING
BOTH WAYS
CABINET
CAST−IN−PLACE
CONTROL JOINT
CEILING
CAULKING
CLEAR
CONCRETE MASONRY UNIT
CLEAN OUT
COLUMN
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
CARPET
CERAMIC TILE
DEGREE
DEMOLITION
DETAIL
DRINKING FOUNTAIN
DIAGONAL
DIAMETER
DOWN
DOWNSPOUT
DRAWING
EAST
EXISTING
EACH
EXPANSION JOINT
EXTERIOR INSULATION AND
FINISH SYSTEM
ELEVATION
ELECTRIC
EMERGENCY
ENCLOSURE
EQUAL
EQUIPMENT
EQUIVALENT
EACH WAY
ELECTRIC WATER COOLER
EXPANSION
EXTERIOR
FURNACE
FIRE ALARM
FLOOR DRAIN
FIRE DEPARTMENT
CONNECTION
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH FLOOR
FIRE HOSE CABINET
FINISH
FLOW LINE
FLOOR
FLUORESCENT
FACTORY MUTUAL
FOUNDATION
FACE OF BRICK
FACE OF CONCRETE
FACE OF STUD
FIREPLACE
FIRE RETARDANT
FULL SIZE
FOOT (FEET)
FOOTING
FURRING
GAUGE or GAGE
GALVANIZED
GENERAL CONTRACTOR
GALVANIZED IRON
GLASS
GRADE
GYPSUM WALLBOARD
GYPSUM
GYPSUM BOARD
HOSE BIB
HOLLOW CORE
HANDICAPPED
HEADER
HARDWOOD
HARDWARE
HOLLOW METAL
HORIZONTAL
HIGH PRESSURE LAMINATE
HOUR
HEIGHT
HEATING, VENTILATION, AND
AIR CONDITIONING
INTERNATIONAL BUILDING
CODE
INSIDE DIAMETER
INSULATION
INTERIOR
JAN.
JT.
JST.
KIT.
LAB.
LAM.
LAV.
LT.
LWT.
MAX.
MECH.
MEMB.
MFR.
M.H.
MDF
MIN.
MISC.
M.O.
MTL.
MUL.
N
(N)
N.I.C.
NO.
NOM.
N.T.S.
O.C.
O.D.
OH.
OPG.
OPP.
O.W.S.J.
(P)
PCT.
P.L.
P.LAM.
PLAS.
PLYWD.
PR.
P.T.
Q.T.
R.
R.D.
RE:
REFR.
REINF.
REQ’D.
RM.
R.O.
R.S.
R.W.
S
S.A.C.
S.C.
SCHED.
SECT.
S.F.
SHT.
SIM.
S.I.P.
SPEC.
SQ.
S.S.
STAGG.
STD.
STIFF
STL.
STR.
STRUC.
SUSP.
T
T&B
TER.
T&G
THK.
T.O.
TYP.
U.N.O.
UL
V.B.
V.R.
VCT
VER
VERT.
V.I.F.
W
W/
WH
W.C.
WD.
W/O
W.P.
W.R.
W.W.F.
@
&
ABBREVIATIONS
JANITOR
JOINT
JOIST
KITCHEN
LABORATORY
LAMINATE
LAVATORY
LIGHT
LIGHTWEIGHT
MAXIMUM
MECHANICAL
MEMBRANE
MANUFACTURER
MANHOLE
MEDIUM DENSITY FIBERBOARD
MINIMUM
MISCELLANEOUS
MASONRY OPENING
METAL
MULLION
NORTH
NEW
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETE
OVERHEAD
OPENING
OPPOSITE
OPEN WEB STEEL JOIST
PAINT
PRE−CAST
PROPERTY LINE
PLASTIC LAMINATE
PLASTER
PLYWOOD
PAIR
PRESSURE TREATED
QUARRY TILE
RISER
ROOF DRAIN
REFER TO ...
REFRIGERATOR
REINFORCED
REQUIRED
ROOM
ROUGH OPENING
ROUGH SAWN (RESAWN)
RED WOOD
SOUTH
SUSPENDED ACOUSTICAL
CEILING
SOLID CORE
SCHEDULE
SECTION
SQUARE FOOT (FEET)
SHEET
SIMILAR
STRUCTURAL INSULATED
PANEL
SPECIFICATION(S)
SQUARE
STAINLESS STEEL
STAGGERED
STANDARD
STIFFENER
STEEL
STRUCTURAL
STRUCTURAL
SUSPENDED
TREAD
TOP AND BOTTOM
TERRAZZO
TOUNGE AND GROOVE
THICK
TOP OF
TYPICAL
UNLESS NOTED OTHERWISE
UNDERWRITER’S LABORATORY
VAPOR BARRIER
VAPOR RETARDER
VINYL COMPOSITION TILE
VERIFY
VERTICAL
VERIFY IN FIELD
WEST
WITH
WATER HEATER
WATER CLOSET
WOOD
WITHOUT
WATERPROOF(ING)
WATER RESISTANT
WELDED WIRE FABRIC
CENTERLINE
PLATE
AT
AND
1, 2, 6, 8
4
DETAIL STUD/POST SIZE DEVICE MARK
HOLDOWN/STRAP SCHEDULE
S2 1/2" DIA. X 7" EMBED. A.B. @ 3'-0" O.C.
S1 1/2" DIA. X 7" EMBED. A.B. @ 4'-0" O.C.
SILL PLATE ANCHORAGE SHEATHING ATTACHMENT
7/16 " APA RATED APA-RATED
SHEATHING, 1-SIDE MIN.
SHEATHING MARK
SHEAR WALL SCHEDULE
NOTES:
1. SHEATHING/ATTACHMENT IS REQUIRED THE ENTIRE LENGTH OF WALL INDICATED. WHERE AN EXTERIOR WALL IS NOT DESIGNATED WITH A
SHEATHING MARK, PROVIDE SHEATHING AND ATTACHMENT PER TYPE S1 ABOVE.
2. DRIVE WOOD PANEL SHEATHING NAILS FLUSH WITH, BUT NOT PENETRATING THE FACE OF THE WOOD SURFACE.
3. BLOCK ALL EDGES OF SHEAR WALL PANELS (ORIENTED STRAND BOARD, O.S.B. ARE ACCEPTABLE).
4. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER EACH SILL PLATE PIECE, NOT MORE THAN 12" OR LESS THAN 4" FROM
EACH END. PROVIDE 3" X 3" X 1/4 " PLATE WASHERS AT ALL SILL PLATE ANCHOR BOLTS.
5. STAGGER END JOINTS OF SHEATHING 16" MIN. ON EA. SIDE OF WALL, WHERE SHEATHING IS REQUIRED ON BOTH FACES OF WALL.
6. CONSTRUCT SHEAR WALL ASSEMBLIES, INCLUDING CORNER AND INTERSECTION STUD GROUPS, TOP PLATE SPLICES, AND STUD
TO PLATE CONNECTIONS TO COMPLY WITH 2012 INTERNATIONAL BUILDING CODE (IBC) TABLE 2304.9.1, U.N.O.
7. PROVIDE 4X6 OR (2) 2X6 WALL BOTTOM PLATE AND STUDS, DOUG. FIR STUD GRADE, AT ADJOINING PANEL EDGES TO COMPLY WITH
IBC 2012 CRITERIA IN SEISMIC CATEGORY D. (2) 2X6 NAILED TOGETHER WITH 16D COMMON AT 3" O.C. STAGGERED.
8. SPRUCE-PINE-FIR WALL STUDS AND 2x SILL PLATES ARE ACCEPTABLE FOR WALLS CONSTRUCTED WITH SHEAR WALL TYPES S1 AND S2 UNLESS
OTHERWISE NOTED IN THE GENERAL STRUCTURAL NOTES.
8d @ 3" O.C. EDGE, 12" O.C. FIELD
8d @ 6" O.C. EDGE, 12" O.C. FIELD
7/16 " APA RATED APA-RATED
SHEATHING, 1-SIDE MIN.
SIMPSON "STHD14"
HOLD DOWN STRAP
T = 3" MIN.
(2) 2X STUDS, B/U, MIN.
(30) 16D SINKERS INTO DOUBLE STUD
RIM JOIST OR BLOCKING TO
SILL OR TOP PLATE BELOW
"A35" CLIP @ 2'-8" O.C.
"A35" CLIP @ 2'-0" O.C.
C1 -
SIMPSON HDU4 T = 3" MIN.
(1) 2X STUDS, B/U, MIN.
PER MANUFACTURERES INSTRUCTIONS W/5/8" EPOXY BOLT W/12" EMBED C2 -
1 Cover PROJECT NAME:OBER RESIDENCE − GARAGE/ADU ADDITION ADDRESS:431 NORTH GRAND OWNER:TRAVIS OBERLEGAL: LOT 5 & 6, BLOCK 7 OF BEALL’S 3RD ADDITION 5−5−2021
REV:
NOTES:
1. COORDINATE HOLDOWN LOCATION WITH ARCHITECTURAL FLOOR PLANS AT DOOR/WINDOW LOCATIONS FOR PROPER PLACEMENT AT
BEARING/KING STUD ASSEMBLIES.
2. REFER TO THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS.
3. ALTERNATE USE OF A HDU HOLDOWN OF EQUAL VALUE IS ACCEPTABLE.
FASTENER SHEATHING LOCATION
FLOOR & ROOF DIAPHRAGM FASTENER SCHEDULE
8d COMMON
NOTES:
1. DRIVE WOOD PANEL SHEATHING NAILS FLUSH WITH, BUT NOT PENETRATING THE FACE OF THE WOOD SURFACE.
FLOOR
ROOF
3_
4 " T&G
1_
2 " OR 5_
8 " 24" SPAN RATED
SPACING OF FASTENERS
6" O.C. EDGE, 12" O.C. FIELD
8d COMMON 6" O.C. EDGE, 12" O.C. FIELD
SHEET NUMBER
A0.00
C1.01
D1.01
A1.01
A1.02
A2.01
A2.02
A3.01
E1.01
DRAWING INDEX
SHEET NAME
COVER SHEET
SITE PLAN
AS−BUILT PLAN
MAIN LEVEL PLAN
ROOF PLAN
ELEVATIONS
PERSPECTIVE ELEVATIONS
SECTIONS
ELECTRICAL PLANS
REVISED ROOF
COVER SHEET
A0.00