HomeMy WebLinkAboutPlansGENERAL NOTES
WORK SI -TALL COMPLY WITH THE 2003 INTERNATIONAL BUILDING CODE (IBC)
AND ANY APPLICABLE STATE AND LOCAL ORDINANCES, EXCEPT WHERE
OTHER NOTES ARE MORE RESTRICTIVE.
SSY
2. THESE
CONSTRUCTIONONSAF TY TS DO N ANY JOB SITE VISIT T INCLUDE THE EBYATRCOMPONENTS
4E ENGI NEER NOT
INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S
SAFETY MEASURES.
3. DESIGN CRITERIA
ROOF 40 PSF SNOW LOAD
WIND SPEED 010 MPH EXPOSURE 6 1=1.0
SEISMIC DESIGN CATEGORY C
4. VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS WITH
THOSE SHOWN ON ARCHITECTURAL DRAWINGS AND METAL BUILDING
DRAWINGS. PRIOR TO CONSTRUCTION, NOTIFY THE ARCHITECT AND
ENGINEER OF DISCREPANCIES REQUIRING CLARIFICATION OR REVISIONS.
5. TYPICAL
THE PLANS BUT SHALL_ ANLL APPLYTES OWN ON UNLESSRAW I NOTED GS MAY NOT BE INDICATED
OTH RWI5E.
6. SUBSTITUTIONS TO STRUCTURAL ELEMENTS TO BE APPROVED BY ENGINEER
METAL BUILDING NOTES
PMETAL ROV DED I IN ING THEFMETALTBUILD NGENGINEERING
DRAW NGDESIGN
LOADS
STEEL BUIILD NG
SUPPLIER, PROJECT NO. 5707Q2, DATED 0q/28/0q.
TH 12" MINIMUM EMBEDMENT
2I. ALL ANCHOR
CONCRETE. REFER TO METAL BUILDI GS SI-IALL BE ASTM A307 I DRAW GS FOR ANCHOR BOLT
DIAMETER, PROJECTION, SPACING AND EDGE DISTANCE REQUIREMENTS.
3. SEE METAL BUILDING DRAWINGS FOR BOLTING, WELDING OR OTHER SPECIAL
INSPECTION REQUIREMENTS.
FOUNDATIONS
FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOI Li�S OR COMPACTED
STRUCTURAL FILL. GEOTECHNICAL ENGINEER SHALL AI"E—r
CAVATION PRIO TO •.6"1 ' a TO VERIFY SOIL CONDITIONS WITH
MINI MU •• PSF ALLOWABLE BEARING PRESSURE.
FOOTINGS SHALL HAVE A MINIMUM OF 36" EMBEDMENT FOR FROST
PROTECTION OR 2 OR FROST -PROTECTED SHALLOW FOUNDATIONS SHALL BE
PROVIDED THROUGH THE USE OF INSULATION WITH A MINIMUM OF 24"
EMBEDMENT.
3. ENGINEER OF RECORD OR BUILDING OFFICIAL SHALL PROVIDE VISUAL
OBSERVATION OF THE FOUNDATION REBAR FOR GENERAL CONFORMANCE TO
THE CONSTRUCTION DOCUMENTS BEFORE CONCRETE IS PLACED.
STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE
RESPONS
EITIONSFOR
OFF THE INTERNATIONALEBUILLDIN GSECTION 1704 OR
CODE.
4. CONTRACTOR IS TO LOCATE CRACK CONTROL JOINTS IN SLABS. SAW CUT
JOINTS CONTROLRE TOJOINTSSHALLL BE SPACEDE MDE AS SOON AS PERONCRETE SET W I LL ACII RECOM ENDATIONSW. SLAB
RM WORK
HALL
E
EQUATELY T
ETHER
5. CONCRETE
BRACED TO OFORM TRUE SL NES, SQUDARE CORNERSIED NDP PLUMB WALLS.
ALL EXCAVATIONS SHALL BE CLEANED OF DEBRIS. WATER AND LOOSE SOIL
SHALL BE REMOVED PRIOR TO PLACING CONCRETE.
CONCRETE
CAST IN PLACE CONCRETE SHALL BE NORMAL WEIGHT MIX AND DEVELOP
QMINIMUM UALITY, MIXING GE ANDEPLACINGGTH OF 4000 PSI SHALL CONFORM AT 25 7 ACI) 3 55 AND CONCRETE
SECTION I905.
2. CAST IN PLACE CONCRETE SHALL BE PLACED CONTINUOUSLY, WITH NO
COLD JOINTS UNLESS INDICATED IN THE DRAWINGS. MATERIAL SHALL BE
ADEQUATELY
FFECTO CTS. RREVENT THE OCK POCKTSGANDRENCE VOIDS OF POCKETS
ALL B
REPAIRED.
3. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED
TO EXPOSE CLEAN AGGREGATE EMBEDDED IN THE PREVIOUS POUR.
LOCATION AND TYPE OF JOINTS IN CONCRETE SHALL BE ONLY WHERE
INDICATED IN THE DRAWINGS.
4. NO CONCRETE SHALL BE PLACED SUBJECT TO FREEZING CONDITIONS OR ON
FROZEN GROUND.
REINFORCING
. REINFORCING STEEL SHALL ASTM A-615 GRADE GO.
REINFORCING STEEL SHALL BEN KFORM EPT CLEAN AND FREE OF RUST.
2. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE ACI
"MANUAL OF STANDARD PRACTICE FOR DETAILING OF REINFORCED CONCRETE
STRUCTURES."
E AS
AS PRACT
L
3. ALL
RINFORCING AR
BENTS SECURELY
TIE ALLY A
SHALLREINFORCING BENDS
H END
OR AS NEAR AS
S
BE SUPPORTED ON ACCEPTABLE CHAIRS ORAND HUNG INTERSECT IONS.
FROM FORMS. HALL
4. NO REINFORCING BARS SHALL BE SPLICED BY WELDING. ALL REINFORCING
SBAR SPLICES PLICE LOGATIONALL SHABE LAPPED 36 BAR LL BE STAGGERED WHERETERS OR 2" POSSIBLE4 MINIMUM, UNO.
5. MINIMUM CONCRETE COVER REQUIREMENTS FOR REINFORCING STEEL, UNO:
3" WHEN CAST AGAINST AND EXPOSED TO EARTH
2' WHEN FORMED AND EXPOSED TO EARTH OR WEATHER
WHEN NOT EXPOSED TO WEATHER OR GROUND
FOOTING SCHEDULE
MARK
CONCRETE
PAD SIZE
2' -0"x2' -0"
2' -6"x2-6"
31-0"x3'-0"
DEPTH
4'-0"x 4'-0"
5'-O"x5'-0"
REINFORCING
(2) #4 EA WAY
(4) #5 EA WAY
PROVIDE
FOUNDATION
INSULATION
0
J
0
BASE ANGLE OR
CHANNEL WITH HILTI
DN 27@36 OC
NI-IERE OCCURS
SLAB PER PLAN
DOWEL REINFORCING
INTO CONT FTG
COMPACTED
SUBGRADE
10"
TYDICAL FOOT
3/4" = I'-0"
ALIGN PIPE
PERPENDICULAR
TO FOOTING
NG
#4 VERTICAL BAR AT
15" OC
#5 CONT TOP $ BOTT
q" MIN
q" MIN
2'-0" MIN
LO
A
BOTTOM OF CONT
FOOTING, NO PIPES
AT SPREAD
FOOTINGS
GONG FILL, NO
REINFORCING
ENCASE PIPES
IN SLEEVES,
CONDUIT MAY
BE CAST
DIRECTLY INTO
CONCRETE
FOOTING
3/4" = IL -0"
111
0
1
itrA
gra
COLUMN AND BASE PLATE
PER METAL BUILDING
MANUFACTURER
A"o HEADED BOLTS W/ 12"
EMBEDMENT, LOCATE PER
METAL BLDG DRAWINGS
#4 HAIRPIN AT BOLTS
LAP WITH SLAB
REINFORCING
i
A
�1.u=1•... -.
PER PLAN
DAD FOOT I
3/4" = I'-0"
\G
FOR INFORMATION NOT
NOTED SEE
501-0"
SAWCUT S_AB
JOINT
SLAB ON
GRADE
SLAB DEPTH
SAWCUT -DINTS TO BE
MADE WIT-IIN 12 HOURS OF
SLAB PLAAEMENT AND
FILLED WIfH SEALANT
PLASTIC "OU ICK JOINT" OR
EQUAL MAY BE USED IN
PLACE OF SAWCUT
SLAB JOI
3/4" = I'-0"
T
17'-0"
16'-0"
17'-0"
O
cA
m
m
L_
4" GONG SLAB N/ 43 @ I8" 00
EA NAY AT MID -DEPTH OVER
SUBGRADE AS APPROVED BY
GEOTECHNICAL ENGINEER
51
J
/
17'-0"
/
6°
16'-0"
161-6"
17'-0" 17'-0"
50' -O"
APPROVE
SUBJECT TO NOTED
EXCEPTIONS & INSPECTION'.
GARFIELD COUNTY
BUILDING DEPARTMENT
D.oerz/a7/o4 Byb
FIELD COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
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FOU N DATION
-revisions:
[date:
10/06/0g
Ino:
rJ o
(-sheet no:
001060
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