HomeMy WebLinkAboutBLD1990-00608Vll/ ' VVll VI L11II V'I
FLOOR PLAN, 1/4" ■ 1' - 0"
GENERAL NOTES
I. ENGINEERING DE51GN LOAD5
ROOF LIVE LOAD: 25 P5F 15NOWI
WIND LOADING RASED ON: 85 MPH/EXPOSURE "D"
5E15MIC ZONE: 3 PER U.D.L.
SOIL DEAKIN& GAPACITY; 1000 P5F
2. GON5TP.UC.TION SHALL CONFORM TO THE5E PLAN5 AND ALL APPLIGADLE
CODE5 AND LOCAL ORDINANC.E5 INCLUDING THE 1966 EDITION OF
THE UNIFORM BUILDING CODE.
3. ALL CON5TRUCTION NOT 5PEC.IFICALLY SHOWN AND FULLY DETAILED ON
THESE PLANS SHALL BE DESIGNED BY OTHERS.
FREFADRIGATED TRUSS NOTES
I. PREFABRICATED ROOF TRUSSES SHALL DE DESIGNED TO SUPPORT THE
FOLLOWING LOAD5:
DEAD LOAD- 10 P5F TOP CHORD
5 P5F BOTTOM CHORD
LIVE LOAD- .20 P5F-(5NOW)
2. TRU55 MANUFACTURER SHALL 5UBMIT GALCULATION5 AND SHOP
DRAWING5 SHOWING ALL TRU55E5 AND TRU55-TO-TRU55 GONNECTION5
TO THE ENGINEER AND THE LOCAL DUILDING DEPARTMENT PRIOR TO
FADRIGATION.
GONGRETE NOTES
L CONCRETE SHALL DE A COMMERCIALLY AVAILADLE TRANSIT- MIX
PROPERLY PROPORTIONED AND DELIVERED TO THE 51TE IN READY -MIX
TKUGK5. AGGREGATE 51ZE SHALL DE A MAXIMUM OF 1-1/2' IN
FOUNDATION5 AND 3/4" AT ALL OTHER LOCATIONS. 5LUMP SHALL NOT
EXCEED 4". CURING COMPOUND SHALL DE SPRAYED ON ALL EXPOSED
5UKFA(,E5 IMMEDIATELY AFTER FINAL TROWELLING.
2. ALL CEMENT SHALL CONFORM TO A5TM 5TANDARD C - 150. ALL AGGREGATES
SHALL CONFORM TO A5TM STANDARD C-33. ALL REINFORCING DAR5 SHALL
CONFORM TO A5TM 5TANDARD A-615 IGRADE 40).
3. CONCRETE SHALL HAVE A MINIMUM 28-DAY GOMPKE551VE STRENGTH OF
2000 P51. AND SHALL NOT CONTAIN LE55 THAN 5 5ACK5 OF CEMENT PER
CUBIC YARD.
4. 5PLIGE5 IN CONTINUOU5 REINFORCEMENT SHALL LAP A MINIMUM OF 32
DAR DIAMETERS OR A5 NOTED.
5. UNLESS SHOWN OTHERWISE, THE MINIMUM GONCKETE COVER REINFORCING
SHALL DE 2" EXCEPT WHEN GONCRETE 15 TO DE PLACED DIRECTLY AGAINST
EARTH WHERE IT SHALL DE 3"
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6. ALL ANCHOR B0LT5 SHALL CONFORM WITH A5TM A - 307. yN M
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WOOD FRAMING NOTES
ALL FRAMING SHALL DE DOUGLA5 FIR (NORTH) A5 FOLLOW52
A. STUDS. GKIPPLE5 AND M15(-Ei-LANEOU5 VERTICAL FRAMING SHALL BE
STUD GRADE OR BETTER.
B. J015T5 AND RAFTERS SHALL DE NO. 2 OR GETTER.
G. HEADERS AND DEAM5 SHALL BE NO, I OR BETTER.
D. GLULAM5 SHALL DE GOMDINATION 22F-V7
2. ALL PLYWOOD SHALL DE DOUGLA5 FIR OF THE GRADE, INDEX AND THIC.K-
NE55 5PECIFIED. PLYWOOD 5HALL DE MANUFACTURED AND INSTALLED
AC.GORDING TO A.P.A 5PECIFICATION5 AND REQUIREMENTS.
3, HOLE5 FOR BOLT5 SHALL BE THE BOLT DIAMETER PLU5 1/16".
4. ALL BOLT5, THREADED ROD AND LAG 5GREW5 5HALL BE TIGHTENED ON
IN5TALLATION AND KETIGHTENED BEFORE CLO51NG IN OR UPON COM-
PLET ION OF THE JOB,
5. ALL DOLT5, LAG 5GREW5 AND THREADED ROD SHALL DE PROVIDED WITH
WA5HEK5 WHERE THE NUT OR HEAD DEAR5 ON THE WOOD. WA5HER5 SHALL
HAVE A MINIMUM DIMENSION OF AT LEAST TWO TIMES THE DIAMETER OF
THE DOLT.
6. ANCHOR BOLT5 5HALL DE PROVIDED AT A MAXIMUM 5PAGING OF 51X FEET
OR A5 SHOWN ON THE PLAN5. EACH 5ECTION OF MUDPLATE SHALL HAVE
AT LEA5T TWO DOLT5 WITH ONE DOLT NOT MORE THAN 12" FROM EACH
END.
7. THE MINIMUM 51ZE OF ANCHOR DOLT5 SHALL DE 1/2" DIAMETER DY 10"
LONG. THE MINIMUM EMDEDMENT SHALL DE 7" INTO THE CONCRETE AND
NO ANCHOR DOLT 5HALL DE LOCATED GLO5EK THAN 2" FROM THE EDGE C,
THE CONCRETE. ALL DOLT5 5HALL CONFORM WITH A5TM STANDARD A -307
8. ALL NAILS FOR 5TRUCTURAL WORK SHALL DE COMMON WIRE NAIL-5 A5
INDICATED ON THE PLANS OR I( -DO APPROVED MECHANICALLY DRIVEN
FASTENERS OF EQUIVALENT HOLDING STRENGTH. NAIL 51ZE AND
5PAGING SHALL DE A5 REQUIRED DY UDC, TABLE 25 Q AND A5 5PECIFIED
ON THESE PLANS.
9. ALL HORIZONTAL WOOD FRAMING SHALL DEAR ON BEAMS, PLATES OR
LEDGERS WITH A NOMINAL WIDTH OR AT LEAST TWO INC.HE5 OR DE
SUPPORTED DY SHEET METAL GONNECTOR5 A5 MANUFACTURED DY 51MP50N
OR EQUAL.
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