HomeMy WebLinkAbout28 CRUISERS BLUFF PATIO COVER11111111111111111111111111111111111111 lill III lill
*NEW FILE*
28_CRU ISERS_BLU FF_PATI O_
COVER
a
NOTE:
Property markers must be visible at the time of inspection or a
survey will be required
a
Simpson Strong -Tie
HW SUL / P.
THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE
PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED
WITHOUT THE CONSENT OF B.C.ADAMS
BERNARD
CIVIL
11022 ACACIA PARKWAY SUITE E
Post
HPA 35 on
i
nc Slab F
GENERAL NOTES
I. ALL CONSTRUCTION SHALLCOMPLY WITH UBC 1997,CBC 2001
2. CONTACTOR SHALL VERIFY ALL FIELD CODITIONS AND DIMENSIONS
AT THE 305 SITE
3. LIVE LOAD DESIGN FOR 4:12 PITCH IS 16 PSF
4. ALL METAL CONNECTORS SHALL BE SIMPSON STRONG TIE.
S. ALL LUMBERS DOUGLAS FIR LARCH #2 OR #1 U.N.O.
6. CONCRETE FOOTING SHALL HAVE A MIN. COMPRESSIVE STRENGTH.
OF 2500 PSI AT 28 DAYS.
7. ALL WOOD BEARING SHALL BE PRESSURE TREATED IF GEARED
ON CONCRETE BAD OR NEAREST TO EARTH.
8 . Solid Patio Cover Type IV for one hour fire resistance Per Sec 605 UBC
D ET. A
II JOB�TTTLE
EXP.1231-2006
CIVIL
OF CAUF� ONE HOUR FIRE RESISTANCE
20' GAZEBO w/ TILE ROOF
(714) 636-0294 FAX (714) 534-2494 I DATE: 06-27-06
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COMP. NAT. GR.
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2' I 14 a' I °� °I �.4•V1 .4�• I
5'-811 `
SIDE ELEV.
THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE
PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED
WITHOUT THE CONSENT OF B.C.ADAMS
•# 4 Cont. @ Ndddle
SEC A -A
NOTES
t .CONCRETE �
A. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AT 28 DAYS
2. REINFORCING STEEL
A SHALL BE DEFORMED BARS CONFORMING TO ASTM
DESIGNATION A-615 GRADE 40.
3 . C.M.U.
A. MASONRY UNITS SHALL BEGRADE R CONFORMING TO THE
AST.M DESIGNATION C-90 GRADE N OR S. MIN 1500 PSF
3 . GROUT
SHALL BE COMPOSED BY VOLUME,OFONE PART PORTLAND CEMENTI
ANDTHREE PARTSSAND TO WHIICH MAYBE ADDED NOT MORE THAN 1-10
FOR POURING WITHOUTSELREGATIONOFCONSTITUENTSOFTHEC�OUT
IN GROUT SPACES LARGER THAN d IN BOTH HORIZONTAL DIMENSIONS
THE GROUT MAY CONTAIN AN ADDITIONALOF PEA GRAVEL EQUAL70 NOT
MORE THAN TWO PARTS BY VOLUMEOFCEMENT USED -
MIN. GROUT STRENGTH 2O00 PSI 28 DAYS
2
I
BERNARD C. ADAMS-
CIVIL ENGINIEER
ACACIA PKWY SUITE E, GARDEN GROVE, CA 92840 PH (714)'MB-0294
-9 5
#4(WS"O.0
14'
9' 1 lY L
FRONT ELEV.
JOB TITLE FREE STANDING FIRE PLACE
JOB ADDRESS
i)534 24% QFSI: 11f1b/o4 DATE: 11-22-02 JOB # 11,43
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