HomeMy WebLinkAbout2488-s-1.tif1CRA1" f INCA NOTES:
1. ALL STRUCTURAL 101-YWOOD SHALL CONFORM TO PR -1-03 4 SHALL
BE IDENTIFIED WITH D.F.P.A. GRADE -TRADE MARK.
2. EACH SHEET OF PLYWOOD SHALL CONTAIN A MINIMUM OF S
SQUARE FEET 4 SHALL EXTEND TO 3 BEARINGS MiNIMUM WITH
FACEGRAIN PERPENDICULAR TO JOISTS,
3. ALL UNSUPPORTED PLYWOOD EDGES SHALL BE BLOCKED OR
CLEATED.
4. THE BUILDING DEPARTMENT SHALL_ BE NOTIFIED 1=0R ROOF -
D i APHRAGM NAILING INSPECTION.
5. PROVIDE DOUBLE JOISTS OR DOUBLE BLOCK ,AROUND ALL
OPENINGS IN ROOF, NO OPENING SHALL BE PERMITTED IN ROOF
OTHER THAN THOSE SHOWN WITHOUT THE ENGINEER'S APPROVAL.
Ti ENC 4ING
1. PROTECT PU5L.IC 4 ADJACENT PROPERTiES, ON 4 OFF SITE, iN
ACCORDANCE WITH APPLICABLE LAUDS 4 ORDINANCES.
2. PROTECT EXISTING JOBSITE FEATURES, INCLUDING FLORA,
SCHEDULED OR INDICATED TO REMAIN.
3. CONTROL. GRADING TO PREVENT GROUND SURFACE WATER RUNOFF
INTO EXCAVATIONS
4. EXCAVATIONS SHALL BE KEPT FREE FROM STAND iNG WATER. -ANY
WATER SHALL BE REMOVED TO EXTENT REQUIRED TO CONTINUE
WORK,
5. PROVIDE INTERMITTENT WATERING OF SUCH FREQUENCY AS WILL
SATiSFACTORiLY ALLAY DUST AT ALL TiMES. CHEMICAL
TREATMENT 18 PROH I B 1 TE D.
(o. BRACE EXCAVATIONS iN COMPLIANCE WITH RULES, ORDERS 4
REGULATIONS 01~ DIVISION OF iNDUSTRI,AL. SAFETY OF STATE OF
CALIFORNIA,
1, PROTECT ALL EXISTING ACTIVE UTILITIES AS SHOWN. NOTIFY
,ARCHITECT IF OTHER LINES ARE ENCOUNTERED.
5. EXCAVATE TO LINES 4 GRADES INDICATED. EXCAVATIONS SHALL
ALLOW FOR PLACEMENT 4 REMOVAL OF FORMS. SIDE CUTS SHALL.
BE CRIBBED 4 SHORED A5 NECESSARY. PROTECT OPEN
EXCAVATIONS FROM ENTRY OF WATER 4 DEBRIS. REMOVE LOOSE
I -I ATERIAL PRiOR TO INSPECTION.
MrASONRY (5L.00K)
1. ALL MASONRY WORK SHALL CONFORM TO THE LATEST E D I T i ON OF
THE UNIFORM BUILDING CODE.
2. CONCRETE BLOCK SHALL BE HOLLOW UNITS, 51ZE SPECIFIED ON
PLANS 4 DETAILS, CONFORM TO A.S.T.M. C-90, GRADE 11N-111
MEDIUM WEIGHT UNITS WITH MAX. LINEAR SHRINKAGE OF 0-06516
NO CONTINUOUS INSPECTION REQUIRED.
4 3 1/2 PARTS SAND 4 NOT LESS THAN 1/4 PART NOR MORE
THAN 1/2 PART LIME PUTTY FOR TYPE 1151' MORTAR.
TO NOT MORE THAN THREE PARTS SAND 4 NOT MORE THAN TWO
PARTS PEA GRAVEL WITH "GROUT -AID" ADDED FOR HIGH LIFT
GROUTING ONLY. SPECIAL INSPECTIONS SHALL BE REQUIRED
FOR HIGH LIFT GROUTING.
5. PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL VERTICALLY
GROUTED CELLS iF GROUT POUR EXCEEDS 6'-0" MAX. LIFT
SHALL NOT EXCEED (o'-011.
(o. AL I- REINFORCING SHALL HAVE A MINiMUM COVERAGE OF 1/2"
GROUT,
1. BOLTS SHALL BE GROUTED WITH V OF GROUT BETWEEN BOLT 4
MASONRY.
SPECiFICALLY NOTED OR DETAILED.
SIZE 4 SPACING A5 MASONRY WALL REINFORCING.
GROUT ALL. CELLS UNLESS NOTED OTHERWISE.
11, REINFORCING SHALL. BE SECURELY HELD 4 BRACED IN PLACE TO
PREVENT MOVEMENT WHILE PLACING MASONRY.
12, ALL BUILDING RETAINING 5LOCK WALLS SHALL BE PROVIDED
WITH A MOISTURE BARRIER ON DiRT SiDE,
STizl,lCTl�fi�,4L 1�tOT�s
GrENERAL. STRUCTURAL. STEEL. NOTES
1, STRUCTURAL STEEL SHALL CONFORM TO :A.5.T.M. ,A -3(o
SPECIFICATIONS FOR F,ABRiCATION $ ERECTION.
2, ALL BOLTS SHALL. CONFORM TO A.S.T.M. (,A-301) FOR
UNFINISHED BOLTS, EXCEPT INHERE SPECIFICALLY NOTED ,AS
HIGH STRENGTH BOLTS WHICH SHALL CONFORM TO A.S.T.M. (A-
325) BOLTS SHALL HAVE SPECIAL INSPECTION.
3. ,ALL WELDING SHALL BE DONE 5r A CERTIFIED WELDER 4
CONFORM TO THE A.W.S. SPECIFICATIONS, USE LOUD HYDROGEN
ELECTRODES EIOXX r -OR ALL WELDING.
AFTER F45RIC4TION.
5. ALL STRUCTURAL STEEL SHALL BE FABRiCATED IN THE SHOP OF
THE LICENSED FABRICATOR 4 SHOP DRAWINGS SHALL 5E
SUBMITTED TO THE STRUCTURAL ENGINEER THOUGH THE
ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. ALL FIELD
WELDING, EXCEPT MINOR 4 TACK WELDING, SHALL BE
(o. ALL 5OLT5 FOR STEEL MEMBERS SHALL BE TRUE, BURNING OF
HOLES FOR BOLT5 WILL NOT BE PERMITTED,
FOR ALL STEEL CONNECTIONS.
WHERE THE BEVEL EXCEED 1:20.
g, PROVIDE LEVELING NUTS FOR ALL BOLTS AT BEAM SEATS `1
COLUMN 546F. PLATES.
10. ALL NUTS FOR STRUCTURAL STEEL SHALL BE HEAVY HEXAGONAL
NUTS.
11. STRUCTURAL STEEL MEM5ER5 TO BE FIREPROOFED NEED NOT BE
PAINTED.
12. ALL STEEL TUBES SHALL CONFORM TO A.S.Tlt; A-500, GRADE
118". ALL STEEL PiPE SHALL CONFORM TO ,A.S,T.M. A-53 GRADE
11 � 11
13, ALL BOLT SPACING iN STRUCTURAL STEEL CONNECTIONS TO BE
3" MIN. BETWEEN BOLTS AND 1 1/2" MIN, EDGE DISTANCE.,
UNLESS NOTED OTHERWISE.
14, ALL STUDS WELDED TO STEEL BEAM5 4 COLUMNS SHALL BE
NELSON STUD$ OR OTHER APPROVED MANUFACTURER.
GrENERAL. N,AiL.ING NOTES
1. NAILS SHALL BE DRIVEN PERPENDICULAR WHERE POS615LE
INSTEAD OF TOE NAILS.
2. PRE -DRILL FOR ALL NAiLS 206 OR LARGER
3. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED
OTHERWISE. ,ALL. NAILING SHALL. CONFORM TO THE LATEST
EDITION OF THE U.B.C. TA5LE NO.2`340
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ENGINEERING + SURV'EIMG
701 W. GRAHAM AVE. STE. P
LAKE ELSINORE, CA 92530
(909) 874-9800
9519\SAN--S 1
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