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1.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR:
<br />A.ALL CONTRACT DOCUMENTS.
<br />B.OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS.
<br />C.ALL DIMENSIONS AND CONDITIONS AT THE SITE.
<br />D.ANY CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE.
<br />E.INSURING PROPER ALIGNMENT OF FINAL STRUCTURE.
<br />THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY DISCREPANCY
<br />OR OMISSION BEFORE PROCEEDING WITH THE WORK.
<br />2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL REGULATING AGENCIES EXERCISING AUTHORITY OVER
<br />ANY PORTION OF THE WORK, I.E. STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY AND CAL/OSHA, ETC. AND
<br />SHALL CONFORM TO THE CURRENT C.B.C. OR LOCAL CODES.
<br />3.ALL WORK SHALL CONFORM TO THE BEST PRACTICE PREVAILING IN THE VARIOUS TRADES COMPRISING THE WORK.
<br />4.ANY ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE.
<br />5.THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING FOR ALL STRUCTURAL MEMBERS
<br />OR AS REQUIRED FOR STRUCTURAL STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION.
<br />6.SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
<br />7.CONTRACTOR SHALL GIVE DUE AND LEGAL NOTICE TO ADJACENT PROPERTY OWNERS REGARDING THE PROTECTION
<br />OF THEIR PROPERTY AND STRUCTURES WHICH MAY BE NECESSARY DUE TO EXCAVATION AND CONSTRUCTION
<br />INDICATED ON THESE DRAWINGS IN DUE TIME PRIOR TO START OF EXCAVATION.
<br />1.ALL EXISTING FILL, NEAR SURFACE SOFT SOILS, VEGETATION, DEBRIS AND DISTURBED SOILS IN THE STRUCTURE,
<br />SLAB, OR PAVEMENT AREAS SHALL BE EXCAVATED, THE EXCAVATED AREAS SHALL BE OBSERVED BY THE SOIL ENGINEER,
<br />2. AREAS TO RECEIVE COMPACTED SILL SHALL BE SCARIFIED TO A DEPTH OF AT LEAST 6 INCHES AND MOISTENED, AS
<br />REQUIRED TO OBTAIN OPTIMUM MOISTURE. THE SCARIFIED AREAS SHALL BE COMPACTED TO 90% OF THE MAXIMUM
<br />LABORATORY DENSITY AS DETERMINED BYE THE ASTM D 1557-70 COMPACTION METHOD.
<br />3. THE LOOSE POCKETS OF THE SOIL BELOW THE PROPOSED BOTTOMS OF THE EXCAVATION PLANES SHALL BE
<br />EXCAVATED AND RE COMPACTED. THE EXCAVATED AREA SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER
<br />PRIOR TO PLACING CONTROLLED, COMPACTED FILL.
<br />4. FILL, CONSISTING OF THE SOIL APPROVED BY THE SOILS ENGINEER, SHALL BE PLACED IN CONTROLLED LAYERS WITH
<br />APPROVED COMPACTION EQUIPMENT. EACH LAYER SHALL MATERIAL USED THE FIELD DENSITY SHALL BE DETERMINED
<br />BY THE ASTM 1556-64 METHOD OR EQUIVALENT.
<br />5. THE EXCAVATED, ON SITE CLEAN FILL MATERIAL IS CONSIDERED SATISFACTORY FOR REUSE IN THE CONTROLLED
<br />FILL. ALL IMPORTED FILL SHALL BE NONEXPANSIVE AND LARGER THAN 6 INCHES IN DIAMETER SHALL NOT BE USED.
<br />UNLESS THEY AREA SUFFICIENTLY BROKEN DOWN.
<br />6. OBSERVATION AND FIELD TESTS SHALL BE CARRIED ON DURING GRADING BY THE SOIL ENGINEER TO ASSIST THE
<br />CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION AND THE PROPER MOISTURE CONTENT. WHERE
<br />COMPACTION OF LESS THAN 90% IS INDICATED, ADDITIONAL COMPACTIVE EFFORT SHALL BE MADE WITH ADJUSTMENT
<br />AND/OR TESTED BYE THE ENGINEERING GEOLOGIST AND/OR REPRESENTATIVE OF:
<br />A.PLACEMENT AND COMPACTION OF ANY STRUCTURAL COMPACTED FILL.
<br />B.RETAINING WALL BACKDRAIN AND BACKFILL, AND UTILITY TRENCH BACKFILL.
<br />C.BOTTOM OF THE EXCAVATION AFTER REMOVAL OF UNSUITABLE MATERIALS.
<br />D.FOUNDATION EXCAVATION PRIOR TO FORMING AND POURING.
<br />E.TEMPORARY EXCAVATION; AND
<br />F.OTHER GEOTECHNICALLY RELATED SITE OPERATIONS.
<br />GENERAL SPEC. FOR SITE GRADING & EXCAVATION
<br />1.CONCRETE USED IN THE JOB SITE HAVE THE FOLLOWING COMPRESSIVE STRENGHT AT AGE 28 DAYS:
<br />LOCATION IN METHOD OF ULTIMATE
<br />STRUCTURE PROPORTIONING STRENGTH
<br />A. SLAB ON GRADE STANDARD 2500PSI
<br />B. WALL FOOTINGS STANDARD 2500PSI
<br />C. POST OR COLUMN FOOTINGS STANDARD 2500PSI
<br />NOTE: NO INSPECTION REQUIRED ON ALL OF THE ABOVE.
<br />2. ALL CONCRETE SHALL BE STONE CONCRETE UTILIZING AGGREGATE CONFORMING TO ASTM C33. CEMENT SHALL BE
<br />TYPE 1 OR 11 CONFORMING TO ASTM C 150.
<br />3. CONCRETE COVER REINFORCING STEEL SHALL BE AS FOLLOWS, U.N.O.:
<br />A. CONCRETE AGAINST EARTH (UNFORMED) ........3"
<br />B. CONCRETE AGAINST EARTH (UNFORMED) .........2"
<br />4. BEFORE CONCRETE IS PLACED TH ECONTRACTOR SHALL COORDINATE AND CHECK WITH ALL TRADES TO ENSURE
<br />THE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, INSERTS, CURBS, DEPRESSIONS, ETC., RELATING TO THE WORK,
<br />AS SHOWN IN THE DRAWINGS. ANY CHANGE OR DISCREPANCY SHALL BE APPROVED BY THE STRUCTURAL ENGINEER
<br />AND THE LOCAL BUILDING AGENCY PRIOR TO PLACING OF CONCRETE.
<br />5. ALL CONCRETE WITH A COMPRESSIVE STRENGTH IN EXCESS OF 2500 PSI AT 28 DAYS SHALL BE PLACED UNDER THE
<br />SUPERVISION OF A DEPUTY-INSPECTOR LICENSED BYE THE LOCAL BUILDING OFFICIAL.
<br />6. PLACEMENT DRAWINGS FOR REINFORCING STEEL SHALL BE PROVIDED AT THE JOB SITE A MINIMUM OF ONE WORKING
<br />DAY PRIOR TO PLACING OF REINFORCING STEEL.
<br />7. CONCRETE QUALITY, INSPECTION AND TESTS SHALL CONFORM TO THE LOCAL BUILDING CODE REQUIREMENTS FOR
<br />CONCRETE DESIGNED BYE ULTIMATE STRENGTH METHOD.
<br />8. ALL CONCRETE MIXES SHALL CONFORM TO THE PROPORTIONS ESTABLISHED BYE CODE FOR THE VARIOUS CONCRETE
<br />STRENGTHS REQUIRED FOR THE WORK. CONTRACTOR SHALL ENGAGE A CERTIFIED INDEPENDENT TESTING
<br />LABORATORY TO PREPARE MIX DESIGNS FOR THE WORK. COPIES OF SUCH MIX DESIGN, AS WELL AS 7 DAY AND 28 DAY
<br />CYLINDERS TEST RESULTS SHALL BE SENT TO THE STRUCTURAL ENGINEER AND THE METHOD II US REQUIRED OPTIONAL
<br />FOR OTHERS.
<br />1.FOUNDATION ENGINEER SHALL INSPECT FOOTING EXCAVATIONS TO VERIFY DEPTHS
<br />PRIOR TO PLACEMENT OF FORMS AND/OR REINFORCING STEEL.
<br />2. ALL BACKFILL SHALL BE RECOMPACTED UNDER THE SUPERVISION OF THE FOUNDATION ENGINEER TO 90% OF
<br />MAXIMUM DENSITY.
<br />3. FOR SOUL INFORMATION, WHICH IS PART OF THE CONTRACT DOCUMENTS, REFER TO SOIL REPORT, IF APPLICABLE, AS
<br />REQUIRED FOR RECOMMENDATIONS.
<br />4. ALLOWABLE BEARING PRESSURE = 1000 PSF
<br />FOUNDATIONS
<br />1.CONCRETE BLOCK UNITS SHALL BE MEDIUM WEIGHT GRADE "N" UNITS ("OPEN END" BLOCKS) CONFORMING TO ASTM
<br />C90. REFER TO ARCHITECTURAL DRAWINGS AND/OR SPECIFICATIONS FOR BLOCK SIZE, FACE, COLOR, JOINTING, ETC.
<br />(f'm=1500psi)
<br />2. BLOCK UNITS SHALL BE SUFFICIENTLY MOIST AT TIME OF LIVING TO PREVENT DEHYDRATION OF MORTAR AND GROUT
<br />AND SHALL BE FREE OF ALL SUBSTANCES WHICH MIGHT IMPAIR THE BOND OF THE UNITS TO MORTAR AND GROUT.
<br />3. MORTAR SHALL BE MACHINE MIXED TYPE "S" MIX CONSISTING OF, BY VOLUME 1 PART CEMENT, 1
<br />4 PART TO 1
<br />2 LIME
<br />PUTTY, AND DAMP LOOSE AGGREGATE NOT LESS THAN 2-1/4 NOR MORE THAN 3 TIMES THE SUM OF THE VOLUMES OF
<br />CEMENT AND LIME PUTTY USED.
<br />4. GROUT SHALL BE MACHINE MIXED BY VOLUME AND CONSIST OF 1 PART CEMENT, 2 TO 3 PARTS SAND WITH 1
<br />10 PART
<br />LIME PUTTY. GROUT SPACE MORE THAN 4 INCHES IN WIDTH MAY HAVE IN ADDITION TO THE SAME NOT MORE THAN 2
<br />PARTS PEA GRAVEL.
<br />5. CEMENT FOR MORTAR AND GROUT SHALL BE LOW ALKALI TYPE CONFORMING TO ASTM C150.
<br />6. MORTAR AND GROUT SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT AGE 28 DAYS OF:
<br /> MORTAR 1800 PSI
<br /> GROUT 2000 PSI
<br />7. CONTINUOUS INSPECTIONS IS NOT REQUIRED FOR ALL CONCRETE BLOCK WALLS UNLESS NOTED ON DRAWINGS.
<br />8. GROUT SOLID ALL CORES WITH REINFORCING TYPICAL. SOLID GROUT CALLED OUT ON PLANS IF REQUIRED.
<br />CONCRETE MASONRY UNITS
<br />1.ALL LUMBER SHALL BE STRESS GRADE DOUGLAS FIR (COAST REGION) UNLESS OTHERWISE NOTED.
<br />A. 2x4 & 3x4 STUDS............................................................................................................................ STUD GRADE
<br />B. ROOF JOIST & 2x6 STUDS .....................................D.F. NO. 2 J&P...............................................900 PSI
<br />C. ROOF JOIST & 2x6 STUDS .....................................D.F. NO.2 J&P .............................................1000 PSI
<br />D. ALL BEAMS ..............................................................D.F. NO.1 J&P .............................................1000 PSI
<br />E. BEAMS GRATER THAN 5" THICK .........SELECT STRUCT, B & S ...............................................1450 PSI
<br />F. POSTS ......................................................................D.F. NO.1 P&T ................................................925 PSI
<br />2. ALL WOOD IN DIRECT CONTACT WITH THE GROUND, MASONRY OR CONCRETE SHALL BE TREATED WITH A
<br />PRESERVATIVE, OR SHALL BE DECAY RESISTENT WOOD AS PRESCRIBED IN DIVISION 31 (WOOD PRESERVATIVE).
<br />3. ALL WALLS SHALL BE BOLTED TO FOUNDATION (CONCRETE OR CONCRETE BLOCK) WITH 5
<br />8" Ø ANCHOR BOLTS WITHIN
<br />12" OF THE ENDS OF EACH WALL PANEL AND NOT MORE THAN 6'-0" O.C. WITH 3" x 3" x 1
<br />4" PLATE WASHERS OR 7
<br />32" Ø
<br />SHOT PINS AT 3'-0" O.C., EXCEPT AS CALLED OUT FOR SHEAR WALLS.
<br />4. A DOUBLE PLATE MADE OF TWO MEMBERS OF THE SAME WIDTH AS THE STUDS SHALL BE PLACED AT THE TOP OF
<br />EVERY BEARING PARTITION OR EXTERIOR WALL. SUCH DOUBLE PLATES SHALL BE LAPPED AT CORNER, AND JOINTS, IN
<br />UPPER AND LOWER MEMBERS, SHALL BE AT LEAST FOUR FEET APART, EXCEPT AT CORNERS.
<br />5. EXTERIOR WALLS AND BEARING PARTITIONS SHALL BE FRAMED OF 2x4 STUDS @ 16" O.C. WHEN SUPPORTING LOADS
<br />FORM ROOF AND A MAXIMUM OF ONE FLOOR ABOVE AND SHALL BE FRAMED OF 3X4 OR 2x6 STUDS @ 16" O.C. WHEN
<br />SUPPORTING LOADS FROM ROOF AND TWO OR MORE FLOORS ABOVE UNLESS OTHERWISE NOTED ON DRAWING. AT
<br />STAGGERED STUD WALLS USE 2x4 @16" EA. SIDE TYPICAL @ ALL FLOORS UNLESS NOTED OTHERWISE (SEE PLANS).
<br />6. EVERY WOOD STUD BEARING WALL OR BEARING PARTITION SHALL BE BRACED AT EACH END OR AS NEAR AS
<br />POSSIBLE, AN AT LEAST EVERY 25 FEET OF ITS LENGTH. THE TYPE OF BRACING SHALL MEET THE CODE REQUIREMENTS
<br />FOR THIS PURPOSE.
<br />7. FLOOR JOIST SHALL BE DOUBLED UNDER PARTITIONS RUNNING PARALLEL TO THE JOIST. USE DOUBLE STUDS OR
<br />4X4 POSTS UNDER DOUBLE JOISTS OR 4x BEAMS, UNLESS OTHERWISE CALLED FOR ON FRAMING PLANS.
<br />8. ALL NAILING SHALL BE DONE IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS (TABLE 2304.10.1) LOCAL BUILDING
<br />CODE, EXCEPT AS OTHERWISE SHOWN, AND SHALL BE DONE WITH COMMON WIRE NAILS UNLESS OTHER TYPE OF NAIL IS
<br />ALLOWED BY THE 2022 CBC (SEE ALSO PLYWOOD NOTES.)
<br />9. BOLTS SHALL BE UNFINISHED BOLTS CONFORMING TO ASTM A-307.
<br />10. PLYWOOD SHALL BE INTERIOR TYPE WITH EXTERIOR GLUE CONFORMING TO "PSI-1-09/PS 2-10" OF GRADE CALLED FOR BELOW.
<br />LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, USE COMMON NAILS ONLY UNLESS OTHERWISE APPROVED BY
<br />THE STRUCTURAL ENGINEER AND LOCAL BUILDING OFFICIAL.
<br />A. ROOF SHEATHING SHALL BE: 1
<br />2" PLYWOOD, STRUCT. I NAILED WITH 8d NAILS @ 6" O.C. AT ALL DIAPHRAGM AND
<br />WALL BOUNDARIES. CONTINUOUS PANEL EDGES ARE NOT BLOCKED, 8d NAILS 6" O.C. AT PLYWOOD PANEL EDGES AND 8d
<br />NAILS @ 12" O.C. TO INTERMEDIATE SUPPORTS. INDEX #24/0.
<br />B. FLOOR SHEATHING SHALL BE 5/8" PLYWOOD, (T&G), NAILED WITH 10d NAILS AT 6" O.C. AT ALL DIAPHRAGM AND WALL
<br />BOUNDARIES. CONTINUOUS PANEL EDGES ARE NOT BLOCKED, 10d NAILS @ 6" O.C. AT PLYWOOD PANEL EDGES AND 10d
<br />NAILS @10" O.C. TO INTERMEDIATE SUPPORTS. INDEX #32/16.
<br />C. PLYWOOD SHEATHING SHALL BE INSPECTED AND APPROVED BY BUILDING INSPECTOR PRIOR TO COVERING WITH
<br />FLOOR OR ROOF MATERIAL.
<br />D. SOLID BLOCKING AT EDGES REQUIRED FOR PLYWOOD ONLY WHERE CALLED FOR N DRAWING.
<br />WOOD FRAMING
<br />1.STRUCTURAL STEEL ROLLED SECTIONS AND PLATE USED IN THE WORK SHALL CONFORM TO ASTM A36.
<br />2.PIPE COLUMNS SHALL BE WELDED SEAMLESS PIPE CONFORMING TO ASTM 153 FOR GRADE "B" PIPE.
<br />3.SQUARE OR RECTANGULAR TUBES SHALL BE WELDED SEAMLESS SECTIONS MADE OF STEEL CONFORMING TO ASTM
<br />A500 GR "B".
<br />4. ALL FABRICATION SHALL BE DONE IN THE SHOP OF A FABRICATOR LICENSED BYE IR ACCEPTABLE TO THE CITY OF
<br />OR UNDER THE CONTINUOUS INSPECTION OF A REGISTERED DEPUTY INSPECTOR LICENSED BY THE SAME BODY.
<br />5. ALL STRUCTURAL STEEL EXCEPT THAT PORTION TO BE EMBEDDED IN CONCRETE SHALL RECEIVE ONE SHOP COAT OF
<br />PAINT AS DESCRIBED IN THE SPECIFICATIONS.
<br />6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO
<br />FABRICATION. ANY FABRICATION DONE PRIOR TO RECEIPT OF APPROVED SHOP DRAWINGS SHALL BE DONE AT THE CONTRACTOR'S
<br />OWN RISK.
<br />7. BOLTED CONNECTIONS USED IN THE WORK SHALL CONSIST OF UNFINISHED BOLTS CONFORMING TO ASTM A307.
<br />8. CONTRACTOR SHALL PROVIDE BRACING AS REQUIRED TO MAINTAIN THE ALIGNMENT OF THE BUILDING FRAME UNTIL
<br />ALL WELDING IS COMPLETED AND/OR SLABS AND WALLS AREA POURED.
<br />STRUCTURAL STEEL
<br />1.ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING CURRENT CERTIFICATES FROM THE CITY OF
<br />ALL WELDING SHALL BE PERFORMED USING THE ELECTRICAL ARC PROCESS IN ACCORDANCE WITH APPLICABLE PORTIONS OF THE
<br />"CODE
<br />FOR ARC AND AS WELDING IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY".
<br />2. CONTINUOUS INSPECTION IS REQUIRED FOR FIELD WELDING OF STRUCTURAL STEEL.
<br />3. CONTINUOUS INSPECTION IS REQUIRED FOR WELDING OF REINFORCING STEEL.
<br />4. ELECTRODES SHALL BE E70XX.
<br />WELDING
<br />1. GLUED LAMINATED BEAMS SHALL BE FABRICATED IN THE SHOP OF A FABRICATOR LICENCED BY THE LOCAL BUILDING
<br />OFFICIAL. EACH BEAM SHALL HAVE AN IDENTIFYING NUMBER AND SHALL BE ACCOMPANIED BYE A CERTIFICATE OF
<br />INSPECTION ISSUED BYE AN APPROVED INSPECTION OR TESTING AGENCY.
<br />2. REFER TO ARCHITECTURAL DRAWINGS FOR APPEARANCE GRADE. FINISH, ETC.
<br />3. ALL GLUED LAMINATED BEAMS SHALL BE FABRICATED OF STRESS GRACED DOUGLAS FIR LUMBER UTILIZING
<br />COMBINATION "24F-V8 DF/DF." (2400 PSI).
<br />4. GLUE SHALL BE EXTERIOR TYPE CONFORMING TO FEDERAL SPECIFICATION MIL A 397B OR MIL A-5534A.
<br />5. REFER TO DRAWING FOR CAMBERS.
<br />6. CONTRACTORS SHALL SUBMIT SHOP DRAWINGS OF GLUED LAMINATED BEAMS FOR APPROVAL PRIOR TO
<br />FABRICATION.
<br />7. THE MAX. MOISTURE CONTENT OF THE WOOD AT THE TIME OF GLUING SHALL NOT EXCEED 14% NOR LESS THAN 7%.
<br />8. BEAM SHALL BE "INDUSTRIAL" APPEARANCE GRADE.
<br />9. MATERIALS MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH COMMERCIAL STANDARD,
<br />CS-253" STRUCTURAL GLUED LAMINATED TIMBER".
<br />GLUED LAMINATED BEAMS
<br />1. LARR#25202 (ICC-ESR-1387)
<br />2. LATERAL SUPPORT IS REQUIRED AT ALL BEARING, POINT AND ALONG
<br />COMPRESSION EDGE AT INTERVALS OF 24" O.C. OR CLOSER.
<br />3. E = 2.0 x 10 psi (u.o.n) Fb=2,900 psi Fc=650 psi FcH=2,900 psi
<br />4. PSL ARE MADE WITHOUT CAMBER, IN ADDITION TO COMPLYING WITH
<br />THE DEFLECTION LIMITS OF THE APPLICABLE BLDG. CODE. (2022 CBC)
<br />PARALLAM (PSL) - - / TRUSS JOIST MAC MILLAM
<br />1. A. ALL REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A615, GRADE 40, UNLESS
<br />NOTED OTHERWISE ON DRAWINGS.
<br />2. ALL BARS SHALL BE FREE OF RUST. GREASE, MILL SCALE OR ANY MATERIAL WHICH MIGHT AFFECT ITS BOND TO
<br />CONCRETE.
<br />3. ALL BAR BLENDS SHALL BE MADE COLD.
<br />4. BAR LAPS SHALL BE MADE AWAY FROM POINTS OF MAXIMUM STRESS OR AT LOCATIONS SHOWN ON THE DRAWINGS
<br />AND AS INDICATED BELOW. THE MINIMUM AMOUNT OF ANY LAP SHALL BE 2 FEET FOR CONCRETE AND 40 DIAMETERS FOR
<br />CONCRETE BLOCK MASONRY UNLESS NOTED OTHERWISE.
<br />5. ALL TESTING OF REINFORCING STEEL SHALL BE AS REQUIRED BY LOCAL BUILDING CODE OR AS OTHERWISE NOTED IN
<br />THE SPECIFICATIONS.
<br />6. PRIOR WELDING PROCEDURE APPROVAL IS REQUIRED FOR WELDING OF GRADE 60 REINFORCING STEEL.
<br />REINFORCING STEEL
<br />STRUCTURAL NOTES
<br />GENERAL:
<br />CONCRETE
<br />SHEET:
<br />JOB No:
<br />DATE:
<br />DRAWN BY:
<br />PLAN:
<br />PHONE:
<br />JOB SITE:
<br />PROJECT NAME:
<br />REVISION:BY:
<br />GALIDO
<br />RESIDENCE
<br />23-074
<br />08-12-2024
<br />R.B.
<br />310-658-2071
<br />2805 N OLIVE LN,
<br />SANTA ANA CA 92706
<br />APPROVED BY :O.V.
<br />d e s i g n e r
<br />O s c a r V e g a
<br />S-1
<br />STRUCTURAL
<br />NOTES
<br />STRUCTURAL PLANS BY:
<br />NEWPORT
<br />E & C INC.
<br />ANDREW KASHE
<br />17011 INDEPENDENCE WAY
<br />YORBA LINDA, CA 92886
<br />CELL: 909-610-5409
<br />C I V I L
<br />SIGNED: 05 / 28 / 24
<br />EXP. 12-31-24
<br />ANDREW KASHE
<br />R
<br />E
<br />G
<br />I
<br />STERED PRO F E S S IONAL ENG
<br />I
<br />N
<br />E
<br />E
<br />R
<br />STATE OF C A L IFORNIA
<br />C94117
<br />2805 N Olive Ln
<br />11/18/2024
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