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1. ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED.
<br />2. DOUGLAS FIR (DF) SHALL BE GRADED BY THE WESTERN WOOD PRODUCTS
<br />ASSOCIATION GRADING RULES, AND ASTM D245.
<br />3. REDWOOD SHALL BE GRADED BY THE CALIFORNIA REDWOOD ASSOCIATION,
<br />REDWOOD INSPECTION SERVICE.
<br />4. SILL PLATES SHALL BE PRESSURE-TREATED (PT) DOUGLAS FIR #1. REDWOOD
<br />IS PERMITTED WITH SEOR APPROVAL.
<br />5. TOP PLATES, SILL PLATES, STUDS SHALL BE....................................DF #1
<br />JOISTS, RAFTERS, PURLINS, BEAMS & POSTS SHALL BE ................DF #1 (U.N.O.)
<br />LOAD BEARING STUDS SHALL BE.........................................................DF #1
<br />6. MOISTURE CONTENT OF SAWN LUMBER SHALL NOT EXCEED 18% WHEN
<br />FRAMING STARTS OR SHEATHING IS APPLIED. ANY NONCOMPLIANT WORK
<br />SHALL BE REJECTED AND REFRAMED WITH ACCEPTABLE LUMBER.
<br />7. TIMBERS 4" NOMINAL IN THE LEAST DIMENSION SHALL NOT CONTAIN BOXED
<br />HEART.
<br />8. SILL PLATES SHALL BE PRESSURE-TREATED AND SHALL BE BOLTED TO
<br />CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS AT 48" O.C. MAX, U.N.O. WITH A
<br />BOLT BETWEEN 4" TO 12" FROM THE END OF EACH PIECE OF SILL (2 BOLTS MIN
<br />EACH PIECE). PIECE OF SILL SHALL BE CONSIDERED ENDED WHERE PLATE IS
<br />CUT OUT OVER ONE-THIRD OF CROSS-SECTION.
<br />9. ANCHOR BOLTS FOR STRUCTURAL WALLS SHALL HAVE 12" EMBEDMENT
<br />(U.N.O.)
<br />MEASURED FROM TOP OF SLAB.
<br />10. STUD BEARING WALLS AND PARTITIONS SHALL HAVE DOUBLE TOP PLATES
<br />LAPPED AT WALL AND PARTITION INTERSECTIONS. JOINTS IN UPPER AND
<br />LOWER MEMBERS OF DOUBLE TOP PLATES SHALL BE STAGGERED AT LEAST
<br />4' - 0".
<br />11. HOLES IN WOOD AND STEEL MEMBERS FOR BOLTS SHALL BE THE NOMINAL
<br />BOLT DIAMETER PLUS 1/16".
<br />12. ALL BOLTS IN WOOD SHALL BE ASTM A307 STANDARD BOLTS, U.N.O. BOLTS
<br />AND SCREWS SHALL BE TIGHTENED AT TIME OF ERECTION AND RETIGHTENED
<br />BEFORE CLOSING IN OR AT THE COMPLETION OF THE JOB.
<br />13. HOLES IN WOOD FOR LAG SCREW SHANK SHALL BE BORED TO THE SAME
<br />DIAMETER AND DEPTH AS THE SHANK, AND FOR THE THREADED PORTION
<br />BORED WITH A BIT NOT LARGER THAN 40% TO 70% OF THE SHANK DIAMETER.
<br />14. LAG SCREWS AND SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE.
<br />BOLT HOLES SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM 1/16" LARGER THAN
<br />THE BOLT DIAMETER. HOLES SHALL BE ACCURATELY ALIGNED IN MAIN
<br />MEMBERS AND SIDE PLATES. BOLTS SHALL NOT BE FORCIBLY DRIVEN.
<br />15. METAL FRAMING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON
<br />STRONG TIE COMPANY (CURRENT CATALOG), OR "USP" WITH EQUIVALENT ICC
<br />PUBLISHED VALUES AND SHALL BE INSTALLED PER SPECIFICATIONS, NO
<br />EXCEPTIONS.
<br />16. INSTALL WINDOWS AND DOORS IN STUD WALLS AFTER DEAD LOADS ARE
<br />APPLIED, AND PROVIDE A 1/2" SHIM SPACE AT THE HEAD CONDITION.
<br />17. STEEL WASHERS SHALL BE PROVIDED UNDER HEADS AND NUTS OF ALL BOLTS
<br />AND LAG SCREWS WHICH BEAR ON WOOD. STANDARD CUT WASHERS MAY BE
<br />USED IN ALL CASES EXCEPT SILL PLATES AND WOOD LEDGERS AGAINST
<br />CONCRETE OR MASONRY. NOTE, WASHERS UNDER CARRIAGE BOLT HEADS
<br />SHALL BE LARGE ENOUGH TO ALLOW FOR SQUARE SHOULDERS.
<br />18. ONLY LOAD BEARING AND/OR SHEAR WALLS ARE SHOWN
<br />SEE ARCHITECTURAL DRAWINGS FOR ALL OTHER PARTITIONS.
<br />19. ELEVATIONS SHOWN ON PLANS ARE FROM FINISHED FIRST FLOOR, DATUM
<br />ELEVATION = 0' - 0".
<br />20. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS ARE 2x6 STUDS
<br />@ 16" O.C. TYPICAL, U.N.O.
<br />21. ALL EXTERIOR STUD WALLS SHALL BE COMPLETELY SHEATHED WITH 15/32"
<br />APA RATED SHEATHING, EXPOSURE-1 (32/16).
<br />22. INTERIOR STRUCTURAL SHEATHED WALLS ARE SHOWN ON PLANS AND SHALL
<br />HAVE 15/32" APA RATED SHEATHING EXPOSURE-1, (32/16),TYPICAL U.N.O.
<br />23. ALL STRUCTURAL WALL SHEATHING IS SPLICED ON 2" NOMINAL BLOCKING AT
<br />HORIZONTAL JOINTS, U.N.O.
<br />24. STRUCTURAL FLOOR AND ROOF SHEATHING SHALL BE AS ON PLAN AND SHALL
<br />BE APA RATED SHEATHING (32/16).
<br />NOTE: 1/8" GAP SHALL BE PROVIDED BETWEEN ADJACENT PANELS. PANELS
<br />WITH GRADE STAMP INDICATION "SIZED FOR SPACING" MAY BE USED TO
<br />FACILITATE THIS REQUIREMENT. SEE PLANS FOR REQUIRED BOUNDARY AND
<br />EDGE NAILING NOT LISTED BELOW. FLOOR SHEATHING SHALL BE GLUED AND
<br />NAILED PER PLAN.
<br />( * - SHEATHING @ EXTERIOR DECKS SHALL BE EXTERIOR RATED PLYWOOD.)
<br />BN = BOUNDARY NAILING
<br />EN = EDGE NAILING
<br />FN = FIELD NAILING
<br />25. SEE PLANS FOR LOCATION OF NOMINAL 2X FLAT BLOCKING AT ROOF
<br />SHEATHING PANEL JOINTS. SEE THIS SHEET FOR PLY CLIP REQUIREMENTS AT
<br />UNBLOCKED ROOF PANEL JOINTS. T&G SHEATHING IS NOT REQUIRED WHERE
<br />JOINTS ARE BLOCKED.
<br />26. (S) INDICATES METAL FRAMING CONNECTORS MANUFACTURED BY SIMPSON
<br />STRONG TIE COMPANY (CURRENT CATALOG) OR "USP" WITH EQUIVALENT ICC
<br />PUBLISHED VALUES AND SHALL BE INSTALLED PER SPECIFICATIONS, NO
<br />EXCEPTIONS.
<br />27. FASTENERS, INCLUDING NAILS, NUTS AND WASHERS, IN CONTACT WITH
<br />PRESERVATIVE - TREATED WOOD SHALL BE OF HOT-DIPPED ZINC COATED
<br />GALVANIZED STEEL OR STAINLESS STEEL.
<br />ROUGH CARPENTRY/ WOOD NOTES:POST INSTALLED ANCHORS NOTES:
<br />1. POST-INSTALLED ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL
<br />PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII).
<br />2. THE TYPE, DIAMETER, AND EMBEDMENT SHALL BE AS NOTED ON THE
<br />DRAWINGS (OR EQUAL). ALL POST-INSTALLED ANCHORS SHALL HAVE A
<br />CURRENT CODE REPORT (ICC ESR, IAPMO ER, LARR, ETC.)
<br />3. INSTALLATION OF ALL ANCHORS SHALL BE IN ACCORDANCE WITH THE
<br />APPLICABLE CODE REPORT AND THE MPII.
<br />4. HOLE FOR ANCHORS SHALL SIZED ACCORDING TO THE ANCHOR TYPE AND
<br />DIAMETER PER THE MPII/CODE REPORT. HOLE SHALL BE DRILLED USING A
<br />ROTARY HAMMER OR OTHER ACCEPTABLE METHOD DESCRIBED IN THE
<br />MPII/CODE REPORT.
<br />5. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER DRIVEN PINS IN
<br />EXISTING NON-PRESTRESSED REINFORCED CONCRETE, LOCATE EXISTING
<br />REINFORCEMENT BY NON-DESTRUCTIVE MEANS AND DO NOT CUT OR
<br />DAMAGING THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO
<br />EXISTING PRESTRESSED CONCRETE (PRE- OR POST- TENSIONED) LOCATE THE
<br />PRESTRESSED TENDONS BY USING A NON-DESTRUCTIVE METHOD PRIOR TO
<br />INSTALLATION. EXERCISE EXTREME CARE AND CAUTION TO AVOID CUTTING
<br />OR DAMAGING THE TENDONS DURING INSTALLATION. MAINTAIN A MINIMUM
<br />CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-
<br />IN ANCHOR AND/OR PIN.
<br />6. ALL MISSDRILLED/DEFFECTIVE HOLES SHALL BE ABANDONED AND SOLID
<br />GROUTED.
<br />7. PROVIDE SPECIAL INSPECTIONS AS LISTED IN THE CODE REPORT AND AS
<br />REQUIRED BY CBC CHAPTER 17 AND ACI 318 SECTION 17.8.2.
<br />1. FOR ALL ITEMS ON THE CONSTRUCTION DOCUMENTS NOT NOTED WITH A
<br />SPECIFIC PRODUCT TYPE OR MANUFACTURER, THE CONTRACTOR SHALL
<br />PROVIDE THE PRODUCT SPECIFIED IN THE TABLE BELOW.
<br />2. THE FOLLOWING PRODUCTS SHALL BE INSTALLED PER THE REQUIREMENTS OF
<br />THE REFERENCED PRODUCT APPROVALS BELOW, U.N.O.
<br />3. AT CONTRACTOR'S OPTION, PRODUCTS MAY BE SUBSTITUTED FOR LIKE
<br />PRODUCTS PER THE SCHEDULE BELOW IF APPROVED BY SEOR.
<br />PRODUCT APPROVALS:
<br />ITEM APPROVED PRODUCTS ICC#
<br />EXPANSION
<br />ANCHOR TO
<br />CONCRETE
<br />HILTI KWIK BOLT -TZ-2 ESR-4266
<br />ESR-2502
<br />ESR-3037SIMPSON STRONG-BOLT-2
<br />DEWALT POWER STUD+ SD2
<br />IAPMO ER
<br />EXPANSION
<br />ANCHOR TO
<br />MASONRY
<br />HILTI KWIK BOLT 3 ESR-1385
<br />ESR-2966
<br />SIMPSON STRONG-BOLT 2
<br />DEWALT POWER STUD+ SD1
<br />ER-0240
<br />SCREW
<br />ANCHOR TO
<br />CONCRETE
<br />SIMPSON TITEN HD SCREW ANCHOR ESR-2713
<br />ESR-3889
<br />ESR-3027HILTI KH-EZ
<br />DEWALT SCREW-BOLT+
<br />SCREW
<br />ANCHOR TO
<br />MASONRY
<br />SIMPSON TITEN HD SCREW ANCHOR ESR-1056
<br />ESR-4042
<br />ESR-3056HILTI KH-EZ
<br />DEWALT SCREW-BOLT+
<br />EPOXY
<br />ANCHOR TO
<br />CONCRETE
<br />HILTI HIT-HY 200
<br />ESR-3298
<br />ESR-2508SIMPSON SET-XP
<br />DEWALT PURE 110+
<br />EPOXY
<br />ANCHOR TO
<br />MASONRY
<br />HILTI HIT-HY 200 ESR-3963
<br />ESR-3200
<br />-SIMPSON SET-XP
<br />DEWALT AC100+ GOLD
<br />ER-0265
<br />SHOTPIN
<br />HILTI LOW-VELOCTIY X-U
<br />UNIVERSAL POWER-DRIVEN
<br />ESR-2269
<br />ESR-1799
<br />ESR-2138SIMPSON POWER-DRIVEN
<br />RAMSET POWER-DRIVEN
<br />SHEET
<br />METAL
<br />SCREW
<br />HILTI KWIK-PRO SDS ESR-2196
<br />ESR-2907
<br />ESR-3332DRIL-FLEX SDS
<br />NELSON BAR ANCHORS/STUDWELD STUD
<br />/ANCHORS
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />ESR-3187
<br />ESR-1408PRO-TWIST SELF-DRILL SCREW -
<br />1. CONCRETE SHALL BE MIXED, PLACED AND CURED IN ACCORDANCE WITH ACI
<br />318, 2019 EDITION, AND PROJECT SPECIFICATIONS.
<br />2. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN
<br />WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES,
<br />HOPPERS AND VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR
<br />TRUNKS SHALL BE OF VARIABLE LENGTHS SO THAT FREE UNCONFINED FALL
<br />OF CONCRETE SHALL NOT EXCEED SIX FEET. A SUFFICIENT NUMBER OF
<br />CHUTES OR TRUNKS SHALL BE USED TO ENSURE THE CONCRETE IS KEPT
<br />LEVEL AT ALL TIMES.
<br />3. CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHENED BY REMOVING
<br />THE ENTIRE SURFACE TO EXPOSE CLEAN AGGREGATE SOLIDLY EMBEDDED IN
<br />THE MORTAR MATRIX. SLUSH WITH A COAT OF NEAT CEMENT BEFORE
<br />PLACING CONCRETE. SEE PLANS AND DETAILS FOR LOCATION AND TYPE OF
<br />CONSTRUCTION JOINT. LOCATIONS OF ADDITIONAL CONSTRUCTION JOINTS
<br />NOT SHOWN ON THESE PLANS SHALL BE SUBMITTED FOR APPROVAL BY THE
<br />EOR PRIOR TO PLACING ANY CONCRETE.
<br />4. STRUCTURAL CONCRETE SHALL MEET THE FOLLOWING DESIGN CRITERIA:
<br />
<br />
<br />a. MAXIMUM DRY WEIGHT OF LIGHTWEIGHT CONCRETE SHALL BE
<br /> 110 PCF .
<br />b. SLUMP MEASURED PRIOR TO SUPERPLASTICIZER, WHERE OCCURS.
<br />5. CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF
<br />THE BUILDING CODE, AND SPECIFICATIONS. ALL CONCRETE MIXES SHALL BE
<br />DESIGNED BY A RECOGNIZED TESTING LAB STAMPED AND SEALED BY A
<br />LICENSED CALIFORNIA CIVIL ENGINEER AND SUBMITTED TO THE SEOR FOR
<br />REVIEW PRIOR TO CONCRETE PLACEMENT. STRUCTURAL CONCRETE MIXES
<br />SHALL CONSIST OF 5 SACK MINIMUM U.N.O.
<br />6. AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33
<br />(HARDROCK). AGGREGATES IN LIGHT WEIGHT CONCRETE SHALL CONFORM
<br />TO ASTM C-330.
<br />7. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE
<br />BUILDING DEPARTMENT AND THE SEOR.
<br />8. PORTLAND CEMENT SHALL BE AS NOTED ABOVE FOR ALL CONCRETE
<br />CONFORMING TO ASTM C150, LOW ALKALI. MILL TESTS WITH CERTIFICATES
<br />OF COMPLIANCE SHALL BE SUBMITTED.
<br />9. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 CLASS N OR F
<br />MAY BE USED AS A PARTIAL SUBSTITUTION FOR PORTLAND CEMENT UP TO A
<br />MAXIMUM OF 15% TOTAL CEMENTITIOUS MATERIALS BY WEIGHT IF THE MIX
<br />DESIGN IS PROPORTIONED PER ACI 318, SECTION 26.4.3.
<br />10. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C94.
<br />11. LEAN CONCRETE, WHERE SPECIFICALLY INDICATED, SHALL CONTAIN 2 SACKS
<br />OF CEMENT PER CUBIC YARD OF CONCRETE.
<br />12. DRYPACK OR NONSHRINK GROUT SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 2 TIMES THE SUPPORTING CONCRETE
<br />STRENGTH, AND SHALL BE OF FIVE STAR GROUT, SIKA GROUT 212, OR
<br />APPROVED EQUAL WITH VALID CODE REPORT (LARR,ICC,ESR,IAPMO ER).
<br />FOR THICK GROUT LAYERS FOLLOW MANUFACTURER'S GUIDELINES TO
<br />ATTAIN THE REQUIRED STRENGTH, WHICH MAY INCLUDE THE ADDITION OF
<br />PEA GRAVEL.
<br />13. DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER
<br />USED IN MIX SHALL BE CLEAN AND POTABLE.
<br />14. PRIOR TO ERECTING ANY ELEMENTS THAT LOAD THE FOUNDATION,
<br />CONCRETE MUST REACH AN UNCONFINED COMPRESSION STRENGTH OF 2000
<br />PSI MINIMUM AS DETERMINED BY TESTING OR PREVIOUSLY DOCUMENTED
<br />DATA FOR THE MIX DESIGN USED UNDER SIMILAR CONDITIONS, AND MUST BE
<br />ALLOWED TO CURE FOR A MINIMUM OF 3 DAYS.
<br />15. FOR INTERIOR SLABS-ON-GRADE AND ALL OTHER SLABS RECEIVING ADHERED
<br />FLOORING FINISHES (I.E., GLUED, ETC.), THE MAXIMUM W/C RATIO SHALL NOT
<br />EXCEED 0.45. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECIEVE
<br />FINISHES SHALL BE COMPATIBLE WITH TILE AND ADHESIVES OR GROUTS IN
<br />ACCORDANCE WITH MANUFACTURER'S DATA AND BE APPROVED BEFORE
<br />USE.
<br />16. MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST
<br />CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT UNLESS
<br />OTHERWISE ACCEPTED BY SEOR.
<br />17. SEE ARCHITECTURAL DRAWINGS FOR WALL OPENINGS, W ALL OFFSETS,
<br />CHAMFERS, KERFS, DRIPS AND FOR EXTENT OF DEPRESSIONS, RAMPS, ETC.
<br />PROVIDE SLEEVES FOR ALL PIPES THROUGH CONCRETE WALLS AND
<br />FOOTINGS WHERE SHOWN ON THESE DRAWINGS. CORING IS NOT PERMITTED
<br />WITHOUT PRIOR APPROVAL BY THE SEOR.
<br />18. SEE ARCHITECT'S PLANS FOR LOCATIONS OF SLAB SLOPES, DEPRESSIONS,
<br />CURBS, DRAINS, NON-STRUCTURAL PARTITIONS AND OTHER EMBEDDED
<br />ITEMS NOT SHOWN ON THE STRUCTURAL PLANS.
<br />19. EXPOSED CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE
<br />FORMED WITH 3/4" CHAMFER, U.N.O.
<br />20. CONSTRUCTION JOINTS (CJ) AND SAWCUT (SC) JOINTS IN SLABS SHALL
<br />OCCUR WHERE LOCATED ON PLANS AND DETAILS. CJ'S SHALL HAVE FORMED
<br />POUR STOPS. CONSTRUCTION JOINTS IN WALLS AND FOOTINGS NEED NOT
<br />OCCUR AT THE SAME LOCATION, U.N.O.
<br />STRUCTURAL CONCRETE NOTES:
<br />LOCATION
<br />MIN 28-DAY
<br />COMP
<br />STRENGTH
<br />FOUNDATIONS
<br />STEM WALLS, PILASTER 4000 PSI NWC 1 1/2" 0.45 4" II / V
<br />CONC
<br />TYPEa
<br />MAX
<br />AGGR.
<br />SIZE
<br />MAX
<br />W/C
<br />RATIO
<br />MAX
<br />SLUMPb
<br />CEMENT
<br />TYPE
<br />4000 PSI NWC 1" 0.45 4" II / V
<br />4000 PSI NWC 1" 0.50 6" II / V
<br />SLAB ON GRADE
<br />ALL OTHER STRUCTURAL
<br />CONCRETE NO NOTED..
<br />E N G I N E E R S I N CV C A
<br />2151 Michelson Dr. #240
<br />Irvine, CA 92612
<br />Tel. 949.679.0870
<br />Fax. 949.679.9370
<br />Project No.: J804
<br />C I V I LQuality
<br />Service
<br />Commitment
<br />S T R U C T U R A L DBEMBE SBE
<br />SCALE:
<br />REVISIONS:
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<br />DATE ISSUED:
<br />PROJECT NO:
<br />12" = 1'-0"
<br />Issue Date
<br />S-0.2
<br />GENERAL NOTES
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<br />505 E Central Ave
<br />#B11/6/2024
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