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DESIGN CRITERIA
<br />1.VERTICAL LOADS (GRAVITY):
<br />a)DEAD LOADS:
<br />ROOF 15 PSF
<br />b)LIVE LOADS (REDUCIBLE UNLESS NOTED OTHERWISE):
<br />ROOF 20 PSF
<br />2.LATERAL LOADS:
<br />a)EARTHQUAKE DESIGN DATA:
<br />V = 0.162 W (ASD) (INCLUDES RHO = 1.3)
<br />SEISMIC IMPORTANCE FACTOR =1
<br />RISK CATEGORY =II
<br />MAPPED SPECTRAL RESPONSE ACCELERATIONS
<br />SS 1.490
<br />S1 0.560
<br />SITE CLASS D-STIFF SOIL
<br />SEISMIC DESIGN CATEGORY D
<br />SPECTRAL RESPONSE COEFFICIENTS
<br />SDS 1.160
<br />SMS 1.740
<br />RESPONSE MODIFICATION FACTOR
<br />PLYWOOD SHEARWALLS
<br />R 6.5
<br />SEISMIC RESPONSE COEFFICIENT
<br />Cs 0.178
<br />ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
<br />b)WIND:
<br />BASIC WIND SPEED 110 MPH
<br />SITE EXPOSURE C
<br />IMPORTANCE FACTOR 1.0
<br />REBAR
<br />1.NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOOTING STEEL OFF
<br />THE GROUND. PRECAST CONCRETE ADOBES ARE APPROVED.
<br />2.BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60.
<br />3.BAR REINFORCEMENT THAT IS NOT WELDED SHALL BE ASTM A706, GRADE 60.
<br />WELDING OF REINFORCING BARS SHALL CONFORM TO AWS D1.4-92 AND CBC
<br />STANDARDS 19-1. E90XX ELECTRODES SHALL BE USED, SPECIAL INSPECTION IS
<br />REQUIRED FOR ALL FIELD WELDING.
<br />4.SPLICES IN REINFORCING STEEL SHALL LAP AS FOLLOWS, UNLESS NOTES
<br />OTHERWISE: #3 THOUGH #6 =45 DIA., #7 TROUGH #11 = 56 DIA. HORIZONTAL SPLICES
<br />SHALL BE STAGGERED. NON-CONTACT SPLICES SHALL NOT BE SPACED
<br />TRANSVERSELY FARTHER APART 1
<br />5 THE REQUIRED LAP SPLICE LENGTH, OR 6
<br />INCHES.
<br />5.THE CLEAR DISTANCE BETWEEN PARALLEL BARS SHALL BE FOUR BAR DIAMETERS
<br />BUT NO LESS THAN 11
<br />2" U.O.N.. IN WALLS AND SLABS OTHER THAN THE CONCRETE
<br />JOIST CONSTRUCTION, BARS SHALL BE SPACED NOT FARTHER APART THAN THREE
<br />TIMES THE WALL OR SLAB THICKNESS, NOR 18 INCHES.
<br />6.REINFORCING STEEL SHALL HAVE A PROTECTED CONCRETE COVERING AS
<br />FOLLOWS, U.O.N.:
<br />WALL BARS BELOW GRADE:
<br />ON DIRT SIDE WHEN POURED AGAINST DIRT =3"
<br />ON DIRT SIDE WHEN FORMED =2"
<br />WALL BARS ABOVE GRADE:
<br />FOOTING PADS =3"
<br />SLABS (ON EARTH)=2"
<br />SLABS (LIGHT WEIGHT CONCRETE)=3 4"
<br />SLABS (HARD ROCK CONCRETE)=1"
<br />JOISTS (SIDES, TOPS, & SOFFITS)=1"
<br />COLUMNS (TO MAIN STEEL)=2"
<br />BEAM, GIRDERS (SIDES, TOPS, & SOFFITS)= 2"
<br />IN ALL OTHER CASES =112"
<br />7.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED 12
<br />INCHES MINIMUM.
<br />8.ALL WALLS SHALL BE DOWELED TO SUPPORTING FOOTINGS, BEAMS, PADS, ETC.,
<br />WITH BARS THE SAME SIZE AND SPACING AS VERTICAL BARS IN THE WALL UNLESS
<br />OTHERWISE DETAILED. ANCHORAGE OF DOWELS SHALL BE EQUIVALENT OF A BAR
<br />SPLICE.
<br />9.DOWEL REINFORCED SLABS TO WALLS AND OTHER EDGE MEMBERS PER TYPICAL
<br />DETAILS.
<br />10.ALL REINFORCING STEEL IS TO BE PLACED IN A RELATIVE POSITION SHOWN ON
<br />DRAWINGS. NO SPLICES IN ANY REINFORCING WILL BE PERMITTED EXCEPT THOSE
<br />SHOWN ON THE STRUCTURAL DRAWINGS.
<br />11.REINFORCING DETAILING, BENDING, AND PLACING SHALL BE ION ACCORDANCE
<br />WITH THE CONCRETE REINFORCING STEEL INSTITUTES "MANUAL OF STANDARD
<br />PRACTICE", LATEST EDITION.
<br />12.ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL
<br />SECURED IN THE POSITION WITH THE WIRE POSITIONERS BEFORE PLACING
<br />CONCRETE OR GROUT. VERTICAL BARS IN THE MASONRY WALLS SHALL BE TIED IN
<br />POSITION AT THE T&B AND INTERVALS NOT EXCEEDING 200 BAR DIAMETERS.
<br />FOUNDATION
<br />1.SOILS INFORMATION:
<br />BEARING PRESSURE = 1500 PSF (13 INCREASE FOR WIND OR SEISMIC)
<br />2.BOTTOM OF FOOTING SHALL BE AT LEAST 24 INCHES BELOW THE LOWEST
<br />ADJACENT FINISHED GRADE INTO COMPETENT SOIL.
<br />3.REFER TO AND CHECK WITH ARCHITECTURAL DRAWINGS FOR VARIOUS FLOOR
<br />SLOPES, DROPPED SLABS, DEPRESSIONS, CURBS, STEPS, WALKS DRAINS,
<br />DEPRESSED FLOOR, ETC. & DIMENSIONS NOT SHOWN.
<br />4.NO CONCRETE SHALL BE POURED IN ANY FOUNDATION UNTIL EXCAVATION HAS
<br />BEEN INSPECTED, EXCAVATION SHALL BE KEPT FREE OF LOOSE MATERIAL AND
<br />STANDING WATER.
<br />5.ALL SLEEVES THROUGH FOUNDATION WALLS AND UNDER FOOTING TO BE
<br />INSTALLED PRIOR TO FOUNDATION POUR. SEE TYPICAL DETAILS.
<br />6.NO SLEEVING OF ANY GRADE BEAM WILL BE PERMITTED UNLESS SHOWN ON
<br />STRUCTURAL DRAWINGS APPROVED BY THE ENGINEER.
<br />7.THE ENGINEER HAS NO CONTROL OR RESPONSIBILITY FOR THE DESIGN OF
<br />TEMPORARY SHORING, SCAFFOLDING, FORMING, UNDERPINNING, ETC., NOT
<br />DETAILED ON THESE PLANS.
<br />8.ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL
<br />BEHIND RETAINING WALLS BEFORE CONCRETE (OR GROUT) HAS OBTAINED FULL
<br />DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND
<br />PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE
<br />COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL
<br />PROVIDE FOR DESIGN, PERMITS, AND INSTALLATION OF SUCH BRACING.
<br />9.CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH
<br />ARCHITECTURAL DRAWINGS. NOTIFY STRUCTURAL ENGINEER, PRIOR TO
<br />FABRICATION OR ERECTION, WHEN DISCREPANCIES ARE FOUND.
<br />CONCRETE
<br />1.CEMENT SHALL CONFORM TO ASTM C150, TYPE II.
<br />2.AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33.
<br />3.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28
<br />DAYS: (4"MAX. SLUMP FOR FLATWORK).
<br />MIN. COMPRESSIVE STRENGTH FOR WALLS TO BE 3,000 PSI
<br />MIN. COMPRESSIVE STRENGTH FOR GRADE BEAMS TO BE 3,000 PSI
<br />MIN. COMPRESSIVE STRENGTH FOR CAISSON TO BE 3,000 PSI
<br />4.ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER.
<br />ADMIXTURES SHALL COMPLY WITH ASTM C494 & C107 AND BE OF A TYPE THAT
<br />INCREASES THE WORKABILITY OF THE CONCRETE, BUT SHALL NOT BE CONSIDERED
<br />TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT (CALCIUM CHLORIDE SHALL
<br />NOT BE USED).
<br />5.NO CONDUIT PLACED IN A CONCRETE SLAB SHALL HAVE AN OUTSIDE DIAMETER
<br />GREATER THAN 1
<br />3 THE THICKNESS OF THE SLAB. NO CONDUIT SHALL BE EMBEDDED
<br />IN A SLAB THAT IS LESS THAN 31
<br />2" THICK. EXCEPT FOR LOCAL OFFSETS, MINIMUM
<br />CLEAR DISTANCE BETWEEN CONDUITS SHALL BE THREE DIAMETERS ON CENTER
<br />(EXCEPT IF THE CONDUIT IS PASSING THROUGH).
<br />6.PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC., SHALL BE
<br />FORMED WITH 3
<br />4" CHAMFERS.
<br />7.REFER TO DRAWINGS OF OTHER DISCIPLINES FOR MOLDS, GROOVES, CLIPS,
<br />ORNAMENTS, OR GROUNDS REQUIRED TO BE CAST IN CONCRETE.
<br />8.ALL SLABS ON GRADE SHALL HAVE CONTROL JOINTS INSTALLED TO PROVIDE
<br />APPROXIMATELY 15 FOOT SQUARES UNLESS DETAILED OTHERWISE ON THE PLANS.
<br />WHERE CONCRETE POURS ARE STOPPED, THE JOINTS SHALL BE FORMED. SEE
<br />"TYPICAL SLAB-ON-GRADE JOINT DETAIL".
<br />1.
<br />& 1705.
<br />2.
<br />A.
<br />B.
<br />C.
<br />D.
<br />3.
<br />A.
<br />B.
<br />C.
<br />D.
<br />I.
<br />A.
<br />B.
<br />C.
<br />II.
<br />A.
<br />B.
<br />C.
<br />D.
<br />E.
<br />F.
<br />G.
<br />H.
<br />I.
<br />J.
<br />K.
<br />L.
<br />M.
<br />N.
<br />O.
<br />III. ANCHORS, ANCHOR BOLTS, & DOWELS
<br />A.
<br />B.
<br />C.
<br />IV.
<br />A.
<br />B.
<br />C.
<br />V.
<br />A.
<br />B.
<br />C.
<br />D.
<br />GENERAL NOTES
<br />1.NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER
<br />THESE STANDARD STRUCTURAL NOTES. DETAILS NOTES AS "TYPICAL DETAILS"
<br />SHALL BE USED WHENEVER APPLICABLE. REFER TO SPECIFICATIONS FOR
<br />INFORMATION NOT COVERED BY THESE NOTES OR DRAWINGS.
<br />2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE
<br />CONDITIONS BEFORE STARTING WORK, AND THE ENGINEER/ARCHITECT SHALL BE
<br />NOTIFIED IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES. IN NO CASE SHALL
<br />DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE
<br />STRUCTURAL DRAWINGS.
<br />3.ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE
<br />STRUCTURAL DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE
<br />ATTENTION, AND RESOLVED WITH, THE ENGINEER BEFORE PROCEEDING WITH ANY
<br />WORK SO INVOLVED.
<br />4.WHERE A CONSTRUCTION DETAIL IS NOT SPECIFICALLY SHOWN OR NOTES, THE
<br />DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.
<br />5.THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE
<br />AREA TO BE EXCAVATED, BEFORE BEGINNING EXCAVATION.
<br />6.NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN OR THROUGH
<br />SLABS, BEAMS, OR WALLS, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR
<br />PIPES, DUCTS, ETC. EXCEPT AS INDICATED ON THE STRUCTURAL DRAWINGS. THE
<br />CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY
<br />ADDITIONAL PIPES, DUCTS, ETC.
<br />7.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF
<br />THE 2025 CBC.
<br />8.THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE
<br />JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
<br />INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL
<br />APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
<br />9.RETAIN A CALIFORNIA REGISTERED CIVIL ENGINEER TO DESIGN ALL TEMPORARY
<br />BRACING, SHORING, AND SUPPORT REQUIRED DURING CONSTRUCTION.
<br />10.INCLUDE ENGINEERING FEES, ENGINEERING DESIGN TIME AND BUILDING
<br />DEPARTMENT APPROVAL TIME IN THE COST OF PROPOSED MATERIAL
<br />ALTERNATIVES. CONTACT ENGINEER FOR FEE AMOUNT. SUBMIT MATERIAL
<br />ALTERNATIVE FOR REVIEW BEFORE CONSTRUCTION.
<br />STRUCTURAL WOOD
<br />1.ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH GRADE MARKED BY A
<br />RECOGNIZED GRADING AGENCY (WCLIB 0R WWPA), VOLUNTARY STANDARD DOC
<br />PS20-25.
<br />LIGHT FRAMING CONSTRUCTION
<br />JOISTS & PLANKS No. 2
<br />BEAMS & STRINGERS No. 1
<br />POST AND TIMBERS No. 1
<br />PARALLAM (PSL)2.0E WS (2900 Fb)
<br />PARALLAM (PSL)2.2E WS (2900 Fb)
<br />MICROLLAM (LVL)2.0E WS (2900 Fb)
<br />VERTICAL STUDS:
<br />2x4 STUDS, 8'-0" LONG CONSTRUCTION GRADE
<br />2x4 STUDS, 8'-1" TO 14'-0"No. 1
<br />2x6 STUDS No. 2
<br />ALL OTHER LUMBER No. 1 STRUCTURAL LIGHT FRAMING
<br />2.ALL SILL PLATES RESTING ON CONCRETE OR MASONRY, WHICH IS IN CONTACT WITH
<br />EARTH OR RESTING ON FOUNDATIONS SHALL BE PRESSURE TREATED DOUGLAS FIR
<br />(PT.D.F.). ALL FASTENERS SUCH AS NAILS, BOLTS, SCREWS, ANCHOR BOLTS, ETC.,
<br />ATTACHING P.T.D.F. OR FIRE-RETARDANT TREADED WOOD SHALL BE HOT-DIPPED
<br />ZINC COATED GALVANIZED OR STAINLESS STEEL (ASTM A153).
<br />3.WHERE STUD PARTITIONS JOIN CONCRETE OR MASONRY WALLS, THE END STUD
<br />WALL SHALL BE ANCHORED THERETO WITH 1
<br />2" (BOLTS NEAR THE TOP & BOTTOM AND
<br />AT EACH ROW OF TIRE BLOCKING. SUCH BOLTS SHALL BE EMBEDDED IN TH EWALL
<br />NOT LESS THAN 2
<br />3 OF THE WALL THICKNESS OR 8" MAX).
<br />4.CUTTING, NOTCHING, OR BORING OF STUDS SHALL BE PERMITTED ONLY AS
<br />DETAILED OR APPROVED BY ENGINEER AND/OR PER 2025 CBC TABLE 2308.5.9 OR
<br />2308.5.10.
<br />5.ALL NAILING SHALL CONFORM TO 2025 CBC TABLE 2304.10.2, AND SHALL BE
<br />COMMON NAILS, UNLESS NOTED OTHERWISE ON PLANS AND DETAILS.
<br />6.ALL BOLY HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT
<br />WASHERS. HOLES FOR BOLTS SHALL BE BORED 1
<br />16" LARGER THAN THE NOMINAL
<br />DIAMETER. BOLTS IN THE WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE
<br />END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER,
<br />7.TOP PLATES OF ALL WOOD STUD WALLS TO BE 2-2x MINIMUM (SAME WIDTH AS
<br />STUDS), LAP 48" MIN. WITH NOT LESS THAN 6-16d NAILS AT EACH LAP AND NOT
<br />MORE THAN 12" BETWEEN NAILS.
<br />8.PLYWOOD SHALL BE APA STRUCTURAL I RATED SHEATHING WITH EXTERIOR GLUE,
<br />PER DOC PS1 OR DOC PS2.
<br />9.PROVIDE DOUBLED JOISTS UNDER ALL PARALLEL PARTITIONS.
<br />10.ALL LAG SCREWS TO BE PREDRILLED, DRILL DIAMETER TO BE 40 TO 70 PERCENT OF
<br />THREADED SHANK DIAMETER AND FULL DIAMETER FOR SMOOTH SHANK PORTION.
<br />11.RE-TIGHTEN ALL ANCHOR BOLTS JUST BEFORE CLOSING IN.
<br />12.ALL FRAMING ANCHORS, POST CAPS, BASES, HANGERS, STRAPS, ETC. SHALL BE AS
<br />MANUFACTURED BY "SIMPSON COMPANY" OR ENGINEER APPROVED EQUAL.
<br />13.PROVIDE BLOCKING OR BRIDGING PER 2024 NDS SECTION 4.4.1 & 2022 CBC SECTION
<br />2308.10.4.6 AND SECTION 2308.5.7.
<br />14.MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT EXCEED 19
<br />PERCENT.
<br />15.MACHINE BOLTS SHALL BE GRADE-A CONFORMING TO ASTM A307. ANCHOR BOLTS
<br />SHALL BE ASTM F1554, GRADE 36. NUTS FOR MACHINE BOLTS AND ANCHOR BOLTS
<br />SHALL CONFORM TO ASTM A563, HEX GRADE-A. THREADED RODS SHALL CONFORM
<br />TO ASTM A36. THREADED AND NUTTED ANCHOR BOLTS SHALL BE ASTM F1554,
<br />GRADE 36. ROUNDS WASHERS SHALL CONFORM TO ASTM F436.
<br />FOR SI: 1 INCH = 25.4 mm
<br />a.NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL
<br />AND PARTICLEBOARD DIAPHRAGMS AND SHEARWALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON,
<br />BOX OR CASING.
<br />b.SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGE AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL
<br />APPLICATIONS. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE
<br />MARKED).
<br />c.WHERE A RAFTER IS FASTENED TO AND ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS
<br />FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE
<br />REDUCED BY ON NAIL.
<br />d.RSRS-01 IS A ROOF SHEATING RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F1667
<br />e.TABULATE FASTENER REQUIREMENTS APPLY WHERE THE ULTIMATE DESING WIND SPEED IS LESS THAN 140 MPH. FOR WOOD STRUCTURAL PANEL
<br />ROOF SHEATING ATTACHED TO GABLE-END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF ROOF EDGES AND RIDGES,
<br />NAILS SHALL BE SPACED AT 4 INCHES ON CENTER WHERE THE ULTIMATE DESING WIND SPEED IS GREATER THAN 130 MPH IN EXPOSURE B OR
<br />GREATER THAN 110 MPH IN EXPOSURE C. SPACING EXCEEDING 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS SHALL BE PERMITTED WHERE
<br />THE FASTENING IS DESIGNED PER THE AWC NDS.
<br />f.FASTENING IS ONLY PERMITTED WHERE THE ULTIMATE DESIGN WIND SPEED IS LESS THAN OR EQUAL TO 110 MPH.
<br />g.NAILS AND STAPLES ARE CARBON STEEL MEETING SPECIFICATIONS OF ASTM F1667. CONNECTIONS USING NAILS AND STAPLES OF OTHER
<br />MATERIALS, SUCH AS STAINLESS STEEL, SHALL BE DESIGNED BY ACCEPTABLE ENGINEERING PRACTICE OR APPROVED UNDER SECTION 104.11.
<br />DESCRIPTION OF BUILDING ELEMENTS
<br />6d COMMON OR DEFORMED (2"x0.113"); OR
<br />2 3/8"x0.113" NAIL (SUBFLOOR AND WALL)
<br />8d BOX OR DEFORMED (2 1/2"x0.113"x 0.281"
<br />HEAD) (ROOF); OR
<br />RSRS-01 (2 3/8"x0.113") NAIL (ROOF)d
<br />1 3/4" 16 GAGE STAPLE, 7/16" CROWN
<br />(SUBFLOOR AND WALL)
<br />2 3/8"x0.113"x0.266 HEAD NAIL (ROOF)
<br />1 3/4" 16 GAGE STAPLE, 7/16" CROWN ROOF
<br />8d COMMON (2 1/2"x0.131"); OR DEFORMED
<br />(2"x0.113") (SUBFLOOR AND WALL)
<br />8d COMMON OR DEFORMED (2 1/2"x0.131"x 0.281"
<br />HEAD) (ROOF) OR
<br />RSRS-01 (2 3/8"x0.113") NAIL (ROOF)d
<br />2 3/8"x0.113"x0.266" HEAD NAIL OR 2" 16 GAGE
<br />STAPLE, 7/16" CROWN
<br />10d COMMON (3"x0.148"); OR
<br />DEFORMED (2 1/2"x0.131"x0.281" HEAD)
<br />OTHER EXTERIOR WALL SHEATHING
<br />1 1/2"X0.120 GALVANIZED ROOFING NAIL (7/16"
<br />HEAD DIAMETER); OR
<br />1 1/4" 16 GAGE STAPLE WITH 7/16" OR 1" CROWN
<br />1 3/4"x0.120 GALVANIZED ROOFING NAIL (7/16"
<br />DIAMETER HEAD); OR
<br />1 1/2" 16 GAGE STAPLE WITH 7/16" OR 1" CROWN
<br />WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
<br />8d COMMON (2 1/2"x0.131"); OR
<br />DEFORMED (2"x0.113"); OR
<br />DEFORMED (2"x0.120")
<br />8d COMMON (2 1/2"x0.131"); OR
<br />DEFORMED (2 1/2"x0.131"); OR
<br />DEFORMED (2 1/2"x0.120")
<br />10d COMMON (3"x0.148"); OR
<br />DEFORMED (2 1/2"x0.131"); OR
<br />DEFORMED (2 1/2"x0.120")
<br />PANELS SIDING TO FRAMING
<br />6d CORROSION-RESISTANT SIDING (1 7/8"
<br />x0.106"); OR
<br />6d CORROSTION-RESISTANT CASING (2"x0.099")
<br />8d CORROSION-RESISTANT SIDING (2
<br />3/8"x0.128"); OR
<br />8d CORROSION-RESISTANT CASING (2
<br />1/2"x0.113")
<br />4d CASING (1 1/2"x0.080"); OR
<br />4d FINISH ( 1 1/2"x0.072")
<br />6d CASING (2"x0.099"); OR
<br />6d FIINISH (2"x0.092"); OR
<br />(PANEL SUPPORTS AT 24 INCHES)
<br />30.3/8" - 1/2"
<br />31.19/32" - 3/4"
<br />32.7/8" - 1 1/4"
<br />33.1/2" FIBERBOARD SHEATHINGb
<br />34.25/32" FIBERBOARD SHEATHINGb
<br />35.3/4" AND LESS
<br />36.7/8" - 1"
<br />37.1 1/8" - 1 1/4"
<br />38.1/2" OR LESS
<br />39.5/8"
<br />40.1/4"
<br />41.3/8"
<br />EDGES
<br />(INCHES)
<br />INTERMEDIATE
<br />SUPPORTS
<br />(INCHES)
<br />WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICIEBOARD WALL SHEATHING TO
<br />FRAMING
<br />SPACING AND LOCATION
<br />2025 CBC: TABLE NO. 2304.10.2:
<br />FASTENING SCHEDULE, CONT.
<br />INTERIOR PANELING
<br />6
<br />6e
<br />4
<br />3f
<br />3f
<br />6
<br />6e
<br />4
<br />6
<br />3
<br />3
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />12
<br />6e
<br />8
<br />3f
<br />3f
<br />12
<br />6e
<br />8
<br />12
<br />6
<br />6
<br />12
<br />12
<br />12
<br />12
<br />12
<br />12
<br />12
<br />NUMBER AND TYPE OF FASTENER
<br />1.BLOCKING BETWEEN CEILING JOIST, RAFTERS OR
<br />TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW
<br />BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE
<br />WALL TOP PLATE, TO RAFTER OR TRUSS
<br />FLAT BLOCKING TO TRUSS AND WEB FILLER
<br />2.CEILING JOISTS TO TOP PLATE
<br />3.CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER,
<br />LAPS OVER PARTITIONS (NO THRUST) (SEE SECTION
<br />2308.7.3.1, TABLE 2308.7.3.1)
<br />4.CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL
<br />JOINT)(SEE SECTION 2308.7.3.1 TABLE 2308.7.3.1)
<br />5.COLLAR TIE TO RAFTER
<br />6.RAFTER OR ROOF TRUSS TO TOP PLATE (SEE SECTION
<br />2308.7.5, TABLE 2308.7.5)
<br />7.ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS;
<br />OR ROOF RAFTER TO 2-INCH RIDGE BEAM
<br />8.STUD TO STUD (NOT AT BRACED WALL PANELS)
<br />9.STUD TO STUD AND ABUTTING STUDS AT
<br />INTERSECTING WALL CORNERS ( AT BRACED WALL
<br />PANELS)
<br />10.BUILT-UP HEADER (2" TO 2" HEADER)
<br />11.CONTINUOUS HEADER TO STUD
<br />12.TOP PLATE TO TOP PLATE
<br />13.TOP PLATE TO TOP PLATE, AT END JOINTS
<br />14.BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR
<br />BLOCKING (NOT AT BRACED WALL PANELS)
<br />15.BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR
<br />BLOCKING AT BRACED WALL PANELS
<br />16.STUD TO TOP OR BOTTOM PLATE
<br />17.TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS
<br />18.1" BRACE TO EACH STUD AND PLATE
<br />19.1"x6" SHEATHING TO EACH BEARING
<br />20.1"x8" AND WIDER SHEATHING TO EACH BEARING
<br />21.JOIST TO SILL, TOP PLATE, OR GIRDER
<br />22.RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE,
<br />SILL OR OTHER FRAMING BELOW
<br />23.1"x6" SUBFLOOR OR LESS TO EACH JOIST
<br />24.2" SUBFLOOR TO JOIST OR GIRDER
<br />25.2" PLANKS (PLANK & BEAM-FLOOR & ROOF)
<br />26.BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS
<br />27.LEDGER STRIP SUPPORTING JOISTS OR RAFTERS
<br />28.JOIST TO BAND JOIST OR RIM JOIST
<br />29.BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS
<br />4-8d BOX (2 1/2"x 0.113"); OR
<br />3-8d COMMON (2 1/2"x 0.131"); OR
<br />3-10d BOX (3"x 0.128"); OR
<br />3-3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES 7/16" CROWN
<br />2-8d COMMON (2 1/2"x 0.131")
<br />2-3"x 0.131" NAILS
<br />2-3" 14 GAGE STAPLES
<br />2-16d COMMON (3 1/2"x 0.162")
<br />3-3"x 0.131" NAILS
<br />3-3" 14 GAGE STAPLES
<br />16d COMMON (3 1/2"x 0.162") @ 6" O.C.
<br />3"x 0.131" NAILS @ 6" O.C.
<br />3"x 14 GAGE STAPLES @ 6" O.C.
<br />4-8d BOX (2 1/2"x 0.113"); OR
<br />3-8d COMMON (2 1/2"x 0.131"); OR
<br />3-10d BOX (3"x 0.128"); OR
<br />3-3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES 7/16" CROWN
<br />3-16d COMMON (3 1/2"x 0.162"); OR
<br />4-10d BOX (3"x 0.128"); OR
<br />4-3"x 0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES 7/16" CROWN
<br />PER TABLE 2308.7.3.1
<br />3-10d COMMON (3"x 0.148"); OR
<br />4-10d BOX (3"x 0.128"); OR
<br />4-3"x 0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES 7/16" CROWN
<br />3-10d COMMON (3"x 0.148"); OR
<br />3-16d BOX (3 1/2"x 0.135"); OR
<br />4-10d BOX (3"x 0.128"); OR
<br />4-3"x 0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES 7/16" CROWN
<br />2-16d COMMON (3 1/2"x 0.162"); OR
<br />3-16d BOX (3 1/2"x 0.135"); OR
<br />3-10d BOX (3"x 0.128"); OR
<br />3-3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES 7/16" CROWN OR
<br />3-10d COMMON (3 1/2"x 0.148"); OR
<br />4-16d BOX (3 1/2"x 0.135"); OR
<br />4-10d BOX (3"x 0.128"); OR
<br />4-3"x 0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />16d COMMON (3 1/2"x 0.162");
<br />10d BOX (3"x 0.128"); OR
<br />3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />16d COMMON (3 1/2"x 0.162"); OR
<br />16d BOX (3 1/2"x 0.135"); OR
<br />3"x0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />16d COMMON (3 1/2"x 0.162");
<br />16d BOX (3 1/2"x 0.135")
<br />4-8d COMMON (2 1/2"x0.131"); OR
<br />4-10d BOX (3"x0.128")
<br />5-8d BOX (2 1/2"x0.113")
<br />16d COMMON (3 1/2"x 0.162");
<br />10d BOX (3"x 0.128"); OR
<br />3"x 0.131" NAILS; OR
<br />3" 14 GAGE STAPLES, 7/16" CROWN
<br />8-16d COMMON (3 1/2"x 0.162"); OR
<br />12-16d BOX (3 1/2"x 0.135"); OR
<br />12-10d BOX (3"x 0.128"); OR
<br />12-3"x 0.131" NAILS; OR
<br />12-3" 14 GAGE STAPLES 7/16" CROWN
<br />16d COMMON (3 1/2"x 0.162");
<br />16d BOX (3 1/2"x 0.135"); OR
<br />3"x 0.131" NAILS OR
<br />3" 14 GAGE STAPLES, 7/16" CROWN
<br />2-16d COMMON (3 1/2"x 0.162"); OR
<br />3-16d BOX (3 1/2"x 0.135"); OR
<br />4-3"x 0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />3-16d BOX (3 1/2"x 0.135"); OR
<br />4-8d COMMON (2 1/2"x 0.131"); OR
<br />4-10d BOX (3"x 0.128"); OR
<br />4-3"x 0.131" NAILS; OR
<br />4-8d BOX (2 1/2"x 0.113"); OR
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN OR
<br />2-16d COMMON (3 1/2"x 0.162"); OR
<br />3-16d BOX (3 1/2"x 0.135"); OR
<br />3-10d BOX (3"x 0.128"); OR
<br />3-3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />2-16d COMMON (3 1/2"x 0.162"); OR
<br />3-10d BOX (3"x 0.128"); OR
<br />3-3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />3-8d BOX (2 1/2"x 0.113"); OR
<br />2-8d COMMON (2 1/2"x 0.131"); OR
<br />2-10d BOX (3"x 0.128"); OR
<br />2-3"x 0.131" NAILS; OR
<br />2-3" 14 GAGE STAPLES, 7/16" CROWN
<br />3-8d BOX (2 1/2"x 0.113"); OR
<br />2-8d COMMON (2 1/2"x 0.131"); OR
<br />2-10d BOX (3"x 0.128"); OR
<br />2-1 3/4" 16 GAGE STAPLES, 1" CROWN
<br />3-8d COMMON (2 1/2"x 0.131"); OR
<br />3-8d BOX (2 1/2"x 0.113"); OR
<br />3-10d BOX (3"x 0.128"); OR
<br />3-1 3/4" 16 GAGE STAPLES, 1" CROWN
<br />WIDER THAN 1"x8"
<br />3-8d COMMON (2 1/2"x 0.131"); OR
<br />4-8d BOX (2 1/2"x 0.113"); OR
<br />3-10d BOX (3"x 0.128"); OR
<br />4-1 3/4" 16 GAGE STAPLES, 1" CROWN
<br />FLOOR
<br />4-8d BOX (2 1/2"x 0.113"); OR
<br />3-8d COMMON (2 1/2"x 0.131"); OR FLOOR
<br />3-10d BOX (3"x 0.128"); OR
<br />3-3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />8d BOX (2 1/2"x 0.131")
<br />8d COMMON (2 1/2"x 0.131"); OR
<br />10d BOX (3"x 0.128"); OR
<br />3"x 0.131" NAILS; OR
<br />3" 14 GAGE STAPLES, 7/16" CROWN
<br />3-8d BOX (2 1/2"x 0.113"); OR
<br />2-8d COMMON (2 1/2"x 0.131"); OR
<br />3-10d BOX (3"x 0.128"); OR
<br />2-1 3/4" 16 GAGE STAPLES, 1" CROWN
<br />3-16d BOX (3 1/2"x 0.135"); OR
<br />2-16d COMMON (3 1/2"x 0.162")
<br />3-16d BOX (3 1/2"x 0.135"); OR
<br />2-16d COMMON (3 1/2"x 0.162")
<br />20d COMMON (4"x0.192")
<br />10d BOX (3"x 0.128"); OR
<br />3"x 0.131" NAILS; OR
<br />3" 14 GAGE STAPLES, 7/16" CROWN
<br />AND:
<br />2-20d COMMON (4"x 0.192"); OR
<br />3-10d BOX (3"x 0.128"); OR
<br />3-3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />3-16d COMMON (3 1/2"x 0.162"); OR
<br />4-16d BOX (3 1/2"x 0.135"); OR
<br />4-10d BOX (3"x 0.128"); OR
<br />4-3"x 0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />3-16d COMMON (3 1/2"x 0.162"); OR
<br />4-10d BOX (3"x 0.128"); OR
<br />4-3"x 0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />2-8d COMMON (2 1/2"x 0.131"); OR
<br />2-10d BOX (3"x 0.128"); OR
<br />2-3"x 0.131" NAILS; OR
<br />2-3" 14 GAGE STAPLES, 7/16" CROWN
<br />EACH END, TOENAIL
<br />EACH END, TOENAIL
<br />END NAIL
<br />FACE NAIL
<br />EACH JOIST, TOENAIL
<br />FACE NAIL
<br />FACE NAIL
<br />FACE NAIL
<br />END NAIL
<br />TOENAIL
<br />24" O.C. FACE NAIL
<br />16" O.C. FACE NAIL
<br />16" O.C. FACE NAIL
<br />12" O.C. FACE NAIL
<br />16"O.C. EA EDGE, FACE NAIL
<br />12"O.C. EA EDGE, FACE NAIL
<br />TOENAIL
<br />16" O.C. FACE NAIL
<br />12" O.C. FACE NAIL
<br />EACH SIDE OF END JOINT,
<br />FACE NAIL (MINIMUM 24" LAP
<br />SPLICE LENGTH EACH SIDE
<br />OF END JOINT)
<br />16" O.C. FACE NAIL
<br />12" O.C. FACE NAIL
<br />16" O.C. FACE NAIL
<br />TOENAIL
<br />END NAIL
<br />FACE NAIL
<br />FACE NAIL
<br />FACE NAIL
<br />FACE NAIL
<br />TOENAIL
<br />4" O.C. TOENAIL
<br />6" O.C. TOENAIL
<br />FACE NAIL
<br />BLIND AND FACE NAIL
<br />EACH BEARING, FACE NAIL
<br />32"O.C.,FACE NAIL AT TOP &
<br />BOT. STAGG. ON OPP. SIDES
<br />24"O.C.,FACE NAIL AT TOP &
<br />BOT. STAGG. ON OPP. SIDES
<br />ENDS AND AT EACH SPLICE,
<br />FACE NAIL
<br />EACH JOIST OR RAFTER,
<br />FACE NAIL
<br />END NAIL
<br />EACH END, TOENAIL
<br />NUMBER AND TYPE OF FASTENERg SPACING AND LOCATION
<br />2 TOENAILS ON ONE SIDE
<br />AND 1 TOENAIL ON OPPOSITE
<br />SIDE OF RAFTERS OR TRUSS
<br />2025 CBC: TABLE NO. 2304.10.2:
<br />FASTENING SCHEDULE
<br />DESCRIPTION OF BUILDING ELEMENTS
<br />ROOF
<br />WALL
<br />JOSE RAMIREZ, PE
<br />jose@ramirezstructural.com
<br />(562) 519-6045
<br />ig: @rsi.plans
<br />www.ramirezstructural.com
<br />REGISTER
<br />G
<br />EDP
<br />E
<br />ROFESSIONALEN
<br />F
<br />IN
<br />N
<br />E
<br />R
<br />STATE OF CALI
<br />R
<br />OR
<br />AIIC
<br />I
<br />VIL
<br />JOSE C.MAR
<br />ZE
<br />C 91046
<br />EXP. 03-31-26
<br />A
<br />B
<br />C
<br />PROJECT NO.26-135
<br />DATE:1/22/26
<br />RAMIREZ
<br />STRUCTURAL INC
<br />DESCRIPTIONREVISION DATE
<br />APPROVAL STAMP
<br />23
<br />2
<br />3
<br />
<br />W
<br />
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<br />A
<br />
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<br />23
<br />2
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<br />A
<br />
<br />9
<br />2
<br />7
<br />0
<br />4
<br />S1.0
<br />STRUCTURAL
<br />NOTES
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