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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 2022 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 />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 = 0.164 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 0.530 <br />SITE CLASS D <br />SPECTRAL RESPONSE COEFFICIENTS <br />Sds 1.170 <br />Sd1 0.810 <br />RESPONSE MODIFICATION FACTOR <br />PLYWOOD SHEARWALLS <br />R 6.5 <br />SEISMIC RESPONSE COEFFICIENT <br />Cs 0.181 <br />ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE <br />b)WIND: <br />BASIC WIND SPEED 110 MPH <br />SITE EXPOSURE B <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 <br />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 =11 <br />2" <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 />SPECIAL INSPECTION <br />1.SPECIAL INSPECTION SHALL MEET THE REQUIREMENTS OF THE 2022 CBC SECTION <br />1704 & 1705. <br />2.SPECIAL INSPECTOR SHALL: <br />A.BE UNDER THE SUPERVISION OF A CALIFORNIA REGISTERED ENGINEER. <br />B.OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH APPROVED DRAWINGS <br />AND SPECIFICATIONS. <br />B.FURNISH INSPECTION REPORTS TO THE ENGINEER AND BUILDING DEPARTMENT. <br />DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE <br />CONTRACTOR FOR CORRECTION; THEN IF NOT CORRECTED, TO THE ENGINEER AND <br />BUILDING DEPARTMENT. <br />C.SUBMIT TO THE ENGINEER AND BUILDING DEPARTMENT A FINAL REPORT, SIGNED <br />BY A CALIFORNIA REGISTERED CIVIL ENGINEER, STATING THAT THE WORK WAS IN <br />CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE <br />APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC. <br />3.INSPECTION NOTES: <br />A.CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED <br />INSPECTIONS REQUIRED BY THE 2022 CBC SECTION 110. SPECIAL INSPECTION IS <br />NOT A SUBSTITUTE FOR INSPECTION NY A BUILDING OFFICIAL, SPECIALLY <br />INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF <br />THE BUILDING OFFICIAL IS SUBJECT TO REMOVAL FOR EXPOSURE. <br />B.CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING PERFORMANCE OF THE <br />WORK UNLESS SPECIFICALLY NOTED. <br />C.SPECIAL INSPECTORS MUST BE CERTIFIED BY THE BUILDING DEPARTMENT TO <br />PERFORM THE TYPES OF INSPECTIONS SPECIFIED. <br />D.IT IS THE RESPONSIBILITY OF THE OWNER TO INFORM THE SPECIAL INSPECTOR OR <br />INSPECTION AGENCY AT LEAST ONE WORKING DAY BEFORE PERFORMING ANY <br />WORK THAT REQUIRED SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT <br />REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL. <br />1.ANCHORS, ANCHOR BOLTS, & DOWELS <br />A.VERIFY MANUFACTURERS INSTALLATION REQUIREMENTS (AND TESTING) OF <br />EPOXIED DOWELS IN CONCRETE AT (HOLDOWNS) (EXISTING FOOTINGS) (CONCRETE <br />REPAIRS). <br />B.VERIFY MANUFACTURERS INSTALLATION REQUIREMENTS OF WEDGE AND SLEEVE <br />ANCHORS (WHERE INDICATED). <br />SPECIAL INSPECTION REQUIRED <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 />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 2022 CBC TABLE 2308.5.9 OR <br />2308.5.10. <br />5.ALL NAILING SHALL CONFORM TO 2022 CBC TABLE 2304.10.1, 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 2021 NDS SECTION 4.4.1 & 2022 CBC SECTION <br />2308.4.6 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 />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 />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 />2022 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 />2022 CBC: TABLE NO. 2304.10.2: <br />FASTENING SCHEDULE <br />DESCRIPTION OF BUILDING ELEMENTS <br />ROOF <br />WALL <br /> <br />8 <br />1 <br />6 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <br />. <br />GA <br />R <br />A <br />G <br />E <br /> <br />T <br />O <br /> <br />A <br />D <br />U <br />81 <br />6 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @rsi.plans <br />www.ramirezstructural.com <br />REVISION DESCRIPTION DATE <br />A <br />B <br />C <br />PROJECT NO.24-347 <br />DATE:8/1/24 <br />RAMIREZ <br />STRUCTURAL INC <br />STRUCTURAL <br />NOTES <br />S1.0 <br />816 N Towner St #2 <br />9/23/2024