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GENERAL NOTES
<br />FRAMING LUMBER
<br />1.
<br />2.
<br />3.
<br />4.
<br />6.
<br />5.
<br />7.
<br />8.
<br />9.
<br />10.
<br />12.
<br />13.
<br />14.
<br />15.
<br />16.
<br />2.
<br />3.
<br />4.
<br />5.
<br />1.
<br />1.
<br />11.
<br />ALL STRUCTURAL LUMBER SHALL BE (DOC PS20 OR EQUIVALENT) DOUGLAS FIR
<br />LARCH OF THE FOLLOWING MINIMUM GRADES:
<br /> A. 2X FRAMING INCLUDING PLATES AND STUDS NO. 2
<br /> B. 4X BEAMS AND HEADERS UP TO 4X12 NO. 2
<br /> C. LARGER THAN 4X12 AND POSTS NO. 1
<br /> D. 6X AND LARGER BEAMS NO. 1
<br />STRUCTURE PANELS SHALL BE DOUGLAS FIR CONFORMING TO U.S. PRODUCT
<br />STANDARD DOC PS1 OR DOC PS2 OR ANSI/APA PRP210, AND SHALL BEAR THE
<br />STAMP OF AN APPROVED FABRICATOR.
<br />INSTALLATION OF VERTICAL AND HORIZONTAL SHEATHING SHALL FIRST BE
<br />APPROVED BY THE INSPECTOR PRIOR TO COVERING.
<br />NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY
<br />SHOWN ON APPROVED PLANS.
<br />MAXIMUM MOISTURE CONTENT OF ALL MUMBER SHALL BE 19%.
<br />BOLT HOLES TO BE NOMINAL DIAMETER OF BOLT PLUS 1/16 INCH UNLESS NOTED
<br />OTHERWISE. PROVIDE WASHERS UNDER HEAD AND NUTS OF BOLTS AND LAG
<br />SCREWS.
<br />FRAMING CONNECTIONS SHALL BE "SIMPSON STRONG-TIE".
<br />THE NUMBER OF NAILS CONNECTING LUMBER SHALL NOT BE LESS THAN THE
<br />MINIMUM REQUIRED ON CRC R602.3(1).
<br />ALL NAILS USED ON STRUCTURAL PANELS SHALL BE COMMON NAILS.
<br />PROVIDE CONTINUOUS EDGE SUPPORT ALONG TOP AND BOTTOM OF 2X14 JOISTS.
<br />BUILT-UP FRAMING MEMBERS SHALL BE CONNECTED AS FOLLOWS:
<br /> A. 2-2X 16D AT 12" O.C. STAGGERED TOP AND BOTTOM.
<br /> B. 3-2X 5/8" DIA. M.B. AT 18" O.C. STAGGERED TOP AND BOTTOM.
<br /> C. 4-2X 5/8" DIA. M.B. AT 18" O.C. STAGGERED TOP AND BOTTOM.
<br />PROVIDE DOUBLE JOISTS UNDER PARALLEL PARTITIONS.
<br />PROVIDE SOLID BLOCKING UNDER ALL NON-PARALLEL PARTITIONS.
<br />INSTALL LAG BOLTS BY DRILLING LEAD HOLE 65% TO 75% OF SHANK DIAMETER
<br />AND FULL DIAMETER FOR SHANK PORTION. USE SOAP OR OTHER APPROVED
<br />LUBRICANT ON THREADS. INSTALLATION SHALL BE BY TIGHTENING OF SCREW NOT
<br />BY HAMMERING.
<br />TRUSS JOISTS SHOP DRAWINGS SHALL BE PROVIDED BY THE SUPPLIER AND
<br />SUBMITTED TO THE BULIDING DEPARTMENT FOR APPROVAL PRIOR TO
<br />FABRICATION.
<br />SHOP DRAWINGS SHALL BE STAMPED AND WET SIGNED BY A LICENSED ENGINEER.
<br />DOUBLE TOP PLATES WITH END JOINTS OFFSET BY 48" MIN. FOR STUD WALL
<br />GLULAM/PARALLAM/MICROLAM BEAMS
<br />GLUE LAMINATED BEAMS SHALL BE PER CBC (AITC A190.1 & ASTM 3737) AND
<br />AMERICAN INSTITUTE OF TIMBER
<br />CONSTRUCTION 117. CONBINATION SYMBOLS SHALL BE AS FOLLOWS:
<br /> A) 24F-V4 DF/DF FOR SIMPLE BEAMS
<br /> B) 24F-V8 DF/DF FOR CANTILEVERED BEAMS
<br />PARALLAM BEAMS SHALL BE 2.0E PSL I LEVEL, ICC ESR- 1387
<br />MICROLAM BEAMS SHALL BE 2.0E LVL
<br />LAMINATED BEAMS SHALL BE FABRICATED BY A LICENSED FABRICATOR AND
<br />SHALL BE ACCOMPANIED TO
<br />THE JOB SITE WITH CERTIFICATE OF FABRICATION.
<br />SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR
<br />REVIEW PRIOR TO FABRICATION.
<br />STRUCTURAL AND MISCELLANEOUS STEEL
<br />2.
<br />3.
<br />4.
<br />5.
<br />6.
<br />7.
<br />8.
<br />9.
<br />ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO
<br />A.S.T.M. A-36 AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE
<br />WITH THE A.I.S.C. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND
<br />ERECTION OF STRUCTURAL STEEL FOR BUILDING, LATEST EDITION.
<br />PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A-53 GRADE B.
<br />TUBULAR STEEL SHALL CONFORM TO A.S.T.M. A500 GRADE B.
<br />BOLTS SHALL CONFORM TO A.S.T.M. A-307 UNLESS NOTED OTHERWISE.
<br />SHOP DRAWING SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER
<br />AND BUILDING DEPARTMENT FOR
<br />REVIEW PRIOR TO FABRICATION.
<br />FABRICATION SHALL BE DONE IN THE SHOP OF LICENSED FABRICATORS.
<br />USE ELECTRIC ARC PROCESS WELDING WITH E70XX ELECTRODES.
<br />ALL WELDING SHALL BE DONE IN THE SHOP OF LICENSED FABRICATOR OR
<br />PROVIDE CONTINUOUS SPECIAL INSPECTION BY A RESGISTERED DEPUTY
<br />INSPECTOR.
<br />WHERE A FILLET WELD SYMBOL IS USED IN THE PLANS WITHOUT
<br />INDICATION OF SIZE, THE MINIMUM WELD SIZE AS SPECIFIED IN THE A.I.S.C.
<br />MANUAL OF STEEL CONSTRUCTION SHALL BE USED.
<br />9.ENCLOSED USABLE SPACE UNDER STAIRWAY REQUIRES ONE HOUR
<br />CONSTRUCTION ON ENCLOSED SIDE
<br />17.
<br />1.
<br />2.
<br />PROVIDE HOSE BIBB WITH NON-REMOVABLE BACK FLOW PREVENTED @ DWELLING.
<br />PLUMBING REQUIREMENT:
<br /> NOTES
<br />CONTROL VALVER FOR SHOWER(TUB- SHOWER SHALL BE OF PRESSURE BALANCE
<br />OR THERMOSTATIC MIXING VALVE
<br />MAX. FLOW RATE
<br />WC. = 1.28 GPM.
<br />SHOWER HEAD =1.8 GPM
<br />USE 2- 15 # FEET WHEN STUCCO IS APPLIED OVER PLYWOOD
<br />1.
<br />2.
<br />3.
<br />4.
<br />SHOWERS SHALL BE FINISHED 72" ABOVE DRAIN W/ SURFACE MATERIAL NOT
<br />ADVERSELY EFFECTED BY MOISTURE
<br />5.WATER HEATER MUST HAVE A PRESSURE AND A TEMPERATURE RELIEF VALVE
<br />PLUMBED TO THE OUTSIDE OF THE BUILDING
<br />12" MIN. ACCESS PANEL IS REQUIRED FOR THE BATHTUB TRAP SLIP JOINT.
<br />CLEANOUT IN UNDERFLOOR PIPING SHALL BE EXTENDED TO OR ABOVE THE FLOOR
<br />OR EXTENDED TO THE EXTERIOR OF THE BUILDING UNLESS: AN 18" X30"
<br />CLEARANCE IS PROVIDED FROM THE MEANS OF ACCESS. IN ADDTION, NO CLEAN
<br />OUT SHALL BE MORE THAN 20'-0" FROM THE ACCESS OPENING.
<br />WATER HEATER WILL HAVE AN R-16 BLANKET OR BE RATED FOR R-16
<br />8.
<br />6.
<br />7.
<br />SHOWER AND BATHTUB DOORS AND THE ENCLOSURES TEMPERED GLASS
<br />AT COUNTER SPACE IN KITCHEN AND DINING AREA, RECEPTACLE SHALL BE
<br />PROVIDED AS FOLLOWS:
<br />RECEPTACLE SHALL BE PROVIDED SO THAT NO POINT ALONG THE WALL IS MORE
<br />THAN 24" FROM A RECEPTACLE
<br />RECEPTACLES OUTLETS SHALL BE PLACED @12'-0" MAXIMUM AND SHALL BE
<br />LOCATED WITH 6'-0" OF DOOR OPENINGS.
<br />DETECTORS MUST RECEIVE POWER FROM THE BUILDING WIRING, WITH BATTERY
<br />BACKUP WITHOUT A DISCONNECTING SWITCH, OTHER THAN FOR OVER OVER
<br />CURRENT PROTECTION, EXCEPT THAT IN THE EXISTING PORTION OF AN EXISTING
<br />BUILDING (NOT IN AN ADDITION), THEY MAY BE BATTERY OPERATED (CRC SEC. R314).
<br />3.
<br />RECEPTACLE/OUTLET:
<br />2.
<br />1.
<br />PROVIDE HEATING TO PRODUCE REQUIRED ROOM TEMPERATURE OF 70
<br />DEGREE @ 3 FEET ABOVE FLOOR.
<br />1.
<br />MECHANICAL REQUIREMENT:
<br />SERVICE:
<br />DOORS & WINDOWS
<br />IN ALL BEDROOMS, PROVIDE ON OPENABLE ESCAPE WINDOW MEETING ALL OF THE
<br />FOLLOWING: AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ. FT., A MINIMUN CLEAR 24
<br />INCHES HEIGHT AND 20 INCHES WIDTH AN A SILL HEIGHT NOT OVER 44 INCHES ABOVE
<br />THE FLOOR.
<br />GLAZING ADJACENT TO DOORS, SHALL MEET WITH CRC308.4.2.
<br />STRUCTURE NOTES:
<br />CONCRETE:
<br />REINFORCING STEEL: ASTM A615, GRADE #60. #4 AND SMALLER, GRADE #40.A.
<br />CONCRETE NORMAL WEIGHT WITH COMPRESSIVE STRENGTH OF 3,000 PSI AT 28
<br />DAYS. WATER-CEMENT RATIO 0.45 AND CEMENT TYPE V OR PER SOILS REPORT.
<br />B.
<br />FOR STEM WALLS LONGER THAN 24", PROVIDE #4 VERTICAL BARS @ 24" O.C.C.
<br />LANDING 3 1/2" CONC W/ 6X6 10X10 MESH.STEEL:D.
<br />SHAPED AND PLATE: ASTM A36; TUBE: ASTM A500, GRADE B.1.
<br />BOLTS: ASTM A307.2.
<br />WOOD:
<br />FRAMING MEMBERS : DOUGLAS FIR LARCH (DOC PS20)A.
<br />COLUMNS, BEAMS, HEADERS, AND PLATES : NO 1B.
<br />STUDS, JOISTS, RAFTERS, BLOCKINGS: NO 2C.
<br />WALL SILLS, NAILERS, AND LEDGERS IN CONTACT WITH CONCRETE: PRESERVATIVE
<br />TREATED DOUGLAS FIR.
<br />D.
<br />FRAMING CONNECTION HARDWARE: AS MANUFACTURED BY SIMPSON STRONGTIE
<br />CO. OR APPROVED EQUIVALENTS. SIMPSON DESIGNATIONS USED. USE NAILS PER
<br />ICC APPROVAL AND AS RECOMMENDED BY SIMPSON FOR EACH DEVICE.
<br />E.
<br />COMMON NAILS, UNLESS OTHERWISE NOTED, ALL NAILING TO BE PER CRC TABLE
<br />R602.3(1), UNLESS OTHERWISE NOTED.
<br />F.
<br />EXPOSED TO WEATHER:
<br />ALL EXPOSED STEEL MEMBERS SHALL BE COATED WITH A ZINC RICH PRIMER.A.
<br />ALL EXTERIOR HANGERS AND OTHER SIMPSON TYPE PRODUCTS SHALL BE GALVANIZED.B.
<br />ALL PLYWOOD SHALL BE OF AN EXP. 1 GRADE.C.
<br />FRAMING:
<br />DOUBLE FLOOR JOISTS REQUIRED UNDER PARALLEL BEARING WALLS.A.
<br />APPLY CONT. LINE OF GLUE TO FLOOR PANELS AT ALL JOIST.B.
<br />BLOCKING ARE REQUIRED AT ALL SHEAR WALL PANEL EDGES.C.
<br />CONSTRUCT OF PLYWOOD SHEAR WALL SHALL BE WITH COMMON NAILS ONLY.D.
<br />HOLD DOWN BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL
<br />HAVE TOLERANCE OF NO MORE THAN 1/16".
<br />E.
<br />ALL POSTS WITH HOLD DOWNS OR UPLIFT STRAPS SHALL HAVE CONTINUOUS
<br />EDGE NAILING.
<br />F.
<br />ALL ANCHOR BOLTS SHALL BE ATTACHED TO THE SILL PLATE WITH 3"X3"X.229"
<br />STEEL PLATE WASHERS.
<br />G.
<br />HORIZONTAL PLYWOOD SHEARTHING:
<br />VERTICAL PLYWOOD SHEATHING: (DOC PS1 OR PS2) (SEE SCHEDULE).A.
<br />EXTERIOR STUCCO NOTES: CRC SECTION R703
<br />STUCCO LATH AND DRYWALL SHALL BE NAILED TO ALL STUDS AND TO
<br />TOP AND BOTTOM PLATES
<br />A.
<br />7.FOUNDATION PLATES OR SILLS BOLTED WITH 5/8" DIA. X 12" ANCHOR BOLTS W/ 7"
<br />MIN. EMBEDMENT AT NOT MORE THAN 4'-0" O.C. ONE BOLT IS REQUIRED WITHIN 12"
<br />OF EACH END OF EACH MEMBER AND A MIN. OF 2 BOLTS ARE REQUIRED PER
<br />MEMBER (SEC. 2304.3.4 CBC).
<br />FASTENERS SHALL BE HOT- DIPPED ZINC- COATED GALVANIZED STEEL.
<br />CONCRETE: f'c=4500 PSI, w/c=0.45 AND TYPE V CEMENT
<br />8.
<br />1.
<br />2.
<br />FOUNDATION
<br />4.
<br />5.
<br />6.
<br />IN LIEU OF A SOIL REPORT, FOUNDATION HAVE BEEN DESIGNED USING MAX ALLOWABLE
<br />SOIL BEARING CAPACITY OF 1,500 PSI.
<br />FOUNDATION DESIGN IS BASED ON NON-EXPANSIVE SOIL.
<br />EXISTING FOUNDATIONS ARE ASSUMED TO BE IN GOOD CONDITION. CONTRACTOR SHALL
<br />NOTIFY THE ENGINEER OF ANY FOUNDATION WITH SIGNIFICANT SETTLEMENT, SEVERE
<br />CRACKING OR ANY INDICATION OF STRUCTURAL FAILURE OR DISTRESS OR DEFECT.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, FENCE ENCLOSURES AND
<br />PROTECTION LIFE AND PROPERTY UNTIL THE PROJECT IS COMPLETE.
<br />3.
<br />THE ARCHITECTURAL FLOOR PLAN AND NOTIFY THE PROJECT DESIGNER OF ANY
<br />DISCREPANCIES PRIOR TO STARTING WORK.
<br />TREATED LUMBER CONFORMING TO (CRC) FOR FOUNDATION PLATES AND SILL
<br />1.
<br />2.
<br />3.
<br />5.
<br />7.
<br />8.
<br />6.
<br />ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2022 CALIFORNIA
<br />RESIDENTIAL CODES AND ALL AMENDMENTS AND LOCAL, COUNTY, STATE AND
<br />FEDERAL REGULATIONS.
<br />THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL
<br />TRADES AND SHALL CHECK ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO
<br />BID AND SIGNING OF CONTRACT. ALL DISCREPANCIES SHALL BE CALLED TO THE
<br />ATTENTION OF THE ARCHITECT AND ENGINEER AND BE RESOLVED IN WRITING
<br />BEFORE PROCCEDING WITH THE WORK.
<br />GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB
<br />EXCEPT WHERE THEY ARE IN CONFLICT WITH DETAILS AND NOTES ON OTHER
<br />DOCUMENTS; THE MORE STRICT CONDITION APPLIES SUBJECT TO REVIEW BY THE
<br />ENGINEER.
<br />ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITION WERE
<br />CAREFULLY TAKEN IN THE FIELD BUT WITHOUT GUARANTEE OF ACCURACY. WHERE
<br />ACTUAL CONDITIONS ARE IN CONFLICT WITH THE PLANS, THEY SHALL BE
<br />REPORTED TO THE ENGINEER SO THAT PROPER CHANGES CAN BE MADE.
<br />REQUIRED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND THE
<br />BUILDING DEPARTMENT FOR REVIEW.
<br />MODIFICATION OF STRUCTURAL PLANS AND MATERIAL SUBSTITUTIONS SHALL NOT
<br />BE DONE WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
<br />THE APPROVED PLANS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE
<br />AND DO NOT INCLUDE THE METHODS OF CONSTRUCTION. THE CONTRACTOR
<br />SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE
<br />FOR CONSTRUCTION METHODS, MEANS, TECHINQUES, SEQUENCES AND
<br />PROCEDURES INCLUDING BUT NOT LIMITED TO SHORING, INSURANCE, FENCING,
<br />CONSTRUCTION CANOPY, SCAFFOLDING ETC. FIELD OBSERVATIONS BY THE
<br />ENGINEER SHALL NOT BE CONSIDERD AS INSPECTIONS AS REQUIRED BY THE
<br />CODE.
<br />REFER TO THE ARCHITECTURAL PLANS FOR DIMENSIONS, OPENINGS, LAYOUT ETC.
<br />4.
<br />REINFORCING STEEL
<br />1.
<br />2.
<br />3.
<br />4.
<br />5.
<br />6.
<br />7.
<br />9.
<br />8.
<br />REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO THE REQUIREMENTS OF
<br />A.S.T.M. A-615
<br />GRADE 60 FOR BARS LARGER THAN #4, GR.40 FOR #4 OR SMALLER.
<br />WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A-82 AND A-185 . LAP 12 INCHES MINIMUM.
<br />DELTAILING,FABRICATION AND ERECTION OF REINFORCING BARS SHALL CONFORM TO THE
<br />LATEST EDITION OF A.C.I.
<br />MANUAL OF STANDARD PRACTICE FOR DETAILING AND REINFORCED CONCRETE
<br />STRUCTURES.
<br />MINIMUM COVER FORCAST IN PLACE CONCRETE SHALL BE AS FOLLOWS:
<br /> A. POURED AGAIN EARTH 3 INCHES
<br /> B. POURED AGAIN FORM BELOW GRADE 2 INCHES
<br /> C. FORMED SLABS 3/4 INCH
<br /> D. SLAB ON GRADE, TOP COVER 1 INCH
<br /> E. COLUMN AND BEAM MAIN BARS 1-1/2 INCHES
<br /> F. WALLS EXPOSED TO WEATHER # 6 AND LARGER 2 INCHES
<br /> # 5 AND SMALLER 1-1/2 INCHES
<br />BARS SHALL BE CLEAN OF RUST, GREASE AND OTHER DELETERIOUS MATERIAL THAT MAY
<br />AFFECT BOND.
<br />ALL BEND SHALL BE MADE COLD.
<br />LAP SPLICE LENGTH SHALL BE 40 BARS DIAMETERS MINIMUM AND SHALL BE STAGGERED.
<br />ALL REINFORCING BARS, EMBEDS, ANCHOR BOLTS, HOLDOWNS ETC. SHALL BE SECURED IN
<br />PLACE PRIOR TO PLACEMENT OF CONCRETE.
<br />CODE REQUIRED INSPECTIONS BY JURISTDICTION AUTHORITY SHALL BE MADE AN SIGNED
<br />OFF PRIOR TO PLACEMENT OF CONCRETE.
<br />3.5.0 SQ. FT. AT GRADE LEVEL.
<br />USE GRADE "D" PAPER BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD (CRC).B.
<br />ELECTRICAL REQUIREMENT:
<br />A, B, C
<br />BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO
<br />TOP PLATE OR OTHER FRAMING BELOW
<br />1 TOE NAIL
<br />EACH END TOE NAIL
<br />6" O.C. FACE NAIL
<br />PER JOIST, TOE NAIL2
<br />3
<br />STUD TO STUD (NOT AT BRACED WALL PANELS)8
<br />24" O.C. FACE NAIL
<br />16" O.C. FACE NAIL
<br />STUD TO STUD AND ABUTTING STUDS AT INTERSECTING
<br />WALL CORNERS (AT BRACED WALL PANELS)
<br />9 12" O.C. FACE NAIL
<br />16" O.C. FACE NAIL
<br />BUILT-UP HEADER (2" TO 2" HEADER WITH 1/2" SPACER)10 16" O.C. EACH EDGE FACE NAIL
<br />12" O.C. EACH EDGE FACE NAIL
<br />CONTINUOUS HEADER TO STUD11 TOE NAIL
<br />TOP PLATE TO TOP PLATE13
<br />DOUBLE TOP PLATE SPLICE FACE NAIL ON EACH SIDE
<br />OF END JOINT (MINIMUM
<br />24" LAP SPLICE LENGTH
<br />EACH SIDE OF END JOINT)
<br />BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR
<br />BLOCKING (NOT AT BRACED WALL PANELS)
<br />15
<br />BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR
<br />BLOCKING (AT BRACED WALL PANEL)
<br />16 16" O.C. FACE NAIL
<br />TOP OR BOTTOM PLATE TO STUD17
<br />TOE NAIL
<br />END NAIL
<br />TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS18 FACE NAIL
<br />1" BRACE TO EACH STUD AND PLATE19 FACE NAIL
<br />1" X 6" SHEATHING TO EACH BEARING20 FACE NAIL
<br />1" X 8" AND WIDER SHEATHING TO EACH BEARING21 FACE NAIL
<br />JOIST TO SILL, TOP PLATE OR GIRDER22 TOE NAIL
<br />RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP
<br />PLATE (ROOF APPLICATIONS ALSO)
<br />23
<br />4" O.C. TOE NAIL
<br />6" O.C. TOE NAIL
<br />1" X 6" SUBFLOOR OR LESS TO EACH JOIST24 FACE NAIL
<br />14
<br />2" SUBFLOOR TO JOIST OR GIRDER25 BLIND AND FACE NAIL
<br />2" PLANKS (PLANK & BEAM — FLOOR & ROOF)26 AT EACH BEARING,
<br />FACE NAIL
<br />BAND OR RIM JOIST TO JOIST27 END NAIL
<br />BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER
<br />LAYERS
<br />28
<br />FACE NAIL AT ENDS
<br />AND AT EACH SPLICE
<br />NAIL EACH LAYER AS
<br />FOLLOWS: 32" O.C. AT TOP
<br />& BOTTOM & STAGGERED.
<br />24" O.C. FACE NAIL AT TOP
<br />& BOTTOM STAGGERED
<br />ON OPPOSITE SIDES
<br />LEDGER STRIP SUPPORTING JOISTS OR RAFTERS29 AT EACH JOIST OR
<br />RAFTER, FACE NAIL
<br />BRIDGING TO JOIST30 EACH END, TOE NAIL
<br />A, B, C
<br />H C, E
<br />3/8" – 1/2"31
<br />6D COMMON OR DEFORMED (2" x 0.113" x 0.266" HEAD); OR
<br />2 3/8" x 0.113" x 0.266" HEAD NAIL (SUBFLOOR, WALL)
<br />8D COMMON (2 1/2" X 0.131") NAIL (ROOF)' OR
<br />RSRS-01 (2 3/8" x 0.113") NAIL (ROOF)
<br />8D COMMON (2 1/2" X 0.131") NAIL (SUBFLOOR, WALL)
<br />10D COMMON (3" X 0.148") NAIL; OR
<br />8D (2 1/2" X 0.131") DEFORMED NAIL
<br />1 1/2" x 0.120" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER; OR
<br />1 1/4" LONG 16 GA. STAPLE WITH 7/16" OR 1" CROWN
<br />1 3/4" x 0.120" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER; OR
<br />1 1/4" LONG 16 GA. STAPLE WITH 7/16" OR 1" CROWN
<br />1 1/2" x 0.120" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER; OR
<br />1 1/4" LONG 16 GA.;
<br />8D COMMON (2 1/2" X 0.131") NAIL
<br />8D DEFORMED (2 1/2" X 0.131") NAIL; OR
<br />10D COMMON (3" X 0.148" ) NAIL; OR
<br />DEFORMED (2" X 0.113"); OR
<br />I 6 6 F
<br />6 12
<br />9/32" – 3/4"32
<br />7/8" – 1 1/4"33
<br />G
<br />1/2" STRUCTURAL CELLULOSIC
<br />FIBERBOARD SHEATHING
<br />34
<br />3 6
<br />3 6
<br />7 7
<br />7 7
<br />25/32" STRUCTURAL CELLULOSIC
<br />FIBERBOARD SHEATHING
<br />35
<br />1/2" GYPSUM SHEATHING36
<br />5/8" GYPSUM SHEATHING37
<br />D
<br />D
<br />6 12
<br />6 12
<br />6 12
<br />3/4" AND LESS38
<br />7/8" – 1"39
<br />1 1/8" – 1 1/4"40
<br />FOR SI: 1 INCH = 25.4 MM, 1 FOOT = 304.8 MM, 1 MILE PER HOUR = 0.447 M/S; 1 KSI = 6.895 MPa.
<br />A. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING
<br />CONNECTIONS ARE CARBON STEEL AND SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF 0.192
<br />INCH (20D COMMON NAIL), 90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 KSI FOR SHANK
<br />DIAMETERS OF 0.142 INCH OR LESS. CONNECTIONS USING NAILS AND STAPLES OF OTHER MATERIALS, SUCH AS STAINLESS STEEL, SHALL BE DESIGNED
<br />BY ACCEPTED ENGINEERING PRACTICE OR APPROVED UNDER SECTION R104.11.
<br />B. SRSRS-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F1667.
<br />C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER.
<br />D. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY.
<br />E. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2).
<br />F. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF
<br />ROOF EDGES AND RIDGES, NAILS SHALL BE SPACED AT 4 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH IN
<br />EXPOSURE B OR GREATER THAN 110 MPH IN EXPOSURE C.
<br />G. GYPSUM SHEATHING SHALL CONFORM TO ASTM C1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C1280OR GA 253. FIBERBOARD SHEATHING
<br />SHALL CONFORM TO ASTM C208.
<br />H. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING
<br />AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING
<br />MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT
<br />BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID
<br />BLOCKING.
<br />I. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON ONE SIDE
<br />OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF
<br />THE RAFTER SHALL NOT BE REQUIRED.
<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
<br />16D BOX (3-1/2" X 0.162"); OR
<br />3" X 0.131" NAILS
<br />2-8D COMMON (2 1/2" X 0.131") OR
<br />2-3" X 0.131" NAILS
<br />2-16D COMMON (3-1/2" X 0.162"); OR
<br />3-3" X 0.131" NAILS
<br />4-3" X 0.131" NAILS
<br />16D COMMON (3 1/2" X 0.162")
<br />10D BOX (3" X 0.128"); OR
<br />3" X 0.131" NAILS
<br />16D BOX (3 1/2" X 0.135"); OR
<br />3" X 0.131" NAILS
<br />16D COMMON (3 1/2" X 0.162")
<br />16D COMMON (3 1/2" X 0.162")
<br />16D BOX (3 1/2" X 0.135")
<br />5-8D BOX (2 1/2" X 0.113"); OR
<br />4-8D COMMON (2 1/2" X 0.131"); OR
<br />4-10D BOX (3" X 0.128")
<br />16D COMMON (3 1/2" X 0.162")
<br />3" X 0.131" NAILS
<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
<br />3-16D BOX (3 1/2" X 0.135"); OR
<br />2-16D COMMON (3 1/2" X 0.162"); OR
<br />4-3" X 0.131" NAILS
<br />4-8D BOX (2 1/2" X 0.113"); OR
<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
<br />3-16D BOX (3 1/2" X 0.135"); OR
<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
<br />3-10D BOX (3" X 0.128"); OR
<br />2-16D COMMON (3 1/2" X 0.162"); OR
<br />3-3" X 0.131" NAILS
<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 STAPLES 1 3/4"
<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 />3-8D 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 />WIDER THAN 1" X 8"
<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 />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
<br />8D BOX (2 1/2" X 0.113")
<br />8D COMMON (2 1/2" X 0.131"); OR
<br />10D BOX (3" X 0.128"); OR
<br />3" X 0.131" NAILS
<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 />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 />3-16D COMMON (3 1/2" X 0.162"); OR
<br />4-10 BOX (3" X 0.128"); OR
<br />4-3" X 0.131" NAILS; OR
<br />4-3" X14 GA. STAPLES, 7/16" CROWN
<br />20D COMMON (4" X 0.192"); OR
<br />10D BOX (3" X 0.128"); OR
<br />3" × 0.131" NAILS
<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
<br />4-16D BOX (3 1/2" X 0.135"); OR
<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
<br />2-10D BOX (3" X 0.128"); OR
<br />2 STAPLES, 1" CROWN, 16 GA., 1 3/4" LONG
<br />3 STAPLES, 1" CROWN, 16 GA., 1 3/4" LONG
<br />4 STAPLES, 1" CROWN, 16 GA., 1 3/4" LONG
<br />2 STAPLES, 1" CROWN, 16 GA., 1 3/4" LONG
<br />TABLE R602.3(1) FASTENER SCHEDULE -CRC 2022
<br />BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL
<br />TOP PLATES, TO RAFTER OR TRUSS
<br />END NAIL
<br />FLAT BLOCKING TO TRUSS AND WEB FILLER
<br />CEILING JOISTS TO TOP PLATE
<br />4-8D BOX (2-1/2" X 0.113"); OR
<br />3-8D COMMON (2-1/2" X 0.131"); OR
<br />3-8D BOX(3" X 0.128"); OR
<br />3-3" X 0.131" NAILS
<br />CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER,
<br />LAPS OVER PARTITIONS [SEE SECTIONS R802.5.2
<br />AND TABLE R802.5.2(1)]
<br />FACE NAIL
<br />4-10D BOX (3" X 0.128"); OR
<br />3-16D COMMON (3 1/2" X 0.162");OR
<br />CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL
<br />JOINT) [SEE SECTIONS R802.5.2 AND TABLE R802.5.2(1)]
<br />4 FACE NAILTABLE R802.5.2(1)
<br />COLLAR TIE TO RAFTER, FACE NAIL5 FACE NAIL
<br />EACH RAFTER
<br />4-10D BOX (3" X 0.128"); OR
<br />3-10D COMMON (3" X 0.148"); OR
<br />4-3" X 0.131" NAILS
<br />RAFTER OR ROOF TRUSS TO PLATE6 2 TOE NAILS ON ONE SIDE
<br />AND 1 TOE NAIL ON
<br />OPPOSITE SIDE OF EACH
<br />RAFTER OR TRUSS
<br />3-16D BOX NAILS (3 1/2"X0.135"); OR
<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 I
<br />ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS
<br />OR ROOF RAFTER TO MINIMUM 2" RIDGE BEAM
<br />7 TOE NAIL
<br />4-16D BOX (3 1/2" X 0.135"); OR
<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
<br />3-16D BOX 3 1/2" X 0.135"); OR
<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
<br />END NAIL
<br />ADJACENT FULL-HEIGHT STUD TO END OF HEADER12
<br />4-16D BOX (3 1/2" X 0.135"); OR
<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
<br />END NAIL
<br />10D BOX (3" X 0.128"); OR
<br />16" O.C. FACE NAIL
<br />12" O.C. FACE NAIL
<br />16" O.C. FACE NAIL
<br />12" O.C. FACE NAIL
<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
<br />2-8D COMMON (2 1/2" X 0.131"); OR
<br />2-3" X 0.131" NAILS
<br />6 6 FB
<br />6 12
<br />8D COMMON (2 1/2" X 0.131") NAIL (ROOF); OR
<br />RSRS-01; (2 3/8" x 0.113") NAIL (ROOF)B 6 6 F
<br />DEFORMED 2 3/8" x 0.113" x 0.266" HEAD (WALL OR SUBFLOOR)6 12
<br />STAPLE GALVANIZED, 1 1/2" LONG; 7/16" OR 1" CROWN OR 1 1/4"
<br />SCREWS, TYPE W OR S
<br />1 3/4" x 0.120" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER; OR
<br />1 1/4" LONG 16 GA.;
<br />STAPLE GALVANIZED, 1 1/2" LONG; 7/16" OR 1" CROWN OR 1 1/4"
<br />SCREWS, TYPE W OR S
<br />DEFORMED (2 1/2" X 0.120") NAIL
<br />DEFORMED (2" X 0.113"); OR
<br />DEFORMED (2 1/2" X 0.120") NAIL
<br />DEFORMED (2" X 0.113"); OR
<br />DEFORMED (2 1/2" X 0.120") NAIL; OR
<br />9.
<br />SCALE:
<br />DRAWN BY:
<br />DATE:
<br />PLAN CHECK
<br />DRAWING TITLE:
<br />DATEREVISIONS:
<br />HN
<br />12-11-2024
<br />AS NOTED
<br />00-00-0000
<br />SHEET NO. OF SHEETS
<br />DATE
<br />00-00-2024--------
<br />00-00-0000
<br />00-00-0000
<br />00-00-0000
<br />00-00-0000
<br />CONSULTANT:
<br />21
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<br />RESIDENTIAL PROJECT FOR:
<br />210 W. HARVEY AVE.(ADU),
<br />SANTA ANA, CA 92707
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<br />Exp. date:
<br />STATE OF CALIFORNIACIVIL
<br />REGISTERED PROFESS IONAL ENGINEER
<br />HUE C . LUI
<br />C-66754
<br />9/26
<br />1/29/2025
<br />HA NGUYEN - 1/29/2025
<br />GENERAL
<br />NOTES
<br />02 11
<br />GN
<br />210 W Harvey Ave
<br />Unit #24/22/2025
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