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CITY OF SANTA ANA
<br />GENERAL NOTES
<br />1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2022
<br />CALIFORNIA RESIDENTIAL GORES AND ALL AMENDMENTS AND LOCAL,
<br />COUNTY, STATE AND FEDERAL REGULATIONS.
<br />2. THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATING THE WORK OF
<br />ALL TRADES AND SHALL CHECK ALL DIMENSIONS AND EXISTING
<br />CONDITIONS PRIOR TO BID AND SIGNING OF CONTRACT. ALL
<br />DISGREPANGIE5 SHALL BE GALLED TO THE ATTENTION OF THE ARCHITECT
<br />AND ENGINEER AND BE RESOLVED IN WRITING BEFORE PROCEEDING WITH
<br />THE WORK.
<br />3. GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF
<br />THE JOB EXCEPT WHERE THEY ARE IN CONFLICT WITH DETAILS AND NOTES
<br />ON OTHER DOCUMENTS; THE MORE STRICT CONDITION APPLIES SUBJECT
<br />TO REVIEW BY THE ENGINEER.
<br />4. ALL INFORMATION 5HOWN ON THE PLANS RELATIVE TO EXISTING
<br />CONDITION WERE CAREFULLY TAKEN IN THE FIELD BUT WITHOUT
<br />GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS ARE IN CONFLICT
<br />WITH THE PLANS, THEY SHALL BE REPORTED TO THE ENGINEER 50 THAT
<br />PROPER CHANGES CAN BE MADE.
<br />5. REQUIRED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND
<br />THE BUILDING DEPARTMENT FOR REVIEW.
<br />6. MODIFICATION OF STRUCTURAL PLANS AND MATERIAL SUBSTITUTIONS
<br />SHALL NOT BE DONE WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
<br />7. THE APPROVED PLANS AND SPECIFICATIONS REPRESENT THE FINISH
<br />STRUCTURE AND DO NOT INCLUDE THE METHODS OF CONSTRUCTION. THE
<br />CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE
<br />SOLELY RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS,
<br />TECHNIQUE5, 5EQUENCE5 AND PROCEDURES INCLUDING BUT NOT LIMITED
<br />TO SHORING, INSURANCE, FENCING, CONSTRUCTION CANOPY,
<br />SCAFFOLDING ETC. FIELD OB5ERVATION5 BY THE ENGINEER SHALL NOT
<br />BE CONSIDERS AS INSPECTIONS AS REQUIRED BY THE CODE.
<br />5. REFER TO THE ARCHITECTURAL PLANS FOR DIMENSIONS, OPENINGS,
<br />LAYOUT ETC.
<br />9. ENCLOSED USABLE SPACE UNDER STAIRWAY REQUIRES ONE HOUR
<br />CONSTRUCTION ON ENCLOSED SIDE GUARDRAIL ARE REQUIRED AT:
<br />FLOOR AND ROOF OPENINGS, ADJACENT TO PORCH, BALCONIES EDGE5
<br />OF OCCUPIED ROOFS, ETC. (WITH A DROP OF MORE THAN 30"). SPECIFY
<br />36" MIN. HEIGHT AND 6" MAX. SPACING AT BALUSTER.
<br />10. DE516N THE RAILS AND SUPPORTING ELEMENTS FOR 2022.
<br />HORIZONTALLY AT THE TOP OF THE RAIL. PROVIDE DETAILS OF
<br />ATTACHMENT AND ANCHORAGE TO BUILDING FRAME (TABLE 1 6-B, UBC).
<br />1 1. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM 15
<br />PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, 501L
<br />PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTER WATER
<br />GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES
<br />SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET,
<br />GUTTER OR STORM DRAIN SYSTEM.
<br />FRAMING LUMBER
<br />1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH OF THE
<br />FOLLOWING MINIMUM GRADES:
<br />A. 2X FRAMING INCLUDING PLATES AND STUDS NO. 2
<br />B. 4X BEAMS AND HEADERS UP TO 4X 12 NO. 2
<br />C. LARGER THAN 4X 12 AND POSTS NO. 1
<br />D. 6X AND LARGER BEAMS NO. 1
<br />2. STRUCTURE PANELS SHALL BE DOUGLA5 FIR CONFORMING TO U.S.
<br />PRODUCT STANDARD PS- 1 -95 CD WITH EXTERIOR GLUE, AND SHALL
<br />BEAR THE STAMP OF AN APPROVED FABRICATOR.
<br />3. INSTALLATION OF VERTICAL AND HORIZONTAL SHEATHING SHALL
<br />FIRST BE APPROVED BY THE INSPECTOR PRIOR TO COVERING.
<br />4. NO STRUCTURAL MEMBER SHALL BE GUT OR NOTCHED UNLESS
<br />SPECIFICALLY 5HOWN ON APPROVED PLANS.
<br />5. MAXIMUM MOISTURE CONTENT OF ALL NUMBER SHALL BE 1 q%.
<br />6. BOLT HOLES TO BE NOMINAL DIAMETER OF BOLT PLUS 1 / 16 INCH
<br />UNLE55 NOTED OTHERWISE. PROVIDE WASHERS UNDER HEAD AND
<br />NUTS OF BOLTS AND LAG SCREWS.
<br />7. FRAMING CONNECTIONS SHALL BE "SIMPSON STRONG -TIE".
<br />5. THE NUMBER OF NAILS CONNECTING LUMBER SHALL NOT BE LE55 THAN
<br />THE MINIMUM REQUIRED ON CRC. TABLE R602.3(1)
<br />9. ALL NAILS USED ON STRUCTURAL PANELS SHALL BE COMMON NAILS.
<br />10. PROVIDE CONTINUOUS EDGE SUPPORT ALONG TOP AND BOTTOM OF
<br />2X 14 JOISTS.
<br />1 1. BUILT-UP FRAMING MEMBERS SHALL BE CONNECTED AS FOLLOWS:
<br />A. 2-2X 1 6D AT 1 2" O.G. STAGGERED TOP AND BOTTOM.
<br />B. 3-2X 5/5" DIA. M.B. AT 15" O.G. STAGGERED TOP AND BOTTOM.
<br />C. 4-2X 5/5" DIA. M.B. AT 1 8" O.G. STAGGERED TOP AND BOTTOM.
<br />12. PROVIDE DOUBLE JOISTS UNDER PARALLEL PARTITIONS.
<br />13. PROVIDE SOLID BLOCKING UNDER ALL NON -PARALLEL PARTITIONS.
<br />14. INSTALL LAG BOLTS BY DRILLING LEAD HOLE 65% TO 75% OF SHANK
<br />DIAMETER AND FULL DIAMETER FOR SHANK PORTION. USE SOAP OR
<br />OTHER APPROVED LUBRICANT ON THREADS. INSTALLATION SHALL BE
<br />BY TIGHTENING OF SCREW NOT BY HAMMERING.
<br />15. TRUSS JOISTS SHOP DRAWINGS SHALL BE PROVIDED BY THE
<br />SUPPLIER AND SUBMITTED TO THE BUILDING DEPARTMENT FOR
<br />APPROVAL PRIOR TO FABRICATION.
<br />16. SHOP DRAWINGS SHALL BE STAMPED AND WET SIGNED BY A LICENSED
<br />ENGINEER.
<br />17. DOUBLE TOP PLATES WITH END JOINTS OFFSET BY 45" MIN. FOR STUD
<br />WALL (CRC SEC. R602.3(1 )).
<br />GLULAM / PARALLAM /
<br />MICROLAM BEAMS
<br />1. GLUE LAMINATED BEAMS SHALL BE PER GBC SECTION 2505.1.5 (AITC
<br />A 1 90.1 $ A5TM 3 7 3 7) AND AMERICAN INSTITUTE OF TIMBER
<br />2. CONSTRUCTION 1 1 7. COMBINATION SYMBOLS SHALL BE AS FOLLOWS:
<br />A) 24F-V4 DF/DF FOR SIMPLE BEAMS
<br />B) 24F-VS DF/DF FOR CANTILEVERED BEAMS
<br />3. PARALLAM BEAMS SHALL BE 2.OE P5L I LEVEL, (IGG# E5R- 1 387)
<br />4. MICROLAM BEAMS SHALL BE 2.OE LVL
<br />5. LAMINATED BEAMS SHALL BE FABRICATED BY A LICENSED FABRICATOR
<br />AND SHALL BE ACCOMPANIED TO
<br />6. THE JOB 51TE WITH CERTIFICATE OF FABRICATION.
<br />SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER
<br />FOR REVIEW PRIOR TO FABRICATION.
<br />CONCRETE
<br />1. THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,000
<br />P51 @ 25 DAYS UNLESS
<br />2. USE TYPE V CEMENT AS REQUIRED AGAINST SULFATE ATTACK. WATER -
<br />CEMENT RATIO= 0.45
<br />REINFORCING STEEL
<br />1. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO THE
<br />REQUIREMENTS OF A.S.T.M. A-6 1 5 GRADE 60 FOR BARS LARGER THAN
<br />#4, GR.40 FOR #4 OR SMALLER. WELDED WIRE FABRIC SHALL CONFORM
<br />TO A.5.T.M. A-52 AND A- 155. LAP 12 INCHES MINIMUM.
<br />2. DELTAILING,FABRIGATION AND ERECTION OF REINFORCING BARS SHALL
<br />CONFORM TO THE LATEST EDITION OF A.G.I.
<br />3. MANUAL OF STANDARD PRACTICE FOR DETAILING AND REINFORCED
<br />CONCRETE STRUCTURES.
<br />4. MINIMUM COVER FORECAST 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 5/4 INCHES
<br />D. SLAB ON GRADE, TOP COVER 1 INCHES
<br />E. COLUMN AND BEAM MAIN BARS 1- 1 /2 INCHES
<br />F. WALLS EXP05ED TO WEATHER # 6 AND LARGER 2 INCHES
<br /># 5 AND SMALLER 1- 1 /2 INCHES
<br />5. BARS SHALL BE GLEAN OF RUST, GREASE AND OTHER DELETERIOUS
<br />MATERIAL THAT MAY AFFECT BOND.
<br />6. ALL BEND SHALL BE MADE GOLD.
<br />7. LAP SPLICE LENGTH SHALL BE 40 BARS DIAMETERS MINIMUM AND SHALL
<br />BE STAGGERED.
<br />5. ALL REINFORGING BARS, EMBEDS, ANCHOR BOLTS, HOLDOWN5 ETC.
<br />SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE.
<br />9. CODE REQUIRED INSPECTIONS BY JURISDICTIONS AUTHORITY SHALL BE
<br />MADE AN 516NED OFF PRIOR TO PLACEMENT OF CONCRETE.
<br />FOUNDATION
<br />1. A SOIL REPORT FOR THE SITE 15 NOT RECOMMENDED. IN LIEU OF A SOIL
<br />REPORT, FOUNDATION HAVE BEEN DESIGNED USING MAX ALLOWABLE
<br />SOIL BEARING CAPACITY OF 1,500 PSI.
<br />2. FOUNDATION DE51ON 15 BASED ON NON -EXPANSIVE SOIL.
<br />3. EXISTING FOUNDATIONS ARE ASSUMED TO BE IN GOOD CONDITION.
<br />CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY FOUNDATION WITH
<br />SIGNIFICANT SETTLEMENT, SEVERE CRACKING OR ANY INDICATION OF
<br />STRUCTURAL FAILURE OR D15TRE55 OR DEFECT.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, FENCE
<br />ENCLOSURES AND PROTECTION LIFE AND PROPERTY UNTIL THE
<br />PROJECT 15 COMPLETE.
<br />5. THE ARCHITECTURAL FLOOR PLAN AND NOTIFY THE PROJECT DESIGNER
<br />OF ANY DISCREPANCIES PRIOR TO STARTING WORK.
<br />6. TREATED LUMBER CONFORMING TO GRG FOR FOUNDATION PLATES
<br />AND SILL.
<br />7. FOUNDATION PLATES OR 51LL5 BOLTED WITH 5/5" DIA. ANCHOR BOLTS
<br />W/ 7" MIN. EMBEDMENT AT NOT MORE THAN 6-0" O.G. ONE BOLT 15
<br />REQUIRED WITHIN 12" OF EACH END OF EACH MEMBER AND A MIN. OF 2
<br />BOLTS ARE REQUIRED PER MEMBER (GRG SEC. R403.1.6).
<br />5. FASTENERS SHALL BE HOT- DIPPED ZING- COATED GALVANIZED STEEL.
<br />STRUCTURE NOTE:
<br />CONCRETE
<br />A. REINFORCING STEEL: A5TM A6 1 5, GRADE #60. #4 AND SMALLER, GRADE #40.
<br />B. CONCRETE NORMAL WEIGHT WITH COMPRESSIVE STRENGTH 3,000 PSI AT 25
<br />DAYS. CEMENT TYPE V.
<br />G. FOR STEM WALLS LONGER THAN 24", PROVIDE #4 VERTICAL BARS @ 24" O.G.
<br />D. LANDING 3 1 /2" GONG W/ 6X6 1 OX 10 ME5H.5TEEL:
<br />1. SHAPED AND PLATE: ASTM A36; TUBE: A5TM A500, GRADE B.
<br />2. BOLTS: ASTM A307.
<br />WOOD
<br />A. FRAMING MEMBERS: DOUGLAS FIR LARCH.
<br />B. COLUMNS, BEAMS, HEADERS, AND PLATES: NO 1
<br />C. 5TUD5, JOISTS, RAFTERS, BLOCKING: NO 2
<br />D. WALL SILLS, NAILER5, AND LEDGERS IN CONTACT WITH CONCRETE:
<br />PRESERVATIVE TREATED DOUGLA5 FIR.
<br />E. FRAMING CONNECTION HARDWARE: AS MANUFACTURED BY SIMPSON STRONG
<br />TIE CO. OR APPROVED EQUIVALENTS. 51MP50N DESIGNATIONS USED. USE NAILS
<br />PER IGG APPROVAL AND AS RECOMMENDED BY 51MP50N FOR EACH DEVICE.
<br />F. COMMON NAILS, UNLESS OTHERWISE NOTED, ALL NAILING TO BE PER CRC
<br />TABLE R602.3(1 ), UNLESS OTHERWISE NOTED.
<br />EXPOSED TO WEATHER
<br />A. ALL EXPOSED STEEL MEMBERS SHALL BE COATED WITH A ZING RICH PRIMER.
<br />B. ALL EXTERIOR HANGERS AND OTHER 51MP50N TYPE PRODUCTS SHALL BE
<br />GALVANIZED.
<br />C. ALL PLYWOOD SHALL BE OF AN EXP. 1 GRADE.
<br />FRAMING
<br />A. DOUBLE FLOOR JO15T5 REQUIRED UNDER PARALLEL BEARING WALLS.
<br />B. APPLY CONTINUOUS LINE OF GLUE TO FLOOR PANELS AT ALL JOIST.
<br />C. BLOCKING ARE REQUIRED AT ALL SHEAR WALL PANEL EDGES.
<br />D. CONSTRUCT OF PLYWOOD SHEAR WALL SHALL BE WITH COMMON NAILS ONLY.
<br />E. HOLD DOWN BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL
<br />HAVE TOLERANCE OF NO MORE THAN 1 / 1 6".
<br />F. ALL POSTS WITH HOLD DOWNS OR UPLIFT STRAPS SHALL HAVE CONTINUOUS
<br />EDGE NAILING.
<br />G. ALL ANCHOR BOLTS SHALL BE ATTACHED TO THE SILL PLATE WITH
<br />3"X3"X.229" STEEL PLATE WASHERS.
<br />HORIZONTAL PLYWOOD SHEARTHING:
<br />A. ROOF DIAPHRAGM: 1 / 2" C-D EXTERIOR APA RATED 32/ 16, SD @ 6" @ PANEL
<br />EDGES.
<br />B. VERTICAL PLYWOOD SHEATHING: (SEE SCHEDULE).
<br />EXTERIOR STUCCO NOTES: CRC, SECTION R703
<br />A. STUCCO LATH AND DRYWALL SHALL BE NAILED TO ALL 5TUD5 AND TO TOP
<br />AND BOTTOM PLATES
<br />B. USE 2- # 15 FELT BACKING WHEN STUCCO 15 APPLIED OVER PLYWOOD. (CRC)
<br />TABLE 2304.10.2 -- FASTENING SCHEDULE - CBC 2022
<br />DESCRIPTION OF BUILDING ELEMENTS
<br /># AND TYPE OF FASTENER
<br />SPACING AND LOCATION
<br />ROOF
<br />4-5D BOX (2 1 /2" X 0.1 1 3"); OR
<br />1 . BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR
<br />3-5D COMMON (2 1 /2" X 0.1 3 1 "); OR
<br />EACH END, TOENAIL
<br />TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW
<br />3- 1 OD BOX (3" x 0.1 28"); OR
<br />3-3" X 0.1 3 1 " NAILS; OR
<br />3-3" 14 GAGE STAPLES, 'i/ 1 6" GROWN
<br />2-SD COMMON (2 1 /2" X 0.1 3 1 ")
<br />2-3" X 0.1 3 1 " NAILS
<br />EACH END, TOENAIL
<br />BLOCKING BETWEEN RAFTERS OR TRU55 NOT AT THE
<br />2-3" 14 GAGE STAPLES
<br />WALL TOP PLATE, TO RAFTER OR TRU55
<br />2-1 6 D COMMON (3 1 /2" X 0. 1 62")
<br />3-3" X 0. 13 1" NAILS
<br />END NAIL
<br />3-3" 14 GAGE STAPLES
<br />160 COMMON (3 1 /2" X 0. 1 62") @ 6" O.G.
<br />FLAT BLOCKING TO TRUSS AND WEB FILLER
<br />3" X 0.1 3 1 " NAILS @ 6" O.G.
<br />FACE NAIL
<br />3" X 14 GAGE STAPLES @ 6" O.G
<br />4-5D BOX (2 1 /2" X 0.1 1 3"); OR
<br />2. CEILING JOISTS TO TOP PLATE
<br />3-5D COMMON (2 1 /2" X 0.1 3 1 "); OR
<br />EACH JOIST, TOENAIL
<br />3- 1 OD BOX (3" x 0.1 28"); OR
<br />3-3" x 0.1 3 1 " NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/ 1 6" GROWN
<br />3- 1 6D COMMON (3 1 /2" X 0. 1 62"); OR
<br />3. CEILING JOIST NOT ATTACHED TO PARALLEL
<br />4- 1 OD BOX (3" X 0.1 26"); OR
<br />FACE NAIL
<br />RAFTER, LAPS OVER PARTITIONS (NO THRUST)
<br />4-3" X 0.1 3 1"NAILS; OR
<br />(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1)
<br />4-3" 14 GAGE STAPLES, -7/ 1 6" GROWN
<br />4. CEILING J0I5T ATTACHED TO PARALLEL RAFTER (HEEL
<br />PER TABLE 2308.-1.3. 1
<br />FACE NAIL
<br />JOINT) (SEE SECTION 2308.1.3.1, TABLE 2308.7.3. 1 )
<br />3- 1 OD COMMON (3" X 0.1 48"); OR
<br />5. COLLAR TIE TO RAFTER
<br />4- 1 OD BOX (3" X 0.1 28"); OR
<br />FACE NAIL
<br />4-3" X O. 13 1" NAILS; OR
<br />4-3" 14 GAGE STAPLES, '1/ 1 6" GROWN
<br />3- 10 COMMON (3" X 0. 1 48"); OR
<br />3-16D BOX (3 1 /2" X 0.1 35"); OR
<br />2 TOENAILS ON ONE
<br />SIDE AND 1 TOENAIL
<br />6. RAFTER OR ROOF TRU55 TO TOP PLATE
<br />4- 1 OD BOX (3" X 0.1 28"); OR
<br />ON OPPOSITE 51DE OF
<br />(SEE SECTION 2308.7.5, TABLE 2305.-1.5)
<br />4-3" X 0.1 3 1 NAILS; OR
<br />RAFTER OR TRUSS'
<br />4-3" 14 GAGE STAPLES, 7/ 1 6"GROWN
<br />2- 1 6D COMMON (3 1 /2" X 0. 1 62"); OR
<br />3- 1 6D BOX (3 1 /2" X 0.1 35"); OR
<br />END NAIL
<br />3- 1 OD BOX (3" X 0.1 28"); OR
<br />3-3" X 0. 13 1" NAILS; OR
<br />'7. ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS;
<br />3-3" 14 GAGE STAPLES, 7/ 1 6" GROWN
<br />OR ROOF RAFTER TO 2-INCH RIDGE BEAM
<br />3- 1 OD COMMON (3 1 /2" X O. 1 48"); OR
<br />4- 1 6D BOX (3 1 /2" X 0.1 35"); OR
<br />TOENAIL
<br />4- 1 OD BOX (3" X 0.1 28"); OR
<br />4-3" X 0.1 3 1 " NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/ 1 6" GROWN
<br />WALL
<br />1 6D COMMON (3 1 /2" X 0.1 62");
<br />24" O.G. FACE NAIL
<br />8. STUD TO STUD (NOT AT BRACED WALL PANELS)
<br />1 OD BOX (3" X 0. 1 28"); OR
<br />3" X 0.1 3 1 " NAILS; OR
<br />1 6" O.G. FACE NAIL
<br />3-3" 14 GAGE STAPLES, '7/ 1 6" GROWN
<br />1 6D COMMON (3 1 /2" X 0.1 62"); OR
<br />1 6" O.G. FACE NAIL
<br />9. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING
<br />1 6D BOX (3 1 /2" X 0. 1 35"); OR
<br />WALL CORNERS (AT BRACED WALL PANELS)
<br />3" X 0. 13 1 " NAILS; OR
<br />12" O.G. FACE NAIL
<br />3-3" 14 GAGE STAPLES, '7/ 1 6" GROWN
<br />10. BUILT-UP HEADER (2" TO 2" HEADER)
<br />1 6D COMMON (3 1 /2" X 0. 1 62"); OR
<br />1 6" O.G. EACH EDGE,
<br />FACE NAIL
<br />1 6D BOX (3 1 /2" X 0.1 35")
<br />12 .O.G. EACH EDGE,
<br />FACE NAIL
<br />11. CONTINUOUS HEADER TO STUD
<br />4-SD COMMON (2 1 /2" X 0.1 3 1 "); OR
<br />4- 1 OD BOX (3" X 0.1 28"); OR
<br />TOENAIL
<br />5-5D BOX (2 1 /2" X 0.1 1 3")
<br />1 6D COMMON (3 1 /2" X 0. 1 62"); OR
<br />1 6" O.G. FACE NAIL
<br />1 OD BOX (3" X 0.1 28"); OR
<br />12. TOP PLATE TO TOP PLATE
<br />3" X 0.1 3 1 " NAILS; OR
<br />12" O.G. FACE NAIL
<br />3" 14 GAGE STAPLES, 7/ 1 6" GROWN
<br />8- 1 6D COMMON (3 1 /2" X 0.1 62"); OR
<br />EACH 51DE OF END JOINT,
<br />FACE NAIL
<br />15. TOP PLATE TO TOP PLATE, AT END JOINTS
<br />1 2- 1 6D BOX (3 1 /2" X 0.1 35"); OR
<br />(MINIMUM 24" LAP SPLICE
<br />12-3" X 0.1 3 1 " NAILS; OR
<br />LENGTH EACH 51DE OF
<br />END JOINT)
<br />12-3" 14 GAGE STAPLES, 7/ 1 6" GROWN
<br />1 6D COMMON (3 1 /2" X 0. 1 62"); OR
<br />1 6" O.G. FACE NAIL
<br />14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST
<br />1 6D BOX (3 1 /2" X O. 1 35"); OR
<br />OR BLOCKING (NOT AT BRACED WALL PANELS)
<br />3" X 0.1 3 1 " NAILS; OR
<br />12" O.G. FACE NAIL
<br />3" 14 GAGE STAPLES, 7/ 1 6" GROWN
<br />2- 1 6D COMMON (3 1 /2" X 0. 1 62"); OR
<br />15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST
<br />3- 1 6D BOX (3 1 /2" X 0.1 35"); OR
<br />1 6" O.G. FACE NAIL
<br />OR BLOCKING AT BRACED WALL PANELS
<br />4-3" X 0.1 3 1 "NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/ 1 6" GROAN
<br />3- 1 6D BOX (3 1 /2" X 0.1 35"); OR
<br />4-SD COMMON (2 1 /2" x 0. 13 1 "); OR
<br />TOENAIL
<br />4- 1 OD BOX (3" x 0.1 28"); OR
<br />4-3" x 0. 1 3 1" NAILS; OR
<br />16. STUD TO TOP OR BOTTOM PLATE
<br />4-SI7 BOX (2 1 /2" X 0.1 1 3"); OR
<br />4-3" 14 GAGE STAPLES, 7/ 1 6" GROAN
<br />2-1 6D COMMON (3 1 /2" x 0.1 62"); OR
<br />3- 1 6D BOX (3 1 /2" X 0.1 35"); OR
<br />3- 1 OD BOX (3" X 0.1 28"); OR
<br />END NAIL
<br />3-3" x 0.1 3 1 " NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/ 1 6" GROWN
<br />2-1 6D COMMON (3 1 /2" X 0. 1 62"); OR
<br />1 7. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS
<br />3- 1 OD BOX (3" X 0.1 28"); OR
<br />FACE NAIL
<br />3-3" X 0.1 3 1 " NAILS; OR
<br />3-3" 14 GAGE 5TAPLE5, 7/ 1 6" GROAN
<br />3-5D BOX (2 1 /2" X 0. 1 1 3"); OR
<br />1 8. 1 " BRACE TO EACH STUD AND PLATE
<br />2-SD COMMON (2 1 /2" X 0.1 3 1 "); OR
<br />FACE NAIL
<br />2- 1 OD BOX (3" X 0.1 28"); 0
<br />2-3" x 0.1 3 1 " NAILS; OR
<br />2-3" 14 GAGE STAPLES, 7/ 1 6" GROAN
<br />3-5D COMMON (2 1 /2" X 0.1 3 1 "); OR
<br />1 9. 1 " X 6" SHEATHING TO EACH BEARING
<br />2-SD COMMON (2 1 /2" X 0.1 3 1 "); OR
<br />FACE NAIL
<br />2- 1 OD BOX (3" X 0.1 28"); OR
<br />2-1 5/4" 16GAGESTAPLES, 1"GROWN
<br />3-SD COMMON (2 1 /2" X 0.1 3 1 "); OR
<br />3-SD BOX (2 1 /2" X 0.1 1 3"); OR
<br />3- 1 OD BOX (3" X 0.1 28"); OR
<br />3-1 3/4" 16GAGESTAPLES, 1"GROWN
<br />20. 1 " X 8" AND RIDER SHEATHING TO EACH BEARING
<br />FACE NAIL
<br />WIDER THAN 1 " X 8"
<br />3-8D COMMON (2 1 /2" X 0.1 3 1 "); OR
<br />4-817 BOX (2 1 /2" X 0.1 1 3"); OR
<br />3- 1 OD BOX (3" X 0. 1 28"); OR
<br />4-1 3/4" 16GAGESTAPLES, 1"GROWN
<br />FLOOR
<br />4-SD BOX (2 1 /2" X 0.1 1 3"); OR
<br />2 1. J015T TO SILL, TOP PLATE, OR GIRDER
<br />3-8D COMMON (2 1 /2" X 0.1 3 1 "); OR FLOOR
<br />TOE NAIL
<br />3- 1 OD BOX (3" X 0.1 28"); OR
<br />3-3" X 0. 13 1" NAILS; OR
<br />3-3" 14 GAGE 5TAPLE5, 7/ 1 6" GROWN
<br />(GONT/NUE,P)
<br />DESCRIPTION OF BUILDING ELEMENTS
<br /># AND TYPE OF FASTENER
<br />SPACING AND LOCA
<br />ION
<br />SD BOX (2 1 /2" X 0.1 1 3")
<br />4" O.G., TOENAIL
<br />22. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE,
<br />SD COMMON (2 1 /2" X 0.1 3 1 "); OR
<br />SILL OR OTHER FRAMING BELOW
<br />1 OD BOX (3" X 0.1 28"); OR
<br />6" O.G., TOENAIL
<br />3" X 0.1 3 1 " NAILS; OR
<br />3" 14 GAGE STAPLES, 7/ 1 6" GROWN
<br />23. 1 " X 6" SUBFLOOR OR LESS TO EACH JOIST
<br />3-8D BOX (2 1 /2" X 0.1 1 3"); OR
<br />2-5D COMMON (2 1 /2" X 0.1 3 1 "); OR
<br />FACE NAIL
<br />3- 1 OD BOX (3" X 0.1 28"); OR
<br />2-1 5/4" 16GAGESTAPLES, 1"GROWN
<br />24. 2 5UBFLOOR TO J0I5T OR GIRDER
<br />3- 1 6D BOX (3 1 /2" X 0.1 35"); OR
<br />BLIND AND FACE NA
<br />IL
<br />2- 1 6D COMMON (3 1 /2" X 0.1 62")
<br />25. 2" PLANKS (PLANK $ BEAM - FLOOR $ ROOF)
<br />3- 1 6D BOX (3 1 /2" X 0.1 35"); OR
<br />EACH BEARING,
<br />2- 1 6D COMMON (3 1 /2" X 0.1 62")
<br />FACE NAIL
<br />32" O.G., FACE NAIL
<br />T
<br />20D COMMON (4" X 0. 1 92")
<br />TOP AND BOTTOM
<br />STAGGERED ON
<br />OPPOSITE SIDES
<br />1 OD BOX (3" X 0.1 28"); OR
<br />24" O.G. FACE NAIL AT
<br />3" X 0.1 3 1 "NAILS; OR
<br />TOP AND BOTTOM
<br />STAGGERED ON
<br />26. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS
<br />3" 14 GAGE STAPLES, 7/ 1 6" GROWN
<br />OFFO51TE SIDES
<br />AND:
<br />2-20D COMMON (4" X 0. 1 92"); OR
<br />3- 1 OD BOX (3" X 0.1 28"); OR
<br />ENDS AND AT EACH
<br />3-3" X 0.1 3 1 " NAILS; OR
<br />SPLICE, FACE NAIL
<br />3-3" 14 GAGE STAPLES, 'I/ 1 6" GROWN
<br />5-1 6D COMMON (3 1 /2" X O. 1 62"); OR
<br />27. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS
<br />4- 1 6D BOX (3 1 /2" X 0.15 51.); OR
<br />EACH JOIST OR RAFTER,
<br />4- 1 OD BOX (3" X 0. 1 28"); OR
<br />FACE NAIL
<br />4-3" X 0. 13 1" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/ 1 6" GROWN
<br />5-1 6D COMMON (3 1 /2" X 0.1 62"); OR
<br />28. JOIST TO BAND JOIST OR RIM JOIST
<br />4- 1 OD BOX (3" X 0.1 28"); OR
<br />END NAIL
<br />4-3" X 0. 13 1" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/ 1 6" GROWN
<br />2-SD COMMON (2 1 /2" X 0.1 3 1 "); OR
<br />2 ci. BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRU55
<br />2- 1 OD BOX (3" X 0.12 8"); OR
<br />EACH END, TOENAIL
<br />2-3" X 0.1 3 1 " NAILS; OR
<br />2-3" 14 GAGE STAPLES, 7/ 1 6" GROWN
<br />WOOD STRUCTURAL PANELS (WSP), 5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING
<br />AND PARTICLEBOARD WALL SHEATHING TO FRAMING A
<br />EDGES
<br />INTERMEDIATE
<br />(INCHES)
<br />SUPPORTS
<br />(INCHES)
<br />6D COMMON OR DEFORMED (2" X 0.1 1 3")
<br />6
<br />12
<br />2 5/5" X 0.1 15" NAIL (5UBFLOOR AND WALL)
<br />SD COMMON OR DEFORMED (2 1 /2" x 0.1 3 1 "X
<br />0.25 1 " HEAD) (ROOF) OR
<br />6e
<br />6e
<br />30. 3/8" - 1 /2"
<br />R5R5-0 1 (2 5/5" X 0.1 15") NAIL (ROOF) D
<br />1 3/4" 16 GAGE STAPLE, 7/ 1 6" GROWN (SUBFLOOR
<br />4
<br />8
<br />AND WALL)
<br />2 5/5" X 0.1 15" X 0.266" HEAD NAIL (ROOF)
<br />3F
<br />3F
<br />1 5/4" 16 GAGE STAPLE, 7/ 1 6" GROWN (ROOF)
<br />3F
<br />3F
<br />SD COMMON (2 1 /2" X 0. 15 1 "); OR
<br />6
<br />12
<br />51. 1 9/32" - 3/4"
<br />DEFORMED (2" X 0. 1 15") (5UBFLOOR AND WALL)
<br />SD COMMON OR DEFORMED (2 1 /2" X 0.1 3 1 " X
<br />0.25 1 " HEAD) (ROOF) OR
<br />6E
<br />6E
<br />RSR5-0 1 (23/8" x 0.1 1 3") NAIL (ROOF)
<br />2 3/5" X 0. 1 15" X 0.266" HEAD NAIL; OR
<br />4
<br />8
<br />2" 1 6 GAGE STAPLE, 'i/ 1 6" GROWN
<br />32. 7/8" - 1 1 /4"
<br />1 OD COMMON (3" X 0.1 48"); OR
<br />6
<br />12
<br />DEFORMED (2 1 /2" X 0.1 3 1 " X 0.28 1 " HEAD)
<br />OTHER EXTERIOR WALL SHEATHING
<br />1 1 /2" X 0. 1 20", GALVANIZED ROOFING NAIL
<br />33. 1 /2" FIBERBOARD SHEATHING e
<br />0/ 1 6" HEAD DIAMETER); OR
<br />3
<br />6
<br />1 1 /4" 1 6 GAGE STAPLE WITH 7/ 1 6" OR 1"GROWN
<br />1 3/4" X O. 1 20" GALVANIZED ROOFING NAIL
<br />34. 25/32" FIBERBOARD SHEATHINGS
<br />0/ 1 6" DIAMETER HEAD); OR
<br />3
<br />6
<br />1 1 /2" 16 GAGE STAPLE WITH 7/ 1 6" OR 1 " GROWN
<br />WOOD STRUCTURAL PANELS, COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING
<br />SD COMMON (2 1 /2" X 0.1 3 1 "); OR
<br />55. 3/4" AND LE55
<br />DEFORMED (2" X 0. 1 1 3"); OR
<br />6
<br />12
<br />DEFORMED (2" X 0. 1 20")
<br />SD COMMON (2 1 /2" X 0.1 3 1 "); OR
<br />56. 7/8" - 1"
<br />DEFORMED (2 1 /2" X 0.1 3 1 "); OR
<br />6
<br />12
<br />DEFORMED (2 1 /2" X 0.1 20")
<br />1 OD COMMON (3" X 0. 1 48"); OR
<br />3 7. 1 1 /8" - 1 1 /4"
<br />DEFORMED (2 1 /2" X 0. 15 1 "); OR
<br />6
<br />12
<br />DEFORMED (2 1 /2" X 0.1 20")
<br />PANEL SIDING TO FRAMING
<br />6D CORROSION -RESISTANT SIDING
<br />38. 1 /2" OR LE55
<br />(1 7/8" X 0.1 O6"); OR
<br />6
<br />12
<br />6D CORROSION -RESISTANT CASING (2" X 0.09 9")
<br />SD CORROSION -RESISTANT SIDING
<br />3 9. 5/8"
<br />(2 3/8" X 0.1 28"); OR
<br />6
<br />12
<br />SD CORROSION -RESISTANT GASING
<br />(2 1 /2" X 0.1 1 3")
<br />INTERIOR PANELING
<br />4D GASING (1 1 /2" X 0.080"); OR
<br />40. 1 /4"
<br />6
<br />12
<br />4D FINISH (1 1 /2" X 0.072")
<br />6D GASING (2" X 0.099"); OR
<br />41. 3/8"
<br />6D FINISH (2" X 0.092")
<br />6
<br />12
<br />(PANEL SUPPORTS AT 24 INCHES)
<br />FOR 51: 1 INCH = 25.4 MM
<br />A. NAILS 5PAGED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF ROOD
<br />STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR HALLS, REFER TO SECTION 2505. NAILS FOR HALL
<br />SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASINO.
<br />A. NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS AHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD
<br />STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2505. NAILS FOR HALL
<br />SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASINO.
<br />B. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR
<br />NON5TRUCTURAL APPLICATIONS. PANEL SUPPORTS AT 1 6 INCHES (20 INCHES IF STRENGTH AXI5 IN THE LONG DIRECTION OF THE
<br />PANEL, UNLESS OTHERWISE MARKED).
<br />C. WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING JOI5T IN ACCORDANCE WITH THI5 SCHEDULE AND THE CEILING
<br />JOIST 15 FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE
<br />PERMITTED TO BE REDUCED BY ONE NAIL.
<br />D. R5R5-0 1 15 A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F 1 667.
<br />E. TABULATED FASTENER REQUIREMENTS APPLY AHERE THE ULTIMATE DESIGN WIND SPEED 15 LESS THAN 140 MPH. FOR WOOD
<br />STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE -END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48
<br />INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL BE SPACED AT 4 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED
<br />15 GREATER THAN 130 MPH IN EXPOSURE B OR GREATER THAN 1 10 MPH IN EXPOSURE C. SPACING EXCEEDING 6 INCHES ON CENTER
<br />AT INTERMEDIATE SUPPORTS SHALL BE PERMITTED AHERE THE FASTENING IS DESIGNED PER THE AAG NIPS.
<br />F. FASTENING 15 ONLY PERMITTED WHERE THE ULTIMATE PE51ON WIND SPEED 15 LESS THAN OR EQUAL TO 1 10 MPH.
<br />G. NAILS AND STAPLES ARE CARBON STEEL MEETING THE SPECIFICATIONS OF A5TM F 1 667. CONNECTIONS USING NAILS AND STAPLES
<br />OF OTHER MATERIALS, SUCH AS STAINLESS STEEL, SHALL BE DESIGNED BY ACCEPTABLE ENGINEERING PRACTICE OR APPROVED
<br />UNDER SECTION 1 04. 1 1.
<br />F
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<br />nipgana iiaing H ency
<br />N U N
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<br />NGUYENADESIGN/ANTHONY
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<br />TH DOCUMENTS ARE THE
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<br />C I V 1 \- �P
<br />9TF pF CAL\F 09/01/2025
<br />GON5ULTANT:
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<br />V "
<br />[� <
<br />7-
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<br />STRUCTURAL &
<br />GENERAL NOTES
<br />DRAWING TITLE:
<br />PLAN CHECK:
<br />PLAN GHEGK# 10 1 123252
<br />CSC# 4504613
<br />REVISIONS:
<br />DATE
<br />U
<br />OS- 1 1 -2025
<br />09-0 1 -2025
<br />DRAWN BY:
<br />ANTHONY NGUYEN
<br />SCALE:
<br />A5 NOTED
<br />DATE:
<br />09-0 1 -2025
<br />PROJECT NO:
<br />N2403 1 03
<br />SHEET NO.
<br />09 OF
<br />15 SHEETS
<br />
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