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CARPENTRY:
<br />NAILS: CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS WITH THE FOLLOWING PROPERTIES:
<br />PENNYWEIGHT
<br />DIAMETER (INCHES)
<br />LENGTH (INCHES)
<br />TRACKER** COLOR
<br />CODED NAILS
<br />8d
<br />0.131
<br />2-1/2
<br />BLUE
<br />10d
<br />0.148
<br />3
<br />PURPLE
<br />16d
<br />0.162
<br />3-1/2
<br />ORANGE
<br />20d
<br />0.192
<br />4
<br />-
<br />FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY BE USED AT EQUIVALENT
<br />SPACING TO THAT SPECIFIED ON PLANS:
<br />FASTENER TYPE
<br />DIAMETER
<br />LENGTH
<br />EQUIVALENT SPACING
<br />TRACKER** COLOR
<br />(INCHES)
<br />(INCHES)
<br />(INCHES)
<br />CODED NAILS
<br />8d COMMON WIRE
<br />0.131
<br />2-1/2
<br />6
<br />4
<br />3
<br />BLUE
<br />8d "DIPPED GALV. BOX"
<br />0.131
<br />2-1/2
<br />6
<br />4
<br />3
<br />-
<br />8d "SHINY BOX"
<br />0.113
<br />2-1/2
<br />4-1/2
<br />3
<br />2-1/2
<br />YELLOW
<br />12 GA. STAPLES
<br />0.1055
<br />1-7/8*
<br />6
<br />5-1/2
<br />4
<br />-
<br />14 GA. STAPLES
<br />0.080
<br />1-1/2*
<br />6
<br />4
<br />3
<br />-
<br />15 GA STAPLES
<br />0.072
<br />1-1/2*
<br />5
<br />3
<br />2-1/2
<br />-
<br />10d COMMON WIRE
<br />0.148
<br />3
<br />6
<br />4
<br />3
<br />PURPLE
<br />10d "HOT DIPPED GALV. BOX"
<br />0.148
<br />3
<br />6
<br />4
<br />3
<br />-
<br />10d "SHINY BOX"
<br />0.128
<br />3
<br />4-1/2
<br />3
<br />2-1/4
<br />WHITE
<br />*BASED ON 15/32" PLYWOOD OR OSB.
<br />**REFERENCE TO COLOR CODED NAILS PER TRACKERS SYSTEM.
<br />WOOD SHEATHING (STRUCTURAL): SHEATHING SHALL BE PLYWOOD OR ORIENTED STRAND BOARD. PLYWOOD
<br />SHEATHING SHALL BE 5-PLY MINIMUM WHERE INDICATED AS 3/4" OR THICKER. WOOD SHEATHING SHALL BE
<br />"STRUCTURAL I" CONFORMING TO PS1-09 AND/OR PS2-10. ALL PANELS SHALL BEAR THE STAMP OF AN
<br />APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF FRAMING AT 32"O.C.
<br />(48/24); ROOF FRAMING AT 24"O.C. (32/16); WALLS (32/16); FLOORS (48/24) ALL WOOD SHEATHED WALLS SHALL BE
<br />BLOCKED AT ALL PANEL EDGES UNLESS NOTED OTHERWISE.
<br />GLUE -LAMINATED MEMBERS: CONFORM TO ANSI/AITC A190.1. MEMBERS SHALL BE COMBINATION 24F-V4
<br />DOUGLAS FIR (DF) FOR SIMPLE SPANS AND 24F-V8 DF FOR CANTILEVERED SPANS (Fb=2400 PSI, Fv=265 PSI, E=
<br />1.8X10^6 PSI) AND DF COMBINATION 2 FOR COLUMNS. ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED
<br />TO VIEW; INDUSTRIAL APPEARANCE GRADE WHERE NOT EXPOSED TO VIEW. ALL MEMBER TO HAVE EXTERIOR
<br />GLUE AND HAVE AITC OR APA-EWS STAMP. CAMBER AS SHOWN ON STRUCTURAL DRAWINGS.
<br />FRAMING LUMBER: STANDARDS. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST
<br />LUMBER INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY
<br />ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC CERTIFIED
<br />GRADING RULES.
<br />SPECIES AND GRADE (BASE DESIGN VALUE)
<br />1. 6x BEAMS AND HEADERS. "DOUG FIR -LARCH" NO. 1 (Fb=1350 PSI, Fv=170 PSI)
<br />2. 2x TO 4x JOISTS, PURLINS AND HEADERS. "DOUG FIR -LARCH" NO. 2 (Fb=900 PSI, Fv=180 PSI) OR "HEM -FIR"
<br />NO. 1 (Fb=975 PSI, Fv=150 PSI)
<br />3. 6x POSTS AND COLUMNS. "DOUG FIR -LARCH" NO. 1 (Fc=1000 PSI)
<br />4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR -LARCH" NO. 2 (Fb= 900 PSI,
<br />Fc= 1350 PSI) OR "HEM -FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI).
<br />5. INTERIOR NON -BEARING STUD WALLS. "DOUG FIR -LARCH" NO. 2 (Fb=900 PSI. Fc=1350 PSI) OR "HEM -FIR"
<br />NO. 1 (Fb=975 PSI, Fc=1350 PSI)
<br />STRUCTURAL COMPOSITE LUMBER (SCL): SHALL BE MANUFACTURED BY WEYERHOUSER, OR PRE -APPROVED
<br />EQUAL IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS CONFORMING TO A CURRENT ICC
<br />EVALUATION REPORT.
<br />MIINIMUM DESIGN VALUES:
<br />1.
<br />2x LVL: Fb = 1700 PSI, Fv
<br />= 285 PSI, E =
<br />1300 KSI
<br />2.
<br />1-3/4" LVL: Fb = 2600 PSI,
<br />Fv = 285 PSI,
<br />E = 1800 KSI
<br />3.
<br />3-1/2" LVL: Fb = 2900 PSI,
<br />Fv = 285 PSI,
<br />E = 2000 KSI
<br />4.
<br />5-1/4" LVL: Fb = 2900 PSI,
<br />Fv = 285 PSI,
<br />E = 2000 KSI
<br />5.
<br />RIMBOARD:APA/EWS PERFORMANCE
<br />RATED RIM (PRR-401) 1-1/4" MINIMUM THICKNESS
<br />PRESERVATIVE TREATED WOOD REQUIREMENTS:
<br />TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED.
<br />APPLICATION
<br />SPECIFIED MATERIAL
<br />PRESERVATIVE
<br />CONNECTORS &
<br />TREATMENT (1)
<br />FASTENERS (2)(3)
<br />FOUNDATION SILL PLATES,
<br />2x, 4x, 6x (FIR), OR
<br />SBX
<br />GALV (G60)
<br />>-
<br />TOP PLATES & LEDGERS
<br />GLULAM (SP)
<br />Lu
<br />p
<br />ON CONCRETE OR
<br />ACQ, CBA, CA
<br />GALV (G185)
<br />MASONRY WALLS (4)
<br />of
<br />p
<br />FRAMING, DECKING,
<br />2x, & 4x (FIR)
<br />ACQ, CBA, CA
<br />GALV (G185)
<br />wPOSTS
<br />&LEDGERS
<br />2x, & 4x (CEDAR)
<br />NONE
<br />GALV (G90)
<br />w
<br />BEAMS & COLUMNS
<br />6x (FIR), OR GLULAM (SP)
<br />ACQ, CBA, CA
<br />GALV (G185)
<br />6x OR GLULAM (CEDAR)
<br />NONE
<br />GALV (G90)
<br />1. CCA: CHROMATED COPPER ARSENATE NOT PERMITTED
<br />SBX: DOT SODIUM BORATE
<br />ACQ: ALKALINE COPPER QUAT
<br />CBA & CA: COPPER AZOLE
<br />FIR: DOUG-FIR OR HEM -FIR
<br />SP: SOUTHERN PINE
<br />GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.10.1 OR MORE, AS OTHERWISE
<br />SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WITH
<br />CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF INTERIOR CONCRETE
<br />TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 9%
<br />SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32" TO A
<br />MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND
<br />LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3"x3"x0.229" PLATE WASHER ON ALL ANCHOR BOLTS
<br />WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS
<br />ALLOWED BY IBC SECTIONS 2308.4.2.4, 2308.5.9, 2308.5.10 AND 2308.7.4 OR AS RESTRICTED BY PLANS OR DETAILS,
<br />OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE
<br />GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS.
<br />FASTENING SCHEDULE FOR WOOD STRUCTURAL MEMBERS (UNLESS NOTED OTHERWISE ON PLANS)
<br />ITEM
<br />TYPE.
<br />CONNECTION
<br />RAFTER OR TRUSS TO TOP PLATE
<br />TOENAIL &
<br />CONNECTOR
<br />(3) 16d
<br />H2.5 @ 48" O.C.
<br />CEILING JOIST TO TOP PLATE
<br />TOENAIL
<br />3 8d
<br />CEILING JOIST TO PARALLEL RAFTER
<br />FACE NAIL
<br />3 16d
<br />CEILING JOIST: LAP OVER PARTITION
<br />FACE NAIL
<br />3 16d
<br />COLLAR TIE
<br />FACE NAIL
<br />3 16d
<br />BLOCKING TO RAFTER
<br />TOENAIL
<br />3 8d
<br />RIM BOARD TO RAFTER
<br />END NAIL
<br />2 16d
<br />TOP PLATE TO TOP PLATE
<br />FACE NAIL
<br />2 16d @ 12" O.C.
<br />TOP PLATE AT INTERSECTIONS
<br />FACE NAIL
<br />4 16d
<br />TOP PLATE LAP
<br />FACE NAIL
<br />8 16d
<br />STUD TO STUD
<br />FACE NAIL
<br />2 16d @ 24" O.C.
<br />HEADER TO HEADER
<br />FACE NAIL
<br />16d @ 16" O.C. EA. EDGE
<br />TOP OR BOTTOM PLATE TO STUD
<br />END NAIL
<br />2 16d
<br />STUD TO SOLE PLATE
<br />TOE NAIL
<br />END NAIL
<br />(4) 8d
<br />2 16d
<br />BOTTOM PLATE TO FLOOR JOIST AT BRACED PANEL
<br />TOE NAIL
<br />FACE NAIL
<br />16d @ 16" O.C.
<br />(3) 16d @ 16" O.C.
<br />JOISTS TO TOP PLATE, SILL OR GIRDER
<br />TOE NAIL
<br />4 8d
<br />BRIDGING TO JOIST
<br />TOE NAIL
<br />2 8d
<br />BLOCKING TO JOISTS
<br />TOE NAIL
<br />3 8d
<br />BLOCKING TO TOP PLATE
<br />TOE NAIL
<br />3 8d
<br />RIM JOIST TO JOIST
<br />FACE NAIL
<br />3 16d
<br />RIM JOIST TO SILL OR TOP PLATE
<br />CONNECTOR
<br />A35 @ 24" O.C.
<br />CONTINUOUS HEADER TO STUD
<br />CONNECTOR
<br />A35
<br />BUILT -CORNER STUDS
<br />FACE NAIL
<br />16d @ 24" O.C.
<br />BUILT-UP BEAMS PER LAYER
<br />FACE NAIL
<br />16d @ 16" O.C. EA. EDGE
<br />RAFTERS TO RIDGE BOARD
<br />TOE NAIL
<br />FACE NAIL
<br />(4) 16d
<br />3 16d
<br />RAFTERS TO HIP
<br />TOE NAIL
<br />FACE NAIL
<br />(4) 16d
<br />3 16d
<br />FRAMING CONNECTORS: SHALL HAVE ICC APPROVAL AND BE MANUFACTURED BY SIMPSON STRONG -TIE
<br />COMPANY, SAN LEANDRO, CA., OR PRE -APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR
<br />BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD HOLES AS REQUIRED TO PREVENT
<br />SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL
<br />NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS.
<br />LAG SCREWS: SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. LAG SCREWS SHALL BE OF A DIAMETER
<br />INDICATED ON DRAWINGS WITH A MINIMUM OF 8x DIA. EMBEDMENT IN SUPPORTING MEMBER UNLESS NOTED
<br />OTHERWISE. CLEARANCE HOLE FOR THE SHANK SHALL BE THE SAME DIAMETER AS THE SHANK AND THE SAME
<br />DEPTH OF PENETRATION AS THE UNTHREADED PORTION OF THE SHANK. THE LEAD HOLE FOR THE THREADED
<br />PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL
<br />TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE SCREW SHALL BE
<br />INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE
<br />SCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE SCREW. LAG SCREWS
<br />SHALL NOT BE DRIVEN WITH A HAMMER. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE
<br />GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS.
<br />METAL -PLATE -CONNECTED WOOD TRUSSES: SHALL BE MANUFACTURED AND INSTALLED WITHIN THE
<br />JURISDICTION REQUIREMENTS, AND DESIGNED AND DETAILED IN ACCORDANCE WITH ANSI/TP-1, INCLUDING
<br />BRACING AND WIND UPLIFT. PROVIDE 2x6 TOP CHORDS, AND 2x4 BOTTOM CHORDS AND WEBS, UNLESS
<br />COORDINATED AND APPROVED. TRUSSES SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN
<br />CRITERIA AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS AND DETAILS. TRUSSES INDICATED
<br />ON PLANS ARE FOR TYPICAL UNIFORMLY LOADED CONDITIONS. MANUFACTURER SHALL PROVIDE ADDITIONAL
<br />OR SPECIAL TRUSSES AS REQUIRED TO SUPPORT SPECIAL LOADING CONDITIONS AS INDICATED ON DRAWINGS.
<br />PROVIDE INSTALLATION FRAMING PLANS AND DRAWINGS.
<br />PROVIDE CERTIFICATE OF CONFORMANCE FROM AN INDEPENDENT TESTING LABORATORY OR A LICENSED
<br />PROFESSIONAL ENGINEER CERTIFYING THAT THEY HAVE INSPECTED THE FINISHED TRUSSES AND THAT ALL
<br />TRUSSES ARE CONSTRUCTED IN CONFORMANCE WITH THE TRUSS DESIGN DRAWINGS.
<br />I -JOISTS: SHALL BE APA EWS PERFORMANCE RATED I -JOISTS (PRI) OR PRE -APPROVED EQUAL. I -JOISTS SHALL BE
<br />MANUFACTURED IN CONFORMANCE WITH APA PRI-400 CONFORMING TO APPROVED SHOP AND INSTALLATION
<br />DRAWINGS.
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<br />2. CONNECTORS: JOIST HANGERS, STRAPS, FRAMING CONNECTORS, COLUMN CAPS AND BASES, ETC.
<br />FASTENERS: MACHINE BOLTS, ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS
<br />AND NUTS. NAILS, SPIKES, WOOD SCREWS, ETC.
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<br />3. G60, G90 & G185 PER ASTM A653 FOR COLD -FORMED STEEL CONNECTORS. BATCH/POST HOT -DIP
<br />GALVANIZED PER ASTM A123 FOR CONNECTORS. HOT -DIP GALVANIZED PER ASTM A153 FOR FASTENERS w
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<br />OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. = o
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