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' • CARPENTRY NOTES: • PNEUMATIC NAILING NOTES: •HAND DRIVEN NAILING NOTES:
<br /> 1. All structural wood shall conform with the latest edition of the following 1. All hand driven nails for structural work shall be smooth-
<br /> specifications: 1. All power (pneumatic) driven nails for structural work shall be common nails (unless specifically noted otherwise) per ASTM
<br /> Douglas Fir-........ West Coast Lumbermens smooth-nails (unless specifically noted otherwise) per ASTM 1667. 1667.
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<br /> Association Grading Rules #17. 2. All power driven nails for structural work shall conform with ICC 2. Nails installed in preservative lumber shall be hot-dip galvanized
<br /> Redwood.._...................._..-......California Redwood Association ESR-1539. nails conforming with ASTM A 153.
<br /> Grading Rules. 3. Nails installed in preservative lumber shall be hot-dip galvanized 3. Nails exposed to weather shall be corrosion resistant
<br /> Stock Glulam Beams.....__PRG-305 Performance Standard nails conforming with ASTM A 153. 4. Nails shall spaced at not less than 11 diameters on center. W o
<br /> for APA EWS Stock Glulam Beam 4. Nails exposed to weather shall be corrosion resistant. o
<br /> Non-stock Glulam Beams........ANSI/AITC Standard A190.1 for 5. Nails shall be spaced at not less than 11 diameters on center. Edge and end distances shall not be less than 6 diameters. Nail
<br /> Structural Glued Laminated Edge and end distances shall not be less than 6 diameters. Nail holes shall be sub-drilled where necessary to prevent splitting of 8
<br /> Timber holes shall be sub-drilled where necessary to prevent splitting of wood.
<br /> 5. Nailing not noted below or indicated on the plans shall be a w
<br /> Structural Plywood_..........-.U.S..U.S. Product Standard DOC PS 1 wood. z E
<br /> 2. All lumber shall be Douglas Fir Larch with a moisture content of 19% or less 6. Al! nails for plywood sheathing shall meet 8d common nail minimum of two 10d nails at each contact for 2x members and 0 o p E
<br /> a minimum of two 8d nails at each contact for 1x members. I cJ
<br /> at the time of installation. Minimum grade shall be: sizing (21i"x0.131"0)' 6. Minimum nailing shall be per the table below. Connections not Z,� M o
<br /> • 4x - Douglas Fir #1 7. Nailing not noted below or indicated on the plans shall be a noted below shall be per IRCer Table below.
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<br /> • 2x - Douglas Fir #2 minimum of two 16d nails at each contact for 2x members and a1 co a
<br /> • Laminated Veneer Lumber (LVL) - 1.9E iLevel TrusJoist a minimum of two 8d nails at each contact for 1x members. ITEM DESCRIPTION OF BUILDING ELEMENT NUMBER/SPACING 0 •- ai-ov 0)
<br /> MacMillan Microllam 8. Minimum nailing shall be per the table below. Connections not TYPE OF FASTENER D co
<br /> • Prefabricated Wood I-Joists - Weyerheuser Truss Joist TJI Joists noted below shall be per ICC ESR-1539 Table 11: ROOF o a) o
<br /> 3-8d (2k"x0.131`), or o 4) o
<br /> • Stock Glulam Beams - 1.9E Rosoboro X-Beam. Unbalanced at single 1 Blocking between joists or rafters to top plate, toe nail 3-3"x0.131" (.0 U) N
<br /> span and balanced at continuous or cantilevered spans. R NUMBER/SPACING O
<br /> ITEM DESCRIPTION OF BUILDING ELEMENT g joists to plate, toe nail 3-8d (2k"x0.131"), or
<br /> TYPE OF FASTENER 2 Ceilin
<br /> • Non-Stock Glulam Beams - Simple span 24F-V4. Continuous span ROOF - 3-3"xa131"
<br /> 24F-V8. Camber minimum 3500-ft radius, UNO. 3 Ceiling joists not attached to parallel rafter, laps over 3-16d(31s"xo.162"), or
<br /> 3-i6d(3x0.131") face nail 4-3"x0.131" C.,1
<br /> I Blocking between joists or rafters to top plate, toe nail partitions,
<br /> • Structural Plywood - APA C- Exterior Glue3-ed (2k"x0.131") 5 Collar tie to rafter, face nail or iki"x2aga ridge strap, 3-10d (3"x0.148"), or �T�
<br /> 3. Bearing and shear walls shall have double top plates, lapped at wall and 3-16d(3"x0.131") face nail 4-3"x0.131" F""1
<br /> 2 Ceiling joists to plate, toe nail
<br /> partition intersections with 3-16d nails. Splice upper and lower plates as in 3-8d (21t"x0.131") 6 Rafter or roof truss to plate, toe nail 3-10d (2h"x0 t48•), or
<br /> detail on this sheet Topor bottomplates when bored for pipes and Ceiling joists not attached to parallel rafter, laps over 4-3"xa13r
<br /> P P 3 4-16d (3•x0.131")
<br /> conduits shall be spliced with Simpson ST 6236 straps on one side when
<br /> partitions, face nail 3-10d (31s"x0.148") Z
<br /> 4-16d (3"x0.131") 7 Roof rafters to ridge, valley or hip rafters or roof rafter 4-3"x0.131"
<br /> notch is 1/3 the width of the plates. When the hole is 2/3 of the width of 4 Collar tie to rafter, face nail or iti4`x20 gage ridge strop 5-8d(2k"x0.131`) to minimum 2" ridge beam (Toe Nail/Face Nail) 2-16d (3k"x0.162") Z E-
<br /> the plates use Simpson ST 6236 straps on each side of the plates. Bored 4-16d (3•xo.131•) 1 3-no'1131" w -r1
<br /> holes shall be centered alongthe width ofplates. Notchingplates more than 5 Rafter or roof truss to plate, toe nail WALL z O
<br /> 5-8d(2k"xO.131") 16d(3h"x0.162") O 2ecc N c
<br /> 4 of the width is not allowed. Notches in plates shall shall not be longer 5-16d (3"x0.131") 8 Stud to stud (not at braced wall panels), face nail CO
<br /> 6 Roof rafter to ridge, valley or hip rafters: toe nail 3"x0.131" O 16"cc �j 6)
<br /> than the plate width and shall have a clear distance between any adjacent 5-8d (2k"x0.131") Stud to stud and abutting studs at intersection wall 16d(3k"x0.162") O 16"cc s1
<br /> hole or notch Of at least twice the plate width. Sill plates shall be placed in 7 Roof rafter to ridge, valley or hip rafters: end nail 4-16d (3"x0.131") 9 comers (at braced wall panels), face nail 3"xO.131" O 12"cc ly Q
<br /> a bed of grout when required for full bearing on the foundation. WALL tse 3`xo 131` o is c 10 Built-up header (2" to 2" header w/k" spacer), face nail 16d(3h"xo.ts2") 0 16-cc w U
<br /> 4. For exterior and bearingstuds, notchingnot to exceed 25% of width and 8 Blockingbetween or rafters to top ( ) t6d(3k"xa135') O 12'cc
<br /> joists Plate, toe nail Q
<br /> bored holes not to exceed 40% of width. For non-bearing studs, notching not ed (2k"xa131") o 8"cc 4-8d (2k"xo.131"), or
<br /> 11 Continuous header to stud, toe nail
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<br /> • to exceed 409' and boringnot to exceed 60%. if exceeded, provide SimpsonAbuttingintersecting16d(3"x0.131") O 8"cc 4-lOd(3'xO.128")
<br /> 9 studs at wall corners, face nail [z1
<br /> ° ° P8d 2k"xa131" O 8"cc16d(3k"xO.162")018"cc
<br /> HSS stud shoe. ( ) 12 Top Plate to top plate, face nail 1
<br /> f0 Built-up header, two pieces with k" spacer 16d (3"x0.131") 0 8"cc 3"x0.131" 0 12"cc H W C/]
<br /> 5. Provide solid blocking between joists or rafters at all supports, and at 4-16d (3"x0.131") 13 Double top plate splice, minimum 48-inch offset of end 16-16d(3k"x0.135") Lt)11 Continuous header to stud, toe nail joints, face nail in lapped area 16-3"x0.131") U�Gy l
<br /> supports parallel to the framing provide blocking over support at the same 4-8d(2k"x0.131) Bottom plate to joist, rim joist, band joist or blocking 16d(3k"x0.i62") 0 iCcc
<br /> spacing as the framing. Provide cross bridging or full depth blockingfor all 16d (3•x0.131") 0 12"cc 14d• (24
<br /> P 9 9 9 9 P 12 Double top plates, face nail (not at braced wall panels), face nail 3"x0.131. O 12"cc
<br /> roof rafters or floor joists that are 814 or more inches deep, at 8 feet on 8d (2k"x0.131") 0 8"cc
<br /> 15 Bottom plate to joist, rim joist, band joist or blocking (at 2-16d(3k"x0.162")016"cc (21Double top plates, minimum 48-inch offset of end joints,
<br /> center maximum and at not more than 10 feet from supports. Cross bridging 13 16-16d (3"x0.131") braced wall panels), face nail 4-3"x0.131" 0 16"cc
<br /> face nail in lapped area 4-8d (2k"x0.131")shall consist of 2x3 with 2-8d toe nails at each end or metal bridging
<br /> 14 Top plates, laps at corners and intersections, face nail 3-16d(3"xa.131") i6 Top or bottom plate to stud (toe nail/end nail) 4-3•x0.131" PCI
<br /> installed with 2-8d nails at each end. 16d (3"x0.131") 0 12"cc 2-i6d (312'x0.162")
<br /> 6. Joists under and parallel topartitions shall be doubled and stitch nailed 15 Sole plate to joist or blocking, face nail
<br /> 8d(2k"x0.131") 0 8"cc 3-3`x0.131"
<br /> together. 4-16d(3"x0.131") O i6•cc 2-16d (3k"x0.162') EE
<br /> 7. Provide blocking in all walls at the mid height of studs or so spaced that the is Sole plate to joist or blocking of braced wall panels 4-8d(2k"xo.13Y) 0 16"cc 17 Top plates, laps at corners and intersections, face nail 3-3"x0.131" Cr)
<br /> unbroced length of studs does not exceed 10 feet. Provide blocking in walls 4-16d (3"x0.l31") FLOOR
<br /> 17 Top or sole plate to stud, end nail 3-8d(2k"x0.131")
<br /> at ceiling lines. 4-8d(2k xa131") 21 Joist to sill, top plate or girder, toe nail 3-3•x0.131-
<br /> 8. Provide solid blocking between any posts at floor framing in multi-story 18 Stud to sole plate, toe nail 4-16d (3"x0.131) 8d(21s`xa131`) 0 6-cc
<br /> construction. 4-8d (21?x0.131") 22 Rim joist, band joist or blocking to sill or top plate, T.N. 3"x0.131" 0 6"cc
<br /> 9. All wood framing members shall either bear on plates, beams, posts or be FLOOR 3-16d (3'x0.131") 24 2• subfloor to joist or girder, blind and face nail 3-16d(3k"x0.135)
<br /> supported in a metal connector. 19 Joist to sill or girder, toe nail 2-i6d(3k"x0.162•)
<br /> 3-8d (2k"xa131") 3-16d(312"x0.162")
<br /> 10. All light gage metal connectors for wood construction shall be SIMPSON26 Band or rim joist to joist, end nail
<br /> g 9 9 16d(3"x0.131") 0 6"cc 4-3"x0.131"
<br /> 20 Rim joist to top plate, toe nail
<br /> "Strong-Tie" products as specified in their latest catalog or an approved 8d(2k"xo.131") 0 6"cc 10d(3•x0.128")or 3•xa13t"0 0
<br /> 21 Built-upgirders and beams, 2-inch lumber layers27 Built-up girders and beams, 2-inch lumber, face nail
<br /> equal. Install all connectors per manufacturers requirements, UNO. f6d (3"x0.131") O 24"cc 24'cc T1kB&3 ea end a
<br /> 11. Holes for bolts in wood shall be bored with a bit of the same nominal 5-16d(3"x0.131") 28 Ledger strip supporting joists or rafters, face nail ea jst 3-16d(3k`xO.162") ri
<br /> 22 Ledger strp supporting joists or rafters 6-8d (2k"x0131") 4-3"x0.131• (n h
<br /> diameter as the bolt plus 1/16th of an inch. Holes for lag screws shall be 29 Bridging to joist 2-10d(3"x0.128") Z 4
<br /> bored at no more than 75% of the diameter of the root of the threads. WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING 0
<br /> 12. All bolts, expansion anchors and lag screws shall be provided with metal 8d(2k O roc'
<br /> • WOOD TREATMENT 32 36" to ys" (Edge nailing/Field Nailing)
<br /> washers under the heads and nuts which bear on wood. 8d((2 x0.31") 0 12-cc
<br /> 13. Lag screws and wood screws shall be screwed and not driven into place. All 33 +9 to t" (Edge nailing/Field 8d(21s"x0.131") 0 6"cc 7--,-,
<br /> bolts and lag screws shall be tightened on installation and retightened before 1. Treated wood material shall comply with AWPA StandardNailing) sd(2k'xa131") 0 t2'cc
<br /> U1-16 with category use as follows: 10d (3"xo.t48") 0 6"cc LU
<br /> closing in or completion of the job. 34 lye" to ty4" (Edge nailing/Field Nailing) 10d 3'xR148") O 12-cc CC
<br /> 14. All glulam beam fabrication shall be performed by an approved fabricator per 1.1. Framed wall mud plates - UC2
<br /> 1.2. Deck framing - UC3B 1+.i
<br /> CBC 1704.2.5.1. Q
<br /> 15. Wood framing members that rest on exterior foundation walls and are less 2. For fasteners in treated lumber with ACQ/CA/CCA, use o
<br /> than 8" from exposed earth shall be of naturally durable or hot-dipped galvanized per ASTM A153 or stainless steel,
<br /> type 304 or 316.
<br /> preservative-treated per CRC R317.1.
<br /> 3. For connectors in treated lumber with ACQ/CA/CCA, use '.DR&V
<br /> 16. Clearance between wood siding, sheathing and framing on the exterior of a hot-dipped galvanized per ASTM A653, Class G185 or P building and earth shall not be less than 6" from the ground and 2" rvgAsIi..,
<br /> stainless steel, type 304 or 316. � pg, ,vertically from concrete steps, porch slabs, etc. except where siding, sheathing and wall framing are of naturally durable or preservative-treated wood per 4. For ACZA-treated wood, use stainless steel fasteners and -
<br /> CRC R317.1. connectors listed above. n�cal ArP&am a o_ a k:;@ OHPJSED SKI 1 OF 9 SHTS
<br /> 5. Coordinate finish coatings with manufacturer's latest 3069
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<br /> literature, e.g. Simpson Strong-Tie ZMAX (galvanized G185 .,4Z_4;-0,`o<v JOB NO. SHEET
<br /> C0B51003.00
<br /> per ASTM A653). CITY OF EVERETT Ab U ALSENG�<�� DRAWN BY S 0.1
<br /> osiONAL
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<br /> REVIEWED FOR PERMIT DATE
<br /> 04/01/20
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