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<br /> LAG SCREWS:
<br /> PRESERVATIVE TRETAED WOOD TABLE: LAG SCREWS SHALL BE OF A DIAMETER INDICATED ON DRAWING WITH A MINIMUM OF 8X DIAMETER
<br /> FASTENING SCHEDULE FOR WOOD STRUCTURAL MEMBERS IBC 2304.10.1 EMBEDMENT IN SUPPORTING MEMBER UNLESS NOTED OTHERWISE. CLEARANCE HOLE FOR THE SHANK
<br /> CONNECTORS SHALL BE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE
<br /> APPLICATION SPECIFIED .PRESERVATIVE ITEM TYPE CONNECTION
<br /> &FASTENERS UNTHREADED PORTION OF THE SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE
<br /> MATERIAL TREATMENT(1) (2)(3) A DIAMETER EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION
<br /> Blocking Between Ceiling Joists, Toenail,Each End (3)Bd OF THE SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY
<br /> D FOUNDATION Rafters/Trusses to Top Plate DRIVING WITH A HAMMER. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE SCREWS OR IN THE D
<br /> SILL PLATES, Blocking at Rafters,Truss not at LEAD HOLE TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE SCREW.
<br /> > TOP PLATES& 2X 4X,6X OR SEX GALV(G60) Wall Top Rate,Rafter,Truss Toenail,Each End (2)8d
<br /> ce LEDGES ON GLULAM FIR METAL PLATE CONNECTED WOOD TRUSSES:
<br /> CONCRETE OR ( ) Flat Docking to Truss and Web Face Nail 16d @ 6'o.c. METAL PLATE CONNECTORS SHALL BE MANUFACTURED BY AN APPROVED TRUSS MANUFACTURER IN
<br /> MASONRY Filler C ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS. ALL ROOF TRUSSES ARE TO BE
<br /> WALLS(4) ACQ,CBA,CA GALV(G185) Ceiling Joist to Top Plate Toenail,Each Joist (3) PRE—ENGINEERED BY OTHERS. ROOF TRUSSES SHALL BE PROVIDED TO COMPLETE THE ROOF
<br /> EXPOSURE FaceNal 3 i6d FRAMING FROM THE SHEATHING TO THE SUPPORTING MEMBERS BELOW. SHOP DRAWINGS AND
<br /> FRAMING, 2X&4X(FIR) ACQ,CBA,CA GALV(G185) Ceiling Joist not attached toO CALCULATIONS SHALL BE PRODUCED UNDER THE SUPERVISION OF A PROFESSIONAL ENGINEER
<br /> DECKING,POST parallel rafter,Laps over partition REGISTERED IN THE STATE OF WASHINGTON. DETAIL DRAWINGS TO INDICATE ALL INFORMATION AS
<br /> &LEDGERS 2X&4X Ceiling Joist Attached 10 Parallel Face nal Per Table 2308.7.3.1 REQUIRED IN IRC SECTION R802.10.1 INCLUDING PERMANENT LATERAL BRACING AND CONNECTION
<br /> w (CEDAR) NONE GALV(G90) Rafter(Heel Joint) DETAILS.
<br /> Collar lie to Rafter Face Nal (3)10d
<br /> 6X OR GLULAM ACQ,CBA,CA GALV(G185) I—JOIST: —
<br /> BEAMS AND (FIR) Toenail (3)10d
<br /> I—JOIST SHALL BE APA EWS PERFORMANCE RATED I—JOIST(PRI). I—JOIST SHALL BE MANUFACTURED
<br /> COLUMNS 6X OR GLULAM Rafter or Roof Truss to Top Plate
<br /> (CEDAR) NONE GALV(G90) Rafter to Ridge Valley/Hip Rafter, End Nail (2)16d IN CONFORMANCE WITH APA PRI-400 CONFORMING TO APPROVED SHOP AND INSTALLATION DRAWINGS.
<br /> or Rafter to 2'Ridge
<br /> Rafter to Ridge Valley/Hip Rafter, Toenail (3)10d SPAN TABLE IRC R802.5.1(3)
<br /> or Rafter to 2'Ridge
<br /> FLOOR CEILING COMP
<br /> Stud to Stud(Not at Braced Wall
<br /> Face Nails 16d @ 24'o.c. (40#(L.L) (20#L.L.) RAFTER TILE SHAKE
<br /> Panels)PRESERVATIVE TREATED WOOD REQUIREMENTS: JOISTS(18/D.L.) U360 L.L.) (U240 LL) (30#L.L.)U240 L.L.) (20#D.L.) (10#D.L.)
<br /> -
<br /> ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE SIMPSON Z—MAX, Stud to Stud and Abutting Studs at Face Hal 16d @ 16'o.c. No.2 H.F. Maximum Maximum No.2 H.F. Spacing Maximum Maximum
<br /> TRIPLE—ZINC COATED, OR HOT DIPPED GALVANIZED. Intersecting Wall Comers Member Spacing o.c. Span Span Member 04. Span Span
<br /> CCCk CHROMATED COPPER ARSENATE NOT PERMITTED Build-up Header Face Nail,Each Edge 16d @ 16'o.c. 12" 14'-10' 12' 12'-2" 13'-7" c
<br /> SEX: DOT SODIUM BORATE •
<br /> Continuous Header to Stud Toenail (4)8d 16" 9'-1' 12'-10' 16' 10'-6" 11-9"
<br /> ACQ: ALKALINE COPPER QUAT Top Plate to Top Plate Face Nail 16d @ 16'o.c. 2 X 6 24" 7'-11' 10'-5" 2 X 6 24" 8'-7• 9'-7"
<br /> CBA AND CA: COPPER AZOLE Top Plate to Top Plate,at End (8)16d,Each Side End Joint,Face 12" 13'-2" 18'-8' 12" 15'-4" 17'-2"
<br /> End Joint,Face Nail Joints Nail(min 24'Lap Splice) 16' 12'-0" 16'-2" 16' 13%4' 14'-11"
<br /> G60, G90, AND G185PER ASTM A23 FOR CONNECTORS,AND ASTMA153 FOR FASTENERS. 2X8 24" 10'-2" 13'-2" 2X8 24' 10'-10" 12'-2'
<br /> MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. Bottom Rate to Joist Rim Face Nail (2)16d @ 16'o.c. 12' 16'-10' 22'-11' 12' 18-9' 21-0"
<br /> Joist/Band Joist(at Braced Panel) 16"
<br /> Stud to Top or Bottom Plate Tcenai (4)8d 15'-2" 19'-10" ' 16'-3" 18-2"
<br /> 24' 24' 13'-3" 14'-10'
<br /> GENERAL CARPENTRY NOTES: Stud to Top or Bottom Plate End Nal (2)16d 2 X 10 24' 12'-5' 16'-2" 2 X 10 24
<br /> STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. PRESSURE TREAT ALL WOOD IN Top or Bottom Plate Stud End Nal (2)16d 12' 28-.1 26'-7" 12' 21'-9" 24'-4"
<br /> CONTACT WITH CONCRETE OR MASONRY. HOLE AND CUTS IN PLATES SHOULD BE TREATED WITH Top Plates,Laps at Corners,and 16" 17'-7" 23'-0" 16' 18'-10' 21-1"
<br /> 20T% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM Intersections Face Nail (2)16d 2 X 12 24" 14'-4' 18-10' 2X 12 24" 15'-5' 17'-3" —
<br /> OF 1/32'TO A MAXIMUM OF 1/16' LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS Joist to Sill,Top Plate or Girder Toenail (3)8d
<br /> WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3 X 3 X
<br /> 0.229 PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD SILLS TO THE FOUNDATION. DO Rim Joist/Band Joist or Blocking to Tcenai 8d @ 6'o.c.
<br /> NOT NOTCH OR DRILL STRUCTURAL MEMBERS. REFER TO PRESERVATIVE TREATED WOOD Top Plate/Sill/Framing Below LUMBER SPECIES
<br /> REQUIREMENTS TABLE FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS 2'Sub-Floor to Joist or Girder Face Nail (2)16d
<br /> USE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN 1 THE LENGTH AND 2'Planks(Planks&Beam-Floor MEMBER SPECIES
<br /> AROUND OPENINGS UNLESS DESIGNED BY A FLOOR JOIST MANUFACTURER. &Roof)
<br /> Face Nail,Each Bearing (2)16d POSTS,BEAMS,HEADERS,JOISTS AND RAFTERS NO.2 DOUGLAS FIR
<br /> Built-upGirders and Beams 2' Face Nail at Top andBottom SILL,PLATES,BLOCKING,ETC NO.2 HIM FIR
<br /> POSITIVE CONNECTIONS SHALL BE PROVIDED AT POST—BEAM CONNECTIONS TO ENSURE AGAINST Lumber Layers Staggered on20d@32'o.c.
<br /> UPLIFT AND LATERAL DISPLACEMENT. USE 12°CS-14 UNLESS NOTED OTHERWISE. STUDS STUD GRADE HEM FIR
<br /> Ledger Strip Support Joist or Face Nail,Each Joist or Rafter (3)16d STUDS OVER 10'HIGH NO.2 HEM FIR
<br /> B Rafters POST AND BEAM DECKING P.T.#2 FIR B
<br /> Joist to Band/Rim Joist End Nal (3)16d OSB SHEATHING PER PLAN
<br /> Bridging/Blocking to Joist,Rafter Toenail,each End (2)8d GLU-LAM Fb=2400,DRY ADH
<br /> or Truss
<br /> (EXT.ADH @ EXT.CONDITIONS)
<br /> PSL MATERIALS Fb=2900 E=2.0 Fe=290
<br /> LVL MATERIALS Fb=2600 E=1.8 Fv=285
<br /> A A
<br /> PREPARED BY: N16Ncf I,Bl PROJECT TITLE : OWNER: REVISIONS DRAWING NO.
<br /> y�/° e4 wdsq�+(� STRUCTURAL&ELECTRICAL
<br /> TRIPLE V CONSULTANTS /� RENOVATION SYM DESCRIPTION DATE APPROVED
<br /> (Bremerton and Whidbey Island,WA) MR. SAI SHANKAR S-002
<br /> Triplevconsultonts@msn.com '/) 51 SHEET TITLE : 2222 BAKER AVENUE -
<br /> - 360-632-2913 4440141W EVERETT,WA98201 SCALE: AS INDICATED
<br /> ONAL. STRUCTURAL GENERAL NOTES sHEEr
<br /> I EXPIRES:02/28/2021 I
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