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STRUCTURAL DESIGN DATA: ABBREVIATIONS: rTl
<br /> -DESIGN &CONSTRUCTION TO COMPLY WITH THE FOLLOWING CODES Provide lateral support at ends of joist and rafters by blocking, rim joists W
<br /> AS ADOPTED AND AMENDED BY THE STATE OF WASHINGTON,AND or hangers. Black between joists and rafters over all supports. A&B ABOVE AND BELOW MIN MINIMUM a
<br /> U SNOHOMISH.COUNTY: A.B. ANCHOR BOLTS MTD. MOUNTED
<br /> 2018 INTERNATIONAL RESIDENTIAL CODE(IRC) All wood members in contact with concrete or masonry foundation surface ABV ABOVE (N) NEW �
<br /> 2018 INTERNATIONAL BUILDING CODE(IBC) shall be pressured treated with a preservative. ADJ ADJACENT N NORTH 1--1 w O
<br /> A.F.F. ABOVE FINISH FLOOR N/A NOT APPLICABLE
<br /> 2018 INTERNATIONAL FIRE CODE(IFC) A.P.A. AMERICAN PLYWOOD ASSO. NAIL'G NAILING W
<br /> 2018 INTERNATIONAL MECHANICAL CODE(IMC) Solid sawn members in floors shall be placed with crowns and any major W ��
<br /> knots upward. ARCH ARCHITECTURAL N.E. NORTHEAST
<br /> 2018 UNIFORM PLUMBING CODE(UPC) B.F.W. BALLOON FRAMED WALL N.T.S. NOT TO SCALE E-1
<br /> 2018 WASHINGTON STATE ENERGY CODE(WSEC) Posts shall be continuous from beam or header to floor or sill below. BLDG. BUILDING N.W. NORTHWEST
<br /> Provide at least a double stud at all bearing points under beams. BLK'G BLOCKING O.C. ON CENTER
<br /> -UVE LOAD: FLOORS= 40 PSF ATTICS=10 PSF(NO-STORAGE) BM. BEAM O.H. OPPOSITE HAND QQ��
<br /> -SNOW LOAD: ROOF=25 PSF (INCLUDING 5 PSF RAIN SURCHARGE) All headers 2-200 D.F.#1 or better, U.O.N. BOTT BOTTOM OPEN'G OPENING
<br /> BRG BEARING OPT. OPTIONAL l
<br /> -SEISMIC CATEGORY: D SITE CLASS: D C CAMBER O.S.B. OREGON STRAND BOARD W C%1 N N W
<br /> Lap top plates 48 Nail with 16d nails 08" o.c.
<br /> SEISMIC COEFF'S: Ss=1.365 Fa=1.0 le=1.0 CANT. CANTILEVER PC'S PIECES O�
<br /> -WIND EXPOSURE: B NOMINAL DESIGN WIND SPEED=98 MPH C.J. CEIUNG JOIST P.E.N. PLYWOOD EDGE NAILING W O l y a�
<br /> Maximum allowable notch Is 7/8" in 2x4 studs and 1-3/8" in 2x6 studs. CLG COILING PERIM. PERIMETER N
<br /> Maximum allowable bored hole is 1-3/8" in 2x4 studs and 2-1/8" in 2x6 CTR CENTER PLT. PLATE Z F� �" W
<br /> studs with at lease 5/8" clear to the edge of the stud. CLR CLEARANCE PLC's PLACES rTl A 0
<br /> STRUCTURAL SPECIFICATIONS: CONC CONCRETE PLYWD PLYWOOD C) (^�� x .S o Use 1x6 collar ties at 48" o.c. wherever possible. Collar ties shall be C.M.U. CONIC. MASONARY UNIT P.T. PRESSURE TREATED U F
<br /> GENERAL placed as low as feasible. CONN CONNECT,CONNECTION RAF. RAFTERS M a a
<br /> These notes are general and apply to the entire project except where CONST CONSTRUCTION RDWD. REDWOOD
<br /> there are specific indications to the contrary. Provide A35 anchor from rafter to top plate at 72" o.c. CONT CONTINUOUS REQ'D REQUIRED
<br /> CS'K COUNTERSINK REQ'T REQUIREMENT vO
<br /> Construction shall meet the requirements of the latest edition of the Unless otherwise noted, stagger all plywood joints in floor and roof C.T. COLLAR TIE RET. RETAINING
<br /> International Building Code. The above shall govern except where other sheathing and lay face grain perpendicular to supports. Minimum nailing DBL. DOUBLE RF. ROOF
<br /> applicable codes or the following notes are more restrictive. for roof sheathing shall be 8d at 6" along support edges and 12" field. DET DETAIL S SOUTH IL
<br /> Nail perimeter of diaphragm with 8d at 4" o.c. Minimum nailing for floor D.F. DOUGLAS FIR S.A.D. SEE ARCH.DRW'GS
<br /> Structures have been designed for operational loads on completed sheathing shall be 10d at 6" o.c. along supported edges DIA DIAGONAL S.G.E. STRUCTURAL GABLE END GEORG�c
<br /> structures. During construction, structures and parts of the structures DIAPH DIAPHRAGM S.B. STRONG BACK
<br /> and 10" field. Nail perimeter of diaphragm with 10d at 4" o.c. 5,
<br /> shall be protected and/or supported by bracing and shoring wherever DIM DIMENSION SCH. SCHEDULE �0:--0p WAS/,7 )'O
<br /> excessive loading may occur. Vertical plywood sheathing shall be blocked at all edges and shall be DIR DIRECTION S.E. SOUTHEAST
<br /> D.R. DOOR SEC. SECTION P N
<br /> extended from top plate to sill of wall. Where possible, butt vertical a.N
<br /> D.F. DOOR FRAME SIM. SIMILAR
<br /> The contractor alone is responsible for job site safety. Site review of the sheathing on floor joists or blocking, leaving 3/8" gap for shrinkage. W 0
<br /> 9 DWG DRAWING SHT. SHEET
<br /> construction bywith
<br /> the Architect and/or Engineer, if any, is to determine Vertical sheathing shall continue the foundation sill if required on first E EAST SHT'G SHEATHING
<br /> conformance with the plans and specifications. It does not encompass floor walls. Minimum nailing is 8dd at 6" edges and 12" field. EA EACH SIMP. SIMPSON COMPANY ,,
<br /> safety procedures or operations. �E.F. EACH FACE SPC'G SPACING - vi. ✓L
<br /> Where plywood shear walls are interrupted by floor, provide adequate shear ELEV ELEVATION SPECS SPECIFICATIONS O 1 eueao,G
<br /> It is the responsibility of the Contractor and Subcontractor to notify the transfer from sole late to blockingor joist below and from the blocking ,<. 53261
<br /> Owner and the Architect and/or Engineer of any conditions to be found in to the to late of wall continution below, if any, b providing 16d nils EMB EMBEDMENT SQ. SQUARE F RFG/STER��
<br /> P P Y Y P 9 E.N. EDGE NAILING S.S.D. SEE STR.DRWGS S G
<br /> the field to be different from those shown on the plans, or of errors or at the same spacing as the shear wall edge nailing U.O.N. Add 2x nailers `Sy rG�
<br /> omissions on the plans, which might affect the completion of the project. P g g g E. EQUAL STIR STEEL ONAL
<br /> P 9 P P J or metal anchors as necessary. E.W. EACH WAY STIR. STRUCTURAL
<br /> E.W.E.F. EACH WAY EACH FACE S.W. SOUTHWEST
<br /> Lay out all structural work by referring to dimensions and elevation notes Minimum gypsum board nailing is 5d Parkerhead nail (6d for 5/8" board) at EXP EXPANSION S.W.S. SHEAR WALL SCHEDULE
<br /> on the architectural plans. Do not scale structural drawings. Work details 7" o.c. edges and field. EX. EXISTING S.W.T. SHEAR WALL TYPE
<br /> dimensions form the controlling surface points and actual material dimensions. F.F. FINISH FLOOR T&B TOP AND BOTTOM
<br /> Larger scale details take precedence over smaller scale details. Holdowns are attached to 4x studs at the ends of shear walls and extend F.H. FULL HEIGHT T&G TONGUE AND GROOVE 11/30/2023
<br /> to either 4x studs or framing below or to the foundation bolts(see detail F.H.O.B. FULL HEIGHT OF BLDG. T.B.F.V. TO BE FIELD VERIFIED
<br /> Verify type and size of metal work against appropriate member size for size). Nail all double studs at holdowns together with 16d nails at 8" o.c. F.W.O.B. FULL WIDTH OF BLDG. T.D. TIEDOWN OR HOLDOWN
<br /> Where cripple walls occurs below the lower floor, install an MST172
<br /> before ordering hardware. PP stropholdown FIN FINISH T.D.S. TIEDOWN SCHEDULE
<br /> from the shear wall to a 4x cripple stud and a foundation holdown from the 4x FLR FLOOR T.N. TOE NAIL
<br /> Hardware notes is Simpson "Strong Tie". Hardware of similar cripple stud to the foundation, or bolt directly to the foundation bolt using F.J. FLOOR JOIST T.O. TOP OF
<br /> construction and equal ICBO values is acceptable. threaded rod. The contractor shall carefully review holdown bolt F.L.O.M. FULL LENGTH OF MEMBER T.O.C. TOP OF CONCRETE
<br /> q P embedment requirements in the Simpson Strong-Tie catalog. F.N. FACE NAILED T.O.S.F. TOP OF SUB-FLOOR
<br /> F.O.S. FACE OF STUDS T.O.W TOP OF WALL
<br /> For hardware use the maximum size bolts and nails specified in Where solid sawn wood members are framed Into glu-lam members in F.O.C. FACE OF CONCRETE TOT TOTAL
<br /> manufacturer's catalog. Nail all holes. Use special short-length nails floors, the tops of these members shall be held 3/8" above glu-lams. FNDN. FOUNDATION TYR TYPICAL
<br /> supplied by manufacturer where common nails will exceed the width of the F.P. FIREPLACE U.N.O. UNLESS NOTED OTHERWISE
<br /> framing member. FRAM'G FRAMING U.O.N. UNLESS OTHERWISE NOTED
<br /> Cantilever deck joists shall be notched with hand tools to avoid FT. FEET W WEST
<br /> In case of conflict between structural and architectural plans, details, overcutting. FT.. FOOTING WOW WINDOW
<br /> and/or specifications, the more restrictive condition shall apply and notify GALV. GALVANIZED S.W.F. STEEL WIDE FLANGE
<br /> applicable parties. NAILING SCHEDULE: GAR. GARAGE W.W.F. WELDED WIRE FABRIC
<br /> BUILDING ELEMENTS FASTENER SPACING GEN. GENERAL W/ WITH
<br /> G.L.B. GLU-LAM BEAM W/0 WITHOUT
<br /> CONCRETE Joist to sill or girder,toe nail: 3-8d GR. GRADE ® AT
<br /> All concrete work shall conform to the requirements of the latest edition of Sole plate to joist or blocking,face nail: 16d 16"o.c. HDR. HEADER FEET
<br /> HT. HEIGHT INCHES
<br /> the ACI building Code(ACI 318-14) and the International Building Code (IBC). Top or sole plate to stud,end nail: 2-16d INFO. INFORMATION II PARALLEL
<br /> Detailing, fabrication, and erection of reinforcing bars shall be In accordance INT. INTERIOR 1 PERPENDICULAR
<br /> with the latest edition of the Manual of Standard Practice .ACI-315 Stud to sole plate,toe bail: 3-8d or 2-16d
<br /> ( ) J.H. JOIST HANGER & AND p
<br /> Double studs, face nail: tOd 24"o.c. JNT JOINT 0 DIAMETER
<br /> Aggregate for the concrete mix shall conform to ASTM-C33. Cement shall JST JOIST CL CENTER LINE d
<br /> Double top plates,face nall: 10d 24"o.c.
<br /> conform to ASTM-C150, Type I or II. K.P. KING POST U HANGER CX
<br /> w
<br /> Sole plate to joist or blocking at shear wall panels: 3-16d 16"o.c. LOC. LOCATION (>
<br /> Concrete shall have an ultimate compressive strength, Fc= 2,500 pal MANU. MANUFACTURER N
<br /> (at 28 day strength)with a 4" slump (tolerance 1'). Double top plates,minimum 48"offset of end joints, MAT'L MATERIAL 1n ILLJ [If
<br /> Face nail in lapped area: 8-16d MAX. MAXIMUM z O
<br /> Reinforcingsteel shall be deformed bars ASTM A615 Grade 40, except M.B. MACHINE BOLT
<br /> ( ) P Blocking between joists or rafters to top plate,toe nail: 3-Bd
<br /> that No. 6 or larger bars shall be Grade 60. Welded wire fabric shall be M MEZZANINE O
<br /> per ASTM 185. Rim joist to top plate,toe nail: Bd 6"o.c. MFG.
<br /> MANUFACTURING (/') N
<br /> Tap plates,laps at comers and intersections,face nail: 2-10d
<br /> M.I. MALLEABLE IRON C:)
<br /> Reinforcing steel in grade beams shall be securely fastened in place L,� N
<br /> Ceilingg 3-
<br /> horizontally and vertically prior to pouring. Built header,two pieces with 1/2"spacer edge: 16"o.c. each
<br /> joists to plate, toe nail: 3-Bd O
<br /> Lap bars 40 diameters at splices. Hook bars 24 diameters at corners. w NContinuous header to stud, toe nail: 4-8d F—
<br /> Q 0
<br /> Bend down top bars at ends of grade beams, such as at garage doors. Ceiling joist,laps over partitions,face nail: 3-10d 0
<br /> Provide a minimum of two anchor bolts per sill piece, max. 12" and
<br /> Ceiling joist to parallel rafters,face nail: 3-10d Z
<br /> min. 7 bolt diameters form the sill end with 3"x3"x3/16" washer plate. Rafter to plate,toe nail: 2-16d O a
<br /> Concrete floor shall be screeded, wood floated and then given a steel
<br /> Ix brace to each stud and plate,face nail: 2-8d Z
<br /> trowel finish. Built-up comer studs: 10d 24"o.c.
<br /> Provide foundation vents equal in area to 1/150 of underfloor area.
<br /> Locate vents on opposing sides where possible STRUCTURAL STEEL
<br /> WOOD Detailing, fabrication, and erection of structural steel shall conform to the H
<br /> specification and standards of the latest edition of the AISC Manual of
<br /> Unless otherwise noted, framing lumber shall be graded as follows: Steel Construction. W
<br /> Framing lumber(rafters, joists, purlins, etc.): OF No.2 A UU
<br /> Beams and headers: DF. No. 1 All structural steel plates, shapes and bars shall conform to ASTM A36. Z Studs: Stud grade Steel shall be free of all scale, rust or other contaminants that would W
<br /> Foundation sills: Pressure-treated (D.F. or Redwood) f� W
<br /> Exposed decking: California Redwood No.i impair the bonding of the concrete to the steel.
<br /> All Plywood shall be COX U.O.N. Minimum thickness shall be 1/2" on roof, All structural tube steel shall be A500 Grade"B". Steel bolts shall be A307. N
<br /> P
<br /> 3/4" T&G on floor and 3/8" on walls (where noted). Use panel clips at All steel members shall have a minimum of 2 coats of red rimer,finish coat if ppp F� W oa
<br /> unsupported edges of built-up roofs. required by owner.
<br /> Glu-lam beams shall be Grade 24F-V4, standard camber(AITC-103) U.O.N. All welded connection shall be shop welds. onProvide compliance certificate to building Department. Glu-lam beams x
<br /> shall have metal hardware connections to posts (BC post cap minimum). All welds shall be done in an approved shop.
<br /> The approved fabricators shop must be registered to perform such work with 0 F
<br /> FRAMING special inspections as required. z
<br /> All bolts for wood connections shall be conform to ASTM A307 with heavyM W
<br /> The approved fabricator shall submit a certificate of compliance stating that the
<br /> hex heads. Malleable Iron washer shall be used atall places where the
<br /> bolt head or nut would otherwise bear or be in contact with the wood work was performed in accordance with the approved plans and specifications. ro
<br /> surface. Bolt holes in wood members shall not be drilled more than 1/8" Special inspection required for all field welds.
<br /> larger than the bolt diameter. Z
<br /> Balloon frame all walls with sloping ceilings or with raised ceilings. SOILS W 1-
<br /> Maximum stud height for 2x4 stud is 10'-0" and for 2x6 stud 14'-0". Soil is Gravelly Sandy Loam type(SW) with assumed maximum allowable �` W
<br /> Provide fire blocking such that maximum concealed space Is 10'-0". bearing capacity of 1,500 psf. LU
<br /> Block under all perpendicular partitions. Double joists (min.) under all Concrete foundations to set on native undisturbed soil. d
<br /> parallel partitions.
<br /> Slope finish exterior surface away from foundation.
<br /> Bolt multiple joists together with 1/2" machine bolts at 24" o.c. Alternate DWG.
<br /> bolts between the upper 1/4 and lower 1/4 of the joist depth. Nail double joists with 16d nails at 12" o.c. (similar pattern). Nail double or multiple NO.: U S—1
<br /> 1
<br /> studs with 16d at 12" o.c. (similar pattern).
<br /> CITY OF EVERETT SCALE: N.T.S.
<br /> REVIEWED FOR PERMIT
<br /> DATE: NOV 20,2023
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