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<br /> GENERAL STRUCTURAL NO E&
<br /> e
<br /> CRITERIA: WOOD' WOOD(Continued)
<br /> - ,c 1�.,.,:,. _. :ode 18C),201E Edition. 6.1 Framing Lumber shall be kiln dried or MICAS,and graded and marked in conformance with WCLB Standard Greding Rules for West Coast Lumber No.17. 6.8 Timber Connectors and Proprietary Fasteners shall be"Brno lg-Tie"by Simpson Company,as specified'n Nair current catalog provide number and size of N
<br /> t.f Ali Malenals.workmanship,design.aa•J c_.,t t I,_n... ..,tnm L.II a draw nqs,s4 e ( Unless otherwise noted furnish to the following minimum standards: fasteners as specified by manufacturer.Connectors shall be Installed in accordance with the manufacturers instructions Where connector Straps Connect _•
<br /> two members,center strap on joint and provide number and size of fasteners as specified by manufacturer,with equal number and size of fasteners in each ',,!
<br /> 'I^_ Design Loadug Criteria
<br /> Member Use Size Species Grade member 0 J J
<br /> The Design Loading of the SVUGure s Q a w
<br /> Slutls 2s.3. Hem-Fir of SPF STUD Attemate hardware manufacturer substitutions,such as USP Connectors shall be ICC approval for equal or greater load capacities.ties All joist hangers and Q S=
<br /> Live Loads(in accordance with ISL r i leU ,- other hardware shall ce compatible ~
<br /> - Joists/Raters 2x,3x Hem-Fir No.2 p n size with specified framing members.See Hanger Conversion Table far pre-approved substitutions. O O
<br /> Occupancy or Use U f_.n u "centrated Notes [L to
<br /> Load Llve Load Plates/Mist. 2x,3x Hem-Fir No.2 Timber Connectors and their fasteners shall be protected from corrosion in accordance with manufacturers recommendations o-ASTM A 653,Type G185.
<br /> Floc Readentiat U P; I Beams 4x Douglas Fir-Larch No.2 6.9 Dowel-Type
<br /> Dowel Type Fastener Ifs,Lag Samara,Wood Scraws and Nails)shall conform to Sections 11 and 12 of the ANSUAWC NDS-2018. n
<br /> Balconies&Decks 6 s p'f I - 1.5 z Occ p - Posts 4x Douglas Fir-Larch No.2
<br /> _. _ Grade Requirements at Exterior Use or Installation
<br /> Uninhabitable attic,with storage u Psl C ncurr I Timber,Beams fix&Larger Douglas Fir-Larch No.2 when in Contact w/Treated Lumber
<br /> 4 Botts ASTM A307 ASTM 8 695,Class 55 Galvanized ANSI/AWC NOS-2018 Section 12.1.3
<br /> Unihabitabl attc,without storage 1 U sl - N n-con t II t t Timber,Posts 6x 8 Larger Douglas Fir-Larch No.2
<br /> _-_
<br /> or Stainless Steel Hole=Bolt Olt
<br /> Handrails and Guards I ru-I'us Any point +.y ll,,: Head l0 1 @ N
<br /> , -_ 5.1) 0.i d
<br /> -- --- --- -- 6.2 Glued Laminated Members shall be fabricated in conformance wit)ASTM and AITC Standards.Each member Shall bear an AITC Identification Mark and Washer @ Bolt Head and Gal Nut (7
<br /> - --- - shall be accompanied by an AITC certificate of conformance.Furnish to the following minimum standards: All-Threacirhmaded Rod ASTM F1554 ASTM B 695,Class 55 Galvanized ANSI/AWC NDS-2018 Section 12.1,3
<br /> ASCE 7-i 6,Chatter TB:Sim tin 1 E to ASCE 7 16,Secb n I..0 t:.:u.,.i;:..�.. 'rocedura Member Use Combination Species Fin, Fu.. Fes„ Fv, E, or Stainless Steel Hole=Rod 0+(1/32"l0 1/16") 3-.
<br /> Mind US
<br /> n 6 Design Da[
<br /> P p p.+ t P - Washer @Each Nut W
<br /> F Category II Beams 24F-V4 DF/DF 2400-psi 1850-psi 650-psi 265-psi 1800-ksi -'
<br /> Basic Design Wind Speed(3-sac yusi _ _
<br /> Wind Ex deuce s I ports t 1.0 Camber all giulam beams to 3,500'radius,unless otherwise noted.Glued laminated members exposed to Lag Screws ASTM A307 ASTM A 153 Galvanized Lead Hole
<br /> NOS 20ha Section Shank
<br /> H #
<br /> Risk Category or Stainless Steel Lead Hole=0.5 x Shank 0;Shank Hole Shank 0 Alft
<br /> flapped Spect.A 1.500 weather or moisture shall be treated with an approved preservative. Washer oQ Lay Head
<br /> Inlemal Pressure CoeKclent
<br /> Mapped Spec.A�,ul _.. 0.500 6.3 Engineered Wood shown on the drawings are based on product manufactured by Weyerhaeuser n accordance with ICC Repon No ES ESR-1387. Wood Screws ASTM A 153 Galvanized ANSI WC NOS-2018 Section 12.1.5 [27
<br /> -- -'- Sit.Class D Alternate manufacturers may be used subject to review and approval by the Architect and Structural Engineer.All hangers and Omer hardware not shown f�.'T.
<br /> r tainless Steel Pilot Hole=0.75 z Roo[0(Unless Self-Boring)
<br /> Exter or Components and Cladding p+ -- -- shall be designed and supplied by the Joist Manufacturer.Each piece shall bear a stamp or stamps noting the name and plant number Of the manufacturer, ----- -.v njz-- -
<br /> 5 I R spor 1200 the grade the)CC report number,and the quality control agency.Furnish to the following minimum standards Nails ASTM Fi667 A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.E
<br /> Topographical- Factor,K,r lU r Stainless Steel Avoid Overdriving or Underdnving.Avoid Wood Splitting
<br /> i, SI e l al Respc, ,.. _. O.fi00 � .
<br /> __ Toenails 30°,1/3 Nail Length from Joint _
<br /> - - --- .Desgnt tart p Member Use Product Fit F, Fv E 04
<br /> �Snow Loads II-' -- Nails specified on the drawings shall be as follows: / qF�psk sae
<br /> Oef
<br /> (ASCE 7-16 Chapter 7) 6 Se irmc-Fa_ Ply.Shear Wags Beams 1.55E Laminated Strand Lumber(LSL) M2900-psI750-psi
<br /> 310-psi 1550-ksi
<br /> Nail Use Penny Grade
<br /> Ground S low Load,Ps 1 s Rasp se Modll 1 6.5 Beams 2.0E Parallel Strand Lumber PSL) 29 pet 20D0-ksi Beams 2.0E Laminated Veneer Lumber(LVL) i 285-sit 2000-ksi WeightFiatRoof Scow Load,Pr-0 v Gv L,h- t S c ftesPo, - - 0.18 ( 0-p Framing Nails 12d BSnowExposure Factor Cr .+Snow Load Importance Facto+. p _Ces yn Base Shea 0.18 x Weight Rim Boards Laminated Strand Lumber(LSL) i 400-pet 1300-ksi Sheathing Nails 8d Common 0.131 0 x 2Yz' �ru'
<br /> Thermal Factor,C, 6.4 Engineered Wood Woists shown on the drawings are based on joists manufactured by Weyerhaeuser in accordance with ICC Report No.ES ESR-1153.
<br /> -- ------ -- Alternate Engineered Wood]-Joists manufacturers may be used subject to review and approval by the Architect and Structural Engineer
<br /> A8 Metal Fasteners exposed to weather or n contact with treated wood shall be protected from corroswn according to table above Nuls and bolts exposed
<br /> Se not adjust for slope io al L unle vJ un u',.f -, to weather or in contact with treated wood shall be getvan zed t accordance with ASTM A163/A153M-16a or Stainless Steel.Sea above for Proprietary
<br /> See Drawings for Additional Loadlny, �:..I�.+ 6.5 Prefabricated Connector Plate Wood Trusses shall be designed by the manufacturer in accordance with TPI 1.2014 for the span and conditions shown on Fastener requirements,Do not substtute standard Dowel-type Fasteners for Proprietary Fasteners unless specifically allowed.a
<br /> the drawings Wood trusses shall utilize approved connector plates(MITEK,ITN or other approved Trues Plate Manufacturer).s
<br /> i.l Stnuct I O ] shall Le d uh;; 1 'I'..H I.J�- 'b L .i '. 'wily dimensions and 6.10 Wood Framing Notes The fallowing apply unless otherwise noted on the drawings:
<br /> t:o,ullfons for c npat eI ry and shalt hrn ry r ra s..+ - ,F t., , r>consul.. Unless otherwise noted loading shall be as follows: 1 , z
<br /> A. All wood loathing details shall be constructed lo the n n num standards of the IBC Nall Ing not specified on the drawings shall conform to IBC Table I..L�
<br /> 1.4 Conv 'r s hall p ov de Temponarq 6+.,r , I:- ;. ,;�i<I'-1,.. I>onc r> -i ... •� nata j in accordance with Roof Truss Design Loading Floor Truss Design Loading 2304.10.1 or ICC ES ESR-1539,Chord mate the size a 1d location of ail opens ngs with Mechanical and Architectural Draw by>. O
<br /> tie draw)ua. Member Uniform Load Member Uniform Load B. Wall Framing:Stud wall size and spacing shall be In accordance with the plan notes.Two studs minimum shall be provided at the ends of all walls at T
<br /> each Side of all Openings,and at the ends of all beams and headers All stud bearing walle on wood framing shall have their lower wood plates attached ..,iL.
<br /> tractor>,ell be res onsmle roc ed., ,1. - - :=.'i: r ad)ques,�y,.. arrn the work. Top Chord Snow Load 25-psf Top Chord Live Load 40-psf to naming or concrete below per Stud
<br /> p of the shear wan schedule.
<br /> C. Individual members of Built-U lutl is shall be mated fo each fart '[I framing Is 12'oc,staggered,Individual members of Bud-Up Il U t
<br /> p s posts 9 a (aJ 99 P joist
<br /> beams shall be nailed to each other with fro nln halls 12'oc eta d.
<br /> 1 5 Co u t n t d changes shall ue>- >.,1k,., ;rJ.t ucru':,i n - - - or OonshuWon.Changes Top Chord Wind Load(Uplift) 15-psf Top Chord Dead Load 10-psf 9 u gu
<br /> show,do shut Jmw ngs only will nut ,i ,. D. Solid blocking for wood columns shall be bprovidlocking
<br /> t through Aoors to Supports below.
<br /> Top Chord Dead Load 7-psf Bottom Chord Dead Load 5•psf E. Floor and Roof Framing:Provide solid bl ckng et all bearing prints.Toerad joists to supports w,it,two I urnrg rods Attach t n1Oer joists to slush LU
<br /> / U swings rid a general and lya t I erecter to details shown, Bottom Chord Live Load 10-psf headere or beams with metal joist h y in accodance with notes'b
<br /> ,uuilar Beta Is of construct on shall be _+ .r. , �apV+oval'uy the A cl F. Roof and floor sheathing shall be laid up w(h gran perpendicular to supports and nailed per plan totes Allow 118 spat r y at all panel edges and ends J
<br /> Bottom Chord Dead Load 5-psf of floor and root sheathing Provide approved panel edge lips canter d between joists/trusses at unblocked roof sheathing edges.Ali floor Sheathing C) UJ
<br /> 1,8 all str t I'y t- composed of w _ - ,..,,e ..rid va,y,handling,storage and edges shall have approved longue and-groeve ja m' T l bl ki g t pports ,in fram ng nails @ 12 ec.At blocked floor and moat diaphragms,
<br /> =recut tin ascardence with+nil a-1-n.o„t Submit shop drawings and deign calculations prior to fabrication.Submitted documents shall bear the stamp and signature ofa registered Professional provide flat 2x blockingw
<br /> at all unframed panel edges and rolm edge nailing specified. J r�r�
<br /> Engineer State of Washington Truss design drawings shall include,at a minimum,the following:
<br /> E uhCAL
<br /> �'.1 All wai NI l 1 S l r u Let 1 Earn, I d u I :. u hd to be other than A Slope or Dept)Span and Spacing QUALITY ASSURANCE:
<br /> .,soon I of ry to SI lu al Elgin-r,, 1, 11 18"below adjacent finished B Location of at Joints and Support Locations 7.1 Special Inspection shall ben accordance with IBC Section 1704.2.Sthmdnd msp obi his shall ben accordance with 19C Section 110.
<br /> y ed,U I Re
<br /> - ti- scc t d,I-nqs,F.II.� i� -��r,:al,.0 r-a�.valIS b1c. b,tk II 1. i�.��. re,draining,granular fill and C Number of Plies f greater than one
<br /> Provid fo ,bsurace dra mega D Required Bearing Widths T2 Structural Observation in accordance with IBC Section 17Ua.6 is not required
<br /> E. Design Loads and Locations'Include Top and Bottom Chord Live and Dead Loads,Girder Loads,and Environmental Loads(Seismic,Wind Snow,etc)
<br /> G-rachnical Properties F. Omer Lateral Loads,includingDreg Strut Loads
<br /> G. Adjustments to Wood anddMetal Contactor Plate Design Value for Conditions of Use -
<br /> Soil Site CI V'� H. Maximum Reaction Force and Direction(including Maximum Uplift) SPECIAL INSPECTIONS REQUIRED:
<br /> All- bl Sol[B er ng Press a -�.. I Metal Connector-Plate Type Sze Thickness and Location PER IBC 1705.12.2.
<br /> __ __ J Size Spaces and Grade for each Member 7
<br /> A tit L feral Earth Press (U, , K. Truss m-Truss Connections and Truss Field Assembly Requirements v'
<br /> Seisms.Lateral Earth Pressure ii--;tsi L.M Calculated Span erasion and
<br /> Ratio and maximum Vertical and Horizontal Defection for Live and Total Loads PERIODIC SPECIAL INSPECTION SHALL BE
<br /> UJ
<br /> _ M. Maximum Axial Tension and Compression Forces In each Truss Member REQUIRED FOR NAILING,ANCHORING AND OTHER
<br /> Passive Lateral Earth Pressure sou-prr N. Required Permanent Individual Truss Member Restraint Location and the Method and Details of Restraint 8recing to be used FASTENING OF ELEMENTS OF THE SEISMIC FORCE- II.I
<br /> O. Placement Layout Including Bearing Points,Intersections,Hips,Valleys,etc. RESISTING SYSTEM, INCLUDING WOOD SHEAR
<br /> Base Friction Coatficient ^3 P. Truss-to-Truss and Truss-to-Beam Connection Details and Hardware
<br /> WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, >
<br /> )N"RFTF 6.6 Roof,Floor&Wall Sheathing shall be APA Rated,Exte nor or Exposure 1 Plywood or 088 manufactured under the provisions of Voluntary Product BRACES,SHEAR PANELS AND HOLD-DOWNS.
<br /> 3.1 Cnc 1 '-i ll be mixed,prop.10 tall h'18C'. +i p,rrkmad to produce a Standards DOC PS-I or DOC PS-2 or APA PRP-108 Performance Standards and Polices for Structural Use Panels Sea Drawings far thickness,span LLI
<br /> 4 Glue floor Sheathing to all LL
<br /> situ hV f 5 I-->.All concrete with t.II be a i-� pia, .� i���� ACI 31&14 Table 19.3.3.1. rating,and teeing requirements.Unless otherwise noted wall sheathing shall be'/."(nominal)with Span Rating of 2410. 9 SPECIAL INSPECT-IONS ARE NOT REQUIRED WHEN
<br /> Con- 1 Strength,based on IBC S-L .s. supporting members with adhesNe conform ng to APA Specficaton AFG-Oi J Q
<br /> Type or Location of Concrete C.) �h.2 -uay Compress-51 THE FASTENER SPACING IS MORE THAN 4 INCHES. 'Ar'
<br /> fi.7 Wood members Shall be protected against decay and termites in accordance with IBC Section 2304.12 Where required members Shall be naturally durable
<br /> (Moderate Exposure) epecles o e shall be treated with waterborne preservatives wood in accordance with Arner ,can Wood Protection Association specification AWPA Ut.Members I f 1
<br /> --- Shall be of rly labeled Madded treated members(ripped or end cut)shall be field treated' specification AWPA M4.
<br /> " n accordance cant s C)Interior Slabs on-Grade 250,
<br /> Footings Basement Walls,Founder i 1 V 3COi7 psi' O
<br /> i Specified fie Strait if 1 I -i. scc: - -b'lity requ `�..�- "..-.
<br /> suangth of concrete fa 2500-psi tl rt+�s:: ,,of equuad.P. ,
<br /> tickets verifying strength spectirens_ U
<br /> Raa,tarc,g Stad shall conform to A�I
<br /> Bar Size -- -AS b I d larger -
<br /> fW-b a tl amalee' -
<br /> Waided Wine Fabric shall conic"to A,.l --
<br /> 3,3 Reinnb ng 3taz1 shall be data lad(it"I ul 1 r J J�.-. - - vIM.AC ,1'� t i»5 and Smaller)2'-0"
<br /> ups of iargar bars(p5 an,r R/7 hull t_o i +,r a bars at au.all,i. i- U"nhlnimum.Lap adjacent
<br /> - mats t of welUad m2 notice a rnLilmum far 5'al siae;,.,i ie>,t
<br /> ,N,da p i d Ill embedd tl In list oUllud 1,11 engineer. m
<br /> 3.4 Conti t-p t-on(cover)for Rain. 7
<br /> N
<br /> h
<br /> Condition � �
<br /> Footings and Unform d Surfacas cast a',, i Pillad ku L_
<br /> a
<br /> Formed Surfaces exposed to Eau1 of vVaalh-r tkr I,:•, =roars
<br /> Fornied Surfaces exposed to Earth u, v I c.(rf5 -'!r1111
<br /> Slabs and Walls,interior face(k 11 bars ,rid s„t..lh-:. S �
<br /> ,.Column Ties Or Spirals and Bean SHirul;:, I
<br /> w
<br /> So
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