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DESIGN CRITERIA
<br />LOAD SOURCE
<br />i, I
<br />-14 'W 6 1 !111111 !,1 q
<br />Simllm- ��Nllii
<br />STRUCTURAL STEEL
<br />Gretle- Unless noted other%(*e, th-agrade of steel members is as Wl
<br />Wide -flange, .. . .... . ...... - ASIMI A992 Steel Py = 5D Its! Fu = 65 ksi
<br />• Has Too ... . ... -.- ASTM AWO. Grade 8 or belthen% Fy = 46 ksi Fu 58 ksi
<br />• chartn tsplatzs� angles ........ ** ........ AX Fy = �Vksl Fu = 58 ksi.
<br />• Bette ...... .... . . ........... ASIMM25or better,
<br />Ancihor be . . ........ ASTM F1554 or better
<br />* #4 Rebar & Grade 40 (Fy 1, 40 W cw bettkar)
<br />* Ss Reber & Grade 60 Ty = 60 kal or better)
<br />Coaftetibns: Unless noW otherwise, stee� to steel connections to be Ile continuous fital. weld. AN str;-mlural
<br />-steel to be tabricatied in accordance with the A= manual of. steel oonstrucn , latest edition.
<br />Steel wattling to be done Lming E70 electrodes, and conform to -AWS D4, 1, latmt edition.
<br />1 Laa_t*�-w- Provide standard wastiers under all nuts and anchor bolts
<br />-ConcrNe: Vix and 28 day sberil urileas
<br />Concrate comprezzlye streVh. rc = 3.90, psi
<br />SL Required fzct shall be evslwalW at 28 dar� (556 days 0K W fly ash or slag)
<br />• Corcrat's exposed lowealtier shall ha%-e air eotmuivnerat cf VAI
<br />• Ya*rtum water I cernet, raft - 0.45
<br />2574o mzxfl�, ash... 501,146 rrax slag
<br />Ufts: Lft sball be poured %%VNh 60 minutes cf the provious fift
<br />Plow cancerste at ouWoor terriparatures of 400ogrees and above.
<br />Reiriftmed. ConcTete, Place 9 fokftrcing par plans, detaft� and applimble- code retltdrements. Lop all conStruous
<br />bars 48 X "r diameter ffulimurn- For a typical conthAlcurs 44 ber �diarnl = OZ*) the rebar lapis equal to4Z X 0-6*
<br />= 247 rWrinium.Relfflordeg bws� bolts, anct�,,43, etc sh-all be securely tied in position ptk>r to concrete placernent.
<br />Reinforcing steel shall be "e, v.rust and coatlwgzs�
<br />8MLIor §Rk,- Provide Sw damew X Icr long Ivet-set, or eVansion anch-cr Wts @ 4' O.C. and wilhir, 6-12" of
<br />corners %ith XxX4.22r square washars. 7,inintmuin anthar boft enibedrr*rd raqLrired.
<br />Adhesive Axwcftm: Unless noted off ierwise, epal anchors rn corll with Simpson SET-,XP or lHild HIT -KY 200-R or
<br />equivalent epoxy, Instated per, manufactoWs Videgnes. For, extreira taniperature sppAcailcm whoo lon-g4emr
<br />ternperatur-, exceeds, I 10T or is less ftn 017, use Simpson Set-Z�G.
<br />lwvateroM251na, lyVattlerproof -am baseni. 'Wafts and afab�s- on grade. It rs highly recvyn-nel�d to use asphaft
<br />waterpruc4ling sealer or Eucm'V`ardex,A*-l0 orptallne admatuiv� These wearprol agantz shell be irrstaW per
<br />the manufactaref a At ccLd+--%nts, water -stops are highly recommended.
<br />aKqt.1'1r
<br />Control JcinW contri Mots (expansion. Cold. or sww-cut) at 81-42' O.C. mquired to mifigate, shrinkage cr*c;dng�
<br />Reber orwoven wire me-sh (if installed) shaf brealk at all cor�tloljcfnts� Saw--cl JOrdsW10*1 12 hours of Pour.
<br />Skft, on Grade: Unless sW be 4,00ncrele stab with fiber meshor #3 rebar at 24' O.C.
<br />each vmy or &6XV4 Waver. Wire mesh, over 10 rrA P* vapor barrier over 4" compacted mahed rol
<br />Bg!UL� Reinforcing bars or woven wk-- mesh shall be as notsd on plan-, and shall be placed I -1,tZ" above ft
<br />bottom of, the slab.
<br />2gdna. usewater or niamblane, cure immediate4r after Wfial set for -a Toinimum of 7 days. For water curia, hose R
<br />do" and keep it wet. For rnembraneourivi wat the cworela then covar %ft an 0"Tmeabl awnbrwris �e-q-
<br />visquel m Squid meftram curing oompmmd. Provide shade for concrete during curing.
<br />�Qminag---: 4�;arage stvabs, porchsil and other conorel surfaces that mve reVired to drah sirmll be, sloped betl
<br />VT and 1140 per V. I I .
<br />!gE�te Lojp�,M, Corcreta, topping can not be ineafed on ftors unless specifically detailed on the struchwal
<br />dravAngs. 11he concrete wppirl sWl be mstg,,ipd w manufacwters specftabans.
<br />h[an-Elaar Interior Wall lo Slab ComeoWn: Intedor waft shall be conracted to concrete sJ11i w"N rnkirnum
<br />I/204-11r long amhor bolts g 9 O�C- Wet -set epl wiparm1m, or scivioad fie. Simpsori Tden HD) zrim-or
<br />boks ate aoce"ble. N into --ior vial is not spacifica%, denoted as, a shearwail, iI is accepteble to us$ 318',45' Titan
<br />screws 04WO.C. (le. Simpson TH037-5501i orequivaleal)
<br />CRAWL SPACE
<br />Y!�S�i Cover entire a2vo wft class I irapor remTdart (i.e. oy vapor bardi%,r - 6 trill required, 110 mil
<br />highty woorrimended). Extend fir up fouridagm waft iyilriinun.
<br />Accesw, Prk-r0de min I 8x24'avntspaoa access per 130 1208,1,
<br />Fowdarion Venfilaiion: Ventilation per 18C 12M4. Mininium, Isquarri foot of ventflation per 150square le�ek of crawl
<br />space, Space, vents evenly to pmvids cross ventlaft-i. Covw wMi 10 corrosion resistant Me ween.
<br />ALLOWABLE HOLES - 14101sts,& I -Rafters
<br />Wohmm ds4m* ft=h0;,,- to �xWWL Sm, Tabb A "ll UP t> 1-4, M, We, M�y be rut BMYAVW
<br />�M4-�49 0 ��alcftd zoft� For t�, h(W
<br />NO holas Im Om Mir diwneW, ro$Kto TzbktA
<br />7-
<br />ffr I - - e 0 IT
<br />10
<br />LOT TOWd V SqOWe 17OW
<br />00 �%*-,,v-ewwrf
<br />Levvo)�`z4 wab (mnmum) *I bp and t4ft" dha%CL*. do M M". wmgn !,-W rA npmw" -1
<br />1 Rotrd hoW agall s=xtrM;* T&Ih A
<br />1-Ur I,.-U �V$a lum h4�;Vduevor
<br />OR to = web In a z�iisftr !h4ftn 4L�t ovy Flm Tab* A, Use: Rm-go "Araph �� OTU
<br />lWyWa"t io rVitill to Wd mqi�mrwh%
<br />Woodted -"i�6--Scade
<br />tM3C16000
<br />Redsuip,
<br />LP
<br />TJ1210--
<br />PW147
<br />RFPI 40
<br />Red-1
<br />LPI 530
<br />FLANGE
<br />;—YtM 70
<br />SCI 6D
<br />RFPl 70
<br />LPI 3,6
<br />WIDTH
<br />PNt 7T
<br />RFP1
<br />Read -I 65
<br />PWI 90
<br />-go
<br />OK to substituto ft joists specified on drawings (TJrs) wM ims's, listed in Ws table. klatch the origh-ST
<br />depth �and spal OK toust h ic*sr Dam N-o wicith ftn specified (e.g.usa TJJ 360 instead of TJI 210)
<br />WOOD FRAMING
<br />Debult LA�T �, Unless need otherMsel the material for a viur-tural mair&er is as sho"-
<br />• 'Beam, posts, & $awmjolsts .. Douglas Fir #2 �C%F-2)
<br />• studs a fttes FferrlFr (H,F.) or Dotagfas Fir (D-F-�
<br />• Mud Sig (Le. Sill Plate) ......... Pressure Tr—eated (P.T.)
<br />• Slockling .. ... ........ -ArW W—fid ZK or rim jolst material
<br />Rim Joists Fir #2 (D.F2) 111br solid sawn, Tranufactured rim, for ll
<br />D.F. 24F-V4 (�GLS)
<br />Exa
<br />-SoueluralMerl PressureTreated (P.T.)
<br />P L n
<br />Treat with Ki-C)ear 11 by Perrill roducs, 0�i ro,
<br />Koistme cot'dent The Inax Moisture miten,, st,,all bo I,-*,; at tire tipq& of instailadon of comectors, naft� and tolts,
<br />for frarnmg members.
<br />ure - ted--um- niza with earth/cortcrele or exposed to the ef�vnentssiball be pre, sixe
<br />treated or preservatli tireated (P.T.). Colorless end sealer stsall be applied himediately tolhe ends of members
<br />al fabrication arid iffeld trimming. Glularn bearm (GLB's) v;h-'ch are exposed to the elements shall be ireated v�b
<br />Him -Clear 11 by Pommpost Products Co located h, J4
<br />Of,'
<br />_kinT� Provide 2X or engineerad lumber full dil WW blol between joists and -tal at beam and bearil
<br />wa- lo—.Cilof-cs, Slocking is recluked --t ag bearing locabors. Trusses, stumuctuiral oornposfte lumber, glueed-larni. "ta ted
<br />ineml and Plolsts shall' be supported latel as raquired by tho rnanA�ref s reconv*ndations.
<br />!-�saring: izor beams bearing on perpendicular walls or columns, Use a miff". um 3r beariRg long1h anless rk-ted
<br />atherwiss. Use anoto studs to match or exceed bearn width unless rioW othell
<br />Eai&s. Unless noted othwwIsa, headem to be 4x1Q D.F-2. f2 0 , .11 , or
<br />Glued Larmnated Mwnbera- Glulam bearm s 11 be Douglas Fir -Larch, 24; - use, onty
<br />Irtstarl per the relel installation guides for each type:
<br />V Wood 1-Joists: Used wdanshviy In f1m, and mof ftining l Joist Vill Pypfca�, suedfled)
<br />A Larnirmted Veneer Lumber (001): Wmirrears modulus of alssficity E = 2-0001,16 pes
<br />Parallel Strand Lumber (PSL): Minimum in*cluius of elasticity E = 2.OxIW,6 psi
<br />0 Laminated Streind Lumber (LSLy Minknum rnodulus of 6.asticity F= = 2.0%10`16 0
<br />Muejt -gt , LVVs.- Where mu it;-py LVL Wants am spl on the structural drawings, provkJe LVL connection Par
<br />litternational Seems! Technical Bulletin TS-LVL-2
<br />Wood Structural Panels� American Plywood Assol (A.PA) rated sheathing is required for all wood s1ructinnal
<br />pan�. Unlass� notted otherwise, the wei-A panel for each situation is:
<br />Roof sheathing: 112" CDX (ptfwood vAth rnWislurs, resistant glue - Nghbr recorrild), 00: iplywood), or
<br />7116" M (oriented strand board), w' th * dips or T&G (tongue and qrooya)� Nell with I Od rl at 6* 0-0.
<br />along edk;ea, Ir O.C. In the fleld, no bl_ required
<br />0 Prascdpfi%le EKtedor Wall Sheathing: 71160 068 or 15/3r CD ply, 8d nalft at 6" O.C. along edges, I r O.C� in
<br />ft fold, fio Necking required. All exterior walls to be sheathed per prescriptive requirel r*tsd above
<br />unless expIcilly noted as a sheanvall
<br />0 prescriptive interior WA1lShaathin9.,!)21' D",ali (,Gvpvjm Wall Board -GWB), smwed with I-1/4TyPeWar
<br />,A
<br />S scmws at 7' O.C. along edges, 7 O-C, in the lield
<br />a Flow Sheathing. W4* CDor OSS, nailed viiith ed nelis at 67 O-C� akkng edgos, 12" OC� in the field. glued wO,
<br />corrstruiction adbesive pfidr to raiiii1g. 00 tilocking mcluked (unless noted otherwise)
<br />Stairsn, Reler to ISC i0l I for stairway requirements,
<br />Studs -at Q2g9ta, lin (1) Jack and (1) king stud required at ewA end of an openingunlass otherwise wled.
<br />Exterior Skid Alalls: Use 24-studs @ 16'0Z� unless noted 2x6 exteribr stud visaft are t
<br />ypically
<br />desirable for insulationlenergycode reaw�s (Le. alotstructurel reasons).
<br />I nt enlor Walls, Mi n i rn u m 2x4 s Ws Q, I T 0. C- u r iless re a uiTed f o r p lurn bi Vivedlity tea soll
<br />ll Stud Holes & N21njng� For wood studs 1Z ar4 less, it is permisable to cut notches and holes per the
<br />fb5ol requirements. Notchiholee size shall not amirceed ft follcming max percentage of sto width-,
<br />Z Bearing waffs.- Hole - 40% of total stud width, Nol r- 25%.*f tolal stud vyidi
<br />4 Non -bearing Nvafis� Hole - 60% -of total stud width, Notch - 40% of total stud width
<br />Inal cases, W�e ecto
<br />,es rnuet be at least 5/8"from edge, off the sluld
<br />OK to drill up to 1" diameter hot- for studs up to 16"tall. H0110 to be 5ff Vorn edge Of stud�
<br />DECKS & BALCONIES
<br />UT*.ss noted othemvise and detailed, guardrails lo rPAN3t 180 101& Guardrails stiall be 40' high ral
<br />'a withstand a 200 lb point
<br />max openJing size so that a 4' sphere cannot pass through, Guardrails shall be designed 11.
<br />ksad alopheci in any direction and at any location on the " rail and shag be designed to V11,tstand a uniform load of
<br />50 Ibift applied horkoni to the top rail. Cantracicrtownerfinspector to physically vargy (e.g, push & pull on top
<br />rail) that the guardrails �meat the, Ki loading mquirernerits ri-raffelloned above.
<br />sible for a4equacy of waterpoof, ni-ernbranes an decks Which
<br />Bradley Engineering ismat responsi,
<br />cover livirgspace.
<br />STAIRWAYS
<br />Slairv. Refer to IBC 1011 for stairway requirernents.
<br />Han d rai L,-., Un less not ed cl e nvise and detalled � handrails to meet req uirerrmts, of 118 C 10 14
<br />ROOFS
<br />hianufactured Tsysses: Unless stick framimg is specified onstrucittill drawings, wood trusses areto be angine�arad
<br />by a truss frianifacturer. ff truss layout is not pr%ided by trussmanufacturer. the engineer assurnes that Inlissesall
<br />bear w exterior walls and do not bear an interior wells. Trosses and 'truss conne&konsfhard-ware to �e Fn
<br />acceordartce with truss manufiacturer's requirements, Do r.*t modify or cut tril Without approval Of irms
<br />rnanufal
<br />G�-der Trusses: Truss maniler to be responsklike for Placement of girder trusses, Install girder tniss LGTae
<br />do" or SDWC15600 screvis to secure g1rder busses as doWled on structural Orsufts. NoTntrar of studs
<br />stppoffirig girder irtas to match plies of girder (e�q. 3-ply girder truss to bear on Minimum 3 s hids).
<br />Lateral BM�129: Contractor to Install War* bracing in roof as spel by lruss nianufact"r.
<br />Headers.- Unless noted, otherwise, aM blea" wall headers to be 4XI D or 6X8,,D.F.2 min
<br />Unla-ss noted otherwise vvv-ftmirig to be 2X6 I&_ 24" O.C. Overfrarrung, to be bear directly on lop
<br />of truss below- See rafter spw chart below for max spans. Manufactured tn�ss oveftrninq is zi,,00ptable.
<br />62ass: Aft acii shelf be provided per IBC 12.092. The rough ftmmd opening size st-all not be ton rhan
<br />22'X30r and shall be located in a halMayorotheTteadflyacces,,tl,,blek=lon.
<br />L
<br />Hole Sizv, The liols diameterishotdd not exceed Z'
<br />- or 1110 the bearn, depth, , wt*-��-r;s smaller.
<br />o These guidefines are applicable to gkied-laminated. solid sawn, and engirmered
<br />lumberi"bearrisi, head "m i6sts, rafter;,,al
<br />Uniformloads only, no point loads
<br />Round holas only
<br />No holes in cantileven
<br />DO NO Tcut notch, or drill holes in headers or bearns except as inclicated im sketch
<br />WOOD FRAMING CONNCTORS
<br />manufacturer, smoson Strong�ia construction oortnectws am spacif ed� hovmver, any nationally racogrill brand
<br />(e.g. Sliver, KC, elto) may W used if they are eoutvatent intheir ability to carryr all applied loads In alt adentations.
<br />Instalatim: Ali prefabricated items shall be installed in 3tricit accordance Adth thermanufactureez recorarriandations
<br />and requiremerft 1ocations, exposure, and and edge distartces, . temrs,
<br />§�2�r Connectom., Unless noted othamise on the strictural draviini and details. me following Simpson
<br />StrciV-Tie cons n connadom s U
<br />• Post Caqw* CSTZ, PCVEPCZ SC48CS, 00, CCO, ECC, ECCQ
<br />• Post Bases: C-PT ZCSSQ, �PRPSS, ABNASUMBW
<br />• Joist Hangers: LUS.1LUFL1!KUM= J118, HUTRIMUSTF (Iop-flfange)
<br />• kiolmt Hangem., W1,11MIU. rTSMITIHIT (tlop-fiano)
<br />• Beam Hangel HUJHUQHUC0,fHGU3. LEGft,4EC-W=-G Oop-ftnge�
<br />• RafterHaril I-SUILSSRPI-S&I, LRUZ
<br />Trussand 1`;�after Connection: HI, H2.5-A, or SDV4CI5600 at each 41--al to dmVle Plate
<br />Holdowns: HOUIDTT Wdh SST8, STHD14, STHD14RJ Flocir-4*4�or Strap-'Ples: HDU2. MST48
<br />FsstenE Requirements: "Phe nui and size of famerieris connect-irilli wWl mnemhi shalt Vt be less than that,
<br />salfwth in 18C Table 23(KJOA.
<br />ExRosl Any harchll or fasteners exposed to the ele-srant's shall be heavy duV gakfanized or -stainless steel.
<br />INSPECTIONS
<br />kis
<br />Sections: Construction or Nvork for which a building pwrmit is required is subject to inspeatori by the bulklag
<br />official.Such cons's, ucrion shall rernai a exposed and access,,ble, for Inspection purposel approved (18-C, I 10)�
<br />Statement Of A
<br />1. Special inspections and structural testing shal be provided by an irWepen-dent agency enip�oyed by this
<br />Owner for the ite ms identified in this staternentof the approved =, efruction dosurnents and speciftations, unless:
<br />wWved by them Suilding Official (15C Chapter 17).
<br />2. Special in, speactions, staternts of special inspectiorl responsibitities sub mintals to the,
<br />Builcil Officiall, wrj strietural obserl�rgticl shall meet the requirevii of ISC 1704�
<br />-4. -d credentials of ft Special tnspecicw�s) sball be submitted to the Building Official. The Special
<br />The namem an
<br />Inspector shall be aerbiledund er the WAGO Spacial inspection Ce rt�flicadon Program. The inspeclor shag
<br />demonstrate competency per 18C 17042.1.
<br />4. Clulies of the Special inspector -
<br />a. The Special lospector shall reviiew all work listed for i;onfomaanca Wft the apProved construction plans, and
<br />the 2015 SC,
<br />b. The Special inspector shall furnishspecialinzpection repol to tl�a EOR, Contractor, O'll and Building
<br />OM1 clal on a weekly baVs or as required by the BuildhV011i AN Re rrs not lk� compliance shus 9 be bri, to
<br />ftattentioll ft Corromtor for correction, and if uncorrected, to the EORand, the suddIrg Official.
<br />c. Once =lrrel haw been made by the Contral the Special IrWector shag submitafiral signed report
<br />14 the Bui0ding Officiial stating that the work requiding special �.nspectbn was, to ibe best of the Spedal Inspectol
<br />knowfledge., in =116marice with the construction ll:focurnenls and the provisions of the 2015 ISC�
<br />S. Duties and espormbilili of the g2pkg2Lo_r
<br />a, The Contractor shall submit a widen statement of responsibility to the Owner and the SuDding Oftial pdor
<br />to the corrim enit of woii In accoidence with SC 1704A, the staterrient of responsibilly shall
<br />acknowledge the special Inspection requiriemants m1tained wofthin thisftfement of Special inspecOons.
<br />b, The Conli shaft notify the responsibb Special Inspector M�wofk is ready for inspec-611on at least coe
<br />worldng day (24 hours minimum) before such mspection is required,
<br />c., All wal'' requiring special Inspection shag remain acwssNa ar�d exposed until it has been observed by tha
<br />special Impactor,
<br />6. Please see ft �Spl Inspection Schedule' below for the typs and extents, of spel inspedions and tests
<br />evecthy related to ft structural engineering aspects ort this pwjw. Special inspections; V*'4 tests shall meet I"'
<br />appk-abla requirements ofl,3C 1705. Architectural special inspections (e.g. VRater, IntrMion Per RCW 641.&�) have
<br />not bow 1 ntlucled in the follol table and ar6not tinder the purview of the enginel of rerrord�
<br />Dk"ING TO 95 PRINTED ON 247M$" IN ORDER TO BE SCALE
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