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HomeMy WebLinkAboutStructural DrawingscSiENEAAL STFWCTUAAL NOTES cSiENEAAL REC:;IUIREMENTS I. Des19n I& b<;lsod on the :200Cif edition oF l:he International R6sldentlal Code (IR.c.). :.2.Des 19n Live Load~: a. RooF (5nol'I) ................................. 40PSF b. Ra&ldentlal Floors .................... 40PSF c.. Exterior Dec.ks .................... E10PSF d. lflllnd ............. CifO MFH 6aelc. lflllnd ~eed 9 second 9ust S.All dimensions, elevation~ anc:j detail& on strvc.tural documents shall be verified against the arc.hltec.tural documents prlol" to c.onstruc.tlon or Fabrication. 4.The c.ontrac.t etruc.tural doc.uments and spec.lPlc.atlons represent the completed struc.t1.1re. The c.o.ntrac.tor shall provide all meas1Jres nec.eeeary to protect the struc.ture and existing adjacent struc.turos and utll ftles . !;?.C.oordlnate all ope,n1n9s through Floors, 1111alls and roofs l'llth Mechanic.al and Electric.al Contractors. Notify Engineer oF any openings to be c.ut In str1.1c.tural systems . FOUNDATIONS l.FoundG:Jtli;m design le based, upon the follol'lllng assumed soil properties: Maximum Searing Capac.tty ......................... 1500 F'SF. Ac.ttve Soll ·Pressure ..................................... 50 PCF . Solis are presumed to be non-expansive, non'-soluble, and not pr:-one to exc:.eeslve c:.oneolldo~ton . :.2.A l l Footings are to bec:ir on undlt~turbed natural bearing materials or c:.ompacted structural Piii. S.Avotd exc:.esslve ~etttng or drying oF the excavation, keeping· the exc:.avation reasonably Free or water during placement or cc;mc.rete For Footings . 4 .General ~q1.1trements : a . Fo\Jndatton I'll.alls l'lllth be1:1ckFlll on only one I'll.all Pace shall have all supporting Framing systems or ~e·mporary brac:.tng In plac:.e prt:or to placing bac.kFlll (l.lnlese noted otherl'lllse on plan). b. Sa.c:.kPill on l'llalf& l'lith Fiii on ~th sides to be compac:.ted' In equal lifts eac:.h i;.lde oF l'lall. CONCRETE AND RE INFORCING STEEL I.All c:.onc:.rete shall attain 9,000 PS'I compressive strength l'lllthln :.2e doys except ae Follo1'115: C.onc.rete For exterior Flatl'l:ork and garage Floors shall attain 4,000 PSI compressive strength ""'ttn ln :2~ days. .2.Use iype 1-11 Portland Cement (ASTM C.150) l'lllth 4-b% a ir entrainment. Goncrete aggregate to be normal l'lletght (stor'le). S .Perform all Gast-lri-place concrete 1111ork. In occordance ~Ith "Spec:.tFtcatto.ns Par ~t:ruc:.tural C.onc:.rete Par 19ulldtnge," AC.I 901-e4, unlese noted otherl'!l&e. Provide hot or c:.old l'leather protection per AC.I 90!5 or 90b .. 4 .Re>lnforc.tng stoel ehall conform to ASTM MIS: **4 and smaller ..... ~ade 40; #5 and larger ..... erade bO 5.Hortzontal relnForGtng eteel ehall be made contrnvove by lc:::ipptng bars a mtntmt,Jm of 9:.2 bar dtametere a~ all splices and providing corner bare. Fabl"lc.atton and tnetallatton of retnPorGtng eteel ePiall cc::mform to AC.I SIS. 6.Provlde aGGeeeorlee neGeseary to properly eupport relnflorGtng a t the poetttons sho!l'ln on the doc:.uments . i.Calctum c.hlorlde or admtx tvres c:.ontalntng more than 0.05% chloride lone or thloc:.yanatee ai"'e mot permitted. e.Do not plCIGe plpee, duGte or Ghaeee In e.truc:.tural conc.rete l'lllthout prior approval of the Struc.turol Engineer. sm.uc TUAAL ll'IOOD FRAMING A. PIMEN$10NAL LUM6ER I.Al l timber conefr1.1c:.tlon (light and heavi:j) s)h all conform to American Institute oF Timber ConetruGtlon' (AITC) and Nattono l Deetgn Spec.lflGatton (NDS) standards . 2.Struc:.tural Framing lumber shall be r::>ouglas Fir Lqrc.h, ~Ith the Pollo1'11tn9 minimum grades : Plates and Stvds : #:2 Jolete and RaPtere: #:2 6eame, Poete and Timbers #I SAii s .111 plates In c.ontC1Gt l'llltf'l GonGrete or masonry Foundation shall bl!' Foundation ~ade Red~ood or Pressure Treated Hem-Fir #Z? or better, deel9nated Fo'r "Above 6round" usage as defined by the Amertc:.an lfllood Preeerver'e Institute. 4.e1v-lamtnC1ted members ehall be Douglae Fir/Larch as Pollol'lle: c.c;>nform to AITC eymbol 24F-V9 or better (Fb = :2400 PSI; Fv = 165 PSI; E = 1,eoo,000 PSI), vnless noted other""'tee . 5.e<:;.I producte shoY'll'l shall be ae manuPac:.tured by the Seise SIJlldtng Solutjone MPr, LLC. 6ot&e p:r-oduc:.ts tnc:.lude: 6"1 1e, (Vere.a-Rim) Rim Boards, and Vorsa-Lam Header$. lnetallatlon detatle, bloc:.ktng , brac:.lng and c:.onnectlons shall conPorm ta the requirements oP the rmanufac:.t1,1rer. El.Laminated Veneer Lumber (LVL) ehClll be designed and fobrlc:.ated In acGordance l'lllth the National researGh Board and the NC1t lonol Deet9n Speclftc:.atlon Par l'lood. LVL'e to be I~" thick l'lllth thc!!i fQllol'ltng minimum ll'lork.tng etreeeee : Fb = :2¢100 PSI '; Fv ;:: 285 PSI; E = 1,eoo,000 PSI i.Y'-lood mC1nuPactured produc:.ts other than those noted, l'llhlch have l.C..C.. approval , may be ueed l'llth approval oF the Eng ineer. S. FASTENERS AND CONNECTORS I.Al l timber nalltng and Gonnec.ttons ehall c:.onForm ta IRC and AITC. Reference IRC. Table No. Rb0::2.9(1): Fastening Sc:.hedule. :.2.Metal connec:.tore Par l'llood Fromlnq are manufac:.tured by the Slmpeon Strong-Tie C.ompany, c.onnec:.to're ""Ith nall s shorter than common ae Follol'llS i ed x I~"; IOd x 1~1 '; i bd x .2~". unless no.ted otner~lee . 9.Alternate connec:.tlons and Paetoners to thoee lleted above, l'llhlc.h have l.C.C. approval, may be used vpon approvCl l by the Engineer. 4.Lag 5Gre.,.. Gonnec:.tlone, lnc:.ludtng lead holes, pilot holes, and eGre""' lnetal latlon, ehall conform ta NDS. 5 .Solte for ... ood member c.onnec.tlone shc:ill be ASTM A901 ""Ith minimum I~" dlometer 1111oeher eac:.h ehd, un l ess na-ted otherY-tlee. Do not c.ounterstnk bolts 1.1nlet.e noted other.,..lee . Pl'<E-~tu' AC TURED ' ROOF TRUssr 2x4 RAFTER • 24" o.c. PROVIDE LU-24 JST 1-kS-R EACtH t:ND EACH RAFTER 2xe RIM :2x4 STUDS .......__..-4'-1~" MAit-! LEVEL+ :2xe FLR JST EXl5TIN~ COND fTION5: BLD6 1A 1 1/:2" = I '-0" 4'-0" EXIST AS4 FRAMINe ANCHOR EACH SIDE EXI STING FLAT ROOF 5TRUC TURE TO SE SUPPORTED VV TIM6ER KNEE 6AAGES -SEE C/51 NOTCH VERTICAL 4x4 TO EXTEND eETlfll SPAceD (:2)-.2x4's ATTACH 2x4 RAFTER-TO-4x.;. VV He HURRICANE TIE EACH SDE N 2'-6 " (2)-:2x4 $PAC.ED (I NElfll + I EXIST) ~ (2)-112" dla .. l THRU 60LT5 1/2" dla . x Ci!" LA6 SC.RElfll TO lf\IOOD STUD -1/:.2" dla. x '!" ,___'SLEEVE TYPE EXPANSION ANCHOR TO CGNC. $ SOLID MASONRY 4x4 VV (4)-114" dla. x b" SDS $C.RE'1'15 TO EXIST lf\IOOD STUD -PROVIDE (4)-9/e" dla . x 6" SLEEVE TYPE EXPANSION ANCHORS TO CONCRETE 4 SOLID MASONRY -TO ATTACH TO HOLLOlfll 6LOCK USE (4)- 112" dla. THREADED RODS VV EPOXY $ STAINLESS STEEL SC.REEN TU6ES (Rl::TF<.OFIT ANCHORS) ~-1,,-=-1·--o~ .. ~---------------------------------~----------------~ ------ SDS SC.RElfll MFR. = SIMPSON STF<.ONe-TIE C.O . REINFORCE EXl5TINcSi C.ONNEC. TION1 PROVIDE 1/4" dla . x S.1/2" 5DS SC.RE,..,S @ 24" O.C.. TO EXISTIN6 STUD OR RIM JOIST E:XISTING 2x4 LED6ER C.ONNEC. TION @ ----::-20_11 ~---1 :-:.-.D-~_A_L_L _________ ---'~ " LI 4 " 4 EXISTIN6 CONC.. lf\IALL (AS SHOlfllN) <1 4 OR MASONRY lf\IALL <1 4 " 4 '1 4 4 LI "' " 4 REINFORCE EXISTING CONNEC. TION: PROVIDE 1/4" dla. x 2 ,9/4" TAPCON SC.RE,.., (MFR. = ELCO INDUSTRIES, INC.) EXISTIN6 .2x4 LEDGER C.ONNEC.TION@ MASONRY OR C.ONC.. ~ALL ® ------B.I 1.1/2" = l'-0" KURTZ ~ ASSOCIATES, INC. 50 12 C.OUNTY RD . 154 6LEN~OOD 5Pf<.IN6S ; C.OLORADO (Gf10) c::f45-6905 RIVER FRONT LODGE ~ AFARTMEN.T5 1.:251 COUNTY ROAD 154 6ARFIELD COUNTY, COLORADO DRA~N 6Y : C.HEC..KED SY: 6.J.K. SC.ALE : AS 5Hbv-tN PROJEC..T #: 14-29 DATE: C..OORDINATION SET: 0 ·6/90/14 <!: o loJ 5. T'Ru c..\to ,J SET: o7/otji4j.SJ/(. SHEET TITLE: 6ENERAL NOTES AND DETAILS SHEET: S= PROVIDE 5" MINIMUM~ 6EARIN<Si 8"MIN~ -,j<-..........:--¥--....:.._...,y (1)-1*5 CONT . T 4 6 li5 VERT. o 12' O.G. '*5 HORIZ . @ I~" 0.G. t----:iir--t l'-0'' ., """-IEXl5TIN5 '"'--1 C.UT SLOPE DV'll.. 115 x 16" """"\ 13::2' @ e" O.G. ( r1 ROU6HEN C.Ol.D JT I I TO 114" AMPLITUDE-TYP ''l'Trln=.---~~~..i..-..,,.,.,.~L:..., 10" (o)-#5 C.ONT. SEE P L AN TYPI C.AL ® -~-----.---------A I" i:: l'-0" REINFORCE SLA B ~ bxb- lt'Q.I x i."12.1 V{ELDED r'ilRE FA6RIC. (V'i.V'i.F.) 1'-0 " EXI ST . YW..,L l___,_ eEYONDC-. ··~ *'4 C.ONT. TOP 4 BOT EA. SIDE PROVIDE 4 " TH IC.K C.ONC.RETE 5LA6-0N ~<So RAD E OVER 8" THIC.K LAYER Of FREE DRAINI N6 ~-~STRUC.TURAL FILL-C.OMPAC.T SUB- C>RADE IN A C.C.ORDANC.E Y'V' SOILS EN6 1NE ER 'S REC.OMME ND AT IO NS l'-0" 2 " THIC.K Rl61D INSULATION- _ __. EXTRUDED P O LYSTYRENE EXTEND BEYOND SLAB A 5 SHOV'iN ALL A ROUND 8" THI CKENED 8" THIC.J<ENE D ED5E ED6E ® --~---~---6 :3/4" = l'-0 " -() t rn UP e" x :;z•-10" HI CONC. HALL Al..l.. AROUND 28'-0 11 ----------------, I I I I I C.RAV'il 5PAC.E ENTRANC.E S'-0" VER.TIC.AL C.UT EA. 51DE OPG TIM6ER UNDERPIN 6ELOY'I r'TG TO REMAIN EA. 51DE .2X8 ® 16" o.c.. I I I I I I I I I I I +-.---l.<~sJ~--=2x~e==--•--~(e~J_-=2~x=e~-•--~s~)_-~2=x~e'-----4I I I I .2Xe ® lb" o.c.. I I I I I I I I 1 1 I , I L ________________ _J l ------------------~ FOUNDA T ION AND MAIN FLOOR FRAMING PLAN: EXISTING C.ONDITIONS:BLDG 'B' 5/16'•1'-0" ·8" THI< x l ',.6" C.ONC. RETAININ6 l/llALL N _I N VERTICAL DOll'IEL FROM BOULDER I · 1 I0'-0" INSULATED CONC . SLAB-ON 5AADE 8" MINIMUM CONC RET AININ6 l/llALL I:?" HIG>H SANDSTONE BOULDER TO REMAIN UNDISTURBED e• MINIMUM C.ONC ---iRETAININ6 r'iALL (FTIS NOT SHOll'IN IN PLAN-TYP) -------:1' VERTICAL DOll'IEL FROM 60ULDER (2 THUS): DRILL 9/4" ~la. x e" 2:2" Hlc:SiH X 9:2" x 9:2" SANDSTONE TO REMAIN UNDISTURBED DEEP HOLE IN 60UL D ~R. CLEAN HOLE 4 CLEAN 60ULDER C.y>NT ACT SURFACE 4 ATTACH #5 x 40" VERT. DOll'IEL 11'1/ .2-PART STRUCTURA L EPOXY PARTIAL FOUNDATION PLAN (REPAIR PLAN): BLDG 'B' 1/4"=1'-0" KURTZ $ ASSOCIATES, INC. 5012 COUNTY RD. 154 <SLEN~OOD SPRIN<SS, COLORADO (Cl10) ~45-6905 RIVER FRONT LODGE $ APARTMENTS 1:251 COUNTY ROAD 154 6ARFIEL.D Co..JNTY, COLORADO ---DRA~N -6"!"_: ··-~-.. ,. C.HEC.KED BY: B.J.K. SC.ALE: AS SHOV'iN PROJECT ti:: 14-29 DATE: COORDINATION SET: 06/90/14 C<J/JS. !Ruclio1'.) <;cs-r: a1/0L/i4-,t;Jk.. SHEET TITLE: EXIST. FDN FLAN, REPAIR PLAN, 4 DETAILS SHEET: S=2