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Plan set 4
• • • .SENERAL.. STRUC TVAAL NOTES .SENERAL.. I'I.EGU IREMENTS I. Des ign lo booed on the ::2003 ed ition ol the International So ll dlng Code (ISC). ::2. Deo lgn Live Loado' a. Roof (Sno ... ) ....................... 40 PSF b. OPIIc;e F looro ........................ 50 PSF (+ Partition Al loHanc;e • ::10 PSF) "· Egreoo .................................. 100 PSF d . V'lrnd ............. "10 MPH Elaolc; 1"\lnd Speed, 9 aec;ond goot 9. A ll dlmeno lono , e lev"tlono "nd det"l lo on otruo:.tura l aoc;ument& ohall be v erllle d "g"lnot the arc;hltec:.tura l aoc:.um .. nto prior to c;onotruc:.tlon or Fabrlc;"t lon. 4. The c:.ontrac:.t otru<.tura l do<.umento and ope<.lflcatlons repre oent the completed otruct ure . The contractor ohall provide al l meaoureo nece!'>oar~ to p r ot<>c:t th<> otructur<> and exlotln9 o dj oc;e nt &truc;turee ond utllltlee . S. Goord ln ate al l openln9" throu9h flooro, "'"''" and roofo "lt h Mechanical and E lectr ical Gontrac.toro. Notlf~ Englne"r ol an~ openln9s to b e o:.ut In otructur"l o~otems . FOUNDAT IONS I. Foundation Deo19n lo booed on Soli!'> Report liiOI-IlS b~ Hep ... orth - PaH iak .Seotechn iGa l , In c ., ""ted Marc;h 90, ::200 1. Maximum aeolgn ooll bearing capaclt~. 1500 PSF . Th<> Contractor sha lf revleH the Sollo Report and lalla"' all rec;ommendat lono therein, lnc:luding, but not limited to exc:avat lon, e lte conaltlane , araln"g", b"ckll ll "nd c;ompac:tlon , "'"b-on--ar"cle c;o netructlon, aralna-ae ·~·temo , "nd olte lnopectlon requlreme nto. ::2 . Al l foot1n9• are to bear on undloturbed Mtural bear in g materia l• or c;ompac;t"d otruc;tura l 1111. Gomp"ctlve effort for otruc;tural Fil l eha ll b., In accordance H lth the Soli& Eng ln e.,r'a I rec:.ommendatlono. Sear ln9 ooll!'> (natural and compacted) oha ll be lnop .,cted ana approved ~ th., Sollo En91neer pr ior to 'p lacement of foot ln<a•· I 9 . Avoid e xo:.e .oo lve Hettlng or dry1n9 of the exc;avatlon, keep ing th" "xcavatlon reaoonab l~ ~ree oF Hater dur1n9 placement of c;oncrete fo r lootln<:J&. 4 . Foundation H"lls Hlth b"c;kflll o n only on" """ foe;" ohal l ha v ., a ll oupport 1n9 framing oyotemo or temporar~ brac;lng In p loc;e pr ior to plac:lng backfill (unl eos noted other ... lse on plan). CONCRETE AND RE INFORCING STEEL I. A ll c;oncrete oh"ll attain 9POO PSI compr.,oolv" o tr"n9th "'lthln ::28 do~• except ao fo ll oHo • Concrete for "xterlor flatHork "nd 9arage flooro ohall atta in 9,500 PSI compreoolve otren9th "lthln ::21> da~e . ::2. Ue e Type I-ll Port l"nd Cement (ASTM Cl50) l"'lth 4-6% air e ntrainment. Conc;rete "99re9"te to be normal 1"1el9ht (otoneJ . 9. PerForm all coot-In-place concrete "ork In accordanc;e i"i lth "Speclflc"tlono lor Structural Gonc;rete for Elulld lngo ," AGI 901-84, unl eo& not<>d otheri"'l&<>. Provld<> hot or cold H<>at'her prot<>c:tlon p<>r AC I 90S or 906. 4 . Re ln forc;lng ot<>.,l oh"ll conform to ASTM At>IS· ll4 and oma ll er ..... 6rade 40; liS and larger ..... 6rad., bO S. Hor izonta l relnfonln9 otee l !'>ha ll b., mad<> contlnuouo b4 lapp1n9 boro a minimum of 9.1 baro dlam .. ters at al l sp li ces and p r ovldln9 corner bore . Fabrication and lnsto l lotlon of relnforc1n9 st<MI shall conform to AC I 9 1S. 6 . Prov ide ac.ceooorl<>s n<>c;•,.••ar~ to prop.,rl~ oupport r<>ln forc ln <a at th<> pooltlono shol"'n on th<> documento . 1. Calc.lum c;hlorld e or oamlxtureo containin g mor<> th"n O.OS% o:.h lorlae lono or th l oc;~onot<>e are not P"'rmltted. 8 . Do not place plpeo, duct • or cha,.eo In structural cono:.ret<> l"'lthout prior approval of the Structural En9lneer. STRUCTVAAL i"'IOD FRAMIN<S A D IMENS IONAL L UMSER I. A l l t imber c:onotruc.tlon (light and he"v~J ehall o:.onform to Amer lo:.an ln ~t l tute of Tlmoer Conotruo:.tlon (A ITC) and National Deo19n Sp"clflc:at lon (NDSJ etandarcle . ::2 . Structural Framing lum ber ehall be Douglae Fir Larc.h, "'lth th<> FolloHin<a minimum grad"'"' Plat"'" and Stud:>• #::2 Jolet& and Rafter~. 11::2 Eleamo , Poote a nd Tlmbere #I 9 . A ll e lll p l"teo In contact i"i lth o:.oncret., or moeonr~ foundat ion ohall b<> Foundation 6rade f'!.<>a l"'ooa or Preesure Treated H.,m -Fir •::2 or better, aeolgnoted for "Above <Sround " uoage ae deFined be th., Amerlc;an Y'lood Pree.,rver 'o lnet ltute . 4 . Lamlnat .. d Veneer Lumber (LVLJ oha ll be d.,elgnea and f abr icated In oc.o:.ordano:.., l"'lth the Na tlonol reoearc;h Soard and the Nationa l Design Sp<>c.llic.at lon for "'ooa . LVL'" to b., I~" thlo:.k "'lth th" Fo ll oHing minimum "'"rklng otreooeo , Fb = ::2600 PSI ; Fv = ::28S PSI ; E = l,flOO ,OOO PSI 5. 1"\ood manufactured proauc.to oth.,r th"n thoee noted , Hhlc.h hav<> I.C.C. approva l, ma~ be uoea Hlth approval ol the Engineer . El. FASTENERS AND CONNECTORS I. Al l tlmb"r na ilin g ana c.onnec;t lons ehall c.onform to ISC and A ITC. ReFerenc:e ISC Table No . ::2904."1 .1 . Faotenlng Sc.h.,aul ... ::2 . Metal c.onnec.tore for Hood fram ing or., m"nufac;tured ~ t he S lmp oon Strong-Tie Gompany, connec:tore Hlth nolle ehor ter than common Cl! Follo~e : 8d x 1~11 ; IOd x I~"; lbd x 2!-:z 11 , unl eee noted otherv-!Jee . 9 . A lternate connec.tlono "nd f aoteners to those ll otea above , l"'hlo:.h ha v<> I.G.G . "pproval , may be uo ed upon approval ~ th., I e n-a lneer . 4. Lag OG r e"' connect lono , ln o:.lu a lng lead ho leo, pi lot hal<>&, ard eo:.reH lneta ll atlon, ohall <.onform to NDS. · S. Elolts for i"'OOd member c;onnec.tlono ehal l b e ASTM A901 Hlth mlnlmvm I~" diameter ""oh..r .,ao:.h end, unleoe noted otherl"'loe . Do not c;ount .. rslnk bolt& unl""" not<>d oth.,rl"'lo.,. i"'IOD ROOF TRUSSES I. Provide open ~esb trueees Cle profiled on the c:loc::.vments t o saFely s upport th<> lnalo:.at<>d dead ana live loaae. ::2 . Truee monufoc.turer oha l l be a me mber oF the Truoo P late lnotl t ute (TP I) ana Component Man ufao:.turer'e Gouno:.ll. Trueseo ohal l b"' d<>o lgnecl ~ a Prof<>se lonal En91ne.,r emp l o~ed ~ the manuloc.tvr<>r. 9 . Lumber for truoo.,o ohall be of the opec;lee ana grad" a e r.,qulred b4 th e Englneer 'o aee lgn . <Srad., otamp each plec.e. 4. Manufacture and IMtal l preso-flt m.,tal p lateo c.ompl~lng Hlth TF'I-14 . 5 . Monvf ac:tur er eholl eubmlt ohop draH ingo to Arc;hlte c;t for revle H ana approval. Shop draHin<a eha ll lnalc.at<> truso pltc;h, opon, ond spac in g; ga9e , elz<> and location of c.onnec;tore, bearing and anc;horag .. a .. talle , truee-to-truoo o:.onnec;tlono, bridging and perman.,nt brac.ln 9 de tail~, ona all reloted lteme . 6 . SUbmit ~hop araH in gs to the engineer for r<>vi<>H and appro v a l. 1. SUbm it aeolgn ""lcula tlone , b<>arlng th., eea l of the Manufao:.turer 'o En<:J in<>e r , r<lth th<> ohop araHingo, ln a lo:.a tlng epe<.leo ona '3raae of lumber, desl<;~n load ing•. ana for<.<> ana l ~&le of eao:.h member ana d"o19n of eao:.h o:.onneo:.tlon. e>. Fobr lc;at" tru,ses ao:.o:.ordlng to approved ehop ara,..ln'3•· Provla" truee es ana all re lated Items required for ereo:.tlon, to lnc.lua " blo<.klng, bridging and permanent b r ldgln<:J. ~. Sno" load d ur"tlon foetor.......................................................... 1.0 a . Trues top o:.hord dead load..................................... 1::2.0 PSF b. Truee bottom c.hord de"d load.............................. 10.0 PSF STRUCTVRAL STEEL I. D.,o lgn, fabrlo:.atlon a na Instal lation of otrvc;tural oteel ohall c.onform AISC ona Ai"'S speo:.lflc;atlono . ::2 , Stee l other than p ipes ana tubes shall be ASTM A96 (mi nimum ~leld stren9th = 9b KSIJ. Pipe o:.olumno sha ll be ASTM A59-6 (mini mum ~leld otrength = 95 KSI) Tube oteel (T S ) ohall be ASTM ASOO, <Sr"de S (min imum ~le l a otrength = 46 K51) 9 . Gonne o:.tlon bolts shall b <> ASTM A9::2S unl<>~~ noted otherli"l le e. Minimum oF 2 bo lt s p~r c::.onnec::.t ro n. 4. Ano:.hor balte shall be ASTM A301 minimum. 5 . Flll<>t l"'elds shall be made l"'lth E10XX r o d , o lze 9 /16 " ana contlnuou• unles-s not:.ed. 6 . <Sroove Heide eha ll be made H lth E10XX rod, and be Full P"'netr"tlon ana <.ontlnuouo , unleeo noted other"'""'· STEEL FORM DECK (FLOORS) . I . Steel dec;k for the floore ohall be ~/I t>" x ::2::2 gage non-c;ompool te de<.k "lth the follol"'lng minimum propertlee. I • .0::2 I N~ 4/FT S • .Ot> IN~3/FT 2 . Sheet etee l f or aeo:.kln9 to o:.onform to ASTM A446, min im um ~le l d etrength • 93POO PSI. 3. lnotan In ac;c.ordanc;., "'lth th., o:.onotruo:.tlon docum ento and the deck manuPaGtul"'el"'•e f""ec::.ommendotlone. 4. 1"\e Ia d.,ck to oupporto l'<ith 5/8 " d iameter puddle He id e , 4 i"ielao p.,r 90 ' i"ilde ohe<>t . Slaelap faotenero not r e quired unl eoo noted o n plan. S . Dec;k flnleheo to be phoophate treated ana 9a lvanlzed , c;onformlng to ASTM AS::25 , G60. RfiNFORGED UNIT ~ASONRY l.i"'aoonr~ un it d.,o19n, manufacture ana lno ta lla tlon ohall c;onform to otandarae &e t b~ the Maeonr~ lnotltu te of America . ::2.Aoeembled maeon~ to dev e lop 1500 PSI ul t lm"t"' o:.o mpre•olv ., otrength (F'm) In ::Ill ao~o . Spec.lal ln epeo:.tlon not required . 9.Conc.r.,t., maoonr~ un ite eha ll o:.onform to ASTM C'iO, .Sr ade 'N ,' T~p" I, ll<;3hti"ie l9ht block. 4.Mortar oha ll be Type 'N' or '5' Mortar ohal l attain 1800 P5 1 c.ompreoo lve otrength Hlthln ::2/?J da~o . S . .S.rout oha ll atta in ::2000 PSI comp ree~lv e etren9th i"ilthln ::28 d"':!•· 6.RelnForc lng bar• to b " deformed bare , minimum yi e ld otrength • 40 K51. Lop re ln forc;ln'3 oar 'f ll c;eo 40 bar a lamet<>ro un l e~s otherHiee noted . 1.Relnforce all bond beamo l"'lth ::2-•4 o:.ont lnvouo, unleoo othe rH I"" noted. Ex tend f ull he ight ""'' relnforc;ln'3 o:.ont lnuovo throu9h Intermediate bona beame . 8.F'ro vla<> contlnuouo horizontal ladder t~pe Dur-0-i"'oll r elnforc;l ng Clt 16 11 01"'1 Genter , uni O&!I OthOr"'~l &e noted. lap j o lnta min im um e ••. ~.6rout all relnForc<>d c.elle and band beame eolia. <Sro ut all c.elle beloH 9rade eo lld, unl eoo o therl"'loe not .. a . IO .FII I void& ana grout o:.e l l e oolld a minimum d letanc;e of 50" b.,neath "nd 1::2 " .. ach eld<> of beam r.,actlone and other o:.once ntroted loaao . STEEL JOIS TS I. Stee l Joloto oha ll be deolgnea, Pabrlc.ated , ana .,rec;t.,d In accordance l"'lth 'SJI Standard Speo:.lflo:.atlon& for ap.,n 1"\eb K Serleo Joloto' a nd In ao:.o:.ordano:.e i"i lth notee ana aetall o on etructura l araH inqo . (SJI • Steel Jolet lnotltute) ::2 . Provide joist~ Hlth epeo:.la l e nd bear 1n9o a nd Jo lot ext.,nolono , "" oho"'n on th .. arol"'lngo . . . 3 . Provide contlnuouo horizontal brldgln9 for al l jol•t• In ao:.o:.oraanc;e i"ilth SJ I r.,qulremento . 4 . Provla., botto m <.hard <>><t<>nolon s "here requlr.,d to eupport celllnge or fireproofing ana "" noted on th., archl t.,ctura l araHin 9•· HORIZ V<.ALL REINF NORTH V<.ALL. 0 " • • SPACE CORNER SARS TO MATCH HORIZ V<.ALL RE INF ,_..._,-,#5 X 5 0 ''71 ~0 '' CORNER SAR •s x 9:2" 7llo" l GORNER SAR ~---r1-1-fi==+!J--"<-'OUTS IDE' CORNER ~ VERT. li'IALL REINF NOT SHOI"'N jiNTERIORj CONTACT LAP •s x 90 " x 9o "k GORNER SAR I [INTERIOR[ HORIZ . / i"'ALL RE INF. ~ DESI5NATES (9 )-liS VERT. + Di"'L FROM FT<S #$ x 3::2 " l.c-IO" ll4 X =:J 14 " HORIZ '" ::24 " O.C . r-r ;. l~ORIZ li'IAL "' RE INF L ~.IJ I/ Wlf == • • l I CONTACT I LAP . ~ :\! - 'OUTSIDE' CORNER •4 >( ~ 14 " HORIZ 1> It>" O .C. DES I<SNATES (3 )-Di"'L '5 FROM FT.S. #S x 4 1"lcO " ~4 HORIZ SUPPORT SA!'<. 5TRUCT1.1AAL ~ ......._ DOY'IEL: ~ PROVIDE !"'iRE T IE-I j NOTE, '5TASSIN5' 5TRUCTVRAL DOY'IELS IS NOT RECOMMENDED 6 " MIN.~ +--'---+ iYP U.N.O, , • DOY'IEL AT CONTRA~ TOR 'S OPTION, 1"\HERE S TRUC T1.1RAL DOI"'EL IS NOT IN CONTA~T H ITH VERT 1"\ALL REINF, PROVIDE #4 X IE>" loi?J" G 4/?J" O.C . 10" THK FT5- PROVIDE CONT DRA IN h PER 501L5 EN<SINEERS RECOMMENDATIONS- ' . iYP U.N.O. ::2" MINIMUM - (SLOPE TO D RAIN) 9 " ~LEAR iYP 1"\HERE HOOKS ARE NOT DIMENS IONED PROVIDE 'STANDARD' HOOK AS FOLLOI"\S, **4 -E;" **5 -10'' #6-12'' TYPIC-AL C-ONC-RETE FOUNDATION DTL A I ''= 1'-0" REINF NORTH, EAST, i !"'EST CHU 1"\ALLS 1"11 HO R I Z . SOND Si"''o AS FOLLOI"\S, I. AT ::2'-8" ASOVE ::2 ND FLOOR (1"\INDOI"' SILLS) SETI"' DOOR OPeS'S. ::2. ASOVE DOOR 4 1"\INDOI"\ HEADS . 9. AT TOP OF GMU 1"\ALLS rsee c/ssJ . Di"\L #4 X 3::2 "- SPACE TO MATCH CMU REINF 0 e>" CMU-PROVIDE HORIZ JOINT I'I.EINF ® 16" O.C. PER 6ENEAAL NOTES- PROVIDE #4 VERT x FULL HT, AS FOLLOI"'S• ADJACENT TO OP6 'S, ® CORNERS, 4 @ :2 '-0" O.C . MAX (SPLICE VERT I'I.EINF PER 5ENEAAL NOTES) ~:::j2:f" EGUAL-TYP Di"'L '*4 x ::24 "["""C I b" sIt>" O .C . ·--·--·--· ·--·--·--· • PROVIDE 1!4" dlo HOLE THFW BM TOP FLAN5E EACH 5 1 DE TO AID INSTALLATION SEE PLAN~ ~ONC . FOUNDATION 1"\ALL 1-----c;>i (REINF NOT SHOI"'NJ I" DRY- PAGK POCKET 1"\IDTH 5TEEL BEAM S "SR<S S"BRG .? __ j _______ _ <>_T _______ _ BEAM POc:;KET S<:;HEDULE BEAM FLAN6E ElO L T POCKET SIZE VliDTH 6A6E VliDTH HIOx:2:2 5.9/4 " 2.914" 10" Yil0x26 5.9 /4" :!.9/4" 10" Vll2x:2:2 4 " :2 .1/4" 10" PROVIDE ::2-J.:," dlo ADHE>IVE ANCHORS- CHEM-ST1.1D (MFR = 1-----~12x26 6 .1/~" 9.1/2" 10" AAI"\LPLU<S CO.) OR EGUAL. DRILL ~."' ella HOLE. CLEAN HO L E 4 INSTALL ANCHOR PER ALL MANUFACTVRER'S RECOMMENDATIONS. PLAN V IEI"' Y'i l2x65 12 " 4" e>" YIALL TYP BEAM BEARING@ EXTERIOR V"!ALLS ® ----------B NO SCALE SEE PLAN 1/2" PL Yi"'D 4 S ILL PLATE-SEE 5/S::2 AT EACH JOIST PROVIDE STEEL EMBED PL 5/8"x5"xl 0" 11'(1 (::2)- S/8 " ala. x b" HDAS !oA=6"J DV'\L #4 x ~4 11 1CI6 1' 0 lb" o.c . 9 REINFORCE FLOOR SLAB 11'(1 4 x 4-1"1::2 .I x 1"1::2 . I 1"\ELD ED !"'i RE FA6RIC (1"\,i"'.F)-FURNISH IN FLAT SHEETS FORM DECK-SEE oENERAL NOTES- TYP E PLAN ::2 " DECK ElRG OPEN 1"\ES 1----------l FLOOR JOIST 1/::2 " CLR MAX ROUGHEN CONTACT S~RFACE ElREAK-OUT Di"'L • • 115 HORIZ. 1J 1/?J " O.C.i------ EACH FACE 1 ~ #5 VERT. ® 10" O .C. OUTSIDE FACE I------f;o.f #S VERT. ® II>" O .C. '------·--+4-~ INSIDE FACE 1 • • '*4 x ::24"Jl fl" HORIZ s It>" O.G. • SEEP. AN EMSED PLATE PLAN VIEJ!'I: TYP Ji'I ALL REINF @) -------c S /4 " = 1'-0 " Di"\L #5 X 45' I Lds" ® 1::2" O .C. Di"\L 114 X 26"1 Lc..e 'l ElRIDGIN<S SUPPORT, L 3 X 3 X 1/4 X 0 '-8" 11'(1 (2)-918" dia . x 9" EXPANSION ANCHORS (HORIZ . .SA• S .I/::2 ")- TYP TOP. SOT l/2n X q 1t X q tt Y'\1 (4)-1 /::2" dla. x S " HEADED ANGHOR STUDS 11> 9 '-0" O.G. 14 ( 5LA6 DEPTH ) • I ~ NOTE• THE 5AY't c.uTTINN SH.A.LL BE DONE Y'(ITHIN 24 HOURS TO PfOEVENT UNc:;ON mGLLE t' c.RA<;K I H6 OF THE SLAB AND ~N TH~ GONC-RE're HAS HAIODENED ~FF!c:;!ENT\. Y TO !"~!liM I T <.UTTI ~ l'iiTHOUT C.HIPP I ~, e PAL.LI Nd;, OR TEAAI~. TYPIC-A L SAY'IC-UT JO INT DO NOT EXTOND ~ ~ APPLY eoND E>IO!!AKER i"'.l'i.f. THROU6~ fULL LEN<S;TH AND DEPTH JOINT. Of= THE JOI NT . E;x ~x -=F-~=t-~· ·~4 " .2 ":.::3 " KEY CONi. 1-W4 CONT. EA . SIDE Of .JT. TYP IC-AL C-ONSTRUCTION JO INT LOc;ATe UNDER PARTI TION i"'HEN P0551E>LE TYPIC-AL C.ONC-SLAB ON GRADE DTL 'S INTei<IOR SLABS..ON-6RADE ( S.0.6. ) I. UNL C55 NOTED OTHERY'\ISE, INTERIORS 5 .0 .6 . '5 SHALL BE 4 " TH IGK GONC-IO!!'re SLABS PLAC ED ON A MINIMJM 4 ' TH IGK LAYER OF ~REE-DAA IN IN6 6AAVE L. :2. AL.L INTER IOR 5.0.6.'5 5HAL.L !le IO!!INF O"-"ED I"'ITH 6xb-l'il.4xl'il.4 i"'fLDED i"'IRE FABRIC UNLESS NOTCD OTHERI"'ISE . OPT ION• IO!!PLA<.E ME5H i"'ITH SYNTHET I<. f le>ef< AOD ITIVE PER MANJfA<. TU'<ER 'S RE.GOMENDATION5 AND ENcSo iNEER'S AFFROYAL. PROVIDE 1.5 PatJNOS OF C..OLi...ATED , FIBRILLATED POL YPROP"r'l.E:NE F IBERS PER. CUBIC. YARr: OF GONGR.E:TE , t-i lt..a.Jt-1LJM. ~. PIWVIDE SLAB CONmGL JOINT S MA><IHUM 15' EA<.H i"'AY, UNLESS NO TED OTHERI"'I5E ( 5EE TY!"Ic:;AL. DETAILS). 4 . P11t0'VIDE FltEE•DRAININdo ISRAVC.LS ."'NN GOHPAGTI:O FILL ( V+1Eit.E NeGESSAAY) AC.C.ORDIN6 TO SO IL S 19<6 1 ~10'5 ~O~ATIONS . '· CQ HPA<:.T IYE EF~ORT POR 6AAY"el.S , S~T1.11.Al. FILL AND I:XISTIN<S; ~~AADeS i"'HIGH 5i.IPPO!O.T 5 .0 6 .~ 5HALL Be IN A<.c:;ORDANC.e Vl iTH SOILS EN61NEER'S REGOt-1MENC ATION5. PER IM ETER~ DRAIN- SEE A/51 TYP liS CONT. HORIZ. 4" CLR • 10 " li'IALL MIN SE E P LAN @ 1/?J" o.c. x --x---x--x +SEE P LAN • • . (!) •s s lb" O.G. ---~,-,-=-1'--0-,-, ----------------~--------------------~~ OPEN 1"\ES FLOOR ..JOIST CONTINUOUS L s X s X 1/::2 1/4" Di"'L liS X 9::2"l.ciO " II> 16 " 0 .G. ( ALTERNATE HOOK) 1--+--.;;..j SEE PLAN $ 1--~---------,1 x--x--·x-- • I. 4" liS o It>" O.G . ---:...--1HORIZ • V ERT 'SEE PLAN --x--x --x S.O.<S.-SEE TYPICAL DETAIL TH IS SHEET (3)-#5 c.oNT.T- • -::!:; ___ 1--_::::=f=---.!.• +-----''+<- #4 SUPPORT BAR , _ _., @ 4'-0" O .C-. SEE PLAN l ~ \)· ------------1 E 7J ® I"= 1'-0" KURTZ $ ASSOCIATES, INC . 5012 C-OUNTY RD. 154 0LENY'IOOD SPRI NG>S, C-OLORADO (•no) "145-6305 GLENV'!OOD COMMERC IAL CENTER BUILD IN G 4 SOUTH OF GLENY'IOOD SPRINGS, STATE HIGHY'IAY 82 GARFIELD C-NTY, GO . OY'INER PRINC-E C-REEK C-ONSTRUC-TION "145-4545 DRAY'IN BY · J.K. C-HEC-KED BY: B .J.K . SC-ALE: AS SHOY'IN PROJEC-T NO• 05-'1 4.4 DATE: C-ONSTRUC-T ION SET 11/10/06 C-OORD INATION SET, 08/21/01 REVISED• 10/08/01 SHEET TITLE• GENERAL NOTES 4 DETA ILS SHEET, S= L ~1 2 STEEL BM - ~"CL R MAX_) ~"RETURN HB DOUBLE L S~" x S~" >< "'" x 0 '-8.1/2 " ~ '¥.," DIA. (ASTM AS25) BOL 5 P~OVIDE CONT . 60ND 6 1-i 'o • 50VTH i'IALL A5 ~OLLOre, ~8 " vMU Y'IALL I• eELOO'l >'liNDOO'l51LL5 6ETI't DOOR OP~'5 ' !<;NOC!<;-CVT 5EE D /51 FOR PANE LS. >------'~ RE INF . :2. A60VE DOOR ' O'liNDOO'l HEAD& (5EE A/56). ~:$::::} r-:-:--:-::-------------, e. BELO>'l SECOND FLOOR (&ee A/&6). J'-NOTE , CMU 1"\ALL CONSTRUCT ION o OQJAL-rrP 50UTH 1"\ALL REQU IRES 'SPEC IAL INSPECTION ' FROM THE FOUNDAT ION UP TO THE 5EvOND FLOOR SHOP ~ELD (ALTERNATE TO BOLTS) DY'IL •4 X 32 11 - SPACE TO MATCH L___...~ vMU REINF TYP IC.A L 5RADE ~AL L RE INF. (2 )-#5 C.ONT. T 4 B 114 0 12" o.c.. __ _..,_ D~ W4 x 9.2 " lce u @ 16'1 SEE PLAN' ~ SEE PLAN • 0 D---t--C.ONT Ac. T LAP • • ROU5HEN COLD JT TO 1/4" AMPLITUDE-TYP \ ·~1 2 STEEL BM-~COPE TOP FLAN<S>E 3 " C) TYPIC.AL 1"'{12 -T0 -1"'{12 C.ONNEC.TION A #4 SUPPORT BAR s 4 '-0" O .C..-SEE PLAN FOR ADDN 'L SEE PLAN RE INF. --1 .. -=-1'-0-.. ------------------~~ 1.1/2 " = 1'-0" Dlf>IL. #4 x lt>"i"C it>" @ 1----... 24 " o .c.. • -x-x-x ~ SEE PLAN EXTERIOR 5URFAC.E 1---' 4 " ----.~._ • • • • • • • 5 " C.LR *---- 8 " li'IALL ROU5HEN COLD JOINT TO 1/4" AHPL ITUDE-TYP . • C) S-#5 CONT. #4 SUPPORT BAR f-+---' ® 4 '-0 " O.C,. _ _:___ _ __:__-------! G -~1'--~5=E~E~P~LA~N~--~~~ @) I"= 11-0 " STEEL FORMDEC.K Y'I .~.F .-SEE D /5 1 -TYP SEE ARCH ITECT FOR EXTE NDED L....<'--" END REQUIREMENTS ·-·-·-·-·-· --+~:...!:..::;~~1/2 " ~LAc ~. ~ ~ 2.1 /2 " JOIST ElEAR IN<So OPEN Y'IE6 STEEL JOIST FLOOR JOIST-TO-Bi'-1 C.ONNEC.T ION ~ --~N~O~SC~A7L=E------------~~~~=-~~--------------~~ !-2 "CLR HAX _) '-1!4" ~"RETURN HB D OU B L E L S ~" x S!-2 " x "'" x 0'-t>" EA. S IDE ~ SHOP V'iELD (ALTERNATE TO BOLTS) %;" d lo (ASTM A325) BOLTS V'I IO-COPE BOT FLAN<S>E TYP IC.AL 1"'{10-T0-1"'{12 C.ONNEC.T ION E I ''= 1'-0 " INTER IOR SHEAR Y'IALL Y'l/ 1/2 " PL YY'ID x FUL L HT.-SEE 5HEATHIN<So NOTES SHEET 5-4 y DY'IL #4 x 24"j'C If>" DY'IL. #4 x 32 "- SP AC.E TO MATCH r-- C.MU REINF #4CONT .~ DY'IL.-=~=~-----~ Dlf>IL #5 x 45"1 lcJ ~" -SPACE® 8 " o .c . PROVIDE (4 )-#5 CONT .k/ TOP 4 BOT , '\.___ 1.1 /2 " C.LR 8 " CMU-PROVIDE HORIZ JOINT RE INF ® It>" O.C.. PER 5 ENERAL NOTES-PROVIDE BOND BH PER D /SI PROVIDE #4 VERT x FULL HT . AS FOLLOV'IS , @ CORNERS, 4 @ 2 '-0" O .C . HAX (SPLivE VERT RE INF PER <S>ENERAL NOTES) EGUAL-TYP vONC FLOOR SEE 5 /51 SEE PLAN 3.1/2 " PRO VIDE CONT . '-__:~.,.---~-------h4----i CLOSURE 6ETI"!. JOIST 6RCS.- SEE E/51 )--J----C.ONTAC.T LAP OPEN Y'IEEl STEEL JOIST Dlf>IL •4 >< 2&" lee " 1----1----j® 12 " o.v. ~S EE PLAN J OISTS CONT. 2xf> REDI'<O OD S IL L PLATE Y'l/ 5 /8" d lo . x 5 " f---~ EXPANSION ANCHOR® 24" O .C.. 11t4 )( 4 '-0 " Cl 24 " o .c... ~---~ OPEN Y'IEB ( FLOOR JO IST A T EA. JO IST PAIR PROVIDE STEEL EMBED PL s;e " x e " x ta 11 YV (4 )-112 " dlo. x f>" HDAS 5EE PLAN' DY'IL SEE H/S2 1---l-~ (ALTERNATE HOOK) '-,----x--x --x -- FT6 REINF . SEE H/S2 ® If>' O .C.. (ALTERNATE HOOK) PROV IDE CONT . FORM CLOSURE BETI'< JO ISTS EA. S IDE 1"\ALL REINFORCE FLOOR SLAB Y'l/ 4x4-Y'l2 .1 x Y'l2.1 Y'IELDED V'i iRE FABRIC. (V'!.V<.F )-FURNISH IN FLAT SHEETS FORH DECK-SEE <SoENERAL NOTES-TYP OPEN I"!EB FLOOR JOIST 5.0.6 .-5E E TYP ICAL DETAIL SHEET 5-I S E PLAN ~ 5EE PLAN X x --x--/ . 5 .0 .5 .-SEE TYP ICAL DETA IL SHEET 5-I •5 V ERTs 12 " o .c..@ CENTER OF I Y'IALL .B '-10 " FRAM IN6 NOT 5HOY'IN SEE 5 /52 FOR JOIST 6EARIN<So . 4 ·. • • · I I I I I I I I I I ::J. = _::1. _::;,--1 --I --I --I --I --I --I --I -++--. HORIZ. D>'ll I I I I I I I I I I •5 X 10 " rc :24 ' f--i--c~----t .. ! . :::1-=.c} ~I --I--I--I--I--I--I--I--1-:g:r . I I I I I I I I I I I (ALTERNATE HOOK) ,..;.• ::J.=.c}~l--I--I -1--I--1--1--1--1- • 12 " O.C . • CENTER OF i'IALL FT~-TO-i'IALL D>'ll '&-SEE D/5 1 #5 CONT . HOR IZ. FT5-TO-Y'IALL DY'IL. #5 x 10 " :o..hf>" 0 CENTER OF 1"\ALL (A L TERNATE HOOK) #5 HOR IZ. 11> 1.:2 " o .c . G> -+--~ CENTER OF 1"\ALL •5 x 5 '-e>" <~> 24" o.c . TRANSVERSE #5 X 10'-Q " G 24 " o .c.. #S x 12 '-2 " G> If>" O.C . •s x s ·-e ~~ ~;~ 12 0( o .c . TRANSVERSE ~"'{ALL E L E V AT ION : TYPICAL 8 " TH ICK BRAC.E ~"'{ALL H 1/::2 " = 1'-0 " DRAIN-~ #5 ® 18" O .C.. TO P 4 BOT PER I METER~~~ m 5EE ~~ I-" -.-I-'--O-" _i~~~~~~~~~~~~~~~~~~~~~~~~~~~~~!.:__ ______ --1® ---~ .. -=-l-'---0"--------------------------m----------------~~ TYP TS C.OL-SEE K /52 ---1 f------1 FULL HE ICS.HT STIFFENER PLATE 1/4" EA. S IDE STL BH GAP PLATE 1/2 " Y'l/ 2-1/:2 " dlo THREADED STUDS. TYPICAL TOP 4 BOT. U.N.O. ~TY~P~IC.~A~L~T~S~E~N~D~C.~O~L~U~H~N~------~~ NOSGALE ~ 2-#5 X :2 '-0" LAP ~ ------~-~~~~--, ----------~------I 2-#5 X \ I 1'-o" J \ I HIN I \ I -\ I _j STEP LOCATION ,IRE• PLAN I '1 \ :rr \--------- PROV IDE STABLE SLOPE~ UNDI S TURBED SO IL '========~ 1'-0" l 1'-0" l H IN 1 MIN 1 TYP IC-AL FT6. STEP DETAIL TRANSVERSE REINFORC.IN6 NOT S HOV"{N NO SCALE TOP RE INF . BOT REINF. J PROVIDE EXPANS ION JOINT EA. FACE OF I'<ALL-SEE ARCH ITECT FOR JO INT MATERIA L T5 4x4 STEEL C.OL- Y'IRAP Y'l/ FIBER 5LA5S INSULAT ION TO ISOLATE FROH C.MU PLAN V I E~"'{ ® ---------1K 1.1/2" = 1'-0 " 5 /8 " dlo THRU-BOL T @ 2 '-b'' o .c . PAC K -OUT TO BE CONT SOLI D -SAV'iN V'lOOD V'iHERE NOTED . ALTERNATE PAC.K -OUTS SHOI"!N EAC.H S IDE OF BEAM. r--1 AL I ~N V'lOOD 4 ED5E OF F L AN~E ---------1 L TYP V"{D PAC.K-OUT@ STL BHS C0 NO SCALE KURTZ I! ASSOC IATES, l NG . 50 12 COUNTY RD. 154 GLENY'IOOD SPRINGS, COLORADO ('110 ) <145-6305 GLENIAIOOD GOHHERGIAL GENTER BUILD ING 4 SOUTH OF GLENY"lOOD SPRI NGS, STATE H IGHY"lAY 82 GARFIELD CNTY, CO. OY"lNER : PRINCE CREEK CONSTRUCTI ON '145-4545 DRAY"lN BY : J.K. CHECKED BY , B.J.K. SCALE: AS SHOY"lN PROJECT NO : 05-'14.4 DATE : CONSTRUCTION SET: 11/1 0 /06 COORD I NATION SET : 08/21/01 REV ISED : 10 /08/0l SHEET T I TLE: FRAMING 4 FOUNDATION DETA I LS SHEET : S=2 ~--------------------------------------------------------------------~ .. ----------------------------------------------------------------~--~--~====~~~==~--~~~----~=============··---·---.... , . JeC.A C.L05ED RISER STA IR Y'V 1.1/2 " THIC.K C.ONC.I\ TREADS 4 TS 10~2 ><~/1 6 STRIN6ER5 II" 5 ~" :'\ 2x4 ~" TO ~.1 /2 " I""' TYP r I"'IOD / GONG PLATE / TO PP IN6 / \.L.. ·--7--·+--·-·--·-·-·-·- , == ~ Tl <> I= 0~ . +l ~1 0 (DEC.K EDGE ElM) ~ -===~ 9'TOS .I/:2 ' 1~ 1\ //~~~~ I -·-•-•-·-·--·--·-•-r = \T5 ~x;lx l/4 < > T ~10 YV STIFF I + I ~ PLATE 1/4" EA. I SIDE (SEE 6 /54) 4 i + ~1 0 (DEC.K EDGE ElM) 2x4 ~ODL/ PLATE I /5'\ \._--..._-----1 PROVIDE (2 )-~14 " ( < \ ""' d lo (ASTM A925) \25; 60L TS (TYPICAL) fA\ ------=-----------1~ I"= 1'-0 11 C.ONC.. >'!ALL- RE INF . NOT SHOifoiN -~ . 10'' (NOM INAL) CMU <; ~. ... • : . . • • v" . ' . . ' 10 " >< e • "-TAC.K "''''' _, , ' • , / BOND C.MIJ (5EE \ '• • , ;\ / ARC-HITEC.T) _-:--·\ _....,' ' ··.' e " " 16 • c MU _..-/ \ • .. · \"'~r-7'C·/"/" /'"" //,...,_. ~...; ~ \~v · ·;. 8 a~~ DESIC.NATES I :'---... ' · ·• · ·v ..-.L \ 'V .• ·Y (5\l ~b~cViLc.~~ '1'1, '-\ ~ :· • . • ' v ~ Y'IA LL-TO-C.MU li \..-.....,_ '-,_ '-,_ '-,_ '-. '-V //// ====* >'!ALL + #4 ////1//////////. ////////////. V ERT >< FUL L .-i .... .V V · . . ' . ·: V v · · . v '/ v ..... • ···.·v HEIC.HT-TYP /•.··f ..:'.[/ // · ""· ··v /. . , ·. '. v / / ... ·~· .. v o-----/v"v;;;· vvvvv ;v-~~;//v7;~-;~~ FACE OF 10" >< lb" 5TAC.K L-C.ONC. ~ALL BOND C.M~ (SEE OP~ ~------'~ PLAN VI EV'l ElELOV'I ARCHI TECT)@s 1.1 /:2 " = 1'-0" FOUNDAT IO N PLAN NOTE S , I. C.oncre te foundat ion l"'<>l le to be 10 " th ick un less noted otherl"'lse (U.N.O J :2 . D lmen$lone thl5 5heet ore to face of concrete U.N .O . 9 . TF = top of concrete footing . 4. TY'I = top of concrete l"'o l l . 5 . SF = Step In top of concrete foot ing. See t~p l col detoll J /S:2 , 6. Finish 'ilrodes are t o provide 96" minimum cover for exterior Footings , ond 1:2 min imum c learanGe beneath beame and 18 " minimu m Giearanc.e beneath Floor joist!>. 1 . Footings ore to bear on undl!>tu r bed noturo l beorlng so il s or Gompocted structura l Fi l l. e. @ designates TS 4x4 "'h iGh beano on th e concrete Fou ndation "'a ll V<lth Bose P lote 9 /4 " x 1 " x 10 " l"'lth (4 )-11:2 " d lo . x 'Epox~ Anc.hors '. See detoll K /S:2 for e ><pans lon joint In C.M~ V<o ll adj acent to co lumn . <1 . F .O .C.. de5 lgnote5 face OF Concrete . 10 . K.O. designates knock-out pane l be lol"' l"'lndol"' open ing . See Arch itect For odd lt lonol Information. II . For f uture sto lr s upport post f-ro vl de :2'-0" >< 4 '-<1 " >< 10 " deep t hlc.kened s ial:>. Reinforce 1"1 / (1)-#4 x (;> ·"4 l:lottom. FO~NDATION 5CHED~LE : LINE 'C.' NO . T.O . CONC . Y'IALL T .O. CONC . FT~ DETA IL CD TVi = 100'-0 " TF = <11 '-0 " @ TY'I = <1<1 '-6 " TF = <11 '-0" C /S:2 @ m = 1oo·-o · TF = <11 '-0" B /5:2 @) TY'I = 10:2 '-0 " TF = <11 '-0 " B /S:2 @ TVi = 10 1 '-6" TF = <1<1 '-0 " C /5:2 @ TY'I = 10:2'-0 " B /5:2 (j) TY'I = 104'-0" B /5:2 @ TY'I = 10::')'-6" TF = 10 1'-0 " (5) TY'I = 104'-0 " TF = 10 1'·0" ([9 TY'I = 106 '-0 " TF = 10 1'-0 " C./5:2 B/52 S /5:2 ROU~H OPEN I N~ (R.O .) SCHEDULE@ INTER IOR C.ONC.RETE Y'IALLS @ TV'I = 10 5 '-6 " TF = 10 9 '-o" C./5:2 No T .O. C.ONC . T.O . C-ONC. . 5 1LL HE AD ~ TY'I = 106 '-0 " TF = 109'-o" B /5:2 102 '-0 " @I TY'I = 108 '-0 " TF = 103 '-Q " B /5:2 104 '-0 " I W-4" @ TY'I = 101 '-6 " TF = 105 '-0" C /5:2 106 '-0 " 119 '-4 " ~ TY'I = 108 '-0 " TF ~ 105'-0" B /5:2 4 115 '-4 " 11 0 '-0 " 111 '-4" @ TY'I = 11 0 '-0" TF = 105'-0" S /5:2 5 ([] TY'I = 10<1 '-6 " TF = 101 '·0" C /5:2 @ m = IIO '-o" TF = 101 '-0" S /59 5EE DETAIL 5 /51 FOR Y'IALL RE INF . ADJAC.E:NT TO OPC.. OPP05 1 TE~ HAND~ ~ 2eo ·-o· ('1'-To-•e •) 4 : 40'-0" 40'-0" 40'-0" tJ "-20 '-o " 2o ·-o • .:20 '-o" .:20 '-0 ~ 20'-o· 20 ·-o ~ 1 :20 '-0" :20'-o" ~------~~------~-------=~------~-------=~------~'-------=~------~~----~~~------r-----~~~------~----~~~----~r-----~~~------+-1 1 '-11 H 1 '-11" ''-o ' ~·-o· i '-11~ 3 '-0' ~·-o· "1 '-ll" J4 " THK ;2 '-8 S'-4' lt4' THK . 0 4 '·1" J4 " THK I. 4 '-1" I J4 ' THK I. 4 '-1" T.O. FT<S> I I J 4" THK FT<S> 'I I rT<S> 'I HAT CH rT<S> 'I I 1!. ~ I 0. ~ I 2 It 2 It T>'\ • 11 4 '-b" 1!-, ~ I . It, ~ I I It, ~ I 1!-, ~ I -=---' I -=---1!. ~ It, ~ I I li( ~~~~~~.9,R 2 ~ I 2 ~ I >-;T~ >-~ 2 ~ i 2 ~ . ' II I 2 ~ I 2 £ I i .-LINE . 2 ~ II H I i I ~ m I ~ IIMPO<.KeT I ~~ ~~ rr-q~~ ~~ m eHPO<.KeT I I 5 .F. Sl\!l~ ~ I ~ eHPO<.KeT TYF (D\: 5 .F. TYP (D \ ~ I ~ eMPO<.KeT . I I j r-_____ N ____ T_ -:--T _11 ''-6~&:~ __ ~~-__ ~~-___ 6AAC-e~L=-~~,_-,-~,~~e:~~ _ J __ .L -r=--_ t ~ ___ ---,-J ---, _ ~·-6~el\ I 't'l--~ ~-__ "-?,!.! ___ T-+ _T _11 1-6~:\~--L-..J_ Al-'1<---1-----1-;:11<--------+ ' ~ I I \ ' I -\: I . \I I I 1'-e l :-----' SJ __ ~ ~-----~--~ ./ __ -~----~ I ~--f--->-f---'---, ~-~------~ I ~----->--:_.., ~~-----.--~ I ~----->-r--'---, ~ • I 4"-I • I I 2, Tl1T1' •• ~1.'_-~.·112 '1 4 " I Q -I I I I 4 "-I '-I I -() I 4 " I I I L.----------""' 'I' IO'c...;.-' Tl't • 114 '-8 .11:2' • b . -'1.' "" ~ ' -jf< TW • llb '-8 .11:2 " b . ..:,..; I Tl"' • 11 8'-8.1 /2 ' 0 -i-' " I "' . rF'\ I "'" qq •.e.• ljl :r I I I (iS\ eee ~ I I I!&\., 9 II I'-I f'6\"' ~ ~ 11'-o·<;;: I TF. 101 '-8 " • :r II ' I !&\ S' I 1'-0 "~ I TF. IOE>'-8" • "' I I I (iS\ r ,l -o "~i>:t~',.------------1 ljlh \5:,i---;;.:2..-H;-t.d-~+__j• i-;~dl • \52/ Nore --......_-,I-, ~ r.. \S:V ':' r~ 'I 148" . rJ'\ 5' dl • \5-;l./ r;e:. dl r h I ·1 !'+"" fJ\ ~ 1 \52; sa:. dl rh 1 I T '"T -I Tl't. 114 '·~· I -I ll ':<:8-<P -rt-"' I ./ SEE I ~,;I I """' \51 J "' ' I -NOTe ~L ~ I I ~"'~"' \51 J \ I -NOTE L:'I<-~I I I -'J.d------.-I TF. qq '-8" ' ~~ 'r .. I I' I .-' ~ v NOTE t--0l )" I ' "--' '--' )" .____, '--' ' -~ (, -'k-------1 c.,-L--+J 0.,'1J..i:-t--J L m'-J •11 1'1~ I ~'<--L --rc_J .'"~ 'lc I _,~L-+_J .""~ ll cJ I r • Jj_ m. 114 '--t>" • ....)~ 1 • ....:: r__:... 1 ltl-" 1 I' dlJt r 1 ~ 9 1 Tl"' • 108'·4" ~ P,OCKE~ 1 TF • qq ·.e · 1" L .J [j' BM POCI<ET BM POCI<ET TV< • 11 -4 '·6" 1" ~L,. y I I 6M POCKeT l llm • 11 6 '-6" -iN ~LJ y I I 6M POCKeT JI\Jm. 118 '-6 " -..-; ~L J ljl I I ®-..,. L TF • qq '-8" m 11 3 -4.11& "' ' m • 11 3 '-4.1/e " Ti>'l • 11 3 '-4 .1/e ' , rr • qq •-e • ., r.. 't 1 1 TV< • 11 5'-4.1/e " ITF • 10 1 '-e· ~ r.. 't 1 1 T>'~ • 11'1 '-4 .1/8 " )TF • 1os•-e · ~ 1 ;.,. 't 1 1 6 --'1<--~+----~(:A;\:;-:::-:---11-+--i-;1 ____,1 -------t--------:p::q ---------r--iM POGK eTI -----;:;-l 1---1m .-11 6 '-6"---+--1 --BM p'?c;~~ -• 'L f-j---lrn .-ll e '-6 "----'----1 --BM P'?C:KE~. • -;;;!, "' ~F 1 1 , + ~·~·,o.e I 1 T>'~. II S'-1.1/4 "t-. ~ 1 ~ lTF. qq ·-e · TV< • 115-1 .1/4 • ~ 1 ~ l rr. IOI '-e " TV< • 11 1-1.1/4 ._,. ~ 1w _J h +------'::.i1!+~--i ADD ITIONAL FT<S> I ADD ITIONAL FT<S> ADD ITIONAL FT<S> I .1, T.O. SLAB ~ :r _, ~ ~ "" I .1, T.O SLA5 :r _, ~ ~ I I I .1, TO ,;J.Ae \.~. ~ ~ ~1 ._6 • RE IN F ·.;~."~;) , RE INF. •5., 12 " ;;g,:) j' RE INF. •5 " 12" ;;g,: \ 'f' loo'-o" r-4;':;~t-f 4~ ~:~·;;;-:J;. D I 'r 1o:i·-o· r-4;:;1i<-f 4 " (E\ )oJ)J1 ~~~ :Jt. J I 'I' 104-o· r-4;"1 f' ~ J l, 1 ) 1 oc. eor . oc . eor I ~• -I ~ ···-o '-,, 55 11) ·~ .,. . I l l'-o, .. \5 1 J 1--+'--...._-.~---i ,.. ,.; .,:_J -...l lo " Tl"' • 104'-o " I . I • I . H r Q I WJ')' ,.,~ ~ Q WI>' ~ I ~ v J '3 '· I " TF••l'-o" 1 ~OJ • 1 ~OJ • 1 ~OJ . ei<OS iilita 'l :¥" . I ;;OJ • 0\lil:l l 1 C:,OJ • il\oill" 1 'f .. ~FT~~~I:::H-...,r r--t -.t''t "fOJ r--l--+',' "" JOJ r----6-'r :r., ~ I 1 )...(.~) -..$'> !<:, 'I_T _\>-; {,i ~ I I A) r r--,--t.i,, J<:, SF I I ,.,r-'1<--------' L~----' __ _j l (' )~ :~~---__j-~~ I _' ~-~t----~ j_ . I\) ~~}----~ rr ~-::--r~m ~ ~-=-l / --~V-.---~ y __ -------=-~-I \ ~-~0---"'"' -i c.-rr-~-~~------+L~~~~~~~==~~==~~~~~¥toc~~c=~~~~~~~~==~====~~~~==~~~~~~==~~y=====~~pqoc==~==~~=3~==~==~==~~ K URTZ 4 ASSOC IATES , l NG. 50 12 COUNTY RD . 154 G>LENY'laOD SPRI N G-S, COLORADO ('1 1 0 ) '145-€>305 ~ ~ 1 '®1 ~----~ ;~1_L_ ,~ ~ .s--~ ~-® ~-~t1 f:, fl .I® -~ -~l__L_ ~+-~ J-9;,, --® ~ ~-; _®_6_ ~-~ @l__Lrr.;l~ ~ J-1~ ~ ~ ~-::-® ® --~-1_l_~t~ -~ _r -~-9 -~ ~ ~ t &; ~ '-A '-6dl '-I --Ir::.--F -'C,..J:-.'=>2 '-1"-"1 ,-r---=---r...r---~· ""' "-' dl--Tc--F..r....l -:1----------~ '-£; .,.--------I --r----------r----r---,--~---r----I -:1._ -~-: ~ ;-~----~ -----,-c -(1 1\-1/mSAAIEJ ---1---I--~~~-~~l~·l~: N -~---~ .-----------1 ,(GV'B\ : 2'-8 '!--.. I ~ ..c4J ' ro""j dl I I 5 I \SoJ I '-TF. qq •-o • I I , • ., .( 0 \I I 5 ll ~ OF'Pc;;~zN ~: ~ e """*. L'nl""-"'.s··-4:::..",f-----'~~4.::!'-e:::..·+-->h-*-----l.!!lo:::..'·::o:o:..." _4 c...L '~"='·4c.,' 1'-nf-v' ,.,f<=~:::..''·::c4~" i'---'r-,il-'-:2_·-_e ·-'-~ o::.·.::!-o:::.."+-----,~o:.,.+"l _, \.!S,._o""v'--ffl-::c,6 ,· -;.I ++rl2~o:::..'-o::::::...· __ ----,~l'nl~c=...= ···-4:::..":ol'l.2~··-e::.·>i'--"'l o:...'·:::::o..;" 1---+-nl'-ri'----t-";lo<:'·-:::::o:,-'::-"'. _4 _----=e:...'·:::::o_· ....,h-,L >f"s:::..'·::c4~" 1"-:~.::!···-8'-,1' ,____,_l o::.·.::!-o:::..'+-----,~o'-T-;ll.,___'~'--!!--....,~s.,;;oM II jjjl .;-1 -,-----=2~0:...'-o::::::...· --,~<...,<~ GLEN V'IO 0 D ·: \...''2 ·-o· \ .. .'2 ·-o· 2 '-oU'I \...'2'-o " 2'-oV (N\1 I I 'I \...''2 '-o " 2 '-o l) \...'2 ·-o · IKo ) 'I \..:2 ·-o· 2 '-oU'I (N\ I I 1 '.....'' COMMERC IAL L 15 '-o" 1o '-o" lo '-4" 4 '-e " 1 5'-4 ' q '-ll " 1o ' o • . \?~I 11 5'-o" 1 15'-o " 1o •l o • 15 '-o" 1 15'-o" IO '-O" . ~ I 15 '-o' L 1 I T.O. PIL STER. 1 0~'-0 "k _j_ 6 ''f l!-6 'Y I \EACH ., I 1 T.O. PILASTER. 1 0~'-o "k_ _I_ 6 '~ w6 '11 \EACH I GENTER ."'..----------T---------------------!---~~~~TE~-~ ----~~~~·\~I?J5 1 De-~-. 102 '~-.. ------_,__I ------___ ...J.._I ---rr. ~o l·-o ·~---~-D ~ _--~----,-l te"\.51::>./Sie>e-t BU ILDING 4 '!I I I + 2 '-o " x 2 '-o " FT<> .../ ~ ~ I I IITF • q1 •-o · I ~ 6:1 I y ;J rr I-,. ~ 5 '-0" 4'-b " f-i-..-+H+--,"';,_'-~"'·-+-"'5,....'-o-,',....' ++-..J 20'-5 " 6 """" q '-6 " "-6 " 10 '-3" 20'-0" 20'-0" 20'-5 " Gf '-6 " 10 '-3" 'I 1 I 'I 'I 40 '-0" I 40'-o " 1.. 40'·0" 40 '-0 " 5 FOUNDAT ION PLAN 4 40'-0" 40'-0" 40 '-0 " 40'-0" 20'-0" 20'-0" 2o ·-o ~ 20 '-0 " 20'-0 " :20'-0" 20'-o" I I -~-@ . 9 !!l FOUNDAT ION PLAN 1/21 "=1'-0 " SOUTH OF G>LENit'IOOD SPRINGS, STATE Hlt'IY. B2 G-ARF I ELD COUNTY, COL.ORADO Olt'INER : PRINCE CREEK CON STRUCT ION ('110) '145-4545 DRAit'IN BY: H .C .E .K . CHECKED BY: B.J .K . SCALE : AS SHOit'IN PROJ . NO: 05-'14.4 DATE : CON STRUCT ION SET . 11/10/06 COORD I NAT IO N SET : OB/21/01 REV ISED · 10 /0B /01 SHEET T ITLE : FOUNDATION PLAN SHEET : S=3 L.-TO -JOIST )---rr---'._ -TY'P i:l /l t>" V \ CONT . I rf----1 L 9.1 /2 )( 9 .1/2 X 1/4 SEEPL.N I+ __c:,=:...;,::cF--0- 9 .1/2 " SLAB ..----, • • • • • ~ .i..S .j ~t==~=~~~~~~~~~E:~~~~\~11'~ IJeT ~R 2.1 /2 " JOIST---::;: I ~-IILU-:l!l < > BEARIN5 ~~ / xrr-:-· "-------=2'-"xiO~ STEEL _/ <~ " / CONTINUOUS 2 x l0 LEDC>ER FORMDECK ;;;;;~ ~!hol ATTACH TO L 9.1/::2 x 3.1/::2 W _/ •12 x 2.1 /2 ' FLAT HEAD TEKS/4 OPEN ~B Ill 12 " O.C . !MFR= BU ILDEX)- ATTACH TO PACK-GUT~ STEEL JO IST 1/4" dla. x 9 " I"'IOD SCRE~S ~IO~~OD PACK-O UT PER L./52 I"= 1'-0 11 FULL HT STIFF L P L. 1/4 " EA. SIDE I '\_ = C.AP PLATE 1/2" j i rv 4-1/:2 " a la 1 THREADED STUDS ! I --~l i: i TS CO L It--< __ u_a_"_=_l_'--a-.. ------~~ Ill It>" O.C.-(SDS 1/4 x 9 AS IVIFR'ED BY SIIVIPSO N STRONCS. TI E,CO) 0 ~-1',1+--< 'f.-TO- V C.OL CONN PLATO; 9/PJ' X E>" HI6H I W:J-~'d l o A5TM A925 60LT5 < f7ZLZZ'Y.ll' I TS C.OL/ -,W'-\ l'liO 5TL ElM 1 .. C.LRI -" EACH \_EACH 5 1DE 2 r-51DE (TOP FL6 HAX -,1'-;-;l'?f==l =-NOT 5H01'1N ) :z6 "y 12 " PLAN V IEV'1 @) -------!G NO SCALE NOTC.H t>xi:Z TO BEAR - DO NOT O VER-CUT D 3 xe TI MBER BLK 'CS. x 1'-0" M INIMUIVI EACH S IDE bxl2 (DASHED)~ jCONTINUOUS CLO=<JRE l ANC>LE -SEE K/Sb I j BOLTS Ill P ACKOUT \ \ 14 BLK'CS. -SEE L./52 t k--r-\----+---,l r--,--x~-x-x-x- ~ t>xl2 -1:)\ d.l _, .,.---Tl MBER 61Vi ___ ,;- I I HARD~IOD SH IH x 5 .1/2" LONGo Ill t>xl2 RAILINCS. BEYOND NOT SHO~- .-1-_\_ <> ~ .') 2 xe CONTINUOUS ~OD PACK -OUT -SEE L./S2 ~1 0 STEEL BH (DEC.K EDCS.E 61-1) 1 SEE K /Sb --~-.. -=-1'--0'-' --------------------~~ SHEATHI~ NOTES I. Sheatn rn~t tho ll b4J Merrc.an Pl~lo'laod Aeeoc.rotron (AF'/IV, E)(poavre I, C.-D pl ~~ood s or orlent.d etrond board (0 .5.6 ) as Po li o~•· F loart ................................. :2S/9~" thlc.lt., APA rated ~trvd-1 -Fiaar , 24 O .G ., T & 6 RooPe ................................... IS/9:2 M th ick., APA rated ehe athlng, ;1::2/l b. Provldo Plye llp o mld""Y b•t~ell!ln r aPter• at unevpported eheet edgee . l"'a ll o .................................... 1/16 ' thlek, APA ratod onoath lfl9 , 24/0 , oil odg•• b loc ked . 2 . Sheoth •><t•rl4?t" ''"·• "' a ll •xt•rror ,,.am• ll'to ll t ~rth APA a.hea thi'lg unl oS&e notdd other"~l &d on etruc.tvr""al dr~rng&. 9 . Oo not bloc:.k. Ploor ond root eheath lng e dgee tm leee noto~td . 4 . Plynood Plo"'" oncoatlllng to ~ g luod and nal lod to th o "oor Jolete uelng adlee lv ee conforming to APA Spec.IPic.atlon AF6-DI ond app li ed In occ.ordance ~lth manvPac:.turer 'e r e camm endotlon e . ~mo ve d lr"t and J"otater Prom joists, opp l ~ 9lu ct ~ Jolete and GOIT'f'lete all nall l"9 bePore 9Tue eete. 5 . Floor and root -·~-·~ : I ~1111 1 11• ~~~ b . NA i l l ~ USE NAILS NA IL SPAC.I ~ COMMENTS (D.,rormod o _1m"""""· o_ """"' ohanlc) e<~pporto Edgeo Flo or ed (,I ;II " 4>) 10" 6 " Rcor ed 1.1 :;1" 4> > 1::2 " 4 " 1"1<:1 11 ea !.,1 " 4>! 1::2 ' 4 " 1. Nai l dla.,.,t<>r or .1!1 1' 11 ""'ulval.,nt to ed eomm"" or 1:2d elnk..!'r nolle. r-1e c:.h anlc:.a ll~ drlvC!In nolle oP equa l or gr-ea t er d lanetor ~h i Gh penetrate the Promlrt9 mombore at leaet 1.5/4" m~ l::>o ut•d. BEAM CONNE;C Tl ON SCHEDULO: CONNO:CTION NO . DESCRIPTION CD SEO: A/52 see e152 ® BM POCKET , SEE B/51 BM POCKET , SeE 1/S'I ® see B /S4 ® SEE B /S~ seE A!S!l ® SEED/54 s o:e EJsq FRAMINC> PLAN NOTES , I. -"--,...-Op<on ~.w ot..•l f loOI' Jolot Of' """" IL<rl:ler jole l (oho"ir<.l Joltl opal dir ection). II. PHD deo l!l""t..• hold·dol'lfl onc.hor I!'OIUPactur od by ~•on Strong· Tl<l Go . (So<> d<otall E/56). Ho ld -do..,_ !ho•n lhl! r tc>'\ GOMOGt !tud! ~arng at lh lo levol to tho '"""'atlon I'IOI Ie. l:l . D:l d<oo lgr<>t..• double :lx6 etud . Attaeli etud adjo«>nt to C:HJ ""II to c;H) ~ ~~6 ' dia . X 2.5 /4' flat head T'l'""' oero"o 0 e• OC.. i\o1f1<.• Eleo ln<l.lelr lee , Inc) 13. 6x tm~r ~"''" to ~ D0<19lae-f'lr No .I or ~tt..r . 14. (.x'-x'} d<oo lgnat..e top or oteel b.om. I .20'-o" . 5' N . ~ II\ . 5' !!! - I 20'-CJ" -t IMATCHI \ LINE - 20'-0" 1 40 '-0 " 'I I 1 '-11" - ! L 1 PHD:l _li 20 '-0" ~0'-0 " Cf ! 40 '-o · 'I I 2o ·-o ~ 40 '-0" :20 '-o " ~ ! SECOND FLOOR FRAM IN6 PLAN lte"•l '-o " I I ;20 '-0 " 20 '-0 " '1 '-11 " 1 SECOND FLOOR FRAMIN6 PLAN 40'-0" ::2.0 '-0" 1 20'-0" e ·-;· II I/ ;ar I I 1/ I I ~,._ NOTE I Cf I ;20'-0" 14 Kb •v 6 '-0" o.c. - 20 '-o~ 40'-0" - RELATIVE TO EX TERIOR STAIRS 4 ~LK~YS : l'>x12 TIIVIBER BEAMS DES I<SN ATED '(L)' OCCUR s INTERHEDIATE STAIR LANDINC>. 20'-0" 2eD '-D " 40 '-o" 2o ·-o ~ ----' I :r "' (}'lr---------1 ! KURTZ 4 ASSOGIATES , l NG. 5012 COUNTY RD . 154 C.LENV'lOOD SFRINC.S, COLORADO (<110) <145-6305 GLEN,li\IOOD GOMMERGIAL GENTER BU ILDING 4 SOUTH OF C.LENV'lOOD SFRINC.S, STATE HV'lY . B2 C.ARF I ELD COUNTY , COLORADO OV'lNER PRINCE CREEK CONSTR Ue TION (<110 ) <145-4545 DRAV'lN 6Y: M .C .E.K . CHECKED 6Y: 6.J.K . SCALE: AS SHOV'lN --'..---,-@ FROJ. NO: 05-"14.4 ----------' -_c' -~ ~r-----------1 ' fA'\ 2 DATE: 14K6 •l 9 '-0 " O .C..f\ I ~ CONSTRUCTION SET : ~ • 11 /10 /0~ - "' ~- --------'~ . :1' v _______ ___,,_ C.ONCRETE FOf< SECOND FLOOR SLAB TO OBTAIN :Ill DAY GOI-IPRESS IVE STREN15TH !1500 PS I, MINIMUM COORD INATION SET : 08/21/01 REV ISED : 10 /08/01 SHEET TITLE : SECOND FLOOR FRAMIN& PLAN S HEET, 5 =4 Q ~ 40'-0 " ~ 40'-o" ';' : \., 40'-0" 40 '-o " I I , 1 2 ·-o· 2'1'-1:.\:" 1' tf/f 2·-o · : fA\ l ·1 1 "I(: I I I I \;~ TTP I ( ~~; ~~~L 'HMATCH II I I I I I I SEE A/55 LINE -.-r--..L ------------------------------1--------T-------------------------------------T-..; ---------------------~ -------------·r-'------------,---------,--------------·-·-n ·-' -- @-' --'.-----:;-~ ~ ,_ ' " · :: " -::: I ·n •/, 'I ::::::: P ??/??1 -: ___ l n nn 1 ::~:: _: . ::::::: p , •n" 1::::::: , _:::: pn;-, '-!:::::.':::. :. ' , • : : ::-, • ::::::: , ::::::: < , • --: :. _: , g~ ! ::: I -~~.· I :~1E END ~~.-~:2 ' 0 " "' I -e"' I I I I I I 111\ '3 i I ~6--2'-0 " 9 / ~ ' ~jiJi II I \2]) ~ ' !i r-: ~.-' -'---, li6"fllE END ~ 10 'f----!H<-,1-1 ft\.; ·.··~ ,~ "'-: ""-~ :~~ (~~~-s ~~~;~5 ~q~-~~ L---------~ ~~-k-~r-l,~-~._--r----·---~--·----:. '; :1 ----~ I: !© __ D ____________ A_'2 ------------------~_:-__ !~-~-----~0_biJ2_____ ~ ~ 1 1,_,:'+-~-111-1-.1 NORTH ~ALL: TYPICAL TRUSS BEARI N .S. £ TYPICAL BOND BEAM A 9 /4 11 = 1'-011 HOLD-DOY'IN L sEE-A/55 1 -~ REDY'IOOD 5 1 LL l PLATE:-SEE AIS5 I" TFl.USS --1----1BEAR IN<S - SEE e;se C:.ONTINUOU5 "-.. ... : BOND BEAM YV t----=t==:_li, ,. , (2 ) 414 CONT . I ~: f-_L_------1 4 C:.OUR50: BOND BM - ~. ' / 6ROUT 50LID,A60V Ef-+--r-1:· / I COURSE IO " OP6 S-TYP . ,.----/ . , .........__ C:.MU . AC:.C:.ENT Fl.EINF .I ____...-• . C:.OLOR eEE Al55t / .- T.O . RO. o B '-4 " l. ABOVE :2ND FLOOR j (S EE ARCH ITEC:.T ' ' C:.ONT INUOU S BOND BM YV /v (:2 )-414HORIZ .-PRO VI DE <p! C:.LOSED BOTTOM BOND ~7--7--7 ;: BM '~ ABOVE OP6'S ------6 SOUTH ~ALL , ROOF BOND BEAM ® B/4 " = 1'-011 M~ i . ~s "'It:. S\l(). ! : -------~-.~:;:; ~0. -,---y-· ~-~;~.-~~ll·-----rT -r· "'7 --I -', "----"' '7 -r\7 ---- nw:;:; I I ( NO . :2 9 I i • 24" o .c.. /1 2 '1, \ 6iJ2 j--II:21J2 V'\ ~ ~ 9 HOT I I : • 2-4 " ' i i F ~ ' !!l 5HOY<N 'I I I o.c.. "' ~ ~ I I Fl.OOF LEVEL 1\J TRIJ!;:; NO . 4 I 1: I ~ I I I BOND ~ 3 c j i eoND eH -I l• :24 " o.c.. i \_ 11 j IL TFl.Use • 1-j i ~1 ,1 ~ ./f"-:-v-~~~ \ , 1 , / eEE 6 /55 • l~ ~I , lj I NO. I , i ' /\-I / ' E/51 I : ~~~ ! r-! ' -~ ! \ --cc l_7~~ ': -'. "' ~Lf~:::.:i .' ~~ .. ""'" ~-~: -~-' '" "-"' '® ---'QY @Y " " f I "' "•··• >ccccCococco h ••• " ""' ""•"' """ ~ ~· -' • -"'{,''-'® ""@) @-' -"· ~ I r;;:::..,"t, I .wl ' I 1 I ' 1 ~..t:r~-----~---!!ll-~x e.H~ ./E\ -----! i~-e.--~----------------- -j._,_ -------------------t-1r------+-------------1--ti-l- ' \SlJ --' L.~------,-----------------;;1 O~ ~----.1. -----------------------------------'-1·-----------------1 _____ _li_1 __ I I I "---"" I I r;O ~· II (B\ TYP II (B\ TYP J ~~ ~~· I ~~ x· N ~BOND \,_o./ A x• N i, i, i 8 ! ~'~IN£! a!, j' ~:U: r:;e~~ %H 'I ~ a: ~ ~~N~ 8:.: ~I I 17\ -·~ )S&J CANT ILEVEFl. TO 51JPP OFl.T "'~ \:1).._ II li r=\ ( I ' _,~-----t-----------------t---+--------~~bl 131-:2<12 2 /"':~ --i-LOOK-GUTe-TYP -----------i-------@-:----._ (3)-;<12 ';:@~ ~lL -~ --~ I 1 I ~ 1/j')G'~' .(~X l 2 E I@ I : ~~~~~'k;r;/ I v -----~---------------+---~------c@l~'~"r~~ .,J~~~ -t-58 ______ · -------------t-------~~~:~~'~~ ~'~--i-- 1 I I I Fl.~ -Fl.IM 111\ II II I Fl.ll-1 If Fl.IH (H'\ I 1 bx l 2 HOFl.IZ ]/ , (2)-2xl2 I ~ t>x l2 HO~IZ J/ \._ (2)-2 X12 I ~ 1 I 1 6 1-1 Y'V 4 x 4 P05T -Fl.IDc>E-I I 61-1 Y'V 4x4 POST ~I D6E-,I 1 I I uP To Fl.ID<>E 1 SEE c./58 1 1 UP To Fl.ID6E ' sEE c.;ee, l l L' I I : Ll 5 '-0 " !lO't,' 0 ' i, 5 '-0" i.. 9!!'-4" b '-8 " 20'-!l ' ' '1 '-b ' ' IO'-S" L 40'-o " 20'-!l" '1 '-t>" I0 '-8!" i ·: 'I 'I 'I 1 1 "I 'I 'I V 40'-0" :~ 40'-0" I 40 '-Q " ~ 40'-0" r :. ~ ~ ~ ~ ~ ~~.~.: FRAM IN6 PLAN ffi ;!eo '-o " 40 '-0 " : I : I i. 40'-0" :. 40'-o " 1.. 40'-0" L l 1 ~ 1 2 '-o " 'I /"'? 2 '-o " 2q ·-1i.. 2 '-o "----.,_ 1 'H MATCH I r A\TYP I Fl.OOFLEVEL --~ -r\"(1 'I t:' l', L I NE I ~ I r BOND 6 1-1-I : , , , .. 8 '-0" -8 ·-o· , ---'---------------------r·---------------T-i ---.---------------------------------_T __ , ---------------------~ --eE~-~55 -------Tt--1 --~-~-f------------] ______ _1 _______ l_+ ·: - : " ::: •, , ':::____ -=--; ----" ------------_p en ? <1::::: =; --==-,,,.,,_,,::::::: ' ----' '·w ?J -t-=: -~ : ::: ' _,. ' ' ' ' J~~-~~~E-''"-r@ "' j II~AeLE END '-~· ~. j 1M19LJ END , ~II i : (i5\ eEE PLAN 1 ~ 1--2 , 0 .. \1 , il"RU55 ,-., , 1 iTFl.Uee ~ "'• , 1 NoTE"'"' • 1 SHOI'IN _!_, l6"fllE END ' "" :2 '-o" kb-2 '-o " 9 I \2]) ' ~ ll"RU55 ITRU55H0.3 I ITFl.USS N0 .5 ~~-~~-2 12 ~ ~.-i,· ~~~~~ . . i ~~~~:2' I ft\ ~ (I• :24" OJ:-. Vl • 24 " o .c.. l'i ~ ~ ~~ ~ h ~ ~ , / 1---+-_:_:_+--f-.:::_:~:_:.::.: __ +1 ~ ~ ~ ~ N I i (i5\ i ~ 1--"' I i ~~·~ c" biJ2 I I I ! \2]) ---411-+-+--l!-/D\..;D~ t>iJ 2 ~ I /D\ t>IJ 2 ! \g) %l ! ~ II : -----------~------------~-~ ---~ -1~ ROOF FRAMINIS PL AN NOTES e. • De•lgnatee header eupport or poet "hlch support s Fram ing thle level. ~ c:~ _ ~2 H-.=~~ l•l:_. ,.~ c--;§: -+-----+ . ·--------------;§;--=;.;'f\c-+ · c-:H '~-% ~ [ ~~.- _,. I~·=~ 'I ~' i \jTFl.U5S NO 5 9" ! ! ! h ~ I. / Dee l gnate~ raFter or pr.,manufactur&d rooF tru•e, eho..,lng epan dlre.otlon . :2 . Minimum header e lze to oe :2-:<xt> at :2x4 etud ... aile, and 9-:<xb at :<xt> atud ... oils. 9 . Support headere each e nd "lth :2 •tude (I jack • I king) min imum . 4 . r~,_____, Joist hanger or beam to beam connect ion . Trues to tru•e conn ection• to oe epec iFied oy trueemanuPacturer . 5 . H6R NO. 4 Vlood •tud V<all oe l o'"' this level of framing . Exter ior Hall• to Oe :2x6 studs @ 16" o .c:-.. designates e " th ick C:.oncrete Maeonr~ Uni t (C:.MUJ ... a l l be lo.., t hl a level of fromlng. dea ignatea e" thick, re inforced, C:.MU bond beam header. JS T H~R SC:.HEDULE DESC:.RIPT ION LS5U-2 10 LS-'10 HUSC:.-2 10-2 (Seat-cut (2)-2x l2 ) HUSC:.-:210-:2 Minimum po•t ~l zee, :2-:2x4 and :2-:<x t> at :2x4 ond :<xb etud '"'a il e respect ively . Po~t and Header Support Schedu le @ NOT USE D @ 9-:<xb (I Jack • :2 Klnga J @ exe T im ber Poet ·~~~ ~ ~·p-i N;TFl.Use NO .1 I• :24 " o.c.. ~ ~ ~ ~ BOND :: I '--T I NO . I , ., 24" o .c.. N 3 Cl IO.F .1-'),•/1'---V 61-1-4+--:,· ~ ;::' -~ I r-1 1 .c 1-1-t}_____ ;' ~ i ) -~7~, -1 I : -:jc;z~, :: :~::: ~ _:::QY '@;::: :~ I ::: ' '::: :::--"' : :::::vnm c::: :~ I :: ' ':::::::::: ~-:::Q)Jr @Y =r-:: -~ I :: :r.--1 --~=-~~::_-~~=-* ~ ~'l'~-~:~::~:~1 J--'=-----',--;-@ , ~ , , 1 1 , !HI e ~ 1 ~ "!. IS .L. =!Slue-laminated t lmoer. See Structura l --1-· -1----------------i------+ -l-----· --------------------+-f------------------1----·--+ -1----',',· :----------'/E~-------1f---------'--@) ISe nero l Notee for A ITC:. deelgnatlone . Jl ' L r 1 r · · \ 10. LVL =Laminated Veneer Lumber. See Structura l --,-~-------d3~rr~----£!All -~x -~ £!A!I ------,-~---'------(1~--B\5--TTB0-~~-------------------7-L. ~~~-----------------;A,I £!"x·~ £!Ail -------~, -----~,-_J 3 -::lxb HDFl. \2]) '1 ISene>ra l Note• For a ll o.-.able etreeee•. LVL 'e co == ·~ oe 1.9 /4 " thick unlee• note>d oth&r ... le&. I ~ ali ~(.;g_ a! I 61-1 1:!: ~,.:NTLIELEYE~~~T;soAI~~o~T a! -~ .;g_ 8!1 II II I' II. O .F . designates over-framing , see detail E/S1. At I v~ ~ ,, ~ .. ~ C:.ontractor '• option ov&r-framlng material ma~ (i}._ 11 • (1' LOOK-o,ms-TTP ' 4 (I).._[ I /' ~~n:~~~~~~,b~ the> pre-manufactured roof trus& _ i ___ 1--______ ~~ (S)-;,cl 2 \ ~1 L:~[L -~ ____________________________ -ti-__________ @!:~rai•12 1';:@~ ~--_ + ____ ~ ______________________ -+ _______ -', 1:2. 5ee sheet S-t; For roof truee profllee . 1 ~ I 'C'.JI_,,~~'"-.:<9 2 •12 1 ,, @--!~-~:~J\r;'>~ ~1 2' 1 @ 1 1 j' 19 . Provide roof truues "lth :<xe top ond oottom c.hord• I .:§:!..~/(IX ". I ' -TYP I 11 (9--~ ..::J~>~ I ' TYP Fl.AFTEFl.l I -+ v to ac.c ept roof mou nted antennae . Deelgn truee &e fori -------cY~.,?/ . .-?'.~ 2 ,J 1 }G-{3) \0 :----------------------------;,-----------cY~~1 .,f /.jj) ~!~~-:----:----------------------- 1 --------'.,- antenna "eight plue "lnc:l loac:l• (2 '-0 " x 4 '-0 " high ant. i I Fl.~ I -Fl.li-1 111\ 1 II 1 Fl.IHJ/ • Fl.~ 111\ I I I bxl2 HOFl.IZ j/ '-.....~,;~~~~ I ~ 1 bxl 2 HOFl.IZ YL(2)-2xl2 I \5EOJ 1 ' 6M YV 4x4 PoeT , I ' ' Fl.IDc>E-~ ' 1 1 I UP TO Fl.ID<>E ' SEE C./58, II ElM YV 4x4 PoeT ' ' I I : 5 '-o" !lo 'to· i 5'-o" I ,, UP To Fl.ID<>E I SEE C./581 I ' ' L 20'-!l ' I ~--c · I 10 '-8*" I 40'-0" i I. 1'1 '-'1~" :. '1 '-b " I 10 '-8*" I b '-2~' I. 33'-4" L ROOF FRAMING PLAN 1/f!;w•l'-ou -------------------~~~-~ KURTZ ~ ASSOCIATES , INC. 50 12 COUNTY RD. 154 .S.LEN~OOD SPRIN.S.S, COLORADO ("liO) "l45-6B05 GLENV\lOOD COMMERCIAL CENTER BUILDING 4 SOUTH OF .S.LEN~OOD SPRI N.S.S , STATE H~Y . 82 .S.ARFIELD COUNTY, COLORADO O~NER, PR INCE CREEK CONSTRUCTION ("liO) "l45-4545 DRA~N BY , M.C.EK. CHECKED BY, B.J.K. SCALE: A5 5HO~N PROJ . NO, 05-"l4.4 DATE: CONSTRUCTION SET, 11/10/06 COORDINAT ION SET 08/21/01 REVISED : 10/08/01 SHEET TITLE: ROOF FRAM I N5 PLAN SHEET, 5=5 DV"\L •4 X 32 '1- SPACE TO MATCH r----..1 CM\.1 REINF •4 GONT. SLAB CLOSURE• CM\.1 FACE 5HELL DVIL-5EE~--_,~-~ E/51 CONT. 60ND 61-1 VII (2 )-~ e • CMU-SEE F /S2 FOR VERT. REINF. ' HORIZ. J O INT RE INF SEE D /S I FOR ElOND BM 'S EGUAL-TYP OPEN I'IEB 5TEEL J015T '-E--------1 e" C.M.J I'll •4 VERT ,~ S 2 '-0'' O .C.. frt"F CONT . BOND ElM I'll (2)-#4 ~- DY'!L. 114 x 92 "- 5PACE TO MATCHr--~ CMU R.EINF . 5EE PLAN " ~ -s • 12 " o .c.. __£ I HORIZ 1--<-+-----i -s. 16 " o.c.. VERT. DVIL #5 x 9e>" l_c1 G 12 " O .C . ., • ::24 " o .c . --f----~ -9-/4-.. -.-~-·-o-.. ------------------------------------~~ (2)-:2x l 2~ R ID6EBMI ~ \ CAP PLATE ~"'~../, 1/4 " X 6 " X f;I M 1\ SEE 1/St> -TYP / AT ROOF -!.. L_. + . v Q I ('1 T.O. GONG-j. cl'REE EP!SoE T > OF AAL.~Y) ' ~ b><l:l 'I l'IALK-p !'lAY SE'!'OND • / Cllldl 'f t-v BRAG IN<!> SEE J/St>-r- TYP T.O . GONG-A LAND IN<? T 4X6 POST I'll ACb POST I CAP-TO-RID6E 61-1 EA . SIDE .A A94 FR.AHIN6 ANCHOR EA. "--.._ SIDE -<~I.< v. ~ ...J L bx l:l ~ _I ~ / ;--., _:::::::, ~ ~ ;-~ > __l ~~ ~'( OND \ TSIOx~ S~IN!So x:l/16 - ER TYP OF 4 I GO SL NC ABa LANDIN!So X rr,;--------11 6x l 2 r: STAIR ED6E 1' X ""-., "'-... "'-... "'-... exe TIMElER P05T 1_ CONT. TO L ROOF / I L_ / T.O. VIALL+ J. F IE L D VERIFY Jt6" ' ' 9 /e " = 1'-o " C8::J l\ \§! \ -"' L 0 ~ ~ I \ L HKNIFEP :<:e!So E PLATE 56 TYP H ~-BAAG :x:eJJ F S6 "1 '-b~" 6 "t 'I " ® ---=c:.-. ----- 1!2" PLY~ t S ILL PLATE-SEE <!>/52 eel • t>" o .c.. 2 x 4 6LK'6 I'll "1 /1!>4" dlo. PO~ER DRIVEN NAIL G e " O .C.. 2x l0 2~" STEEL EHElED PLATE- SEE E/51 DY'!L.-SEE E/51 CONTINUOUS 2xe REDVIOOD LED6ER I'll 5 /e" d lo . x 5 " SLEEVE TYPE EXPANSION ANC.HOR G 12" O .C.. (R.AY'!L.- 60L T BY THE R.AY'!L. PLU6 PRO VIDE CONT. FORM C.LOSURE 6ETVI JOISTS l"l.VI.F .-SEE E/51 FORM DECK-SEE 6ENERAL NOTES- TYP SEE PLAN OPEN VIEEl FLOOR JOI5T 1/2 " PLY~ t SILL PLATE-SEE 6 /54 ea o t>" o.c . 2x4 ElLK '6 I'll "1/t>4" d lo . PO~ER DRIVEN NAIL o e " O .C . EA. SIDE SEE PLAN+ coNTINuousv LED6ER- SEE 6 /St> 5EE E/51 FOR RE INF 4 ADDN'L INFORMATION SEE PLAN PROVIDE HORIZONTAL ElRID<!>IN6 PER 5TEEL JOI5T INST I TUTE REQUIREMENTS x ---x ---x---x---x ---x L 1.1/2 X 1.1/2 X 9 /lt> • EA. ROVI OF ElRID6 IN6 1.1/2" DECK 6EARIN6 CONT INUOUS L 9 .1/2 X 9 .1/2 X 9 /lt> CO . OR EGUALJ ® ----------6 I'' = 1'-0" ---9-~-.. -=-1-'--0 -.. -------------------~ --1"--=1 --'-0--"-----------------------------~ KURTZ 4 ASSOC IATES, IN C.. 5012 COUNTY RD . 154 GLENV'IOOD SPRIN GS, COLORADO HD BOLT DIA. ...;c ... HOLE D IA . HD:lA s;e " 5.1 /:2" 11/16" HD5A !1 /4 " 1!>.5 /e " 1 /e " PHD:l ste" 5 .1/2' 11 /16 " INSTALL ADHES IVE AN.-HORS FE"'-ALL MANUFAc.'TlJRE"'-'5 F<EC.OMMENDATION5. ® --------E :X:.ALE , 5 /4 " • I '-0" I~" EACH VIAY- TYPICAL e>xe TIHBER POST b " KN IFE PLATE 1/4 '' X 6 '' X 4 .1/:2 " HI6H I'll 1/.2 " dl<> COUNTER SUNK THR.U-ElOL. T CAP PLATE 1/2 " X 6" X 6 " I'll (4) -•e x 9 " F LAT HEAD VIOOD SC.R.EVIS ---1.-la-.. -.-~-·--o-.. --------------~~ EXTER IOR 1,. E 1 6.1 /~' SLAB PER s·-o · ,_,,.~ 4 " PLY~ 9 / 5 HEATHIN6 !--X ·-X <> ~ (. ~ ~ .··. ~. ', ... : :::; ',. ·~ ..... 1 I\ .2xe0 VIALKVIAY JOIST JST H6R LUS-:le :;:~? ~~: .... ~.:: FOR VIALL 4 IN TERIO R FLOOR SEE A/51 • • • • • • • -------------------- ~ :lxB LED6ER _.._ I'll (::2)-5/e " dla x 5 " SLEEVE TYPE EXPANS ION ANCHORS G lb " O.C. 7" + :X:E PLAN (:'>EGOND FLOOR) I ----~ .. -=-1'-0_" ___________________________ ~ exe T IMBER POST ~6 " . CONN PLATE 9 /e>'' x t>" x I I " HI EACH SIDE P05T VII (2)-112" dla THR.U 60LT5 N ' BR6 PLATE 9 /4 " x "'" x 'I " I'll (2 )-5 /e " dla EPOX'r' ANCHORS -DRILL 9 /4 " d la HOLE5 IN CONCRETE, CLEAN HOLES t ATTACH '1-------~ 5/e " d la THREADED l J #2 HORIZ RODS I'll 2-PAAT 11 (I T IE G 1::2" Sll'WC TUR.AL EXPO X'!' 1 1 1 II o .c . I I le " dla CONC j---j oft _ - ---tJ' b-114 x P ILASTER ,--'--.i"ll _______ li-l_..._~..__j 24 "lc.e " DVIL '5 I I • I I () L_ __j ________________ { _________________ ~ _____ ®F I" = 1'-0 " T1 +---10[======== jJ n . +--1 oc====== == -:!Y PROVIDE PLATE CONNECT ION PLATE 1/~' X 6' X 6 ' YIJ (4)- 1/~' d la . THRU BOLTS 9 " 1/2 " dia TENS ION ROD- TYPICAL VIA5HER 9 /16 " x 1.1/4 " X -ElR.ACE x 1.1/4 " -TACK I'IELD PLATE 1 /1 6 " Q) BOLT-TO-NUT-TYP J --------- S" = 1'-0 " 9 " SEE PLAN+ E X TERIOR SURFACE - STEEL CONNECTION PLATE 9/e" x t>" (HT . TO MATC.H KN IFE PLATE! I'll (b )-1/4 " dl<> x 9.1 /2 " VIOOD SC.R.EVIS (HO RIZ . 6A = 9.1 /2") SC.REI"\5 TO BE 5DS SC.R.EVIS BY 511-iPSON STR.ON6 TIE CO . exe T IMBER POST 6EARIN6 PLATE 1/2 " X 4 .1/2" X 4 .1/2 " S " KNIFE PLATE l/4 11 )( 4.1/2 11 X e;,u HI6H I'll (1)-5/e' dlo COUNTER SUNK THR.U-ElOLT • Ill bxl2 T IMBER BM (AS SHOVIN) OR 6xe SEAT-CUT 6x BM TO BEA~- DO NOT OVER-CUT 10" o 6 x l2'o- 6 " o bxe.'e ---~-~-a-·_=_1_'--o -.. -----------------------------------~ IIJ -#4 CONTINUOUS R.EINF EXTERIOR VIALKI"lA Y 4 LAND IN <!> 5LAB5 I'll 4x4 -Vl::z.lxl"l:l .l VI .VI.F . (PROVIDE IN FLAT SHEETS)- TYPICAL CONTINUOUS CLOSURE AN6LE -L.Sx5x9/f> I'll 3 /e>" dla x 4" HEADED ANCHOR STUD 0 1::2 " O .C.. R.AIL IN6 -SEE ARc.HITEC T CONTINUOUS L.t>x9 .1/:2x5/1 6 I LL H) STAIR BEYOND NOT SHOVIN- 5EE K/51 TS 10x2x 9 /l b 5TR IN6ER y .. ·· 9" TO 9 .1/::2 " C.ONC SLAB 9 /4 " PLY~ 5HEATHIN6 ·--· 2xe :2x4 VIOOD PLATE -ATTACH TO l"liO I'll "1 /64 " dla POI"lDER D~I VEN FASTENERS C1 12 ' O .C . TOP FLAN5E JST H6R L B-:le CONTINUOUS VIOOD '-----IPACK-OUT -SEE L /S:l VI IO STEEL ElM (DECK ED6E 61-1)@ TS ex2><9 /16 PAINT PO~T ION OF STEEL. THAT x4"x4' k~~~~===~~==~ SIDE STR.I I'I<=>I~r<ol IS BELOVI 6R.ADE I'll 2 C.OA T5 A5PHAL TIC. MASTIC. F INISH 6R.ADE t jf--=t";;,;;!,=:~~ ===f=F~"' SEE ARc.HITEC.T I STEEL SH IM PLATE 4 "x 2 " 115 CONT . T l B I" DRYPACK 1/::!" X e" X fl" SEE ARCHITECT ll4 V ERT ® lb " O .C . •4 VERT iP 16 " O .C . (2 )-1 1.2 " dla. x 4 .9 /4" SLEEVE TYPE EXPANSION ANCHORS I (HI::.>!<.III.< 5A. • 5 .1/::2 ') 9 " TO 9 .1/2 " CONC TOPPIN<!> 3 /4 " PLY~ 5HEATHIN6 ~VIDE CONTINUOUS 1-~ Ill !SoAGE BENT ~-r-'4r~3~""""' PLATE (CLU-IJRE AN6LE) I!" 6 xl .2 TIMBER ,-----·1':_~ BM I J ST H::SR LUS-:le ---~ .. -=-1'--0-.. ------~ CONTACT LAP CONTACT LAP 5EE PLAN+ :l " CLR != 2-ll5 C.ONT. t>" ---3/_4_"_=-1'--0-.. ---------------~ ------ ('11 0 ) '145-bB05 GLENV'lOOD COMMERCIAL GENTER BUILDING 4 SOUTH OF GLENV'IOOD SPRINGS, STATE HIGHV'IAY 82 GARFIELD CNTY, C.O. OV'INER PRINCE CREEK C.ON5TRUC. TION '145-4545 DRAV'IN ElY : J.K. C.HE C.KED ElY : El .J.K. 5C.ALE: A5 5HOV'IN PROJECT NO: 05-'14.4 DATE: CONSTRUCT ION SET: 11/1 0 /0b COORD INAT ION SET : 08/21/01 RE VI SED: 10/08/01 SHEET TITLE : DETA ILS SHEET: S=6 -------------------------- 1 .I CONT INUOUS ElOND 8M I-V CLOSED ElOT . It;" D~ •4x 16"1 ., 16" o .c . SL AB CL05URE•I C.MU FACE SHELL CONT. ElOND 6M I-V (:2 )-•4 HORIZONTAL (STA55ER SPLICES) <SROUT SOLID AElOVE H>---- OP6 '5 AElOVc OPC.'S I-+----- 1-V 1:2)-•5 --t---- HOR.IZ . T .O . OPcSo . SEc ARCH ITECT NOTE o CMU V'lALL CONSTF<.UC TION o SO UTH V'lALL REGIU IRES 'SPEC IAL INSPEC-TION ' FROM THE FOUNDAT ION ~'-0" ~RT . D~ #4 x ~:2 "-SPACe TO l ATCH i"'AL RE:INF :2 .1(:2 " DECK BcARIN<S- A'IjTACH DeCK I-V "1/64" dlo. POI'iDER DRIVEN ~ILS 6\ 1:2 ' O .C . -x-x-x-x-x -x x- TYP PROVIDE HOR IZONTAL L.C.---1 SRID<SIN6 PER STEEL JOIST INSTITUTE ReQUIReMENTS TOP 4 SOT STeeL PLATE S/16 " x S " x 6" I-V (:2 )-1/4" X 1.1/4" HEX HEAD 'TAPCON' MASONRY 5CREV'lS (MFR= ELCO INDUSTRIES , INC)- HOR IZ. 6A.: 5 .1/2" 1 UP TO THE 5EC.OND FLOOR ~1"=~1'-0~"-----------------------~ AS4 FRM6. .2x4 BLK'C. ® 'ED<SE ' NAIL S 'ED6E ' NAI ILS ---------~ NA IL TOP c.H<::lROI OF T1<J.JSS IN.! 16d 0 1:2 " o.c.. AN6LE EA.BRAC.E cSoABLE END TRU55 V'l/A84 EA. END ..r---ed • 4" o.c.. AS4 (BRAC.E TO TRIJ5S) NAIL BRAC.E TO BLK'G IN.! ~-1 6d 2 ~6 ~IND BRAc.E 0 6'-Q " O.C.. FIT TIGHT TO TRUSS EA. END 1/:2 " die . THF<.I.I-1-~f--1 ElOL T 6\ :24 " O .C . 3 '-0" CO NT . :2 x t> ReDV'lOOD PLATE TOP 4 SOT OF 5LAB ADDN'L SLAB Re iNF o •4 x ::2 '-e " s 12 " o .c. ---------------------------- ::2x4 • ::24 " O .C.. C.ONT . :lx4 ~I"'IOD L.ED6E~ W 114M c:Uc:::l. x 3 " SLEEVE TYPE EXPANSION ANCHOR • .:;j!'-0 " o .c. :· :::. -~·.:::: 1 •· ·. : '( :-~··· CONT. ElOND 6 M I-V (:2 )-14 HOR IZONTAL (STA<S6ER SPL ICES) --'-;1 '-'-----'~ I 6 " CMU-SEE ~----__j 14 " OPEN V'lEB BAR JOIST 16 " Dl"ll.. 04 X 16'J • 16 " O .G . (ALTI:RNATe HOO~ -'-l D /S I FOR RC INF . ~1"=~1'-0~"----------~----------@D 1'-0" 1'-0" ll" HEEL HT . ATT.<c.H EA t!1U55 EA EM> I'V H!l ltMICANE n E 1>010 ee,o.M I'V (:l) 1.4 CONT. :2 xll C:.ONT. PLATE o VAL LEYS-NAIL TO EA. Tf<U55 IN.! (5)-lbd -~~ ... ~ ·· .. • + .... :·:e .~ ~ ·····! '« I. 1 'ED<SE ' NAI L S .2 x4 BLK 'C:. s EA. BRACE :2 x 6 BLK '<S B ETV'l LOOK-OUTS I-V 16d TOE-NAILS 6\ 6 " O .C . Vol/ A84 1---~ r ..... ~r----E"';A;)'._E_ND __ ,rr-"+~~;:;;.!1"'""__ f>d eli> 4 " O .C . :2x6 LOOK-OLJT ® 1--.../ 2 '-Q M O ,C., A84 FRMC:. AN6LE ATTACH EA. 6ASLE END TRU55 A84 (BRACE TO TRUSS) NA IL SRACE TO SLK '<So I-V 8-16d BRACE TO TRU55 4 TOP f-----11+--.2 x 6 V'l i ND BRACE II 6 '-0 " O .C . F IT T IC.HT TO TRU55 EA. END PLATE I-V A84 CONT. :2x6 V'lOOD PLATe ~ (FOUNDAT ION .S.RADc ReDV'lOOD) I-V ANC HOR ElOL T PeR 6 /55 ElOND 6M I-V (2 )-14 CONT ~ TF<.I.I55 n I Ll-<---6 " CMU V'lALL TYPICAL 0A13LE END "1/;z:l';--';' =~1~'-0~".:::_::::...:.._~:::_~~------------------@ Q .~ ..... --... -"-T ~ .:.;~~~---':•· .:~_\ ':.~~~:: __ ~.; . .. •-.· .. '. ·• ... +--- FACE OF C:.O NC ~ BELOYI --o I ' #5 x 6 '-0 11 ~ T .O . V'.ALL ____ ---____________ --·+-_ ___ ___ __ _ __ _ _ SEE PLAN I I I I I I I 1 I I I 1 I I I 1 I 1 I I I I I --r---+----:-----~ --·+~----+----t--- I I I I 1 1 I I I I 1 1 I I I I I I I 1 I I --~----1-----~----~ -----~----~---' I I I 1 1 » • .;-• 0 " x It>" :iTAc.K BOND C.KI.I l :iEE ARc.HI TEC. T) I I I I I 1 1 1 I I ___ l ___ -_-}_-:.,-_-_-J.__-_-_-_-_{-_-_ - : : ~ : .... ·.;. .' t ·. .... ,• >-:-.... .. ~ . . :• ~ ' . ~ ... ~ . .. \. ' .. ~ t:-1 1; , 10 '' I e " 1 --i i O "~f>" BOND C. AAC.H ITE :iTAC.K M.J (SEE CT) t---- v DES I '4 D GNATE:i YII..FROM . FDN -To-c.MJ + •4 C.ONC ~L ~L VERT x FULL T-TYP HE I(!;H I I I I ...................... &. .... .. 1 1 I I I 15 0 16 " 0 C . : : : : : ~--~----0 C.ENTER OF I I 1 riAL.L ---t----+ ~----+---t--- 1 I I I 1 I I I 1 1 I I I I I I I ................. .,. I I I I I ., .......... ,_ ........ ., ~~~~ 1 I I 1 1 1 I I ~~~~ I I I I I ..................... I I I I I ..I .......... L. ........ .& I 1 I I I I 1 I I I I 1 I I I '---~-I I I r· ---~· +---+---f I I I 1 I : I I I I I I I I ................. .,. I I I I I "1 .......... 1"' ........ NAIL BOTTOM CHORD OF T1<J.JSS THFW SHEATHING TO EA. S'TVD IN.! (2 )-lbd (:1)-"4 HOR IZ.· PROV IDE c.tu.CD eoTTOM BONO ~~~--------------~~~~~~~~~~-------~E 9 /4 " = 1'-011 \..:::.) PLAN V I EVIl coNe. i"'ALL ----------~----~6~EL~o~V'l~--------------®F ATTACH EA. BRAC.E T O TF<.USS 4 TOP PLATE I-V AS4 INTERIOR SHEAR lf'lALL, :2xt> STUDS 0 24 " O .C. I-V 1/:2" STF<.UC.TURAL SHEATH INC> 0AI3LE END@ ROOF STEP 11!~:2~"~=~1'-~0~"~~~~~~~~----------------------------~ NOTES, I. T1<J.JSS ON GRID LINE TO BE :ilf'PORTED BY THE SHEAR l'lALL 6ELOI'I, BUT Tf<U55 NEEDS TO BE S Tl<IJC.Tt.!<AL TO CANTILEVER :2 . T1<J.JSS TO BE DES IGNED TO TRANSFER S:25 PLF HOR IZONTAL SHEAR DES II!>N LOAD (j/6dNAILSo I 4"0.C . ' I / \ 'ED<SE ' NA ILS-I /' ed 0 4 " O .C . r Jo+---..1 INTER IOR SHEAR Y\ALL , ~ :2•6 STUDS o 24 " O.C.. IN.! 1/2" STl<IJC.TURAL SHEATHING -----@H 1/2'' ::;: 1'-011 I " llc"" 4 " I, 1 ' "' + TV< = 1:26'-0" I I > I I V'l l :2 C.AP PLATE v 1/:2" I-V (:2 )-I I BRcSo PLATe :2 " dkl SOL T5 I I I/ 1/:2" w (:2)- T5 SxS I ~ 1/:2" dlo SOL TS END PLATe 1/2 " x 1/ 5 11 X 1:2 '' HIC::..H - I r V'lELD ALL AROUND > I I-V 6 /l t>" F ILLET I V'l l2 I -I 11'1 '-1.1/:2 " (12 " V'l i DE ADHESI V E VII j> 'i BM POC.KET) ANCHOR-__.... u ~ ~1" GROUT sEE 6 /SI < I V S~" ~ )\ 1--lu 6" 6 ~~ .. ~.1~'-0~"--------~~ 1/:2" PLYI'iD 4 :'>ILL PLATE-SEE <S /S2 STEEL EMBED PL ATE-e-- SEE E/S I D~-SEE E/sl bd • t>" o.c . :2><4 BLK '6 I-V '1 /64 " d lo . POI'iDER DRIVEN NA IL 6\ f;" O.C.. 5EE PLAN+ CONTINUOUS 2xb REI:)v;()OD LED~eR 111 "e" d la . x 5 " SLEEVE TYPE EXPANS ION ANCHOR e 1::2 " O .G. (RAI"ll..- 501.. T ey 1HE RAI1L P~ CO. OR EQUAL) CONT . CAI,U ~"' CLO=<JRE 6E'M JOI5TS FORM DECK-SEE <SENERAL NO TES- TYP OPEN V'lE6 FLOOR JO IST 5EE E/SI FOR RE INF 4 ~1-----,ADDN 'L INFORMAT ION 15 G 16" O.C.. HORIZ' VERT +SEE PLAN D~ 15 x 52 "l.ciO " 6\ It>" J--1-~J O.C.. (AL TCRNATE HOOK) 5.0 .6 .-SEE TYP IC.AL DETA IL SHEET S-1 SEE PLAN$ x--x-x-- (9 )-115 C-ONT._/- 114 S UPPORT BAR @ 4'-0 " O .C-. --:8/:4"~.~~~·-o= .. ------~------------~--~m--------~~ I"= 1'-0 " • + + S " TO S .l/:2 " CONC. 5LA6 :2 x e V'l iO STEE L BM (DEC.K ED6E 6M) TS 10 x :2 STR IN<S ER C.ONNE C TION - SEE N S"' ~~·~-1~'-0~"---------------~ ~:.+::.:.:.:t-::: I I ~ 5EE PLAN • • • • • FT6 (HO R IZ REINF V'IIALL ELE Y A T l ON NOT 5HOV'lN! --~&cA~L~E~.8~/~b '~'.~I'-~O~"----------------------~ A IS '-1" .:2 '-0" 4 '-0'' 1'-S " :2 '-0 '' ·-e " 1'-4 "-V 1'-4"-V I I il!-L I #5 V ERT 1 '-..., -... I I f----~-~~--~---~ 'i _l 1 "'\ ~ I I I I + T .O . CONCRETE SLAB 1.::25 '-0 " ; I I I I I I I I · J~~~if'FL : . : lr : : : ~2 i e~~ l ~ .: : :~:_ = ~ = : :-I L = 4 J -_i 1-.. HOR IZ - '( ~· 1:1 ·1 fV?I OPcSo l I H I I I I 9 r~'-;=+===ti~l ~~ I I I I I <"~, I -.. f--lo " CONC.. I I Il l II V'lALL I I I I I I I I (:2!-•s (:2 !-1 I I I I I 1 1 l HOR IZ 15 V ERT I : I I I I I I -+->--1 I I I I I I 11!-115 lVERT SEE F/S:2 FOR ADDN'L RE:INF ,I :1/\: N~~. 1 +-f-+...j~l ~ I .I I I I I ~r===~~tj:tJ:tJ±:11~=====i·~l ~l .... ~l .... ~~~~~~_l~JL--------~~~~~~£TI~b6~ I .l.. T .O . CONCRETE SLAB ~ \ 'i 110'-0" 2 '-1" 8 '-0 11 ...._+------1 FT<S 4 D~ 1 FROM F T6 NOT 5HOV'lN ~1"=~1 '-0~"-----------------------~ KURTZ c$ ASSOC IATES, INC. 50 12 C.OUN TY RD . 154 C:.LENI"'OOD SPRI NC:.S C-OLORADO ' (''110 ) '145-b505 6LENJA!OOD GOHHERC I AL CENTER B UILD ING 4 SOUTH OF GLENI"'OOD SFRINC:.S S T ATE H IC:.HI"'AY 82 ' C:.ARFIELD C-NTY , C.O . OI"'N ER: FRINGE GREEK C-ONSTRUC-T ION '145-4545 DRAI"'N BY· J .K. C-HEC-KED BY: B .JK SC.ALE : AS SHOI"'N PROJEC-T NO : 05-'14.4 DATE, C-ONSTRUC-TION SET : 11/1 0 /0b C-OORD INATION SET· 08/21 /01 REVI SED : 10 /08 /01 5HEET T I TLE : DETA ILS SHEET : S =l 1 I 90'-0" NOTE: Tl<U55 TAIL CANT I LEVERe UN:UPPOR.TED ~~~~~~=~~~~:~ .. N~O~.~~-----------------T------------------------------------~ ·-~ 90'-0 11 --~~~~~~~~~~-:~ .. ~N~0~.2~----------------------------------------------------~ 1:2 t>l 11 '-h " 90 '-0 11 12'-b" --~~~~~~~=~=:.~.N~0~.~4-----------------------------------------------~ S'-.2" HEEL. HEI<SHT HOL.D-DO~N SEE-NSS C.ONTINUOUS BOND BEAM Vii (:2)-114 C.ONT. (STA66ER SPL.IC.ES) e>d NAILS-TO BLK '<So SC.RE~ DIA<SoONAL.-TO- BL.K '6 Vii (2)-114" dla. >< 9" V'IOOD SC.F<E~S (SDS 114 >< 9 BY SIMPSON STF1.0N6 TIE) 1 PROVIDE D IA<SoONAL 2xb! ...... ..------, BRAc.E s AL. TERNA TE I TF<U55 SPAC.ES 2x4 OR 2xb BL.K '6 BET~ TRUSSES (MATC.H TRUSS BOTTOM C.HOF<D) Vii lbd TOE-NA IL. o e" O.C.. 2'-B" kf TRUSS >i , ~ ASS-F IN 11)-•j" LE<S SENT HOFI.IZ ·' . I .I • 2><1:2 BL.K '<So BET~ TF<USSES 6L.K'6 ---9/_4_"_=-I'--O-"-----------------------------------------------------------------~ ~'i '-0" 12'-6" TRUSS N0 .3 11'-b" 4 '-<1" 2 '-9" I NOTE· Jss TAIL. ~ C.ANT IL.EV RS UNSUPPOR) D I S IMILAR 1'·2.5/f>" AOOVE ADJACENT LOI"fR LEVEL FLOOR I "-+ • 9-t in (2)-2xl2 NA IL IN 9 1'1.0!'6 lbd o If>" O .C . LSSU 2 10 JST H6R @ 2><12'~ _SC._AL __ E_: -~ .. -.-~-·-o-,---------------------1© TFWSS MFR NOTE: CONTINUOUS INSET 2xl:2 L.Dc:;ER IN (2)-16d NAILS TO EA. TFWSS HOL.D-DO~N SEE-NSS C.ONT INUOUS BOND BEAM Vii (2)-114 CONT. (STA<So<SoER SPL.IC.Es) 9/4'' = 1'-0 '' (2)-.2xl:2 RID<SoE BM 4X6 POST- SEE H/56 bxl.2 6x l:2 BRACIN<S SEE J/56- TYP CONC 5LAB o LAND INc:; 6xl.2 6xl2 bxl.2 STA IR EDC.E 4 '-b " ~ I• -•I JST Hc!;F1.- SEE PLAN CAP PLATE- 5EE 1/56 6xl2 PROVIDE OFFSET 61'<6 PLATE 1/2" X 4" X -4 " ...___-I Vii (2)-1/4" dla . x X-BRACE PLATE Sf:E J/56 TYP :2" ~OD S<:;RE~ T"(p o STRINc!;ERS + T.o . CONCRETE Y'IALL FIELD VERIFY --~~4~~~~s~1 s~·-o~~~o~·~5---------------------------------------------------------~ __ 9_~-.. -.-~-·-o __ " ___ TYLUP~I~G~A~L~E~A~.~S~ID~E~L~A~N~D~IN~6~-------------------------~ KURTZ 4 ASSOC IATES, INC. 50 12 GOUNTY RD. 154 6LENI/IIOOD SFRIN6S, GO LORADO ("110 ) "145-6:305 GLENIA!OOD COMMERC IAL CENTER BUILD ING 4 SOUTH OF 6LENI/IIOOD 5PRI N65, STATE HI/IIY. B2 SARFIELD GOUNTY, COLORADO OI/IINER: FRINGE GREEK CONS TRUC Tl ON ("110) "145-4545 DRAI/IIN ElY: H.C.E.K. GHEC.KED ElY: El.J.K. SGALE: AS SHOV'IN FROJ, NO: 05-"14.4 DATE: CONSTRUCTION SET: 11/10/06 COORD I NATION SET : OB/21/01 REVISED : 10/0B/01 SHEET TITLE: ROOF $ TRUSS DETA ILS SHEET: S=8 j I I I I I I CAP PLATE 1/4 11 X 4 11 X 1 11 ' 'T510 X 2 X 3/11; l sTRIN6ffil DOUBLE AN<S>LE- SEE E/S2 m5 X ~.5 X 1'·1.112' HI5H· COPE AS 5HO¥tl ~INf SEE KISt> 6' TO 5.1 12' CONe SLAB x-x 2x~ ~D PLA-re ·ATTACH TO ~10 ...._--J ~ 2 ~1'15 ~/64 ' dlo POY«1Efil DR IVEN FASTeiERS 0 I~' O.C. (5 TA66Ef<) ....____.TOP FL.AN6E J5T HSR LB-2e CONTI~~D ...._ _ __,PACK-ci.IT • 5fE L/52 ...._ ___ ~1 0 5-reEL 6M ---1.-la-,-,z--I'--O-"----------------------------------------------------~~ GLOSU~ PLATE- SEE MISt> STAIR NOTf-._ SHOViN 1 \._. CLOSU~ ~L · 2x3 STUDS o 16" O .C. - PROVIDE 2x4 STUDS or-- SOUTH 4 EAST Y'IALLS x--x--x--x-- ViiO :!' TO 3 .1/2" CONC SLA6 + 124'-e.l/2" 2xe • 16" o.c. 2xe 6LK'5 • 24" o .c . I'll (2)-16d ENDNAILS EACH END 2xb ~OD PLATE - ATTACH TO ~10 I'll 2 RO~ '1 /b4 " dlo. POv.DER DRIVEN NAILS 4P 16' O.C. (STA<S><S>ER) + 122 '-e.l/2 " 2xe Vi i O STEEL ElM !DECK ED6E BM) ~" CLR MAX TS SxS I'll CAP PLATE 4'-<1'' e," fACE Of ~------------~~--------------,f~~~CONC~TE S S.IDES TYPICAL TOP 4 OOT ViALL "GLE;AA HAXIMUH e." CMU Y'IALL NOT SHOV'IN STIWCTURAL STEEL TO BE E~CTED PRIOR TO CMU) , j T .O. ViALL • N \~ ~ 4 6ASE PLATE r----..1 1/2" X 4" X 4" Vi iO 6EYOND SEE A/SS ST i ffENER PLATE 1/4' CONNECTION PLATE --J~;e • x 4" x 4 11 • -•-CENTER-LINE Vi i O II -~-'tc----12 " EACH ,--l~b===;;ob.==;:~~~;,:,:IO~=\=========ibdt\ ------''( IY'IAY -TYP ICAL EM6ED PLATE 1/2" x e " x £!>" I'll (4)-112" dlo x 5" HEADED ANCHOR STUDS-TYPICAL S PLACES 9 'I" L 2x2xi/4- EACH SIDE Vi iO-f----r SEE 6 /54 ViELD TO CONNECTION PLATE H-_...- EACH END I'll 3/16" X 4" M INIMUM CONNECTION PLATE 3/f!>" x 4" x 6" HI<S>H YV (2)-112" d lo . E~CTION BOLTS-TYP ICAL TOP 4 BOTTOM fiLLET-TYPICAL DOUBLE L 2x2xl/4 YV MID-SPAN SPACER PLATE e;e· x 9" x 9" CONNECTION PLATE 3/e"lf--~+----- -----------1--------------jB 4 " x 4" EACH END 1.1'-~-------__:::..._:::.._ ____ -,i' ® " $ NOTCH axe :l~ FOR 6EARIN EAcH END L066 s y p-- !--"' r- 1-; ... /\ /\ v v /UP DN" I p-- .... DOUBLE L CONNECTION .L----+~ SEE E/5<'1 9 D ~ L 2x2xi /4- ViELD TO CONNECTION PLATE,___,,.-- EACH END I'll 3 /16 " x 4 " MINIMUM f iLLET-TYPICAL DOUBLE L 2x:lx l/4 I'll MID-SPAN SPACER PLATE 5 /8" X~" X ~11 OVER-fRAHE UPPER LANDIN<S> - SEE D/S'I T .O . ~L EM6ED PLATE 1/2" x e " x £!>" I'll (4)-1/2" dlo x S" HEADED ANCHOR STUDS-TYPICAL e PLACES CONNECTION PLATE 3 /f!>" x 4" x b" HI<SH I'll (2)-1/2" d lo . E~CTION SOL TS -TYPICAL TOP. BOTTOM CONNECT ION PLATE 3/e"r-~+-----5'-e," L 4" x 4 " EACH END ILk _____ ___::___:: ________ -,/. @) .,.... 'I ------------------------jc e 1/2" DIA. ACC ESS HOL E EXTE"-10"- SLAB e V "-'L T 5,(t ' ~"~TURN H6 DOU6LE LS.I/2xS.I/2x l/4 x 0 '-6" EACH SIDE b1 -+--o o--+-M \s bxl2 (L41'() ~ H<S>R-f-_ SEE 5 /Sb TYPICAL I""' -X 1'-0" ~~12 ~~) 6x l 2 ct '-f,'' 1'-0'' ~ /£!>" d lo TH~ADED ROD I'll COUNTER-SUNK 6 R.6 PLATE 1/4 11 >< 2" x 2 "-TYP ACH END-PLACE ROD o 2 .1/2 " ROM TOP OF 6M E F N~xl2 (L4 .... X J exe TIMBER POST-TYP ICAL I I 16' O.G. VJ:"-T 1..._-li<>EE W.... FO"- ADON'L. REINF) 10"' I DHL ,.., • 26 ' a t6• O.G. ___ d_'= -------1fn\D 1'':::;;1 '-0 u ~ ------~®E 1.1/2 11 = 11-0 11 __ P_11:l_~A-.-~--:-.. -I E_~------------------------------------------------------~~ -3-/4-.. -.-~-·--o'-' ______ __:_ __ ---1® 10" ;\ £!>" 6RACE ~L m = 124 '-o" jlt--.------- • I ~ o I T~ • 12'1 '·4 ::k m = 1oe'-o "1 ; """ • , N I I 4 '-0" • "'" --~ () ' N 25'-1" • l I I () I N I r I ,---- 6MPQG.I<;ET I -. I - -~ = 1 0~~~~~ I I I s~~ I ' ' PER 6/5<'1 fl'. I I m = 12e'-5.Ste• (5 PLACES I I 1'-0'*1 EACHSIDE) I , T.O. SLAB • , (G\, ..._ 1 10'-~' +/-I -0" ,( 10 11 £!>"BRACE ~L T~ = 124'-0 ' ~+-ll~INF PER H/S2 (2 THUS) I I 7 1=s;'1 I "\'S! I I I IJ '-b" '-e>" L ' 1o" I I t===;===l '-l.. --:t-t---1, A ----_j I. . T I SEE ARCHITECT I I I ~:Y <l:l <l:l I L.:\.::"':):----- --_j L ----- . • I • ?-+t:'k---'"<- ----~,..J I ~ I'-' L ------+ 1- TVi = 12'1'-4 ' I T~ = 108 '-0 ' ._I 2 5 '-10" 5 '-1 0~" 5 '-10~" SITE ~TAIN IN 5 ~L 6YOTHER5 PARTIAL GENERATOR ENCLOSURE FOUNDATION PLAN AND ELEVAT ION r---------~~,~---------r ® = D UJ '/ /I v I (,_ 10" 1--------------------------------------------,--, _ J, T~ • 12~'-4" +/- 1 I I I I I 'f' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I (1)-•f; VERTM I I I I ADJACENT I I I I I TO OP5 -TYP I I I I I I I I I I I I I I I I I I I I I I I I I UPPER FLOOR 5'136 ' (SITE 12f;' (ARCH) SOUTH ENCLOSU~ ViALL ~---~~pr ~~:~--~--~~~~--~--+ ~g.~,INDOViS 4 DOOR I I I I I I I I Of<> I I I I Of<O I I I I I I I I I ~ fT<S> • DViL I I I I I I I fROM fT6 ~~~~ ~ ~ I ~~ ADDN'L ~INf I : : : : : r G \ : 1 I II II 5~ I I f---------~----+-I ~~----7--f - T .O . CONC VAULT SLA6) 110-<1 T .O . CONC INTERIOR SLA6 o-o H PROV IDE CONTINUOUS L Sx3x l/4 -TYP 4 SIDES OF VAULT SEE PLAN~ PROVIDE CONTINUOUS EM6ED L 6 x 3.1/2 x 3 /f!> (LLV) l'il 6 /£!>' d lo x 4" HEADED ANCHOR ~~ 5TUD 4P e • O .C . - TYP 4 SIDES Of VAULT HORIZ . o lb" O .c. EACH FACE VERT. s 10" O .C..l OUTSIDE fACEI •5 VERT. s If!>" O.C .[ INSIDE fACE I DVoil. 115 X - 45 "~ rl 5 "~ lit 10" o .c. r- !5)-•5 CONT. TOP fOOT I I ~ 0 1.1/2"1.- CLRI \ ) -+-r I' • f-... r 5)-•5 CONTi~ TOP 4 BOT • • ~--- • """ [.4- • • • • I '"="' 10" ViALL SEE PLAN r--.;-;r?L.>..---,-< L-TO-L ~II :2 " CP 6 " 1.1/2 " 6ALVANIZED STEEL BAR 5RATIN5- SEE VERIZON FOR ADDN'L INfORMATION ~x35 4P 5 '·10" +/-O.C. - (SEE H/5<'1 FOR LAYOUT) - (:l)-~'5 ~GUIRED 1 + 5EE PLAN --·-·-( '1~XTERIOR h5-{P-SLAB o VAULT ~Ill'~ jl.l/2 " l cLR DViL 114 X ~ :26 "~ r8 11 G If!>" O.C . • • ~ Q • • -IL ,--, I II IF oc ·= __J \,) • (!) PERIMETER~ DRAIN- SEE A /5 1 TYP ---~ .. -.-1'--0-"------------------------------------~~ ------- KURTZ 4 ASSOGIATES, lNG. 5012 C.OUNTY RD . 154 6LEN¥"100D SFRIN6S, C.OLORADO ("110) "145-eao5 GLEN~OOD GOMMERGIAL GENTER BU ILDING 4 SOUTH OF 6LEN¥"100D SFRIN6S, STATE H¥"1Y. B2 6ARFIELD C.OUNTY , C.OLORADO OHNER FRIN C..E C.REEK C.ONSTRUC. T ION ("110) "145-4545 DRA¥"1N BY: t-'f.C...E.K. C.HEC.KED BY: 6.J.K. SC.ALE: AS SH0¥"1N FROJ. NO: 05-"14.4 DATE: C.OORDINATION SET: OB/21/01 REV ISED : 10/0B/01 SHEET TITLE: ROOF 4 TRUSS DETAILS SHEET: S=Cf