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HomeMy WebLinkAboutB07-0096 Structural Plans� r >,t PRDJECT DES�RIPTI (?N i. Prajecf consists of (1) building cons+sfing oi stee! hip and valJsy roof framing aver (4) levets of composite sfeel construction over (]} Ieve! of parking on siab-an-grade below lst Levei. Lateral sysfems wftl be cast-rr�-place concrete cores and shear walfs. 2. The foundations consist of spread footings below cast-in-place concrete foundation watts and isolated footings below interiar sfeef eolumns. A temporary retoinr"ng sysfam along wrfh a permanent de-wat�ring sysfem rs required for #he projecf a�d wilt be designed ond ;nsfalled by a spec+alty controctor. 3. This descrrpfion is for general orientot;on only. The Contractor is responsible for cr!! scope rtems described in the drawing� ond specifications as we(! as for alt maferial and labor that con reasonobly be inferred there from. GFNFRAL APALICATfON 1. These drowings must be usad in conjunctic�n with the architecturol drawings on the projecf t4 cieardy def,ne afi requirements for construcfion. 2. (Vo Controctor shauld attempt to bid nor construcf any portion of th;s project without cansutting the project archifecfurol, mechonicdl, and etectrical specifiea#ions. 3. All ihings thot, in the opi�rion of fhe Contractnr, op�eor to be deficiencies, omissions, confradic#ions or ambrgu�tres rn fhe ptans and specrfications shaff be brought fo the attentian af the Strucfural Engineer, Plans and/ar specifications wift be correcfed or wriften interpref�rtions of the alleged defr'ciency, ornission, confrad±cfian ar ombiguify will be made by the Sfrucfurol Engineer before the affected wark proceeds. Corrections ar wrriten interpretations shall be r'ssusd before affected work may proceed. 4. The Confracfor shal/ infnrm fhe Structura! Engin�er, clearty and explicrfiy in writing at any deviotion or subsf;futian from requirernents of the contract document$. Controctor sha!! not be reJieved of any requirement �f the controct document$ by virtue of tf�e Strucfurol Engineer s revr"ew oi shnp drowings, project dofa, etc., untess the Contractor has cleorly and explrcitty inforrned the Sfructurat Engineer in writing of any deviotions or subsfifutions af fime of subm;ssion. 5. Al� eteva#ions are referenced os faltows: Daium DQO'-0 = 1st Level etevation =&156.5` IJ. S.G.S. QESI�'N �RI TERIA t. Buitding Gode: 2403 internotronal Building Code 2. Wr`nd Coading: a. 8asic Wind Speed = 90 MPN b. Wind lm partance Factor, !w = 1. 0 c. Exposure Category: C d. G�pi = 0.18 e. Wind base sheor: EastfWest No�th/SouFh 87 K S3 K 3. Ser'smic toQding: a. Seismic lrr�portonce Factor, 1E = l.d b. Seism+c Use Group = 1 c. Mapp�d spe�tra! response acceleration: i. SS = 0.337 g �r. sr = o.v�s g d. Site Class = D e. SpecfroJ response coefficients: i. SOS = 0.344 g ir. SD! = 0. ?26 g f. Seismic Design Cotegory = C g. Basie se+smic force resrsting sysfem: Special Reinfarced CQncrete Shear Wolls h. Response modification facfor(s), R= 5.0 i, SBiS;tiiG f�S�30t758 C48fftCiBCI��S�, �S = 0.�%`J9 j. Analysis procedure used: Equivalenf Loferat Force k. Seismic Base Shear,� y East/West Narth/South 239 K 231 K 4. 5uperimposed Gravi#y Loadin�: See Load Key 5heets. 5. Foundotion ond retaining w�tls have been designed for the follow+ng assumed design pressures: Acfive Pressure = 45 psf/ff Af Rest Pressure = 5Q psf/ft Passive Pressure = 250 psf/if Fricfian Coeffici�nt = 0.5 SPE�IFICATIONS 1, Generai IVotes ore nof o subsfituFe nor a replacement for the projecf specifications. These notes are intended as a guide to the design andfar consfructron requirements esfoblished far fhis praject, 2. tJo contractor shauld a#tempt to bid or canstru�f any porfiorr of fhe work withouf consu/ting the project specifications. FOUNDATIDNS 1. S�iILS FN�INEER: David A, Young, P.E. �32-296 Nepwo�th-Aawtak Geotechnicat, Inc. 502D Counfy Road 154, Glenwood Springs, CD 81601 (970) 945-79$c� 2. Foundnfion desrgn bosed on soits report da(ed: IVdvember 2Q, 20Q6 3. Geotechnical Engrneer rs sofe judge ot sui#abilify of undertying materiat #o suppQrt foundatr"ons and sha!! approve bearing material before founda#ian instaltafion. See Specifications. 4. See sheet 52,0 for footing schedute and notes. 5. 8otfom of exterior footings, grade beams and wa!!s shotf tsear a min±mum 4 ft. betow finol exterior grade for frosf profection. 6. At1 fil! materiai shatt be compacted in accordance wiih recommendafions pf soils ��poff. 7. Faundafian watts or grade beams having earth placed Qn each srde shaN have boih sides fitled simultanec�usly to marntorn o co�mon etevation. 8. Provit�e sharing ond protection frorrr fhe etements for exc�votian bvffoms and sides as required to promote safety, prevent c�ving and washrng and to prevent undercutting of footings af#�r fhey have been plac�d 9. 8roce all foundotion wa�ls against wl�ich bockfi/I is to be placed untit floor s/a6s ot the top ond bottom of the walf are in pioce. 1 Q. Contracfor shQlf pravide con#rnuous sife drainage b� a meehonicQt method ka controf surface ond underground water trs required to ma�ntain a dry working srte. t 1. Coordinafe under tloor drain�ge requirements with architecfural ond mechdnical drawings and fhe requirements of the soils report. TIEBACK c� CANTILFVER WALLS t. Temparary tieback wa�1 design assum�s waod iogging wil! rot away and tiebacks wili relax thetr load capacity, passing the latera! soil loods into the concrefe foce wa!! and fhe structura! frame. 2. Perman�nt refaining wal( desrgn assumes wood lagging wili rot away but soldier pites ond fiebocks wrN permanently support the lateral soit tor�ds. Concrete foce wal! has been attached to and spans horizantally between sQldier pites, 3. Maximum spacing of sotdier piles shoit be 8 ft. - THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDIG{TES ' THA1 THE INf4RMAT10N SH4WN ANQ THE CALCUTATIONS PERTAININ6 TO THAT INFORMAiION HAVE BEfN FftEPAf2E4 BY QUALItIED PEOPLE UNp�R TNE D(RECFION OF iNE ENGINEER-OF-REGORD. TNE SEAL . ODES NOT IMFLY RESPONSi&LI7Y FOR INFORMATtON PREPARED BY ��pyrighf � 2Q06 OTHERS NOR FOR ANY INFORMATit?N NQT SNOWN ON 7HIS oeaw�,c nr�Q sucH R�saoNSie�r� �s s�ecieicai.�Y o�cw�EU. KL&A, inc. CAST-IN-PLACE CONCRETE (SEGTIQN 033�0� ]. Minimum concrete compressive strength at 28 days and unit weight: ELEMENT STRENGH, PSI WEiGNT PCF Precasf 5000 145 A(t Other ConcreFe 4000 145 2. Concrete shalt not be p(aced unt;l re;nforcing and embedded ;tems have bee» inspecfed by the owner's independent inspection agency andfor the speciat inspector. Cantroctor shall provide confinuous site drainage by a mechonr'cal method to control surface and urzdergrourrd wafer os required fo moinfain a dry warking site. 3. Clearance between reinforcing ond concrete surfoces: a. Unfo�med - 3" b. Formed ond exposed to weafher or eorth - 2" c. Formed but not exposed to weofher or eorfh: i. Cotum»s, 8eams, Girders - i f2" to fies and/or sti�rups ii. Walls, Sl�bs - 3� ,, iir. "Skip Joists" and joisfs with pans over 30" wide - 1%2" iv. Joists with spons 30" or less in wrdth -%" 4, Eortt� formed trenches may be used for ioofings only. 5. A!1 consfruction joirats shown on the drawings shafi be incarporafed info fhe structure unless their elimination is approved by the structura! engineer. Addrtionol joints required ta facititate consirucfion sholt be locoted at po�nts of minimum shear and shnll be detoited on reinforcing shop drawings. Re;nforcing shal! pnss continuous(y through construction jornfs. i, Norizontal Joinfs: Where shnwn rough in sections or defai(s roughen ta 1/4�' omplitude �efore concrete sets; elsewhere, ciean, remove taitance ond leave untroweled. ri. Vertica! Joints: Locate verficQl join#s in girders, beams, grode beams, joists, walls and slabs midway be#ween supports, unless noted otherwise ii;. Locafe o#her joints crs shown or nofed. 6. Contractor shal! include in his b;d and sha11 furnish additional concrete due to wet concrete deflection of composi#e deckfbeam sysfem. 7, Prov+de concrefe housekeeping equipment pads, inerticr bases and curbs as nofed eisewhere in controcf documents. Unf�ss noted, dowe! hausekeeping pads with #5 dowels projec#ing from concrete below Q# i8" O.C. along perrmefer. Rernforce pads wifh WWF 6x6-W2.9xW2.1. DriN and drive dow�ts for t+ght f;f. 8. Unless otherwise shown in the architectural drawings, provide �q " ehamfers at a!! columns, bearns, walls, and slab edges that are exposed to view in fhe {inished strucfure. 9. See arch;tecfurc�l drawings for door and window openings, drip stofs, regtefs, mQSOnry anchors, precost bearing ledges, and for mrscetlaneous embedded plates, bolts, anchors, ��G. l0. Refer to archifecturat drawings for concrete f;nishes. Where finish is not specified, conform to requirements of projecf specifications. 11. Where concrete face wal/s are cast ogainst temporary or permanent refenfion system, contractor sholt include in bid and provide addifionot concrete as required by retention system tolerances. t 2. The mechanicot drawings shafl be referred to orad the vorious #rades are responsible fpr plocing of sle�ves, outtef boxes, onchors, ete. t 3. Topping stobs indicated on the structuraf drawings sha11 be reinforced wifh 6x6-W 1.4xW 1.4 WWF unless nofed atherwise. See orchitectural drawings far pian dr'mensions, fhickness, slopes �a droins, efc. 14.8ase plates and onchor bolts below grade sfrall be cavered with a minimum of 4" o{ concrefe 15. See Specifieation, Section 03300 far ihe faltowing ttems: Concrefe Mix Designs%Submitfot Shop Drawing RequirementsfSubmiftal Requirements Curing Requirements NoF Weafl�er Requiremenfs Cold Weafher Requrremenfs Form Sfr;pping Requirements Finishes-Definifions Only Tolerances Fesfing and lnspection EMBEDDEL� lTE1�S IN STRUGTURAL �ONCRETE SLABS 1. See mechanicai, electrr'col and plumbing ('MEP) drawings for misc. ptates, anchors, fitfings, etc. requrred for MEP equrpment ond service. 2. See architecturol drawings for misc. ptafes, bolts, reglets, siots, etc. requrred fdr architecfurol r'tems. 3. Electrical conduit ;n cornposite concrete slabs: a. Maximum oufside diamefer is the smatler of i t' or 1/3 of fhe cancrefe fhickness over the deck. b. Minimum spacing between conduit is ?8" and no crossovers occur over the deck. 3r ,R c. Mrnimum concrefe cover is q REl NFd RGI NG S1�EEL (330D) t. Reinforcing: a. $ors: ASiM A6i5-grade 6Q, excepf ASTM A706 -GR60 for reinforciRg f� be welded. b. Welded Wire Fabric: ASTM A985. 2. Un�ess nated, provide continuous reinforcing around corners ond through eonstruction joints, control �oints, & contracfion joints. 3. Prouide $tondard hooks on bars termrnoting at a concrete foce unless noted i.e.: edges af openings, stab edges, exparrsivn joints, en�`s o{ beams, and ends of wails, etc. 4. Untess noted ofherwise, provide 2-�5's at each side of openrngs. Extend 2'-0" beyand edges of opening. 5, Unless not�d, spli�e continuaus tap and bottam bars in grade beams and watls as follows: Top bars at midspan, botfom bars nuer supporf, 6. Sp/ice bars with contact lops unless nated otherwise. a, Use cic�ss B spiices un�ess noted afherwise. b. Lap splices sha(l canform to the requirements of fable A untess r�oted otherwise. c. 8ars #14 and #18: Lap spiices not atlowed. tJse butf-welded sptices, rrrechanicat bar splices, or other posifive connecfians capable of developing 125� of bor tension capaeify. d. Far clear spa�rng less than 2 bar diameters or cover less thon 1 bar diometers, mu!#iply above by �.5, �ElVERAL IV �TES CQNT'D ON S �. 3 Sl�l?UCTUR,4L ABBREVfAT10NS ABBRE4!___ DEFtN1TtON _____`_ A.B. onchor bol#s ADONL addifiana! A.F.F. �bave fin;shed floor AL� olternate ARCH orchrtecfurcrl B, 807 bottom B.B, bond beam B.L. brick tedge BLDG building SM beom &RG beorr"ng BTWN between CJ const.fcontral joint Ct,CLR clear CMU conc. mosonry unit eo� �o��,m�, CONC cancrefe CONIV con+�ection CONST constructian CONT contirtuous DET,OTt defail DIM dimension pK deck DS diogonol sheathing t3WGS drawings DWL dowel EA eoch EE extended end EF each face EFF effective EJ expansian joint EL,ELEV etevaE�an EQC edge af conerete EOD edge of deck EOM edge of moso�ry EOS edge of stab EW eoch way EXtSI' exrsfing EXP expansion EXT exterior, extension FDN foundatron FL floar FOS foce of stud FP full penetratian FTG footing GB grode beflm GEN generai GLB gtularn beam GLC giulam column ABBREV.__DEFINIT(ON =__=-===Y HK hook HORZ han`zonta! IF inner face 1NT interior JT jaint L, LEN lengfh CAT laterol LCH long leg horizontal LCV long !eg verfico! LONG longifudinal LPG lower porking garoge MAS masonry MAX maximum MECN mechanical MFR manufacfurer M!N minrmum MTt, metal t�C}M nominal NS normal sheathing OF outer face O.H. opposit� hand OPNG openrng PC precost PL plafe PWD ' plywood REiNF reinforcement REQD required RET retaining S.A,D. see arch. drawings S.O.G. slpb an grade SC slip cr;fical SCHED schedule SECT section SL stab SPA spacing STFNR strffener STL steel SUPPL supplier SUPT support T top Tfxx top of xxx THK fhick, fhickness TRAN #ransverse 7YP fypica! UNO un/ess no(ed otherwise UPG upper parking garage VERT verfico( W wide, wid#h WWF welded wire Fabric GENERAL LEGEND _ _ _ _ _ _ GENERAL NOTATIONS XX �ECT10N CUT n, XX = QRAWING NUMBER YY = SNEET NUMBER ELEVATtON ORAWING XX XX = Dl?AWlNG NUMBER � YY = SHEET NUMBER XX �E�AIL CALL OUT �„� XX = DRAWlNG NUMBER YY = SHEET NUMBER ► � ALT�RNATE SECTlON CUT `/f�/� INDlCATES ADDENDUM L� NUMBER -�-�-� ���r�/% fNDlGATES STEPS AND 5LOPES !N DECKS & .-��,,.�'��; sues XXX �-YY" ELEVATIDN CALLOl1T T, a. SLAB XXX'-YY" = 08JECT ELEVATION r. a, s�� = r. o. (oR e. o.) o�,�ecr PGqN C.E�El�D _____ __ _____ _ ------ CONCRETE CONSTRUCTtON �! ;I GIA CONCRETE WA�L A80VE C�'�W�T� c�P car�c. wA�z �eov� w/ wiN�o [����� C!P CONC, WALL ABOVE !N/ ODOR �______________� C1P CONCRETE WAtL BELOW L______________J ��� '- r' , -I REINF�RCED CMU � /� Rt srzE �xxl �=Y" �R oI r � �� t_ J � � STEE� CONSTRUCTION TRUSS e�M/ct���� COMPOSITE BEAM l�QTATION (XX� = �{ 0�` 5TUDS Y" = MIDSPAN CAMB�R R� = LEFT REACTtON (k) RR = RtGHT REACTtON (k) COL UMN ABOVE COZUMN QELOW - PtAN KEYS F1 XXXK� FOOTlNG NOTATION XXXX'-YY" F9 = FTG TYPE - SEE FTG �CNEDULE XXXK = SERVlCE LOAD XXXX,-YY" = T.O. FTG ELEV C 1. C 1= Cf7L iYPE - SEE COL SCNEDtJLE M� M 1= MASONRY WA�.L TYPE - S�E MASONRY WALL SCNEPULE �z KEYED N{7TE - SEE KEYEL� NOTES � � T =,.�...XXXK v,. s=+xxxK REtNFORCING CAL�.�UT - SEE SLAB REtNFORCING SCHEDULE S FO(JTfNG/FOUNDATION STEP TRANSF�R �OAD XXXK = 5ERVICE Lt7A0 axr�c toa�: - rErvstarv -t� COMPRESStON �'""""'� �""""�" --+9��►--- �-,,9 � 8►- �. _ � . -- � � � �p � � s-�°� � � � �� � �� � � � � �� �� � �►, =. SPLICE 1N BEAM/GIRDER MQMENI' CQNNECTI�N5 rD BEAM MOMENi CONNECTlONS TD COLUMN : M : S • : I DIRECTION (1f DEGK SPAN QR DIt2ECTtON OF RElNFDRCING BEAM PENETRATI�N �- SEE BEAM PENETRATtON SCNEDULE MECHANICAL t1NITS - SEC MECH. FOR SIZE AN� LDCATIC}N � � �. , � #rv � ; � �� �,� �- � g . � �_ ,. � � � � THESE ORAWINGS ARE TQ BE USED 1N CON�IUNCTIQN W1TH THE AaCHtTECTURAL DRAWINGS QN TN�` PROJE�T TO CCEARLY DEFtNE ALL 0� THE RE'QUIREMENTS F'C�R ?�HE C�NSTRlJCTIDN, WNERE CONF�tCTS OCCUR, Ct?N7ACT ARCHITECi� FUR CLARIFICATION. TRI�.T11/IP� I�7EVE�QPMENT RESt?RT DESIGN AS S fJCIATES E _: KL&A �nc. Structural Engineers & Builciers �412 6�1. Eisenhower �lud Loveland, Colorado 80537 Ph: (970} 667-2426 FAX; (976� 667-2493 Goiden, C4 LaveVand, CO �aimauth, M!� RRCNITECTURE, P(�AN�3fNG, ��vT���aR ��si�� Sar� Frar�cisco Office �25 Market Street, '14th Floar San Francisco, C!� 94105 Tel: 4�15.392.�+4-33 �'ax: 415.392. �F454 L�ouisvilie Office 357 McCt�slin �Ivc�. Suit� 2�0 Louisville, CO 80t327 Tel: 303.4�9.4�33 Fax: 3Q3.�26.5233 Avan Office 30 W. Benchmark Suite 22Q Rwon, CCi 8162C} iel: 97C7.94`�.0899 F"ax: 970.949.0933 in fo@ResortD�sign.com www.ResortDesign.com • � R�visions; I-IG �U"i �0% GL� �-�G7-c�'7 �C�t �D �-.��-�-� � ��� �� 4-Ic�-c�i` PcRMi i 5�i C -G7�-O� °�RMIT 5ET - RE�'aUE3M i TTf�L I' ', ,, . .* � �� *� � .,, ,� �,,� �.•._ ±� Drcawing Title: ������� ����� � ����T� I �T I Date: N��I. ��, ��C�� I Project Na: i"lil�� Drawn by: �N� Checked by: J�.f� Sh�et: � � �ElVERA� IVOTES GQNT'D FRDNI S 1. 0 TABLE A: TENSlON LAP SPtlGES BAR SIZE �AP �tASS TOP BARS OTHER BARS �3 A l9 ?4 B 24 19 #4 A 25 19 B 32 25 #5 A 31 24 B 40 3� #6 A 3T 29 B 48 37 #7 A 54 �2 B 70 54 �8 A 62 48 8 80 62 #9 A 7� 54 8 9d 70 #�0 A 78 60 B t02 79 #i1 A 87 67 B 113 87 TABLE 8: COMPRESSION �QWEL EMBEDMENT & COMPRESSfON LAP SPLICES COMPRESSlON BAR SIZE DQWEL EMBEDMENT LAP 5PtlCE #3 i2" l2" �4 12 �. j�„ #5 14�� ��„ #s � �„ ��>, #7 20 ° 26,� �8 22" 3D" �9 25" 3¢„ #10 28" 38„ # 1 ] 3 f " 42'� �14 3�" -_ �l8 50" -- � 7. Splice weided w+re fabric by lapping one fuJl mesla spoce plus 2". 8. Where reinforcing is nat indicated or defined, include for bid purposes only: YYALLS: �5 e�ch wc,y each face. Spacing in inches. = f 4Uj(wall fhickness in inches) buf not over 1$" O.C. BFAMS: 1-�9 cont. T&$ fort euch 1DD squore ;nches of b�om cross secfionof areo and �4 stirrups spaced ot f af beam de}�fh full length o{ beam CC}LUMNS: 1-#9 vert per 50 square inches of cross sectional areQ and �3 fies t� 9': SIABS; #5 eoch woy T&8. Spocing in inches = 1DOf(stab thickness ;n inchas) but not over 18" O.G. 9. On shap drawings, indicate above reinfarcr'ng as "per general notes `: Such reinforcing may be revised v� retocated by structurai engineer durrng shap drawrng review. 1D. Furnish the foftowing tist c�f reinforcing to be stockp;led at fhe j�bsite and used of fhe directian of the Sfructural Engr'neer. _____ #4 x 20'-D ----- �5 x 20'-0 ----- �6 x 20'-0 i 1. Masonry dowets: Provide, plac�, ond space to motch masonry (horizontol and�] vert+caf reinforc+nq. 12. Dowe1 abutFir�g cor+crefe members #oge#her unless poured manali#hically, Dowets shall be equal ;n srze ond spacing to the reinforcing in fhe supported member except substr"fut� f�6 dowels far aN reinforcirrg #7 and lorger. Dowels shali exfend io the for side of member and terrninate with a stondard 90` AC! hook. RE1 NFaRCEO MASQNRY (SECTI �N 042.3Q) Notes apply fo masonry shown on sfructuro! drawings jond shall be the rr�inimurrr requiremen#s far masonry shown on architecfural drowrngs]. 1. Concrete masonry: o. Compressive strer�gth of rraasonry, f fm = 1500 psi, b. Concrete masonry units tightwer'ght (t05 pcf), grade n, type t- 2 ce11 unfts. e. Grouf strength ot 28 days = 125� of {'m, 20d0 psi rrrinimum. d. Mortor Fype - S, at exterior walts, hydra#ed lime required. Type N moftor, at inferior walts, hydrated tr'me required. e. Speciat inspecfian is not required.. 2. Reinforcing bars: a. ASiM A695, grade b. wire. ASTM A82 3. Wire RQinforcing: See Specifications. 4. Dowels from canerefe have been furnlshed orid ploced by cancrete c�ntoctor. 5. Mirrimum wa11 reinforcing unless nofed afherwise: NOMINAL WAL� VER1'. NORtZ LADDER JO�NT NOR1Z BQND BEAM TNlCKNESS RElNF� RE(NF. WIRE RElNF, 6" {�4C�4'a" CENTERED 9GA E.F @ 16" �4� 10' 8" �4t�4'0" CENTERED 9GA E,F.C�16" �4C�lOr 9 Q" �4C�4'0" CENTERED 9GA E.F. � � 6" #4C� 1 D' 92" #4Q4'0" CENTERED 9GA E.F.�16" #4C�1f?' 6. Prov;de b�nd beams at; sitt lines, top and bottorn edge of openings �extend minimum af 2' -�t'" past opening), top of walfs, floor Irnes, roaf lines, top of parapets and at 10 feef O.C. maxr'rrrum between. 8ond bsams shal! be cantr'nuaus U.N.CI. See #yp+cal bond beam detoil. 7. See Sfruc#uraf drawings for tintet schedule over openings. See arehitecfural drawings far locations, spQns �nd contigurdtions of vorious ty�es oi lintels. $. Provide verticol watl reinfor-crng ot all walt carners; end �f wolts; each side of openings and af eoch sr'de of controf and exponsion j�ints. Match verticoi bars in wall. 9. Continue verfico! reinforcing floor fo floor (or roof� and extend fo top a/ parapet, 14. Continue reinforcing through construcfion joints, confrof jo+nts and around cvrners unless nofed oiherwtse. i �. Arovide haoks an bars terminofing inio a masonry face; o. !n walls at openings, heads, jc�mbs, expansion jaints, ends. See iypical detor`!s. 12. Splice bars, where permifted, by confact lerps, se� fypical detaits. t3. Vertical reinforcrng bars shati have a minimum clearance of 3/q." from masonry ond shvl! be held in pos+f+an top and boftom and at in#ervals nat exceeding 4'-Q. Accessories for such support shaft be used. Provide t1U0-C1-Wat( (o� equal) Rebar Pos�fioner t7/$-89 f or D/'A-8�2 or DfA-816 for uertical bars. Horizontat jornt reinforcing shall be lapped no less than 6" oll sptices, inctuding corners and fees where no confrai jaint is used. 14. Verticat grou#ing may be Jow lifi Qr high tist as fotlaws: Low tift grouting may ibe used fo�' all wa!!s ot the opfiQn of the contractor. Lifts shof! naf exceed 4-0 �n heighf. Hrgh liff grouting sh�lJ nat exceed one story in height. Ctecrn ouf hales shaC! be provided of the bvse Qf �och grou#ed cell. Al! grouf, low Irft or high liff, sholt be mechanically vibra#ed throughauf the heighf af fhe liff na more than five minutes after groufing. 15. Coordinate blockouts, reveats, holes, apenr`ngs and built +n ifems with ail contract documenfs and trode�. 16. Grout cells solid af: reinforcing, bond beoms, inserts, anchors, elevatnr guide roils, and 24" betow bearing poinE of steel seefions and 12" to each side. THE STRUCNRAL ENGINEERS SfAL ON TH15 ORAWING iNOtGATES THAT 7HE iNFORl,4ATION SN4WN AND iHE CALCUlATIONS PERTNNING T4 THAT INFORMATI6N HAVE BEEN pREPARED BY QUALIFIED FEOPIE UNDER TNE DIRECTION Of TN€ ENGINEER-OF-RECORD. THE SEAt pOES NOT IIAPLY RESPONSIBILItt FOR INF4RbtAT14N PREPARED BY 4THERS NOR FOR ANY INfpR1,lATIDN NQT SHpWN ON THiS DRAWING AND SUCH RESPQN518tlIT( t5 SRECIFICA(.LY 015CLAIMEQ. Copyrighf � �lJQ6 Kt&A, Inc. STRUCTURAL STEEL (SECTION Q5120� 1. 5fee1 sections: o. W$'s, thru W40's Strucfura! fees, ASTM 572 F'Y= 50 ksi �min) *OR* ASTM A99�, Fy= 50 ksi, (mr'n�. b, t?ther rolled shopes, M, S, HP, C, M� ond nngies ASTM - A36. - Fy (min) = 36 ksi min c. Round NSS. - ASTM A5.3, Fy= 35 ksr` min. d. Square and recfanqular NSS - ASFM A500 Fy= 46 ksi. e, Base plotes ad connection plcrtes (UND) 4" thick or less; ASTM f. 36, Fy= 36 ksi min. g. Anchar rods: i. 11ND, ASTM A36, Fy= 36 ksi (m;n) ii. Where noted, ASTM A449, Fy- 90 ksi min (J and L balts nof atlowed). 2. Sfrucfural sfeel hos been designed in accordance w;fh Laad and Resistance (LRFn) Des;gn , procedures as required by AISC Manu�l Of Sieei Construction Load find Resrsfance Qes�gn , Lrrtest Edrtron, uniess noted otherwise. All beam shears, reactions, member forces, morraents, etc. Shown an these drawings are unfacfored loads conforming to requirements of AISC Allawabte Stress Design (ASf?), 3. Gonnection Design; a. The Structural Eng;neer of Record (EOR) interrds to provide oll sfeef connection designs. Connecfion designs haue been +nctuded in fhe contract documents. b. 1f a connectiorr design is rnadvertently omiffed {rom contract documents the confractor sha1F (of contracfors option� i. Use connection designs from part 4,APSC manual, 9th Edition (ASD) ond requesf specific approval of the Structural Engineer ���� ir. Request specif;c, written canne�tion design from the Siructural Engineer c. C�onfractor �evia#ions fram connection des+gns shvwn on the confrocf dacurnents wiff be rejected unless con�ractnr submits complefe structural ca(culations for approvoJ. Calculations shati be seoled by a Professianal Engineer regr'stered in fhe state where the project is located. d, C�ntractor deviations fabricoted withouf wrifFen approval of 1he Structural Engineer will be deemsd, a contractor design with toia! design responsibilr`ty remoining wrfh fhe contr�cfor. 4. Cannec�ion design farces (unfocfored ASD vo�ues). Gnless noted ofherwise, cantractor shali seleet connection designs fram connection tabulaiians shown on tt�e controct doeumenfs. 5. Simple 8eam Connections: a. 5impie �eam Connec#ions: Se/ect conne�tians wifh capocities equol to c�r g�ea#er than the beam reactrons; indicoted on Fhe drowings. Confractor shall request be�m reoctions fhot are inadverten#ly missinq fram fhe drawings. Comply with the foJJowing add+tional requiremenfs for onesrded and twa-sided shear conneciions: l. �ne-sided sheor connecfions; Single ongle, single benf plate, and shear ptote typ �onnecfians shaN b� deto+led to use #he maximum number oi rows af bolis (spaced at 3" O.C. or greater spocing if required ta sotisfy minimum balt spacing requirements) which can be accommodated wikhin the depFh of the supporfed beom web. ir. Two-sided conneefions: Doubte angte ond double bent ptote connactions shall be detailed such that the length of the ongles or benf plafes i� at feasf 6Q9� of fhe '7" dimensian or the web of the supported beam. 6. Connections at the ends of plate girders shail be double angte beam connectior�s using high strengfh bearrng �olts. Cannectians shr�ll be selecfed using the reoctians shown on fhe Drawings. 7. 8olted conn�ct+ons: a. t�ln�rnurrr bo�t dlameter. 3%¢" unless noted. b. Twa bolts mrnimum per� conneefed member. c. Use fu11y fensioned A3255C or A490SG bolts for brocing, rnament cannections, confitevers, tensian membars ond af oversized or stotfed troles where the force an fhe joint is nof normal fo the axis of the staf. Use A325N or A490N elsewhere, d. Snug trght bolts. �alts in connections tha# are not slip criticoP, nor subject €o tension, nor re�uired fa be fuily tensioned bearing type connect�'ans need onty be tighfened to the snug tight cond;tion. Snug fighE condition is defined as #he fightness that exists when al1 plies ;n a iQinf are in firm contact. Tnis rraay be attatned by o few impacfs of an impact wrench or the full effort of o man using an ardinary spud wrencta. e. A3t?7 bolts may be used arrly where indreated. f. Oversized arrd long slotted ho/es permitfed only where shawn. 8. Wetded connec#rons: o. E(ectrodes: E70xx etecirodes except E 70-T-4 elecfrodes not of(owed. b. Electrodes Qnd weld+ng procedr�res used an moment frarnes #hai resist seismic loads shalt produce a minfmum weld toughness of 24ft.lbs. at (-)20'F. Submit propnsed welding elecfrodes and pracedures fOf aj.?�J('OVQI. c. Fillet welds: AtSG minimum but nat less thon 3j16'; uniess noted otherwise. d. Gro�ve welds: full pen�trofion, unless noted otherwise. . e. Welds are eontrnuaus unless nofed otherwise. 9, Unless noted, pocket beoms 8J+ min. into concrefe ar mosonry ond bear on 3f " min. Grout. Anchor wifh iw� f4 " diam. x 1'-4 headed anchor botts. Slof beom h�les 2" paraJlet to beom span. lnfill masonry pockets wifh ma#ching masonry or grout concrete pockefs sa/id if pockets ore exposed fo view in the {inished strueture. 10. Shear st�ds: confor�rrr to AWS O1. 9. Shap wetd except where �pplied through composite deck. 19. Spe�ia! lnspection is required for structurat steel, see Speciai Inspection Pragram. t 2. No finai bolfing or weiding shal� be done untit as much of fhe s#ructure as witt 6e st;ffened th�reby has been properly aligned, i3. Composite beam cambers are shown on plans. Camber folerances shatl be heJd to (-t-J %'; (°) f2" in place. 14. See specificat+ons for: a. Shop drawing requiremenfsfsubrniffol b. Shop preparotionfprimer STEEL RC?DF DEGK �SEClION 053 �Q) t. Comply with SDl and profect spec+ficotians. Confarm to requirenaents of OSNA, 29 CFR parf 1926. 2. Do nof suspend painf loads from deck +ncluding hangers for: ceilings, pipes, duets, equipmenf, etc. Contvctor instatling sueh poinf loads shafl provide sub-framinq fo transfer lotrds to structural rnembers supparting deck. 3. Sfee! deck; minr'rnum yietd strengfh 33 ksi. 4, f?epth, minimum sfeel gage ond finish are shown on plan, 5. See plans for deck connectian requirements. 6. Fire RQfing: Roof/ceitinq assembJy shalt prvvide a m+nrmum ____ fire rafing and confirm io U�. Design number _____. Deck unrfs shatt bear appropriate U.L. label. C�MPt�SITE DECK �SE�T10N 0533Q) 1. Compty with steeJ deck insiitute (SOt) ond projee# specifications. Sfeel for deck: Minimurrt yield strength, 33 ksr' 2. Deck depfh, min gage, finish and slab reirrforcing are shown on fhe pl�ns. ,3. The qage af fhe compos+fe deck shatl be verified by the deck suppfier for the span conditions shown on ihe firta! detailed deck shop drawings, The minimum thickness shali be 2f1 gQge. 4, Composite deck and slab shalt be capable of supportir�g fuli-unfacfored loads as indicated on toad key sheets. 5. Deek shalt 6e copabte of supparting unfactored construction taads (wet concrefe -f-ZOpsf) withouf shoring, a. It shalt be the responsibility af fhe deck suppGer to ca-ordinote antr'cipafed consfruc#ron toads w�th the concrete contractor. b. Deck shop drowr'ngs shaff clearly indicate rnaximurn Qliowable construction loods. c. Maximum constru�tion toad deflectr'on=C/360 6. Where Const�uciion rnethods or slab fhickness cause obnormalty high construction loads, deck moy be shored af confractor's option. Genera! Confractor shall co-ordinote. a. Areos that musf be shored shol! be c%arly indicoted on composite deck shop drawings b. As a minimum, shares shal! extend io a floor fhot has reached 75q of specified compressrve strength, Deck supplier shall verify deck ond slab capacit;es for shorrng toads. c. Proposed shorirrg fayout and exfent shaJl be submitted to StructuraJ Enginee� for revrew. 7. The final stob fhickness shalt be no less than cailed lar on the plans. 8. Provide required support far compasife deck and concre#e of through calumns �nd af wet columns. 9. Formed openings through deck. a. Form openings (Block out) on top of deck allowing deck fo remain ;n ptace urztr'1 concrete cures. b. Addif;anal reinforcing r�ot required for openings less that 6 inches square or raund or for recfangular openings less thon 6+nches x 92 inches, where tesser dlmension is perpendicular io span of dsck. c. Reinforce concrefe oround openings greoter than &" squore or raund, up to 4`-Q'; with rebar. See typical det4ris. 1 �. Shear Connectors: 3 ,� . a. De�k supplier shall prov;de /q d�ometer x 4 in. f;nr'shed lengfh headed shear studs for 5%2 in. thick composite st�b. 6. Nurnber of shear connectors (S.C.) shown on the draw�'ngs are based upon the foliawing deck configuration: i.2'J deep composite deck with average r;b w;dth of 6'� c. The Composife deck supptier is responsible for furnishing deck thaf confirms wifh minrmum avervge rrb widths indicated obove. !f mmimum average rib widths are tess than indr'cated above, deck supplier sholt furnish additionaf shear connectors as required. d. Deck supplier sha// furnish detailed �ayou# of shear sfuds. Spocing of shear connectors wifhin a given length shal! be as uniform as possible. e. No shop paini on shear connectors or r�n ff�e top surface af fhe beams thaf receive fietd wetded shear connectors, f. Sheor studs marked an plan for cantilevered beams shof! be placed oniy on the back span with minimum studs as specified in Composite Deck Generai Notes placed on the contilevered end. g. Shenr s#uds shall be pioced directJy over fhe beam Web for beams hoving flange thicknesses f�.3" �nd less. h. Where shear studs are nof indieated, provide minimum shear sfuds at i2" on otl beams and gir�ders that support composife deck. �ULD FQRMED METAL FRAMIN� (SECT1CiN �54C��,� 1. AJI members shafi be designed in accordance wi#h the Amerrcan lron and Sfeel Institufe (A1S1) ?Specification for fhe Design of Cald-Formed Stee! Struc#ural Members'. AIt framing members shall be farmed from galvanized sfeel, G60, carresponding fo the requirements af ASTM A446 with the {oltowirrg minimurn yield sfrengfhs o. 12, 14, & 16 gage joists and sfuds: Grads D, 50ksi minimum yield W8's, thru W40`s Structurat tees, ASTM 572 F'Y= 50 ks+ (mrn) b. 18 gage and tighfer: Grade A, 33ksi minimum yield 2. All members shown ore standard desiqncrtions of 5tee1 Stud Manufocturers Assaciafion (SSMA) Design of inembers +r+dieated on strucfurof drawings is based upon minirnum membsr properfies published by SSMfi. Tabte oi qages vs, minimum thickness: Min. Design Min. Design Gage Th;ckness (in.� Thickness (mils.) 25 a.0188 18 22 0. Q283 27 20 0.0346 33 1$ O.Q451 43 1 & 0.0566 54 14 0.0713 68 12 0. J017 97 3. Design: See Specifications. 4. L?etailing; See Specifi�atrons. 5. Manufacturer: Member of the Steet Stud Marrufacturers Association (SSMA) wifh minirrtum 5 yeors of experience in simrlor work. See speci{icat;ons far additional requrrements. &. Minimum requr'rerrtents far shop drawings: a. Shop drowings shall include a scale layout of eoch pian area of the building and scale eJevations of all walts showing panet layauts ond locotiQns, member sizes, spQCings, member IOCQti4RS Ot1fI conr�ections. tayouts shall be drown to a mrnimum scale of t/8" =� r-0 unless the information presented requires a larger scote. 6. Layouts shai/ indkate framing focatians and size of block outs far me�hanicat, plumbing and electrrcal work: penaiization joints efc. and shall indicate jorst and truss hangers, web stiffeners, blacking and bracinq or other reinforcrnq required in accardance wifh typical deta;Is and manufacfurers publr'shed standards and de#ails. c. Shap drowings shall be reviewed by fhe Cantroctor prio� fa submission. Drawirags shaPl bear the Contracior's approval sfamp accepfing responsibilify for d;mensians quanfities and coord;notion w+th fhe other frvdes. d. See specifications for additional reguirements. 7, Ali framing componenfs sha!( be cut s�uarety for aitachment fo perpendicular members ar os required for �n angutar fit tight ogainst abutfing rnembers. 8. Axiatiy IoQded studs shotl be insfotled in a manner which wr'tt assure that their ends are positioned tr'ght agoinst the inside of runner webs prior to fasfenr'ng. Provide weak-oxis horizontal bracir�g at 40 inches maxirraum verticai spacing, bath sfud f/anges. 9. Where studs frame to structura! ftoor or roof inembers subjecf to deflection from occupant tive laading, ei#f�er o deep !eg doubfe trock or o?Z' cGp assembiy shail be provided af the fop runner fa accommodate verfical structura! movemenf. Faiture to pravide fop connections capable o{ accornrnodatrng movemeni coutd result in crushing and buckl;ng of the stud memDers and darnrage fo architecfural components or finishes. 1 Q. Fastening of components sholt be with seff dri/ling screws ar welding. Screws shali be of sufficient size to ir�sure #he strength of the connecfion. Att weids of gatvanized steel sha!l be touched up with a zinc r�ch paint. All welds of carbon sheet steel shall be touched up wrth parnf. Wire tying af components wilf nof be allowed, 1 t. Cutfing of sfeet frorning members may be dane wrth a saw or cutfing shears. Torch cufting of load beoring mernbers rs not permitted. 92. Compiete, uniform, and level bearing support shal! be provided %r the botfom runner, Af splices, where suppnrf is not cammon fo both runners, either butt weld runne�s or use a stud section inserted in fhe runner as a spGcing rrtember attached per manufacturer's recommendot+ons. Runner intersecfions shall butt everrly. 93. Studs shoil be ptumbed, aligned, and securely attached fo both top aRfl bOttOt]? runners. Splices in studs ARE NOT PERM17TE0. Temporary braeing, where required, shai! be provided unfit erection is complefed. �4. Where manufacfurer's recommendatiQns for erecfion, attachment, assembty, bracing, alignment, or other installaFion or assembty requrrements are more stringenf fhan indicated in these d�awings ar the Project Specifications, the manufacfurer's recommendatinns shal! ap�ly. M�SCE�LANEDUS NOTES f. The Canfractor is solely responsibte for oN sofety regulations, programs and precou(ians relafed to ol! work on this project. 2. The Confractor r's solety responsibte for the protecfion of persons and property either on ar adjacent to fhe project and shali protect if agoinst injury, damoqe, or loss. 3. Meons and mefhods of constructian and erect+on of strucfura! materials are sotely Ehe Canfractor's respansibility. 4. The strucfure is designed to function �os a unit upon comple#ion of construcfion of the project ond then, only to support fhe design toads ind;cated. The cantracfor is respons+bla for means, mathods ond sequence of construction and the odequacy oi the structure to su�port loads occurring duting canstruction of fhe projecf. Furnish at! temporary brocrng, shoring, and/or supporf as may be required. 5. Where supported stabs are to be used far staging or femporary s#orage area the confractor shall verr`fy fhat unit toads do not exceed the design loads for the supporting slobsf &. No openings, nor ony change in srze, dimension or location shalt be made in any strucfural elemenf wrthou# wrrften approvat of the Sfructura! Engineer. 7. Where dr"rr�ens+ons or weights of M.E.P. equipmenf ar systems are varr"able from marrufocfurer to monufacfurer, verify dimensions and weights shown on drawings with selected manufacturer prior fo ordering moterials. Notify Structu�al Engrneer of discrepancies. 8. Do not place equipment when shipping or operating weight axceeds weight ir�dicated on structural drowings. 9. Openings 1'- 4' or tess on a side are generally not showr� on the sfrucfuraf drowings. Refer to drawings of other consultants for such openings. 10.Openings fhrough floors ondfor roofs for possoge af ufr'tities are not located nor drmensianed on struciural d�awr'ngs. Confractar shaN obFain and coordinafe such locations and dimensions with the contractor requ;ring the opening. 11. Show ait openings thraugh struciurat members on shop drawings and submif far review. Open;ngs nat shown on structurat drowings are subjecf ta acceptance and shall be specifically indr'cQted for review and aceepfance. 92. Verify elevafor pit dirrrensions, locations, toadings, ond de#ails with the elevatorfescalator suppher prior ta the fabricotion ond/or insfattotron of any materiot. t3. Fireproafing of sfrucfurat elements is not shown on fhe strucfura! drawings. Re{er fo the specificofians and orch;tecfural drawings for fire ratfng requiremenfs. 14. Do not scale these drawings, use the dimensions shown. 15. See specificotions far festing and inspectinns by Indepe»dent Tesfing Agancy emptoyed by the owner. 16. No sfrucfural madificotrons, aiterations, or repairs shol! be made wrfhout prior review by Struefural Enqineer. Subm;t deto+ls and coiculations prepared by a prafessional engineer �egrstered in stafe where projecf r's lacated and emplayed by contractor DEFERREQ SUBMITTALS 1, Submif shop drawin�s along wifh calculations noted to be srqned by a registered Co(orado Engineer when requrre by specification. These deferred submittats (shop drawings) shall first be mi h r' sub ffed fo t e p oaecf archifect and/or engin�er of record �or revrew and coordination. Foliowing fhe comptetron of #he revr'ew and coordination by the ArchifectfEngineer of record; a submitta! moy then be made by the Confrocfor to ths local Butlding Departmenf for review ond approvol, wh�ch shalf include a leffer sfnting fhis revi�w and coordi»otion has been performed and completed ond pions and caicufations for the deferred items are found tv he acceptabte (e.g., wifh regord fo geomekry, load conditions, etc.) wrth na exceptions. 2. The tist of items for deferred submittals includes fhe following items: a, Pre-Engineered meto! bui(dings b. Prefabrr'coted sfair unr'ts and their eonnections. c. Pre-manufocfurad handfstair� railings and their connections, d. Efevator and conneciians fo the structure e. Connecfian detaiting f. Exterior tr'ght gauge curtain walls & conr�ections to fhe s#ructure. g. Loterat suppor#, anchorage calcula£ions and structurai defails for the mechanrca! unifs employed for this project. Structural Sp�cial Inspectiort, Tes�inc� and Strue�ural �Jbserv�tion Pro�ran� PART �NE - GENERAL 1.01 The Design Arofessiono� of fi'ecard (DPR) shaJl submi# an inspectron program to the Bu;lding Officia! for �pprpva! prio� to r'ssuance af the bvilding parmit. The program shoil identi{y the port+an of fhe work fhat requires Specia! lnspection%5tructural Observa#ron ond describe the duties of the Speciai Inspecfar and the Structurat Observer. 1.02 The Owner ar its des+gnee shaH employ the Specia( tnspector or inspection Agency to perform inspectians specified in this secfion. 9.03 The Owner or its designee shait employ the maferia! testing labaratory to perform tests specified in this sectian, 9.t?4 Acc�editation to ASTM E-329-2Q00, (or tater version) standard specifications for agencies engoged in the inspecfion and the testing of maferials used in construction is required. 1.05 The dwner or its d�signee sha!! employ the Design Praf�essianal Responsible for the Structural Design ar anofher Er�gineer or Architect designoted by the DPR to periarm Structura' Observatian. 1.06 Special Inspeetor: A, Qualifications: The Speciol lnspecfor sha!( be an independent, qualif;ed person ar agency who shalt dernonstrate competence fo tite satisfacfion of the building officioi, for inspection of fhe particutar fype af construcfion or aperafr'nns requiring specia! inspecfion. 1. The Special lnspectar moy assign qualifisd fu(1--t+me employees to the pro1ect as authorized representatives, however tl�ose persans shall t�e qualr'fied for speciai inspecfion by training and experience, shall be occepfabJe ta tocal building af(icials, or+d shall exhibit krtow(edge in the maferiat systems used in the project. �. ResponsibiJities: The Speciaf lnspectar, or duly aufhorr"zed representat;ves, shot( be responsrble for a thorough understanding of the eontract d�cuments, includ�ng all arnendments fhereto, knowledge af appropriafe portions of governing building codes, and the @xercise of common sense and goad eng+n�ering judgmenf. 1. The 5peciol lnspecfor, or his dufy autharized representative, shaN be responsible for fimefy pnd tharough inspectran oi oli strucfurc�i camponenfs as required by this ;nspection report. C. Limitafior�s: The duties and responsib;tifies of the Speciai lnspectar or duly authorized repres�n#ative are limited to inspection and reporting on construct;on or inspected campanents onty, Reporis ore limited td acknowledgement that inspected companents have been cons#rucfed in substantia! conformance with requr`rements e�i confrpct c�ocuments ar, if not in conformonce, the location and d�scripf+on of deviatians. 1. The Speciaf Inspector is lirnited ta providing inspection seruices for atl ifems included in fhis lnspect;on Pton. Special Jnspecfion does naf include inspecfion, reparting, or responsrbility for safety provis+ans required by QSHA ar ofher locat spfefy requ;rements. 2. The presence af the S�e�i�l /nspector daes not alter or r�lieve fhe Goniractar tram his controcfuat or statutory ob(igafron to compty wifh oN requrremenis of fhe official confrcrcf dacumenfs and locaJ b�ilding and safety cades. Deviafions and unaufhorr`zed changes from �he afficia! cantrcrct docurrrenfs remain fhe sale responsr"bitify of the Contractor. D. Re,ports: Reports shaN be ir� a legible wrrtten form arrd shali 8e campleted af the end of the ;nspecfian or the periad covered. Reports shaJ1 be rnainiained at att fimes an the jobsi�e r'n fhe form of a chronotogical log. The fot�owing reports are eonsidered as minimai: 1. Report of each ins,oec#ion, inctuding da�ly reporf an construcfion activities, 2. Specra! Records, including, but not l;rnited to, rnill tests, cdncrete tes# reparts, datss af concrete placement and farm str;pping, shoring ar�d reshoring dates, and a record of al! quatity assurance testing required by the project specifica#r`ons. 3. Report on each as-built devr'ation ar change frvm the requirements of fhe contract dacuments and/or appraved shap drawings, r'nclud;ng a reporf on corrective wark required or performed, 4. Photo�raphs as required for informat+an and clorificatian. 5. ReAorts are irrterrded to notify the Own�r, �uilding Official, Confractor, ond Archifect/Engineer of R�cord of fhe foilawing events or circurnstnnces: a. tnspecfed work that eonforms to requiremenfs of c�nfract dacumenfs. b, Work, which is not being performed according fo confracf d�cumenfs, c. Use af materials, equipment ar workrnanship which daes n�t conForm to requirements of Gonf�act dacuments or which may result in irrrproper c�nd untrcceptable wark, d. Work perf�rmed on� comple#ed withflut inspeetion, which is na# eapable of being r'nspected or tesfed. 6. Final !?eport signed by the Specic�l frrspect�r attesting as {otlows; a. Ta tne best of my knowledge and beli�f all wark inspected accordirtg to fhis speciol inspection plan complies with the requir�ments af the canfroct dacumenfs. b. F'int�/ project report shat! be prepared, signed by the Specral tnspecfor and shall be submitted to #he 8uildr'ng CJfficiat priar fo the issuance Qf a cerfificate of accupnncy. T,t?7 Owner Responsibitities: Owner wi�t be responsible far furnishing afl necessory construction documents and reeords to fhe Specia( Inspector or his duly pufhariz�d representotive. Sueh documents and records sha!! inctude, �u# not be tirnited to canerete design mixes, matericaf test reparts, approved sttnp drawirrgs, rniN records, etc, i.08 Definitrons A� Continuous Inspect;on; lnspectian by fhe Special lnspecfar confinuousty abs�rvr'ng alf wark requiring speciat inspectian, B. Perrodre Special Inspectivn; (r�termiftent inspection perfprmed as aut{ined in the project ptans and specifications, and opproved by the build+ng officiat, �ART TWO - INSPECTIC�N REC?UIREMEIVTS 2.01 Typicaf Spec;al Inspection and Testing A. Specia! Inspector shall inspect the fallaw,'ng; 1. Subgrade preparatr'on operations. 2, F;nal subgrades belpw foatings and slab on grade. B. SpeciaJ Inspeefian and testing is requir�d and is included in "Qualifp Assurance" in the fatlawirzg s#ructural speclficatr'ons. ]. Casf +n pl�ace concre#e - Division 3 2. Shotcrete - Division 3 3. Structurp! precast canerete - Divisian 3 4. Sfructurol stee/ - Divisr'on 5 5. Steel Roa� Qeck - Divrsron S 6. Cold formed rnefa! framing - Divisiorr 5 7. Composite mefal deck - t}ivision 5 • � � � � i°�• ��°it�� r � � RESt?RT DESIGI"�T A�SOCIATES " � KLBcA I�c. ]> v Structurai Cngineers & Builders 44t2 W. Eisenhower Biva �oveland, Colarado �0537 h: 7 67- 4 �'AX: 1 667-2493 �(� o} s z 2� (s a} Golden, CO Loveland. CCf FaCmouth, PAA ARCNITECT��P,E, PLAN�!li�G, INTE�IOR DESlGN :�ar� Francisco affice 625 Market Street, 14th Floor San Francisco, GA 9�-1 Q5 i�l: 415.392.4433 Fax: 4i 5.392.4454 Loui�ville Office 357 �1cCaslin �lvd. Suite 2C}f� Lauisvill�, CQ 8C�027 i�;l; 3C}3.�-49.4a33 F'ax: 303.926.5233 f',�on C�Ffice 34 W. �enchmar�;� Suite �za Avon, CO 8162C} T�1: 970.949.0899 Fnx: 970.949.0933 in faQResc�rtDesign,com www.F2esortDesign.cam � ! # , Revisians: . 1-16-C7 % �09a GI� 2-2C7-Gi� 6O°/a �D �-21-C,1�7 GI<_�°o Gi� 4-Ic��t�i P�RMIi` 5�i �-4h-C7i P�RMIT �`a�T - �z��usr�irr,�� f��*'��� i � i " w �, � , .�� �� ". ; ., � "° ��' a . ,� i . � � ���� �».� , � Drawing Titie; ��I ����� I ����� �. - � -I ' I�� � � �N � �I � � THE5E ORAWlNGS ARE TO B�" USCD 1N CONJUNCTtON WITH THE ARCNI7ECTUt?AL DRAWINGS ON THE PROJECi TO CLEARLY DEFtNE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTl�N. WHEt?E CONFLICTS OCCUR, C�NTACT ARCNITECT FOR ClIaR1FlCATtON. �.i • • � I 1 _ -� � Sheet: h f'!1 1�! SCALE : 1 f 16" = 1'-0" i 7441oadkey 5 roof THE SiRUCTURAL ENGINEERS SEAI QN TNIS DRAWING INQiGATES iHAT iHE INFdRMATipN 5N4WN AND 7HE CAICUtA?IQNS PERTNNING TO THAT INFORlAATtQN NAVE BEEN PREPAREP Bi( QUALIFIED PEOPLE UNOER THE DIRECTIpN QF iHE ENGINEER-OF-RECORQ. TNE SEAL OOES NOi IMPLY RESP4NSIBIIiTt Fl�? INFORIMTION PREPARE4 BY 4THERS NOR FOR ANY INfORMATICNJ NOT SHOWN 4N THIS DRAWING AND SUCH RESPt}N5161LItY IS SPECffICALLY O�CIAfMEf?. � � � � � SCALE : 1/�6" = 1'-0" Copyright �.2046 K�C4Cf3, 1f'IG. 17441aodkey 4 � A � $GALF : 1 f�6�� = 1�—O+� 17P41oodkey 3 sca�� : �/ts" = t'-�" � � � 17141oodkey 2 i � ���+�i�� �� �� ��� SCA�E : 1 f 16" = 1'-0" t»�ro4dxey r L�AD STRUCTURE SUPERIMPOSED LOADS �lVE PATTERN SELF-WEIGHT DEAD LOAD �.lVE LOAD L{�AD DESCR1PilON OF LOAD NOTES AREA (DECK) psf psi psf REDlICTtON � � 72 15 40 Y TYPtCAL RES{DENTIAL ���� 72 15 100 Y PUBUC � ��_� 4:�, � ��,T� �!�' 77 200 100 N EXTERlOR CDNCRETE �' OF CONC. w/PAVERS �l v_.. ,_�� 77 620 1Q0 N EXTERlOR DIRT 4' OF DtRT + 1' CONG. �----- . . 5 I-__--�- � 77 350 100 N EXTERI4R POOL 3' POOt + 9' CONC. �} �`���-�? rz so �oa �v eA�carvt�s s" coNC. roP��nrc � � i�__ 72 290 �(JO N BALCONY wfH�T TUB 6" COlVG. T{7PPING w/HOT T118 � ;� �� 11 14 80 N RQQF >- 4:12 �} � ����� _.:�� � � �4 ioo ,v �oo� < �:1z ,o r������� t� r� �d =�5o N u��F� �ooF w/srvow a�iFr se� s��ow �� �, h��� �� ; 11 14 Pd = P15 �1 LOWER ROOF WfSNDW DRIFT �'EE BELOW �2 �'�,._.':��:�':`:�''_._::�a 72 174 150 N RdOF MEGNANICAL AREA �� �.����� 72 52 100 N ROOF — COMPOSITE` 3" CQNC. TQPPING Pd = 950 PSF P = 80 PSf 15' DRfFTING DN H1GH RQOF Pd =115 PSF � � 1(Ja PSF ,� 1 °' --- � DR1Fl7NG ON LOW ROf�F * DRIFTING SNOW Ll1AD DIAGRAM SCALE : N.T.S. � ,� � � )714Laadkey tegend THESE DRAWlNGS ARE TD BE USED tN CONJUNGT1t�N WiT�t TNE ARCNlTECTURAL DRAWINGS QN tHE Pf?C7JECT TC1 CLEARLY DEFINE ALL 0�' THE REQtJ1REMENrS �'OR TNE CONSTRUCTlt�N. YYNERE. CUNFLICTS OCCUR, CCINTACi' ARCHITECT FaR CtARlFICATION. TRI�.JII�IP� DEVELC�PNIENT � a� � ASSi3�IATES : KLr�A Inc� Structural Fngineers & Buildet�s 4412 W. Eisenhower Blvd Lovelantl, Calorado 8�537 Ph: (970} 667-242F� FAX: (970} 667-2493 Golden, C(} �oveland, GQ F4(mouth, t��A fiF?CNITECTUR�, PL.Af��IIN�, i�lTERIQR DESIGN �an Frarcisco Office 625 Cvlarket Sire�t, 1 �th Floc�r Sc�n Francisca, CA ��-� a� �-��: a���.��2.a-�-.�.� Fax: 4i 5.392.4454 �.c�uisvill� Office 357 McCaslin B1vd. Suihs 200 Lauisvili�> C4 8Cifl27 Tel: 303.4�9, 4433 �ax: 303.926.5233 Avor� 0#fice 30 �N. Benchmark Suite 22t� AvQn, CO 81620 Tel: 970,94�J.0899 Fax: 370.949. C7933 infoGR�sartC7esign.eom www.ResartD�sign.coen � �a �� 0 � CG s- O � � C� � � h d �j f`� � Revisions: I-1G^-C)i �ap1''o �I� �-��-��' �o� GD �-21-C��7 �"C.�! �C� �?_lC7�G>"f PE}�,MIT ��i" 6-c�f�-Oi F'ER,MIT ��T � FZ��U BM i TT,rti� i�"`= i s� ► �, u � : tt�"` �` �`.�'� : � � ����� � . � #» ���� '� '� Z.���a � ���, n .����� ��`510 fi� ��- �`', Drawing Title: ����1������ �������� Date: 1�C�V. C��, �C��� Project No: ii°71� f�rawn by: ��� Checked by: JCrF� Sheet: � t SEE ARCH. DWGS �FOR f & WA�L LDCATIONS � DOWELS: MATGH VERT. BARS. FURNtSHED AN� 1NSTALLED BY CONC, co�rr�acro�. ` v� �b— � v� X� x°__._'ax e� Xp xz -� X��- �-�-- x' o a�. � -------� � �, v 8 w �i'��at�f�� ��,-.a�_ V �'o i} ��bpn.1°� � 2-�5 CONT. --� ,�--,� 2f OR T$" M1N. ,A" LAPS USE GREATER CENTER BELOW WALL ► T�PICAL GaNTI�1U�US THIC�ENEI� r S Q G AT CM�T �ALLS ______ SCAtE, ff2„ = 1 r°Or, C01°04 �4 CDNTlNUl7US WWF t/APOR BARRIER SEE PLt1N — & SPEC'S a � � w a`�. � �' 4U-'., �v c,� G�— � �. 4 ----�-�,` � — ' U ° k a--x----x � i .%6n ci `'�,.'�c� d r � 1' �5 CONT. T & B — 1 `-��, �4C� 16'�� �>y�» ,--- �4 � l2" HQRfZ WNEN srEP �xc���s 1�" w� � �., o�rror�Ai cc�n�sT �varvr---� STEP MORE TNAtV 8" TQ 24" MAX TYP �TEP� AT SLAB�—�N—GRADE 7HE SiRUGTURAI. ENGWEERS SEAL ON TH{S OftAWING 1NDICATES � THAT Tki€ INfORMATION SHQWN AND iHE CALGULATtONS PERTNNiNG TO iHAT iNFORk1ATI0N HAVE BEEN PREPARED �f QllAIIfIED PEOPLE UNDER THE DIRECTIQN OF THE ENGINEER-OF-RECORD. iNE SEAL DOE& NOT IAiPIY RESPt?NSIBILITY FOR INfORIrfA110N PREPAC2ED 6Y �Oj�xr��h� �C 2�%�i� OTHERS NOR FOR ANY INFORMATIQM NOT SHOWN ON THIS DRAWING ANQ SUCH RESP�NSIBILfiY IS SPECIFICALLY OISCWMED, i(��c�`C1�, IlIC. SCALE: 1 f2" = 1 `-0„ : ,� z � °�... CD9-03 COL � �awcur o� roaLEQ ca�vr�oc /����r�r, caucx �EU aRC�r, NOTE: , ,;. , � SAWCUT CONTROL Ji}tNT W1THtN 8 ' NOURS OF PLA�E�fENT OR USE TOOLED JOINT DtIRfNG FlNlSH1NG (CONTRAC70R'S OPTION) MAX SPAN = �5'-p„ lYPICAL SOG CUNI�RQL JUINT METAL FJRMED JOlNT z �,�r / r" �3 x 3,_0" (� 18" O,C. ar vr rr rr� ni Lni.i i.,��v� v� Ct?NSTRUCTtON JOlNT TYPI�AL SOG CONSTRUCTION J01NT TY�FIGAL SQ� J�INTING SCALE : 3/4 " = 1'-0" ca�-a� SCALE 8" lYP � NOTE: 1. LOCATtON OF CONSi JOINTS 1N WALLS: SUPPDRTE� ON CQNTINUOUS FODTINGS AT CONl`RACTOR (?P�tON. 2 L4CAi"E Ctit�ST JOlhITS lN WALLS ACTlNG AS GRADE BEAMS AT PQlN7 OF MINlMUM SNEAR, GNERALLY AT M10DLE 1'HIRD OF SPANS. TYP WAI,L C�NSTRU�TI4N Jt�INT scA�E , j�2" _ 1_ p eo�-o4 R/ AP f}R Al ! FIRST P�t tR . rt n cc R TYP . R1GHT AN�LE CORNERS STANDE CLASS 8 TYP. � � OBTUSE ANG�E CORNERS NOTE: 1. DOWELS AND CORNER BARS MATCN NORIZON7AL REtN�" EXCEPT t/SE {�5 D4WELS & CORNER BARS FOR NORtZONTAL BARS �6 AND LARGER. . � . • � , , �. . se,��� : t/2°_�,_��, SCALE 12" TYP. si'ANDA� r.�c+z.�•ir�,� R1GNT ANGLE CQRNERS S7AN! i • � � CO2-02 o�TUS� arv��� co�n�E�s nrore: 1. DOWEL5 AND CORNER BARS MATGH HORtZONTAL REINF EXCEPT USE #5 DOWELS 8c CORNER BARS FOR NORIZONTAL BARS #6 ANfl LARGER. __. _ _� I � � r � � • � � � � � � � � � i � � SCA�E : 3/4" = 1'-0" � � CO2-01 �� � � � � s� `i' � !� cc� ev d ,,G:-_ i� � � � i o , � �a �Q � � � ; e. � 5 ia � � �_. � Ht. ' � ___- FTG ' -, r, � - �___ _ L = 3D MAX. ---i I '___ MAX. SPAN ' _ � �� , TYP RF1N� � �-- ' j �- SEE PIAN � i i� -� I; PARALtEL � , t -- � DE€'P WALC � �--� � _ - ,___ o �� i ,._____, , ,r___, , , ,. __, ! �-s �___ �, � -.m � 3 --- i � � t --- � 1 r � , ; G -- � ` � � � LOW f7G. - �-- � '-� �_:_._... _, r ,-� -, ; - A. STEPPED FODTING AT PARALLEL DE�P WALL 6x6-Wi,4xW1.4 WWF PROVIDE ACCESSQRIES TO SUPPOR7 REINFORCEMENT UAPOR RE7ARDER SEE GENERAL NOTES FREE DRAINAGE BASE DRAtNAGE BASE DEPTH PRQOF-ROLLED t�ATIVE MATERIAI PER SDILS REP�Ri TY�PICAL �LAB al� GRADE {S�►�} __�____� _.__.__._ .. __��_----,_.� _. _�.�__ � ._ �_ ...__.v __ .__ SCAtE : 3/4 „ = i,_�„ CQ1-Q1 � SEE DETAILS 3'-p» MtN LAP SPLICE TOP AND BQT REINF ,> U u v � G� � �-- (2) f/5 TOP & �OT W/ #4 C� 12" NK EA END � � •, � �� , % a w , ,_a" ������ �POCKET i2) �� . vr. �a�s �xrFrv� �.�'r'� ��RU e�i�z�r�c PacxEr r � � �� � q � � il � � o � �� � ,-•-- �' SEE �E�AILS 3,_ �„ ' lAP SPl10E AND BOT REtNF ,� rirwrn� � cr ° � � �> y Q � (2) �5 TOP & BOT Wf #4 � 12" NK EA E`NtJ -----�-��--�_--�-�- D � � D r, 1'--D" BEARING �POCKET �-,--� � � � �. � xr, ,� � � �E I.t-i i- i-�, � FlG �= 30 MAX. =�1 � r , ; I { t -,TM �uAx. s��,� TYP RE1NF � � � � � � � I-� PERPENDICULttR " SEE P�,4N �----I ��- DEEP WALL OR .. I a I ____.r � ' � === I s C€3RNER E, -_I ts � _�= I � � � � � " � My { --�"`' �� '-a� l � LOW �l"�. ' i-- � � ' �'�" �' �{{l==-s,�-- B. SiEPPED �OQTING AT PERPENDICULAR DEEP WA�L. ,_, t t � FQUNDATIUN WAL� � I �'`�� � � ��'` 4'-0" MIN. 1 �� � �� ��� � � � � ��� ��,� 1 � � `�-,� ___�_ """' (.._._. ._.� - , , .� �� � � _ = �._ ��.t.._ . � _ �� �� f DOWELS-SEE PLA�1S � I I��Hi �� �lA� '`i ��+, r � � AND DETAILS �r� �u ' � I==111��-! i l =� 't p_�w �,�il--i��—ill- e� . FTG REINF. - SEE (_ �- � �— � i�-==1. i � I(� �_) .. PLANS AND DETAfLS CONST, JOINT- "`���=I I i =? I I^ �' , . OPi10NAL Z �_3 n "�-!.1-- � I � ,.��. �. � � � ,�,----+ _,_, ,_____, {} °--�l�� "•`�--T_.�-. .....___ � ,Yt I ��� � ! C. AL iERNATE STEPPEI� FTG .�'�� ---TY�P. _ F�OTING - -�TEF DETAIL� __ SCALE : NTS _ _ _ __ -- ------ -- NOTE: 7YPIGA� pETAILS ON THIS SHEET ARE NOT NECESSARlLY CUT ON PLAN. !T IS TNE C�NTRACTOR'S RESPONSIB1L17Y TO APPLY THE DETAIL5 AS REQUIRED. ' �2� �`� vr. e,�as �x�erva n��u ��a��n�c �acK�r « THESE DRAWINGS ARE TO �E USED �N CONJUNCTION W17N TNE ARCHITECrL1RAL f}RAWINGS ON TNE PROJE�T Tf� CLEARLY (�£FtNE ALC 4F TNE R�QUIRE�MEN1 S F�t�R 7'H�` CUNSTRUCTlON. WNERE CQNFLICiS CICCUR, CON7ACi ARCNtTE'Ci �"OR �c��a�icarioN. TRIT.JII�IP� DEVEL4PMENT � ItESC3RT DESIGN � ASSOGIATES ' s � I�LB�A �nc. Structural �ngine�rs & Buil�lers 4412 W. Eisenho°rrer Blvd l.ovelanc�, Galort�do $0537 Ph: {s�o} �s�-��ze F�: (s7o) ss7-z4s� Gaiden, CO Loveltind, CO �aimouth, MA ARCNiT�CTURE, Pk�ANNIf�lG, INTEF�IOR DESIG�1 Sc�n Franciscc� �� Office 625 Mc�rket SireeE, 14th �ioa� �an Francisco, CA 94•1 Q5 Tei: �F15.392.4433 Fax; �15.392.4454 Lauisville Office 357 McCaslin Blvd. Suite 20C? Loui�vilie, CO 8002% �el: 3a3.449.�433 �ax: 303.926.5233 Avon Office 3Q W. Benchmork Suite 220 Avor., C� 81(�20 Tel: 970.949.t7899 ��,�: ��o.aa-�.o�,�� ir� fo@ResortC?esign.com www.Resortassign.eom � -� a � z� o� � s-- O � � �� > .. � � � � � Revisians: I-E6-t�i �ORb Gii ''-�C7-�"7 �C)% Cdt� a-21-C7� �C7°lo �!� �.-��-�� �����,- ��� �—U6—C)i PERh�fll' �aEi — RE�UBMiTTt�L �f �* �� s�,�i '� ° ! i N� �i� ' .�;;, ,. `� � , �,� �� r 1 � �► • ' � � � � �r • � � ♦ � ♦ ' +U► •a► � I I. ! I, �.�.._.,.�_,� f.,_..�.�....._.... �-I -. � uuA �, '_"""""".�._.....` . �YP BEAM SHEAR SP��CE - DDUB�� A���E �ONIVECT101V l� "� A325-N BQ�iS E70XX ELE�TRODES Fy = 36 ksi ANGLES Fy = 50 ksr' BEAMS CONNECTI�N TO BEAM: WELDED CONNECiIQN TO BEAM: 80� TED 2 3/4 " MAX, 3 3f 4"' MAX. L4x3 j2x3f� 1/2" L5x3 �Zx%g 1/2" � � k` �._���` � _ - � --, :I� I » ! � � � ti� � f 3 � f2 -� �. y ^ � �}" : � � � `l. r � {� ,{, �� � � � �h � � ��- � � �� � �- �- ' � -� �- i � �- -�- �- � � . .� � SUPPl1RTF0 MEMBER SUPPORTED MEMBER SUPPORTJNG MEMBER SUPPDRTING MEMBEi7 i/4 SUPPORTED MEMBER NUMBER OF SUPPDRTED MEMBER NUMBER OF DEFTt! R4WS OF 80LTS CAPACIZ}` k DEPTH ROWS OF BOLTS CAPACITY (K) W8 2 25 (35) Nor� � W8 2 25 (37) �aTE 5 W 1 D 2 27 (35) ��T� 5 W� 0 2 32 (37) ^'�rF 5 W 92 3 4?(47) N�T� 5 W 12 3 46 {54) NotE 5 W14 3 47 W?4 3 59 W16 4 66 Wt6 4 75 W18 5 94 W18 5 9Q1 W2l 6 J28 W21 6 t38 W24 ? 163 W24 7 17t� W27 8 211 W27 8 194 W30 Q 23T W30 9 219 w3.� 10 2ss w3.� 1 a 2¢3 W36 t1 323 W36 1� 267 NOTES: 1. CONNECTtC}N CAPACI7Y MUSi MEET t1R EXCEED �ESJGN REACTtON SNOWN ON PLAN. OTHERW(SE USE ALTERNATE C�NNECTION. 2. PROVtDE FULL OEP7H ANGLES AT ALL CDNNECTIONS UNLESS NOTED OTNERWISE. 3. ALL HOLES ARE STAN�ARQ NaLES. 4. TNE NUMBER UF 8�3LTS !S TNE MAXIMUM Nt1M8ER TNAT CAN BE Pt1T WtrHiN THE DEPTl� OF THE BEAM BASED ON TYPtCAL 80LT SPAGlNG, COPE, AND EQGE DISTANCES. 5. NUMBERS I N() ARE �(?R BEAM StZES EQUAL TO OR GREATER THAN W8X 15, W fi QX 9 7 QR W 9 2X l 9 6. CAPAC1TtES ARE BASED �N AISC 13TN E'D, AtLOWABLE STRESS DESIGN. __ _�- -� � - � � i � M i1 : � 1 1 , , lYP SHEA� TAB CONC�E�TIONS BE�1M TQ f--�SS/P1PE CDL. OR WIDE F�,��I�� �IRDEI� E7dXX ELE�'TROn�S �g "� A325N B{�LTS Fy=.�Fksi TABS Fy=50ksi BEAMS &' �IRDERS Fy=46ksi HSS Fy = 35ksi P1PE � eoc. � s�aM. 3J8 � � 3f8° � ` t " MAX. 1 " MAX. �g„ � A325-N r-_'�--I ___ N f�" � A325-N �, SOLTS, TYP. , �� I � �� BOLTS, TYP. , �� G C � � � , .r � � � �x ROWS � � � � ; � � ���„ rrP. �f ¢ j � n�. 1�� � � j �A �� �.-- �----�� NSS%P1PE COCUMN, �4„ MIN. WALL ?'NICKNESS, SEE C(?LlJMN SCHEDULE SHEAR TAB TC� HSS,/PIPE COLUMN QEPTH OF ROWS OF LEN�TN OF TAB � SUPP4RTED MEMBER 80LTS (in) A<� 3 i 2 'q" _�° StNGLE GDPE DDUBLE Ct�PE w8 2 6 r 1( t 6) s(7) 8 W�Q 2 6 f3 (16) 10 (13) 8 w�2 3 s �� (.�2) r� (z2� r� W14 4 12 31 29 16 Wf6 4 TZ 48 27 29 W18 5 15 �7 43 43 W2 9 B T 8 80 �63 57 W24 7 21 93 74 73 W27 8 24 1Q5 85 89 NQTES: t. CONNECTt4N CAPACITY MUST MEET DR EKCEED REACTION SHOWN ON PIAN. OTHERWISE CDNiACT STRl1CTt1RAL ENGINEER FUR ALTERNATE CONNECTlON. 2. TNE NUMBER QF BC?LTS IS TNE MAXfMUM NUMBER 7HAT CAN 8E PUT W1THlN TNE DEPTN OF TNE BEAM BASED t?N 7YPfCAL 80�7 SPACING AND EDGE 01SFAN�ES. 3. CAPAC1TiES SNOWN ARE BASED C}N THE ASSUMPTION �F FLEXI6LE St1PPDRT YALlJES ARE CONSERUATIVE FDR RlGID SUPPQRTS. 4. tvl,4XAX. COPE DEPTH =? f2" EXCEPT W$ MAX. CUPE DEPTH = 1; MAX Ct}PE LENGTH = 4" FOR MEMBERS UP TO l6" !N DEPTN, MAX COP� LENGTN = lU FOR MEMBFRS ?8" fN DEPTN OR GREAtER. FOR LAR�ER COPES SPE�lAL DESIGN !S REQUtRED. 5. NUMBERS tN () ARE fOR BEAM S/ZES W$x 15, W 9 Dx ? 7, W 92x 19 AND NEAVIER. 6. CAPACITfES ARE BASED ON A/SC ?3EC?, AtLOWABLE STRESS �ESIGN. 7HE STRUCTURAL ENGtNEER5 SEAI QN THIS 6RAWING INO�CATES TNAt THE INF4RMATION 5HOWN AND THE GALCUWTI4NS PERTNNING TO THAT INF9RlAATION NAVE BEEN PREPARED BY QUALIFIEQ PEOP[E UNDER TNE DIRECTtON pF THE ENGINEER-QF-RECORD. THE SEAL DOES NOF ilAPLY RESPaNSIBIUTY FOR MFORtAATiON PREPARED BY OttiERS Nt1R FQR AN`f INFQRMATICNV NOT SHOWN ON TNIS ORAWING AND SUCN RESP4NSIBILItY IS SPECIfiCAL�Y QiSCLAIMEO. Capyright � KL&A, lnc. SCALE : NTS : R{iWS i�� �f ¢ �YP, 1/4 STEEL WF GfRDER �V' \ W � A�G. END I RfQ'D PER 45' < 4� < END 1 REQ �D PER 0 i i � � � ��y Tm G i � -� � ? � i �' 1 ``' J t ,�/4,� 1YP. 'a" SHEAR TA8 TO WF GIRDER NOTE: SEE AWS D 1. ? FOR nn�ni'i �nrcn nn� cvriarcn , �, , ���.�� +,��r10VE0 FOR CLARITY SKEWED SNEAR TAB DE1�A1� ' '' ii 1 � TYP DOUB�E A1�G�E SHEAR CDN�IE�TIO�1S fg "� A325-N BOLTS E7QXX ELECTRODES Fy = 36 ksi ANGLES Fy = 5a �S� BEAMS & GlRDERS CONNECTION TO S(JPPORTED MEMBER: WELDED CONNECTION TO SUPPORTED MEMBEf�: BOLTED CONNECTION TO SUPPORTtNG MEMBER: BOLTED CONNECi�ION TD SUPPQRTING MEMBER: BOLTED Z 3/4"� 2 1/4" 3 3/�r c� SUPPQRiED MEMBER � 2 P MAX m SUPPORTED MFMBER GAP = � � ^-� 1/2" MAX � \ � �- � `; i � � 1 ; ROWS � � ` � i 'c ; ROWS ,' � � � .�. _ '�; j� � � , , -�._� �. -� �; ti t � 3 9/2" � �' � � �} � �,, � � �._ � � � i Y; ";- -�- -�- � �� `,; `_s -�- -- � ; � � � -�- ;� -- , k ` ( ' }k ; --°--�--.._� - --;. STANDARD NDLES JL4x3 f2x3/g" SUPPORTED MEMBER SUPPQRTED MEMBER SUPPOR�JNG MEMBER SUPPC}RTlNG MFMBER SNORT SZDTTED NOLES � 3 SNORT SLO17EE7 NOLES ��`� JL5x3/�x/g (�TANDARD NOLES � �EAM) QEPTH OF ROWS OF BOLTS CAPACIiI' (k} CAPACITY k DEPTN OF ROWS OF BOLTS CAPACITY (k� CAPl�ClTY� SUPPDRTED MEMBER /N SUPPORTEL7 MEMBER (SINGLE COPE) (DQt18LE COPE) SUPPDRTED MEMBElZ !N SUPPORTED MEMBER (StNGCE COPE) (DOUBZE COPE) W8 2 13 (20) Nor� � �� ��� NorE � WS 2 13 (20) ^`orE � �� p�� Nar� x w�a 2 2�(Za} Nor� � r o(� �) �oTE T wro z 2�(2�) N�r€ � � o(� 3} Nvr� � W 12 3 � 33 (42) �Qr� � 18 (22) NOTE 7 W 12 3 30 (36) �ore � 18 (22) �oTE � W14 3 4& 30 , Wi4 3 35 30 W96 4 65 45 W96 4 4$ 44 W18 5 92 72 W18 5 67 58 W21 6 920 73 WZi 6 92 73 W24 7 l65 ]91 W24 � T 120 108 W27 8 190 173 W27 8 160 145 w.�a � 2�� 2�� w3Q � �ao ��s W33 90 239 239 W33 10 236 22Q W36 11 263 263 W36 11 263 260 NOTES: 9. CQNNECTI4N CAPACITY MUST MEET OR EXCEED REACT10A1 SHOWN ON PtAN. OTNERWCSE CONTACT STRlICTUAL ENGINEFR FOR ALTERNATE CONNECTtON. 2. PROVIDE FULL QEPTH ANGLES AT ALL CONNECTIONS UNLESS NOTED OTNERWlSE. 3. TNE NtJMBER OF BOLTS !S THE MAXIMUM NtlMBER THAT CAN SE PUT WtTH/N THE DEPTH OF TNE 6EAM BA5ED ON TYPICAL SOLT SPACtNG, COPE, AND EDGE DlSTANGES. 4. TASUtATED UALUES BASED ON GIRDER TNAT 1S L(GNTEST SECTtON ONE StZE LAftGER tN DEPTN THAN THE SUPPORTEQ MEMBER. 5. MAK. GOPE DEPTN = 1%Z" EXCEPT W8 MAX. COPE DEPiH = 1'; MAX COPE LENGTN = 4" FOR MEMBERS UP TO 18" IN DEPTH. MAX COPE LENGTH = 7" FOR MEMBERS 21" fN DEPlH OR GREATER, FOR tARGER C4PES SPECfAL DESlGN tS REQUtRED. 6. TA8ULt1TED U�ILUES DO NOT APPLY TO UPTURNED BEAMS. FDR t1PTURNED BEAMS SPECIAt DEStGN lS REQUlREI1. 7. NlIMBERS 1N () ARE FOR BEAM S1ZES EQUAL TO OR GREATER THAN WSX 15, W 9OX 17 OR W 12X i 9 8. CAPACtTIES ARE BASEd ON AISC 13TH ED, ALtOWABLE STRESS DESIGN. ' 11 : � � ' i SCALF : NTS 7 r.+ 1 1 ����L �f���� ! li V ��� �J ���! \ ������ 1'V ( V � » fg � A325-N B�LTS E7dXX E�ECTRODES Fy = 36 ksi ANGLES Fy = 50 ksi BEAMS & GIRC?ERS ANGLE LEG THICKNESS =`�%g ANGLE �EGS BY �QNTRACTOR CONSISTANT W1TH BOLT GA�E CONNECTION TO SUPPOR�ED MEMBER: WECDED CONNECTION TCJ SUPPORTED MEMBER: BDLTED CONNE�iION T(� SUPPORTED MEMBER: BC�LI�ED CQNNECTION T{� SUPPOR7/NG MEM&ER: BOLTFD CONNECTION TO SUPPORTIlVG MEMBER: WELDED CQNNECTION r0 SUPPORTING MEMBER: �aLTED GA = 3 3/8" MAX GA = 3 3%S'" MAX GA = 3 3/$" MAX GA = 3 3f8" MAX » 4'� MAX 3 M1N. GA = 2�„ MAX * GA = 2'�/ " M * �, �,+ GA = 2 3/4" MAX � GA = Z 3/�. ,• MAX * �=-� "a. ^� f �2 fi � � � , ` � , ,�, � �_�....�,,,� , �C �.,' � � 3 � � � �� � � i `; ry� ; �� �' � � �`� � l � �4 - -i-� �i �' � I-. } ' j � F�. ' l�' � I i �''') h, _ �` �`} ,{� � � i � `; , } � � � j ? i �' �� �r� � 1 � � t �} i l � �', � `; I t k � I�VYIV ` � � � �� � � � -- - ' _...._. R�ws `� _ ..._ �aws .��, � i - `, � � �UPPORTEQ MEMBER STAGGER L WNERE SUPPORTED MEMBE'R SUPAORTED MEMBER STAGGER ANGLE CONNECTION OCGURS WHERE tW 0�` j„ ON OPP. SlDE DF j„ STAGGER ANGLE SUPP�RTlNG MEMBER l WEB f WHERE t,� OF ,� „ SUPPORTING MEMBER { f SUPPORI7NG MEMBER STANDARD NQLE5 SUPPORTtNG MEMBER � 3, „ StIPPORTING MEMBER STANL7ARD NO�ES �rv oursranrafnrc ��c MEMBER ROWS t�F CAPAClTY k CAPACtiY k MEMBER ROINS OF CAPAClZY � CAPACIT}'� MEMBER ROWS C1F CAPACITY k GAPACl1Y (k� f DEPTH BQLTS (GA = 2 3/4" MAX*) (GA = 3 3/8" MAX) DEPTH BOLTS (GA = 2 3/4" M,4X*) (GA = 3 3f8" MAX) pEPTH B�LTS (GA = 2 3f4" MAX*) (�A = 3,3/8" MAX) SlNGLE COPE DOUBLE COPE SINGLE COPE DUUBLE COPE SINGCE COPE DOU�LE COPE SINGLE COPE DOUBZE COPE SINGLE COPE DQt1BLE COPE SlNGLE COPE DOUBLE C�PE ws 2 a.� ��zo) 1 � ���o) ws 2 T3 �(r�) �� �(�d} ws 2 T.� �(�a) �� '(�o) W10 2 14 10 (14J 11 ?0 (??) W90 2 14 10 (14) 11 10 (11) W1D 2 i4 1C7 (14� 11 �0 (11� W 92 3 27 18 (22) 23 ? 8(22) W 92 3 27 18 (22) 23 18 (22) W 12 3 27 18 (22� 23 fi8 (Z2) W14 3 27 27 23 23 W14 3 27 27 23 23 W94 3 27 27 23 23 W16 4 42 42 38 38 W16 4 42 42 38 38 W16 4 42 42 38 38 W18 5 58 58 53 53 W98 5 58 58 53 53 W18 5 58 58 53 53 W21 6 72 72 69 69 W2? 6 72 T2 69 69 W21 6 72 72 69 69 W24 7 84 84 84 84 W24 7 84 &4 $4 84 W24 7 84 84 84 84 W27 8 96 96 96 96 W27 8 g6 g6 g6 g6 W27 8 96 96 g6 g6 W30 9 ?08 308 90& 108 W30 9 108 108 1D8 908 W,�D 9 ?(18 108 108 108 W33 1� 120 ?2D i20 92Q W33 1Q 12d 120 120 ?20 W33 90 120 120 120 120 W36 11 132 l32 132 132 W36 11 932 132 932 132 W36 11 932 132 132 732 NOTES: 1. CONNECTID�V CAPACITY MtIST MEET OR EXCEED REACTlON SNOWN ON PLAN. OTNERWISE USE ALTERNATE CONNECTION. 2. PRQVIUE FULl. DEPTN ANGLES AT ALL CE7NNEGTIONS UNLESS NOTED OTNERWISE. 3. TNE NUMBER 0� BOLTS 1S THE MAXIMUM NUhfBER THAT CAN BE PUT WlTH1N THE DEP7N OF THE BEAM BASED ON IYPICAL BOLT SPACING, COPE, AND EDGE OISTANCES. 4. MAX, COPE DEPTH = 1%Z" EXCEPT W8 MAX. COPE DEPTN = 9; MAX COPE LENGTN = 4" FOR MEMBERS UP TO 16" IN DEPTH. MAX COPE LENGTN = 7" FOR MEMBERS l�" tN DEPTH OR GREATER. FOR LARGER C�}FES SPECIA� DESIGN IS REQUIRED. 5. TABULATED UALUES p0 NOT APLLY TO UPTURNED BEAMS. FOR UPTURNED BEAMS SPE�tAL DESIGN 1S REQUIRED. � REQUtRES DlRECTIDNAt INSTALLATlON OF BOLiS 6. CAPAC171ES ARE BASED ON AISC 13TN ED, ALLOWAB�E STRESS DESIGN. 7. V'ALUES !N () ALLPY TO BEAM S(ZES W&x 1�, W 10x? 7, W 1 Zx 19 AND HFAVIER. NOTE: TYPiCAL DETAlIS �N TN1S SHEET ARE NOT NECESSAR��Y CUT ON PLAN, IT tS THE CONTRACTDR'S RESPONSt81C1TY Td APPLY THE DETAltS AS REQf1IRED. , 1 � • ' SCALE : NTS THESE DRAWINGS ARE T� $E U5ED IN CQN�JUNCTlON WITH TNE ARCNlTECTt1RAL L7RA4Y1NGS (1N THE PRQJECT TO CLEARLY QEFINE ALL C}F THE REQUtR�MENTS FOR TH� CONSTRUCTION, WNE�E CONFLtCTS aCCUR, CONTACT RRCMTECT FQR CtARIF1CATJON. �"� 11 �� ���� � � � � � r xESa�r �ESY�r� ASSt3CIATES � , . I�L&A .Inc. Structural Engineers & �uilders 4R12 W. Eisenhovrer 81vd Loveland, Colorado $0537 Ph: {970} 667-2426 FN{; (97Q) 667-2493 Golden, CO Loveland, C{} Falmouth, MA ARCHITECTURE, P�A�IRIING, i��rERiaR a�sic� San Francisca Office 625 Iv1ar!�et Street, i 4th �ioor San F`rancisco, CA 94105 iel: 4 i 5.392.��33 �ox: 41 �.392.��-54 Louisville Office 357 McCasiin Bivd. s�.,�t� 2ao Louisvill�, C4 80Q27 Tel: 303.449.4433 Fax: 3Q3.926.5233 Avon Office :30 W. Benchmark Suite 22Q Avqn, CC? 81 �20 l�el: 970.949. C7899 Fax: 9�0.94-9.Q933 ir�fa�?ResortDesign.cnm www.f2esortiJesic�n.com . � ' . � Re,visiQrts; 1-{6-�7� �09'o Gi� ����-�-� ��, �� �-2I �C,�i �ic�� �.t� 4-IC7-t7�t P�RMIT 5�i f�-CJ�r-f?�' P�RMIT S�T - RE�U°�,.�M I TTt�L �� �* �. � �� ���K ��� ��, f ��,= r ��� ��ly ���� , � �� ��� � k , � C7rawing Title; ����� ��� � ��� ����I�� � . - �► Project Na: ilil�� Drawr� by: �N� Checked by: ,�GH ( Sheet; � � 90 GA. (MlN.� PL W� BFAM PER PL4N � DTL @ BM PERP TO SLOPE � �l. „" A1 /e,rra� 1 JO GA. (MIN.) PL ' �,.,L e RlDGE PC BY DECK SUPPLtER NOTE: AT N1P DEGK NOT PARALLEL � ?f8 2-24 � , � �f / � \ �j F RtJUNt1 BAR AS REQ'D 1 WF RrDGE B�iM PER BY STEEt FABRICATOR �% �-24 P�N WF BEAM PER PLAN � DETAIL @ VALLEY � flETAIL C� RIDGE OR HIP � r�� TYP. DTL � RIDGE iHIP /VALL�� SCALE : 3/4° = 1'-p,� SO&-0t EMBED PLATE C�NNE�TI �N SCNEDULE CAPACITY ANGLE lYP1CAL ({{aPS) PLATE SIZE LENGTH STUD 1.AYOUT '�/4�XG° N.A.S 3l �X�" N,A.S MARK BEAM t7£PTH SlNGCE DOUBCE „W,� „H�, „�>, ,<<„ � �Q��Ma,,. Q1Y., �Ni>' Q7Y '>N2}, ANGLE ANGLE 4„ �„ �„ ar s,ro r2 �7 (�3) j�_o„ �,_2„ � f2r, � a/�" �i�� � o �_�� � 4n �ir ctr 4n � Az rz�r¢ .�� .�.� (3�) �'—o„ ��_�,� a��,� �„ ��� s a 4„ �„ �„S„ 4„ a3 �s s� �s i'-�" �'- � i�r � j��, � r_o�r ����� s o �„ �,,� ��,��„ 4» A4 1� 8? 84 1,-D„ 2,_2" I f2„ t'-3" i0 Q 4n 6" 3@3" 6" ¢,> A5 21 97 i 18 1,-0" 2•-�" 1�2„ 1'-6" I �� S 4 4., �„ ,� � 3„ �,� �„ A6 24 1 r3 154 f'-0„ ���$„ rf2�, 9'-9" 8 6 4a� �» 5 C� 3„ �,r ¢�� A� 2� �30 �o� r�-r�" �'-��,� �r�„ �,_o" ��--�-��`"-� s s , � � �'1 �i' �' `(� � 11 ¢,� �„ & C� 3„ �„ 4„ A8 3� 145 ,�39 ?'-0„ 3��2„ 9f2„ 2,-3" g �� 8 10 ���`�� � (I ������� � �» �,� 7 @ 3„ �„ 4,� A9 33 �59 278 1,-0„ 3'-�" 1 f2„ 2'-6" �_�` ��� ( 8 1.� � �������� � ¢„ �,t 8 Q 3�� &�, 4�, A�0 36 772 306 ?'-0„ �,_�„ ����r �'-9" `� 8 14 ��������'LlL �� NOTES: i, CONNECTlON CAPACt �Y MUST MEET �R EXCEED REACiI(�N SHOWN DN PlAN. DTNERWISE CDNTACT STRt1CTU�iL ENGINEER FOR ALTERNATE CONNECTIDN. 2. MINUMUM CONCt7ETE WALL THICKNESS = 10". 3. CONCt?ETE WAL� OPENINGS OR TERMINATIONS MUST NOT OCCUR WITHlN 7" 0� BEAM CENTERLINE, OTNERWlSE CC�NTACT STRt1CTURfiL ENG1NEEt?. 4. NUMBERS IN () ARC FQR $FAM SIZES EQUAL TO OR GREATER TNAN WSX l5, W 10X 1? DR W i 2X 9 9 5. CAPACtT1ES ARF UNFACTDRED, 6, FOR SKEWED BEAM CONNECTIbNS BETWEEN 45' AND 90', SlNGLE BENT PLATE MAY SE USfQ IN LIEU OF �INGGE AN�LE. BENT Pl,4TE SNALl. BE 3/8" TNlCK, AND MATCN SlNGLE ANGLE LEG SfZES. � � i � � � ��.._...� SCALE : N. T. S. THE SiRUCTURAL ENGINEERS SEAL ON TNIS ORAWlNG INdICATES TNAT THE lNFORMATION SHQWN AND THE CA1CUtATK7NS PERTNNItUG TO TNAT INFORMATION HAVE BfEN PREPARED BY QUAI.IFIED PEdFIE UNDER THE DIRECTION Of THE ENGINEER-OF-RECOftD. THE SEAL /�y D4E5 NOT IMP�Y RESPON5IBILIIY FOR INFORGiAi1dN PREPARED BY �p��rt�Iif V�0�� OTHERS NOR i'OR ANY INFORMATIOh1 NOT SHOWN QN THIS o�nwinrc nrro sucH Res�awsiaiun �s sQ�ciFicw.�Y n�cwMEO. k'L&A, lnc. i2„ 2#7 80T PARALLEI TO � DECK ONE IN EAGN OF TWD ADJACENT RlBS N � - - -- - _ _____ - - -� BEAM 4,�Q» � � ;� DECK i �`' � SPAN d 2�5 t30TT COORDlNATE w/ MECHAIVlGAL PERP. i'0 4'-0" SQUARE OR ROUND MAX. aECK ___ ._ ___- -- -__ _ _ _ __ �_ __ __ _. -- --- B EAM NOTES: 1. BLOCK OUT 5LA8 AT OPENING Z. PLACE REINFORCtNG ON ALL SlC7ES. 3. PlACE REINFORCING PARAL�EL TO DECK F1RST IN R1BS W1TH 3/q " Stf18 BOLSTERS T(1 LlFT BAR OFF DECK 4. PLACE BAR PERPENDICULAR TO DECK SECOND. BAR SHALL REST ON TOP QF �LUTES 5. BASED ON TOTAL UNFACT�RED FLOOR DESIGN LOAD OF 122 PSF 6. REMOVE DECK AT OPENING AFTER CONCRETE STRENGTN REACNES 25Q0 PSf � �T• � . , r_ _ _ SCALE : NTS 503-46 3" LONG SLt�TTED HQLE 1N 5° L LEGS SLOT W1DTN = BOLT DlA + lp�„ 5fg" RETURN AT TOP, TYP. C �. �— �2 °' PL ��� 5„ � CQ�9 u� �� � j � � �� �� \ � � "w�� � {�2) L 5x3 �zx 3/g X LENG7H ,�L „ � ;�. ERECTtON BdLTS - M!N (2) 3f4 "� A34? NO�ES A5 !?EQUlRED FOR ELEVATI C�N ATTACNMENT TO CONC. FORM SECTION DQUBLE AN�LE DETAIL i ih � �b � —� � i � L 5x3 f x3/g X�ENGTN "L" �� 3" LONG SL017ED NO�E 1N 5" L LEGS ���FS AS REQUIRED Ff�R SLOT WIqTH = B�LT QtA + ��" ATTACHMENT TO CONC. FDRM E�Et/ATION 'A" SECTION SIN�LE ANGLE DETAIL � 0 ��ECr�orv eocrs — r�lnr (2� '�j4 "� A307 � f2 " PL PLAN vS dw �� r,- � �� �� \`� M � WNrr N w� N CONSTR. JOINT � �� @ MID3PAN OF SLAB�GtRDEfZ i � , i �� � �� � � ' ` � r � � � � � �` i . GIRflER � �� � 26 STUDS EQ. SPACED ,,.,- DECK SPAN �T i� i� X Y 8 STUQS EQ. SPACED Na. OF STUDS ARE lNGitCATED THUS 0�! FRAMING PlANS. r��� 2� STUDS EQ. SPACED 503-04 �� � .. I� ':� � w �� �� �a �z c� � �.,., � tn --�-� c� �J �-. � �� �� �� � 0 ��a-- # DF STUDS IN[7lCATEd g� 2" EQUALLY SP,4CED q� 2" NOTES: MfN. ? � p�" �/�, ���� 1. SUPPORT5 SNOWN ARE NOT lNTENDED TO BE TNE ACTCiAC � _ �_ � CONDJTION PRESENT BUT A REPRESENTATION OF WHAT MAY � BE ENGDUNTERED. SEE PLAN FOR ACTUAL SUPPORT f� SEE NOTE �1 I CONliITtDN. i f S/NGLE LINE SPACING P�AN � 2. sru�s sHaz� ae �/4" DIA. NUMBER OF STUDS fiEQUtRED PER BEAM lS INDICaTED TH(1S (XX) ON FRAMING PL4NS. f� OF S7UDS tNDtCATED 3. SlNGLE LINE SPACliVG SNALL BE USED EXCEPT WHEN 4 f 2° EQUALLY SPACED 4 1 2" QUANTITY OF STUDS (NDICATED REQUiRES THAT MULTtPCE MlN.; 4 1 2'� MIN. � MfN. t1NE SPACING $F USED. ` �/4�� M�N• _� 4. TRIPLE LlNE SPACING SHALL NOT BE USED EXCEPT WNEN ��$u_ .�� ;,�� ;� ��,�__��@,�.:�. ..�; n.. � pUANTt7Y flf STUDS 1NDICATED CANNOT BE P�AGED UStNG � » S/NGLE OR DOt/BLE L1Nf SPACING, 3 M1 • SEE NOTE � 5. IN SOME CASES A COMBINATIDN {�F SINGLE AND DOUBLE USE STAGGERE� STUD ARRAN�EMENT WNEN LINE (OR DOUBLE LlNE AND TRIPLE LINE) SPACING MAY FtANGE WlDTN tS BETWEEN 4 3� AND 5%2 BE NfCESSARY TO lNSTALL THE REQUIRED NUMBER 0�' STUDS. lNCNES. TRIFLE ROWS MAY NOT BE USED WHERE PLAGE ADD�TIONA� STUDS !N SEC�}ND (Of� TNtRD) RDW FIANGE WIDTN IS L�SS TNAN 43/4 INC�tES SYMMETRI�ACLY START(NG FROM EACH END UNTfL REQUIRED Nt1MBER NAS BEEN PLAGE'D. MULTIPLE �DOt/B�E,� tINE SPACIN� P�AN �¢�QW� oF srvos Mar s� ��ac�Q oN e�ar�s wirx F�rvice WtDTI-IS GREATER TNAN 1 �%2 lNCHES US1NG STRAtGHT ROWS 4� 2 MrN' � j`4" �jN, WITH FlANGE WIDTHS BETWEEN 9¢ AND i 1 f2 INCHES. � ' " ' 7, MORE TNAN 4 ROWS OF STUt?S MAY BE PLACED ON BEAMS -� � � _� ,� » ,� � _....�_ + -"' '� '�`�;,-Mi�. SEE NOTE i'� HAVlNG FtANGES QF SUF�IGIENT WtDTH USING TNE �ENERAL 2" SI'AGGER � SPACING REQUIREMENTS FOR STRAfGHT DR SiAGGERED ROWS. NOTE: THE STAGGERED S7U0 SPAClNG SHpWN SHALt BE USEd WNEN FLANGE Wl(TH IS LESS 8• STUDS SHALt 8E PROVIDED AND INStALLED ON ALL BEAMS THAN 5 1f2" TNAT SUPPdRT CONCRETE {iR CONCRETE ON DECK WNETNER OR NOT STUDS ARE CALLED FOR ON PLAN. THE MAXIMUM �TAG�ERED DQtIBL� LlN� SPA��N� PLAN STUD SPACING SHALL BE 12 tNCHE5 (ONE STUD (N EVERY O�HER Rt8 FDR STANDARD W1DE R1B DECKS). DF Si�UDS 1NDICATED 9• For beam srzes less fhan W 12x 19, W lOx 17, W8x 15 and � W6x16, the siuds shQll be centered aver the web. 4 1 2" EQtIALLY SPACED 4 1 z" _ MIf�. � 4 9 2" MIN. 1 1/4" M!N MJN. 3&" MAX. TYP _._,_.__m,. • . • . - 4 1 2" M(N. . . . . . . 1 1/4" MIN. E 3" MIN. . , � . � � SEE N07E #1 . . . . . * 2" STA�GER j¢" �lN. SEE NOTE #1' USE STAGGERED STUD ARtZANGEMENT WNEN FIANGE W1DTN IS BETWEEN 7 AND 8%2 INCNES. NOTE: TNE S7AGGERED STUD SPACING SNOWN TRJPLE ROWS MAY NOT BE USED WNERE FL4NGE SHALL BE USED WHEN FLANGE WIDTH 1S LESS W(DTN IS LES5 TNAN 7 INCHES THAN $�f2': MULTIP�.E �,RIPLE) �INE SPACING PLAN STAGGERED TRIPLE LINE SPACIN� PLAN ' ► �' i � ________________ __ I�A��TJT __________ _______- - scacF : nrrs 5����� �r�rv. wroT� o� caNC., 'a" = 2" FOR ONE STUD 5" FOR TWO STUDS 8" FOR THREE S1"UDS CENTERED ON GIRDER SNFAR STUDS AS REQ'D -- - SEE PtAN WW� T1ED� BELOW REBAf� 1\ 7..� x 3� x. } u< DECK CONFIGURATION SNALL - PR(7VtDE DIMENSlON 'A" CENi�ERED ON GtRDER AS DEFtNfO A$OVE, OR DECK SNALL BE SPLIT LQNGITUDiNALLY �tND SEPARATED TO FORM �iME'NSIdN �A,� ��x�,_o" e�12" c/c ros STAGGER 640JACENT BARS 1 '-0" ACCESSORIES � �s R��ur��� , �� �. �` Q�'_..__._.� x r�.,�' �� ., ` BEAM GlRDER T�P DETAIL � CO�IPOSITE I�E�K r� �, ` � � • f , � � AT WET COLUMNS � NOlE: 1NTEt?!OR CCJLt1MN SNOWN. EXTERtOR COLUMNS ARE SIMlfAR. ; L3x3x % TYA. BY ,, l7�CK SUPPGfER. ' CLtP VERT. LEG � � �i � AT SlJPP��T. ii 2 %2" CLEAR TYP. ��.w� � ' i 'i 1 NOTE: DECK St1PPLlER MAY SUBMIT AL1'ERNATE METHODS OF DECK SUPPJR7 FQR APPRDVAL. 5UPPORT MUST CARRY CQNSTRU�T(QN LOADS. � i � � ' � I 1 TYPI�AL FRAMING ARDUND RdOF OPENIN�S (Applies to metai deck raofs anly.) TYP. .�f ? 6 ��.�, � -1'� 0'� � � „ �, " �+� 1 � � �'`f "° �—ANGLE „B„ � WE'LD Et�DS dF �- ANGLE ,��, ANGLES TO ROOF �� BEAM OR JC11ST - ��a�s o� sr'� �oisrs � „L �„ Q� „L „2 ANGLE "A" ANGL.E „8" (lISE LARGER �ALUE} UP TO 2'-0�+ 4x3x q(L.LV.) 4x3x fq (L.L.V.) UP TD 4'-0" 5x3x %4 (L.L.V,) 5x3x %4 {L,L.V.) u� ro s` o„ ,�X3X�l,s (�.c.v.) ��.�Xis (c.c.v,) UP TO 8'-0'r 6x4x �f g(L. L, V) 6x4x 5l (L. L. V) u� ra �o,_�„ sx�x%8 {c.�,v) sX�X�/ (�.c.v) USE ABOVE �RAMING AT ALL ROQF f1PENiNGS WHERE EITHER „L i"(iR "L 2" EXCEEQS 12" - UNLESS N�3TED OTHERWI5E. FOR PENETRATlONS < 12" RQUNt� C1R SQAURE, SEE TYP(CAL REfN�4RCJNG A7 R�OF DEeK PENETRATIONS DEiA�L Q87A1N LDCATtDNS AND DIMENSIONS OF MEF' OPENINGS FRQM MEP CONTf?ACTdRS - MAX UNIT WEIGNi =#4,000 LBS , TYP FRAMING AT R��F i'� sc�« : nrrs NOTE: TYPlCAL DETAILS �N iNIS SHEE� ARE NOT NECESSARILY CUT C1N PLAN. !T fS THE C(JNTRACTOR'S RESPONS/BlL1TY TO APPLY TNE DETAILS AS REQUIRED. 502-06 TNES� DRAWINGS ARE TO BE USED IN CONJUNCTtON WITH rNE ARCHITECTURAL DRAWlNGS QN TNE' AROJECT TO CLEARLY DEfiNE ALL OF` TNE REQUIR�M�'NTS F4R THE C{�NSTRUCiION� WNERE CQNFUGTS OCCUR, CONTACT Af?CNITECT FOR cu,�r�lcaTiont. � � � � � � �. .� � .�(I�.�..���w�'��I�'��,�,���,���.���. ASSOCIATES , x��cA r��. � � Structural �iYgineers & Builders 44i2 4Y. £isenhower 91vd Laveland, Cafarado 8D531 Ph: �970} 667-2426 FAX: (970} 667-2493 Goiden, CQ Lavefantl, CO Folmoutn, �A ARCNITECTURE, �'�.ANN{N�, II�TERIOR DESIGN San F rancisco at���� 625 Morket Str�et, i4th Floor San i=rancisCO, CA 941 C}5 Tel: 415.392.4433 Fax: 4i 5.392. �45� �.ouisville Office 357 McCaslin 81vd. Suite 2C}C? Loui�vil{s, CO 80027 T�I: 3C}3.4�-9.4433 �ax: 303.926.5233 Avor� O�fiGe 30 W. Benchmark S�site 22Q Avon, CO 8i620 iel; 9i0.949.0899 Fax: 97Q.9�9.0933 in fot�ResortDesign . com vaww.ResortDesign.com � . ' � +► s • • a► � , , • • - r ����� � I � ����1�� �+ ""� ��r w � � ����, �� o�i �� � � � : �_ � . � Drawing Title: ����� T°�� I ��� ����� �� Date: NC�V. ��, ���� Prc�j�ct No: i"I`71� C?rawn by: ��� Checked by: JGH sn � � t ; .�,....._�._.....,._._... � , %2 " PWD SNE ; SEE PLAN NOTE ', 2x BRG WALL, SE� HEADER OVER SEE TYPtCAL yT�NE VENEER - i" MAX TNICKNESS iEE 1YPICAL DETAILS FOR �fASQNRY VENEER 1TTACNMENT WATERPROOF PER ARCN. STL ANGLE LlNrEL, SEE LODSE' UNTEL SCHEDULE LQC?SE LINTEL SCNEDULE TNJS SCNEDtJLE 1S fOR 6r' MAXlMUM STONE VE�+EER ONLY MAS�NRY ANGLE SfZE M1NIMUM QPENiNG BEARING WIDTH �ACN END T� 6'-0" � 4°x4'z �4" �r, TO 7'-0" �,X�,X3 f�„ ��, TO $'_0�, ��X�rX5 f��, �L.L.V.) 6,� ra s'—o" ��X�»x���,� �c.c.v.� �„ TO 1(1'-0" �,�4,X3 f$„ (L.L.V.) 8„ > � p'- p" CONTACT STRUCTURAL ENGINEER uSE ABtJVE ANGLE StZES AT AlE MASONRY OPENINGS fXCEPT WNERE DfTAtLEi? OTHERWISE. SEE ARCHt7EClURAL ANt� MECNANlCAL l�WGS. FQR LQCAT�ONS ANI� S�ZES OF MASONRY OPENINGS. ACL ANGLES Afi'E �AiVfiNIZEd UNLESS Nc7TED OlNERW/SE S.L.V. = SNDR7 LE6 VERFICAt. . . v. = n� y �r1 A . � � � � _ � ���������Y1 f AND DETATI� - STONE VENEER SCALE : NT5 M04-09 ° F�OOR OR ROOF ,� ELEV � FLO�R ELEV PLYWOOD SUBSi'RATE STONE MASONRY (90" MAX TN/CKNESS) WATERPROOFtNG PER ARCN. (2) tAYERS WATERPRODF PAPER MIN. SLUSN MORTAR SOLID &ET. VENEER AIVD 5U8STRATE i" THICK MIN. 2" x2" 16ga CORROSlON-RESlSTENT WIRE MESN. ATTACN TO FA. STUD w/ 2" CORRdSION-RESISENT WIRE FURRING NA1LS t� 4" o.c. AND Sd CQMM0�1 NAILS t9 8'� o.c. INFO TOP AND 801TOM PLATES, 12ga CORROSION-RESISTENT WIRE LOOP, NOt?K EA. LEG 2" OVER WtRf M�SH (t) WIRE LOOP FOR EACH 2 SQ. �. �F STONE VENEER W000 OR L T. GAGE STUDS � l 6" o. c. MAX WOC�D DR �T. GA�E BA�KUP �� `v`�� r�s --__. !1 CONCRETE OR CMU SUSSTRATE SHOT PIN QR OTNER ATTACNMENT TD NAVE 250 L8. TENSION CAPACITY STONE MASONRY (10" MAX THICKNESS) SLUSN MDRTAR SOUD SET. VENEER AND BACKUP 1" THtCK MtN. }�9 GA. CQNT. JOINT f?EINF. W/ SPZtCE CONC OR �MC1 BA�KUP TYF STONE VENEER ATTACHMENT sca�e : Nrs Ma4-Qa �A�, SPLtCE OR DEYELOPMENT LENGTH S1ZE 1NCNES Db #.� a'—�" 4.� 4 2'-2" 52 #5 3'-4" 64 6 6'-2" 99 7 8 -5 115 8 12 -8 152 NOTES: 1. LAFS IN �'EINFORCANG BARS lN REINFDRCE"D MASONRY SHA�.L HAVE MINIMUM LENGTHS DEFlNEQ ABOVE UNLESS SPEC1FfCALLY NOTED DTNERWISE ON THE DRAWINGS. 2. ALL SP�tCE5 TD BE WIRED TOGETNER 3. SPLlCE AND DEVEZ4PMENT LENTNS ARE TNE SAME 1/ALUE FOR NORtZONTAL ANQ VERTlCAL BARS. 4. F'M MUST BE GfZEATER TNAN OR EQUAZ TO 1,500 PSI 5. CLEAR COi/ER MUST BE GREATER TNAN 2" ' i i' SCALE : NTS MD2-02 I 4D 8AR DIA SEE UNTEL QR 2'-0" WNtCHEl/ER f� SCNEDULE tS LARGER � � �� NOTES�NERAL � ' sE� c�n�r�� scH�avc� � � . i . -- i � r � �. � f-- SEE GENERAL NOTES ` � � i i ' i ' j � � � 40 SAR DtA OR �-° ��-=-> 2�-0" WHICHEV�R �= �`� 40 BAR �IA lS GREATER ` t�R Z'-Q" WNICHEVER tS LARGER f i I � , I � ` � �.� ��� #4 � �2� #4 � � CASE ?: RPPLIES TO AtL (1PENINGS tN STRUCTURAL CASE 2� APPUES TO ALL OPENlNGS IN STRUCTURAL AND AND EKTERIOR WALLS AS WfLL AS t�PEN1NGS !N NDN EXTERlOR WALLAS AS WELL AS OPENINGS lN NQN �'Tf?UCUI'RAL PART1710NS UP TO 4'-0" W1QE. STRUCTURAL PARTlTIONS FROM 4' Wll�E TO 10' Wt�E. NPTE: TYPICAL MASONRY W,4LL REINFORCEMENT Fl}R OPEN7NGS SM4WN HERE APPLIES T4 ALL OPENINGS NOT SPEC(FICALLY ADDRESSEI3 1N PtAiV OR ELEVATIt?N. CONTACT STRUCTURAL ENGfNEER FOR OPENINGS Ll1RGER TNAN 12' IN WIDTN IF f�EINFORCEMENT /S NOT lNflICATED JN PtANS. TYP C�U REINF AT WALL �PENING� � . ___w �_ -- __ __. _ . � _ __ ___ __ ___ _ SCALE : NTS M���� TNE STRUCTtJRA1. ENGINEER5 SEAL 6N tHiS QRAWING INDICATES THAT THE INF4ftMAflON SHOWN AND 7HE CALCUTATK?NS PERTAIMNG TO TNAT INFORMATIQN HAVE BEEN PREPAREO BY QUALIFIE4 PEQPLE UNDER TNE DIRECTIdN OF THE ENGiNEER—OF—RECORD. THE SEAL DOES NOT IMPLY RESP4NSIBIU7Y FpR INFORIM170N PREPAREQ BY �Op�/ligl1t �,ZOQ� 4TNER3 NQR FflR ANY iNFORMATIQN NOT SNOWN ON THIS ORAW4NG ANO SUCH RESPON5IBILIT`f {5 5PECIFICN.I.Y OISCWMED. �i�.cpCf�, �I1C. REINFORCED CMU �1NTEL SCHEDU�E ONE tiNTEL BZOCK REQUlRED FOR EftCH WYTHE OF MASONRY. MASONRY NQRMAL BLOCK wiQi"H. MtN1MUM OPENING 8EARING WIflTN. �+, 8„ 1p'� �2" EACH END. TO 8" DEEP 8" DEEP 8" DEEP 8" DEEP 4,_�„ w% �Z% �4 W� �2� �`� w% �2� �4 wl �2� �4 � TO 16" DEEP 16" DEEP 16" DEEP 16" DEEP s�-o" �/ (�1 #� w/ �2� #4 w` i2) �4 w/ tz} #� g„ ,„? 6 r' DEEP 16 ° DEEP � 6" DEEP 16 " DEEP „ TQ 1 D-Ci W/ l�) #� w% �2� �5 w/ l2) #� �/ (ZI #s a FULL DEPTH OF BDND BFAM TO BE GROUTED SDUQ. SEE "TYP CMU REINF AT OPEN(NGS'� FOR VERTlCAL REBAR @ EA SlDE OF OPENINGS MINIMUM SOND BEAM DEATH=8"-GROUT CELLS SOL10 f'C = 150C1 psi. MtN. TYP REINF�RCED CMU � LINTEL SCHEDULE SCAtE : NTS M4 ? -11 $" BtOCK 12'� BCQCK <.��� y USE WIRE REBAR X�`���'� :� , POStTIC7NERS TO % -� �� • � � SECURE VERTtCAL - � �� BARS t� TQP, BOTTOM k,s� ; AND tNTERVALS NOT �� ��<{': � ,v�. � ;, .• � TQ EXCEFD 200 BAR DIAMETERS. � ; k X� { X� � %' ; :� , < � . � PARTlAtCY " � p ANDjOR �UtLY � . �ROtITE'D UNITS. � , ,.xX ��' � __ �, �`':' --- -- � ,.:__ 4 �+ `¢ �+ �`�i yr �-�' �� 2 t/2�� 2 1�2>, TYP VERT BAR POSITIONERS SCALE : NTS REMOVE FACE SNE�L RT LEAST 1/2 tiNtT NEIGNT 1F BLOCK ROTAiED 0 Nt1TE.� ALL COR�fERS SHOUl.D n n HAVE JO1NT REINFORMEN7 x " ,, C� 16° o.e. PER TYP. JfllNT �° REINFQRCEMENT DETAl� ;; ° MO t -05 MIN. 3'—D" CDRNER LAP BAR ^� i�0 MATCH HQRtZ. REINF. VERT, REiNF NCJR. BON� BEAM REINFORC�"MENT •BOND BEAM BLQCK RIGHT AN�LE AND ACUTE AN�LE eORNERS ALT. DIRECTION EVERY OTNER BONt? BEAM RE'MOVE FACE SHELI ATLEAST 1 f2 UN1T HEIGNl' CORNER LAP BAR i0 MATCN HORlZ, REN1F. �����/►.���i����l�� -�VERT. RElNF. �--sorvn e�an� etacK `'�--HOR. BOND BEAM REtNFORCEMENT INTERSECTtONS . �. . SCALE : NTS MfN. �„ b � ,• � _ I�i � P. �MATCN SCALE : NTS VERT. ftE7NF. LRDDER TYPE JOINT REINF MtN 9ga. � X CEI.t,S Ai REBAR � ° � ,,,k � GlZ�Uf C�URSE SOLID � REtNF. SEE � � ° m � GEN'C NOTES �� � SCREEN WHERE v� HOLLOW BE�DW � � 1 � � � � i f /J, �5/$" MIN ��e" � COVER 7YP� �� s�� �r�rv �l� 1,��V dV SCALE : N7'S PROVIDE NEAD JOINT AND RAKE t/4" C9� C�Ni' REBAR ONLY � VERlICAt WALL RElNF, INTERIOR FACE ----� c�,v 16" MAX r ,. INT �EIN�' M09-Of STOP NORIZONTAL REINFORCE AT GON�ROL STOP LONGITUUINAt JOfNTS AS SNOWN EXCEPT KEEP BARS WIRES AT ALt CJ'S CONTtNUOUS AT� -FLODRS --RO(�FS -UNTELS -?"OP ANt� B(iTT11M dF IYPIC,4L t7PENINGS ���„ � �I��� ���, �� ���.5 ��� ��l_ . ..�..�..: EXT�RIOR FACE pRpVlpE yEAQ JDINr AND RAKE 3/4" C� CONT REBAR ONLY HOOKED END MAY BE MADE BACKER ROD AN(� S�AL/�NT W/ 3'-0" lAPPED BAR MAXIMUM C.J. SPACING !S 30� SEE ARCN. EXACT LOCArION T�F ��U C�NTROL J�II�T 2 _---_ � _____ __� _ _____-________--________ __ �___- ---___ _�__� __ ____ SCALE .' NTS M� i -(72 HQRIZ0�1 TA REINFDRCEMEtv GROUT BARRfER UNDEf BOND BEAM UNI VEf�TICA REINFORCEMEh FOUNDATIDN DOWEL TO MATC W,�tL REINF. tAP LENGTH PE GENERAL NOTES BAR POSlTIONER� t� 200d MAX t VVIYV/-���VIY l{1�IlYt t/I1VLlYlL/Yl � i� i � � ��� i i i � � : SCALE : NTS ua�-os NOTE.' THESE dRAW�NGS ARE 70 BE USED IN CONJUNCTIUN WETH TYPiCA�. DETAILS ON TH�S SHEET ARE NDT NECESSARILY rk� a�cH�rECru�a� �RawlnrGS o,v it�� �r,yo�l�cr r� c���cY DEFtNE ALL OF THE REQUIREMEt�TS �'OR TH� CONSTR�JCTION, CUT ON FLLt�N. 1T iS THE CONTRACTQR'S R�SPONSt�I�l7Y wyE�� CoNF�1Cr5 oCCUR, CoNr�Cr ,��Cx�r�cT Fo� TQ APP�Y TNE DEiAiLS AS REQUlRED. CtARlFICATlON. � ' � lil � I,�' �� �Ij ��i � i ' ���:fs]�t���)�"_".`!� t�SS�►�CIATES , ;; , .KLt�CA I�Le. SCruetural Enginesrs & Bnilders 4412 W. Eissnhower 8ivd LoueEond, ColQrado 80537 �n: {g7a) 0&7-2426 F'AX: (970} 667-2493 Galdea, CO Lovelond, CO Falmoukh, P�A ARCHITECTUf�E, P�ANNIf�G, iNTERIC�R DESIGN �an Francisco �ffice �25 �larket Street, 14th Floor San �'ranci�co, CA 94105 Tel: 415.392.4433 Fcax: 415.392.4454 Louisville C�ffic� 357 McCaslin 8ivd. Suite 200 �ouisville, Cd 80027 Tel: 3a3.449. �433 �ax: 303.926.5233 Avon Office 3p W. Be.nchmark Suite 220 Avon, CO $1620 Tei: 97CJ.J49.0899 �cax: 970.949.O�J33 infaQftesortClesign.cam www,ResortC7esign.corn � � Revisions: �-��-�e�°t �c�� �t� �-2C7-�7 ��°o l„,L7 �-2l-C�"7 �1�% GE� 4-IG�-Ci� PERN(li 5�i° t -C?�i--Ca`i f'�RMIT �cT - r��u�r��-rr,��. �x �� �' , �" . � a_ I�� II� I�, � Iln��� Ra � : ; 1 � CJrawing Title: � ' ���� i ��� !T°��I��� 'i ��T�I �� i c��te: r��v, c��, ���� Project No: �� T1if� � Drawn by: ��P Ghecked by. J�H Sheet: —� � � SEE PtAN r/scae DEF�E�TlON TRACK, 600T2Q0-54 7YPICAL SRtDGfNG, SEE 2/LG-00? Barro,u TRacK, 6�OT�25-43, SEE 7YPICAL DETAILS FOR ATTACHMENT TQ StAB � SEE PtAN �' T/StAB QPENING SCNEDULE MARK JAMB STUDS JAMB CONN. TC1P r JAMB CONN. $OTTOM a NEADER SlLL SlLL CC3NNECTION COMMENTS (1) scsoo w/ (�) #�� sc�Ews (�) acsoo �l (�} #aQ sc�Ews � (r) so�srsz-43 �(3) a. �4�"� �,a.F. w/ 3/4" �(�) o. ���"� P.A.F, w/ �/,t r�r N/,a rv/a MAX. EMBEDMENT MAX. EMBEDMENT � (�) 6QOS162-43 + i1) SL60t� w/ (2) #12 SCREWS {9) AL600 w/ (1} #10 SCREWS l=f (�) 604T125-43 &(5) Q.?45'� P.A.F. w/ 3i�4" &(3) Q,145"� P.A.F. wf 3f " N2 /Y�A NfA MAX. EMBEDMENT t�AX. EMBEDMENT � (?) 6005162-43 + ��) SLG00 w% (9) #?2 SGftEWS (1) AL6C10 w% i1) �10 SCREWS �./ (1) 600T125-43 8c (4) D. P45"� P.A.F. wf '�%4� &(2) O.T45"0 P.A.f: wj '�� �� yl N/A NfA MAK. EMBEDMENT MAX. EMBEt}MENT (1) S'L600 w/ (2) # 12 SCREWS {?) AL600 w/ (1) � 14 SCREWS /� (�) 60DSt62-43 + &(8) 0.?45"� P,A.F. w 3f " &(3} 0.145"� P.A.F. w/ �%q„ N3 N/A N%A �CONN�CTIOtV SPECfFICATiONS Ll {1) 8�Oi125-43 % 4 MAX, EMBEDMENT MAX. EMBEDMENT (2) 600St62-43 + �11 SL600 w% (2) #l2 SCREWS (?) AL600 w/ (2) #10 SCREWS (1) 604S162-43 + {1) L300x300x 16 GA, x 0'_6„ {9� EA. � (f) 600T125-43 &(7) 0.145"� P,A.F. w,% 3%q," &(6) 0.145f'� P.A.F. w/ 3f ,1 HZ ()) 600T200-54 ENtJ w/ (3) �10 SCREWS EA. LEG 5EE DTL D FOR SILL �OtVFIGURATION MAX. EMBE�MENT MAX. EMBEDMENT (i) SL6DD w/ (1) �12 SCREWS {i) AL&DO w/ (1,� ��0 SCfZEWS (1) L300x300x 16 GA. x 0'-6" C9� FA. � (i) 6nOS162-43 &(4% 0.145'��6 P.A.�. w/ 3/�" &(3) 0.145"� P.A.F, wf �f ,� yp (1) 600T925-43 END w/ i3) #10 SCREW.S EA. LEG MAX, EMBEDMENT MAX. EMBEDMENT (1) scsoo w/ (�) �r� scREws ��) ac�oo wf (�) #10 scR�ws (z) �oas�s2-43 + » (2) &OOS162-43 � (1 j L300x3QOx 16 GA. x D'-6 {� EA. Q (1) 6a0T125-43 �' �3) Q.14a"� P.A.F. w/ '�/qu &(3) 0.145"0 P.A.� w/ '�/„ y� (1) 600T125-43 f EIVD w� (3} #1D SCREWS EA. tEG SEE DTL a FOR StLL CONFI�URATION MAX. EMBEDMENT MAX. EMBEDMENT (l) 6DOT2a0-54 (1) SL600 wf (1} #12 SGREWS (1) AL640 w/ (1) #90 SCREWS /� (9) 6005162-43 + &(5) 0.145"� P.A.F. w'� „ &(4) 0.145"� P.A.F. w�„ H1 (1) 600T125-43 (?� L3�Ox300x 16 GA. x 0�_6„ C� EA, �°1 (1� 6pOTt25-43 % f4 % l EIVD w/ (3) ,�10 S�RE�VS EA. LEG MAX. EMBEDMENT MAX. EMBEDMENT (�) scsoo w/ {2) #�� scREws (�) ,acsoo ,�f (2) #�o se�Ews (2) 6005162-43 + (1) 600St62-43 + (1) L30Dx300x fi6 GA. x 0'-6" @ EA. � (2) 6ppT125-43 �' ��� a.145r'� P.A.F. w/ 3/4" &(6) 0.945"� P.A.F. wj �f " �� (t) 600T2�0-54 END wf (3) �{iD .SCREWS EA. LEG SEE QTL D FOR SILL CONFfGURAT101V MAX. EMBEOMENT MAK. EMBEDMENT (1) SL 50D wf (2) # i2 S�REW5 (1) AL600 w% (2) # 10 SCREWS (2} 6005 �62-43 + ,„ (3) 60QS162-43 + (1) L304x3(10x 16 GA. x Q-& l� EA. t� (3) 6t�OT925-43 &(8� Q.945'� P.A.F, wf '�f�" &(6) 0.145"� P.A.F. wj �f „ y2 (9} 600T�25-43 f END w/ (3} #10 SCREWS EA. LEG SEE DTL D fOR SItL CDNFIGURATIQN MAX. EMBEDMENT MAX. EMSEDMENT ( 1) 6 0 0 T 2 0 0- 5 4 (3) 6005?62-43 + �1) SL600 w/ (2} �12 SCREWS (1) AL&00 wf (2) #iD SCREWS (p) �pQS�62-43 + (1) L300x300x 16 GA. x 0'-6" �4 EA, t t ��) 600i125-43 &(5) 0.145"f6 P.A.F. wj 3fq" 8� (7) 0.145"0 P.A.�: w/ �l „ N4 SEE DTL D�OR S1LL CONFIGURATION MAX, EMBEDMENT MAX. EMBEt�MENT i�� ��QT2a0°'S4 EN(1 wf (3) #10 SCREWS EA. LEG rvo rES: 1. QUANTITIES FOR CLIPS AND SCREWS SNOWN ARE PER JAMB STUD ASSEMBLY. EACN SIDE OF QPENING NEEDS THE AMOUN7 Of CLlPS AND SCR�WS LlST�D IN TABLE. 2. ARRANGE VERTtCtlPS AND STlFFCL1PS SO TNAT TNE�E IS ONE CL1P ON EACH SIDE OF THE JAMB STUD ASSEMBLY. THE STRUCTUR4L ENG�I€ER5 SEAL ON PHIS DR4WINC IN�ICATES 7HAi THE INF�RMATION SHOWN AND THE CAL�ULATIONS PEiifAINING t0 THAi MF4RMATIflN HAVE BEEN PREPARED 6Y QUALIfIED PEOPLE UNpER THE OIRECTi6N OF THE ENGINEEft-Of-REC4RD. TNE SEAI DQES N0T IAIPLY RESPON5t�LIiY FOR INfORtM710N PREPARED BY �p�}�rrr�Iit � 2�(�� OTHERS NOR F`OR ANY INfdRh�AT40N NOT SNOWN ON THIS DRAWih'G AND SUCH RESPQNSl8llilY 15 SFECiFICALIY OISCLAIMEO. %��L�,''f�, �CiC. HEADFR SCNEDULE MARK VERTICAL MEMBERS HORIZONTAL MEMBERS SCREW SPECIFlCATtON CQMMENTS (9) L300x3DOx 16 GA. x H�� rv/,� (�) soori25-4.� �v/a o,_s„ ��. E�vr� Wl �2) # 10 SCREWS EA. tEG �23 ��A (?) 600T200-54 -h ASSEMBLE NEADEf? wf #10 SEE DTL D FOR NF.ADER (t) �OOS162-43 SCREWS t� 8" o.c. MAX. CflNF1GURATlON H32 (2) 600S�62-43 {�� 6�OT200-54 + ASSEMBLE NEADER wj #10 S�E OTL C FOR NEADER (1) 600T125-43 SCREWS � 8" o.c. MAX. CONFIGtlRAT10N , �2) 600r�2�-�3 -r- ass�naecE y���� W/ ��o SEE DTt B FOft HEADER H4 Nf� (1) 600S162-43 SCREWS C� 8" o.c. M,4X, CONFrGURATION NOTES: 9. SEE DETAlL A�OR Z}'PlCAL BQX HEADER A5SEMBLY AND DETAII E F(1R 8DX NEADER ATt'ACNMENT 2. �EE DEFAIL C�OR BOX HEAf1ER ALTERNATE ASSEMBLY ANQ DE?"All E F(7f� BOX NF_AADER AI�TACNMENT 3. 5EE DETAIL D FOR $(1X NF�il7ER ALTERNATE ASSEMBLY ANQ DETA1t E FOR BOX NERDER A17ACHMENT 4. CUNNECT NEAQER WlTH (1) L300x3QOx 16 �A, x 0'-6" C� EA, END WITN (3) �1D SCREWS �TD �PENIN� ��'HEDULE SCALE : NTS VERTtCt1P AND P.A.F. PER SCHEDUZE ADD (2) RDD'L P.A,F �' 3° o.c. fYP, iD EA. S/DE OF JAMB STUD ASSEMBLY , � ° 3 "TYP. �, � � 1 � �� i \ �-SRIDGIMG PER TYP DETArI �-JAMB SilJD ASSEMB�Y PER SCHEDULf JAMB �TUD ATfACHMENT 1 _�_.__----------__-__------__ _.._ TRACK AER SCHEDULE, STOP C� JAMB STlJDS VERilCAL STUDS PER SCHEDULE, CLIP FLANGES TO F!T OVER JAM$ STUDS. ATTACN w/ (1) # 10 SCREW PER 2" OF NEtGHT OF VERT. STl10 PER JAMB STUD PER SEDE. (i.e. 6" TALL 80X HEADER w/ (2) JAMB STUDS = 6 SCREWS PER SlDE) TR,4CK PER SCNEDULE, STOP C� JAMB SrUaS TYP. HEADER AlTACHMENT �% � __ _____--_- ------- ------- rGUCAR TRACK OR DEEP LEG 'ACK PER SCNEDULE, ATiACN ) EA. STUD wf (1) �%?0 ;REW PER FLANGE ,,tUD PER SCNEDtILE !F SPEClF1ED, A�t7�ACH wf #1 D SCREW � EA, VERT. 5TlID � ALT. HEADE'R SILL RSSEMBEY � }P TRACK PER SCHEDULE, TTACH TO EA. VERT. STUD w/ ) �1D SCREW PER FLANGE �DfTIONAL TRACK PEl? ,NEDULE 'RTtCAL STUDS PER SCNEDt/LE ��?TTOM TRACK PER SCNEDt1LE � A�T. BOX HEADER ASSEMBCY ��TRACK PER SCHEDtILE STUDS PER SCNEDULE, AZTACN w/ #10 SCREWS � 6" o,c. MAX. Q TYP, BU1�T-UP STUD ASSEMBLY , , , � �__ � �__ �/ OP TRACK PER SCHEDULE, 9TlACH TO EA. STUD w/ { 1} � 1 t1 SCREW PER FLANGE rEtZTICAL STUDS PER SCHEDULE, 4TTACH PER SCREW �PECJFICATlON !N SCHEDULE d01TQM TRACK PER SCHEDULE � TYP, BOX HEADER ASSEMBLY BRIOGEGLIP, TW(ST INTO STl1D PUNCN OUi AN� A7TACH TO BRIDGEBAR W/ 1-#lOx 16 SCREW TO EA. STUD, e , � r � SECTlON � /' � C! i IYVlL. RI LLtI 4L.lT JIIYVL4 1./L! LLVIIV+� TIV"7f.iKS� BRlDG1NG MU5T BE �NStALLED WtTN/N 12" OF T�P OF STUD. � � ! , � SCALE : 3/4" = 1'-0" rra s�ztaGtrvs 6" STUD TYP, SEE ELEVATlONS �OR SIZE AND SPACING : - �t : �r : � �vorE� C1R (?) �'10 TEK se��w � s�oF 6" CONT. TRACK, U. N. L1. NlLTI TYPE "X-DNI" POWDER DRIVEN FASTENER 4R E4UtUAiENT, D=O, �45 ; MIN, PENETRATtON= 1 % " MlN. SHEAR CAP.: 330# MItV, PULL-OUT CAP.: 23(?� C'� W a T�P. L.Gs B�T• TRA+CK C�I�N. Jr���� : � �� _ � �-V» ' 7YPIGAL DETAiLS ON THIS SNEET ARE NOT NECE5SARILY I CUT ON PLAN. IT I5 1�HE �ONTRAGTpR'S RESPONSlBIU7Y�', TO APALY THE DETAtLS AS REQUIRED. I TYPBOTTQMTRACKCONN rH�s� a�Awr��s ��� ro �� +�s�o !rv can��urvcriQrv wrrN rr�E a�cr�ir�c�u�ac ��awrrv�s a�v ��� ��o��cr ro cce�R�Y D�Frrve a�L v� r�r� ��c�ur�cr���vrs �ou r�� corvsraucr�oN, WNERE �ONFLlCTS OGCUR, CONTACi ARGNITECT �dR cca�i�rcaTlaN. ° i;� ii i i'• C r s• RESCIRT 13ESIGN ASSOCIATES .,`'; � I�Lc�CA In+c. Structurai Pngineers & Builciers 4412 W. Eisenhower Bivd Loveland, Coloradfl 8U537 �n: (s�o} ss�-24zs �n�: {e�a) ss�-z�s� Golden, C4 Lovelantl, CO Folmcuth, MA ARCNiTECTURE, PLAN��li�1G, lNTERIC}R DESIGf�J Sc�n �ran�isco �f�Eice 625 Market 5treet, 14th F(aor San Francisco, CA 94105 Tel: 4�15.392.443.3 Fax. �15.392.4�54 �ouisville f�ffice 357 McCc�slin Blvd. Suite 2C�0 �ou isvifle, CO �OQ27 Tel: 303.449, 4433 F�ax: 303.926.5233 Auon Office 3fl W. Benchmark Suite 220 Avon, �O 8162� Tel: 97�.9�-9.0899 �'crx: 970.949.0933 in FoQResartD�sign.com wwv�.ResortDesiqn.com � • � • Revisions: I-i�-C�7 �J% GI� �°��-�i 6C.7°lo f�L� �-2I-C)�l a�% GC? 4-lG�-C�i P�RMIi 5�i !�-J6-t?i PERMIT 9Ei - RE�UE.iMITT,�1� ��pC� L1�;�� �,p, • ° cS' 9,��.'� p'�t''� ��,�`��t�° @� ��7�� �w ��;°�e� �� � `l 200�. ��;� ���`��l�J �� !��- ���� Drawing Titie: � I ��� ���� ��� ( ��� �9�.-��I�� r . - �► �► Pro�ect No: �"I�I�- f �► . . - ,�� � N� i�:. . � �� �� ■ �- �' � � ♦ � � . _ � ��� TE A. RETAtN(NG SYSTEM � �"tr m� ��v� m��5 - "� TEMP. RETAINtNG SYSTEM ,i 2 - T/�fG <n ,� S4.Q ; SEE ;GENERAL NOTES ' SEE �ENfRA� fJt?��.� � � !�� 5 rii- -- � � �` �_ � � � _, � � „ ""' ' � a 1 v__ __ F25C_� _.__.__ _^ _ �-�--�,� STEP� � _�_� 2 � _____ __._ ___�� _ __ _____ __=�_ u F25C � �-- �- __=-_ _ -_ __-;' � _ � � _ _R_-- - -8�'--10'-___- - ---- _ T��G ___ __ ._.___ -- , ��, ` ��.� � � �v � „ � � � � � _ _-- � Q --- ( _..._ �- ��__ �.__.._-----�-- �� ---- �� � � . � „ S4.0 S4.0 �--. c� _ _____,___� ._________�____ �__. r_.____.� _ �_�_ __�_ ___ �____ _._________ _ _._._ _ � � - - -__ . _____ �..._ ______ __ -��'-2"- � __ ----------_- ----- =�A _�_� -------------- - ---___ =� » ,� �, ,� - - �� � � � _ _ _. � ,... � _ s _.._ - - - - 1 - ..:> >, . . .. . ,.: . . � . � . -- _ _ _ _ __ ___ ._ .____ ___. �, �. -- - ---.__��_ � - ____ _ .� ' _�._.____�_ ____ �.�.� � � M.:: .s. �.�. ., . . m_. _ �;,.� __ ___-- . .�.... .� ,.�.- � �,� �,W � ..�. - _ _ �.H� ,.. . , , �.� . ,. ��.� .���._µ� �., . ,. . . �,. ,. . �� _ �.. .. >�-7� -�- , ___ _ -- � -- -��--__�.�....�.��_..._��._- ---���--- � - - ---__..-__�--�-1 � �. -� �z �ia_ � „ � �T- -�-� � �-'�' � �� `,�r T _.,_ , -� � j ' 3 9 , �, ____ _ � \ ______%`r���_..i __� _ �_ _____� � � ___ _�_--- - --_ .�___.o ____ __ _______..____�u_� --_. -.--- -_____ .__ _.�, _____ ___ --_ __�___ __ ----�- �- t i �4. � _.____ �______ � __.__ i �-- __._. -� --- - �i 4.0 � __- \________e ��y _ � _�_ �_ __�_,� q ____. 7� _ _ _____ ________- _ _ �._.__ ___ _�__._� ___.__x�_ � i.__.__.__.__._-�______. ---- � i � 10" ��_____ _____ __ �_�_ � r r � � 3 j __ ---I-____ r-�- , ��� � �_ ` S3.0 F70 168k ' � l- - --) f ��'-o" ; cs2 , ,r � _ � J �o" I �� aa" i � S4.0 I ,�'_g" F55 l 18k � � � � 87 -1 � R, �. (� i , a, : � � �f � C3 F50 9$k 3�_�»E 5'-9" �53.�2 � 2'-91�, \ ,,�5,�� cpg���i ,�� � 4 -0 � �,�, 86 -1 j > ,J p � � � xt�'� � ���� ���'° �� � � 8s -s _ _ � � _ � � = � ��� � . l - i ( , y',9 � � � �,�"5 � � j (��' , ���1 .. � � , � , `�' , �o" ���� � ao'�c�� .� � f� � �� o � I ' � �;� I � ; c�z ��� ���k � , �� � , � � � � s�'-�o„ � �9 �,. j � - c, J � , � � ` � 12 u� i 87 6 (-- - r (- --� ( ;) ' � � I � ' � � T- fi cv L ._.. �� � sc��� � � ;� � � � o � % � �� s.�.2 ;; � � I I ' L _ L. � ; E � � �� i � ' D04VN M' �' i S3.2 I f :�� I � _ � �� � �� __�_. � ____ ______ __`__� _ N _ _ --�_ n {-- _ � _ ----�- �- - �-�- ______� �. �, I ___ � � ��,.. _ ____ � I � ; � I I 2 �� I I � j�' �- ---�`� �� f;,�` � i _�_ E --�-� � 4 I,; 1 )Y 0 � � »��N N'�I � N k � � "a- I � 53.0 ( t � , 2-1 � SFEP � � � � j j ° j , �, � ,� �,,��'��, � � j � � _ � L.' _ _ _ �I � � i t s�� rrP. ��cs � , -� 8 -7 / � �A,qi,,y, - - ;-- - - -� � �'-0" SLDPE � ` � ( '' � �.._. ._ _,I _ ._ �i \ � � � , „ �"X 4 j � � F25C DOWN ; � � � F25C � � F60 t23k � l- - - - F70 173k 4 -3 g,3'-�" `°. � „ _ �' � 'j � P c� �� � Ci 6$0 128k �� E � cn j 8fi -0 ��' `t 87�i2�� � ( E � 86>_ 1 „ -_�� .� C3 � _ � � ,i � 85'- t 1 " $6'-1 " j g � �.. ' � „ � � � � � � S3.2 jp ��. �.�..; : � ( : � � 54.0 F75� 2➢1 k F85 264k � � ,/ 'd- 10„ � � ! j fl-'- - _.._ � ,_._ _ �-�- -.�� � i � F25C �` � F70 f 76k C7 � J� � = 7 i '' ; � �� ( , ,� � � $6 9" � � �� -� _ � �- - � .,.� ._ _ � L._5„ S.O.G, i � � ,--- � �- S ,1 � ,/� � 86 - ._... _. � o �3 , „ r ..._ _. .�...� � i � i i i � 54.1 � � � i i � 1,_� 6����, E � � % �� ,_,� � ,) ( ( )i i �i- I r . ,-- � � � = r � i � 2 � I ;�, � , � � � �- . � �„ erp ;'. � , ►- � .�-- ,-r' I I I � � � � � � I � �- _, � - � _ _ `�" _ ; ' � • v ... �--_ ____ _____ _ � � ,� �-_ �__ _�---��-m -� --g�\ � _ _ � _ _ � .____ � ._ _�_ - i _ --��._ ___p ___��__. _ __� _ _ ___ --- I-- - �-� i i _',� � t� wa � ss� � ) i1 1%�' � J , : 1 !J \ � ` J L J 2 - 7 �, - � 1 '; ( � � � /s�� / , � � .�- � 3 _ 5 � .� � _ � � � F80 242k --- -i-� -I �� � I_ �.. ,._.. � p � C�% � � _ ,.T-�° _ _ TsT �m� _ � _ _ ' � ..., c� f � I_ �. _._. _ _ _J -'- r = - ( ` 86'-0" L L J � » v� c� '�C,ry ^ � - -) 8 5 :( 8`-7 �T - -- �, '; F95 340k 8'-5 ,� 8" S4.1 � 4�/2 `j F5D ' 92k C P 6 \` � � : I 2 ' / (.`_' _' _ - - - - - --� � ^ E >_ 1 ,� - c � o I f � � _ s4. � 1 ���; � S3, o i� I I ss o g� � I��;�� � I I i :- �, I a2" cr� rEM wa�z i �� �„ S.O.G. } o i � .� � , s �' `�.,o„ � ' � I I 1 r� � - ' ��� I I � I. �� � � T;'�� r ���'' � � � � .�'- z � " sco�� � ow,v � �� i � �E�na. R�r,�l�vrn�c -� I /s� /� � I I -� � SLOPE � WAtt BY OTNERS; � I � � C� :�,s &g. � � j FEf? A�N C DOWN � SEE ARCH/ClVt� ��,� � �� l �'��� °c � �°., � � � � � FoR cocarrorv `� ( � � h''",9�� ' � I ` � i � � ~' � � � i i '4.o j � _ � s�o�� � � € s�. o i , „ ' ( C ' � „ � `, DOWN , „ � � � � ( " F95 325k FX24 20 -0 �o :�w I i -� �/2 � � � ' � e� ? � � `� � � ' � � i0° °�. I f03� i �- �� �- - - _.. ._ _. .._ _.... �. � ._.. � F65 954k �� i �' � _ gg'_ p0" � 87'-�" - - - �� - - � \ y " � �." _` _i 53.3 � � ;� '� � � ( � _ � �g�1 � � _. ..._ ,.... 8C -4" � � � � � a� � � , � ,/ �� � f � _i � � - - ____. -I --� „ � � _. _�,�� __ i _�_ _1 ° � -� <. � ; --- ------ _____� fi , � � �� _ __.. �, _-____ -� __ �._ _._ �_.___ _. �------____ � _-- _�--___ r --- � � � � ( Q � � � � � ( � � � � j � ' I � I I I i � I a I � °�'' I � ��� ( ( , �70 177k � � "� r� �� 53.3 TEMP. RE7��1NINC SYSTEM � ( ��� � L,. �� _ .,_..; �5 �_ .� - - s3. � �' _ `�` J f � I � I ' s3 3 � = ( � 2'-5" '�` SEE GENERAL N47ES _-�� ,' { � 86 ? � _ .L.. ._ � � 8'-1 " - - � = ' � � - � I `� � ' � ' � � ,/ F70 184k C3 � E � � � � , c" • '' � I \ , � ( � � 86,__=_-�„ _ _ _ I _ ___ �. � � -.- _ ______�_ __ _1 � � _L___ _ _______(_ f _ ' � �; L__ ______ ___ �_____ _____. _� � � � ______ _! --�--_________ �,��;� , . ( '�`� I.�... �--�►�.. � % �L � � � � R \ �o � 00 � k � � � N _ � �, - � . _____ ___- ,3 - � ., � � ('� FO(1TING SCHEDULE FOOTtNG DESIGN MARK S/ZE REINFdRCEMENT �-Q�D� CDMMEN7S ,B� ,L 'TNK EA. WAY BOT. U�N,O. K1PS/KtF F25G 2`-6" CONT. 12" (2)-#5 CONT BdT 10k1f F30 3,_0„ 3,_0„ 12., (3)-�5 36k F35 3'-6'" 3'-6" 12" (3)-�5 49k �"50 5,_0„ 5,_Q„ 14" (5)-�/5 t00k F55 5,_6„ 5�_6„ �4° (6)-�6 121k F60 6,_a" 6,_a„ �6,� (5)-#6 J44k F&5 6�-6" 6'-6" ]6" (6)-�6 i69k FTD T'-D" 7'-0" 18" (7)-�6 196k F75 7��6„ �,�6„ 20" (8)_#7 225k F80 8'-�" 8,-D„ 20° (7)-#7 256k �s5 a` �" �'_s" �2" (�)-#� zs�k F95 9,_6„ 9'_6» 24" (9)-�7 361k FP00 10'-0" 90'-0" 24" (90)-/�7 400k FXt2 SEE SEE �Z" �5 @ 12" a.c. EA. WAY 45K AIAN PLAN FX24 �EF S�F 24" �5 C� 12" a.c. EA. WAY VARIES PLAN PLAN TOP & BOT. ___�.___ � Na�v-sxR�nrx cROUr � rs-co�v�n� w� �� w h � '"' � _______ 7 - _ __"k `�_____ _ y( c.� � � o ,a � � al -" � , � I � ' � � __.�_ �, `�. _I 4 - - b � `� __I_ ' � ' _ --_.___ __� _____________�__ _ _.._ .._. .._. _ - - ___-� �� p .� __�_.� ___� � --i- --�.: �,,r 53.1 53.1 �. --�-- �, ;;�.;--� � -- �. � 3 _ _�_ � �__.__ _ -___._ �� � ( �-- . ! 660 14�}k �2 c� c,, S3, � � rn � � % � ,"� .: E� 03 � �' � j � , � 3.2 � � 53,3 S S a w 1 " � I - -�-� 86'-1 "� `r' � �v � � � "' � ,,�% � � ° i � � b- �� 2 � ` 1 '-6" STEP __ � _._ 'I � . �- __ - __ __�________ �._ ___I_ �_� _____ � __ �_._ ���_ ��) SEE iYP. DTLS 1 .���� � �� t� � �'�,o -�''" ,� � � _ _ _ _ - _ �x24 � �- _ -�. _ _ _ - - �x2� � �o.c. �- �1 � { F2�c � � i r � �, � ' f t » , „ , �, N , ,� � , , ,� , „ , � i ( (9� �'^a cy � � �: r:" `_ , ,� 8�_2„ j��: ( �''i�',�, v, � \ � 4�-4 9-8 83 -5 i \ 3-7 � 5-1 83 -5 � E �- 2_� d',�'� � � `°T 14'-0" � t4`_f1„' � % c�' � ��' ( <* � 1'-0" � �•�; �''Sp �''�'' € ,%� � ? 5 I ������� � .si ( � \ � 8" � 90" ��'�l \ ` S3. 9 ly �o � � ` � j s I � % 4.a i ��� � � � ,��_��° � ` '�. ,, � � � � � `� � � � � �__ ; � �__ � . �� _� �_._ � � "' � _ - � � �� sc P� � � � t3DWN � � � `g''' �„ � _ � �, � � F75 204k � . � c,� 8�, 7„ C2 F70 187k � SL��ppWN � - --� �� � � �� � PER AR�H a> �_ _ --� � I ; I I � I I^_ ; I o 1 ____ _�.._ _ __ ______ � - __-_ � I ' o j � ~ o m� , ,� � � � `- � r �/2"w i __ � i � �„ � f.rl ,� I_ 3-�o j L��_J �--- � � F60 129k � � i � g�'-g„ I C91 � S4 0 � \ �� � � �'�'° t_ __ _... � � __ F10 373k �� cz� �x�2 z�� � � :,;; � :.� � � -- „ ��_�» 1 86'_ t » �7 Z � V �� .� " / � �,.�� � � � C�¢ ' x 12 28k 1 ��� ��� I_tl� --.- --�6'-0'-�� �____�S4.t� - : ": � -- _ � _�. �,'�» - �B� 24�k� � ��`�I i ; � s3.o ; s4.o � � a�'-�,� ____ _�. fi --- ��.�" � ' __I_�.__ � o _._�� �, R���- _ `� �, ¢,_5 �, j 10 �' � /10" �� � ° �' �� @ � I , \' N �'�' j �' CL � 1 I � � __. �' _ _____._. �_ � - - -- - - � � � � �., � --- ------�- 7HE STRUGTURAI ENGINEERS SEAL ON iHiS DRAWING INDtCATES THAT THE 1NFORMATION $HQWN AND THE CALGUtAT14NS PERTNNING T4 TlikT INFORMATION HAVE BEEN FRERARED BY QUALIFIE� PEdPLE UNDER THE DIRECitON OF THE ENGINEER-OF-RECORD. TNE SEAI DOES N4T IMPLY RESPONSl6tLITY FOR INFORMATIQN PREPAi2EQ BY OTHERS NOR FOR ANY INFORAIATION NOT SHOWN ON TNIS DRAWING ANp SUCH RESPflNSIBiUTY )S SPEClfICALIY DISCtAIMED. F65 148k � ! il � �_ a .__ ___;___� � ___ ______ _� ___�___ 1 �,� _��_�_.__ ��o- __ I I �l � _ I I _� _____.�__� L - i - J _�___._ -�-� _ _ .= � �- -- � �, ►- � � �5"s.O.G. �__- � ..- ----�._� _ i F25 � � '� �y ,"�� -� 1- i -�- --�--1 � ��-��_ �� 87'-2" � � S4. �� �� � �� T :��� � _� .. ___ � ._ � ,_ .� ._. ._ ._._ - ..._ � I_...��� _.... - - �- - - � � ° s4.o �� � � ;�, �) 1 � . ,� „ F25C �' � � � � .�. ���. 10j 10 � � ,�� � , ,� -- � - � 8-�-'---10" --- � o � 7 -7 � i :��� � � �� �, � Q -�--�r�� � s�.o _ �._. �- �_ �-- _ -- - � � .._...I� S3.0 � �; � I"fFTG � � s�.0 s . o � ` ��� � � � , � �: � TEMP. RETAINiN� SYSTEM ( ` ( i i se� c��v��i nror�s � I� �__._.. ____. _ ___._ _�� _____ �� _�._ ____.___�� , ( � Capyrighf �'12�46 KL8cA, inc. 5" eq o i �- i � � � 1 It .� � ((� � 1 S4.�? __L. �___.J I 5��. � I� r I -� E I 2 � 54.� i'-5 i�'2,� � � � ! � � I I , �. � � '�l� � i � ca � � � � � iOPE 1 �� i � own� � �< I ( �� F25C I I ��� , » ___. _ �. � _____����.____-_- _ �� � y� I 1 (f� � � S4,0 ' � ' ��• k � � 10" �. I � �o" ao" o 1� � � � 3.0 � � � � °� � � �'�, � E ( ��; 1 0'-8" SrEP � � � � � I_� �. rj�� / _. k`° ' �I t ������� 2'-4 i/2" ______�_______ _.__ I TEMP. � ETAINING SYSTEM SEE G�NERAL NOTES � � � a � i %, � � � _._�, ------- � Q --__-W_ ! � __-___--- � � 13 � � �4 � 15 � --.,. � �i _____ __ _ - � � BASE �' [ ���-� corvr�ac �o��vr , _ .. _. ' ,' SEE Pl�tN � %._,�,�,_ _._.x . ' ,�,_., w_...x.....,�..,_x�� T`�' �/SLAB "`° � r, ��`��c"�� � ` �`� �' ``�� ° 2 °��o� �� o��aRa�, °��U��'��� d:U �, SEE FI�1N . �r..,,. �° aa- "r/�rc �' � - � <s n , � � w v� , � � � � � � � � � � v� _ � 3 • EQ. „ ,f � EQ, BOTT. REINF. - � WlDTH 8 SEE SCHEDULE SEE SGME'DUCE WIDTN "B„ WtQi�H „L" SEE SCHEDULE SEE SCNEDt1LE TYPIGAL COLUMN FOaTING T1'PICAL WALL FC�QTING FOt1TlNG NOTES.' 9, FOOTING5 SHALL BfAR ON 11NDISTURBED DR RECOMPACTED NAtURAI �ASE AS SPECIFI�O /N THE' sa��s �E�oRr. 2, ALL BEARfNG MATERIAL SHAL� BE INSPECTED BY THE GEOTECNNICAL ENG(NEER �t?10R Tt� CONCRETE PLACEMENT. TNE GEOTECHNICAL ENGiNEER SNALL BE TNE SC�LE JUDGE' AS 1'0 TN� SUITABLILITY OF TNE' BEARING MATERtAL, 3. FO�TINGS DESlGNE� FtJR ALLOWABLE BEARtNG PRESSURE OF 4,0 KSF. 4. CENTEf7 CONTINUt7tIS FOOTING UNt3ER WACLS U.N.O. CDLt1MN FOOTINGS ARE CENTERED UNDER catuMn�s, un�.�, 5, $EARtNG ELEVATIONS ARE SUBJECT TO ADJUSTMENT AS REQtIJRED BY SU�TAB1Ll11' OF BEARING MATERtAL. 6. DOWELS TO MATGM VERTtCAL WALL AND PltASTER RE7NF UNO. EXTEND OWLS 24" MIlV ABt�VE �r� ur�o. 7. SEE COLUMN SCHEDULE AND WALL DETAILS FQR FOOTING DOWECS. 8. SEE GENERAL NOTES FDR ADDtTlONAL 1NFORMATtDN. �'� F��TIN�G �CH�DULE scAt� : rv.r.s. FDN WALL OW� TO MATCN WALL VERT REINF. �4 C� 18" M1N ALTERNATE NOOKS �„ 5EE PLAN � TfFiG �� FODTtNG 807T. Rf1NF, - SEE SCNEaULE 17i4 Footing Schedule PLAN NQTES. 1. S.O,G.: 5'� NWT Ct?NC. C1VER 6" WELL-COMPACTED �REE dRA1N1NG BA5E OVER UAPOR RETARDER REtlVF, w/ WWffix6 fN2.9xW2.1. 2. SEE Pt,4N FOR S.O,G, ELEUATlONS, 3. SEE S i. a- S 1.1 FOR GENERAL NOiES. �. SEE S?.3 - S1.& FQR TYPtCAt DETAILS. 5. SEE G1Vll. FOR PERtMETER DRAtN SYSTEM. KEY NOTES: � CMU WAl.� PER ARCH. 5EE GEN. NOTES FOR REINF, PROVID� rN1c�t�rrEa s.o.c. �E� r�p�c�� ra�rar�s. �z, GROU7 MASONRY WALL SOLtt7. DOWE'L 1NTD FOUNDATION WALL w/�4 Q 9 6'� o. c. VERT. Q NOTCH WALL FOR C�LUMN BEARtNG. SEE 6fS4.1, �ja CRANE FO�TING: i8'-D'"x18,-O,z4'-6„ TM1CK. T/F7G = 86'-8", R�1NF, w/#8 C? 98" a.c. T&B. �t � � � � � � L SG'ALE � 1/8" = 1 '-p„ 1714 PtAN� TNESE DRAWlNGS �i�E TO BE USEL� IN CQNJUNCTIt�N WIiN TNE ARCHITEGTfJRAL DRAWINGS QN THE PROJECT TO CLEARLY DEF�NE ALL Uf THE REQt11REMENTS �OR THE CONSTRUCTION. WHER� CON�"LtCTS 4CGUR, CONTAC`T A�CHlTECT FOR GtARIF1CATlON. �; �� i �T�� �; �� . ,. 1-,'��f.Y�� � s'i[."'� Cl�►! f. t ASSOCIATES , .KL+8C�.1�2c. Structural Engineers & Builders 4&12 V"l. Eisenhower Bivd l�oveland, Calorodo Sfl537 pn: (97a} �s�-z4z6 e�: (s7o) ss�-a�s� Golden, CO Lavelantl„ CO FaEmouth, P�,A ,LIRCNITECTURE, Pl...AN(�ING, I(�TERIQR DESIGN .`^`�Q�'i �!`C�nCISCO Ofifice 625 Mc�rk�t Street, 14th Flaor San Francisca, GA ��-� o� Tel: 415.392, 4433 �ax: �15.392.4454 �ouisville Office 357 (uicCaslin �Ivd. Suite 200 �o�aisvil#�, CO 8C7027 Tei: 303.449.4433 F"ax: 303.926.�233 Avon �ffice .3� �fV. Q�YiChYriQrk SUite 220 Avan, CO �162Q Te4: 97Q.949.0899 Fcax: 97d.9�1-9. C}933 in fcrC�ResortDesign.com www.ResortDesign.com � « � Revisic�ns: I-16-C�'i �✓J9'a Gl� �-���-C�'i �G>°/a Gi> �-2i-C�7 �C3/ �C� �F-1C�-Ci�l` P�RMIT �a�T 6-JC�-U7 P�RMIi a�T - RE�U[�MITTAL �� ;� : �� ►t �. . � �� � . Date: N�V. ��, ���� Project Rlo: i'iil� Drawr� by: �N�' Check�d by. �.l�H Sheet: � � y �� _ Ci7 p=� ���� „ ' � � ABOVE; �� �ONI �� „ � i C38 ABOVE �� � t P=89k � C2 T � A�0 �5 C� 12 � P=59k �- � -- i -------DrG�.-G3C�-� - --- - - � 2 �� ---__ ABOVE -�9„ -�- .__ _ .�_ __ __� _ ___�_� _ � = _- _ ___��(__ WAY - SEE S� � S4.0 ` S4.0 C32 _P=��� ___l_�_._ _.__ _____ `,,� ---- i -----� ^ ' � ..��%7J�J�. �___ _ _ � � ���. I I I P� 6k Bk --_ ____.._._ � ____. _ � u _.� ____ . _ __._____ , ��.�_____ _ _____ _ _ �- r r _______ ___ ___ _____ _ _________________ _______-- -=r ------ ---------_ -_- „ � � � 5'-Q 1 2 � ! - ,�-- � � � � ro� 1 .;` „-� :¢� ; ,� � ��_��;��, __�_. ___. _ _ ___--__ __-- --jh ,% _�___ _ _ __ � _ � �%� / f� % i /�4 �,/ � � __�� - - � � -- � --- � ; -- ,� 3tk W 4X 4 33k t9k W24x55 ?2�2k .aJr. ? ____________ _ _ ____ __�__` � �_------- "' 7 I � ADD �5 @ 92" ; o.c. B�T EA ; 1 3 9 0 9 ABOVE WAY - SEE S4. � 55�3, 55.1 P= �k._C43 � �jSS'l� -- -- ` �Q � �__ _ �.__ _ __ __. � _ _ _ _ ___ __ � � _. _ � =-� -i--- � - - - - - !�i� � --- vm�e�---» _ °a----- - -- - -- -_t - 1Yi��-�-�7` ---- - ___ __ __ _ _ =- �-- --- 6 � 2 � � 0 SI,A � _�� N _ _ __ __, _ _ �� � -s5�2- - s� 2 '� � T/� � � 0 2'-?0" � � � � . __ ____ __ __�______� ____ ___ -- - - - - - --__ _ ____ . _,__ �___�-- - � M1 � � � � � n. � �,_9,� � � � � � � r � 3� � 55.1 ,� M � �. o ABOV C35 � � �� � � � � � K, � P=123 -•., --, -, t " 11 3 i � .��, � C � � �. �'�"�.` �. "' � T Q S3 2 � � � 55.3 a � �k 1 1 � f 2 M r. � 3�4" r. � °' °' � T3k 53k / ; t''i `�, � Y _ .,:� \, � o o � �" �' � Wf8 35 (12) � ,;�.;: „ � 9'-2 3j4" �� 8'-7'� � 8"-t l„ g,�Q„ � &"-7., � �,�Q„ N 3'-5° ' ' 12 r 10 � / S3.2 _ __� `�' �_._ _ � 10��"0„ t'-� 7i$'� ' i'-5 3/8° S3,2 l,�-.��. 2s i �'S:Z- _� �_ __ jl S�� __� _�__ _ ____._ _ �� . � . �! � \ n• � � � � � � ^ � � ^ ° I �� � � � ,� , �' - i �_�°� �^�_ � � � Wfix �18} � ( � tOk � 99k 4Y �1�� ?54 � � t2k W12x 9 �J6� dlik � � ,,� .�. , g � c, � AaovE ; � � k ,� � � � � � � � + 5'-g" � s3.2 � P=�9k � �� C31 ABOl�E C19 ABOVE I � ,� � O `^-, i,_.,, P= 956k ,� P-74k --. ,-. � � ,�- � � � � � i �= � � � � � � i Wl&x35 17 , t2� at�o �,� � � 2" ,� �. ,� � :� o. c. BaT EA " " � " � -� � �, WAY, �/ �E� � i5 � � � t'-t� 7/S" � � i'-5 3/8" � S � °�..�° 5'-7 5/8' � ' � y °� � S5. ? , „ > , � � � -& ^ ABOVE � �� 99' � 0 � � � � � � G 19 P=53k � � � ;�, � � �, /L�� 5� �. _ _ _ _ ' 49k �n W3Qx (36� I�l 45k � $3k " W { 18� OT j 94k W30x { i 6� 32k � » aP�� � g6 �.7 �� i i 12 � fi 1 � � � � �. " 19 �' � �' j�P�LA ABOVE i 5�,1 55.1 C30 A8Q i u 55.1 M C21 i P=8 AD[7 #5 1�l �%�, �, � P-59k i o.c. BOT EA �, g>, I � i „ WAY - E� 801/E" $/��� o o � �ri S5.3 r° � � m � p�� �?' 2�k �J.� Vi(�uc73 47} I tOVk � ; � )(�16 � 0 i6 x R T �n �' N h � N ^ �, �- N 2'-g" A80V � P=54k C4Q 2,> ��� ASOVE i LOPE 9'-3 5/8>, P=52k ! nnu�ar � �?�9fl1 (44) g, � l02 � - � � ,� i5-_ �.__ � _ � _ ______�.�---- V � d N 1 OPENfNG tN W21 � f 1 � 12x19 W10x17 {Pi) ' �f 54.0 I h � ,a�{�ti/F �-i 2dk j,5 20k �! ��� � 5'-8 7/8" h C20 ABOVE � S5,1 c,�'�' °, i �' � 4"-5 7,�/8" o P=97k �� Wt 7(i i) `r �� l � �� 15k � b 2fk � f � 4 � f ��-Q 4-� � 2 = 4�-11" i + � � 55,2 a i A80VE ; a 1 I �j � ' P=94k G15 �j�l2fpc44 (60)�' j ' � 2tk �'�. 26k� � � _._._._._. � OP23 � � � , OP23 �� � ' � __.,_ � o i �- � �� W?2x�9 � Q I�f � �- 55.1 ABOVE �� g � �,�x 3s � � �4 2., 55,2 � A80VE� �= '� � a'-2 �/2" � �=5�k �� � � h.. �.. �� � i 4 1/2" f 4 U'X �-L-_^.__._e�_.,,�,....�J ' .. � � � C13 ABQVE � �----- �------- 4�f2u I i P=242 i s 7 ; 6'-0° 4'-0" i s S4.1 ° z .° ' 9 �/2 i p ^ i � i� � � � ;�„ W2 t p�(56) t_.� 28x �-' j o � rv � I � OP_2 � ���3��_ � e� � �- "' -- � i _ _ A r�. ( � Jc _ _� j s /��� � �! %v�o 1% (t2� g� �v � � � &k f3 i 2'-it 3f4" ��plt,�S1E� ; � 6'-5 7f8" ; 9'-5 5/8�� �. 4'-9"4 5"-10" � 1'-P" f.--ex�x3/ � � i 9$ ' 11 f S5.0 C23 P� 6k � 22 �(4 �� - � ` � �- �\C�' 54.0 ' ` � �� , �a � N � tiN K � X �X a> � � � `'x 3 � � ��..�-=-�- 4,_5" 6,-6,� 2'- l C' I p e ( ' .� .SC �Y i � �. � 24k NYl�X3J� 1�? 35k ! 171k I h � ° jJ"� if2��� i .. � '-�"� �,_o„ �'-a �/s"� �'-a i � � �- I� � ° _� ° � p � C22 A80VE i�� � � � .� � P=5k i i ; ss� '�.__ w�_ j Wl2x 9 6 ��� �� co �8 13 --- �• i _°_� ____ � ��6� . �_ ��) � _� ^ .SJr_ � � � � v-v v- �� ABOVE P=36k W21x83 (63) - � /a'� 5'-� �/� � � � � _ N ?7x$4 31 "� � N � � ; k f � R '� 'v � � � N N � 3'-4 3�8" � q � � „� � � � X { � � � � LEVEL � k � �', ° � � R � � � � � � � II � � 11 � il II € ti. ..M.. �.�_.- N ��... .,N� V � U �_� �. U � I � � �, � 55.2 -°. -. � � � cb , cM"o c�xa c�xo 9� ,;_2„ •r` { h, 1'_6'• ,,-5�/ w <o 0 � � 3 � � � � � g9 ��g � ��p'-�F � N � i 7'-0" 6`_4" 3'-5" , 4'_7" � ��L�%W � S�� � � � 2'-�t ' -7" Ox22 �(4 �,_ „ 5„ �� � '-11 " � C23 A$OVE � s s P= 6k , ' � ABt�V , y ' 5 C23 pB E ABOVE g C25 �` VE� A= 4k �19 7-9 �'_6„ �,_6„ � C23 3k � � .,� M � � =5k � � �-� _� � � " - __ � I i � _ ____� � �s � � x; 18 s% r�}' aa � ssk w 4x7s (s&) � t sk �� 4ak �,� � � � �u �24xs (60) u � '��j �/,/��; � � �` "'` �� �� OPC� � 02P3 02P3 �`� f r u r u"� i ie h, i u h ^ ^. W�,,,, N( ' or ^ �� ;' ' ,,�, 3`-�6`� 3 -0 � 5 -5 � 2 -8�� ;d �. � h 7 (� 14 � � / ��,S,3/J� � / ,�� 4 � Q '�' � o 53.2 S3 3 D �f i .�.'f .:f ., ,.,. „-.. � ./, '" �S t . � � i � � �'n 3 � 3 � .. . :.. � ...- ,..:, � , � =:" � �-�„ � M 11 � � � � N � � M1 � 0 � ! 5 �, ?5 a S3..3 ,� �. � 0 h ( NIN � �{_ k _ N � � N � � � `a- � � � � .. . _ � �; G _--- - __ ___ 3 �- 4 �--i � --------___ �? _____-______ _ � 4 �.__ ___- - -_ _e_____._._ � J�'Jr..3 � �`V 16 - ° � 53.3 °� �--, �; I _ ,.�_ g � �.� y�_._ � _r___ .� __ w _ .� _._��. � � � , / �� y � �� �- - - � _ __� __ __ � �3 � _ _ _ ABO�E C41 ; ' ,' ,fk,� ;' �; ` 4 ^ j � � ��� �, � v. �� i i P= 92k � ��___._ S,�Z---�.-- ______ � _______�_�u_ _ __- - i -__�--- 53.1 � S3. t � _._�.�...� �� � � �� � � � � 55,3( � � ,� � � �- � i` i � � � I � /! _ _ �`` � � �' � I � .3 M � �` _*--- , ,., � ,,� �_____._._ � ,.; . �; z, -_ :,<.; - -' � (� ---- -�,3- ---- � � _- ( � . .. _ � � .�._ _. U ._ -_._.� fi � { � �� . �{�d�E 't � � � m Jc '� '^-- 11 I '�75k C28 � t � 53.9 � -& k `; �. " N U � � S3.1 �- I �r � i � � sc, oti o � o <v ; , � � � x � ABOVE C34 � � � 6 }Bx36 (15)� °' � '� � x �, � j r.. sza rrx � � � 9'-} 1 1/2" n, � � P=75k � � I � i� � � � o�, �� ABOVE e�$ 7'-6 3/4" � �� � � � � �, � P=79k i , � 7 -4 3j8 7 -3 3f8 &'-S" � ; , � � � ' ABOVE i ! A80 p,_g�, g,� _4„ � 2-11 3j4° P=15�k C44 i� � i C22 ABOVE . P=1 i k C26 7'-2" 5-5" 6'-5" � 4'-8" 7'-1 5/8" 6'-5 7/&" 1 9'-5 5/8" � "' 4 ~' � � �, , ° � ^ � �� co P=Sk � i � � Y � � � -� h h � � � .� � � �`-7" � ��x . Wt x19 � rrk � ' � - ��k - -was 7�i--(�3 � � ----sd�-� --��k ------- ----w-�Sxss (sf3}� _ �. _l_�_I�s��--! - wa2x s) /-=�ek----�� wt8x�9 ss --,�,---__________- 4q - - (7) � {�) - __-______ � �,,, ' i� Sk 28k � n `" �j � {� 1�,��„ � ao h",, � c� a r�. � 'ti:�'r i ry� 2» S � � OP 1& a �' � 1 � �-� � �n , ,��' � �� , ,. I � z, , ,� � ,�� � a S4. 0 � �- -- 0 i i 6-3 5/8 10 -3 5f8 9-10 5%8 � 7"- i 9" 1 Q'-0" $`-0" 5'-4" � 3'- 90" 5'-7 5/8 6-5 7/S 6'-10 1/2 7,-,g" � � ���, � � � 1_ �. _ _ _i � t '-�•� � �' ABDVE � 5° 2`- �" 1'- l" i � � ro N t i + �38 ` v- �. � w n. � c'"``o r. `- � P=35k \ � �, �-- `" � � x L, � A i `� \ �` ° � " NOTE: STIFFENERS ;: N i `� `� "' `` � � ! i ,�, �� U ^� k x x; 4N10xi7 (9) � X x i �eo�� � t o :� � nror ,v��Q�o � � � a�ov� � r4 a � � �i�% '7 � � '� � i Gk 6k {.�� f;�Q�C'� I 1 � � � � � � ! - P=28k � 55.2 � C35 i I P=76k N N �1 j�B �- � UNDER CO�t1MN. 12 � P=83k i ABOVE C27 , �� i � T l � � ABOVE 4'-9" , a" j s SS.�? '� � s k � P=51 k R •3 -� � �� __ _ __�..� C29 P� � _ ���X � �� �,'J�� { 4Bk � � %YZ 'J� �Z 1� 49k ___i2 _ � _ �_. ! ____ ? ,mm'3ry ____ _. ___ ___.___I ; _ ___�.._ ____..._ � ,�__�� ��`' ; �6t%� � 6 55.2 .� � j `ff���� � � � �w � � i S5.2\�,Q S5.1 b � � -. � � � � � _� i II�_ _____ ______ _._ - �� �Z�� �_ __. I 1�9k 6 W3 � 6 �$) N ?28 _ _ T _ � & 5 8" ----? -� � � --- ? ; 4k � W x55 ( J 6) W ?Ox t 7 (4) � _ - - - _ _ _ .� � �� � � S4.0 i ��P1� f m �. \✓� \.r 'i.� y -f4 �1c � � � � � � �F, � N} � Z o q 3Q � /. 0 1 � 8 t� n. 5'- J 5 8 � 5'-1 5 $ '� 5'-1 5 & � ^ , ��, �' � � ��.-- � /. I � � '�' N �"7 �� � N '�` �-Q.a tv jC .'i" % �`"° �? � ; 7 � �• / 1 � ( ) -_----_-____ __________- .--i o � 55.2 0 0 o r,, 5'-6 � ....� c� ^ � € W 10x 17 4 _ � � _ � _ _. _ _ _ -�----- - � _ �__._._ �_ x ..�'�_{) _ � ._ _� _4 _ _I_�.....� ._ _ � w � -. � � _,_.. N �_ C� � 1 � e _ �__ ___�_ ____�. _,�,...,�.,�,�.-. ___ _ _______ _.. _ ��P . _ . . . _ . ___ /:t} ,asovE �„ , 9��W � 4A-r ��s=J ,� � , fzr, R � � �, � 4 a � ltG� f � ,� �,,. Lr U i 1t � !J � 6 •-. N �'�V i�J `S' N � aYJ �S W i � i �.. � __. P=56k � _�,�:_a_��,! �\ � �4 -1 � � - r �/2 5 -t� r/2 � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .�_ � � ��nP� war_�� _� _.._. _____. , THE STRUGTURAL ENGINEERS 5EAL ON THIS ORAWING INO�ATES THAi THE INFOftMAt10N SH4WN AND THE CALCUTATKiNS PERTNNING TO THAT INF'ORMATION HAVE BEEN PREPARED BY QUAUFIED PEOPCE UN�ER THE DiRECTIQN OF iHE ENGINEfR-Qf-RECORD. iHE SEAL DOES N4T IMPLY RESPONSIBItIiY FOR INFORIdATlON PREPAf2E0 BY flTIiER5 NOR FOR ANY INFORMATI(NJ NDT SHOWN ON THiS DRAWING AND SUCH RESP4NSI$iUTY iS 5PECIfICALIY D�CWMED. �0�3yll�hf �� 2�Q� KLBcA, �nc.� ABOVE C34 p=1 ? 7k � i � ..°�... �. �, � � t '-1 " �. �- � i C41 ABCiVE 2 t/�'� � � � \ s5�2 � � �, � � � �' 1 P=29k � �� 1 } � n c,��' i� � � � � � E � 3�k C36 54. Q g�lA� � a,_ y�, � 80�VE C41 � � C37 ABOVE ;�� '� NOTf: SL �Pf iU 3 s t/2 54.0 i i =38k �� i S�.•Q MATCH S�.AB BELOW ( i i ���• PORTE CDCNERE; {+r r ' ` ; , i SLOPE WALL W/ ��P�ax.1 /2 ": 92" � JL��� W�tL Wj ? i � N ^�'' � N N j i / : DECK f„ PER FT ' ��_^ _____ _____ � � DECK f„ PER Ff _____. _ _----- _ __ . - - -_- _ _ �___,__ _ _ _ v _� . __.._ _._______ __4__------.-- -- --_______ _------------ --- ------___ .__ � ASO�E " g8� �0" C22 p80�kE 54.� ADD �5 (� 12"' P=1 k C22 � G� 1 � o, c. &OT EA � 1 I �,/���g Q ' WA SS.OSEE � I f / R tD � � � \ 0 � i�p Q ti 0 i +� ,-.. i t`S �� � i k �'ww � � � �____ �V 1� _� � G � � � . � � , �_"_._ _ % � PLAN NC1 TES: �, �p. Fcoo� ca�vsr.• 5 y2„ co�r�. sr�e, 3 �2„ n�wr coNC. ov�� �„ 18GA GALUANIZED COMP, DECK RE/IVF. w/ lNWF� 6x6 W2, 9xW2. t AND TOP REBAR OVER GfRDE'RS -- SEE 1YP DETAfLS. 2. REINFORCE EXTERIOR Cl}MP. SLABS wf#5 BARS C� 12" ac, EA. wAY sor. s�E � �/s�,o 3. SEE PLAN FOR TOP OF' SCAB ELEUATIONS. TOP 0� STE�L {� (-)5 �2�� FROM TOP OF SlAB U.N.O. 4. 5EE S1.D -- Si. 9 FOR G�NERAL NC7TES. 5. SEE S 1.3 - S 1.6 FdR TYPICAL nETaILS. KEY NDTES: Q L4x4x �g CONT. D�CK SUPPORT. SEE 12/55.0. 'z ADD �4x5,-0" C� 12" ac, TOP RElNF. UVER �IRDERS. SEE 3JS1.6. � BAR GRATlNG PER aRCH. � POLYSTYRENE FILL, SEE t �/S5.2. ��e�rv�: fl�c� o���N�rvcs �ER �/s�.e. Q NEAW UQUBLE ANGLE CDNNECTION. SEE 6jS5.2. `�i DDUBCE ANGL� CONNECTtON TD COLUMN. SEE 13fS5.3. �9-80LT SHEAR TA8 WtlH f�" �L AND 5f 6" DOUBLE FtLLET WELD, � � j � � _ _ _ - -- - __-- -- SCAtE : 1 f8„ � � �_�„ 17�a �tar�t iHESE DRAWINGS ARE TO BE USE17 1N CONJUNCT1t�N WITN THE ARCHITECTURAL ORAWINGS �N TN� PRQJ�'CT TQ CLEARCY DEFJNE ALL OF TNE REQUtREMEN�S f(7R THE C(�NSTRUCTI(?N. WNERE CQNFLICTS OCCUR, CONTACT ARCHITECT FOR CLARIFtCATfON. TRIT,�l1�P� D►EVEL+I7PMENT RES�RT DESIGN� ASSCtGIATES { KLt�CA In�c. Struciural Engineers & Builders �1412 W. Eisenhower Blvd Laveland, CoiQrado 80531 ���� Pn: {g�o} �sr-24zs Fa�: (slo) ss�-z�s� Goiden, CQ lovei�nd, CO Faimouth, �f� ��c�irECT���, P�AN�lI�JG, INT�R(C?R DESIGN SQCt FI'C��ICISCO offi��e 625 ivlarket Stre�t, 14th Fioar San �rarrcisco, CA 941 fl5 Tel: �-15.3�J2.4433 Fax: 415.392.4454 �ou�����i� af���� ��J� {1%ICCC7S�li"1 SGVE�. Suite 200 �oui5vi(le, CO 80027 1"e�: 3a3.a-49.4�-33 �- (_ �ax: 3Q3.92�. 5233 AvQn Offfce 30 W. BenChmark Suite 220 t;van, CC? 81620 Tel: 970.949.0�99 Fax: 97C7.949.0933 infaQResortDesign.eom wv,rw.ResortDesign.com • � ` Revisions: I -16-U`�' 3D% GI� �°��-Ci"r 6Ci% Ci1a �-.�I-G?7 GiC�°lo ``.C7 �F-It�-C7� P�RM{T a�i F�-46-c�i F'��Z.P�1{T ��T - REaUBMiTT,4L ����.� � ���� � � ��'�`: �� ����� �a ��; ��Y 3 120�7 ���<`�: .,c� �> . • �`���fiNAE_ ��`� Drawing Title: I �� ( �� X �� � ���� �� ���� aafie: Nc�V. r��, �pr�� Project Nt�: T{°il� �rawn by: �N� Checked by: ,��N Sheet: � 4'-� 5f8'" � _ i I 55,� � k t t E, _� _._e _ _ _�'-1�„ 14 _._ � _ j � -_-- - - - S-�: t3- _____� S5-0- .V I N O � �7 O�PS I i _ _�. _ __ � � � __ �.______ _� __�., � �,__ _ � _ __ 12x22 ._ _� 6x W 1 Dx 17 (11) sk � C°' -._.______ �� 2� k W 1 S�1 {23} � i3k � �� �.. � � ^ � � S .0 a S 92'-2>, �, v� j � I W92x2 W12X22 � a' 4�-5^ 8�-6" 4 � �,� {LOW) � � J ,ry� aWt6x3l ( ) � =1-]/2�t� u 19k � �°tlk �`�� 4 � OP9 OP11 � '� � o �„ � �a � 55.0 � wr cur F� M � �, ' N � p WtZx19 � � ��Q ! - a ' <v �, � SI.P� �„ g�°Q' _.___� .__�____ , __� � _ _____.________ � _ .__ � � Q � � _ � ' � ��" 4 ivl �X � 9 �$,� I N � . . �4x �'' tOx22 26 c-1-t 2" a�k t2xt9 j8) i � � � i I � � i t � � �� rzic � t�x 19 26 c= i-1 4" 12x ^, ldk 5 55.3 J�SS6x4�c_t/4_ 6k 6k _� � ; � �- � 7k �� � � G X.._� r � .... _ _ � 7k W8X21 (P 1){�� 7k 0"� ^ z" � i`�,, 3'-3 3J4" I r�``` �`, j` ��Ui � k� WT CU1' FRO � .:... r i 55.0 � ; _-t_ _.___. _� _�___ �� -_---�� ,, - - - -ao -1 i't�F�t-? . . 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"' 6 ` _ A �� ° -- ----�- � _____ ._____ � ______ _ �.� � ___ _ � S3, t �� �� /�I S3,2 � n� � i � F � � ��, � ' � � ��-��� � � � /i 1 �_ _�: sk wro�» {t�) � gk :' i � �� � �4k wz�X2 (,�) �=r-t/� �, ,�� sk � w�oXa� (a.�) �� 1 � - 5 _ �_____. . . �: �' � ; �>> _ � _ _ �__ � g ._. � _ _ �. _ __� _ _ _ � ' �� s � .� Q � C � � � 3 � Q � � � � � ,� � � .� � . ;� � � q 4 �° stc � W t Ox 17 (1.�) 6k # S3.1 ( ; S3.1 ; , � , ,l 9,_0�r ,-9" € � 3'-S'� Q„ Y 7-6" jaco X ( , Wf2xt9 (16)u � C � s� � u W92x35 (58) c=3/4' u�3k , tak u W14 22 (56) c-i'" �gk N, sx Wi0xt7 (16) stc ~ OP17 OP 1 � _ �p 0 16 p tP 6 � (�� � i ; , i� ca � � [ \ ' 8'_8" t 3'_ l0'� `� � o , N a, �, Q � ��� I t sxs �(�o} c- " a�, ' C45 A�OV�' oP � 0 9", P-92k w� � - - -- 'sk sk, Q �1 � Y 1k THE STRtlGTURAL ENGtNEERS SEAI ON TH15 ORAWING INDiCAiES � THAT TNE iNFORMATIQN SHOWN ANQ THE CALCUTATlONS PERTrUNiNG � TO TNAT INF4RMATION HAVE BEEN PREPARED BY QUAIIFIED PE4PLE � UNDER TNE DIRECTI4N (?� TNE ENGINEER-OF-RECQRp. tHE SEAL j OOES N07 IMPIY RESPON5i�L17Y FOR INFORMATION PREPARER BY �'d�yft�h� � G^(JQF� OTHERS NOR FOR ANY 1NFORMATION NOT SHQWN ON TH15 o�awwc r�o sueH R�s�rras�aiun �s saECiFicw.�Y o�cu,ir�Ea. KLBtA, �nc. � � I � � � ° 1'-9„ i ,� � � � ��_2�� $�_��� � , f `-� i � t lk � W 16X.3 �2� tal �t�kJ � i�,1k � �, ` � OP19 OP 7 OP19 � � _e� . _ � � � � ._______ -.._ _ _ _� _� � __ � �__.. w�oxr7 (s) � � '"� � s ____�_ ______ ______ ___________________�' y„ � � N 1 �___._ __.__ _ iQk " � "� �'V 1 �XZ� Jr2 Q�k OP19 � 1 -C--46- �P�39k � -__WIOx-�.7- 14 - S5. t� u wr2x2s 5s c= i-r/z" i u � ,�� � , � � z"-2" � o� � "' � ,,' ' � � OP 7 4P 71 � OP � � C° ,t ad' 3" { N "' ;, � s � � �`' % 2tk �kYi6 3i 56 C=?" 7R W}Ox17 i� "'i Jk i � � 1'-6" � ' r---i rt � za ; y j , f3P27 � 0�7 � � , : , � � � i �, i �o � _-__ W ��2- �9) c=1� m-t f 4„ � --��� M � � �-� � - �r --�____� _ _ �� �� i . � ��� � . �_ � � � � � � o � � a> - � _. � "'� j � � � � 4 � f � � ry d. � "&k W iOx 17 (15) � 6k �, � � � � sa W�k9 i7 (J2 sk $x Wi0x17 t6) -tA� ' , W?2x99 (29) c=1-l/2" t2k � lf � N °^ i . � � c �, � � � � � n � �� &k iN �2X %� 6k • � �. p ' 4 x `�-� ' � �n � � cy 6k � W tOX 97 { 1�} 6k ��� �� � °I �' 6k W10 17 (12) 6k " � � � g � � � �� wtz�zs (zs) �= r-i/z" �' �ak � s� .o �, ek w�ox�� (��} k x i �� 4 � � � r. � „� � (� 3 8k W JI�; 17 i2 6k a� `- \ 6k W 12x 19 �1 � 8k - WT C-t�7- _ _ t .�_ � ___.__ :peavE k � C° FROM � � _....---� --_- __� 4 � _ I C47 p=34k � w�2x19� �, ^ W92X99 {i�) 6k -6k WJ�x3& 4 93k ? � r2k" W12X19 (16�'' � t�k � - - _ � � � �.°' e 14 � Q �s �:� i y1�'b�' � 'BOVE C47 ! � � `= S5.0 ' � _ __ _ ____� _ ,��k - - . -1 _"' - .- ; ss�- - P 53k ______�____ __ _ � .. _ _ __ ___- � �__. ____�_ N � W X L W � � �� i�. ; �� 9k W lOx 17 (} 6} 9k _ __�. __ __ _______ ._ _ o � �_ � � �ok � w�ox17 15 Tak� � �ABO ' C47 , �. � � P=34 � �' �� ' � 55., � � ._. �. �r w-s f.rr\ .,.. 1 I -;- g» g�, � ' � 7k Wl�Xi7 j15) � 7a ��` I ___� _� _� ____ � s'_ � �/�" � �� 55.0 iE t'-0 9 �'> 4 R ( �N�� N) p� i �v � � � � \ � i � •t . �__j � � � 2 / ,�- % ___-� J� � � _-- � ._._._._._.W..�__._ 1J ___ _--- 7 _ _ ____Q ___ ___ _______ � �s i c o � � � a� ,- � 4 � i "�- `�. d � � � _�i _ _ _ _______ � � __--- � l � � �_____�_�_..--_ __ _ _ _ � �_----- � � � � \ 0 "u�� � i � �" i � � I h I � � M . � � � . ------ � 7 � PLAN NOTES: 9. Tl'P. FLUOR CONST. 5'/2„ COMP, SLAB� 3 Iz° NWt� CONC. OI�ER 2" 1$GA �AL UANIZED COMP. DECK REfN�, w/ WWF �x6 W2.1 xW2.1 AND i0P REBAR DVER GIRDERS - SEE 7YP t�ETAlLS, �. sE� ��aN FaR Top o� scae ��EUariaNS. ro� o� sr��c r� (-)5 %" FRt1M TDP OF SLAB U.N.O. 3. IYP. RDOF CONST: 3t' 18GA PAlNTED RQOF DECK ON STL �3EAM5. WELD DECK TO SUPPORTS WtTH 5f8'�� PtiDDLE WELDS 1N 24/4 PATfERN �WELD EA. FLU�E). WELD SI�ECAPS t� 24" a,c. MAX. 4. SEE PtAN FDR DECK SEARING (B/ DECK) ELEI�AiIONS. 5. ALL RlOGE, UALLEY AND H/P BEAMS, IN ADDIilON l0 ALC B�AMS PE'RPENDtCUtAR TO ROOF S�OPE, SHALL HAVE BENT PL4TE SHOP ATI"ACHED FOR ROOF DECK SUPPORI'. S�E TYPtCAL DEiA1L.S. 6. SEE 5 �. Q- S 1.1 FOR GENEh'AL NOTES. �. s�F s�..� - s�, s�a� r�P�cac c�Er�ics. KEY NDTES: QCONT. DECK SUPPORT ANGLE. 5EE 12fS5.i1. � REBAR RElNF: OVER �1RL7ERS. SEE TYPJCAL DETAIIS. � � � " 8NT �L SLAB EDGE. � NEAYY DOUBLE ANG�E CONNE�TtON. SE'E 6/S5.2. '� D�UBLE ANGLE CONNEC170N 70 COLtlMN. SEE 13fS5.3. SECON� L�VEL F�A�IN� FLAI� scAC� : �/s„ = �,_o„ I714 PtAN2 rH�SE DRAWIN�S Af?E Tt� BE USED IN CONJUNCTlON W�TN THE ARCNtTECTURAL DRAWINGS ON TNE PROJECT TO CLEARGY t?EF1NE ALL OF TNE REQUIREME'NTS FOR TNE CONSTRUG'TlDN. WNERE CONFLICTS OCCUR, CONTACT ARCHtTECi FOR ClAR1FtCATION. 1.�1V����� DEVELOPMENT ItESC?RT I}ESIGN�� A�S 0►CIA.TES :;. .K.�,iX,A I��ZC. � Strueturai Engineers & Builders 4412 Vd. Eisenhoveer Blvd I�ov�land, Coforado 80537 �n: (�70} 6s7-a�z� Fr�; (��o} ss7-a4g� Gaiden, CC} l.aveland, CO Foimauth, MF R(\�N���C�Vr\�y PLA(�NING, INTERIOR aESIGi� San Frar�cisco Office 625 Mcarket Street, 14th Flaor San Francisco, CA 941 t75 Tel: 415.392.4 433 �ax: 415.392.445� �ouisvil(e Office 357 McCas3in �ivd. Suite 200 Lc�uisviile, CO 80027 T�i: 303.449.4433 Fax: 303.926.5233 Avon Office 3C? W. Benchmark Suite 220 Auan, CO 81620 Tel: 97C1. 349. C?899 Fax: 970.949.0933 in fc�C�ResortDesign.com www.ResartDe�ign.cam � � � �� a� r� s... 0 S O U� � n � � I``� } � Revisit�ns: I-16-4 i �C?Ro GD �-��-�°t �t�i �;� �-2 � -oi �C.�� C.t� 4-ic�-Gi"� P��:MIi 5�i h-J6-C37 F'�RMIT S�T a R�SIJBM I TT,�L � . ,s, ► � �, �" '�iu � � ,#� � !: � � �it"C7W11"IC� �Ii�2: I �I Y� �� X �� � � ��� � I �� ���I i Date: Nc��r. ��, �C��� Project No: i"I'71� Drawn by; � �N�' �h � c k e d b y.�.�._.._. J�� sh��t: � \ � � � � � �a- � B � � j ,�- , . 7�-� �f�n L 10�-t0't �" �� /� � It �I� `� N i r r'-7'� ___ � i ________-.._ ___L_ ��. __..��.�_.___m_____'_.....___�_' __ '._..' �'_ _ _ ____'_ SS.Q _ __ _- �3 � 4t'-i0" _A__� �_ _ _� _�;�_ � ______. �__� -- -�. _._.�_ __ � sk wsX2r � sk � _-_- 5��.� �� 4 ______ �� ,�_ 9 i a � __,_. �W.L�Z�_� �� �� � i � r2s'- t r r j.�" I r t 9,_�„ ; 8'-2" � 5,_4" 15- l f 1/2" ; � 3'-19 5/16° 17`-6„ � � � S5. 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THE SEAL , DaES NOT IMPIY RESPQNSIBIUN FOR INFOft1MTi0N PREPAREP BY ' OTNERS NOR FOR ANY INFORMATIQN NOT SHOWN 4N TNIS ' DRAWMG AND SUCH RESP(7NSi8lLiTY IS SPECIFiCAl.LY OISCUTA�£D. Copyright � �OOF� KL&A, tnc. � � 4:) � x4x � 2 �.� E C54 s 5.3 �_ ! �y4 � 0 � M1�IN � c w _�.._ R .__. _ "cv �, 1 N � ,v. � � � R � aa I � � � �I , �`��' �' / �' ��..._ ;. ____/ ____ _ _____ �.1 _ __,, \ it \ �f. �� �� ..-� +.J ! ____.___�_ � ___ __- � _ � ___------ - � � � � i �- � k � � � �LL � __ ___ __ _ R _ '� ..��-_. i V � I �v- - ______ 19 h � 0 � 0 F � � 1L ___ _______T_ _ ______:' �� ' �' � `��.,...,, � _______._____� "� _ ___ _., t 1j k I .. T "? �_ _- � t � x � ___ _ "7 _.._._._ '��., � CJ i� � � � ____-�_ � 7 PLAN N01"ES: 1, TYP. FLOOR CONST.• 5'lz„ COMP, 5LAE, 3%" NWi" Ct1NC. OVER 2„ 18GA GALVANIZED COMP. DECK. REINF w% WWF 6x6 W2.1xW2. ? AND TOP REBAR OVER GlRDERS - SEE 7YP DETAILS. 2. SEE PCAN F(JR TOP 0�" SLAB ELEUATIQNS. TOP OF STEEL Q (-�5 %2'A FROM TOP OF SLqB U,N.O. .�. sEE s�. a-� s 1. � Fo� c�n�E�c n�ar�s. 4. SEE S 1.3 - S 1. 6 FOR TYPtCAI DETAtLS. x� �varES: � CONT, DECK SUPPURT ANGLE. SEE 12f55.0. � REBAR RElNF, OVER GIRDFRS. SEE TYPtCAL DETAiLS. �'�f 6" BNT R SLAB EDGE. � NEAVY DOUB�E ANGl.E CDNNECTlON. SEE 6%55,2. � DOUBl.E ANGCE GONNECiION TO COLtIMN, SEE 13/55.3. , THIRD LEVEL FRAMIN� PL.AN . __ _ __ SCAI.E : 1/8„ � �,_ p„ ? 714 PLAN3 r�aESF a�awrrvcs �aR� ro e� us�v lrv can��un+erioN wirx iHE ARCNfTECTURAL DRAWINGS ON TNE AROJECT TO CLEARZY DEFINF ALL (1F THE REqUtREMENT5 FOR TNE CC}NSTfi'tI�TIDN. WNERE CONFIlCrS OCCUR, CONTACT AF�CHITE"GT fOR cu��rF�caTionr, i� i i ���� ,��A i'� � . .• �����w�■�■� � �� �� � ASSt)GIA'TES � � KL�C'A Ir��. Structurai Engineers & Buitders 4412 `�(. Eisenhower Blvd Loveland, Coiora�lo 80537 Ph: {970) 667-2426 FraX: (974} 667-2493 Ga�den, C4 Laveland, CO Foimouth, tt3� ARCHITECTURE, P(�AN�IING, I�1TERiC�R DESIG� Sc�n F"ranCisco Office 625 Mc�rket Street, 14th floor San Francisco, CA 941 Q5 Tel : 415. 392. �-433 Fax: 415.392. �-454 LouisviPle Office 357 McCaslin B(vd. �UitE: ���} Louisvil�e, CO 84C}27 Tel. 303.4-49.4433 Fax: 3d3.926.5233 /�VOI`l ��C�ICP, �0 W. Benchmark Suite 220 Rvon, CO 8102(� Tel: 970.949.0899 Fax: 970.949.C�933 infaC�Resort��sign.com www.Resort(�esign.com � � �a Q� o� I �o I Q � I �� � �.� � � � �� � R�visians: I-16-U`T �aC79'o GC �°��7°�7 ��1°/a C,.I� �-�l-t�'7 �l�°lo Gf� 4-IG7--Ci"1 �='�RNIi a�i �-aF.�-G7? PERMiT ��T - i�,� aUBM I TT�L. ��C� L���� . � ��}� ���''� �'`�� �� o� ����� :�; `�.�`°M�� � i Z�o�.°��� ��`�°�'�'tCi t� A�- '"��� S' Drawing Title: �� � � �� X �� � ������� ���� �a��: NC�V. ��, ���� Project Na; i"lil4 C?rawn by: ��1� �hecked by: .J�.H� Sheet:� � \ � 'm � ua i u7 � � ��_ ___�__ �} � � I � `� ii �. � _� I f � 5 � ; � ; j � I S5.3 � . � � ABOt/E ABOVE ' C56 �=_,3" ___.__.__ � C58 � _�sssX4xt/�-- � ---.___ p=23k �-- - --- _ ____. .____.___. __ ;___-._ �____ � -„ s � 6k fik � �o -- ----_ __.�_____. _ _ _ _.�_ _ �_.__ _�_.____ __�__ _ - �=��C. _ � -_ ____ _ __�.__a_ _ ; 51k ( _ __�___ ___.Q�_ _� �'-1a"- ---- -s'.2" - ----��'-s'=----__,� --� � .____. _ _______ 14 � l4� � �' T� 1N �, s,� a9 �b � ---- - -' ---- -- S5:-0_ _ - - ,' - WT CUF-�l?OM-- _____� ____� � ��.3 .� - _� _�_..__ �-- `� PQ 8 ° � � � �-- ' W 1j2x 19 � � s ; 3 � � � -- " -�, , � I _ i % � ��- j - - __ __ _ _ ___ __�_ !'. _ _ _____ __ t __ ;�, _-_. _ � � m_____ -____. _ __ � _ _ ..____ �,a, ._ ,,, _ ' ° ��-7 3$�� f�i3�UE 0 �-- � � $k � �f�x � 7-.. �$� 8k idx;��� � 23k W I2x 1����f��l3k rn� 3 6 i0X17 11 & c� x x C`�� - N &k i 8k .� ' " �� _ r F`r ,�, ,� _ _ _ __ __ _ �.. ____ _.._ � __ ---___ � ____._ __ �_ _s _ �_r/_ �___ { c�, � . _ �__ o s^ � P--��--_ k _�.__ � ______._ � _ ____ -�-- s � N � � ,/�B�U� 4 � � � � ,o � � x � ^ �y , � c5s �~, a wt4x a zak � � �- ;� � � a 3'-0' �F=1 t1k % 0 � /��Q�J� �P 7 Q 16 / \\ ' �i `�.,, tlk�1�X 1' 9 ttk�" i0k w�}7 �� 70k- -- �rJ% %�-j" $�- / V i to I X � t_"'i O• �� P=20k .� ��� ABOVE C55 � sk w�Ox�7 (i8) sk � a � � , � , � � o� C . 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OP2 � � ry X � � � �� Q � � � t° � � � , � ° ° t) (1 1 �,w�zxt 3s r:x sk w��2 �s s sk wnoX�7 � � �<;�, C� -- " I , 6k 6k � � Sk 6k � t$k ��T4X3$��44� �� 4 l���Oa2x ��`� t�t�1"x�7 (1 23k �� � Pf 11 I 7HE STRUCTURAL ENGINEERS SEAL ON iHlS QRAWING INdIC.4TES THA7 THE IN�ORMATIQN SHdWN ANO THE CALCUlATK1NS PERTNNING Ti} THAT INFORlAATIQN NAVE BEEN PREPAR6Q BY QUAt(FI�D PEOPLE UNDER THE OIREGTION QF THE ENGINEER-OF-RECOR6. THE SEAI DOES k0T IMPLY RESPONSfBilI7Y ft�2 INFORIMi10N PREPAitEQ BY �Of�Yr7�h � Z�Q� OTNEftS NOR FOR AMf INFORMATttkd NQT SHOWN ON TNIS QRAWING ANq SUCH RE5PQNSIBI�ITY 15 SPECIfiCALIY D�CIAiMEd, KLcYCA, 1!] . ( ��8 ABC}VE P-2k 1+-7" I 72�Jr-rr �..��._.. �.._�� „., _�=_ __ _ `---� p _ __ _ fi'` k r. i � 8k �� � �t7�22 ____ �� � � F � f � � � � ___ �_ � _� _�__ 7 55.3 � 3 i sx wtzxt9 sk $'�• � � 1 \ . ,� ��� � n a � + u o, h, � � F i31�°0 4-8 � � C57 P �k��o � �o `° �/ ��� 2"-�'a `° � i f � � � � � � �ABDUE Q -- -- - 3 C55 , 2 ._ _ _ �=��k � 2tx Wf4x34 , 5tk ttk lOxi7 (1 11k I W� Ox 17 (7 i � � ,,..,� j &k ek '; (i9J 5 � ._.,�&) 5 . � I � `'' C64 ABOVE � �' �' � � ° � �v- � � �' � P=95k { ° k � ° ;,, � xi E �! �, � °° � E„ � € � ��°��� � [ � o � N q��l/�' � � 2nk Wi4x34 (44) �� 53k rrk WJ(1x17 {19) �rk C61 ==�33k ��Ox}7 (7) � OPt ( � � ���...._ 6k 6k . ; � Q� C a� �; " „ `° , S3.3 N 3 N;s � � � N I pW3y 31k W 1&X�i7 ��(44� 62k � �"'� _._..� -�_..._. ...-----7 . ------k _ �-- f..�_ ,� ,'�,` �;<�. ;;: �\ � i� � � 1 � ^ f ^"'*. W�lOX17 (7) •`�; � � �`�.,�/ �, �/ ; ,� Sk 8k rn; `� ' E �° � �' � � ` 53.3 ° � � 53.2 `O % \ � � � � �/'� � � � ' � fi5k WSx2$ �7 c=2-1 4" 15tc � : ! -- � , .f =:. _ _____�_ _ sk ��.�____ /� ____ � _v. _._ � <��3 :... � - " _._ ' __�. 6 �!�� _.S ____ � � --- _______ ____ �-- - ------- �,��___�_ � � I �. � :S3-i- �\ 53.2 "' � i / ( / \� o i ,;,y i � �-- r \ � sx wtDxl7 {? �) src � � � � � � E , rn as � a ^ ..., w <, w,� �.. � ,- :� � . ' � x�� _ _ _�. ______ - - ,:: . _,u:. • �� � �� --------_._.__ __ _ _ ._ _. � _ _- � �_ � _ ;_-_ � -- ,- 56k � s� �r} _______ k � � � �, �� � � 1 � S� .1 � `,.�,,,' � N � y ' S3.1 6'-7" 3'-10" � 9'-10" � � M ABOVE G61 ABOVE � P=43k G63 � � � sk Wi6x26 r2rc � P-3�k tOk W!0 i7 (22) c=3/'4 tOk Bk W12x19 8 I k u W�6x31�0) u, f3x �Q � i ����� � aPis op�3 oP19� t'-9" '�` � ; ! 5'-i t" 7'-4 1 j2" � l SfE S2,5 FOR � � � �; , „ , „ , „ , „ � `, , �-o» CONilNUATION OF �o �c, 8-7 3-10 4-8 3-3 �l � i ! R00� B�AMS C1 i --� �a, a, t2tc u �Y18x31L.(�Oj u u k \ ; / n i 14'_8" � r°� n r-i n �/ Q�� - QP16 OP13 OP19 flF17 OP19 1 � ° t Wt6x31 6 c=3 4" �ak � �'-��" ll -��----- � � 4 it 1`_9" � 15�_�,� � �'� � '� �_____.__ .__. ____�._ _ _, ,� ------w-r t- (-sa) c-��'�" -_� � _ � �, 15k � W16x31 {6 c=3f4" t� OP71 0�P 9 op , � oP � wr cvr ����r ° ,� � ° W92xJ9 ` ��� � � - � -- � i 1'-s" o f� i � " � � � 7���_a" `� �., � 3�-�N ��a�-���� � �� � ,> � "� cw Sk W 12x 99 6k . �, � `� "(/ S� J�-9° a3x W16� 60 3 4" , !( r� , � �� � �,,3u ��_�a, c` 0 9 qpt 0 19 � � i�`g�, � � t7� Wi i (52 � t�a u, 15'-2„ ��r-�-� 4P19 OP1 OP9 �, uW?&x26 (60) t� ` � w�dX�7 s _ _�__ � ___ �___�� ___ _.�__ _ _____. aF���., � �° � � � o��� -__ Q ^ ���-�w � � Q -'c Q O � \ `�' , „ 8 Wf6x2& (l5} sk ° °' � .� _ _ � �.�.. _ ___� __ _ _--1-9--- �i-�; __ X ---__ �� E ; � �� k � � � p�� � � oo ��.�,`ti isk � W 16X26 (52� \ . � °' � ^ � � _�____ _-{_ _� h, � � __ _ _ �r�6- T- _�_ ^� OP 19 { "i' W 9 0x 17 A80YE ��� � � � _ � _ - 14 � �-2�k e:_ __ _____ �y.�,�� � �. �__ _��� _ 3� 2'-1 t1" 55.0 �, �►r sx wsx2 � sk �� � � � -2 � ��$ �� n 2'-�'�0 5/s„ � i ; f ---�- ________ _____- ____ _ �I � I ��� � �CUT ! OPENING i 1N WF X .� � co � � � � � 7k W 1�x 19 7k �z9'- r a / �, �-. n �/%Rr-,�.ix � � ( � , i __ E � 1 i r-, � L4x4x3/g •i 0 � i � �-__ N � �_. _�- _ N q 1 �v R \ � i � � k \ oa �� � �. _ � ; , -- � �' ---'� ______ 3 4 _ tJ _ ________ � ________ � _ _ ----- � � i o ��n- rn ~ Ci �r-._W 1J .r I _ j � _' _____ _m _ _ __._____ __ � � � �r 1 'b- _ __ _______�__ _ � 1 fi \ c, I � .�.,. � �i � �Ox W 2 J�k �„ � � �+?� � � _..._�v _ �_-�L�� ------ � ___�� ___ __ � _______ _ � N � � co � � � 12xts W92x1 � � � �¢ c�'� 6k &k 6k 8k X 6k W12 9 �rJ..� 6k � ,�'` �, � � � � s lf/ � � � � � � � �� � Sk Wi2x486� 6k W1._2xt9 6r� �,\ry � � � // � � � 6k �� r YV i2 9 � 8k --- -- - --_� _ _ A___ _.__-_._ _._�..�,��__ n. .� k � � N � &k Wt2xi9 sk 6k W12x19 ¢k __ �� ! � � '"'? -- � `� 'p �� � 133'-1 �" � --- -_v_ � � �_____�? _i___8/D��-@ RlflGE-------__u_.___ "? � � � � 129'- i 0 % �, rok Wt 19 t k BjDECK ' t; _�___ _ ____ _��______ 1. _____ ___ ---__�____ 137`-'11 " �/PE K C� R1DGE i � iti a M „._._�.__ � � �� ,�,.. „"",. �� ►--G �� � ---� �� + _______ � � Pc�n� ruaTES: 1. TYP. FLDOR CONST.� 5 l2" COMP. SLAB, 3%2„ tVWT CONC. �1VER 2° 1E3GA GALUAIVIZED GOMP. QECK RElNF. wf WWF �x& W2,1 xW2.1 AND TOP RE�BAR OVER Gt�'DER5 - SEE TYP l?EiAILS. 2. SEE PLAN FOR TOP OF S(A8 E�EUAiIONS. T4P C�F STEEL t� �-}� i2° ��aM ro� o� s�+� v.rv,a. 3. TYP. Rf10F CONST.� 3" 18GA PAINTED ROOF DECK ON SiL B�AMS. WELD nECK T4 SUPPORTS WITN 5/8"� PUDDLE WELDS (�f 24f4 PA77ERN (WELD EA. FLUTE). WEL� 51�EtAPS C� 24" o.c. MAX. 4. SEE PLAN FOR �ECK BEAF�ING (B/ DECK) EtEV;GTIONS, 5. ALL RIQGE, YALLEY AND N1P BEAMS, tN ADD1TtON TO ALL &EAMS PERPENOIGUTAR TO ROOF SLOPE, SNAIL NAVE BENT PLAiE SNOP ATIACHED �OR ROOF DECK SUPPDRT. SEE TYPlCAL DETAtLS. 6. SEE S 1. D- S 1.1 FOR GENERAL NOT�'S. 7. SEE S 1.3 - S 1. 6 FOR TYPlCAL DEfiAlLS. KEY NC�TES: �i CONT. DEGK SUPPOR7 ANGLE. SEE 12/S5.t7. ?, I�EG'AR REtNF. OVER GlRQERS. SEE TYPlCAL DETAiLS. Q LlGHT GAGE WALl. STUDS TD H1GN ROOF, � sco�r�v� �fcNr c,�cE cow �oa� sruQS, s�e �/s�.o � s/s�,o. Q HEAVY DOUBLE ANGLE CONNEC�tON. SEE 6/55.2. Q!lSE DOUB�E ANGLE TYPE A3 EMBED, CAPACtT}' wjW 16x67 = 65k. Q DOUBLE ANGtE CONNECTlON TO COLUMN. SE'E 13/S5.3. , F�tJRTH LEVEL FRA�ING PLAN SCALE ; i/$'� = 1'-Ot, 179A PtAN4 r�ese ��awiNCS ��e ro e� usEV �rv cor��u�c�ooN wrr�a 1"NE ARCHITECTURAL ORAWING5 ON iNE PRUJECT Td C�E'ARLY DEFlNE ALL OF THE REQUlREMEN�S FC}R THE CONSTRUCTIC3N. WHERE Ct1NFUCTS OCCUR, COIVTACI' ARCHITEGT FQR CLARIFtCAT!(7N. II�II 1: 111 II� � I� � � • • i � ; t � • . �i� �' ASSfJCIATES a; KL&�:Inc. Struetural �ngineers & Builders 4412 W. Eisenhawer 81vd Laveiand, Calorado 8Q537 Ph: {974� a67-2426 FAX; (97fl) 667-2493 Goiden, CU Lavekand, C4 �elmoulh, P�A ARCHITECTI�RE, P�,������, I�1TERi0(� DESIG�! San Francisco Office 625 Market Street, 14th FIOOt" San Francisco, CA 94105 Tel: 415.392.4433 F�a x: 415. 392. 44-54 I�ouisville Office 357 McCasiin Bivd. Suite 20C} Louisvilie> CO 80C327 Tei: 303� 449. 4433 Fa x: 303.926. 5233 Avon Office 30 W. 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THE SEAL j � � � WHERE C(iNFLICTS GCCUR, CONTACT ARCHiT�CT F�Ofi # D4ES NpT IMPLY RESPON51�Li1Y FOR INFOR6iAT10N PREPARED BY �Q�y����� ��(�(16 � � ' I ! j C(��tF-1GA��i��. QfHERS NOR FOR ANY INF�RlAATIDN N07 SH4WN ON THIS DRAWih� AND SUCN RESP4N518I�ITY IS SPECIFICAI.LY p15CLAIMEO, ii�c�CA, �t1G. t: THE STRUCTURAL ENGINEERS SEA� ON TH15 DRAWING INdICATES THAT THE INFORMATfON SH4WN AND THE CALCULATIQNS PERTNNING T4 THAT CNFORlIATION HAVE BEEN PRfPARED BY QUAIIFIE� FEOPLE UNDER TNE DiRECTION OF THE EN6INEER-OF-RECORQ. THE SEAL DOES NQT IMPLY RESPpNSIBIItTt FOR INFORIMTIQN PREPAREO BY �ppy�-�9ht U� 2006 4THERS NOR FOR ANY 1NFORMATION NQT SHOWN DN THIS ! or�w�r�c �,o sucH a�sPONSfs��m� �s sp�c�F�cai.�� n�scc�Mea. KL&A, Inc. i 1�2 3 4�5� {� 2 � > ' 1 ���-�'-s" �� -� � '� �� I ,-� , �, � i � �4,�� �/�„ � 2'-0" 21-0" T/WALL 9�t T/WALL C� EXT. tOC. ss'-s l�' PARKtN� LEVEL Tf WALL � �� SEE' t�TLS S4, 0 �DR! REINF. 90" TMlCK CtP WALZ i: : S�UTHWEST FNDN WALL � scAC� : � j��� ___.��_ _________ 0 � 9Q" THICK CtP C� GEN RAT �ATIQN 1714FNdN WALL ELEY PER PLAN � �� �'-- 1 � _ , -- ___ _ 1 scAC� : 1/s" t714fNDN WALL ELEV � � � � � � SCALE : ��5�+ f714FNON WAtL ELEY � -_ _-- -- __ ------- - ___---__- -- — - -- - ----__ _-------- _- -_ _ __..__ SCALE : 1 j8" �Tr4FrraN watc FtEv N�RTH FI�DN WALL ELEVATION 1 -______--____._________________------------_ ___________________ SCALE ; 1/8" »�aFroaN wpr.c �tFv �r. coc. iNESE DRAWtNGS ARE TD BE USED PN CONJtINCTI�N �NITH THE ARCNlTECiURAL DRAWlNGS ON THE PROJECT TO CLEARLY �EFINE �LL aF THE REQUIREMENiS FOR THE CONSTRUCTION, WNERE CQN�LICTS OCCUR, CONTACT ARCHlTECT fOR CLARIFICATI�N. � � ■ ■�� i � ii�i �ii . .� RESt7�RT l7tESIGN ASSOCIATES t,' . KLc�A Inc. Structural Cn�ir�eers � �uiiders 4412 4V. Eisenhower BEvd Lovelon�i, Colorado 80537 �n: {�7a} ss7-2a2s Fa;c (s�o) �s�-z�s3 Golden, CC} Loveland, CO Fairnouth, P�'i ARCHITECTURE, PL.AN�11i�JG, E��rER�a� ��s��� Scan Francisca Office 625 Market Street, 1 �+th Flc�or S�n Francisco, CA 941 fl5 Tei: 415.392.4433 F'ax: 415.392.445� LQUISViIIe Office 3�7 McCaslin B{�ici. 5uite 20Q �ou isville, CO 8C7027 Tel. 303.44�9.4433 Fax: 303.926.5233 AvQn Office 3C7 W. 8enchmark Suite ?20 Avon, Gt� 81620 Tel: 970.949.0899 Fc�x: 970.949.a933 infoC�ResarfiDesign,com www.ResortQesign.com • � !RGViSIQt'1S: i i I-16-Ci°( ��?% Gl� I �-�{�-�i �<J% �1� �-�I�O�` qC�,°j GC7 ' 4_{f„�-c�? F'�F�MlT` aEi t -C76--O� P�RMET ��T - � R� atJBM I TT,�(� C2��,�i �l I_ / G'� �cS' � �� � � �`� � �;%,� �°' �� �fl��� �. ��$�R�`� "� '� Z��� : �c�- ������ir; �� Al. �.������ (�rawing Tifile: ���ll ����I �I Y ��� � ��� X �� ��� { Date: Nt�V. �J�, �C�C�� � tr Project No:� ii �I� Drawn by: ��� Checked by:� ,JC.N She�t: � � : � � M / ` ��LZ ���v��la� SCALE : 3j16" = 1'-Q" f�ia eonE Ec�uarrorrs THE 5TRUCTURAL ENGINEERS SEAL ON THiS DRAWiNG IND!{;A7E5 TNAT TNE 1NFORMATION SHqWN ANQ THE GALGULATKJNS PERTNNING TO iHAT INF4RtdATI4N HAYE BEEN PREAARED BY 4UALIFIEO PEQPLE UNDER THE OIREGTION OF THE ENGINEER—Of—RECQRD, iHE SEAL D4ES NOT IMPIY RESPONSIBiLIIY FQR INfORktAT10N pREPAREP BY OTHERS NOR fOR ANY INF{1RMATIQN NOT SNOWN ON THIS ORAWING AND SUCH RESPONSIBILIiY IS SPECIFI£ALLY DISGIAIMEO, Capyrighf Q 2006 KLBcA, tnc. � � t � i / � WALL ELEVATIC�N mmmm� $CAL� : 3/16 �t = 1�-�i" � v il f 4 CORE ELEVATtONS �� ! r WALL ELEVATION SCALE : 3j18" = 1'-0" i�s4 coR� E�EUattonrS • � ����������� : � � � , � seac� : ,�/��" _ �'-o" 1714 CORE ELEYATIQNS . � _ � � � � WALL ELEVATION sc,ac� : 3/�s„ _ �,_o„ i714 CORE ELEUATIONS j i. ,. J �� - � � �__1 SCALE : 3/16+' e l'-p„ ?7?4 C�RE ELEYAl/QNS THESE DRAWIlVGS ARE TO BE USED !N CC7NJUNCTlON WITN rrre aRCr��r�cTU�ac a��w»vcs aN r�� €��o��cT ro cL�aR�� DEF1N� ALL OF' I�HE REQUlREMENTS FUR iNE CONSTRUCTION. w���e corv�-Liers acc��, con�r�er �RCx�r�cr ��� c���F1cAr�oN. I I� �� � 1 I i� ��� � � r RESt�RT DESIGrN ASS()GIATES ,f .�Lt�CA InC. Structural Cngineers & Builders 4412 6"t. Eisenhower Bivd i.avelond, Colarado 8453) Ph: (91D) 667-2425 FAX: (970) 6fi7-2493 Galden, Gt} �ovelond, C4 Faimouth, h,fA ARCNlTECTURE, PLANNING, It�TER1QR DESiGh� Sc�n Francisco Office 625 Market Street, 14th Flaor San Francisco, CR 94-1 t�5 Tel : 415. 3�J 2. 4�-33 Fax: 415.392.4454 L.ouiSVille Office 357 Mc�asiin 81vd. Suite 200 �c�u isville, CO $OQ27 Tel: 3�3.4ri-9.4433 Fax: 303.926.5233 Avon Office 3t� W, Benchmar;� Sus'te 220 �ivor�, CO 81ea2Ci 1"el: 97C1.949.a893 F'ax: 9%0.949.Q933 infoQResortDesign.cam www.ResortDesit�n, com ''i�EVI�IC7I"iS: ' i-16-C7i �-�c�-�i ' ��21-07 4- I t7-Ci� 6-06-07 � • • �09'o GL? pCJ,°o �D °rl.i% �C� P�12MIi 5�i P�RMIi ScT - R�SUC3Mi TT�f� ����C� 4� � � ���� �,�� � � a� ����� �_ ��; P� ��AY � 1 Z���'��`� � a .. �`�`�%��IP�t_ �`"���� � Drawing Title: ����� �� � ������ I ��� � � ' �► Project Nc�: i�1°71� Drawn by: ��� Checked by: iGhl � � ■ l`Y 1 CI �J �. lw. � EA. FACE @ P8" 4.C. Z'. EA. fACE MATCHtNG NER BARS 170WELS C 1 KC�Bf �fG TER !N WALL FT,FV_ �:� WF�T �NFAR ____ WALL _ELEVATI�N _________ _ SCA�E : 3f l6" _?'—Q" r��a coRE �'t�arror�s THE S7RUCTGRAt. ENGWEERS SEAL QN iH15 DRAWMG INDICATE5 iHAT ThE INfORMATIUN ShQWN ANO THE CALGUTATtQNS PERTAINING T4 THAT INFORlAA7(ON HAVE SEEN PREPAi2ED BY QUALIFIEt7 PEOPLE UNDER TNE DIRECTIDN Of TNE ENGiNEER—Qf—RECORD. THE SEAL OdES NOT IFAP�Y RESPONSIBILIIY FOft INfORY�iATION PREPARED BY ��pyf,�ht � 20(i6 QTHERS N4R FOR ANY INFOftMAT1f}N NQT SHOWN ON TNIS DRAWWG AND SUGH ftESPUN5t81UiY IS SPECIFICAl,LY DiSCtAIMED, KLt�,�{, �IiC, F�T,FV_ �� �Cl �5 (� ?8" D.C. VERT. EA. FAGE �5 Q 18" O,C. HORZ. EA. FACE wf MATCNIIVG CORNER BARS #& DOW�LS C� 12" o.c. NOPK 4 8/ FTG. CE�IFER—IA��ALL ����������� _._ __WALL___ELEVATIaN _ ____�_ SCALe : .3j16" = 9'_U" r�ra coRF ���u�troNs �CALE �V. 3 EAST SHEAR _ ___ __� __. _� _ _ __�-- _ WALL _ELEVATION _ 3116" _?'— ii'� 1714 CORE FtEVATfONS ��k�l���i����►`�����1���� �ALL ELEVATIQN SCALE : 3/16�� = P1—O+� 17t4 CQRE ELEUA710N5 ELE�. C� 18" 0. �. ?T. EA. FACE C� 18" O.C. RZ. �A. FACE MATCHING RNER BARS DOWELS � 12" o.c. OK C� Bf FTG. 'VTER IN WALL _ t ■ �: � --- -- WALL ELEVATIQN„__w_____ Sl�/iL� . Jjl�n — 1`—Q�} �%i� riQ�t� E�f1T��%�Jr . � : I • . . 5 C� 18" O.C. �RZ. EA, FACE / MATCt-ttNG 7RNER �ARS �ELEV = ?31,-�0„ _ _ FOtJRTH C EVEL ELEV = 12D'-8„ r�rr�� ��v�L ELEV = 1 ?0'-4„ SECOND LEVEL E�LEV = 10d'_0» ____ .--- —_.� F»sT L�v�c aoa (�) �� X �,_o�, :A. fACE C� OPENtNG C�RNERS, YPtCAL � DOWELS 6� ?2"' o.c. 70K C� Bf FTG, :NTER lN WALt � &8'-7 ��" GARAGE LEVEL � ELEV �2, 3 83'_5,> ---- ------_ __- -�y._� _..._._ FT,FV_ �2 �t�T1TK �NFAR WALL ELEVATION SCALE : 3/t 6" = 9'-0" ��ra eo�� ���upraoNs TNESE ORAWINGS ARE TO �E USED tN C(1NJUNCTION WITH THE ARCN1TECiURAL DRAWINGS ON THE PROJE�T TL? CLEARLY pEFiNE ALL OF THE REQUIREMENTS �'0�' i'HE CONSTRUCTI4N, WHERE Ct?NFLICTS OCCUR, CONTACT AfZCH1TECT FOR CLARIFICATION. r��i�'i �� �� . .. RESCfRT I?ESIGN ASSOCIATES , ' ; .��L►t�GA �n+c. ' Structural �ngineers & E3uilders 4412 t"d. Eisenhower 81vd ' Laveiand, Colorado 80537 Ph; (�J70} 667-2426 �AX: (970) 667-2493 ' G�3den, CO Lovelontl, CO Fakmouth, MA ARCHIT�GTURE, PI�ANNii�G, 1NTERIC}� DESIG�1 San (=rancisco C)ffice 625 Market Str�et, 14th Fioor Sor� �rar�cisco, CA 94105 Tel: 415.3�2.4�33 Fa x: 415. 39 2. 4Li-54 Louisvi4le Office 357 McCasiin Blvd. Suite 20C3 Louisuil(e, GO �0027 Tel: 303.449. 4 �-33 Fax: 303.926.5233 Avon Offiice .J'� W. BUYtChYY1C7�'k �UI�E'. ��Q �1VOY1, C� ����a Tei: 970.9�-9.08�9 �"ax: 970.�49.0933 in foQResartDesign.cam www.R�sortQesign.com s � � � Revisicans ' I-�16-�C77 3C7% GD ' �-��-C�"T �iG�% �� , �-"�I-U7 �1C;i% �C� ' 4-I1.�-�i"f P�RMIi° 5�i 6-46-r�? P�RMIT 5Ei _ R�5UE3M{TT,&L '' ��� C� i.1 �'�� �g' . ���. . �, `�F + � � P'�� -�'�•. ����� �: °� 0�m��� � 12�Oi��``�� °� c'° ����`���� �# �� ���� Drawing Title: 'I ����� ,'���R� I ; Y `4� � I� �'�, �����T1�1�� C7ate: NUV. c��, �c'i��a Project No: Tf°1i� Drawr� by: � �N� Ci��cke�! by: b.1G� Sheet: � PfLASTEft; RElNF. #$ VERT. & wf�3 � P 6 ° o.c, & (3) �3 � 311 o.c. BEtOW )R BOLrS )AT10N WALL PEf2 r�r��v, coNr. RE�n�F, r�r�v �r�sr�� - Qo rvor SPLlCE WITNIN PttASTER PILASTER DTL sCa�� : �j2„ - �,_o» L.7 �„ � ,��» WALL CQRNER REINF. PER T1'P. DETAILS � � � US , a U �U � < �" � m ° U Y � p }O) � �n ° `' t Ct�NC. PILASTER REINF w/(4) 3„ � ��„ #8 VERT. & wJ#3 TIES � 1�„ o. c. &(3) #3 TIES � 3" a c. `� BELQW ANCNOR 80LTS -- -_ __ °-�`� � ____ ___ � F�N WALL & � REtNF. PER PCAN C�RNER FILASTER SCALE : 9j2" = 1'—p„ L) 5" � � � SCALE : 3f4„ � i �_a» SLOPE ____ 4�..— � �� ` �� i� ; ti'ri: , ` � � r c� ° ;% ° c%%!; x--- 1714DT41 �7r4ar24 Ct�L PER P1AN & SCNEDULE 99,-0'� T/PILASTER 1'-6"x3'-6'� PILASTER; REINF svf (8� #6 VERT, & #3 TtES @ 92" a.c. SEE PLAN T/FTG f TG PER PtAN & SGNEDlJLE i7t4DT17 5" S,O.G. PER PIAN EXTENQ VERTS 1NT0 5.4.G. �8" TRENGH DRAIN PER CtVIL 5" S.O.G. PER AttIN � SEE P�AN v , Tjs.n.c. 8" canr�. rr�iexEa �ac� �4 &� 24" o.c. VERT & �4 � TOP, MlD, & BD?: HORIZ, THI�K�NED �D�E S. �. G. ---- __.__ .�CAL� : j��,. = �,��„ 17?40T09 THE Sfiftt3CiURAI ENGINEERS SEAL QN iHlS dRAWING INDICATES TNA7 THE INF4RMATlON SNOWN AND THE CALCULAibNS PERTAINING T4 FHAT IN�`ORMA710N HAVE BEEN PREPAREO BY QUAIifIED PE4Pl.E UNDER THE DIRECTI�N OF TNE ENGINEER-4F-RECORD, tHE SEAI DOES N4T IMPIY RESPONSIBILITY FOR INFORIMilON PRERARED BY �p�p�rfl��l� � G�DO� OTHERS NOR FQR ANY INFQRMATItNJ NQT SHQWN ON TNIS owawwc r,�o sueH a�saoHSiei�.rn is speciFica.iY a�scc�Meo. Kt&A, lnc. FtNtSH T.O.W, 2„ �. ,-- CQMP. St�B PER PLAN ,— WF BM PER Pt�iN �— L6x6x jg x 1'—D" @ 4.-0" O.0 � 100'-��, M « --"� Ti?�--�SIAB — a p �� END 3f & , � � r � �li O / I �� ti 1 1 N • `' � �\ �lN `� ' 3/'x2" VERT. LONG SL(?TTED NOLE � � ,' � � �, 4" RI�JD ItVSULATtON tl `� �( 5/g"� HlCT( NY�50 DR EQU1V. '� � `�. �� BOLT w/ 3" MIN EMBEDMENT � � '��, � �� ��� ' GROUt� CMU CEtLS AT BOLT LOCA7}ONS � STAIR } `� ti _ "� A , C�PENII�G 12'� G(A FNQ WtiLL, REINF. w% '� '����� �� , , � �6t� 98" o,c. VERT E.�. �� - ,' �� ' PERfMETER DAIN FER CtVit �6(� 1$ ° o, c, HORZ. E. F. ' � '� �_ r . . �`� � � CMU WALL PER PLAN 5" S.Q.G. SL�PE Tfl AREA DRAtN � �a ,' �, & GENERAL NOTES SEE PLAN FOR REtNF. ; � � � a ' `ti :; :�. K � '�� � ' `� CONTROL JOtNTS PER 4" RtGiD fNSUtATION °� � � �° • ,' � GfN. NOTES ! \ • k 1 _ i j` u � i \ � � h a., �' . ` � ` � � SEE PLAN � � ����,� ' ` � �/s,o.c, /\� n . . x--X x�—;�x ;—x_.._x� x._._x—x � � �/' - °� 6 ;��� � �� � � SEE Pt�1N i ��� � ° � � ° . " �_ � /� `% ,`/ `�.`✓ � ` `, A r � �% Tf FTG �Y�� ,.,,_,� �'- /\//V/f� i �'�� �,� iV��� � '°_� � � ,� � ; A V` �� ��i` � �,, ,i\; ,� i\/;�' /i � � �`f������ti\�� . ���`�� �. �`,-��� \\\J�\�r\ �-�� � � i � `�✓�/ � ,�;— r `,-°-- _ - — - - °—"`.- '�,-.�. _ � _ _ — _ _ — / SIM StM 3 8 S� S� , � �� �, SCALE : 1 j2" = 1'-0" t7t4arot INTAKE C4VERING PER MECN. � i � �" R�crQ �NSUr�rror� 10D'—p„ TG�--fSLAB — 8" CtP FNQ WALL, RElNF. wf ,, #5 C� 98" o,c. VERT E.F� #5 � 24" o.c. N(1RZ. E.F 5`� S.a.G. SL4PE TO AREA t}RAlN SEE P1AN �C?R RE1�1F. �� � ,` 4" RtGtD 1NSUlATtON 'r 1 / . / / �e,.._�_ ,/ ���r � ��1\ � � �� �\. \\ • • x t�. _ � �� n a „ � �� � � � � �° a a , /'f� ,..�. • " /'� / � � � � ������\� �\�.�`-�� � �_ _ _ � _ _ _._..--- . ��.� �. �� � '� ,� \ �,��jt�> ��;j �' , f ,, --�.:.�^_l,� f,, \ S1M � ,� � � , SGALE .... �%2,� - ?,—n° �7faoro� SEE PtAN TfS.O.G. SEE AlAN T�f7G i0" G1P FND WALL — SEE 2fS4. 5" S.O.G. SLOPE 1"D AREA DRAi SEE PL4N FOR RE1N %2 " lSOLATION JOl� VERT, STRIP DRAIN PER CfV AT7ACH TD tNTER10R DRA! DDWELS — SEE 2/S4. TEMPORARY SNORING BY O7NEF CC�NT. CONGRETE FT�. SE PtAN & FTG. SCNED. FOR REIh PERIMETER ORA1N PE.. ARCN & CIVtL TYP. • � � j • � � SCALE : 3/4" = i'—p„ 9D'" C1P FND WALL; 5EE P/54.0 5" 5.0.�. SLOPE TC} AREA DRAlN—�.� SEE PtAN FOR REINF, %2" lS0tlaTiDN JOINT —\ DOWELS — SEE 1/54.0—� <`� �� 1�\ i�f/;�,� �� , � ,� ��� � m�,, � .i i � � `' �Ao '° r� ,t,�'� ; � �`�'� � � �� , `�� ` � i �/ C� f\\� �, /��`, � � �E�l�t�r�R oRa�rv ��� �, �. ,;i�\� ARCH & CJl/tL TYP. � %�-�'� CONT. CONCRETE F(G. SEE 4N & �"7G. SCHED. FOR REINf . �111 nt � .✓;! = ° ~,�%��\ b ��.,.� ,. ��� ��� ��\ ° J a c X � X. � �(. n. t � b �� � ;� � � �a--� � ��� � 4-�. �� y ' � W _ � - � K"'( T � o- �-�- .,� (�; � f � � . .> . v _tvro`'✓t!� o o T�y�. � � , ° + � �� ������� �t� n ° // A . Cz ' j,/ /��`� �������;! � �� % ii j /` � '\�� \\\ � 4\ \ \� \�/ \�� � �' -�.`�! %� � � � ��\%i\//;�`/'�A,�� � r/�/ \�/, `� / \ SEE PtAN �'`"�° =� : ��—`�, _� ' 1 1� i i ► SCALE : 3f 4" = l '-0" r�a4aro� 1714DTOt S�E PLAN T/S. D.G. SEE PLf4N T/FI"G Q S1M: DECK OPP. DIRECTION COMPOSlTE SLAB PER PLAP #� aawFCS � �s° o.� 10" C1P FND WALL, REINF. w� #6 (� 16" a.c. VERT. 1,F f{5 C� i8r' o.c. NORIZ. I.f 5" S.C1.G. .�EE PLAI FOR REINI #6 DOWELS C� 16" o.i �MPORARY SHORING BY OTHER. FTG AND RElNf: PER PtAi 4 S4.D ;`� EC�ENTRIC F�UNDATIO►� SECTION SCALE : P/2" = 1'-0„ � ���� o��� OPP. QiRECTION CDMA. SLAB f ,�4 DOINELS Ca 10" CJP FND WALL, f �{6 4 16" d.c. �5 � 18° a.c. t 5" S.O,t �6 D{?WE(.5 AtTERNATE H00 trr¢�rn� � � �, � -�� m $�ALE : 1 f2,� _ ',�Q„ ?714DTDt TNES� DRAWINGS ARE TO �E USED IN CONJUNCTlt1N WtTN THE ARCNI7ECTURAL DRAWlNGS ON rNE ��?OJECT Tt7 CLE"ARLY DEf'tNE ALL t7F TNE REQUIREMENTS FOR TNE CC7NS7'RUCTION. WNE'RE CC1NFLtCTS QCCUR, CONTACT ARCHliECi �"OR CtAR1FICA1'14N. TRI�.Tl1�IP� DEVEL4PMENT RESf}RT DESIGN � AS S OCIATES : .��+c�CC1� 1�'iC. � Structural �ngineers � Builders 4412 Vi. Eisenhowar 81vd Loveiand, Coloraclo 80537 Ph: (970) 667-2426 FAX: (974) 667-249� Gold�a, c0 �oveland, Co Falmouth, M�F ARCHITECT�.JRE, PLAN�IING, (NTERIOR DESIGN San Francisco Office 625 Markef Street, 14th Floor San Francisco, CA 941 �5 Tel : 415. 39 2. �� 433 Fax: 415.392. 44 54� �ou4�v�e�e off��� 357 McCosiin �Ivd. �Ult@ ��}� �o�����i��, ca �aa�7 Te(: 303.449. �-433 F�ax: 303.926.5233 Avan Office 30 W. Benchmark Suite 22fJ Avan, CO 8162�J Tei: 97Q.949.0899 F�ax: 970.949.0933 infoQResortC?esign.com w�vw.RasortDesign.com � � Q a� /��/ � i..L �- O �o a� �� � � � � � ,Revisians: ', {-Ila-C7i 3U°lo Gi> , �-�C�-�"i �C"J% �t7 �-2I-U� �iC�% �C� 4-IC�-C�'7 fi'ER�(1T a�T � C -G��a-G�� PCRMIT a�T - I RE�`aUBM{iT,�L �,������ � ,�� � �� ,, � �� r�_ .�a � i ., � � # � ,- � _ �; �' ' � i � i � 1 � 1r ` 1� +I •- • � ♦ • i„ I� � � ��' � _h�V� � � THE STRUGTURAL ENGINEERS SEAL ON THIS QRAWCNG INpICAiE5 THAT iHE WF4RMATION SHOWN ANO THE CALCUTATIQNS PERTNNING TO TNAT INf4R6tATI0N HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECiIQN OF TNE ENGINEER-QF-RECORD. THE SEAL OOES N0T IMPIY RESPONS�BIIIIY FtA2 INFORMA710N PREPAREO BY 47HER5 NOR FOR AP7Y lNfQRMATIQN NOT 5HOWN ON THIS DRAWING AND SUCH RESPi}N5iBIlITY i5 SFECIFlCALIY OISCLAIMEQ. Capyrighf � 2006 {i�.c�Cf�, fflC, CQNC. PILASTER; REiNF. w/(6) �9 VERT. & w%�3 TIES (� ?6" o.c. & (3) �3 T1ES C� 3" o,c, 8EL4W ANGHOR BOLTS � � � � ,� � . . � n I s q � ' f^II I V .B„ � . � � fs„ . , . � seacE : 1/2° = �'-o" C�MP. SLAB PER PLAN SEE PtAN ,� T/SLAB 95T LEVE—L v 14" WALL PER PLAN; COt�T. REINF, TNRU PlLASTER - DO NDT SPLICE WITNIN PItASTER SEE PLAN � T/S.O.G. SEE PLAN ,,, Tj�rc ----si °=—x , � x � � � _ � 4 5 � � �, . n 17146T52 _S C 24" o.c. �ACL, REINF, w/ " o.c. VERi: CNTR'D ° o. c. NORIZ. CNTR'D 5" S.O.G. SEE PLAN FOR REtNF, x �`�°X°'�� �� .a� f�5 �OWELS C� 24" o.c. ALTERNATE NOOK DlRECTION FTG PER PEAN & SCHED. 1 �" G.��P. �WALL SCALE : 1 f2„ = i'_D" f714DT5i � � I' ; t �� � �� � a ,___ � � 1'_6�� � COL PER PLAN & SCHED. �—GROUT SOLID .`. I �_ a� �I � ,, SEE 5/S4.i Tf WALL 12'� WAtL PER 5/S4.1 C�L. �N 12" STEM WALL SCALE : 1/2" = 1 '-p" /2,. rsotaT�oN �oiNr s.o.c. PER cavrL 1��aor�o CMU WALL & STONE PER ARCN % " 1SOtATfON JDlNT 5" S. 0. G. PER PLAN ,i � ,,, 89'- p„ .ra--- ---x-= x--w.�-;.x--j T%WALt = TfStAB r n�,..� ;�.. � �� , �, . a9 �� � ��m �h�; j , a a � 92" S7FM WALL; IZfINF. wf #5 � 18" a.c. VERT. y HOQKED 1NT0 f7G & G "," #5 TOP, M10, & 807. HOR1Z. °..,E.: ° �� ` CONt FTG PER PLAN & SCNED. 1 �" STEM WALL �E�TION SCALE : i/2" = l'-Q" i-tS�4x4x �4 w/ � "x6"x? l-0'� TYPE B� BASEPLATE; SEE 2fS&.1; �YP OF (2) COLUMNS 5" s.a.c. PE� Purv ��Ia�Fi � TfWALL � 8" STEM WALL; RE(NF. w/ #4 � 18" a.c. �/�RT: HOOKED lNTO FTG & #4 TOP & BpT. HORIZ. WIDTN ADDED TO CQNT. FTG.; ADD ( t ) �5 CONT. =x�.� � x-- 1 ;�-,,-,�� E � � � a �� 1'-6" �, 1714Dt49 CMU WALL PE'R ARCN % " Esaurlorv JorNr 5" S.D.G. PER PLAN %, � ss._o„ X--x....a.x..-�:, r�wa�� = r/sc�e °�8" STEM WI�LL; REINF w/ �4 � 18" o.c. VERT. NOOKEO l�lTO FTG & ° #� ro�, ��v, & eaT xa��z. `. CONT, FfG, PER PLAN 8c SCNED. � � i scaLE : a/2° = r'-o„ ?7140f98 f�5� l8 NORlZ. 8° CtP CONC. RETAINff�G WALL �5� 18 VERT S. Q. G, PER CtVlL ISOLATE FROM WALL 4" M!N RIGID tNSULATlON BELOW SLA #5E� 18 DOWELS {EXT�ND 24'r M1N. INTQ WALL) CONT. DRAtN (SEE CIUIL) t 2" TNI�K CONC. FTG, REl1VF. w/ #4C�?18 E.W. TOP & 80T. ���� i��������►� � _ / � � 1 ;� �rl : 1 SCAIE : 1f2" = 1'-D>, 17140T20 s£E cNrc „ T�WALC o x u i � � M � RAILIN� AS RE�}'D PER ARCH, S.O,G. PER CIVIL ISQtATE F�ROM WALL �" r�r�v �rc�o ��vsc�ca�faN a�caw scas #��TS v�u� �" cr� corvc. ��rRrrvrNC w��� #5� 18 HORIZ. #�c�as now��s (EXTEND 24" MIN, 1NT0 WI�LL) corvr. ��a�n� (s�� c�vrc) ? 2" lH1CK CUNC. FTG. FZEIlVF. w/ �4@ 18 TRANS. T&$ & (3) �4 LQNG. T&B i • � i � ; � � � $�AL� : � f2„ p 1,�D„ 4714DT20 $" TH1CK CIP CONC. RETAtNING WALL (TYP.) #5t�1� EA. �ACE VER7: (7YP.� #�� �& �t. �ACe P-tORtZ. (TYP,) CtP STAIf?S DYER COMPACTED f'ILL (SEE CIViG) �" MIN RfG(D 1NSUtATtON BELfiW � �5C� 98 DOWELS, OUTSIDE fAC�` EKTEND 24" MlN. INTO WALL) TYP ;ONT. QRAIN (SEE C1VIL� P 2 " TN1CK �ONC. FTG. R��n�F. W/ ��� �s r��,vs. r&a & (5) #9� LON�. T&t� � � � � ; � �r SCAtE : 1 f2., = 1.-D., 1 i14p7'20 TNESE DRAWINGS ARE TO BE USED IN CONJUNCTlQN WITH TNE ARCHITECTURAL DRAWINGS ON THE PR(�JECT i1J CLEARLY DEFtNE ALL t?F THE RE'QUIREMENI'S FOR THE CONSTRUCTtON. w���e coN�crcrs accu�, car�raer ��cNrr�er �a� CtARI�ICATtON, I�'ll� ■� ( �II �1� �I� � r T E • • � ;� � A55CCl�CIATES � .�L�C1� �rLC, Structural Cn�ineers & Buiiders 4412 W. Eisenhower 81vd Lavelond, Calorado $0537 Ph: {970} 667-2426 FAX: (970) 667-24�3 Golden, CC? Loveiand, GCi Folmauth, MP ��cNC�r�cTUR�, P�.ANf�II�G> INTERIOR [JESiGN San F�rancisco �ffice 6�5 ivlarket StrEet, 14-tt� FEoar Sc�n Frar�cisco, CA 941 G5 Tel: 415.392.4433 Fax: 415, 392. �454 Louisville Office 357 1�cCaslin �31vd. Su ite 200 l.ouisville, CQ 80Q21 Tel: 3fl3.4-49.4433 �`ax: 303.926.5233 �vo�-, af���� 30 W. Benchmark Suite 220 Avon, CC} 8162� Tel: 970.949.0$99 ��X: ��o.�a-�.o�.�.� in foC�ResortC7esign.corn �nr�vw.ResortDesign.com � � � c7 � O � c� � O � � a� � (��i' � ' ~ � � Revisior�s: I-16-�C7"� �Q9'o Gl� 2-2�-�i Q�°!o Cit� �-21—C�� �G�% G(� 4-lC?-c�'f P�I�MIi ��i h-06-C,�"f P�RMIT 5ET - RE aUBMI Ti�&L ���i� �1�;�� . �� � a ��� aa . �,, -�'�, a� �° ;¢ ����� �� °��°aa ��� � 1 ZQO:�'`�,�`�� a� �����1C} �.�� ��,c�� Drawing Titie: ������TI�� ���� I ��� � ������� � Date: Nc�V, ��, �t��� I Project hti1o: i 1`�E� Drawn by: ��� �r,�G��a ��:�� ��� �i7��t: � �3 C� i2" a.c. EXTEND PAST GRtD Z*CANTILEVER #3 CONT. SDi POUR STOP CELL CAP #3 � 12" o.c.; EXTENI� PAST GR(D 2*CANTtLEVER #3 corvr. P0�1R STOP .�/� � :�"� L4x4x 4 ��Zt�t� � • �iL i � � � � `—COMP. BEAM PER PtAN GANTILEVER �LAB EDGE SCALE : 3/4 "_ �.'-� ; ____ _______�_______ ___ _�,�_ � r ��4arra �� �w� � �/l', � . �`� �rNf �`—`.—'�, <: CANTILEVE sc�c� : ,�/¢"=i'-o� �i'� ��.�IiI.�►y ' ��i�' 1 p SlM: BEAI� i� � I NOT FRAMtNG � INTO STI�FENER �� MP M P R PLAN CO . BEA E FULL �?EPTH STIFFENER/SHEr�R TAB C4MA. BEAM PER PLAN � ��� 1J��� 1714DTt3 tf4 9/4 ��r �~ `�/� »� SNEAR STUDS @ 92" o.c. d G � COMP. SCAB. PER PLAN � p � ` SEE PLAN � d a � T U SLAB — , _ v . T � ____� � ____,.�__s_________�, _ �__ �________. . Q � L4x4x�,�g" CONT. � � � � �X��Xa�-�,r M ��� wf (4) '�f "0x6" NAS 4 4'-Q" a.c. DECT� CC�NI�. SCALE : 3/4"=9'-D» BOT RElNF, PER PLAN ^^ ` ," S1A8 PER PtAN � �.,ws � - • �+ . , . . . , . � ' i � � � ��SCALE : 3/4„=1,_�,� TNE STRUCTURAL ENGfNEERS SEAL pN THIS DRAWCNG INQICATES TNAT THE INF�RMATI4N SNOWN ANO THE GALCUUITIONS PER7NNING TO iHAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIREGTION Of TNE ENGINEER-OF-RECdRO. TNE SENL DOES NOT IAIP�Y RESPONSIBIt.itt Ftfft INFORMdATION PREPARED BY �*��y�-�gh( '(�C� 2(J()�'j OTHERS NOR i'OR ANY INFQRMATION NOT SHOWN ON TNIS ORAWihlG AMD SUCH RESPf3N51BILfTY IS SPEGFICALIY D15CtAil�ED. K�t�CA, �tiC. ���4Qrrz t7t4RTti � -SNAPED; TAB 5 i 6 TO BEAM- lYP 5 9 6 TYP � g � W12 BALCDNY BEAM PER PlAN; T " COPE T&8 14 nP �� 1 4 � SKEAR SGALE : 1 „� f �_�» � -SNAPED; TA8 5 16 �'0 BEAM-TYP 5f 16 TYP � ¢ W12 BALCDNY BEAM FER PLAN; 1 " COPE T&B DlFF, SLAB EDC DEiA1G @ S!M SEE 13/SS.D P�UR S70P ���� � s� � � � I M � �: 1 WT PER PLAN �/4 z- �2 1f4 2-�2 ANGLED W�2 BEAM PER P(AN; 1 " COPE T&8 �3/'X�" Fu�c-a��rH SHEAR TAB EA. S1�E T �4�NN. \ r. I i � � I I 97i4Q7t0 COC PEft SCNEDULE W 16 BEAM PER PLAN 7 � „ T�P CDPE; STRtP BOT FLANGE 8'" TYP � 4 �t' � �`— � "x2 "x8" � i f i i i i Ty,p � i CJP 14 � i i � i 3/g `z6" FUCL-DEPTH � � 5HE4R TAB EA. SlDE ' � COL PER SCHEDULE i� _ ��-t �- SHEAR TAB MQMENT ��N1V. SCALE : 1 "=1'-p" r�aaflros SEE PtAN G �� BALCONY� SECTI�N �SCAtE : 3f4"=1'-D" W16 E`t... ..�� �..., � TYf � � ' � SCAL� : 9 »=1'-0,> 171411708 W8 BEAM PER PLAN �/'xs'Xa'-�� %2" Fnrc� � wf��1 /s „� a325n� PRETENSJONED BOLTS �a. ��3/ „ 1f V �� 1714D707 � 1 � i' � 'i �. . � i '4� SPAN - 8'-0" MAX � �--� `t � � , . . � I I � � i I � i � � � � i � � � � TYP. TRACK. SEE TYP. DETAlLS FOR CDNN. TO SLAB. SPAN - 8'-0" MAX i� i � � i •' � 1� � i ; i i . * i t � ;_-., � � � � G , , �� 1 �' �.� ! f � , � , r. 1�� i i =� , ! NQTE: SEE TYPICAt ROOF OVERFRAME DETAit. �'OR FURTNER iNFORMATtON. 4 1 f2" 2'-7 1/2° U.N.Q ON PLANS ���„ � t i tf 6t70S162-54 @ 24" o.c. FOR SPAN UP TO 8'-D" 60QS162-54 STl10S t� 24" o.c. AT M1175PAN. {4) � 10 rEK srva/srvo. �VER�'RAMED R��F C L�NG �FAN � � SCALE�: 1'�=9'-Q"_�._�_____�__—. __.�_._______.__.�____�_.--------1714DT06 �R1D - - � �,%�-_ ; _ SE� ARCN = 3'-fl" MAX SPAN - 8'-0" MAX i { i i $RIDGlNG �9 4'-0" MAX � i i ' 26go Q,6" �ALV. CORRUGATED i i METAL DECK - ATTACH w/ #9Q i i TEK @ 8" o.c. i ,• i I i a 14ga STIFFCLIP w/ (4) i a.• i METAL STUD WALZ � 1� TEK TO STUD &(2) { � ABOVE - S�E ARCH PAF TO S1A8 '�� i i �OR LOCATIDN. ' s�E rr�. oErAics � �. T� � a FOR CONSTRUCTION a 'i i i �� � *' I 1 i i a � i 1 � i �a � � � ° � (4� � r o �E� s�uo/s7va ' 4„ 1 � 6" TRACK o.c. LIGHTGAGE WALL BELOW CDMP 51�18 PER P1AN w/ DF��ECi74N TRACK 600S162-54 @ 24" o.c. FOR SEE TYP. DETAfLS �� -� ��- SAAN UP TO &'-0„ SLAB I WF BEAM, SEE P1AN � SEE PLAN ��� T/SLAB �� ' ! • •, i 'il ! SCALE : 1'j=1'-0" i��aaros s 1/2" , 2'-.� j2�, u.N.a - L3x3x � ��� z=24 RQOF DECK PER PLAN CANT. � OVER WF BEAM - __�—_ w__ __________ 2�z" METAC STUD FRtIMtNG � C� SOFFIT �_�---, WF PER PLAN ��------�' 1 ��j METAL STUD WALL I, �� � WtTH �E�LECTION TRACK � \%1 SEE TYP. DETAiLS SGALE : 1 "=1 '-D" r •� ! 1714DT05 WATE� POUR STOP S�� . ,�.�. , � �2 c,vmr �cHo � .�/�s � 3� �'z4 "x4" BENT R, CONl. SCA�E ; 1 "=1,-0„ LlGHTGAGE WfiLL AB�VE SEE IYPfCAL DErAILS SEE PLAN r/s�e 9" R1GID lNSULAT�ON POt1R STOP LIGNTGAGE W�tL BELOW w/ DEFLECTfON 7RACK SEE TYP. L7ETAlLS TY�P , EAVE ROOF DECK PER P�AN , WF RAFfFR PER PLAN (�rtt� wt2xt�j COPE AS SN4WN `h ', '/¢" sT1�F�'NER l slt?E �'� SEE PLAN 8/ DECK � EAVE E3EAM THREE 3jr s Gr._.�_,_.�_ s�a�s 1�� �3/� s `�/� " BEARlNG � - WIDTN AS REQ'D �OR BQLT CLEARANCE (2) l� °� A325 BOLTS `'�-~---MFTa� srua wa�i WlTH QEFLECTION iRACK, SEE TYP. DEiAlLS. 1T14DTQ4 ' �: i � SCALE : 1 "=1 "-Q° i 714f1iO3 • �, � � 48 EE PI.AN /SLAB ; 5CALE : 3%4 "=1 '-0" � �raara2 1'NESE DRAWINGS Af�E TO BE USED tN CDNJUNC7l4N 4Yt iN TNE ARCHtTECl'URAL f�RAWtN�5 ON TNE PROJEC7' TO CLEARLY o�F�r�E ,�LC o� r�� R�r�ur��r��Nrs �oR rME corvsr�ucrrorv. WNERE CONFLICI'S OCCUR, CONTACT ARCNITECT Ft?R cuRi�lcar�an�. TR1�.1I��.P� DEVEL4PMENT ( RE5t�RT T?ESIGN� ASSOCIrITES �T : ,X 3�, .�.��� �rtC. Structlzral Engineers & Builders 4hi2 W. Eisenhawer Bivd �aveland, Colorado 84537 �n: {�70) ssr-z�z� �ax: (sao) 6o�-z��3 Goltlen, G� l.oveiQnd, CO Foirnou�h, tvfA ARCNETECTUf�E, PL�.A�lNIN�, INTERIOR QESIG�I �an F�rar�cisco Office 625 Market Street, ' 4th Fioor Scsn Francisea, CA 94105 Te(: 415.392.4�1-33 F`ax: 415.392.4454 �ouisvilE� Office 357 McCqslin 81vd. Suit� 200 �ouisvilie, CQ 80427 Tel: 303.449.4�33 �'ax: 303.926.�233 Avan Office 30 W. Benchmark Suite 220 Avan, CO 81620 Tel: 970.949.0899 �ax: 97Q.949.0933 in fa{�ResortDesign.com ww�v.ResortDesign.ec�m � -� O i� Z:� CC� � � � d � Q o� � � � � � � � Revisic�ns: c1 I-16-d"7 �Og'o GI� �-2�-��` ��� �t� �-21-r�i �t7% GCi �°�C�-�� �'��'%'�I� CJ�� l -06-0�' P�RMiT �� i - R��UF3MI i7k�L ���;�°���v���.���; eg�� ��* � �� a 8� ����� �: `�-�N`•mMA� � 1 � 20Q7��.`� ���`���i�NFit ��`�'��� M• �� �I II I� � j--- t � � � � � � � _�! ;�,���II��!•�.�!!��,�i �!�i . III II �� III� !�� ♦ :r • • � -. » _�..._.....� ---- ---- _ _ Sh�et: � � �i � � • I�' I _ �; #4 corvr. COMP. SLAB PER PLAN @ StM: DECK QPP. QIRECTION; FIELD WELD ANGLE TQ TOP OF BEAMS SEE PtAN ,� T/S�AB ..,,�.� �, �� nrn otAN SEE PLAN Tf SLAB L4X4X3j8—'� �—WF PER P1.tiN E�TERIOR SL.AB STEP SCALE : 3f4"-1 >_0„ SHEAR iA8 CONN, FER TYP, ptG U,N.O. � thickness = %2" COMP. StA& PER PLAN �, .1�,� `°" -`" � f ; i � 10D'-0" �. t ; i TfSfAB a° { I t`�"� 4��""�"_.:� � ' �� i � x � � � i ��j—�j� �--� `° � � I ri -=--�. ._ _ _ _ _Q _�� i_ _ � - � i/StAB C� EXTERtOR BEYOND `;_ _ __ _ __ ._ _ _ _. _ _. _ _ _ � � � _________.-- - - \ ¢,> � . CdMP. SLAS BEYOND AER PtAN � - �� Wf$x55 ° � C�PED �EAM C�NN. SCALE : 3f4„=1'_p„ \� COMP(?StTE SLAB ANQ REINF PER PLAN � 5" SEE PlAN � T SL,48 �' � / � v� x x� xr�--- x �x 1714DT31 HSS AND BAS£ PlATE PER FIAN AND COLt1MN SCNEDULE FNDN WAtt PfR PLAN GROUT ON 70P i0 SUAPORT DECK Af7£R STEP ����ar,�a ,/` 14x4x'�/g DECK SUPPORT / 9/4 CDMPOSI7E StAB AND �REINF. PER PG4N „� SE� P1�1N --t` � TfsLAB WF BEAM PER PLAN —� � � �.� � '�s.� --� � � �, DOUBLE ANGCE CDNN, � PER TYP. DETAIZS WF BERM PER PCAN COMP�SITE SLAB �T�P COMPOSlTE StAB AND REINF. PER P1AN SDt POURSTOP L4x4x fg DEGK SUPPORT 1/4 COMPOSlTE S1A8 ANQ REINF. PER PlAN (SLOPES Q StM) T/ SLAB „� ; SEE PLAN '�� � d �1 � �� � T� SLAB �r � � SEE PLAN x—�'�''�X X r�--Xr,- OOUBLE ANGtE CONN. PER TYP. t?ETAtLS _�" W� BEAM PER PLf�N � �QMPQSITE SL.AB STEF �,�._._..-,' seaiF : .�/4 „_ 1, n„ NSS AND BASE PtAT£ FER PCAN -___ AND COLUMN SCNEDULE ra�` t�r4�r2s t"AB C�NN. PER TYP, dTL. U.N.O. StAB PER FCAIJ � � ! � � ' � 100'-0" I � � � °� �' , T/SLAB i � o � FNQN WACL PER PLAN t I 6ROUT ON TOP TO SUPPORT i i i �j a DECK AFfER S7EP i � � —,--� ��,�Q�, __�---,-�--�i ____________------_____-C--� Gb ' - - - - - - -._ _ _ _ _ .__ _ _ _ �j Tf SLAB @ EXTERfOR BEYQND � __ ___.�_.._.-- __._.____—______ a" � COMP. SLAB B�OND PER PLAN \ �'� "--!�--� ___ --_`� W i 6x26 �0►PEI� BEAM ��NN. 1� tl�_ SCALE : 3�4�j=��-0" __.__4__�w_w_______.__.___ ________�.__ 1714DT23 NSS PER PLAN Wf CONN. r0 WF PER TYA. SEAM 5TIFFENER � COL. DiL. CfJMP SLAB �ER PLAN �`` r� i � � � � � \ � � 100'-0" 3 i ti. E � � T/scae ; ; WF PE� PtAN STIFFENE'R PER TYP. DTL. CONN, PER STIFFENER TYP. DTL AND SNEAR TAB 1YP. DTL. WF PER PLAN S�ALE : 3f4"=i'-0" irr4ar2s � � � CONC. FDN WALL BFYOND COMPOSITE SLAB AND� REINF, PER PLAN CONC. FDA! WACL� � T/ SLAB � � SEE PlAN HSS CQLUMN PER PtAN co�u�osrrE sr�a arvo ✓ � �� REINF. PER PIAN I e I �i � i i� SCAB �; �� x � x � x s�F �r�N �oa,_o„ , �� a `' TjSLAB � , ,I ' i �-� �HFAR TAB CONN AER Tl'P. DT�. i � r �. i i i � �, ii �- � ` o ' i � `� 98�,� ��>, . � � � T/WALL � 0 , i � i WF BFAM PER PLAN � i SNEAR TAB GONN. PER iYP. DETAILS WF PER ALAN WF BEfiM PER PtAN r j )5 ' � T% PILASTER S� �' %2 • �� 3 I� SEE PLAN T/�AC t �! �� CDNC. PtLASTER, REtNF. AER -�-� FNDN WALL 8E'YOND � s '"�,' ' t �� 6f54.t? '�' i �'��� HSS AND BASE PtATE PER P�iN AND �OLtJMN SCHEDUCE ( .�,� WF PER PLAN � � � Ii � • � • �'�/ SCALE : 3/4 „- t ,-0„ THE STRllGiURAL ENGlNEERS SEAL ON THiS ORAWING INDICATES THAT THE INFORMATI4F! SNQWN AND THE CALCUVtT16NS PEftTNNING i0 TMAT INFORMA710N NAVE BEEN PR€PARE6 81f QUAUFIEt1 PEOPLE UNOER TNE QIRECTION OF THE ENGINEER-Of-RECORD. THE SEAL OOES NOT IMPIY RESPONSIBILI7Y FOR INFORiMTtON PREPAi7ED &Y ���y�-���� � 2(�Q� 47HERS NOR FOR ANY INFCiRMATiON NQT SNOWN ON iN15 ORAWING ANO SUCH R£SP{SNSIBVLItY IS SPECIFICAI.�Y pISCL4IMED. K�.�A, II7C. 1714L1T25 �ARJES r/s�ae �/4'X7'k8" � Wj 4 "� ANCHOR BOLTS EMBEt7QE0 9" @ W� WURKABlE GAGE ��.+►ru � � � , , � � � SCALE : 3/4"=1 '-p" »zaar22 � STEP C� FNDN WALL SCALE : .3j4"=1'-p" 1714DT29 U I 1 1 1 � i „ ��P�. s�E nrc 4/s�, t BEP TG R00� DECKI PLAN WT3x 1.2.5 %'" `-WF RAFIER PER PLAN � SEE DTL 3/55.1 `�`�-WF 8M PER Pt.�1N �:12 SHED RC}�F DTL scac� : 3/4"= �'-o" � i � 1 1 ( � I ��� Mi ROOF DECKI PER PLAN WT3x 1.2.5 ��� y' � � `-W� RAFTER PER P �� SEE DTZ 3/55.1 � WF &M PER PtAN SEE DTL 4/S5.1 � 6:12 �HED RQ�F DTL tTl4DT19 SCAGE : 3/4"=1'-0" 1 4 14 ..S" �. 2 �./� JCC lllG `f��.J. J I R(10f DEC PtAN WT3x �2.5 SEE OTf. 3jS5.1 WF BM PER PLAN � 1 '�1 1 scazF : .�/4 "_ � `-o�, 7� �/4 g" MIN• •� ��_2" MAX. � wr3X �2.5 � �z ROOF DE�KING PER 2 I�- " PtAN �" `�� `� � �'' � LG FRAM1t�G AiTACN �, � TD WF wf PAF � �_ � `"�i � WF BEAM PER PLAN � o � � '� �� � S�� n�i �jsJ. t ; � � -� �- � c� �� WF RAFTER PfR PLAN ° - 1 4 �z %zX� %zX�ls s�� flrc �js�, � ,�-__ _ --�; P�� ��q 1 EACH S1DE WF BEAM � PER PLAN �' LG FRAME WALC BENT R, CONT. � � 4 1 � E JT. BENT R 3/j 6 � E,A.C�36" o.c. MIN. EMBED) JNECTION PER . OTLS JC. E�E�ATOR CORE � P1AN & ECEVATION LG FRAME WALt ATTACN w/ PAF WF BEAM PER P[AN SEE fl7L 5fS5.1 LG FRAME WALL ?714p7i9 LG fRAME WALZ ATTACH w/ PAF WF BEAM PER Pt�1N {2) �f "� A325N � lq "x3 fzx6 LG FRAME WA�L 1714DTi9 E��.N! �C> CONI. 9/4 WF BM PER f SEE OTL 4/S, ROQF DECKIN� P1AN \ `-WF RAFTER P, � (2) 3/4 "� A3� , � % "x3 �2x6 � �-- HSS COL PER PLAN & SCMED. ! 2:�.2 �HED R��F DTL SCALE : 3f4 "=1 '-0" COL PER F 8c SCHEG COL BASE�' COL SCHEC CONC. V GOLI�MN CC�NN. N SCALE : 3/4"=1'-0„ 3/,�'Xs'Xs„ BENT �, CONT. 8E'NT WF PER PLAN; 5EE BENT SCHEDUtE i �k i/ �v ��, ,� i 1, � �� � 2 3, �, � 8 CANT. ROUF SECTI�N SCALE : 3/4 „= 9 �-�'• 3f ��X��X�,� BENT R, CONT. BENT WF PER PLAN; • SEE BENT SCMEDUCE � ; �� N � i, 1 ✓ r�°' l �� �- 2 f�,+ CAP R_ 3/� " �_ � 2:1 � SHED R�OF DTL SCALE : 3/4"=1'-p" ______ ________ �_ _ _ __ 1714DT19 � i � � � 1794Di't 9 SPACER � :AM PER PL,ItN ) � & CONN. YP. DETAILS ���aarrs (z) 3/ '� �.�2�N R % "x31�x6 NS5 COL. PER PLAN & SCNED. .� �s ��r�� BENT WF !'ER PLAN; SEE SENT 5CNEDUCE 3 16 4" Mt N. 3 9 6 4" MtN. � �� __ _.�n� 3 16 BEtIM BOT fiLANGE 3 16 �-p $ �� � - Tt'P t7t4D�t5 3 1 �`�,1YP ��Nr w� �Ea pc�n�, SEE BENT SCHEDULE 3 16 4" MIN, 3f 9 6 4" MiN. 3f 16 TYP 3? 6 SE�tM BOT FtANGE 3 16 rp ���„ R- t�w SCALE : 3f4"=1'-D"+ t7aa�rr� TNESE DRAWINGS ARE TO BE USED IN CUN�IUNCTION WITN THE ARCNlTEGTt1RAL ORAWINGS DN TH� f�f?OJECT TC� CLEARLY DEFINE ALL C�F THE REQCIIREMENTS FOR THE CONSTRUCTION. WNERE CONFI(CTS DCCUR, COh1TACT' ARCH1TECt� FOR CtARlFlCATION. �;,.i��T: � • � �. i_ F' ! \. .!!J ������� ASSC►CIATES I � .�'Lc�CA .Ir�C, Structiural Engineers & Buitders �412 W. Eis�nhoarer B1vcJ Loveland, Colarada 80537 Ph: {97Q} 667-2426 FAX: (970) 667-2�93 Goiden, CO �ovelontl, G(J E�Emauth, MA AF�CNITECTURE, PLAi��IING, «T���o� a�s���, San Francisco a���c� 625 �vSarket Street, 14th Flaar San Frar�cisco, CA 9�-105 Tel: 41 5.392.4433 Fax: 415.392.4454 �ouisville Office :55? McCaslin Blvd. Suite 2d0 �auisvi(ie, �0 80Q27 r��: �03,4-49.4433 �C7X: J�O.7J.�2F?.�J�.�� AvQn (�ffice 3C3 W. E-3enchmark Suite 220 Avan, C� 81 �20 Tei: 970.949,Q899 F`ax: 970.949.C?93.3 in faC�ResortQesign.com www.R�sort�esign.com � zs � �� C) � � � O �o �� �� � � r'' � � Reuisions. I-Io-�Gi �0% GG' �^-��-0"7 '�C>% C:i� �-2i-�O7 �c�% G[� 4-iC�-t�� P�i�Mli a�i �-C�6-Q? PEF?.MIT �ET g R�SUBM I TTAL � �� � ,Q�. �. I � ��� �� I(I���l� ��� ��'��� �' � �.,� ���,�1 ��� � , A � . r. . � � � �� f � � � � � �M " . � ,. w .. ��■r��; a����� ..�. .� � � � ��� i � � . ■ � . t #4 CQNT. #4 Cs� t2" o,c. ,$ 4 SEE PLAIV � TfSLAB � WF PER PCAN ,� VARIES � �� r/sc�a �.I � � � �. �4x�x.�/s sco�� w/s�e �/� 2-�z r/4 2-r2 SL�AB STEP DTL SCALE : 3j4 "= 9'-0" CQMP SLAB PER PtAN SEE PLAN „ T/SLAB W� PER PLAN .- , � � � � � SCALE : 3f4'�=1,_0" #4 8AR @ ?2" o.c. COMP StAB PER PIAN � SEE PLAN � �jSC,aa � 4 a � ��1-�__�_.t�_.v.._ � ~ q d Q ,� , i � u � a.. @ SIM: SiEP `� APPROK, �'-� f2„ �Q � i4 WF PER PlAN �4 8AR CONT. � � raor�a PLAN SLQPE PER PLAN Tjsc�e 1774DT39 a/4 w 'OMP SLAB PER PLAfV _.._......,,,_,.j SLOPE PER PLAN �.._.,�� ° �, T/SLAB '-WF PER PLAIV SLAB STEF �TL sca�F : .�/4"=�'-d,� #4 CONT. #4 � 12" o,c. COMP SLAB PER PIAN � SEE PtAN T/S1�1B -� ° � d � �4 CONT. WF PER Pt�AN � � � �� f j��f/ / � ,` r`!r _� »�4arss �PDXY lNTt� GQMP. StA6 _4„ NW T(1PPlNG SLAB REINF. w/ #3 t� 18" o.c, EA. WAY P�LYSTYRENE FILL SEE SPECIFICATIONS d" L4� �/¢ z-�z �/� �- �z VERBI�ILD DTL �`...,y.�,' SCALE : 3/4 "=1 '_ p„ THE STRUCTURAt ENGINEERS SEAI ON iH15 DRAWING INQICAiES THAT iHE INFORf�WTION $HOWN AND TIiE CAIGUlATiONS f'ERTNNING TQ THAT iNFORlAATION HAVE BEEN PREPAREp BY QUAUFlE4 PEOPLE UNDER TNE DIREGiIpN dF THE ENGINEEa-QF-RECORD. TNE SEAI OQES NO7 IMPLY RESPqNSIBiLIIY FOR INFURWiTION PREPAPiEQ BY �apyright � 2006 4THERS NOR FQR ANY INfORMAiiON NOT SNOWN ON TNIS DRAWING AND SUCH RESPON518H.IiY 15 SPECIFICAILY D�SCLAiME�. KL(iiA, If1C. � SEE PtAN " TjSLAB COMP StAB PER PL�1N #� c� �a" a.�. ���4ars7 �4 � 12" o.c. COMP SLAB PER PLAIV � SEE PLAN ,� j T f StA- B �-'��_~ � q WF PER PLAN SC,4LE : 3/4"-1,_�„ COL PER SCHEG COMP SL�B PER P 1 '-p» �- i r-- � 4 v � � � , ' : ! i #4 CONT. COMP StAB PER PLAN y �� SLOPED PER PLAN � � r/s�aa -L4X4X3/8 1/4 2-92 � f--� V 2-12 :�iaarss "NEAR TA$ PER Tl'P. DTL. U.N.O. QMP SLAB PER PLAN , „%�� �WF PER PLtiN WF PER PLAN STlFFENER PER 3%S6. J C�PED C�N�. � STEP SC,4tE : 3/4"'=�'-p„ ���4ors� COMP. SLAB PER PCAN #4 � t2" o.c. 1 �� con�r. ` s�� P�N _.�..,. ;� T�-- ' s r q___...4_�_ P i° C4MP, StAB PER PLAN -�--�-4 -- —� , � ;� � !� SEE PL4N�� ' WF BEAM PER P�AN T/SLAB x �-__�__�6.._, 9 4 4� f4 " � EA. END ; i/4 3-12 ANGLE Tt1 BM L4x4x3/g DECK SUPPORT , �LAB STEP I�TL SCA�E : 3/4"=1'-0" t�a4QTas � SEE PIAN ri � " T�SIA$ � _____-- -t i t SEE PLAN ,,, � _ _ _ _ _ _ _ _ _ �y{` BEAM PER PLAN r/sc�e ee�o�o __ _ _ _ _ _ _ � � i 3f t6 � �i , � � � � , NSS3x3x % HANGER WF BEAM PER P�AN J wf �3'P SNE4R TAB CONtV. _../ KANGER C�NN. SCALE : 3/4"=P'-Q° i�a4ar4� z � SUPPORTED MEMBER � � c.> i � �,4 � ,� i _._� fg „� A325N �'� BOL i`S, 5 fp " GAGE, i 23/ " �t��v sPacrlvc ;� a i � ; JL4x4x3/& Sl1PPORTING MEMBER � SNORT SLOTTED HOLES JN ANGLES SUPPQRTED SUPPORTlNG ROWS OF TOP COPE DEPTN BO7TOM COPE DEPTN �OPE LENGTH ANGLE LENGTH �APACITY k MEMBER MEMBER 80LTS (Cfop) (Cbot) (Lcope) (L) --� Wa6x45 Wt2xT9 3 1`" 5° 2 lj2" 9" 5g W16K36 W16X45 4 1 1/4'� 1 1/4" 3)/2" 92" 65 W?SX71 W14X22 3 y" s„ 2 t`2„ �„ 72 W34X196 W2iX62 6 i 1/4" 10 l/4" 4 1/2'� 18" �45 W24X55 W16X26 4 i>' 9" 3" 12" 97 W1&X31 W92X30 2 7 1/2„ a„ 4„ g" 32 W96X45 W18X6D 4 �?/4„ p„ ¢» �2„ g3 w�sx4� w�sx�a 4 � r/�„ � 1/�„ �„ �2'" �� W�6X50 Wi6K31 4 9" 1 1%2" 3" ?211 95 W98X60 W18X65 5 �?/2" 1 1/2„ 4" y5'� 107 W16X57 W12X19 3 9u 5 1/4" 2 1/2" 9" 7� W92X26 W12X19 3 1" 1" 2 l�2„ 9„ 40 W�6X3fi Wt6X31 4 ?" 1" 3'� �2'� 71 W16X36 W14K34 3 1" 3" 3 1f2" 9" 51 W14X34 W98X65 3 t 1f2" 0" 4° 9" 60 W18X60 W16X26 4 1" 3 1%2�, 3„ y2" 97 W94X43 W3DX116 3 0" 4" 0" 9" 64 Wt6X31 W?6X45 2 6 9f4° Q„ 4„ �„ 35 � � � � � � SC�LE : 1 "=1 '-p" COLUM�V PER PtAN FOUNDATION WALL BEYONO GROIIT INFILL BTWN STEP IN WALL AND tNT. SLAB E�GE SE� WALL ELEUATIONS � TfWALL U INT. LOC. SEE WALL ELEI�ATIONS ,� TfWALL C� EXT LOC. SEE PtAN � T/PILAS�ER FOUNDATt�N WALC PER PIAN i714DT44 �i � j � � � � � i � SGALE � 3j4"=1,_0" i�ranras #4 {� 92" o.c. �4 COt�T. COMP SLAB PER P1AN SEE PLAN �� ��Jlt1D � � - � � y � �- . � � 'tt � SLQPED PER PtAN � ^ - � �:-� r/s�a� � � -----% � � WF PER PlAN 1/4 2-12 � SLAB STEP SCA�E : 3f4"=1'-p" 1T14DT34 ' PLAN 4RING � �tOR BOLTS ROOF DECK - SEE PLAN w��� ro caz�ECro� �/ �/ "� PUDDIE WEID � 24" o.e. C(?LLECTOR ANGLE pER P�AN; PdStTION f�IRECTtY BELOW DECK FLUTE �a � RA�(ER BEAM R�(�F C�LLE�'TQR C�NN. SCALE ;� 3/4"-1'-p° �___�________ ___� ___ __---_ ______ t7�4or3,� COMP. SLA� SEE ALAN „� r/s�as��-°' Wf „ . ., . ..,, R PL1�N E PLAN SLAB B�TILT �JP �TEP SCALE : 3f4"=1'-p" _ m _. _, . � _.. w_ _ . _._ __-- COMP. SLAB PER PLAN 100,_0„ � T/StAB f �. � � G � 99'_�,� ..�� � ��' r� T/S1A8 BEY'OND � _ ._ _ _ __ _ __ �_ ._ __ _ ( �___._______.__ � �._�__ �__._����=-_:=�_ l L4X4X3/8 B�YOND WF PER PLAN EMBED R & CONN. PER np ��ra�cs exc��r as rvor�a aeov� VJG !V YYlIIL GIY(L3�Q 'L wfSTUO SPACING SN{7WtV r �' r � � <, .....e � � � � � � ��aQrs2 FpN. WALL PER PLAN SCALE � 3/4"=1'-Q" rrrapt28 iNESE DRAWtNGS ARE TO BE USED tN CONJUNCTfON �YtTH TNE ARCH1i�CTURAL DRAWlNGS ON THE PROJECT TC1 CL�4RLY DEFJNE ALL t7F lNE REQUlREMENTS fOR THE �C}NSTRUC'TiON. WHERE CONFL(CiS OCCUR, CQNTACi ARCHIiECT FOR cr��rF�ca �ro�v. i"��' ii�'� � • • � �� �I �� � ' � � �;.� .��t�A ��2C. StructuraI �ngineers & Builders 44� 2 w. E�seni�ower B�va Loveland, Colarada 8fl537 �n: {s�o} es�-z�z� Fr�; (s�o) ss�-z�9� Golden, CC} Loveland, CC} Fqimouth, MA �RCNITECTURE, P�ANitiI�1G, INTERlOR DESIGP� San �rancisco Office 625 Market Street, 14th Floar San �'rancisco, CA ��-� 05 Tel: 415.392.4433 Fc,x: 415.39?_.445G- �ou�su��i� o�t��� 357 McCasl'sn Blvd. Suite 2�JQ �ouisville, CO 80027 Tel: 34�3.4�9.4433 Fax: 303.926.5233 Avon affice 3C7 V�l. BAnchmark Suite 22C7 Avon, C� �1 �20 iel: 970.94-9. Q899 Fax: 970.9�-9.0933 inr'oQResnrtDesign.cam www.ResortC7esign.com i� ��� � �o � � �= �-- ' d � 0 O� � � � � � � Revi�ion�: I-ih-C7? �Q9'o GI� �-�a-�-� �a� �p �-� i -a-r ��� �c� �-rca�a-� ��r�,r��r ��-r (�-On-t?7 PERMIT �ET - R�su�MEr�-,�� �i' �� ��f � :�� � � ;u� ;,;+ �s� � ��� ���� kk II����: �� i I� ii A '� # C7rawing Titie: ���� I �� ���T I ��� � ����I �� �� ______._ �c�ta: ��aV. ar , ���a� Praject No: T1�71� �drawn by: �N� Checked by: JC.H ShGE't: --- I i �I I V �'3) �g "� A � � 4 � � s � SCALE : 9 �f2»`�,_�>, COL PER PtAN & SGNEflULE 1325N 80L TS AN r�ta�rs� SHOP INSTALL ANGEES. LEAVE SPACE BETWEEN D� WEB TNlCKNESS -t- fg" ��c4�¢;�3/s w/ f�,�� A325N BO1.TS ,r— WF BEAM PER FlAN; S7R1P J 801�fOM FtANGE @ CfJL SUPPORTED MEMBER ROWS OF BOLTS ��pAGliY (k) iN S!lPPORTED MEMBER wroXzs 2 ,�� wrzXrs .� 42 w�ax.� 3 sa Wi$x26 4 57 wisX3� a s2 W1&x57 4 83 w� sXss ¢ �3 W18x35 5 76 W1&xB5 5 10$ w�sXas s ios wziX�,� s rsz W2tx83 6 132 W2ix10i � 8 i32 W24x78 T 148 II M � 1 i ! �`�._..�' SCALE : 3f4„-1'_U„ r�taar�s THE STftUCTURAI ENGINEERS SEAL QN THIS DRAVIING iNUtCATE5 7NAT THE tNFOftl,lATIQN SHOWN AND THE CAICUtATiONS PERTAINING Td THAT INfqRidAT10N HAVE BEEN PREPAREO BY QUALtFiE€} PEOPIE UNDER THE DIRECTION QF THE ENGINEER-OF-REC4RD. THE SEAL OOE5 NO7 IMPIY R£SPONSIBILITY F6R INfdRiMTtON PREPAftEO BY `���Y�l��� ��(70� OTHERS NQR FOft ANY INPORMATIQN NqT SHOWN ON THI� oRnwin�c aHO sucH R�sr�oNSien.sn �s srECiFicn�.�Y o�ev,iMEO. KLBcA, tnc. WF R4� � 3j�g ., � � � . � � 1 SGALE : 3%4�'= f'-p„ WF R � g 1714D75ff BALCONY TdPPlNG PER ARCN (1) �4 CONTINUOUS � TNROUGH Ct/R8 PDRTE COCNERE TCJPPING PER ARCN & " j � �� i' n �, f�4 DOWEL (� 24" o.c., TYP. COMP SLAB PER PL4N �• � * �i' � • � SCA�E : 3f4'f=�,_p" #4 CQNT. � COMP, SLAB PER PLAN —� 1714015& SEE PLAN COMP. StAB PER PLAN �, �� � S�'E PtAN ° ,; ,�-`%} r/sue � ' � fi � � �� � � L4x4x3/g_,/' �� �—WF BEAM PER PLAN t/4 2-12 1/4 2-12 PENTH�ITSE BALC�NY� STEP 5CAtE : 3/4"=1+-�" ��taDr�� #4 CONT. SEE PIAN COMP. S�AB PER PLAN �� t �� I ,� SEE PLAN COMP. StAB PER PLAN + ° � '� T/StAB ° �� C 4 ---� � �, ' � l WF BEAM PER PLAN WF BEAM PER PtAN —� L4x4x'�fg PENTH�}ITSE BALC�NY STEF J,t,H�[ T�. ,Jj'tAj-1 �—'ll(r 17f4DT57 a d ■ � � � � BALC�NY wICON�. �URB scaZe : 3/4 "= a'-o., W90x17 w/e HOLES C� W� BEAM PER PLAN SINGLE AI�GLE �'� C�RE M�M � ' ,� scacE : .�/�"=r'-o„ COL PER P1AN & SCNED. 3/g'x5"x6!' SHEAI? TAB w/SLQt7ED HQtES '�/g'x8"x8" %� — �4 CONT. --COMP. SLI38 STONE VENEER PER ARCH DWGS PER PLAN � ,{ � � SE� PLAN � � T�SLAB � � SEE WALC ELEt /�i � T/�IALt : —#4 � 1z" a.�. % 2-�2 � 2_ �� L4x4x'�/g, GALVANIZED; A1"TACH w/ 3/4 "� EXP. BOLT Q 24" o.c. 43%q ,� MIN EMBED DEP1'H )T140758 C1P CONC. CflRE WAL� PER WALL ELEt/ATIONS %2 "x 12'X 1 '-0't EMBED � wr�4� 3 f4 „� N.A.S. & (�) DEFORMED BAR T&8 ENT �ONN. 97t40F55 -~. � v i � , , �-� V 1 � ' i ' i � i i a � � G � __ ; � � � � cr� cor�c. eoR� wac� - PER WALL ELEVATIONS � � � i � � � � _ f'x 1 f1 "x 10" EMBED R � � __--- -° `" a_��' _ w��4) 3/4'� N.A.S. ��L T� CORE C�NN. SCALE : 3/4 "=1 '-0„ STONE VENEER PER RRCH OWGS PER ARCH 7f LANDING � L4x4x'�fg, GAL UANIZED � 9 4 3-PZ i/4 3-12 i� i LIGNT GAGE Wttt L i i PER lYP DE7RI�S � ' �, i i '; � j 4 �� y � -+- � i i i � i BEAM PER Pl�1N i i i i � 4 _ STONE ANGLE SCALE ; 3/4"=�'-0" STONE VENEER PER ARCH OWGS PER ARC!- TfANGLE L4x4x�fg, GALi/ANIZED; ATTACH wf 4'� EXP. BOLT @ 24" a.c. 43/ " M1N EMBED DEPTN � i � • ST�NE ANGLE SCRLE : 3f4"=1'-0" .��. 1714DT54 1714D753 90" CONC. STAtR CORE WALL PER WALC ELEt/A7tONS 17f4di53 TYP� nn��n r� en nrn n� nn� 9Q0'-p" T�j_.___._.___.` ��:i��: r s• ■:i�;i��;T � � ' � , ASSt3CIATES � ,; .KLt4CA I�ZC. Structucal Engineers & Builders 4412 'N. Eisenhower Blvd �oveland, Color�do 80537 Pf�: �970} 667-2426 EAX; {97f�j 667-2493 Galden, CO Lovaland, CO �almouth, �,9t1 ST�NE ANGLE SUPPORT ARCHITECTI.JRE, PLANNIN� SCALE : 3/4"=t'-0" � 3I8'X��x�» t�X4X°�/$ W/��) rHRv BOLT FOR ERECTtON TYP 1 /4�-- L4x4; � .�� .. __.......___ . __..._ . . .__._ ...,._..._ ......_ k t714DT53 �I�i����Q� dE`^J��.�N Sar� Francisco Q�fice 625 Market Streei, 14th Floor San Francisca, CA 94105 Tel: 415, 392.4433 �ax: 415.392.4�-54 �.ouisvill� Office 3�7 McCasiin 8ivd. Suite 20f� Louisviile, CQ 80Q2? �' 3/g"x4'x4" T�I; 30�.�-49.�433 Fax: 3CJ3.926.5233 �4x4x�/� w/(9) r�RU Avan office BOCT FOR ERECTION 30 W. Benchmc�rk Suite 22� Wf BEAM PEIr' PLAN Avon, G� 81�2Q Tel: 970.9�-9.G�8°9 HSS6x4x f4 ���: �70.��--�.a�3� info@ResartDesign.com www.ResortC?esign. corn (7�1" YY����� f fV'i1V(�. �� 2) HS54x4x ¢ COG., �sssX�X %4 eEaM c� � Q� � � � �- � � O Q � � � � � � � � - ,�,,�`i,_ ._� 1 ' �C �%8 �X�i X�„ `t � i � -� ��a�_� �� -_-� --- -f- � � � � � i t_____��:} ``��.____JL � '����X4rX4�� i�GVISiOi`1S: - -__� 1-^16-C'i� 30R'o GL`> � ��X�XJ/g �/(�) T�RU �-��-a-r ��f c� ' BOLT FOR ERECTION �-21���i ��% Gt� L4x4x`� w 1 THRU WF BEAM PER PLAN �'-l�-�i F'EI�Mii ��i /� l� ) �-c��-o� ��r�Mi-r ���- - eazr Fo� ���cr�orv R��uB�„-,-,�� � - HS56x4x 14 EA. END � � 1/4 xss er� r 1 � ca�, �a, �r�o �14 � 5CALE : 3/4"=1,_0,� �� �4 � 12" o.c,—\ ; CDMPOS(TEi SL.4� AND—� RElNF. FEft PLAN SEE PtAN ,.� , TjS�aa 1 -�- x � � 1 d ,---.f---. ,—w— ° 1 T 140T47 ��4 CONT. � ; �ax�x�/� ��cx su�pa�r SL�PE w/DEGK i ' f� � COMPOSlT� SlAB fiND � REINF, PER PLAN ,.,, SL�PES �� �: j '° T/SLAB W� BEAM � PER PLAN —1' I i DDUBLE Al�GLE CONN, PER T��'. L?ETAILS � �I�AB ST�P DTL SCALE : 3�4 "= f `-Q„ WF BEAM PER PtAN 1794Q727 TH�SE DRAWINGS ARE TO BE USEL? IN CONJtlNCTIaN WfTN tNE ARCHITECTURAL ORAWINGS DN 1�HE PROJECT TO Cl.�1RLY DEFINE ALL QF TNE REQUiR�MENTS FOR TME CON5TRUCTiON. WHERE CONFLlCTS OCGUR, GONTACT ARCHITE�T FOR CtARIFICATIQN. ,� � � ��s � � "` t V ,��� * � � � � �,. � �;, �.� ,� � �III�II� II II� II � - � � � + � � � 1 r. ♦ � � « � D �� r.������� ���!���!�. �������!� N�I� � �L U�l� S�NED U� E MARK FLODR �1 �� �3 �4 C5 C6 C7 C8 C9 C10 C� � ��2 ��3 �14 C�5 C�6 C�7 C18 C�9 C20 �21 C22 C23 C24 �'25 ROOF � � x � LEVEC 4 � x � � � � � � � � ` � � � � � k � � "~' u�i \ � %c X � � z � i � � LEVEt 3 `° � � � \ \ \ \ \ �' X \ \ � u � c"�'n vi vi � x � LEVE� 2 ° �`� � x � � � � � � op �0 °Q �0 �p N N q� � �-V cy �t. 'q. � x x x � � X � � v� `� ;, �, � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �, � � � � � s s � � � � ."'x x � x Q � z x z LEVEL 1 � v�i � �r�i � ^-------i k x x � C��i � � i� L, � r �----._.r..�L . Lj....���_ o L, . �.. c�'n vr`'i "�� `�� �� � ��� �i i � x � x � ,� GARACE' �� f j''"'"�� j"�`�j ,�.� j---' , , �.. �� 1..�� � �y Lr L �,� � � . � L ��r �! . �� L. '=- �� � L.���� E . I i_..__..� �. �� i � ��� � �i � �1 ��I i � i��� I i t; , i i �� � � i `'_"""""":'� , I � STEEZ COL „ ,� ,� BASE PCATES ,• �� •, �» >, �� ? X 14'XS "-B 1> 1 Ok: t x 12 x8 -B 1 9 x14 x14 -B1 � f x14 x?4 -Bt 1 1 "xt4'z94"-Bi fi f "x15'z95'j-81 i j"xi5'x15"-B1 13 "xi6'k16"-8l 1 � "x9�"x�5"-81 1 ? "x16'x96"-81 1 � "x16"x16"-81 1 � "x16"x16"-81 1 � "x14"x14"-81 1 ? "x14"x14"-B1 ? f "x�4'x14"-89 1 "x14"x10"-81 i � "x13"xP0"-B9 9 % "x12'k&"-82 - - ,� �� •, 3 „ „ „ _ � "xl2 x?2"-B? - cx�Xw - n�p� 4 fi 4 4 1� 2 �2 z 2 4 jz 2 f 4 � x�4 X�� -a� <�o�. / X12 xs -s� / � "x12"x8"-82f88 RN ��� 51��L GRADE ��) �� .,�, A307 (4) 3f „�, A307 (4) '�� „�, A307 (4) f4.,�, A347 {4) 3/4'�, A30T (4) 3� „�, A307 (4) `�f '�, A307 (4) 3f '�, A307 (4) 3�'�, A3Q7 (4) 3j'�, A307 (4) 4'�, A307 (4) `�� ,��, A307 (4) 3f '�, A307 (4) 4'�, A307 (4) '�/'�, A307 (4) 3f "�, A307 (4) 3� „�, A307 (4) 3f "�, A307 %�) '��4 „�, A3D7 EMBED LENGTH 9'� E�MBED 9" EMBED 9" EMBED 9'+ EMBED 9" EMBED 9'� EM8E0 9" EMBED 9" EMBED 9" EMBED 9" EMBEI? 9" EMBED 9" EMBED 9" EM8E0 9" EMBED 9" EMBEO 9" EMBED 9" EMBED g" �Mg�p 9'� EMBED REMARKS �� .,����,,� '�,�,,," ,,�,' `�.;r^' ��L��I��J S��I��C��.E - ��I�TlNC1ED MARK �«o� �26 �27 G.2S �29 �.�Q �,.� � C3� C33 �34 C35 �,3'� �37 C38 C39 C4Q C4 � C4� C43 �44 C45 �46 �47 C48 C49 �SC� RUOF � � � k . � � � � � � � � � \ .��. � k � x x � x � � � LEVEL 4 � � � � � � � ` z � z x x \ \ \ `�. v`�, � v�ri vri � ��E� � � � � � � 0. a) op 4p 4+.. �'�, er�'`j �' tj �"�') � h'�j r��'j � � '.-~.. � � � ��`* � � uk°'� uk7 � c�KO � � %�C' � tF �' � `n � .�G�, t j "� *V" � C� �'"�, � (�A � V? � VV17 Cn � V� v> C!� �`` � � � � � � � z z x z s � z z z x � � � � LEVEt 2 \ �-__.'_ � \ \ \ � � � x � � T � � T Z LEVEL 1 i---------� �--� � , �� �� � � � � � s �� � � }�� �''-'''� � � � �- r � � g I�� � �! I j ; f i`�..�.'.� �-------� �<, f ( I I � � �i GARAGE STEEL Ct�L t ,� „ „ <80k: 1 +'x 10 "x5'� t „ ,� „ „ » �, >� ,� „ 3 „ „ BASE F�LATES 1 r ., 1/4 xl3 x8 -81f87 t„ ,, 1 f xl4 x8 -B� 3 „, 1 x12 x8 -B7 1 x12 x8 -B10 /4x93 x8 -81f$5 y» »„ 1 /�'x� 1 `x8'-89 � „ ' - >80k:1 � x10"x5n 3� r'x20+x20"-Ai 1 %z x14 x8'-B9 - f „ �, » - %qx12 x&'-B1 - „ - „ „ „ - 1 � x13 x8 -B1 _ _ _ _ _ _ _ txLxW -�?`PE B3 - t=1 j 2 1% x 12 x& -82 B4 - f=1 SEE 3/55.1 9 x 92 x8 -$6 ANCNOR BQLTS �q� 3� „�, A3Q7 (�) '�� ,��, A307 (4) 3�'�, A307 (4) 3/ ,.�, A347 (4) 3� „�, A307 (4) 3/y'�, A307 (2) 3� „�, A307 (4) 3� ,.� A307 (4) 3� „�, A307 ��.� SIZE, �RADE �, ,� ,� ,� „ ,. „ » „ EMBED LENGTN ��MBED 9 EMBED 9 EMBED 3 EMBED 9 EMBED 9 EMBED 9 EMSED 9 EMBED 9 EMBED REMARKS � .�, � �ONC� NALF �� �' 3 -'� aN e�nnr�; sFF {�j �- 3fS5.1, STEEL COLUI�N LEGEND � HSS4X4X i f 4= COLtJMN StZE � � = COLUMN CAP � � �; T = COLUMN SPL(CE z �.. = COLUMN BASE � STEEL COLUMN NQTES.• 1. SEE STEEC BASE PCATE DETAtL. 2. SEE SiE'E'L CO�UMN SPCICE DfTAiL. 3. SEE BEAM STiFFENER t� COl PTL THE STRUCTURAL ENGINEERS SEAL ON TH15 DRAWING IN€iiGATES THAi TME INFQRtAAl1QN SHOWN ANR iHE CALCUlATIONS PEftTAINING i0 THAT INFORMATION NAVE BEEN PREPARED BY QUAIIFtE� PEQP!£ UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL D4E5 NOT IMPLY RESFONS181U1Y FOR INFORA4ATION PREPAREO BY OiNERS NOR FOR ANY INFORMATION NOT SHOWN DN TNIS DRAWING AND SUCN RESP4N5!$N.ITY IS SPECIFICALGY DISCLAIMEO. Capyright � 2006 KL&A, lnc. KEY NOTES: �i USE IYPE 82 AT WALL CORNERS � USE 7YPE 83 OR B4 AT WAl.� W% 33' BEND SEE 2/56.4 �t�R fJ72 � COLUMN BEARtNG {?N WALL NEAR GRID N16 USE TYPE 85 Q USE TYPE 86 AT WALL CORNER Q� USE B7 AT COLUMN BEARING ON WAtL NEAR GRID Fl s` tISE B8 AT C�LUMN BEARlNG ON W�iIL NEAR GRID 892 � USE SQUARE BASE PLATE WHERE COLUMN BEARS DN PtLASTER SCALE : N.T.S, 1 � � TNESE DRAWlNGS ARE TO B� U5ED 1�! C�NJUNCTIUN WIiH I'NE ARCNJTECTURAC QRAWfNGS �N TNE PROJE�T r0 CIEARCY DEFlNE ALL OF TNE REQUtREMENTS FOR Tl-tE CONSTR!lCT1DN. wH��� corvFCrc�s occu�, corvracr a�c�rrrecr �o� c�a�«i�arion�. '�� i'� i "i �i�i � � � � .. �� � . �a ; i � i� ��[e� ASSC?CIATES �; 3, ,f KLc�CA Inc. Struct�ral �ngineers & Builders ;412 W, Eisenhower Blvd (�oveiand, Ca{oroda 80537 Ph: (970} 667-2�#26 FA7C: (97Q) 667-2493 Galden, C4 Loveiand, Ct� FQimouth, #�A ARCNITEC-�URE, P(�ANNING, I[�1 TER! OR DESI GN Son Francisco Office 625 Mcarket Stre�t, 14th �IQOr S�n Francisco, C�, ��1 {��J T�I: 4� 5.392.4433 F"ax: 415.392, 4A-54 I�ouisvill� affice 357 McCaslin Blvd. iuite 200 �ouisville, C� 8C1027 Tel: 303.4�-9.4433 F ax: 303.926.5233 Avon QFfice 3Q VV. Benchmark Suite 220 l�von, CQ 81 ��{� T��: 970.�49.0899 Fax: 970.94�9.0933 info@R�sort0esign.cam www.Resort0esiqn.cam � �a °o� � � O �o o� � �- � � �� ReviSions: I-16-C>"7 �U�O GD �°`��^��i �J�%� �i� .J°��^�% 7 �i�� c.sL✓ 4-f�-Q`T P�RMI�° S�! �-�6'C7� P�RMIT a�T - R�SUBi�i! TT�L �� � � i I b ,( W ���II ' �AI.�II� �� � tt" �; ���� �� i ; 1 � • ^ � ; �. � � � Date: N�'�l� C��, �C�C�� I 1 Project �lo: Tl°71�� Drawn by: � �N� Ghecked by: �1�.� Sh�et: � � GQL C1 �1V SCH�D �1 L E-�C�N TI NCl ED MARK F«�R ��1 �52 �53 �54 C55 C56 C57 C58 C59 C6Q �61 C62 �6� C�4 ROOF � '� �. `�. `� \ � \ �. \ \ � � � � � � � � � x � � v�i � � x � � � i � z z � � z i LEVEI 4 h � � � z � � � � � z z l.EUEt 3 LEVEL 2 � LEVEL 1 GARAGE STE'E� Ct?L . eASE PurFs r��Xw - r��F ANCNOR BOLTS (#) SIZE, GRADE EMBED LENGTH REMARKS fg "� A307 ERECTlON-- BO�.T, TYP QF 2 W-2» 1 >+ MtLY. 'l 4 . � � ��� � i^— `� i i � � � � � M I� ' +f � a � , i� �i � i i i�! - !�i � I� � �! I� E �. .� HSS Wf ¢" WALt THf�KNESS 5ja6 V � ,'t2" r�� au�r � �,/rs V NSS COG • � � SCA�E : 1 " _ �'— p„ THE S7RUCTURAL ENGINEERS SEAL ON TN15 ORAWiNC INQIGATES THA7 THE INFORMATION SHOWN ANO THE CALCULATIONS PERTAINING TQ THAT INFORMATION HAVE BEEN PREPARE6 BY QUALIFIED PEQPLf UNDER 7HE D(RECiION OF THE ENGINEER-OF-�EC4R0. iHE SEAI DOES NOT IMP�Y RESPONSiBILiIY FOR INFORkU�TIdN PREPARED BY �'p�J��-j�H�` � ZOOE7 OTHERS NOR FOR ANY INFQRMATIt?N NOT 'SHOWN ON TNIS DRAWING AND 5UCH RESPQk518�LiTY IS SPECIfiGU.LY QI5ClAItAEd. K�.BCA, 1C1C. sod-aa SlIFFENER S�HEf�ULE FLANGE W1DTN STIFFENER TNICKNESS 8" OR LESS 4" ('�i�g" {F tISED AS SNEAR FAB) > 6" TO 9„ 3/�„ � 9" TO 12„ �2" > 12" TQ i5„ ���„ > 95" 5PECtAL DESfGN REQUIREfl CL1P CORIVER AS REQ'D TfJ CLEAR BEAM '+K" THREE S/DES, TYP, � � � STlFFENER SHALL EXTEND TD +f — f� " 0� OUTSlDE FACE OF BEfiM FL4NGE (EXGEPT WNEN EKTENDED FOR USE AS SHEAR TAS CONN.) BEAM SNEAR SPLIGE WNFRE t1CCURS, SEE SNEAR SPLlCE TYPICAL f1ETAttS � � i 2'—Q" TYP U, N.O. i EXTEND STIFFENER WNERE BEAM FRAMES PERPEI�DlCULAR F�R SHEAR TAB �'ONN. SEE SHEAR TA8 T?`P. DETAlLS. :C :C `r� 5 9 6(` I TNREE 510E5, 5 � � }-��--� Q SNFAR TA8 , l� CONN. i STANDARD BEAM GAGE � MIN BEAM WIDTN � 4 %2" FULL DEPTN STiFFENER BOTH SIDES. SEE SCNEDULE FOR THI�KNESS. CENTER UNl1ER COClJMN U.N.O. WF STEEL BEAM AN ��" GAP � wf (4) f"� A325 BOLTS NSS OR WF COLUMN. MAY QCCUf? f � f� ASOVE, BEZOW, QR 80TH,.1 � T�P. BEAM STIF�'ENERS @ C�L SCALE ; 1 " = �'—Q" so4-os � � ' scacE : rr. r.s. - BOLT 1NFORMATION ANCNQR RdD � MAX NOLE 0 MtN WASNER MIN WASNER M1N EMBED, (iN) (tr�) srzE {rrv) �HICKNESS (1N) (i�r) 3� � 5� 2 � � % 1 % 2 � 5% 10 1 1 t/ g 3 /g 12 � %2 z l,� 3 %2 % �s NOTES FOR BASE PIATES: 1. SEE COLUMN SCNEDlJLE Ft3R BASE PIATE DIMfNSlONS, ANCHOR 84LT S1ZE5, NUMBER OF ANCHOR 80LTS. 2. ALL BASE PCATE MATERIAL IS A36 STEEL, U.N.O. C ; _`__ i 1/4� � ! ANCHOR BQLT i i � � \ � � ? 9/2" TYP., U.N.D. . ; t IYPE 85* *DtM. Tl'P. U. N. 0. 9 1/2,. TYPE B6* *DIM. 7YP. tl.N.O. �i' 1 1/2" 2 1/2" �„ �� • :� �� � � f2„ ,�,, �� 9/4� W ,� ANGNQR BO�, � � m° �"., w � STEEL COL � WfiSNER BASE R \ GROl1T ADJ NUT CIP CONC ntvc,i �vri uv� � n� uvu � i�iQ EMBEDDED OR THREAOED ROD w/ �vuT rACK wECaea ar EMSEDDEn END. STEEL COL ON C.I.P. CONCRETE ANCNQR BO�T \ � � � � oa t/4 r , � I,� .� "�- � ��, � 7YPE 63� *DIM, Ti'P. U.N.O \ � � � � 1 1/2" rurvrrvrt uvd� TYPE B7* TYPE B8* *DIM. TYP. ti.N.O. *DIM. TYP. U.N.U. STD STEEL BA�E PLATE DETAIL SCA�E : N,T.S. sa4-o2 ti � � � � � � � � IYPE 4� *DlM. TYP. U.N.O. TYPE 89* *DtM. il'P. lJ.N.O. T �/s"� a32� eaLr ANCHDR gQL TYPE B10* *DlM. TYP. tl.N,d. THESE DRAWtNGS ARE TO BE (1SED IN CONJUNCTlON WlTH THE ARCHITECTURAL t7RAWlNGS ON 1NE PROJECT TQ CtEAR�Y DE'F1NE ALL OF TNE REQUIf?EMENTS FOR TNE CONSTRUCTlDN. WHERE' CONFLtCTS t?CCUR, CONTACT ARGHITECT �"OR ccaaiFrcAriarv. � .�, �� � �,i ��,� ����� ��� �� . .. 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L �.��,�., f�rawing Titie; ������ ������/�� � ������� � Date: �ic��f. c�C�, :���� � Proj�ct No: �Tli(� C7rawn by: ��`� Checked by: �.1GN sn��t: �