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DRB18-0302_Approved Plans_1532011597.pdf
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IVA DIF ...4,1"ree • 440.30 a Mt 4 to 7/19/2018 12:00:00 AM Design Criteria: Code Edition: 2415 IRC Lina Loa*: Dead Lords Ci) LL 200 paf Dl 20 oaf for-0' 2'-4" l 14'-0" i Lateral'Loads: Raillirug: 20011or50plf MIIME �Il' 3111- 1one i 'jyp--LEDIGEA RE=NOTES rat,,, 1 311/21'x12"GLU-LAMt I I LEDGER,RE:NOTES 1 y crnx20 l III RESOURCE Foundations: SLOPED 2810 AT 16'o.€: JJ" I I I I T L2c2x1}M AT 4$'o.t.WJ - I df'tgI1!!f[ng 0011Suf1]Ytg A. Footings hamehcm desigricdcn an assumed•nom aesi v,viewable.blaring prigure of 2000 col.F4urdatiion R I STAIR TREADS, I _ I STAIR TREADS, INTIK!7 1/4"DELT THS BAR GRATING,RE:CYI [R COI'IFtryCtion rnyk net oroC cd without Bari First ion of#heSe sralOPF. IfdiyCrcpanciei pkiFt in actual Aho cenditiorK }� RE MOTES RE:NATES notify EOM for rauiew. V TYP- EXE M.RE-NOTES •�' 13 F` I - I EDGE 9M:At:NOTES / ' I I I POST OFFICE 94X 1 1 8. All f44#iry9ion fade WFra11 bearonfirm,VndiiForbed natural Wile.properly compacted MI-LIME-al fill including 1 air 333 REARCFCREEK RD.R302 proof-roiling and aver-excavation as required. 3-1/2'x12"GLI!LAM CANT. CONT. CONT.C10pS24 BENT C. Avoid excessive wetting ardryingoftheeacavatIorr keeping theexcavatonreasonablyfreefromwaterduring � a'-6" y q• 'SSs EPWAfofaS, tpRAf50 81632 Rlacemelrtofcolweke: t71",..', � P 974306 7638 D. Finished gracNng!pervious)shall drain away from the ex lsling foundatlor waFI at a minimum of 574. %',-.,.. y 'I, #may w.,'�.Orfoti.6Frtsor,n f cola Reinforced Concrete: \ NEWCOLIN EX'S-1G. 'b N. A. All structural emerete has Leen designed in accordance with ACI 316-14. AISAfueturallconcrete construction work STu6wALLi shallcdr,Ferrn toACI 301-1O(or latest editionfunless matedotherwae. fy ' s A B. Castn place concrete shall be made with type 1/11 svIfate-redstart Gement to maintain the following requirements, '9y admixture-containing GhIorrde Felts shall not be used. r. Element: Pc 34 Ae Frondikivns Fpobrig4 3000 poi- --- ° UPPER LEVEL PLANI 1 = _ K g Ekterr5labscoGrade 45DDpar 0.45 6-0UPPER LEVEL PLAN C. Concrete coverage For reinforcing steel shall provide thefollowi1F 1. Concrete poured permanently against earth: 3' 2_ Cona-ete poured in forms(exposed to weather or earth]: 2' D. Concrete slabs on grade shell have sewn or trowel out control Joints at a maximum spacing Of 12'-0"in each rigeetiOnor 144sq-Rwithin 12 hour of pouring' Carry reir,lOreerrrent throughjdihMi and locate isolation jolts 23'-9" 11'' ,,YY 23'-9' around e011rmMSat exterior wall_Consult engineer prior W connecting the Slab dM grade to Other pOrtidnidr the / VERIFI - VERIFY superstructure. E. Hat and cold weather concreting pracedures shall conform to the reoornmemdatlons In the ACI Manual of Concrete = Practice. [-- r r F. Bolts for beam and column bearing plates shalFbe sok with temRlales G. Etgpanslort bolt shall be planed a mlrrmtm of 8-bolt diameters from concrete edge and maintain a 10 bolt diarnete. # I NEW A''cDNC U AR # I I MEW 4k SLAB, I In spaGll+p,unless nokedoi4er .se. ICE:PLAN NATES RE:FLAN NOTES 3.1/2"k12"BOTTOM p-IpR[a � ReinforcingAll reinforcement eel; I iy RAISED 6"FROM CONC. - I I A. All reinforcementdetarhng,fabrlcatwn and placement shall conform to the AO Details and Detailing of I d -L- XI d Relrtfencemeet(ACF 315-101. I f+ • 0 I I r E]SISTING PIERR M 0 B. All reinforcing shall he of high grade deformed bars conforming to ASTM A615,grade 60•coapt ties and anchors L1 6 'S., FOOTING:TO REYddaF�, which sham aonlorm to ASTM A615,grade 40 or ASTM A706•grade 64. r r C. Welded wire fabric,if used In lieu of fibers,shall conform to ASTM Al#15,grade Wand Le lapped a minkmrjmaf ono I I NEW 12' SONO-TUBE STArtGUSS+ET:MINIDE kr-i. I I I 4. (W EFJIFYJ firm mesh plus two in€hes at side and end Wires arid Le weed together_ _ WI 2'-5'x2'- SQUARE SHEATHING OVER!NFILLFRAMING -J� L,a Structural Glued Laminated Timber - - - FIG OR 3S"BELL W/ IN TRIANGLE AT 2Ab[_fW IL WITH 205%HOOKED DWL'S 104 NAILS AT4'a..t.TrP_NOTCH A. Meberlels,manufacturer and quality control shall be in conformance with,UTC Product Standard 119-95,"5uucturnI AND TRANSVERSE BAR AND HUSH FRAME WITH SIDE Glued Laminated TIrnter`or latest edition. PLATES PER CONN.sCHED. B. Laminated members shall Le fabricated using DcmiglasfIr et 12%rriaistureconterit in accordance with ViCLIB and 2 with the ro1lowia8 cambinatiDn tyrntOli: tv 24F-VE Simple-span sed caniGnuous or cantilever beams C. Ali members shall Le Architectural Appearance Grade,unless naked alherYrse by the architect LOWER LEVEL PLAN .:,-L E LEVEL D. MI members shall Le protected grant damage 2,1C1 exposure to moisture prior to and during CDnitructierl. i E. Adhesives shall meet the requirement lOr wet conditions of service. F. Da hat camber laminated menrheri uMless ipetiFitallyihditstedranthe plane. a Structural Woad Framing: o A. AIF framing lumber shall be of dry Douglas Fir-Larch(DF),graded Ly Western Wood Products atcordlltg to the WOOD FRAMING P L 1 Y R L L E D T E E L F RA M I N PLAN . , ' following recommendations. AM 2"nominal lumber,except stedsshel he of OF H2 or better,and solid timber i Learns and posts 3"nominal and wider shall Le Of NZ. w B. Except as otherwise noted.the minimum nailing shall be provided as specified in the"Nailing Schedule"on the Orawirigs12D15 IRC Table 2304.9.1. .iii7314 1 I I i I ! C. Falb used far wood graining tOndetti6fl.Shall be installer wiM standard washers and nuts. 7.1 D. Far Multiple member beam tennretiOnk.unleisMeted Otherwise WI mendatmrtr'sipeaifr_atien,use the Fo4Owirtg guide_ K I Built-up meam mbers 1 'dcei PLAN NOTES: PLAN NOTES: lar * Fpr mem¢,er•.12'd¢ep or less.nail each member to the ntprt witlr(2f•roxrS of 124 nails at 12"p,C. • For members greater than 12"dens,.tall each member Wine next with131-rewsof 124 nails at 12'o:[: 1. DECKING AND DRAINAGE ASSEMBLY IS 2k6flOMP05FTEDECKING RATED TO SPAN 241"o.c.+1T 140P5F ON RIPPED 1. FLOOR DECKING ISOaEN STEEL BAB GRATING BY OWNER RATED TO SPAN 48'o,c,AT 100 PSF AND SHALL RE • For four member teams,balk mrough with al-rows of 1J2a dim.bolts staggered at 12'o.c. Structural Steel! 2x$LEEPERS SPACE AT 16"a.c.MAST.ON WATERPROOFMEMRAAN E ON 3/4'TONGUE AND GROOVE APA RATED REVIEWED BY THE ENGINEER OF RECORD PRIOR TO ORDERING AND INSTALLATION. OPTION:TREX 0ECKI615PER R steel shall be detailed,fabricated and erected in accordance with the latest provisions of RISC`4,lanuel❑f STURDI-FLOOR,EXPOSURE I.RATING 24'd.t ON SLOPED STRUCTURAL JOISTS NOTED FIELOhV_ WOOD FRAMING NOTES AND LIGHT GAGE STEEL FRAMING AS DEFINED IN NOTE 2 BELOW. Steel Construction'. B. All structural steel rolled shapes,including plates and angles,shall conform to ASTM A36. Tube shapes shall 2. ALL DECK J01515 ARE:2k14SLOPING DF No.2ORRETTERWIN 71}x`DEPTH),SPACED AT24"o.c.TYPICAL, 2_ ALL DECK JOISTS ARE:212"2x1}4 SPACED ATA9'o.e;,TYPICAL.UNLESS NOTED OTHERWISE_ALTERNATIVES.SHALL J conform to ASTM A540 Grade L Pipe alumni shall conlorre to ASTM A53_The latest editions Of these l.L.l UNLESS NOTED ALTERNATIVES 51-IALL HAVE EQLFAL OR GREATER CAPACITY AND SHALL BE REVIEWED HAVE EQUAL OR GREiATERCRPACTTYAND SHALL BE REV1EWFa7 BY THE EMGRIEER OF RECORD. OPTION!TREKrequirements shell he used Steel supplier may optionally provide ASTM Grad O .0 t x} C. All structural bbltsuied iM steel framing shall be A325-4,installed toa midirhuminrmg Mu106ftlitiOR All Wehtr BY THE ENGINEER OF RECORD. "ELEVATIONS'COLD FORMED STEEL Klan AND HAIIQERS In 11.1ANI.JFACTIARER OR 8pJ163.43 WWCIIPHANGERS 0 bolts shall he of ASTM A3137. AT 24'o. D_ Typical Framed Liam connections with steel bolts s hall use the maximum number of boles perAISC"Manrsel of Steel Construction"sable 11A and/OrAlSC"Simple Sheartannecton Manual"with A325-N belts, 3: EDGE BEAM:[1)-3)!2"x12"GLU-LAfdI-NOTET}USTTHE ROOF COLUMN ISSTOPPED AT THE UPPER LEVElAN6 w E. All welding shall be performed by an AWSqualrfred welder: NOTCHED INFO TI-IS BEAM,REMOVING THE LOWER COLUMN IF DESIRED.THE STAIR AND NEW COLUMN ALOIN S. EDGE{SEAM:EiCTERIOR EDGE BEAM SHALLE#A CONTINUOUS BENT C1Ct€20OR 1200,7 OIANNEt THAT IS GOTH cc - F: Delay painting wrthln 3"of field welds until welds are carrkplet2d: WRH THE SHEATHING ANDA"BOTTOM CHORD"FORMA TRUSS.THIS DOES HOWEVER LOCATE A NEW COLUMN EDGE REAM AND STAIR STRINGER.AT INTERIOR FACE OF REAM STITCH WELD INVERTED L2142x1f4 AS LEDGE FOR Light Gaup Steil CLOSER TO THE FRONTDUDRAHDELIMINATESOMEOfTHELOWERLEVEL"PDRCH"ATLEASTWITHRESPECTTC} BAR GRATING SUPPORT BEAM MAY BE WELDED TO COLUMN WITH SHEAR PLATE B11QEN H[}WELDED CC < 0 A. Member forming shall corrferrn to American iron and Steel IristihJte[AISII North ArrieriOn Specification for the VIEWS FROM UNDER THE STAIR. DIRECTLY. Design cleoid-formed Skeet Structural Members(Frl$1521)(i-12) < 12, J B. All structural framing[studs,JoFstS,track runners,bracing.and brldf;legl sham he galvanized G-60 sheet steel conforming to ASTM A1003-02x. A. LEDGERS:ARE 2K1.0 WITH{21.Sf K 6"LAG SCREWS AT 15'o.c.FYP.ATTACH STAIR LEDGER WITH(2]-1J4"SIDS 4. LEDGERS_ARE C10tc20 WITII(21-5)9' LAG SCREWS AND L2M2r1/4WELDED LEDGE FOR BAR GRATING,TIT.FL45H tel -I 0 C. Shads,cracks,and plus shall be 33 Xs!,yIeJd unless holed as 54 ks1 for 54 mils and heavier. SCREWS AT 32'aMTG.TO TG.STUDS_ AND PROTECT. D_ Parallel members In contact shall Le connected will iP1O screws @ 1€ maximum along each.canted edge In the z 1-11- field Lfield of the member unless voted otherwise on drawings. CC O E. The Steel Saud Manufacturers Aisotiatidr,(SSM,)product idehti nation,Cd des art used tb label members on the 5. RAIU NG SYSTEM:4xu1 RAIL POSTS SPACED AT MAX.4'-0"o.c.%MTH 12)-1/2"0 THRU-BOLTS AND I1}-S1MP5AN 5. RAILING SYSTEM:2k2x3/16 METAL RAIL POSTS SPACED AT MAtt.4-4'a.€ WELDED TO EDGE BEAM AND INFILL drawing:'Member Qgpth in 21102 inehraW](Stylg][FlarrgQ WXridkh in 1/1.00 i,-,CheF]=[fAPk,trial Thit#rra in mil'] DTT22 TENSION TIS:TM INFILL PANEL TO MATCH EXISTING OR PER OWNER REQUEST. PANEL TYPICAL BAR OR PER OWNER REQUEST.OPTION PR E:MAHSJFACTURED METAL RAIL SYSTEM. > < Z Grout: L ii A. All grout bel.eatll column plates and steel beams at bearing shall benon-stulnk,non-metallic tope gamut: S. RE:EXISTING ON SITE CONDITIONS FOR SIZE ANO LOCATION OF ROUGH OPENINGS IN WCk] SPUD WALLS. G. RE: 03TING ON 5ITE CONDITIONS FOR SIZE AND LOCATION Of R.OUGH 11J OPENINGS IN WOOD STUD WALLS. Ci B. Grout shall have a minimum compressive strengn 350 of 6 psi. E7 Fire Protection: J A: All structural and nolwstruutural elements shall provide adequate fire p.otectlon per code for the type of 7. $LAO WAD ON C E SHALL BE OONCRET A 4- E$0.0 ON 6 1lI VAPOR RARRIER ON 4'CLEAN cieAvEt RASE ON Q a 1- oanstruc Ion speclfled by the archRecfiuraI draw ngs, Lel UNDISTURBED GRAD OR COMPACTED STRUM:MAL FFLL PER SOILS ENGINEER. REINFORCE SLAB WITH Non-Structural Elements: A. All elements not specifically suueturelsuch.as non bearing partiermsattaeIedtoand/or supported by the ` ~ NpvOrviESH 850H(SEf2ftAESLI REINF3RCIhJGSYSiEN1.{Cl]NTRACTgR OPTION;6auf yP2.1xW2:1 h'ELDE4VlIRE in z Fuhrsuper structure shall take into account any deflections and other structural movement. FABRIC' PROVIDE 3/8"DEEP'SAWN OR TROWELED CONTROL JOINTS AT 12'-0"MAXIMUM SPACHIG(1449017.1 Z Q General Requirements; RIIL 10 MATCH EACH WAY. SEAL JOINTS FLUSH WITH ELASTOlr1ERIC SEALANT. A. Structural erection and bracing: The structural drawings illustrate the completed structurewith all elements in their EKCJSTING in final positions tupportedand braced. The contractor,In the proper sequence,shall provide shoring and bracing as root'berequired during corrsi uctlontoachievethefinalcompletedstructure. B. Existing structures: If construction adjoins an existing structure,the contractor shall be respol.slble far verifying dimensions:elevations.framing.foundation and anything else that may affect the work shown on the structural 1x6 ON 21412 ON BLOCKING Plants: Under pinning,shoring and bracing of the existing structure coati he the sole responsibility of the contractor. SPACED AT 32'oc.CN C. Dimensions: Check all dimensions against field prior toconstruction. Do rot scale drawings, STRUCTURAL IUM_RIM,WI D. Construction practices: The general contractor isresponmes albleforeans,methods,cethniques,sequencand DRIP FLASHING COriNECTIca NSCHEDULE procedures for construction al this project. Notify structural engineer of erhriss1011s or conflicts between the 11 SLOPING 2xJOISTS W/ frw6rivEE rx=RED:Ma working drawings and existlMg conditions. 121-2x RIM,WI DRIP / SHEATHING,SLEEPERS AND SIfrAP50N LUS,26 E. Coordinate requirements For medonialfslactriolfplurnhingpenetrations through structural elsrnsnts with g5HIF DECKING,RE:PLAN SIMPSON TA1U2 MA OR L2it2k3/$.1110-9" skruckwal grkginger. Prim-toiirtallptipn of such gquipmantorothor nomstobe;tachedto#Iso straqurE.the- RE:PLAN dt, WI(31-1/2 N3"LAG SCREWS PeIll-actQrshall obtain opprakNI for Wnn6ckiorrFand sveport. Contractor 04111 firniWH regwrgd nuigorW, l•--• • TA PLY: connections,.¢t€.'required for inWblla#ipn 4f each items,unless specifically Rated an plans. -._•. 4 ® (2]-SIDE PLATES:BENT 1/4'8':41'-3'W/(4)-3/4"¢ F. kfieite-safety isthe sole resp€n bdrtyofthecontractor, All methods used far construct Ion shall.lrainaccordance Fr _ SIMPSONTEHSION THRIJ-BOLTS.TYP.3'GAGE/BENT PERCONN.1 wlttl the latest edrtlon of the IBC I UH I. C TIE.{AT EA9H POST, 4' G. T4estructuralengineermayrnakeperlodlca+bsereaklvnvlststothelrbslkefordeterrnlrwklrnofgeneral link. #NLr[ t (2)=3/ �THfuJ•gQLTSINNQTCHEDGot COL- conformance with the construction IJkxurnents. Such obsenatlbn vrslts small not replace required Irtspe€Uorrs byCI SIMPSON AIRIER POST BASE the govemINE authorities or serve as"special Inspections"as may be required by Section 17 of the lrttematlorkal SIMPSON HANGER,C) Building code: RF:PLAN[INyERTED[ SIMPSON ABue 4L MST RASE OR SIM.RATE CONN FF. Though every effort has Leen made to prowlde acomplete and clear set ofconstruction documents,discrepancies MG.PLATE:i/2'd10 ,0'-11Y yv/I41--5/9' F3GPAN_ el omissions may c cur. Release of these drawings antklpatescooperation'and continued communication between RNGf.S,SHIM AND GRDLFT I 17020 the contractor,architect end engineer to prmicie the best possible structure.These drawings have been prepared - SHUT for the use of qualified contractor ekperienced in the construction techniques arid systerns depicted. 0RN.RATE;CHANNEL LENGTH 1-6."SIM.CONN G 1,1 SCALE; ezr-0 SI 1 i COF ?Valb i DRB APPROVED 7/19/2018 12:00:00 AM PROPERTY MANAGEMENT SOLUTIONS Bold Property Management the acting agent of Sandstone Park Home Owner's Association, here by gives A4S Inc. permission to tear off existing staircase and replace the staircase with similar materials with new metal treads for all buildings in the association located at 945 Red Sandstone Drive, Vail Co 81657 . 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