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I I �I 3 4 � N , � ; 2- 1. 3 X 3 "I����.x �'o i� , U � V ��' " � � w I 2 � �' �A 3 a� s N �� ' � �� 2- #�� x I '-p '' � � �� � / � - . � Q� N � � g� u u � � N .� o i �' � �� � �� � �� 3 ��� � � � o � / / I � d � N I 4 % 3� � 4 P P� d dd �, ° Q _� �� � � o CONCRET"c a,i;;;� ��.:.=:n7Fr , . A. A11 ��ncre:e desiqn i5 based upon tfie "Buildin� Code Requirenenis for _ ' — Reinforced Concre:e' (ACI 318-63> and snnll be _onetructed :n actordan�c h. Conforr� to PS �0 far :��-Der r��te�.tis, prad:nq ru:es of UW?P, Anerican !"ASO'�RY �l�j X �(O l2 Ci L. mi.h 'SDec_f:cetior,s for Structural Cencrete for Suildin�s" (ACI 3�1-64t and Plywoed A550C:etion `or c:y��oo" ap�l:cable auo:ications anC 5:antlnrds of , � Chapter �c cf the 1?88 Un:forr� Buiidinfl Code, the Na:.cnal rore_: FroGuc's ��.=r_:a:ion and the Anerican ?r,ati:u:e of A. All mesonry construction sna:l conforn uith ChapLer 24 of the 1988 Uniforn Tlmber „�nst^LCtion end Chap•e _= of :�e 1968 Un:forr� 9u:ld3nq Code. Buitd.ng Code All nasanry plock units snnll conforr� to ASTM Specification � B. All concr:+,e shall e:tain a MininuM 28 day conpressive stre�gth of 3000 psi. C90, urad�, N (nini�nun f'n � 1�50 ps-) 11asenry units shall be sound, dry, 2��Z'�M��7� flir entrei�nent shell he ?X r�ininuM for a11 exter�o� work. B. All t:r�bers shall be Goug-Fir 22 �^ be�:er. Fb=145� Ds1. E�1,700,000 psi. ciean and free fron c�acks. Masonry units shall he sto�ed on the �ob so �' I, _ i, that they are I.ept off the g^ound nnd protecttd fron rai�. Where r�asonry ' QY L OOm� �� _X�hUA7IQN C. All roinforcinp steel shall conforn to ASTM Specifitntion A"o15-81 end sheil C. R11 vlu2aM beaMS snal. confo^r� to �b=:4P,0 pai bendin4 s.rese and be made unit cut.ing is required ail cuts shall te neat and true. �oe° �/ eo ! e �� �I be Grade 40 for 25 bnrs and sMaller and Grade E0 for �6 bars nnd larger froM Doup-Fir tirber. h grad�al seasoning period at �oderate teMperaturea �e°�O ac�0 i a� �- �• �Z �� �p"�5 A Ali topsoil and orqanic r�ateria: shali he rcnoved prior f4 Rla�enent of Reinforcinp steel shnll he free of loose rust scale or nny coatinps that Shell be provided for 62ulens upon enclosing the structure to �inir�ize g, Portland ceneni in nortar shall conforn to ASTM Specification C150. Q�CC � ;, i ��-rp �l�� I�/,y footing� cr slahs. reduce bondi�q capabillties. excessive checkinp due io suoden hur�idity chanpes. Appreyate in nortar sha11 conforr� to ASTM Specification C144. All roortar ='e� �v ��.� shall conforro to ASiM Specification C270. Type 5. If plastic type cenent is C.� �� .� B. A l l e r�a v n t i o n s s h e l l d e c l e a n, :e v e: a n d R l u r;6. D. W e l d e d W ir e f a b r i e sh a l l c onform t o A 57 M S p e c if icati on A185. D. R o o f s h e a th 3n p shall be 5/8' CjC cXT-RPA 3�/16 pl ymood uniess otherwise u s e d t h e l i m e p u t t y s h a l l h e o�i t t e d. An y r+ortar mhich is unused after 1 �;�g � �e� 2� I����' noted on plans. 1/2 hours froM initial miring tine shall not be used. 7-:�� . �W �Y p, C. Excevation shall penetrate to �oad beerinn soil as specified on sails rebort E. �oncrete r�aterlals shall conforr� to the follominfl ASTM atendard '� •,,se o e° �� a n d s t r uc t u r a l d r a W i n p:, s pecifications E. Floor su6floorin q shall be 3/G` C-D INT-APA 42/2� pl ymood, unless otherwlse C. A l l p r o u t f o r b o n d 6 e a m e, O 1 lasterE and verticel mnll reinforcinq shall '�Q��� s i y,,, I � �1 ,}� Portland CeMent C150, Type I noted on plans. conforM to RSiM Specificntion C476-71 end shall be placed hy vi6rating or ��I� �� �.pI ���a n�� �. Contractor shall he responsible 'or shtrin excnvetion if necessar When . Aqgro�ates C33 Yj �t(p g y. puddlin�. Apqreqate in grout shall canforr+ to ASTM speciflcation C404. The , C1 L, 1��� reques:ed, the Structu�al Enqineer mill furnish aa an additional service Water Clenn, drinka6le F. Nail all plyWOOd to roof rafiers and biockinp with 8d @ 6" o c. at aencl qroutinq of any stction oP a Wall shnll be coMpleted in one day With no �� �j�3�c y� I excavatian ahorinq retor�Mendations and details. Air Entraining AdMixture C260 edpes and @ 12' o c s: in:ermediate suDDorts, uniees othermise ahoWn interruptions preeter than one hour. Grout space r�ust he free of �nortar ?J�Q)�L�O G�j_�. Water-reducing Adr�ixture C494 on the plans. Nail �lywood to f!oor �ois:e and blocl.inq With 8d @ 6' o.c droppings or other foreign Faterinl. � � �}��,.n�� � E. Backfillinp of excavation shall he as per backfiliinp specificatlon nnd at panel edges and @ 10` o.c. at in:erMediate �o3sts, uniese otherwise drainaqe requirer�ents ehomn on atructural draWinps and/or 5oils report. F. All reinforcing hars shall he detailed, 6ol:tered, and supported in shomn on the plan_ �. All reinforcinp bars shall conforr� to ASTM Specificetion A615, 6rade 40 / �-� 311 aecordance wlth the "Manual of Stnndard Practice �or Detain.ng Reinforced unless otherWise noted en :he plans and be free of loose rust, scale or any t/II-�� � F. Excavations sha11 conforr� mith standnrds in Chapter 29 of the 19B5 Uniforn Concrete Structures' (ACI 315-80). 6. All TJI's eha:l conforro to :he S:andards of the Truss Joist Institute for coatinps that reauce bonding capabilities. ��� �P`�� Buildinp Code. 25, 35, and 45 series. E��,�0C�,000 psi. Installation shell be as per the �O I(.i-r G. Conerete protection for reinforcenent shall he as folloms menufacturer's =pecif:cation:. �. Horizontal r>_inforcing in all Masonry malls shall he `Dur-O-Wall" No. 8 Conerete poured apainst earth - 3' tru5s-type reinforcing confarMin� to ASTM Specification fl62 spaced at a Concrete poured in for�ns hut exposed to Weather or earth H Lur�ber s:anderd shall be Ar�er;:an 5o4tWOOd Lur�ber S:anderd P5 20 fU.S max.iMUr� of 16' o.c. unlese othermise noted on plens. Joints mith Dur-O-Wall 9ACKFILLIN6 �t5 bara or sr+aller - 1 1/2' Departnent of Connerce), 545, MC15, noisture at tir�e of dressinq. shall te at ;east tmice the thickness of the mire. Dur-O-Wall shall he , Bars larger than �t5 - 2' ' lnpped at least c' at splices and ahall contain at lenst one cross uire of r � A. Do not SacFfill aqain5t bnseMent or relaining malls untii supportinp slabs Concrete not exposed to Weather or in contact mith earth I. Installa:ion shall co�ply mith the "ranual of House Fra�in�' by the each piece of reinforceMent in the lapped distance. Provide a horizontal �� J/Pj �� G � and ad}acent floor frar�in� are in place or until te�porary shoring is Slabs and Walls�- 3/4' National For,est Pradut:s Pssociatian, includinq nallinp, firestoppinq, bond bear� mith 2 i5 reinforcinq bars at interval3 not to exceed S' o.c. and instal!ed. Other - 1 1/2' anchoragd, frar�inq'end bracing, nt the :op courae of all Walls. All reinforcing to be continuoua at corners. B. In no CIISG shail bnckfillinq :a�.e place hefore co�crete in malls has cured H. Lep splices in reinforcinp shali be a r�iniMU� of 36 bar diaroeters unless J 61ue plyWOOd autfloor to f:oor iciats and plyuood sheathinq to shear for 26 days unless Walls are breced hy =pecial shoring designed by the otherWise shoun on plans. Wire fahric reinforceMent r�ust lap one full mesh Walls u�ing adhe5ive con`orring With APA Specificalion AF6-01 (U.B.C. F. Vertical reinforcing shall be t4 @ 16" o.c. unleSS otherWise shoWn on the Structural Engineer, at Side and end lap5. but not less than 6" and shall be Wired ioqether. Standard No. 25-29) plans. All vertical reinforcinq shnll be continuous for the fuli heipht of � the Wall nnd shall he grou:ed in place using a roaxiMUr+ of 4' lifts. C. Cantilevered retaininp Walls May be tackfilled after curing for n 28 day I. Make all bars continuous around carners or prov3de corner bars of equal 5ize K. All connector hardWare is to be +nanufactured by the SiMpeon CoMpeny. Vertical reinforcinQ shall have a r�iniMUn clearance of 1/4" from the face of period mithout the support of shoring, and spacinq. Provide tmo t5 bars around nll openings, extending Z4' beyond Hnrdware shall bt s._ed by Ran�fa:turer for loads deeiqnated on structural nasonry and he held W1th clips to Masonry top and bottoM and a: intervals edge of oGening, draminqs ava:lable frcM the :tru={ural engineer. not exceeding 192 bar diaMeters. Provide 2 t4 reinforcing hars at the ends 0. Footings and foundation ma11s shall be 6ackfilled to a depth specified by of walls and on each side of all openinqs. the Scila Enqineer or the local building codea to protect aqainet f�ost 7. Provide cent:nuoue shear leya at a11 coid �oints and elsemhere as shomn on L Provide solid bloc� in� of the sa��e si�e as rafters or �cists at lines not to heave priar to pre-Winter freezing of �he soil. draWinqs. exceed 8 feet r�ax.mun spac:ng G. All malls shall be laid true, level, pluMh and neatly in accordance mith the plane. Intersec:ing r,asonry walls and partitions shnll be bonded by the use � K. All anchcr bcits for coluMn hearing plates shell he placed mith aettinq M. MaxiMUM nsiling shall confo�M to ihe follominq nai:,ng sched�le of steel ties � <<" o.c. r�arir�uM. Corners shall heve a standard Mason�y teMplates Grout heneeth colunn base plates and 6eaM bearing plates shall 1 Jois: :o s:ll o� girder, :oenail . . .. • �'ed bond by overlapping units and shall be prouted solid. Reinforcing in 6ond ERECTION 8 BRACIN6 REQUIREMENTS • he a ninin�n of 3/<` of non-shrink 'EMteco", 'Five-5tar", or approved epuel 2 6ricg:ng :o �oist, :oer,ni! eech end .. . ... .. .. .. .2-8d beai*,s shall be cont:nu:.us around cornera. � , 3. 1'�0" sutfloor ar less :a eacn �cist, face na31.. . .. ....... 2-5d O A. Struttural draWinqs aro intended to il:uatra.e the finished structure with L. Equipnent shall 5t Drovided for heatinq the concrete r�aterials and 4. Wider :han 1"x6` subfloor to each �oist, `ace nail.. ..........3-8d H. Fill all voids and cells within 12' either side of a11 bear� and coluMn all elenents in thelr final poi5itions, Groperly supported and braced. The protectir,g the concrete durinp freezinq or near-free u nq weathtr. All 5 Z" subfloar to �c.at or qirder,blind and face nail . ..2-16d reactions mi:h prout and one x4 reinforcinp bar. � contractcr :s responsihle for providinq tenporary shorinq and .ateral naterials, forns and earth 1n contact �ith concrete shall be free fron 6. Sole pla:e to �oi=t or bloc►.np, `ace nail . .. .... . 16d @ 16"o.c. Q brecinp of fraMlnp durinp construction to achieve the f1na1 Struciure. frost, ite and snom. 7. top plate to stud, end neil . ..... .............. .. ...2-16d I, Joint reinforcer�ent er�bedded in horizontal Mortar �oints shall have not less 8. Stud to sole piate ... . toeneil mith 4-8d or endnail u3th 2-I6d than 5/8' r�ortar coveraqe froro the exposed face. All other reinforceMent � B When requeeted, the S:ructural �nyineer will fu^nish as an additional M. All concrete shall he thorouqhly consolidated by vibratinp or tnnpinq durinq 9. Ooubled studs, face nai: .. . ..... . ... . . ..16d @ 24"o.c. sha11 have a r�:ninuM coveraqe of one har dia�eter over a12 bars, hut not p" �J CJ service ter�porary shoring end bracin� retom�endations and dttails. placeMent, and shail be thorou9hly morked around the relnforce�ent and into 10. Doubled top plates, fate nasl ... ..... .. . .. ... 16d @ 16'o.c. less than 3/4' exceAt Where exposed to Weather or soil in uhich case the � the corne^s of the forMS Honeycor�bing mi11 not Ce a�c%ptable. 11. Top o?ates, laCS end intersections, face nail ... . .... . ..2-16d M1niMUM coverage shall be 2`. Q ��p'� � � � 12. Gont�nuous header, tuo piece� . I6d (: 16" o.c. alonp eech edpe � — — -_ - a`N G ttv � STE_� 13 :e.i.nq �c.�ts :o c.n:t, .oe�a.: . . . . °-So J A:1 na�_ �y s�all .e le:d up ��nr.ny re^d u.:h e:'. exaeotd ;o.^:s etruck j1jQ'j� l���"j�l� 14. „_ :inuous heeder to atud, :oera.l . �-5d f?uah ^^=^c��.de re4e �c:n:e .n nl: h-:=1uo�� A:1 enpesed �cir:_ shall tre � O 15 -F_:ing �oi:ts, laps o�er part::ions, fece na:l =-!5C toe2ed �_'h e ^eund bar to p^oduce e �er�e :?:gh:ly conceve :.�^�3CO W�'IL A. R11 s:ructu�al stee: sr,ali be de:azled, fabricatetl nnd erec:ed ec:crdinq to 16. �e.'inq �oists :o parallel raf�Gr'S, face nail. ... . .. . . . �-lod Dcndtd •_ :he b?ocl at the eoge= AISC "5pec.f1C2L1Cf15", 19E9. the RISC "Code cf Standard Prettice', i°75, and 17. r'e�:er :o p:ate, toenail . . ... ... . 3-Bd � � ChnGttr �7 of :he 19BB UniforM 9uildinq Code. lg, 5race to each stuo and Glete, face rail . .... . . .. �-bd h No naaor^� ehnll be la:d when :he ter�pern:ure of :he out3idt a:r ;5 SeloW 40 19. !` 3' eheething or leas to eech beerinq, fece reil. . . .. Z-6d degrees = un:e:s the nnsonry i: hea:ed for a period of at lea:t 49 hours � ---- - -_-== - B. All structural steel shall conforr� to A57M Specificetion A36 except pipe �0. ld.�er than 1'x8' sheathing, face neil each bearing , . , .. .�-fid Materiate :o be uSed and huilt u.on Shel! be free froM ice or a�e4� O colunns mhich shall conforM to ASTM Specification A53 and tube anapes Which �1. 5...it-up corner studs. . .. . . . ...... . .. 16d 0 '4"o c shall conforn to ASTM 5pecification R500, Grade B. 22, b...lt-up qirders and beans . .. .. .... 20d B 32"o c et top and�batton L. Vertical control �ointe in r,asonry mnlln shall be located m:fh a nexinur� C. hll conneciipna shall be Made mi:h bolts conforroing to ASTM Specification end s:appered Z-20d at end?_and at each splice hori:onta: spacing of three tines :he well hei�ht, but not to exceed 50' on � � 23. =' planks...... ..... .... . .... ...... ... . .. 16d a! each bearinq center. ney sha21 occur at r�a�or chanpee in Well :hicknese or et openings. A3�7. • Sce plans for any addltiona! sheethinp and deckinq neilinq notes. Th-y shn:l cons:st of a verticnl �oint atraight up and doWn throu�h the u5e of full and half unifa, mith the r�oriar deeply ra�ed and at leest �0X of the O D. All Weldlnq shall conforn to the Ar�ericen WeldinQ Soclety `5tructurnl N. All het�ers shall be 2-2x12 for 2x4 Walls and 3-2x12 for 2x6 Walls unleas Dur-O-Wai! reinforcing cu: Weldlnp Code', 1983. All struciural ueldinq shall be done hy certified otheru:se shown on the plans. A11 headere shnll be eupported by ane triroroer melders usinp the shielded electrlc nre pracess With E70XX electrodes� loW each side unless otheruise shoWn on plans. � � hydropen electrodes shall 6e used for weldinp bolte and reinforcinp bars. 0. RI1 exterior Walls and interior lead bearinq malls ahell be breced at each 6EN=RAL NOTES � E. Steel har �afets shall he K Series and desiqned, fabricated and erected in end and at least every 16 feet of lenqth by Sinpson CW9 126 uall hracing, � accordance With Steel loist Institute Spncifications. unless =peciflc layout or plywood sheething is indicated on the plens. This a:r.._:ure hns been desi�ned to nee: the requireMents of fhe 1988 Uniforr� �uilding Code With amendr�ent5 ea adapted by the Town of Uail. � � F. Steel deck shell be Vulcraft 5/8' 2B gaQe "Conform" or approved equnl. p, All buil:-up girders, beems and headers shall be qlued mith adheeSve � co�forM.nq to APA Specification AF6-01 and neiled as per nailinp schedule. All OM1__1DP5 or ccnfiicts he:meer varioua elenen:a of :he working draminga 6. Uniess othermi5e noted on the plans, fremed 6caM connections shall consist � and/or epeciflcation3 3ha11 be hrought :o the n:tention of the Structural of pairs of 1/4' angles using the r�axir�un nun6er of 3/4` dia�eter 6olts 0. R11 r�udsills and Wood used nearer :han 6' to the eerth shall be California Engineer before proceeding w:tn any Wor� so involvtd. Tht general � � enlled for 1n 7able II of the AISC Menual for the heaM reactions shomn on Redmood or pressure 1r�prepnated With an approved preservat;ve as specified contrac`._^ ehal: verify ell d3r�en:iors and tonditions at the �ohaife and plans. in U 6 �. Standard No. 25-12 shall be -esponsiblt for coord:ne:ion of nil Work end Materials including H. Expansion bol:s called for an the draWinQs shall be "Trubolt' or 'Red Heed" ` those fu^^:shed by �ubcontrac:ore. R. Sill cl� es shall be bolted to fo�ndationa mith a roinir�uM of 1/2" dianeter mith the folloWinq niniMUM embedMents anchor bolts spaced at 4' o.c. end e�bedded 7' into concrete. There shall Live lon�s used 3n deaipn 1' dtar�eter - 4 1/2' be e R_nirour� of :uo bolts per p:e:e ui:h one bolt lo�ated u:thin 12" of each A. Rc�f - 80 p:f 3/A' diar�eter - 3 1/4' end of each piece. 9. 6�.^d _ 5/B" dinMeter - 2 5/8' Le�s than 30 Feet - �5 psf 1/2' diaMeter - 2 1/8' S. Wood s:uds May not be cut or notched to a depth exceedinp 25X of their ��er 30 feet - 30 paf Provlde 12 hoit diameters spacing tetWeen bolts and 6 holt dier�ete^s betWee� width Wood �oista or rafters r�ay be penetrated mith a hole no larqer tha� C Fi�ors - 40 psf centerline of bolt and edpe of conerete. 1` diameter located a approxir�ately r�1d-depth and nidspan of ;he Menber D. Ea^:hqueke - Zone I U9C Any deviation fron this specification nust be approved by the Structural L. Headed anch'or studs (N.A,S. ? shall he attached to structural elenenta as Engineer. The founaa:ion design Was based upon an e�SUMed bearing capacity of 250� shomn on pinns uith a meldinq r�achine npproved by the stud manufacturt� in peunds :er square foot and en aseur�ed leterai p�esaure of 45 pounds per O aceordenee mith the Manufecturer's meldlnp spe�ificatione. T. Minir�ur� under-floor clearance hetmeen enrth and mood freninp Shall be 18' to cuhic fo:!. Theee a�sur��tiere a^e :0 5e ver:fied by a liceneed soi2a � J. Furnish one floor �cists end 12' to floor qirders and ledqers. engineer =: the tir�e ef excevat:on � print and one sepia of shop nnd erection draWinqs to :he ' � Structural Enqineer for revieW prior to the fabricetion nf any steel. � U. Studs :n exterior Walls and interior hearing malls Which Support one floor � � end a raqf shall not be less than 2x4's, and which suppart tWa floors and e � � K. Unless otherWise shoWn on plans all colunn caA Plate thlcknesses shall be roof srell not be less than 2x6's te the hottor� of the lomer floor �oists equal to the thickness of the bear+ flanqe that bears upon it. and 2�4's for the tmo upper Waile. All studs 1n exterior Walls and interior L � hearin; walls shall he placed at 16'o.c. unless othermise shawn on plans. N L. 1/4` plate meb stiffenere shall 6e provided in all bear�s at all bearinq • � � locations and et all poi�ta Where the hear� carriea a react2on fran nbove. V. Floor ��ists shall he doubled under aii parallel Wall partitians. C _ _ M. Roof deck shall be Vulcraft 1.5824 detk or approved equal. W. Mnximur, heights far frar+ed Walls shall be 14' for 2x4 Walls and 16' for 2x6 Z � N. Metnl exterior studs shall he Metal Stud Corp, 6/0 E5 or appr'nved equal. Walls. O � X. Oimensians for frani�g shall be as per architecturel dramings. � � ' 0. SteelWOrk Which mill be concealed by interior buildinq finish or Will be in tontact uith concrete need not be painted. R11 other steeIWOrk shall be Y, All MicralaMS 5ha11 conforr� to the standards of thc Trus Joist Institute for piven one shop coat of red oxide zinc chroronte paint. Any shop peint on g 1/2", 11 7/8', 14", i6", and 18' depths� E�2,000,000 psi. � surfaces ad�ecent to con�ectio�s to 6e field Welded shall 6e Wire brushed ta reduce the paint filM to a r�inir�un. Touch-up paintinp is required on a11 Z. Ali Gl�laros and MicrolnMS exposed to exterior conditions require parnanent �� steel after erection. preser�ative treatr�ent in accordance With A.W.P.A. standards CI and C2. 1,� d) r 1� _ Q� �� , ` = � � , U � L � - Q � � -� -- - - -- -- - --}-- � � , � , � � � � � Y ° I � � � ' _ > _ --_--_�--- —-- - --�__ • �,, — — -- ----- — -- — --�- � �.. . — -� _j- _ _-� - - / \ C � _ , r _ _1 � +� , - �a�i ��` %, \ � � o ,��. L���D, i � 9.��/,� � ' -- / `� C U � � - - - � - - --� ' __ ----------------- - -2- - --.; , O 1. , � \� '� �' � ' \ �y o0 - - -- ,, � — --__.____-�� � � r r t -�- -{- . C �U ' I � �i > ,, ��. - , _ : � � � , �-'-�--- , I , � , � � . ; � � , �,4" ; ; —�_-_-- -- =_� - i ' , _�---i�, � . 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Frontage Road Vail, Colorado 81657 (303) 476-7000 Plan analysis based on the 1988 Uniform Building Code Project Number: 7/14/90 Name: HILLTOP RESIDENCE Address: LOT 19 VAIL MEADOWS Date: July 14, 1990 Contractor: GORE VALLEY CONST. Occupancy: R3,M1 Architect: SNOWDON AND HOPKINS Type of Const: V-N Engineer: TIM BOYLE Plans Examiner: GARY MURRAIN NOTE:The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1988 UBC. It is a guide to selected sections of the code. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 18. 0 Feet 18. 0 Feet EAST Property line 35. 0 Feet 35. 0 Feet SOUTH Property line 144 . 0 Feet 144 . 0 Feet WEST Property line 26. 0 Feet 26. 0 Feet Area increased 18.75% for open area on 2 sides. FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS ------------------------------------------------------------------- 2 Dwelling R3 ok 984 Unlimited ok TOTAL FOR FLOOR 984 Unlimited ok 1 Dwelling R3 ok 1810 Unlimited ok TOTAL FOR FLOOR 1810 Unlimited ok B Parking Garage M1 ok 613 Unlimited ok B Dwelling R3 ok 696 Unlimited ok TOTAL FOR FLOOR 1309 Unlimited ok BUILDING TOTAL 2794 Unlimited ok Page # 2 Code review for: Project Id. : HILLTOP RESIDENCE Address: LOT 19 VAIL MEADOWS The actual height of this building is 32 . 0 feet. The maximum height of the building is 40. 0 feet. -- Table 5-D EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 17-A & Table 5-A NORTH EAST SOUTH WEST OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT R3 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None M1 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None The exterior walls may be of COMBUSTIBLE material. Sec.2201. None -- No fire protection requirements for openings. Prot -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. Sec.2203. (b) & Table 5-A Maximum single window size is 84 sq.ft with no dimension greater than 12 feet. -- Sec. 4306. (h) NOP -- Openings are not permitted in this wall. * -- These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall. See section 1709. for details and exceptions. OTHER BUILDING ELEMENTS Table 17-A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 0 hr Interior nonbrg wall Any 0 hr Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr See footnote #1 Shaft Enclosure Any 1 hr Floor/Ceiling Assembly Any 0 hr See Footnote #9 Roof/Ceiling Assembly Any 0 hr Stairs Any None NOTE: See Sec. 1706. (a) for Shaft Enclosure exceptions. FOOTNOTES: 1) Minimum on exterior side also based on exterior brg. wall requirements. 9) In areas with vehicles or airplanes, the floor surface shall be of noncombustible, nonabsorbent materials. -- Sec. 702 . (b) & 902 . (b) OCCUPANCY SEPARATIONS R3-M1 1hr Materials approved for 1hr construction are required on the garage side only and 1 3/8 inch solid core, self-closing door. -- Sec. 503 . (d) ex #3 ADDITIONAL SEPARATIONS FOR R3 OCCUPANCY: FOR M1 OCCUPANCY: Page # 3 Code review for: Project Id. : HILLTOP RESIDENCE Address: LOT 19 VAIL MEADOWS EXIT REQUIREMENTS: FL NAME OCCUPANT NUMBER EXIT PANIC RATED DOOR NOTES LOAD REQUIRED WIDTH [ft. ] HDWR CORRIDOR SWING ------------------------------------------------------------------------------- 2 Dwelling 3 1 0. 1 No No N/R TOTAL 3 1( 1) 0. 1( 0. 1) No No N/R 1 Dwelling 6 1 0.1 No No N/R TOTAL 6 1( 1) 0. 1( 0.2) No No N/R B Parking Garage 3 1 0.1 No No N/R B Dwelling 2 1 0. 0 No No N/R TOTAL 5 1( 1) 0. 1( 0.2) No No N/R Door swing is based on Sec. 3304. (b) except as noted. Occupant load is based on Table 33-A. Number of exits is based on Table 33-A except as noted. Exit width is based on Sec. 3303 . (b) . The numbers in ( ) include occupant loading from floors above this floor. -- Sec. 3303. (b) FOOTNOTES: STAIR NOTES: A stairway in a dwelling must be at least 36 inches wide. -- Sec. 3306. (b) The maximum rise of a step is 8 inches and the minimum run is 9 inches. -- Sec. 3306. (c) exc. #1 Provide a handrail on one side a stairway 34 to 38 inches above the nosing if there is more than 4 risers. -- Sec. 3306. (j) Provide a guard rail where drop off is greater than 30 inches. Minimum height = 36 inches, maximum opening size = 6 inches. -- Sec. 1711. exc 2 The minimum headroom is 6 ft.- 8 inches. -- Sec. 3306. (p) Enclosed usable space under the stairs is required to be protected as required for 1hr fire-resistive construction. -- Sec. 3306. (n) ROOFING REQUIREMENTS: 1) The roofing on this building is not required to be fire retardant. -- Table 32-A AUTOMATIC SPRINKLER SYSTEMS: STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 38-A A hose is not required. -- Table 38-A FOOTNOTES: 1) The location is to be per Sec. 3805. (c) , (d) ,and/or(e) WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 4204 . (a) and Table 42-B. 2) Carpeting on walls and ceiling are required to have a Class I flame spread rating. -- Sec. 4204. (b) Page # 4 Code review for: Project Id. : HILLTOP RESIDENCE Address: LOT 19 VAIL MEADOWS INSULATION NOTES: 1) All insulation material including facings are required to have a flame- spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 1713. (c) exc. #2 2) Foam plastic insulations are required to be protected. -- Sec. 1712 . GLAZING REQUIREMENTS: 1) Al1 glazing in hazardous locations is required to be of safety glazing material. -- Sec. 5406. (d) ADDITIONAL REQUIREMENTS: For R3 occupancy A property improvement survey is to be submitted and approved by this department before a framing inspection will be done. No changes of any part of the approved plans can be done without receiving approval from this department. Failure to do this may cause unnecessary delays. The approved set of plans and correction sheet must remain on the job site at all times. Inspections will only be done from the approved set. Provide a window or door to the exterior from every room used for sleeping. -- Sec. 1204. A window must provide a clear open area of 5.7 sq. ft. , a clear height of 24 inches, and a clear width of 20 inches(minimum) . -- Sec. 1204. Al1 habitable rooms require exterior glazed openings equal to 10% or more of the floor area. (min 10 sq. ft. ) -- Sec. 1205. (a) All habitable rooms require an operable exterior openings equal to 5% or more of the floor area. (min 5 sq.ft. ) -- Sec. 1205. (a) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens, halls, and baths may have a ceiling height of 7 feet. -- Sec. -- 1207. (a) Provide a smoke detector in all areas having access to sleeping rooms. -- Sec. 1210. (a) 4. Provide a smoke detector in basement that is connected to an alarm audible in all sleeping areas. -- Sec. 1210. (a) 4. Provide a smoke detector on all floors that is connected to an alarm audible in all sleeping areas. -- Sec. 1210. (a) 4 . For M1 occupancy . y . -• HIS CORRECTION SHEET ON THE JOB SITE AT ALL TIMES . �y!9 tow� ofi uail �� 75 south frontage road office of community development vad,colorado 81657 (303)479-2138 (303)479-2139 Plan review based on the 1988 Uniform Buildinq Code Project Number: 7/14/90 Name: HILLTOP RESIDENCE Address: LOT 19 VAIL MEADOWS Date: July 14, 1990 Contractor: GORE VALLEY CONST. Occupancy: R3,M1 Architect: SNOWDON AND HOPKINS Type of Const: V-N Engineer: TIM BOYLE Plans Examiner: GARY MURRAIN CORRECTION REQUIRED 1 Provide foundation ventilation as required by section 2516 (C) 6. 2 Foundation plates must be treated wood, section 2516 (C) 3 . 3 Crawl space must be less than 5 ft.measured from earth to the bottom side of the structural frame. 4 All factor built wood burning fireplaces must be in a 1 hour shaft Section 1706. 5 Provide combustion air to mechaincal room as required in chapter 6 of the Uniform Mechaincal Code. 6 Provide a floor drain in the mechaincal room. 7 Provide a floor drain in the laundary room. 8 There is only one wood burning fireplace allowed per dwelling unit. Al1 additional fireplaces must be a gas appliance equipped with a B vent only. 9 Fireplace chimmey must be 2 foot above at 10 ft.away from roof Section 3703 (F) . 10 Outside Stairs at entry with more then 4 risers are required to have handrails. Section 3306 (J) . 11 Provide laundary room with mechanical ventilation. 12 Smoke deteators are requ�red out side all sleeping ro�m,s. N�OTE: All d�tector are to sound an alarm in bedroom area. -- Sec. 1210. (a) 13 Include a copy of the soils report for the site to be built on. -- Sec. 2905. � - -- - - - - _ _ — _ _ - - - ------------ ----- _ ---------:.....��- _ �� - ._.. - r�v�,�-, �._ -_....-- --- - --- -� � " o(o Sv - �6��, ��,..�� 't . ! � I s i f��,.� � - ` �..,� � a' :�t`'��~'�.��'"�'� #� t� � o � � � �� �r�!'It-�'v ! ��G LtN� � _ c� �,� , , t �'�,..,. ' ' ����.'�2'�-•'�' �„J�•1� � � �Q o � � + �� i i � 2�� �� � r.�,, �a'-o � � � _ . � ' ` - • . . _ . � v ' � ^ Q � , � � � . _ � � E�� � � C t ' (�,�-- �.X�� � �.- ' I°�,��.�,� � d � � �p��2r�,�„��„� � � � � �L��� �' �:, !' {5 � 5�r✓'"G �j�-t't��GIG = > ' �^� ____ . ��i .�. 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Z- '�2'� � 2 �{x o g �ouT � I � �i� � � II (I � � ��� I � � i � �� d c = N x �p �� A.�, � � �� 3 4 � N � � 2- 1. 3 X 3 x /q�x I-o . � � � `i - . � ii � � II � " i , �"�� � 2 " �'�n�,A3a1 � � �^ \� Z �q' x I 'O c � Q� i � �� N ° u u d g II � � N o � �� , � �� 1 �� 3 `��rD � �� , � d � $ o`o I4 � �� I4 PP� dd �, �� . � - �� � �� � CQN�RETE R(lU=-+ �4a:_hTRY � . A. All concrete desiqn is besed upon the 'Suilding Code Requirenents for - � -"' Reinforce� Concre:e" (nCI 318-b3> and shnil 5e conatructed in atcardnncc h. Conform to PS .0 for !uROer r,��te-.ei:, pracinp rules of WWPA, Anerican MP,SONRY • �l{�j X �!P l2 GI L. With "Spec.fications for Structural Cenerete for Buiidin�s' (ACI 3@1-841 and Plymocd RSSOCIEL1Df1 for o:y�,00d, eppl:cable oub:i:etions end standards of Chepter �E cf the 1986 UnifarM Buiidinp Code. the Nat.onal Fore:: Frooutts i�a=ocie:ion end tne Anerzcan Snstliute of A. All mnsonry construction shail �onforn uith Chnpter 24 cf the 1986 Uniforn Timber C�nstructicn end �hep:e� _5 of .ne 1988 Uniforn 5uildinp Code. Buildinq Code. All r�ason�y block units shall confor� to A57H Speu fication � B. All concrete shall attain a r�inlnum Z8 day co�Aree:ive Strenqth of 3000 pai. C90, urads N (ni�imur+ f'M = 1�50 pai) tlaeonry units shall be sound, dry, � '�y� �' Air entra:nnent shall be 7X r+inir�un� for all exferio� Work. B. All tirobers Shall be Doup-F1r x2 0^ aet:er. Fb-1450 p31. E�1,700,000 pss. clean nnd free ,'roM c�acks. Masonry units ahall b� 5tored on the �ob so �of LE 2-�2 y- M� aooee 0 I i that they are F.tpt off the p^ound nnd Drotected fron rain. Where r+asonry �Qe�s e :X"AVATION ` C. All reinforcing ateel shall conforn 4o ASTM Specification A615-81 and shel! C. All blula� beane shall confo^r� to �ba�G00 ps1 bendinq strees and bt r�ade unit cut:ing is req�ired ali cuts shall be nent and true. �:Q�� �� r °Obd. � I� i� n'II v 6e 6�ade C0 for II5 hers and snaller and 6rade fi0 for it6 tars and larger. fron Douq-Fir tiMber. h predual seasoning period at noderate ttr+peratures - Qe g� ��O, � 2� 4• �2 ��T ���5 A. All topsoil and or�anic r+ateriel shall De renovnd prior to Riace�ent of Reinfo�cinp steel shall be free of looae rust scale or any coatinps thet shell be provided for 6lulens upcn enclosinp the structure to �ininize B. Poc-tland cer+ent Ln mortar shall conform to A57M Specificetion C150. _. �J � o� '�4 ��-rp ;,��x I�/2 footinp: or 31nhs. reduce bondinp capahllitiea. excessive checkinp due to suoden hunidity chanpes. ROOreqate in r+ortar shall contorr� to ASTM Specification C144, All mortar U o� � �o� shall conform to ASTM Specification C270. Type 5. If plastic type ceMent is ��� � o O ; D. Welded Wire fabrie shnll eonforM to A57M Specificat1on fl185. D. Roof sheathin shall te 5/8' C�C EX7-RPA 3'/16 plymood unless otherWise � � �`v B. All eacavntions ahall be clean, e�ei and plur:b. 9 � used the liMe putty shall be o�itted. Rny Mortar mhlch is unused e ter 1 2� ���2�� � noted on plans. 1/2 hours fron initial r�iNinq tine shall not Ge used. 7,�.�0� ��l�� �Y p, C. Excavatian ehall penetrate to pood henr.n4 soil ns apacifie0 on seils report E. Concrete �ateriala shall conforM to the follominp ASTM atandnrd °�°0D �� and structural draWinpa. � speeifications• E. Floor 3ubfloorinp shall bt 3/4` C-Q INT-APA d2/20 plyWOOd, unless otherWise C. All prout for 6ond heams, pllaster3 and verticel mell reinforcinp shsll ���d-� i I , �2 � ����a n�� Portlnnd Cer+ent C150, Type I noted on plans. conforn to as�n Specificetion C476-71 nnd shall be placed by vibratinp or ' ��„I� �j�Yj �t(P �. Contractor shall 6e responsihle For shorinq excnvation if necessary. When . A�prepates C33 puddlinq. Aqpreqate in qraut shell eonforr� to ASTM epecificatien C404. The , L1 L, ��� requested, the Structurei Enqineer uill furnish ad an additiennl servite Water Clenn, drinkable F. Nail all plyWOOd to roof refters and blocking With 8d � 6' o.c. at penel qroutinq of any section of a mall shall be conpleted in one day mith no �� %�X?J�t y� � excavation ahorinq reeoMr�endations and detazle. Rir Entraininp Ad�nixture C260 edpes and @ 12` o c. a: in:erroediate supports, unlees otherWise shoWn Lnterruptions qreater than one hour. 6rout apace nust he free of mortar . ?j�QJ�[�p G�.(� Water-reducinp Adr�ixture C494 on the plens. Nail plymood to f!oor �oists and blockinq With Sd @ 6" o.c. droppinps or other foreign r�aterial. � �.}���-� � E. Backfillinp of excavation ahall be as per beckfillinq speeification and ' at pnnel edges and Q 10' o.c. at in:erroediate �oists, unlese otheruise � drainape re4uirer�ents shomn on structurnl draWi�ps and/or soils report. F. All reinfor�ing hars shall be detailed, bolSt�rtd� and supported i� shomn on the plane. _ D. All reinforcinp bars shall canforn to R57M Spacification A615, 6rade 40 �� 311 accordance With the 'Manual af Standard Practic� for Detai�in9 Rei�forced unless othermise noted on the plans and be free of loose rust, scale or any ^ t/II-��Q F. Excavetions shall conforM With standnrds in Chapter 29 of the 19fl5 Unifor� Concrete Stru�tures' tACI 315-80). ' G. All TJI's shall conforM to ihe �:andarda of the iruss Joist Institute for coatinqs that reduce bondin9 capabllities. ��� �fk1 Fi Buildinp Code. 25, 35, and 45 series. E�2,:0�+,000 psi. Installat3on shell be as per the �p IrI-h 6. Concrete protection for reinforceMertt shall he :s folloma roenufacturer'e =pecificatione E. Horizontal reinforcing in all nasonry Walls shall be "Dur-O-Wall" Ne. 8 I Concrete poured aqainst eerth - 3' truea-type reinforcing conforminq to A57M Speclficntion A82 spaced n a ' Concrete poured in forMS but exposed to Wenther or earth H. Lur�ber s:andard shall 5e Ar�er:can SoftWOOd LuMher Stendnrd P5 2� (U.S. Mnxir�uM of 16' o.c. uniesn otherWiae noted on plans. Joints With Dur-O-Wall BACKFILLIVG t5 6ara or sr�aller - 1 1/2' Oepertr�ent of Co�nerce), 545, MC15, moisture at tir�e of dressinq. shall he at lenst tWice the thickness of the Wire. �ur-O-Wall ahall de Bnre larper than it5 - 2' � lepped at least 6' at splices and shall co�tain at least onn cross mirs of � A. Do not backfill aqainst basenent or retsinin4 mnlls untii supportinq slaha Conerete not exposed to ueather or in contact With earth I. Instaliation shall cor�ply �ith the "flanual of House Freminp' by the each piece of reinforceMent in the lapped distance. Provide a horizontal ��Pj �[� G � and ad�acent floor frar�ing are in plece or unt11 te�porary sho�inp is Slnhs and malls - 3/4' Nntional For,est Products hssoc:etion, including nailinp, firestoppinq, bond bear� mith 2 E5 reinforcing bars at intervals not to exceed 8' o.c. and installed. Other - 1 1/2' anchorage, fraroinq'and hracinp at the top course of all Wa115. All reinforein� to be continuoua a corners. B. In no cnse shall bac4.fillinq take place before concrete in Walla has cured H. Lap aplices in reinforcirtq shall be a �ninir+ur� of 36 bar diar�eters unless J. Glue plyWOOd subfloor to floor �oista and plyWOOd sheathinp to shear for 2$ days unless Walls are braced by sAecial shorinq de:ipned 6y the otherWise shoWn on plans. Wire fabric rcinforcerent Must lap one full mesh Walla using adhesive conforminp ulth APA Specification AF6-01 (U.B.C. F, Vertical reinforcing sha21 be t4 @ 16' o.c. unless otherWise shoWn on the Structural Enqineer. at side and end laps. 6ut not less than 6' and shall be Wired to9ether. Standard No. 25-19). plans. All verticel reinforcing shall be continuous for the full heiqht of the Wall and shail he grouted in place usinq a r�axir+u�n of 4' lifts. � C. Cantilevered reteining Walls Mey be backfilled after curinp for a 28 dey I. Make all 6ars continuous around corners or provide corner bars of equal 3ize K. All connettor hardWare is to be Menufactured by the Siropson Cor�pany. Vertital reinforcinp shall have a r�ininu� clearance of 1/4` from the face of period mithout the support of shoring, and spacing. Provide tmo 25 hara around all openings, extendinp 24' beyond Hardmare shall be sized by r�an�fac:urer for loads deeignated on siructurnl nasonry and he held With clips to nasonry top and 6ottoM and at intervnls edpc of openinq. draWinpS availab:e frcm the structural engi�eer not exceedinp 192 bar diameters. Provide 2 Z4 reinforcing hars at the e�ds 0. Footinq5 and foundntion walis shall be heckfilled to a depth specified by of mnlla and on each side of all opnninpa. the Soils Enqineer or the locel building codes to protect apainst frost J. Provide cont:nuous shear ►eys at a11 cold �ointa and elsemhere as ehow� on L. Provide solid blo��.inq of the sane si:e as rafters or �oists at lines not to , he�ve priar to pre-Winter freezinq of the soii. draminQs. exceed 2 feet Maximur� spacing. 6. R11 Walls shall be laid true. level, pluro6 and neatly in accordance With the pians. Intersec:inq Masonry Walls and partitions shall be bonded by the use � K. All anchcr bolts for colunn bearing plates sha11 5e placed mith settinq M Maximur� ��ailing shall confo�M :o the folloWinp nailing 5ched�le of sttel ties @ 24" o.c. r�aximur�. Corners shall have a 3tandard r�asonry ter�pletes. Grout heneeth colunn bnse plates and beam bearing platas shell 1. JO15: :o s:ll o� qirder, ;aenail . . . . . .. . ... . . . .. 3-8d bond by overlappinq units and shall be prouted solid. Reinforcing in 6ond ERECTION 3 BRACING REOUIREMENTS • be n r�ini�un of 3/4' of non-shrink 'Enbeco", "Five-5tar", or approved equel. 2. Bridpinq to �ois:, toenail each end..... ... .. .............. . .2-Sd beaMS shall be cont:nuous around c�rners. ' � 3. 1",b` sutfloor or less :o eacn �oist, face nail. ...... ...........Z-&d O A, Struttural draWinQa art intended to illustra2e the finlshed st�ucture mith L. Equiproent ahall be provLded for heatinp the concrete Materials and 4 Wider than 1'x6' subfloor :o each loiat, face neil . ....... ... .3-8d H. Fill ell voids and celis Withi� 12" either side of all beaM and colu�nn all eler�ente in their final poisitions, properly supported and braced. The protecting the cantrete durinp freezing or neer-free:inp Weather. All 5. 2' subfloor to �oist or qlyder,blind and face nail....... ........2-16d reactions mith grout and one t4 reinforcinq bar. � eontrac:or is responei6le for providinp tenporary shoring and lateral nateriale, forna end earth in contact r�ith concrete shall be free fron 6. Sole piate to �oiat or bloc4inp, face nail .......... ... 16d Q 16'o.c. Q bracinp of fraMinp durinq construc:ion to achleve the final sfruc:ure. froet, ice and snoW. 7. ToA Plate to stud, end nail. ... ... ... ..... ....... .....2-16d I. Joint reinforcer�ent er�bedded in horizontal Mortar ,�oints shall have not less 8. Stud to aole plate. . . .. . ...toenail With 4-8d or andnail with 2-16d than 5/8' r�orter coverage fror� the exposed face. All other relnforcement � B. When reque=ted, the 5tructural Engineer Will furnish as an additional M. A!1 concrete shall be ihorouphly con�olidated hy vi6ratinp o� tanp�np durinq 9. Ooubled studs, fece nail . . .. . .. .... ... . . .. . ..16d @ 24`o.c. shall have a nirtinun coveraqe of one har dianeter over a12 bars. but not P� 3 5 service teroporary shoring and hra�in� re�omrendations and details placement, and shall be thoroughly morked around the reinforcer�ent and i�to 10. Doubled top plates, face nail.... ....... . ........... .16d @ 16"o.c. less than 3/4' except mhere exposed to Weather or soil in uhich case the � , the corne^s of the forMS. Honeycon51n9 mill not oe accepta6le. 11. Top olates, ines end in!ersec2ions, fece nail . .. . .. .....2-16d Mlnir�ur� coverage shall be 2". Q �'�p M ( }-� � 12. Continuous header, tuo oieces 26d @ 16" o.c alonp each edqe � - --_----- - - �N G+�vr� � � .. ... . 1� 13. .e.i.ng : :�ts to C:z:e, t�e�a.: .3-6o J A,1 masc^^y Shall be la:d up runn.np bo�d w.:h nl: txae_ed �e1�ts a:ruc4 , �O�, 1 �I��S STEEL 14 Cc-•inuous neede� to stud, tcera.l . .. . . . . . . . 3-Sd f�ush =^ovide rn�e ,7ein:_ ir nll b�:clwo�t. Asl e•pesed �c:rte shall tre � O t'� 15 Ce.:inp �oiats, laps o�er parti;ions, face nn:l. .. ... 3-16tl :ooled �_:n a round ber .o p�oduce a d-ree �ligh:�y concev: e..^face We:1 A. All structural s:et: shall he de:ailed. fnGricated and erected ec.-crdinp to 16. :.e.'inp 1olsts to perallel raf,trs, face nail . ....... . . . �-lod bonded •c :he blocl at th_ eoges. AISC "Spe=.ficaticns`, 198?. the AISC "Code cf Siandard Practice`, 1?75, and 17, r�r;er !o plate, :oenail.. .. . .. • . .•••• •• 3'8d � � Chapter Z7 of :he 1986 Uniforr+ Buildinq Code. 18. 1 5-ace to each stud and plate, face nail. .. . . . . ... . . . �-&d h No Masor-v ahall be laid when :fie ter�pere:ure of the out�3de a:r is beloW 40 19. !"��' sheathing or le=s to each beerinq, fece nail ... . . . Z-Bd de�rees '. unless :he na5onry ie heeted for e period of nt leest CB hours � � __---_— -_______ _ _ B. All 5tructural steel shall conform :o A57M 5pecifica#ion A36 ercept pipe �0. w.aer than 1'x8" shcathinq, face nail each bearing. . . .... . .... 3-Sd Meterial= to be ueed nnd built uaon shell be free fron ice or s�o�. coluMns mhich shall conforro to A57M Specification A53 and tube shapes Which zl r...lt-up corne� studs. . .. . .16d � :4'o.c . .... .. .. shell confo^n to ASTM Specifleatian A500, 6rade B. 22, fiu.lt-up qirde�s and beeMS. .. . ....... .20d @ 32'o.c at top and botton L. Verticel control �oints in maeonry ualls shall be loceted mith a r�axir�un � and staqqered 2-20d at ends and at each splice horizontn? spacing of three tir�es the Wall height, but not to exceed 50' on � C. All connections shail he roade uith bolts conforriing to ASTM Speclflcat�on � '-16d at each bearinq center 'hey shell occur et ne�or changes :n mall thickneaa or et openings. 23. _' planks........ ........................... ....� A3Q7. � See plens for any edditional sheathinq end deckinp nailinp notes. They sha:l consiet of a vert3cal �oint etraight up and down through the uee of full and hn2f unita, With ihe norfer deeply rnked and et lenst 50X of fhe O D. All meldinp shell confor� to the AMnricnn Weldinq 5oclety 'Structural N. R11 hea�ers shall be 2-2x12 for 2r4 Wails and 3-2x12 for 2x6 malls unless Dur-O-Well reinforesng cut. Weldinq Code'. 1983. All structural Weldinp shall be done 6y certified other�ise shoWn on the plans. All headers shall be supported by one trir�ner ' Welders usinp the shieided electric nrc process mith E70XX electrodes� lom � �1 each side unleaa otheruise shoWn on plans. - hydrepen electrodca shall be used for Weldlnp bolts and reinforcinp bars. 0. R11 exterior Walls end interlor load bnarinp Walls shali 6e braced at eech 6cNERA� NOTES � � E. Steel bar �oiste shall be K Series a�d desipned, fehricated and erected in end and at leest every 16 feet of lenqth by Sir�paon CWB 126 mall bratinq, � eccordance With Steel Joist Institute Specificatians. unless specific layout or plyWOOd sheathinp is indicated on the pinne. Th:s str,,:ture hae been deaigned to neet the reauirements of the 1988 � F. Steel deck shell be Vulcraft 5/8' 2B 9aqe 'Confor�n; or npproved equel. ' Uniforr� 5uildinq Code �ith aMendnents es adapted hy the Tomn of Vail. � � P. All built-up girders, beams and headers shall be glued with adhesive � conforrinq to APA Speclfication RF6-01 and nailed as per naillnp schedul�. qll or+:==.ons or ccnflic:s be:meen varieus eler+ents of fhe Working dremings — I 6. Unless otheruise noted on thn plans. franed beaM connections shall consiat and/or epecifications shall be brought to the atiention of the Struclural of pairs of !/4' nn9les usinQ the naxi�nur� num6er of 3/4' diar�eter bolt5 p, A1l Mud:ills and Wood used nearer thtn 6` to the earth ahall be California Enginter before proc�eding m::h any work so involvtd. The general � � cailed for in 7able II of the AISC Manual for the beaM �eacticns shoWn on RedWOOd or preasure ir�prepnatea With an approved preservetive as specified con:rac'.c^ shall verify ell dir�en:ions end conditions at the �obn:te and plans. 1n U.B.�. Standard No. 25-12. , Shall be �esponsiblt for coordinet3on of all �or1, end roaterials includinq those fu^^:shed by subcontractors. H. Expnnsion bolte called for o� the draminps shnll be "7rubolt' or 'Fied Nead' R. 5111 ple:ea shall be bolted to foundationa with a r�inir�uM of 1/2" dlaroeter With the folloWin� niniMUn er�bedments ` anchor holts speced at 4' o.c. and enbedded 7' into concrete. There shall Live loads ueed in desipn 1' diaMeter - 4 1/2` 6e a rinlnuM of tWO bolts per piece Wi:h one bolt located uithin 12' af eech fl. ncof - B0 psf 3/4' diar�ettr - 3 1/4' end oP cach piece. B W_�d - - 5/B` diar+eter - 2 5/8' Le_s than �0 feet - �5 psf 1/2' diar�eter - 2 1/8' S. Wood studs r+ey not be cut or notched to a depth exceedinp Z5X of their ��er 30 feet - 30 psf � Provlde 12 holt diametera spncing betWeen bolts and 6 6olt dier�eters 6etWeen midth Waod �oists or rafters r+ay be penetreted With a hole no lerper than C. Fl�ors - 40 psf eenterllne of bolt and edpe of concrete. 1' diameter located n approxinate:y r�id-depth and nidspan of the r�enber. 0. ca^:hqueke - Zone I U9C Any deviation fron this specification must be approved hy the Structurel I. Heeded anchor studs (H A.S. > ahall be attached to structurnl eler�enta as Engineer. The fo�ndation deaign rras ba�ed uRon an aaauned bca�ing capeci:y of 2500 { shomn on plans With a meldinp r�achine aAP�oved by the stud Manufacturer in pound3 :_r squnre foot and nn eaau�ned 2aie�el p^eesure of 45 pounde per O � ' aceordance mith the nanufecturer's meldinp speciflcations. T. Minir�um under-floor clenrance 6etueen enrth and mood framinp shail he 18' to cubac foc:. The=e eseur�ptione a^e to be verified 6y e licenSed soi15 � , J. Furnlsh one print and one sepla of shop and erection draminps to the floor �oists and 12' to floor qirders and ledpers. enginee^ =t :he tir+e of excevafion. O � . Structurnl Enpineer for revieW prSOr to the fabrication ef any steel. � U. Studs in exterior Walls and interior bearing Walls Which support one floor � � and a r�of shali not he lesa than 2r4'a, and mhich support tWO floors nnd e � � K. Unless othermiss shomn on plens all colunn cep plate thicknesses ahall be roof shell not be less than 2x6's to the bottor� of the loWer floor �oists equal to the thickness of the 6ea�n flanqe thet bears upon it. and Z>4's for the tmo upper ualls. All atuds in exterior malls and interior i t hearin;, malls shali he pinced at Ifi"o.c. unless othermise shomn on plars. N `� ' L. 1/4" pinte meh stiffeners shall 6e provided in all beaMS at all bearing �c �7 locations and nt all points mhere the beaa cnrriee a renction froro nhove. V. Floor +-ists shall he douhled und_r all parallel mall partitions. C _ � M. Roof deck shall be Vulcraft 1.5B�4 deck or npproved equal. W. MaxiMUr+ heights for franed malls shall be 14' for 2x4 walls and 16' for 2x6 Z N N. Metal exterior studs shall be Metal Stud Corp. 6/0 ES or appr`oved equak. Walls. O � � 0. Steelmork mhich mill be concealed by interior huildin� finish or Will be i� X. Diroensicns for franinQ shall he as per architectural dreWings. � 0 contact uith concrete need �ot be peinted. All other ateelWOrk shell be Y. Ai1 Micralans shall conforn to the stnnderds of the Trus loiet Institute for qiven one shop coat ot red oxidn zine chronate paint. Any shop paint on 9 1/2', 11 7/8', 14", 16", and 18' depthe� E�2,000,000 psi. �� . surfacea ad�acent to connectiona to 6e field Weided shnll 6e mire bruehed to reduce the pnint fi1M to a r�ininur�. Touch-up paintinp is required on all Z. AL1 Glulams and Microlar�s exposed to exterior conditions require par�nanent � ateel after erection. preservative treatnent in accorda�ce Wtth A.W.P.A. etandards C1 nnd C2. -_ _ -- - --�- . � __ _ _ _ _ -� _ _ � . ` � h � ` � �� � - = �, °° . ' U� � � L � . 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POWERS, RLS /3901 - ,,,�� .a• s, . t_ '� '� _.� r ` Dste Revision ,� ♦ Y'S 4' .,� 'j 4� C t i�� �a 1`� � �Y'� _. �u i .. • , ��♦ �/R��a = ,,ti'',`;�� � '" l P.O BOX 670 Y SUZTE 10! Duane;��,;,��Fehriri�err�P.F, at �.L.S. 26626 =� F ^ �"� 06lO NOTTINOHAH ROAD in��r������E�ln 1420 VANCE STREET �S M�+! L'd _ � � �N"� At [� . q 1 1 '" '� g4E�r�we-� PfY �. �r. � V n � /� Cl P D d LwP pVON,COLO.B1820 • • LAKEWQOO.COLO.B0236 : �d�`' J.�C4iTR.� X?` - ' ; 4. �� ��{ e" . - S � � / Y, � r t /y"� s (303)848-6072 �,ygg'�n��g�Hfll�'Ltd. (303)232-0368 � t 'MF ' j ;'a� Y ��I fr y �a wK \ `` �/f� ' ,a7 .�...bss� .� 1 � �'�MI � �t�'���" y a�son�a er ! O arol�cc He " ° PO GRA PHI�A L SURVEY 69 339 S �� � `7 ~x +4�il'� t�4Q'�D:�v � NtYTICE: According to Colorado law you must commence �" ' � �;� '` , "�-�`.jT�';`°�<<����' , qr..n nr we. :..u.a. �se� ti)f i.`�„�:»� , i ��ny legal action based upon any defect in this survey "�"�=�=-�="�" ',d K.�. , , ��L,Q'j� ��� lD/3//89 kithin three years after you first discover such defect. " � " Cn•ck.a er � S f j 1 j i-' 1 r� Scsl. _ ln no event, may any action based upon any defect in ' ' - �,�yy;p . ; ;�/�IL,�MEAD�VI�S F/LING N0. /, - �" - �p' ~ this surv2y be commenced more than ten'years from � , , ` ` � . 23s '� �8 � TOi�VN OF VA!L, COLORADO �'��` � ` the date of certification shown hereoa. I OF I �� �� , / - t. , � -- � `•— ' --� :. , , � � �,. tiF .. `� , , , i, 1 / f � ' t i � ` '' � � MANHOLE B-84-B lO ..�._........�... ...................N............... ...�a , ��.2/���l�t?� � , , � ��r1� :.i � � �'���'.,�. � � � � � � � � � �f F � � «w�i � � . . oo �� ����� ���/ 18� CMP CULVERT � (SlLTED lN) � .� �_ . - � �6 , EXlSTING BU/LOlNG ASPHALT ORNEWAY ��� y Z I � a \ �'A .L \ � \ �� I m g" WIDE WOOD C B \ ` � FOUND #4 �� W REBAR IIV �0 �,� �� \ / 12��xl2��COVNC ' \ p � SLAB \ O � \ \ \ � � \ TELEPHONE B0� \ \ \ FG�UND ` \ \2�3\39� 5" REBAR Q PL ASTIC CA P � N 77� ZI' 03" E ` ILLE6IBLE . , 6„ � \ � \\ \ � � � � / z l0 5 0 O 2 0 �� ` � 5„ 5„ / �p ` \ \' \ \ \ � SCALE lN FEET \ \ \ \ \� u � C / SCALE� 1 = 10 � � � ��. \ . \ \\ . \ � r , , \ \ CURVE DELTA RADIUS ARC TANGENT CHORD CNORD BRG \ � / \ , , �, , , , , „ _ � � \ , � � � _ _ � \ l I 3l 22 54 Ill 00 60 80 3l 18 60 04 S 38 57 58 E _ \ \ 4 , - - - \� \ � � � ' � �, \ \ � � . .. \ � : < -� t \ J � � \ ` � \ \ C \ \ � � o � � , _ � \ � \ \ � � \ \ � \ � � \ I \ O � \ ' \ o \ \ \ \ \ \ \ �. � . X , , \ \ 74 � \ \ 4 0 � \ � \ \ \ � I c� WATER VALVE •� • \ \ \ � I �i \ \ \ J \ , 1 / \ \ �. o f� � � \ \ 2 -� \ \ \ \ . \ \ \ \ \ � �• � \ \ \ \ \ \ \ / � PINE TREE (TYP1 9� /• / \ \ \ \ \ � � -_, \ \ \ \ 25 30 TALL x \ �, \ \ � 470 \ -� � \ \ ` \ \ \ \ � \ \ \ , \ 25� \ \ \ \ \ \ \\ \� \ \ � � � �' r � LOT� l9 � � \ \ \ � � � � � � 0.643 ACRES \ � FOUND , \\ \ � \\ \ \ \ 6„ REBAR � WASHER \ � \ � \ \ � Q \ � ! \ � \ . \ � \ \ � . \ \ � WILLOWS & � \ \ � \ \ � „ „ � = \ \ 6 \ \ - 6 ASPEN TREES \ \ �� � \ \ \ \ \ \ \ � \ \ � \ . \ �, \ „ \ \ \ \ � \ 6 \ � \ s \ � � 6„ _ \ � • � s . \ � \ � „ \ 5 0 \ \ � \ \ \ N \ \ � „ V� � . \ , 6 �� \ \ 0� � \ \ � � \ \ s. _ o \ � \ � - . o � \ � \ �` ASSUMED ao �. � \ � \ \ BASIS OF EL EVATION � • •\ � \ \ . \ \ � � \ , � - - � � , � � \ ,\ 6„ �� MANHOLE B 84 B.ll \ O _ , \ 6�• \ R/M =8649.76 \ � . \ � �� \ J7 �' = \ \ �, � INVERT /N 864/.24 �� \�� � ii � ',, ��- -- \ � � �, � � � � �� � � INVERT OU�' 864/.20 �m_ � \` \��, � \ \� � - - ` � \, �„ �, �� h� � � \ , � � � \ � ASPfN TREf (TYP) � _ \ \ � � � � \ \ \ \ \ �� � �, �� �, �, �� 12 DIA. �� \ �\ E \ � �� � � 8 � \ , . \ \ � � �� , � \ � \ 6 � � \ 5� \ \ \ \ \ \ � , \ � \ \ TR \ �� \ FIXIND S 79° 39' 3 2" W 299.85' � � , \ �� � #�e Nr�A � � \ � � �- � \ o ° � � \ ' J � � \� \ \ \ ` . � ,,`� `�_ � / �1 /I�1 / ��j���• �� \ \ �� ` �.�I�i1�1�•i • • ��/i � �—" �_ � ` � \\ � 1__ .. \\ �_ \ � \ ` \\��� \'�_ \ \ �\\ `_ \ " ! LLDYD W POWERS, A DUlY REG/STERED LAND SIJRVEYt�R IN THE STATE' OF ��_ \\ \ � COLARADO, DO HEREBY CERT/FY THAT THE SURVEY SHOWN HEREON WAS DONE BY ME � �— ., �` �6S� A4 UVAER MY D/RECT SUPERV1S10N AND TNE' HOR/ZONTAL AND VFRT/CAL MEASUREMENTS � ARE ACCURATE 7t7 THE BEST OF MY KNOWI.dEDGE AND BEL/EF. --� � � \86 Rechecked and Recertified by • 60 �'� � '' � � - / ° �, �,,,�;i't�' ��ti' :;� ` '� ;�_ . . _ _ J ` '` �� �/Y LLOYD W P4WERS, RLS .���� ��;,C� ''c r,�4 `, f , 13901 /�1%��•`r •`�.'I���,.as°�r'�,�a,��.t�1`* ,r k y,J:" , _ .' .�`� i{i�: �t ' � DOt! ROV3810ft t _ ~J�� t - - � '�r, ± ut k` ��"�p � • � Duane;`�u,,�.•Fehrifi e��P.E & -P.L. S. 26b26 '`°' '", `� $ ��� q P o eox e�e � ' � � ` ` � /Z a � O O L w P 1420 VANCE STREET � . 9�In��g'-�oiflntalfl� f.� � _ � � ,a — • • IAKEW00D.COL0T802�16 =7 Fr �i• „r„— ,r AVON,COL0.81820 _ 0830 NOTTINGHAM ROAD . .r � ;,rt,;, _� _ �. . . ,��s � ran�Lta. (303)282-0368 � Eia�an�� n .�':`,v���z r * R t7 �^+� t��a � � (303)846—'5072 F Mt�/ � f � � , ` +L� ,�as'° f+• ° D��SOrntl BY Pro7�ct Na i�'�A�a�4xwrlµ�v (~j` f�•�q����:�t �:�,,,�` , T4PDGRAPHICAL SURVE'Y 893395 �� r �f � � . ���/� � ' � �c�, �^�' �' " � L�r�rn BY � Gt• Inu�G. N�'TICE: According to Calorado law you must commence ' 4';.:�,�_`1`,'-���� , , AKC. � ' a �J IO/31/89 � ,iny tegal action based upon any defect in this survey , � �.�-�T ��� - Within three years after you first discover such defect. `".`k.°Bv� �} � i " r ` ��� s`.'. ln no event, may any action based upon any defect in , �,�{r;p �/�IL �l{�E�iQa.6�lS F/L/NG /��. /� • /" _ /p' cMs surv2y be commenced more than ten years from � • rf�5a �ok o1i< < TOiNN OF VAaL COLORADO �'••� �� the date of certification shown hereon. 236 78 � ! 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E-+E A MTNIMUM (7F ;�E� b(aR c - - �,. � �, o en ,.-....•,-• t�� � f�ir�;x,� rf�t�r�i� �����E�tr�r�Ert. _ ' t��r�it��i-E�� u�v�c» or�-i�FZwrs� Np"f�T). r�c�i« n�.� �in�s A� �, o a � �� � _._. ; GQNTINUOUa F1f�0UIVL7 ClaR1�ECZ,.�`i. F - _ , ' � 'ti�' ' �`j � � � � '^+�±� �`�r�° ';-^„ •r` � c�,�, ����i' %"'.� � � � - -------____.._._. i �� � � , ` t! � `w�' � � `a;ar.a ��E� Lt f S� � t�'� � e�� ���.y.� i� � �, a d��l s: ,� w � ` �.,✓ i�L��,�:,., .,�,..�.�.,,�.�.... . �� � �'j �r'�`,�'� ) �+,�� `f j� j , 6 � , _ � � � .., �';3� ��d`��..� ! �.J Y Y !'�t � � Y /`"1 i L ;�: - i c_ � - 3 ' �, '� ' � ' � �Y. . ..... .........���..._............_t�AT�r-/� r... , , iY I - � � . i 't" = , __.. _a _.__. _ . ,_ ..w_ _ _ . u a� __..,_,.. a�._._��.� _��_...w a.. _ a. ,�.�_ r. __w..,.�.� ._ _�.,.,.. . __�___. __ ... .._ _ _. _ .Y ._ _ _ . _ ._______. � _..�._ _... - - - . _ ._ __. . _ _ _ � _ _ .� , _ _. _ _ _ _ _ _ - - - � � � ! _ • `l( i - ( ' ^ .,. e.+t-�w, w t.._. .s...-.u�.. ... � _ � e - ».�. . , . a - .r . �y�„., _ +�w�w�.�.�.�.a..�'��.��^�'�'a lt ' � ' � , - } / /)��/) ' L� �. � , SCALE I" = 20' I 1 _ ( 5!9 � � S 77'21 '03"W 203.39 � � I g683 N �j I horeby certify that this impxovement location certificate was M prepared for tha mort a o lender and the title insurance com an � bAS� elev. - g65�� tal. 9 5 I� Y, � 33 O that it is not a land survey plat or improvement survey plat, and that it is not to be relied upon for the establishment of fence, i building, or other future improvement lines. I further certify PEA K EL E VA T/ON C that the improvements on thc above described parcel on this daC�, ��"�'`�' = 8683' TOP OF 9 Q exaept utility connections, are entirely within the boundaries oP ,;k,��`:'��.`��;�;����`"''��`����u�:'�•���=�• SHEATHING �' /A the parcel, except as shown, that there are no encroachments upon ,�e�,n '�;`.;�,.,��;�~�;,;ti=,^M;;;;<;„?��;�;e;,�,; � the described premfses !9y improvements nn any adjoining premises, �; �,�;;,y�:�;�,';=r��,�,�;,�;�;;`�„;o'��uH'�Yn;* � except as indicated, and tha� there is no apparent evidence or ;`;1';�� ' ';'�� ;�;;`�N u F;„x,.'r,t u . ;,�',;; "'`t ;�,� �� ;�,�,��,� ,� ;h,,;;;'` , �`'a,�. ��a,�'` ,�.,, }x �"t�;��•<<.� q f y r ing or burdening any part of said ;s�'. �n e;;;•' � 'p s i n o ` 0 an easemen� c oss ��;�'t;;� 4:"'C;1�'„�,;a=`;a':�;;a'"�a.�''�,�;,, .�:�i:�%:p;`;-'`i";^``",t'3` N �"�r� ���kh�. +:�.}a \:�^d;�A:`\`�`�ik{Hn;.��a�'F,:e;R����:iN�`.hk�•i'N�•`.: \\ Ci� '�"'� �?,��w ' .r, �,u •o ar l, except as noted. \�,`��d�.,ti,�?'�c, �3c:\;�ati•`t" i�m':\v.a�;Fu4;i;'&tit: ,�'<,�\a". ;..,1`;; ;�.\,ist��_`.,uk,� �k^.,ri.�\\.,p�`. �) p � �vnk�4��.�i`.�`ty "Cti�.\��^\��A� .��s�nrt"k F t.���,�..•k�i t ..' \�.�K�i�t�� 7 �nP.Fi.,:��"y �,\\:ti�:`�a *�,.;a• ,�' � a�e�� "aa� � o„;j�h.4t"; :���(� `,'�.�e � tvP:,j;.\`� �.S`��@.p,�.�-i�',����;i??(\��,. „�vx, tax,y �i",`; .;$: .�ey",;;`�a:�.,�,�`+,ke„s,:: v :`�.�<��r;;� ;.,�.�;�� �,�,+��;::,,,. �a,,,�q,�,,,,,,;,;,,�;;�<< 4� This certificate does not constitute a ti�le search b Inter- �.��� ;.��,t'�,��i�i`41�`.�;�.�G�P r� .F �rK�;,i.�,�. 1.��.n�.at•���,�`.F�`k'F`t"`,�^t,o O l ,Y�' ��a�`' ''�`' µ` •�;t"• =� "`�"� 'e�',,,��;�',��;�,,�ze;��;;•; � Mountain Ennineerinry to det ine ownershi1� or easements of �`_""��,' � �� � ,�, ,,�:� ��:';'''u°"raG�44�,,,t,h,;�d„ �. � 7 7 C _ ���i�+*`F�t,�;a`����:n�� a�.4�w, ��.:�,�. ���kx;.c.`.'��C:\^\FVa •m � "����`a�;��`,:�.- ��`'y„�i�;�"��i �,�"-.��'���?,��.��;����"`Y'=�c,�����;�',�,i��`�k�Nnt `/O O � record, For all information r arding easements, r hts -way or y Y���in`���'n. '.:.kSQ ,'Y`��"2�.,��n:?�a} ` �se`�A+``S .� � �S,P�k���������`��,, �w";;, ,N�K�,,�,,,�t��,;��;;a:�`,�,,;�.����'t;+`�,;,�;;;a.a 0� �G. title of record, Inter-Mounta 9 P �inal Plat ��;2,;��� `;,�iar��;i;<�,�"� �'�•,�"�HU,��,��"�:����a��jV,;r�;ti`�f`�"����. 2 Vail Meadows Fifin NQ. '. �Il 'neerin CI1C' OIl O `��`i�k.r���N°`°o`µ$'4e 'ku���M�\��`t��i �. �.2�F,eNti.: p`,��aa\C�.,.�\..�.v4+ � � � 7-� ,;�,�,y�;;; �;��;w�{f+� Mkty �'�f�`;i�;�y'�;;i�°�;rX`;c��•�,;'ii`'e�T;a��;s;;�a;,,v. L�/ l9 �;�,:;°�ti,�ra�a;,, �a�,,.�;`s;�$,,,�,a>z��, n r,�; y,y ,�,,�• � ' aa�;;;t��, �",ati;,u�,�.i�`i; x1�k"��St,�Ka`;`•hV;ka";�\?.ChCY�\,��;�����k;r�;�;�`��' ane Fehr nger P.E. & P.L . 26626 O \;`�r.�??.��;`"a`a,`?``�<<t�,`y�����;�,��;X`n��;;�,`�it R,�e�'y^,kv��:,;,i`;�;���r��,<�� � ��T G i A PEAK ELEVAT/ON` �=;n;;s�;�-,;;�.�;};,.,;,.�,, a�,�;a,`:,��;,;r�;�:�;;�ek�,�:;;';;,`',;:�". L v / � — w��a .,.��:,,`',,'",;;; �,,, I , Y}:. �w='�x�`„�nc� ;^• 2�.`; �;Z,���,`;d��;µ;F; V — 8686 ,s:.�,w�,;uFw`'�r',3?�;�,':��.,,,r;;��;?;w,:a;�=::jG;�tir, � I�w S ^ ;�qti,'�M�k\`�.�h�\'��c:.'���,Y��,�`.�u.�l`�,5,,x�a: Iy`_ V, � rti��,,f�a t�ti�,,. ��'",�'i��k�',a'.`,i%�;; /i bqse c��l,bN g6�3 ,�:�;n��t:,�.�;,,,,a��,re,.,:�����.;;��;;r``,4.a, sp �' - A 1 :;`��� r 4`�;4?��''^'Si<d,) �yait vtiya,��`� � j �. 3 3 r ar,5 r;�2r��;�=x:`�'„<:;.;,;"'.�`. �� / xa�, , , �a,�t;i.at;"„",H`'a'``��'` � ,..,,,�.µwir, e.��.: , ... \���::��,v, � 1I �aa ��KTi��k; �L��`��a.."`i$'`N�r � _ 1,i��- .r �f,.t�ai•t\;.��i`K��F,�`�2c`�� . �� , � �+`Y�t;svN.�;s,;;� -.y;.�:,��m'ri�i�*t�.� � �U\iFit'�;:h �.1w` <:n, V `.tlsJ'`a�v.'` • :;���F�:y�`}x^li��a�.,�,,'(�`���y�i��r�`F,t;���' � �\ O "�'ta;4 °i4;i,��;a��uy;�;�r,�," '\� � �:rtr€�i'�a (�J �,, P�A'K ELEVATION '�� - = 8683' p \ - �� �2�Ge.�.�-er- � - � \ � _ k_-,_..�Y.. N 79'59'32"E �299.B5 \ � �/�✓i�'�f;T i_�c�J \ a K �I . /�1�%� � g. I S� 92 c ' c� � --� ° , � �� (�f� 1 a��� . �1 _ BASIS OF ELEVATlON = MH B-84-B1/ RIM = 8649.76 � n�t• Rav�s�on ' . � � , j a,o.eox o�s SUITE sos \``�`�a�'���tl����,f�fjf����� J_ , � 0010 NOTTINOHAN ROAO nter-Mountain l420 VANCE 8TREET ,� i2-9 ADDED 20.5 T!E ���`� �'q� 4f �' (303)848 607820 � � LAKEiVOOD.CO10.80216 ��p6. D. J,��i'�;-�n 8-17-9 ADDED PEAK ELEVAT/ONS EngineeringLtd. t3o3�aa2-osae - � �� �"��� °"'°�'°�' IMPROVEMENT LOCA T1�N �92183S ,��i"�i �S � NOTICE; According to Colorado law, you must comnence ' P � � a�.�,.Y CER T/F/CA TE ' o.t�:..,,.� a�iy iega] action based upon any defect in this survey `�� - � �� ; T V/BJ � _ L 0 T l9 �— �'92 th n three years after ou first dlscover such defect. ''%sr���'�b� saa° �;� • , , In no event, may any action based upon such defect in � ��`;A� ���.�•����'� a"""°'"" UA/L MEADOWS F/L/NG N0. I "''" ���f�ifr��l,�,;,,�j�a����` I�.D F TO WN OF VA/L f" _:20` tMs survey De commenced more than ten years from the � n.3e s�w�, o,.�: , - ,,,..t�.. date of the certification shown he�eon, ' - EA�LE, COUNT Y �COL ORADO ! OF � ' ' � � _ - ----.__ r_''.,�. -. _ T y '__ �� _,"�. _ f`_"� ���"- -�-n.�°'^' `-- ,. �--- � ^ ` l f � ! -... — - � -,'_" - .� . _ __ _ ' - _ ^ _ _ � _� _ _ _ � -..-.�>._�- - _- � r '" `'�w4'�---1�„s� \ � • �. � \`�_ y� _ -. -`- a\\ � - . " , � _,� •� � �� ' _�„- « \� � � _� � j ` � �� / �� / ___ _. .__.__..___ _. _ �` _ -- _ '�-• L. _ — i _- � �� l ' � " MANHOLE B-84-B /O 1 ' _ , p I ( � . � • �� � � _ /��i � I: �,./ ` � l8�� CMP CULVERT \ ' (SILTED IN) , � �_ .� 6` BUILDING ASPHALT DRNEWAY R�\ � � I � a � 9� . � \ + cn . � I \ �� _ \\ � , \ c^ 8�� WIDE WOOD CU B 1 �° FOUND #4 _ �� \ / REBAR /N � /2��xl2��CANC • \ \ I SLAB \ � � TELEPNONE BOXJ \ • " �\ � \ FCXlND 1 ` N 77� 2�' 03 E � 203 39 5" REBAR & PLASTIC CAP � 61I ILLEG/BLE J \ � \ / , � C�\ / � lO 5 0 O 2 0 , 5„ 5�, \ / . � '�\ \ \ SCALE !Af FEfT � ' \ `., C SCALE� 1" = 10' \ � . / � ' � \ \ \ � � \ - CURVE DELTA RADIUS ARC TANGENT CHORD CNORD BRG .__ _ �� � _ \ � �, � � , � - , \ � � / / 3/°2254 II100 6080 3/ / � ' " \ 8 60 04 S 38 57 58 E �� , �\ V ,� � � �'� � , � j - . ; �- - � � , ► 1 . , , � , � � � -�,,_ � \ Cs�o � . . � . � � \ �_ - �Q , ' _ �` , � �� , � � �, \ �'��, � '� \ � \ � __ � �, , - ---_____ _-, . , � . � \ \ � �, � x � � � ������ 474 0 \ , � � �� S� ` , � \ � '��\ I \ �c� �WATER VALVE , , � �� � o � ,—�, . . \ \ \ \ �� 2 ' � ���� \ • • _ - %� %_ � \ / / � qin _ �"'� `� PINE TREE (7"YP) � , ��.__ \\ \ � 25� 30� TALL x i i \� ,_� \ \ (� �' 470� � \� \ ' 25� , \ I ' � � � � �� � LOT l9 � ' �� �` `� i � ��' f , 0.643 ACRES � `''�, � � � ��� � \ �, ' FOUND � \ �� REBAR A WASHER � � �, \ O � O � � 'Q �c- � \ \ \ � / � �'"`� \ . 1 ��b,,' �\ wr�cows a �� , U,� � \ � � \ / , � �` � \ �� \ � 6� 6'� ASPEN TREES \ '' \ . - \ \ \ / � , `-a , ' \ \ °' i f \ \ 6„ �, � � , \ � � , � � 6.. � ; , � � � � , N � � 5 ° � �_ - --_ ' `� \ \ �.�' S -, _. , , \ � „ \\ \ 6 �' �i . ' - � ��� �.� � \, �s�� J , o A ` \ \ � � � \ �` ASSUMED � � � � \ � , O o� � � \ BAS/S OF EL EVAT/ON . ���� � �� d � ., , Z \, . \ 4 ,��'\ \ � \ 6„ � MANHOLE B-84-B.ll , \ \ \ \ •O _ -. . � , , \ 6+• \ R/M -8649.i 6 � �, , � �,�� , -� -�. � -- _ , \ 17 \ �, � lNVERT /N 8641.24 �, ��� � �i t�% � � \ . •, �, �, � i' �� �� \ INVERT OUT �864I.20 , � �, �� � � � � � � � �° `�- � � � � � � , ,,. ` h� - \,, �,,, _ , , , , � � � �'Z� .''�� , SPEN TRE � A E (TYP) � � � � �cc,, � � � `�✓ � ��, � � � l2° DlA � ,��,. �-�r R �., \ � l� r_, •� ~�r, v c�� , � \ 6„ . � 5" \ � \ \ `� ' \ � � I - � � 1 �R FGYIND � � S 79° 39' 3 2" W 299.85' ,� � �_ #(BENT)A - ; � \ � � � � � ` , � � \ � � ,� ,.�, �� �-;.��; \� \\ �— , � � \ �_ �.�1�I I •�i•t • • I�I� \ ! \ \\ �\ __�`' �_ . �. \` �---_. � \ ` �� � `� r ` \` � `� �� �+ °• ` n I LLDYD W POWERS, A DULY REGIS7ER�0 LAND SLlRVEroR IN THE STATF OF `'j COLORADO, DO NE'REBY CERTIFY THAT THE StJRVEY SHOWN HEREON WAS DONE BY ME � � �� 865� � AR UUQER MY D/RECT SUPERVlS10N AND TfiE HO+R/ZONTAL AND VERT/CAL MEASUREMENTS \ ARE ACCURATE Tt� THE BEST OF MY KNOWLEDGE AND BEL/EF. -- � \86 so , r�="''��,�'������ �,,,"',&. LLOYD W. FOWERS, RLS 13901 - � -.""_.---- -— - - , �C�j �u,-„�,�- � D�t• R�vi�lon • , ,',+'J;°t.Lx�,"�$k �_�',�,,;,,� P O.BOX 07B • 8UITE 301 °" 4 "° `rr 0630 NOTTINOHAM ROAD i . � �„ AVON,COLO.BSB20 nInter� , ountain LAKEWOODACOL0s60816 " ^r �� r� �Q '�,• ry (303)846-3072 Eng�neeringLta. (3031 232-OSSB , ,,� �� ,, �.a,.«� l � a�torna ar � ��s ��� ,.�F�-;�;�,�~ .s TOPOGRAPHICAL SI�RV�Y 893395 ' NtYTICE: According to Colorado law you must commence }�}'V,��' �, ,�' '�`',,`` 4a , ` �;i a-�.n sr� o.e� u a-' w a�y tegai action based upon any defect in tMs survey - ��"'� ±�-��` ` � � _ � ` AK.C. LOT 19� ��� ��89 withln three years after you first discover such defect. a.�k.•eY °`•'• In no event, may bny action based upon any detect in t,. ' ' *°� �.W,p. VAIL MEADOWS FILING N0. l� I" _ !D' this surv2y t,�e commenced more than ten'yenrs from � " f'•""�` �'•` TOWl11 OF' VA/L COLOf�ADO �'��t� the date of certification shown hereon. � ` � 236 78 � "��' UF l �t � _ � ���, - �`�� � �'� ' � , � _ _ _ , - '_ _ ._._.- .-�.��� <.� � �. ; � � \ , _ \� � `t .' . w � 1 t ' ' ` _ , I ( �,�. � � . � Y � ` r t '� � .a S ; ' .1 ' ' � s , � i � ` ' � F 1 e , + � J v � `� ` • , M r `• ^ ,� T - . , � ` , � , _ ' • � � \ i , yy� � � . . � - ' � '� , , . � t/2' iso�-noN �on�rr rrr�rz� ae�w� w� vr iso�..a-noN �or�r , _ � . � W/ SHE.p.TFNG � � �r o a� , ���� � ' - 4' S `�'� ` F1.00R SHEAT}�NC' R6 PLAN �t-0 � � m a"'D� � EXT. STLID WAI.d_ ON 4' C�AVF1. BASE ON 4 GRAVEI_ BASE 2 X 6 T'KEA'f�D W/ , _' , W/ SHE�+TFNG Y %2'�� � A.Br. � TB��•'�-O' O C.�� W�THJC' WALL (2�j--R�S i 4' O.G.� �r5 • 2'--0' X � � � ���� , '� � + � ' 5/� � X d I�.B.W/ � AT �-O' O.G. — � � � �...o ° p A-r 3�-0' o.c. �� � . _ , , � ... a»�� � (2}.� - - - - -r - -, (2)-� - = - - +- - �4�� (2) _ �' . . ,.a _ 8' • 4 � GC� ` , � : • , : • ° � � . � _ • _11 • -o��o • �, �, ° �a°� 4, � , ` . , ' , � . _oo . . ' llli — � '— ° o� �� �, � � � '� • • _ 1111 . ' 1 � +� . t�' o.c. Hort. (Z�s coNr. _ - � Illr : lll GpI"pACTE,p CKP�L�PACE ' . � • -, � Illl Ilq aAC�ta. t�ooR �as-rs � �t..at� �s . a'-o' _ t�� � �, �/r �so. .�orrr s � ° ��.w� c�av� ea.se � . t�r iso. �oNr � � � 4� AT O.G. 2 X 4 KEYWA7 � � ��� � � - 4' - , = I W/ W.W.P. W/ W.WF. �►S • 1a' O.G. VERT. - �t5 � 2-O' X R�s PLAN W . —111_ • �.p_�o� • �s . r-�' o.c. • es . t�' o.c. IIL— ' � ' „�T. � �. „� � �. . o - 2 X 4 KEYWAY— II- LEGS � ' 2 X 4 KEYWAY 2 X 4 KEYWAY 2 X 4 KEYWAY � ���_ �ES •��� � , o .�y _, � � � . MATGH VE.KT � �- - - - - - - - - - - � - . - ` 1�'Et�ORGENENf i i � . _ ' • � 6� , ' � IIII � •o ; � • • ���= ° � � • . • ' _ . 8� • • •° �° �° � � � ��� . ���� (2)-�5 GONT. � �'. • o � —� � • . ' b � • • . � ° � ' — �� = (lli ° : . p�""'S r�,-rc� v�-r. � � . . . �2� . . c2� _ _ � - . •, _ , �oRCEr�r�tr N IIII= _ _ — � P�.N RE. PLAN -III � PLAN RE: PLAN =�i ���� RE: PLAN =III-III) °' s � �oN 11 S �T�oN � � �T�oN 5 ��GTION 1 S GTION � T (n � j .¢' a P�.Q , aJ�4.' = r•-0 3�`�� ° f-0 3�4• ' r " ' 3/4 = P-O � W/ SHEAT'FWG , � WO00 GOLUNN �' 2 X CONT. W/ 5/8' 0 PROVnE HORlZ,. KEYWAY D�Z�� �T� W/ SWPSON !'C � X l0' Ab. O AT CONST. JONT TYP. w XS � �, RE: pLAN COL. CAP • TOP � 4+,� � ON 4' G�tAVEL BASE , ` �. �T � O.G f (2)-i►5 GONT. v � 24 DIA. 24 DIA. ST� �N - ' � � U-OAD Ca , � . � - _�� �- - - - �- -�- � � • � . • . . , . . W 5�8' DIP.. �c5' � O 4o0�•Ooo�Om�Oo zx cortr. r�,-rE.D cort �QU�.) w/ -11 � �°`��°�r°�'°° � � . . i • !7� '. , ' - ' . - • • pN N�� SL'AB ANC�R BOLT i 2'-O' �4 - • • �/XP. ANGH. � , � . � �. . • - . - � _ . =111 2�/°' °�`'� 4' 1111 , LAG-60LTS � y . . Q =�� 1111 t/z' iso. �oc�r O , , Q o UJ ° � ' ' ' • • ' ��oorz st�,-r�G - 111= � � .� , . . � � • N 4 • • ' • i • ' � �5 • 2'-O' FI02. ���� � ' � N .' 4� o� o OOoo� � � . ' ' �. • � oo� • oo� e � FLOOR JOIST R� RAN � . • • Qp o REQ�. � ' ' _ _ _ �►5 � 1U }aOR. SWPSON IT HA1,IG�RS :� : � RFs PL-AN � - I - I- • . . . 2 X 4 KEYWAY (TYP.) HoKrz. ��. -r�. - =1111 -1111 =1111 � r-+..00R st-�,-r}� .� �•. • ' , . . � - • . . #s . z'-o' v�-r. 1111 . �l (�)-�s cot�tr. o = v � � 4' RE: PLAN 4' . Fi00R JOIST - . : - - - • ' " '.• . --r , � � � � IIII ' � - — _ — -111 '� � ., � - � � (fll-llll -111 III _ - � RE: PLAN - G��� Ca'1`�'r• � O REF�. DETAILS =IIII , � T'YP. G RNEK MATGH VERT. KEO�F. �' � �t5 � 12' VERT. 18' LEGS ALT.SIDES � ' . � � , L Q - S�G ION 2 S��TION 6 6. S��TION 2 ���TIoN 1� T 1 , a �,4. 3 r-0 3 4� = r-o 3/4' = r-o � 3/4 r-o 0 � � � - � , � EXT. STU� WALL • SIMPSON U FWNGERS EXT. STUD WALI� EXT. STIb WALL O - W/ Sf�'P`THNG �2��� 2� X 10 LED('�ER 1�-1/ S�ATI-DNG 2 X b TREA RE: 1'LAN ' ' ' �(�;-��.D AND�) TS 2 X b TREA �: PLAN 2 X GONT. TRF.ATE� (2�*5 GONT. � W/ 5/8' ��X 10' AT t--0' O.G A.05AT 2' O�G. W/ 5/� ,� X 10' � � , A.a RT 12 O.C. P.b. • �-O' �5 • 12 O.G. HOR. , '. _ I �5 • 18' O.G. VERT. ������ MATCH v�RT '�9 " .•'`pONALO����.,�. (4� - . • R��ORGENENT N 1/2' iSOLATION JOiNT (4 - • • �� C�4�GRADE ON �.,���t����tSTEkEO���Y,Qo�: _��-111 a' • 4� s — _» MATGH VERT. �c.�. _ �m'J � . u o F i 2 X 4 ]GEYWAY ON 4' GRAVEL BASE _��� - e ` -111 °-� , •. lb' LEGS ALT,SIDES ° ' _ ' , . ' ' FLOOR SHP..AT}�IG I - - - : - . o �`,�°Q-: FL-OOR SHFATF�IG . � � j ' � )'`i��IVAL E:�°�Pq��: ROOR JO1ST RE: PL.PJJ ' F100R JOIST R�: PI�N . .. o o i o"C�o i o°�'�i c��i �0��`�F'�•e`O���.�� �:_ _ 00 Oo0 000 00 ����.,i,iC���`�� �5 � 10' HOR. SIfrPSON IT HANGERS �s . w' �. sm�sor� rr �RS IIII , ° ;�o, � o° ,• � • =111 . 1 I�_ — _ � • t/r iso �owr � -�ii. �- - �. im : . . . . - o — , • . . ��'� _��� 2 X 4 KEYWAY (TYP.) 2E: PLAN ` =111 (�Y� coNr. DATE: 4-10—q2 NO'T� A? S1M. SEGTION � RE• PLAN _lO1STS RUN PAf2ALLEL ' �5 � 12' VERT. 70 �RAMNG � • 12' VERT. , � - S�G' �pN � � S��TION � ��� �' � 3 ��� �' �� T � ' ; �/4' = r-o �, • woo2 s�p.�t}w� �/4' = P-o � . • FL002 JOIST 1 ��J� l �1 � � 4.,��'�i� i � ; .' � • ' �: �..P,N BY... �t__ .... .._....._.�..w..._..._...t�,�YE...`''/ --�i'2- � . _ � , _ _ � AT POST N WALL � p�N , � ,� NSTALL FLANC�S • � N W�P.LTL�. � �. � MATCH VERT. �9 � O�ARNG WALL W/ RfA�ORG RENEt�tr 1 . SWPSON LG8 ��� N 1/r ISOLATION JOA1T �. ��}�JG W/ N . • POST BAS� . 1 1/2 � X 10' A.6. AT , . � 3'-O' O.G. 9' • GONGRETE SLA6 � PI.AN X e C 8 ' 4' SLA6-ON-GRADE W/ W.L.Ip � SG"rPSON U HANG�RS ON GRADE EAGH WAY r�ruw 2 X 4 KEYWAY ON 4' GRRVEL BASE 2 X 4 KEYWAY � - R�: PLAN � ' . 2}-2 X 10 L.�DC�R `� i - 3/4' 4 X e EXP_ a0�TS �Pl�_AN �' _ � - ' � � III=II= AT P-0' O.G. _ _ _ _ _ _ _ 4. � _ .._ ♦- I--� - - - - -' - - RE: PLAN '+ - - - - "- - - - - - III= GOP'PAGTED GRAWLSPA i . � � • • . J . 1 . o0 0 ° IIII . • oo a • �� . . � �. �� � BAGKFLL , � oo� a ` � � ' eQGo� °�� - � � o o ° • � • . . • � ' ; • ' . . � .�. • • • , :� . � � � � � � �•� •t' � ` � .� . , - . . -��� � . . . � • . • _��� . . � o ' , • . . ��� `� • _�-�- � ° � . . ' (�}-� �� rze: P�aN �' =111 ' =111 �. 2�_�• ��• NOTE: AT SIM. SECTION NOTE - AT SN1t..AR SEGTION REGT. ISOLATE� FTG. 2E: PLAN RE: PLAN T�ISF SR�PfiRAL.L.EL PAD. USE ��TT�L FOR POST . , 4 �AVEL BASE C. � � S G ON O S�GTION � S�GT101`I 4 � �" . � - S�GTION 1� � TI 1 . " 3/4' = A-0 �/4' a r-0 3/4' = P-O �/4 = -O . _ 1..,� � - � ,----�-°--"�" ' -- - - ` " - - _ _...�-...-.r�- �f _..�-...-.�.-` - - -� +_' � . ...... " , -�� r _� __ . "\ �_ 1 - - _ �.,,,,_ _ _.� _w- .� -_ __ __- .,, _-__ ,-�---'-...�—�-- - _- --.'-"'�,,._r.�--- - -_'_'. . �,.. __ �_ �,-r,r .. �-. - r ..r � � � � � � � �����' ����� �, _ ` �+ �.���0 ��W ���� _� � � ����� 4) �' - � ° -°o G�1'-O' � � i1'�Cj M c�'� . � � � � 23'-G' 21'-�' 24'-O" � o W �� �,r4. � U � � � a , , o � � � �. w . � � ° � � , s, Q °o STFP � � Go�'-�'] Ut�'-� �/a�7 � - - - - - - - - - - - - - - - - - - - - - - - - - i - I � � , - - - - - - - - - - - - - - - - - - - - - - - � � � r [110'-O'] (101'-G� I I FOUt�ATION NOTES: � � � � L FLOOR �LEVATIONS SHOI�N ARE AT TOP OF SLAB OR TOP OF PLY- � WALL I � GONPAGTED CRAI�.SPACE � I I WOOD ROOR SF�ATFNG. `�T� i � � 6AGKFLL EL = 10�'-O' I I 2 ( ) 1�IGATES TOP OF FOOTNC ELEVATION. � s s�� I I �. L ] �ca-rES Top oF w� �VA-rioN. ` �i ' � � I i i 4. DATUM ELEVATION 100'-O' EQLAVALENT TO ACTUAL ELEVATION 8�5G'-O' l n ' " � � 5. FOOTNG �VATIONS SHOWJ ARE MAXMLIMS At� MAY NEED TO � , � I I 5PA i i � LOL.�REDAPP 02 VED SBY TR.�P..NmG.1�EE2 ALL ELEVATION CHANGES . I � 5 ( WALL STEP G � I G- �i002 SHA� SHALL 0E 4' NORMAL I�JG�1T CONGRE7E SLAB ON O � � 7 4' GRAVEL BASE. REII�. W/ G X G W2.0 X W2.0 W.1..L�. � S1 I FTG. Wl�-�'5 � 51 � I � St 7. ALl_ G2AWLSPACE BEAfLMG WALLS SNALL HAVE ONE LAYER OF � O , I EAGH WAY v}� SNE-A'T1�NG UhLESS OTHERWISE NOTED. � 1 O • � � , v . � � - - � ' I 8. SP2EAD FOOTNGS SF�ALL BE 2-O' W�E UNLESS NO'fC� OTHERWSE. � � � � 9. NST�� (4}-�5 VERTIGAL AT ALl_ WALL STEPS HC-�ER THAN � +--► ( � t—� I _ _ _ �-0' �LACE FROM TOP TO BOTTOM � WALL AT HGH SIDE � r- I �� � I � 9 - �_I_.� � � �Q - - I- - � � si I' � , - � � corPac-r'EV c2p.w�sr I I � �t � � � WALL STEP BAGCF��L EL = 9�-G' �, � I � 5� I ' S� � � � I i � �(1 0 ° I I - - - - - - - - - - - - ��'-4� - - - - - - - - - - J L - - - - - - - - �i13_-3 �/4'] - - - - - - - /- - - \ U � t � � �� r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I � � � � � [t00'-O'] (94'-47 \ ( I / � � N O � I 4' SLAB-ON-GRP�E 45'-O' 4�-�� I '� / �i- , � � WALL STEP b g� �JJ � X G W2.0 X WZO W.W.F � � � . ON 4' GRAVEL �ASE � � � v .. . g� I Sl ' � t'� a� ` � FOOTNG STEP � f - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WALL � I FOOTNG S1 � � I • - - --� � STEP I � STEP R I � � • I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � [toe'-a �/4'] " � � I 94'-G' � �- - - - - - - - - - - - - - - - - - - - - - - - - - - - o � 1 � , � I FLOOK - - - - - - - - - - - - - - - - - - - - - - - - - - - , � �. S�P 1 � � . o �� i �p 5T�� r (9q-4� � 1 r �- � O � I �� S1 - - - S-� - - - - - � � � � u I I ' ' ' � I I � � � � � � � � � � � ' I � � �. 4' SLAB-ON-GRADE O , �; 2 I � W/ ON 4' c,�RavE�L e��A.SE� 1 I � � I S� . � s� � � i i • � � �' � 4'-G' X4'-G' X12' � � � � I � I 4 I ��c.H WwAY� I I 3 I I � � - I � � W� s-rr� S� I I � I I � WP,t..� s-r� � �r ' ' yr �-�e) � ' :� i — — — I �Q��I I �Q I � I � � � � t �' I � I I 4 s�-ON-�� � , I - - - - - - - - -, cV � � x� W/ �o X G W2.0 X W2.0 W.WF. I � �te�n► • u � _ , - - - - - - L— O i i ON 4' GRAVEL BASE � , �����`�� f, ����� � - - - - - - - I � � I I ,�� I a�� oo�a e�e�0,��I � I I � � �G O ;��,`�����'srEkEOm;�%po.,,'�: , � � — — — n �v'* � � � � ► `` F - t � � � � ` � � � I ' co�� St � �� -,�X� -- � 1 N ° ; �,� � � : �9 � �,. ' • ', � � I 1� � � 1 I � , °o �.�':oo�: � � � 3 "I I � ••�ONA4�:°� @���� � � � e��a�• OQ�`� . � I I� n I '�.;;OF �OL..�. , �� �� � WP�Ll. � �� S1 � � 100'-O' I i ���u�m�►�t'� a� � � S� � �" I I � . ° � � �� I I � 1 � i I � �� � I � i�'-z �/4' � � I I � � `� . � � � 9a—�r � � �"� �� DATE: 4-10—q2 z � � � � � �o � � . . . I I � � st I � ' s� � � � � wAt� ti.wt_t_ � � s� .� I I �oo.�G � 1 • . . � I q4'-o' STr� ST� I i r-�OO2 S� � 1 � � (qo'-�� [q4'-a"J �- - - - - - - - - � �--�- - - - - - - «��- - - - - - - - - - - - - -� 1 I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I � , - - - - (a4'-�7 - - - - ��a=4'] - - - - - - - - - - - - - - - - - r - - - - - - - - - � - - - - - - - - ��oo'-o�] - - - - - - - - - - - - - - - � � ,' � I 1 � . ' 2 STEP STEP � � STEP I S�T'fPU 14 STFP , S1 S] � 12' TYP. `�1 � � . _ I � � '('�. � I O� , �°' � / N / 7'-0' �'-5 1/2" q'-�' 1'-f q�_3. P-2 1/2' � � . � f� � . ��-� , , , AS�M�1`I ��V�l� ANI� � . , � T . _ - , , I - - - -- _ , �OUNI�ATION �'�AN - � - - - - — sc,at� ��4� = r-o' tr'-o' ��. �`� � � ' • �x � � �� . ' � � '�.J�f;�y' 1� �} t~ ��1"�; � 1�.�.. " - � . � 2 A �'�-�`� ,, � S z� �• 6Y. .. .... .... ...... .�... .......ti.�.r . �,t�,,,,,,,, . , ._ ___ � . � , f � . � � �O CC�i�0 f� � a���� .,r � ��,, o����� . r-�oo2 �A-r� � � � ° �O� �-j ''' p'��� F -� °� � sn� wp,� - G� � � , . � � � s�� w � U i � �1 � o � � w o � � � s� �� � � �. ' , FLOOR JOISTS • � RE PLP�N ° FRPJ"�JG NOTES: ` ' L RL.!_ GOLLIP'AlS SHALL BE (�}-2 X 6 1.l,L,ESS OTl-�2WSE NOTED. � 2. ALL 6FAMS AT1� I�EADERS NOT OT�RWSE LABELED SHAU_ BE (�}-2 X 10. } ���-6� �. ALL $EAM TO GOLUMN GOMIEGTIDNS 80TH TOP A1� BOTTOM SNAl-1- ' �" USE WPSON TYPE PLATE COlJ.�GTOKS. UNLESS OT�_RL,9SE NOTED �- S�GTION 1 G��nJT1ZAa�'TOR S�WLL�BE�APPRO�V�..SD� BY��ENGIPEER �NNSTALLATION. ` �/4' = P-O 4. PROVDE ST'PSON HJTF 6EAM HANG�AS 6.aERE BEAMS FRAI`1E TO ' 10' TJ/25 POlJN7AT10N WALLS. BEAM POCKETS A2E GON77�P►CT02'S OPT10N 'n ° e • 1G' O.G � At� ARE REQL�ED TO BE � 1/� DEEf'. \1 I 5. T.Jjj� I•YACAT�S NTERIOR LOAD BEARNG STIJD WALL. ' � G. Q I�IGATES COl1�QJ D04.M ON..Y L�LESS OTFERWSE NOT�D. � � 7. � 1•bJCP.TES �aLUNN U' Al•n DOL.N UhLESS IT SITS ON GONGRETE WALL.. , " L!' 1a' (5}-2 X 4 COLUMJ �1' BEAM POGKET 8. ALL I�ADERS LARGt'R TNAN 6'-O' SFIALL REQl�2E 2 TRM STLbS 0 „ � T� O . FLOOR SFERTFNG O N.. �N- l�' AN7 DOWJ �l'�-Y A N D 2 K N G S T L b S �+G H S I D E. � ' _ LP I 9. ALL E�CTERIOR S71bS SHALL BE 2 X � � 24' IALESS OTHERWSE NOT�D. � + 5?UD WALL , u OhLY — — — — — — — � � • — — — — — — — — — — — — — — — — — � 10. ALI. FRANWG FLUSH PRANIE.D L�LESS OTHERL.dSE NOTED. � 2E PL,AN '; I — — — — — — — — (4}-l4' ML. �LUSH — — — — — 1L PLOOR SI�L'-ATF�JG 3/4' T � G At� REs G�RAL NOTES. � � . 2X4 � 16' O.C. � BEAR�IG WAl_I_ ABOVE `� � . I � S� �-L � 8 , S� I ��,�. In ,O � V ' , S7tb WAt_t_ � I � _ y � ; � � � � - § � ,� T�,� p � �, . t�' o_c. � EOO�R .N101ST I �p ' 10' TJI/25 �M Q • 1�' O.G. � � ONLY POGKET ti � • �� S1 • � ppCKET � - , — — — (3�-14' ML FL1J5H �j 109'-G' � � �, , oN..Y p I 1 � (� S G O 2 . � � � � � TI N � � ,� T�,� �. � . . � P � �Y o, � . t�� o.c. � 3/4 r-0 OI�Y • �I TA� 0 � � X II � ' �o' T.�/ N I I � � (� y • fG' O.G � �2}-10' ML. � �-I-�- . 6 � � ��0 O , • � �� �Ir 104'-G' `� � � �9� N� � S� RDOR � � x� � �LDOR S�EATHJC O�LY S� � N �V PLOOR JOISTS RE PI.AN = � XX W/ SIrP50N U HANCERS . � X (3�14 ML � � N � 109'-0' '�;t — — — — — — — — — — — — — — — TS '� X '� X 1/4 .�. �(1r j � ` �►�nne�►►� i � ' — — — — — — — — — EXT. STlm — — — ,r� OR (G�2 X � COL. � ro . �0 �'�� LJALL ABOVE I I J�OI..�N s y� �����3 0'10�e�0�•,4� � O a 31b� �nJ�� i LP O1�LY J � 10' TJ/25 ?�O�?`�r� No����"�, • 1G' O.G. � o,��' �,5Y �oW z0� I ` �� _ , -�r� ° e �J ' I � � � Tki d �'• o i , ^ JJ � � m� [��f� �q��oq� I I � � ,,,O//.m�cl r�s~'A�e\�`S�,\ ' LP ONLY � �lro' O G ���i���,�dN00�s`� I I . � � 3 � � � 0 to' T�/Zs � • t�' o.c. 12' TJ/35 � - � • 12' O.G � r I 1 •� �� � �- � � � X� DATE: 4-10-q2 � ' � � � � > Na s3 � � S��T�pN � ,8� �.�... � ��� � � � . �/4' = t-O 1 1� �Y � OhLY O1�Y 1 1'�� ,. (33-1�' ML f3}-tG' ML. , LOOKOUTS,-0' O.G. � I � � i - I EXTERIOR STIm WALL (5�2 X � COLI�'W �� � \ � 2 I W/ 51��TF�JG � � � � � PLOOK SFIEA'fl�JG � 2 x I 2 X 8 • X • i2' O.G �( • 12' O.G. I . R O O F S F�A e� 4 1<o O.G. � ��t,��' •+r rr,l, • � 4 4 ��` pNAlu '�:; 1 . �, � � � .�`���c.`��,��t �� f K6�PLAN�T , _ � o � � L JL -JL � �� : _ 5 1/8' X 16 1/2' GL - o o�- � . _ .� 2 �. - :�o°.� ��:o; 4 � � SI"PSON FL76 SIhPSON HL7G '�i9•;�s�������oe'�j��• BOLTS/EP.cH t�G eo(L7S/EACH�� ,,���!,�� C0���.P`,, PLOOR JOISTS REs PLAN W/ SIrPSON U HANGERS � ; l.._�V�l_.. U1`l� �i�A1"111`iC ��AN � z"�"E- p� sca�E v�' a r-o* `.�'PSON LSU HANCERS t��, �!Y""'1 � , F � .� 4�� �� i4�o k` ^ r S�GTION 4 � � M � t ' �/4• a r-0 1 V r Y � i V +� ��.f� ► lw. o ,� . , � � , �Y.. .��.���......................��ar��%z.�.L . ,� ,� , , �, r � �� �� � � \ ���� �� � r�Y�,_ ;�, f��� , � � � "� '�ti�� .4��..��� � � ' � � ,��� ��r�� fir� � ���• d�� r� ����� j ''A +� N _�Y � i'e y:',�, `j„ � C�O L11 CD lfl �;tl ��5�z����� ; .tN������ i� A 1_ 1�I O T�� : a� ~ ���� , , aa� ,;- ��k , =�����1 �����. . k, � � 4 � ��.��� � - ����,�� s�: - � � , .a;�� . .,.��; 1�. .s _ �RII.`I�►�.�5't1Y� _ _ _ ., �t� � . ., 7. NON-�iN�SrB.QUT� � -�' s..�.-. ��r �4,- *' iµp' ]�� � � � Q�.� �'.:,s�' ,s,,, ty�? ,-A: ��� , ROOF �. � , , . . . . . $0 PSF A. NQN-SHRINK GROUT SHALL BE PROVID�D AS FOLLOWS: •.. p,�d o c°h r°� �, � °�" � ,,,�,�V"" r ;`� �','�,;��t��� � ' - '�_ � - _ � ` 1. BETWFEN S'IF.EI.COLUMN BASES AND FOOTINGS. � _ � � . OU 4 ' -� � ' ��.�, , , �8. ` `TYPTCALFLO�R � . ° . . . . 40 PSF � . . � _ "h► . " • , ,, , . ... �4 o ca , . „� , , , : - " • . , _ . , � �� , ; �` , � , a� ' �"� C. EX I'ERIOR DECK . . . . . 100 PSF $• �lC4S}�: ' __ � � .+" V , , ° ' ' .� , ^, y� ; � fl,��° ° V�'IND -' °� ° � A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FTR,COAST �V � {' 3 ,,,i. I. BASIC WIND SPEED. . . . . 80 MPH .� REGION VISUAL.LY GRADED AS FOLI,OWS: O � ` ' , ` +' 2. FJCPOSU1tE . . . . . . C ., • , �' '-• � : � " ' f 2"THICK-4"WIDE STUD fb= 800 psi W ' ' ; � E. r °;$ARTHQUAKE. . . . . . ZONE I 2"THICK-6"&WIDER NO.2 fb= 1250 psi , '� ` � " ° ' ' ' 3"THICK-6"&WIDER N�. 1 tb= 1300 psi � ` - ' " � , H.� LtV�LOADS ARE REDUCED PER CODE IF APPLICABLE. NO't'ED ALLOWABLE STRESSES ARE MIMMUMS AND FOR NONREPETITIVE � O o � ..� �. USES PRIOR TO ALLOWABLE STRESS INCREASES. y� � ' , a�2: „ NO -5?RUC'TURAL"�1.R„�,�--,-�-�--;*-t,,,�'-,rci: x � � �, � � 8. PROVIDE 1 X 4 CRO5S BRIDGING NOT O'VER 8'ON CENTER FOR ALL WOOD � �' �A. ' , ELEMENT3 SUCH AS NON-BEARING PAkTTTIONS,ETC.ATTACHED 1'Q JOISTS AND 2X SOLID BLOCKING SBTWEEN JOISTS AT ALL SUPPORTS. �� �.,:, • ,, ANDlOR SUPPOR'i'ED BX THE STRUCTURE SHALL TAKE INTO ACCOUNT FASTEN ALL W�OD MEMBERS WTTH COMMON NAII.S ACCORDING TO THE , �' � ' r DEFi.ECTIdNS ANU OTHER STRUCTURAL MOVEMENTS. . UBC SCHEDULE UNLESS O'I'FiE��tWiSE NOTED. � _ . r, �3: -, �QUI�IDATIONS: � C. LAMINATED$EAMS J �� '-'�� ° , . 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR 7 ' � , ���•�A,4 ` ` MAXIMUM SO1L DESIGN PRESSURE . . : 2000 PSF LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH S1 ' ' � � ' . WCLIB. ALL StZE5 SHOWN ARE NET. ;,,',iY ; . � B:; , � �4NTRACTOR'�O�'OL,t.�W ALL RECOMMENDATIONS IN SOILS REPORT 2. LAMINATED MEMBER SHALL BE DETAII.ED AND FABRICATED IN ACCORD- �o' T�/25 • 1�' o.c. I(� , " �� , NO. BY INTERMOUNTAIN ENGINEERING.iNC.DATED . �� ANCE WITH TE�STANDARD SPECIFICATIONS FQR THE DESIGN AND FAB- v � , , � , ` ` RICATION OF STRUCfURAL GLUE LAMINATED TTMBER��..ATBST EDITION � , , �, C. . ALL F0�'FING BEARING ELEVATIONS SHOWN ARE ASSUMED,EXACT BEARINC� AS PUBLISHED BY AITC. � � ' ° EI.$VATI�NS SHALL BE VERIFIED IN THE FIELD WITH ACT(JAL CONDITIONS BY ' ° �- �° ��--3;�p�OVIDE UIJI'C�(."C)NFORIVI'iNG'P(�zA�'PC I 1T,22Fit8,D.Ix.�R��'ON`1'INUOUS `' �' � � � ro'�' • , ` � ��� i CONTRACTOR WITH AP'PROVAL 0�SOII.S ENGINEER AND STRUCTURAL MEMBERS AND CANTII.EVERS AND 2tFV3 F01t SIMPLE 5UPPORT MEMBERS. � � " ,_ , , ENGIIyEER AND ALL BOTTOM OF FOOTiNGS SHALL BB A MII�TIMUM OF 42" MEMBERS SHALL BE nES1GNED WTTH ZERO CAMBER WITH TOP SURFACE O < �, � , e BEr.ow�r�oR G�wE. ' . � CLEARLY STAMPED ON EACH MEMBER. ' � 1 O . . , _ V � � > , _ �D. � , ALL FUOTINGS A�RE TO$E PLaCED ON�I'RM,UNDISTURBED�MANRAL SOIL �, � PLYWOOD DECK AND/OR WAFERBOARD � . �cp���4 BoG�KET � '� . � � , , OR�ROPERLY COMPACI'ED BACKFII,L.APPRAVED BY'fHE S4ILS ENGINEER. l. PANEL THICKNESS SHALL�E AS SHaWN ON THE DRAWING. APPLICATION � � - ' , BACK�TLL SHALI.BE COMPACTED TO 9596(MIr1IMUM)STANDARD PROC'I'OR $HALL BE IN ACCORDANCE WITH RECOMMENDATTONS O�THE AMERICAN 2 X 4 � t�' ��• � O.G 6ftG. WALL � Q ' ' " � � DEIVSITY i,JI�JLES5 OTH�RWiSE RECOMMENDED IN THE SOILS REPORT.IF SOFI' PLYWOOD ASSOCIATION. (2�2 X �2 ' , = ' , SP4TS AR�ENC4Lf�1TERED REMOVE 50II.AND RECOMPACT WITH APPROVE�D 2. EACH PANEL SHALL BE IDEN'I'�1ED WFfH THE GRADE•TRADEMI�RK OF � ` - -` � ' � � � FTL�.. (RE: SOIL REPORT FOR DESCRIP'ITON O�BEARING SOIL.) ?HE AMERICAN PLYWOOD ASSOCIATION AND 5HAI.L N�ET TT�REQUIREMENTS , y � � . � ,;' � OF U.S.PRODUCTS STANDARD PSI�LATEST EDI'TION FOR�'T..YWOOD.ALL S' .�,:E. � DO NOT P�.ACE BACKFII.L,AGAIN5T BASEMENT WALLS UNTIL BASEMENT '� PANEI..S WH1CH HAVE ANY EDGE OR SURFACE PBRMANENTLY E)�POSED TO � ' � � ` ° �'L.00R AND FIRS1"FLOOR,ARE IN PLACE. ' '�HE WEATHEI�SHALL BE OF THE EXTERIOR TYPE. � rn O ,� , V I ," ' � � ` ` ' 3. FOR FLOORING USE 3/4"T&G STURD-I-FI.00R SHEATHING NAILED AT 4"O.C. ° . � F. ' CENTER ALL FOO�'INGS UNDER WALLS�COLUMNB OR GRID ALONG PANEL EDGES AND AT 10"ALONG INTERMEDIATE SUP�RTS. � - � i t � � , LINF.S UNLES5 O'THERWISE NOTEII ON PLANS. 4. FOR ROOF USE 5/8"(48/1A SPAN RATING)F.74'OSURE I SHEATHING NAII.ED AT 6" � . � • r-, . � `' �' �`� r� ' ' � O.C.ALONG PANEL EDGES AND AT 12"ALONG INfTERMEDIATE SUPPORTS. � � ` 4� : ����ETE� t S. EXTERIOR WALLS SHALL HAVE ONELAYER OF 1rZ"EXPOSURE I SHEATHING � O ' , � - � ' ° � NAiLED AT 6"0.�,ALONG PANEL EDGES. " � � { A,,� .� i4LL CAST IN=PLACE CONCRETE SHALL SE MADE WITH.T�P�I PORTLAND 5. DIAPHRAGM SHEATHING SH.AI.L BE THE?HICKN�.SS SHOWN ON PiANS to' T.�/25 • 16' o.c. to" T.n/2s • t�' o.c. � ` 1 �,'�,.:,,�;R`;",`�.:�,��`�4�h z,��33'�Tx j4�ifaREC��c,i r,A�'�",'�*��l�.i..T?EV�,i.Ar_�E)Ob�g����35i�+c' . J � WTTH THE�ACE GRAIN P ENDIC WTTH END JbINTS V � ERP ULAR T4 $UPPORT'S ''^``•'``�",�'�=' �`�`S`T1tEN�TF�TN l�✓DAY5.°`IF CONCRBTE SUPPLIER PROPOSES USE OF FLYASH HE � STAGGERED. � � '�,r<„�.yt�x� � r't=a°� �" r ' . ' � SHALL PROVIDE OWNER WITH LETTER IND7CATING COST REDUC'TION 7. INSTAL.i.StT�TABLE EDGE SUPPORT BY USE OF PLYCLIPS.TONGUE AND � (4}-2 X 4 couJrN � `'''�'`�"��'� � ATTTMEOI�BID, • `Y,�, r r y�.', � GROOVE PANELS OR SOLID WOOD BLOCKING BE:TWEEN SUPPpRTS. � � � 2 X 4 • t�e O.G. BF_ARMG WALL ('��tp' M,L, � � � _ �` ,.r;�r�. .B. ' THE MODULES OF ELA5TICITY OF ALL CONCRETE SHALL FXCEED Wcl•5 33 fc � E. PREFABRICATED WOOD MEMBERS 5HALL BE THE'IYPE NdTED ON THE DRAWINGS ° �` ; � ' (OR 57�OOQ fC I�tORMAL WFIGHT CONCRETE). A,ND SHALL BE"TRUS-JOIST"AS MANU�ACTURED BY TRUS-JOIST COMPANY. � -'' �;;,�``a , _ � � • ��" � � � ALTERNATES SHALL HE REVIEWED BY THE ENGINEER. � �- � �� . � C. C'ONTRAG'TOR MAY P'OUR SLABS-0N-GRADE CONTINUOUS AND TROWELCUT JOINTS. - ` ` . JOINTS SHALL BE SPACED 10 F�ET AND C[TT 1"DEEP X 1/8"WIDE WTTHIN - F. PROVIDE BRIDGIN(3 PER MANUFAC'TURER'S RECOMMENDATTONS UNLFSS OTHERV1tISE� § �� l�3-2 x 4 Go�Ur�! � � { � �� • 0 � `-• ' 12�HO�JRS AFTEtt POURING. CARRY ALL SLAB REINFbRCEMENT THROUGH JOINT. NOTED ON STRUCTURAL DRAWINGS,WC10D TRUSSES SHALL BE DESIGNED TO FULFILL 1�' ';-�V25 �- io' T�/25 � 1�' oc.. �r � ' ; t ' S'IRESS REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS.�5HOP DRAWINGS • 16 �•�` x �-- � ,. D, SLAB$,TOPPING,FOO'I'INGS,BEAMS AND WALLS SHALL NOT HAVE JOINTS IN SHALL INCLUDE CALCUI.A'TTONS AND BEAR THE STAMP OF A REGISTERID ENGINEER. N �. , �A�HORIZONTALPT.ANE� ANY SfOP IN CONCRETE WORI�MUST BE MADE AT THIItD � � � , ,� . � , ' POINT OF S�AN WITH VERTICAL BULKHEADS�iIVD HOWZONTAL 5HEAR KEYS G. MICRO-LAM MEMBBRS SHALL BE AS MANUFACTURED BY TRUS-JOIST COMPANY OR � o1�Y �Y ONLY GOLiJM�l4 O � �� sa • ; , ,{ ` UNI,ESS OTHERWISE SNOWN. ALL CONSTRUCTIO�JOINTS SHALL BE AS APPROVED EQUAI,F6=2800 PSI. � �'"�' , ° DETA�.ED OR AS REVIEWED BY THE ENGINEER. � A � 9. � '�� - - - - - - �5�10' ML. - - - - ., �.,'� ° - ,` � " ' ' E: �', � ',AL�,CONCRE'f�WORK AND REINFORCEMENT DETAILING SHALL BE IIV C - - - - - - �� � - - - '� : 3,, : ° � ACCORISANCE W�TH ACI BUII.DING CODE 318-$3.UNLESS NOTED OTHERWISB A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. � ;'� �,' � ', A1.L FJ{PQS$D EDC3E5 OF CONCRETE WORK SHALL HAVE l/Z INCH CHAIVIFER. ` j ' - � USE S�'r�NDARD HOOKS ON DOWFLS UNLE53 O�I'HERWISE NOTED. " "` B. VERIFY ALL OPENII�IGS'1'HROUGH FLOORS,ROOF AND WALLS WITH MECHANICAL AND 2��� � o•c- I I �'�2 X 10 I ' y,`���t►0���,,,��� ° � '' ' �� ' � ' ELECTRICAL CONT'RA�.'1'ORS.VERIFICATION OF LOCATIONS,SIZES,LITVTEEI.S,AND ` J �` � ��. . ' B�I�F�ME�T= .'`,, � REQUIRED CONNECTIONS ARE CONTRACT'OR'S COMPLE'�'E RESPONSIBILITY. ��• �010 e b e s C� � � ,��.0��`��,��m�ro,@a� : � � -��`"l�: ALL FtEINFORCING SHALL BE HIGH-STRENGTN DEFORMED BARS CONFORMING TO C. PRQVIDE AL�.EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL� : Oo,�� ww�; ' � •� �,.,� - ` ' ` � ASTM GRADE 615��iRADE 60 EXCEPT TiE5,S'I'IRRUPS AND PLATE ANCHOR5 WHICH MECHAIVICAL,ELECTRICAL,AND STRUCTURAL DRAWINGS. MISCELLANEOUS � ;� 'Ty� G � ��• � n'N � - J � , SHALi..B�DEF'ORMED BARS,ASTM DFStGNATION A615,GRADE 40. � EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURriISHED BY STEEL SUPPLIEIt � � ry �:y � - ,4 `� AND INSTALLED BY CONCRET'E CONTRACTOR. STEEL SHALL FULFII.L ASTM A36. (4�2 x 6 _ ° ' "t 'B, 'WELD�D WTRE FABRIC SHALL CONF�RM TO ASTM A185 AND SNALL BB LAPPED coL�l _��o . F,�'� � ' 3 ONE FULL I�E$H AT SIDE AND END SPLICES AND WIRED TOGETI�t. D. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD F.XPOSED'PO TI� � °•:3.�S�����''�` �` u.�- �,, a* ► ' - �' EARTH. ' •,v aidNOO .*•" „i �,;r �' , . � �4���rir�►o��` PQLYPROPYLENE FIBER REINFORCING SHALL HAVE FIBER LL•NGTH COOR.DIN- �!"°��III/ •�`'pONAIU '�'•, � , ,',,, W A GREGATE IZE AS PER MA1+IUFACTURER'S RECOMMENDATiONS. ` E WA'TERPR�OFING.VAPOR BARRI�RS,WA'T�RSTO�',E'PC.,SHA,Y.1.BE AS SHOWN � w�`l���y,�G`s�� p��;, : ` AMUUNT OF FIBEI�S SHALL BE A MINIMUM OF 1.5 LBS/YRD 3 OF CONCRETE OR ON TF�ARCHITECTURAL DRAWINGS AND AS INI3ICATED IN THE SPECIFICATIONS. �� f , . � A { �" 'T�iE AMOUN1`R�CQMMENDED BY TFiE MANUFACTURER VYHICIi EVER IS GREATER. " ��� � ta DATE' 4-�0-q2 4� �' � ` ' " � ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAIIVST FIEI.D ^ tl � a ry w ' g' �' , D. REYNFORCEMENT PRE?TI:CfION: . ARCHITECTURAL DRAWINGS. p o � �,` � i. c o r r c�r t�v�n A C��x s T��r x 3» t Q ��4 9� � 0 "io °r°o`SS/ C�Gu.'�`/�,� . n ' 2. CdN�RETE PpiJRED IN FORMS(E}CPOSED TO WEATHER OR EAR'TH� 2" •,���F��o o a�a�`��`��� � t � r 3. C O L U M N S A N D B�A M S{T I E�A R S) � 1-1/2" '�. OF CO�o.�` . � ` 4� SLA$S AND WALLS, (NOT EXPO5F.D TU WEATTE�R) 3/4" ���������u����`� = ' E. � NO SPLICES.OF I�CINFORCEMLNT SHAI.L B�MADB EXCEPT AS DETAILED OR - ' -� ' AU'TFiORIZED BY T�-tE STRUCTUR,AL ENGINEF.R.LAP SPLICFSrWHERE PERMITTED, FRAt�JG NoTES: ' �, � • SHALI.�BE A�MI1�1IMtJ�vt OF 3b BAR DIAMET'ERS UNLESS OTHERWISE NOTED. MAKE L AL1_ GOLUMJS SHALL BE (��2 X G UPL.ESS OTHERI.�.dSE NOTED. � ' � �iAI.L II�ARS C�ONTINUCJUS AROUND CORNERS. � °� ' -W�OAR��TLJD WALL 2. ALL �EAMS AN� FEADERS NOT OTNERI�.6SE LABELED SHALL BE (3�2 X 10. { � , � F. PLACH TWO�S�PER 8"�HICKNESS)WITH 2'-0 P'ROJECTION AROUND ALL 2 X O E C K N G �. A L L B E A M T O G O L U f"9 J G O N h E G T 1 0 N S B O T H T d' A T� B O T T O M, S H A L L �T �� ` . ' _ OPEIVI2VGS IN CONCRETE WALLS�SLABS,AND BEAMS.AL50 PROVIDE TWO ON SL.�EPERS USE SWPSON TYPE 3'LATE GOhAIEGTORS. Ut�LESS oTHERWISE NoTED OR SHOWd OTHERWSE ON DETALS. PROPOSE� SUBTITUTIONS BY f ; � #5 X 4'-0 AIAGONALLY AT EACH CORNER. ��4• ��.�G wooK SFiE.P.'t"E$JG GONT2AGTOR SHALL BE APPROVED 0Y ENC�R P210R TO BJSTAL.LATION. � � . , GC � CONTINUQU5 TOP ANIy$OTTOM BARS IN WALLS AND BEAM5$HALL BB ��T� ' �LOOR JOIST 4. PROV�E Sh'PSON HJ7� BEAM HANC�RS 4.WERE �EAMS FRAME TO _ - . ;� �; , �? � , , SPL.ICED AS FOLLdWS: TOP BARS AT NIIDSPAN,BOT'TUM BARS OVER SUPFORTS. RE: PI-AN FOUN7ATION WALLS. B�.AM POCKETS ARE CoNTRAGToR'S aPT1oN ( . , , � AI� ARE REQIAZ�D TO BE � 1/2 D�P. ` ` � � � ��~ -- � - ' " '-,#i� �-' ,PROVIDE ALL ACCFSSOI�IES NECFSSARY fi0 SUPPOIrT REINI�RCINQ AT P'OSl- 5. � W�ICAT�S NTERIOR LOA3� OEARNG STLb WALL .�w � �,``, '�� �-.�y ; ' 'TtONS SF�WN ON TH�PLANS. ALL REINFORCEMENT TO BB HEt,�SECURELY �, p Naca.TES Gott�l DoWN ot,l..Y u�.ESS oT�WSE No�. ; , A� � : IN PROPER POSITI4N IN ACCORDANCE WTTH ACI 318-77. , , - �,� , , . ; ` , �. ■ r�vicA-res cai.�.ww up a� flowN ur�.�ss rr srrs oN cot�tca�� wAU.. • �.- ;��� ��Ur�,rtix��:�:� , , e. A� ��s �c�z -rFwr� e�-o� sFwu. �civa� 2 -rwH sn�vs ,;� ,; , , . ' ` �rn z x� sn�s �,cN s�. , -��i`�,iA;. � ; ALL STR�TCTURA'L S1EFL SHpLL CONFORM TO ASTM SPECIFTCATIONS A36�CCEPT 9. ALL �JCTERI02 STl�7S SHALL 0E 2 X 6 � 24' L91.�SS o?HERWSE NoT'ED. ' ,�"�'�`� - �' �'�'IPE+�C)LiTMNS WHICH SHALL CONFOIZM TQ ASTI�i A53 AND TUBE COLU�vINS Tds ip, At..t_ FRAMtJG FWSH PRAt�ED LA�SS oTHERWSE NOTEO. -� ���;�°• ' :`''� h-+ - ASTlvf AS00,GRA6DE 8,LATEST EDITIONS. ANCHOR$4I.TS SHALL BE�07 STEII.AND "" �,�' � �� MISCFLL�I�I�AUS EMBEUDED�I'IEM5 Sf�AL,L BE A3�STEEL. M.L. BEAMS 2 X e W/ SLOPF.D TOP tt FLOOR SF�EATI-NC' �/4' T � G At� RE: GE1�RA1- NOTES. ,-�,�`� . f ' . . , • 2E: PLAN " > , ,- '8,; , STRUCTURA'L STEQ�SHA�.L.BE DETAII.ED AND FABRICATFD IN ACCORDANCE SOrPSON 1l HANGERS_ ; -� -i ' WITH LATESI"PRC?VISIONS OF AISC"MANUAI..OF S'1'EEL CONSTRUCTION." � . . � - k� -� � , . S�GTION � ��V��- TWO ��AI"11N� �'�AN ; , ,�,_ ;� , M �� . , C� ,.�, �JNLFSS OTHERWISB NOZED,USE STA�TDARD FRAME B�4M ST-�EAR CONNECT`iON9"' __ _ _ _ _ ._,.....�,_ > ,� - �-, , WTTH S'I"EE.L BUL'I'S OR W�..DED�QUIYALENT. SEL.ECF CONNECTTON AT EACH � ��qr : p-0 ScA�E 1/4' = P-O' _ , � 'r" - ", ,;r , SPl.I�E TO SU�'PO�T 6096 THE TOTAL UNIfiORM LOAD CAPACTTY FOR EACH GIVENg - �, ; . ` »�!` } ` ; ' R BEAM AIVD SPAN. _ - . - �"�-'� � i�"1 ` � �� �a '� . �> �� � °,'�"`;,�'� SD`. :; MINI�v1UM WELDS TO BE AISC AND/OR AWS BUT NOT LES5 THAN 3/16"CONTINUOU5 � � . y'� � � ��`lLLET LTNLESS OTHERWISE NO'I`ED. " '""" " ' j "� "'"" � t� ! � , - � ,:. .�.� � :�,� ,• > > . s . � ' 1 �' �(� 1� �.,�' �`- � ,�� � �.. `�'� } �' �: � AI.I:WELI�ER5 SHALL HAVE EVIDENCE OF PASSING Tf�AMERICAN WELDING . � - y ' ' SOCIE"fY STANDARD QLTALIFICATIONS TE5T5 AS DETAILED IN AWS D1.1. 5��Z-�L .. .,�r , , , , , , , ' �Y �._.���.............�...oar�..._....._.�...... � � . . . � `� � � �O�m� V M � a � � W�� ` � � pq���{a , � v � a .�� � , � •� a�(,�jw � 3/4' PLYWOOD GUSSET ROOF SHEATF�JG � i � a �'' e • � �d , � � ' 17'-2' �'-4" 10'-G' tY-O' � � . D f I � O � . � � I W � , � ' � , o � � � cow�� � � � 200F Ff�AM1N� NOTES: ,, BLOGKNG �}2 X � ��2 X � L ROOF S�ATFNG 5/8' (48/24 SPAN 2ATNGJ. STAGG�R PANEL EI� ' � EDGES At� 12'�SMAXlMIJM OTHER SU'P02"fS��M ALL 6L1J-- OEAM K� PLAN ' L.1f L AT TOP (AOD 2 X 10 � 2'-D' O.G. 2 X 10 • Z' 2 26 A241'l�GT FOR ROOF SLOPES iW� BEARDdG 1�1GHTS• � T,O���S�IOWd ON PLAW LOOKOUTS LOOKOUTS � �. ALL }�,D��S (�3-2 X 10 lJN_ESS NOTED OTHERL.9SE. �_ 18' ML. N � 4. qLL FE,AD�ERS LONG�ER THAN �'-D' SHALL REQURE 2 TRM STL�S � ` .� � •� 18� T`A��S � 5. ALL. .]OIST�HANG�RS S1rPSON U TYPE Ut�ESS NOTED OTHERWSE. � ��GTION 1 . . 2.� o.�. p r �/4' = t-O i9 � 2�5�.� X G. ALL BEAM TO GOLUNW GOMEGTIONS. BOTH TOP Al� 60'fTOM. f f � .4 ' USE SY`�PSON PLP.TE CO?�BJEGTORS l�1LESS NOTED OTI�ERWSE ON DETALS ,., � 0 7. ROO� SLOPE = 4 : 12 � � t � 0 . � o ON U HANGERS � SWPS ' , � � � BLOGKN ` ' LOOKOUTS � � p� wl' , � � � r�..� , _ I c43-a x � cowr� � � P 0 cau�t 6 � � In S 0 V , : � -� l�r2 x e 4��2 x e r o �, � � � N ^ 4`1 � 2X10 • 2'-O' O.G. 2X1O • 2'-O' O.G. � � � .1. 18 TJ/55 LOOKOUTS LOOKOUTS O X :1 s 2'-0' O.G. �. � td' ML.. S �. � , � � � , � N I � ; EXTERIOR STUD FLOOR `n � �' ?..A/55 ,� °0 . . wat_� w/ .�ois-r 2E: �w �y . r-o' o.c. > � SHEATF�NG � n ' - - ML. 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