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West Day Subdivision Lot 3 Tunnel (5)
© 2004 42140 ARC:i,TECTURE, INC. GRID `�' E. RAI\D.A.L I ,>ICr-�; SON EQ. EQ. •�_� CAST-IN-PLACE CONC. 4 WALL, RE: STRUCTURAL DWGS. ALIGN STUD FRAMING ADJACENT RESIDENTIAL W/ EDGE OF CONC. I I CONSTRUCTION UNDER FLTURE RESIDENTIAL�� Q OPENING SEPARATE PACKAGE ! = I Ii CONSTRUCTION UNDER -: SEPERATE PACKAGE I I UNIT GARAGE �` UNIT GARAGE RE: FLOOR PLANS FOR I_ WALL TYPES - -_ 3HR FIRESTOP EI SEALANT BOTH --2 HR SHAFT CLOSURE, SIDES, (TYP.) AN - GARAGE DOOR DEMISING WALL I I I I �c p� RE. WALL TYPES PTD. 1x4 WOOD TRIM (PT 14) TRACK ABOVE RE: FLOOR PLAN - FUTURE TRIM ! I FOR WALL TYPES I I BATT INSULATION O DOOR AND FRAME, RE: DOOR SCHEDULE I II > l C-4 PRECAST CONC. I I 1/2-0 EXP. BOLTS ((TYP.) c I COLUMN, I { l ( J Q v BOTH SIDES), 1 1 /2 IIR SHAF 7 TYP. UNIT ENTRY I RE: STRUCTURAL I I (PT-1) CLOSURE DETAIL DOOR HEAD DETAIL ; DWGS' f i mow/ v a a ® SCALE: 1 1/2" = 1 '-o" SCALE: 1 1/2" = 1'-0" GARAGE DOOR f JAMB, (TYP.) N UNEQUAL LEG PTD. STL G R I D CONT. SEALANT, — —" II IG a 1/2 ISOLATION JON �' !■��1 w ', i (TYP.) BETWEEN CURB II' ANGLE5IZED AS P,EQ D, x It (PT-12) I & COLUMNS, (TYP.# I FUTURE RESIDENTIAL U PTD 1x4 WOOD A 4 CONSTRUCTION a 4 TRIM, (PT-14)(TYP.) ; a I UNDER SEPERATE 0 PACKAGE i-- --�- rte: . : - ,. max_ �—.. N PTD. C8X2 3/4" STL. CHANNEL, i i.____-- ____-_� Fl-i-'URE WOOD TRIM i L----------- (PT-12) - ' kl I I ALIGN i TYPICAL SINGLE PIPE ` w. .x —, r— —�:. ,_...:y. '� — — — - Y2 O PROTECTION DETAIL — = :r — _ -- _ — — — — — 2 SCALE: 3" — 1 -0" E l nr:, ` 1 d PTD 1x4 WOO V�J�:�. u� 6.. ° TRIM PT-14 TYP. �S ( ) ) o - _ DOOR FRAME, 4 RU (FLOOR PLANS PTO 1 x WOOD {� UWNER/DEYLrL OF�R G I - RE: DOOR SCHEDULE ` -- a FOR WALL TYPES FRAME, (PT-1 )(TYP.) VAIL RESORTS )2" �/2" CONC. CURB BELOW SHC-1/FE Q j F �� a ® RE: FLOOR PLANS WITH ADJ. DEVELOPMENT ;I QO ; FOR WALL TYPES STANDPIPE I COMPANY �I e < PTD. 1 x4 WOOD TRIM (PT-14) ! Q.S AVON,COLORADO 3HR Fi ESTOP SEALANT I "CHUECT OF RECORD I D BOTH SIDES, (TYP.) ' a RE: F'_OOR PLANS FOR WALL TYPES GARAGE DEMISING WALL 11 qA CAST-IN-PLACE @ GARAGE ENTRY W SHC � CONC. WALL, � " " uamrer,cob-ado RE: STRUCTURAL DWGS. SCALE: 1 1/2 = l'-O' ij TYP . UNIT ENTRY MASS PLtiti�� DESIG:ti ARCHT173[•i' I jD DOOR JAMB DETAIL GROD GRID HARTIHOWERTO�.N SCALE: 1 1/z" = i'-o" WY"' R` 318" PTD. STL. PLATE WELDED TO CHANNEL END EQ. EQ. srxvczvaavct*�rrx II (PT—1 2) MONROE do NEWEU ENGINE W,WC AVON,COLORADO MSCfL�.1 ENGL�,DK I I I I I { AVON,COLORADO i I I I I Ili CrfM ENGINEER �I coNGRETE CURB gE�_ou��, ! I I I I ALPINE -,�ER, J f�RE: WALL TYPES I I UNIT GARAGE I UNIT GARAGE U N IT GARAG E I jj PTD. C12X3X30 STL. CHANNEL WITH MITERED I I I I PROTECT NUMBER: 20900.W 'I CORNERS, 1/2" ISOLATION JOINT I I (PT-12) I I I BETWEEN CURB ( I I I T MULTIPLE PIPE I I COLUMNS, {TYP.) I I GARAGE DOOR f i ISSUE REVISION DATE i ��~J = DEMISING WALL I TYPICAL MULTI TRACK ABOVE I t RE: FLOOR PLAN I 04 CONST Doc 9 PROTECTION DETAIL colvT. SEALAl�T, (TYP.) I I I GARAGE DOOR CONT. SEALANT, (TYP.) i FOR WALL TYPES I I li SCALE: 3" = i'-0" c I I TRACK ABOVE I I ' I I FOR PERMIT 0?.23.04 � I �i it I PRECAST CONC. 05 CONST DOC 08.13.04 c I � � - ! I I COLUMN, RIn. I PRECAST CONC. i I II TUNNEL REV. 09.10.04 ! STRUCTURAL I DWGS. COLUMN, C RE: STRUCTURAL I I 1 5B FINAL COQ . f DWGS. I I 'VST 0103 05 I I I 16 ADDENDUM 5 05.16.05 I! WIRE MESH PARTITION AND STRUCTURE. I PRECAST CONC. I GARAGE DOOR I GARAGE DOOR I JAM B, (TYP.) a JAMB, (TYP. q I I RE; PLAN AND ELEVATION RE. STRUCTURAE. DWGS. ) II ' II I . G R'D — — — ''- a— — G R 1 D r _ Q— /2" ISOLATION JO�N��T -� BETWEEN CURB ALIGN FACE OF WALL I CONC. CURB BELOW { & COLUMNS. (TYP. I I i I RE: FLOOR PLANS 4 G RID w/ CHAMFERED FOR WALL TYPES CONT. SEALANT, PTD 1x4 WOOD CORNER, (TYP.) , lle� (TYP.) a Q � a' k TRIM, (TYP.) � -`�► s : GARAGE WALL, w w � RE: FLOOR PLANS '� -� GARAGE~ WALL �� a� FOR WALT. TYPES RE: FLOOR PLANS ,, g FOR WALL TYPES Q PTD 1 x WOOD y" PTD 1 x4 WOOD DEMISING WALL 1/2"PLAN SECTION @ FRAME, (PT-14)(7)P._' TRIM, (PT--14)( P.) RE: FLOOR PLANS PTD 1 x4 WOOD l TOP 0 F PARTITION FOR WALL TYPES TRIM, (PT-14)(TYP.) ENLARGED CONC. CURB BELOW PTD 1 x WOOD RE: FLOOR PLANS FRAME, (PT-o14)(TYP.)Q DETAILS FOR WALL TYPES A TUNNEL TYP. HOA STORAGE GARAGE DEMISING WALL GARAGE DEMISING WALL GARAGE DEMISING WALL PARTITION DETAIL @ CONCRETE COLUMN @ GARAGE ENTRY CORNER 1 @ GARAGE ENTRY !' SCALE: 3" = 1'--0" SCALE: 1 111/2" = 1 '-0" SCALE: 1 1/2" = 1 '-0" SCALE: 1 1/2" - 1'-0" . �_T A I © 2004 42140 ARCHITECTURE, INC. CAP STONE FULLY GROUTED, ! F. aMID A L WATERPROOFING RE: LANDSCAPE DWGS. i j PINSriN , CONTINUOUS CAP FLASHING, P f RE: WATERPROOFING DTLS. SLOPE TO GRAIN RE: WATERPROOFING DTLS. : 112°, (nP-) 3-5 STONE VENEER WITH EPDXY SET DOWEL 1» GROUT SPACE (TYP.) / / TO SECURE CAP STONE IL CONTINUOUS SEALANT �-.-•. � ��` � AND BACKER ROD WITH COMPRESSIBLE PAD --... .:. . -: CAP STONE FULLY GROUTED, HARDSCAPE, RE: LANDSCAPE DWGS. RE: LANDSCAPE DWGS. RE: LANDSCAPE DWGS. CONTINUOUS CAP FLASHING, SNOWMELT SYSTEM, -- - II RE: WATERPROOFING DTLS. RE: CIVIL DWGS. I ° GALV. METAL GRATING (P7-02); TYP.� ; V II EPDXY SET DOWEL GALV. STEEL ANGLE SUPPORT. [� TO SECURE CAP STONE - : RE: STRUCTURAL DWGS. IN WATERPROOFING. `•• --- • W I ° EPDXY SET GALV. STEEL r, RE: WATERPROOFING DTLS. _ l: WATERPROOFING PROTECTION, ANCHOR BOLT, RE: WATERPROOFING DTLS. ! I �/ STONE VENEER ANCHOR. ' U�; n° , ;? - Uv a I d a RE: WATERPROOFING DTLS. , 1 RE: WATERPROOFING DTLS. '- ^ p WATERPROOFING SYSTEM,- RE: WATERPROOFING DTLS. -- 4 I— i--- 4 , - t ,- '- . I 3--5 STONE VENEER WITH I I— , ; I— I I�� ; ;�'-� � i � 4 +-'4 '; `__ I 1" GROUT SPACE (TYP.) — — --' 0 °I V II I CONTINUOUS THRU-FLASHING �- RE: WATERPROOFING DTLS. W •� II CONCRETE SLAB AND WALL, / STEEL GRATING & STONE W W I, RE: STRUCTURAL DWGS. CAP DETAIL @ HARDSCAPE x GALV. STEEL SUPPORT ANGLE (PT-02); TYP. SCALE: 1 1/2" = 1'•-0" U) RE: STRUCTURAL DWGS. ) O ' CONT. SEALANT AND BACKER ROD (TYP.) ~ CAP STONE DETAIL GUARDRAIL, ` PLANTER RE: LANDSCAPE DWGS, SLOPE TO DRAIN @ STAIR 2 SCALE:F: 1 1/2" = 1 '--0" CAP STONE FULLY GROUTED, X ' RE: LANDSCAPE DWGS. I :- -�: - 1Y2" CONTINUOUS CAP FLASHING, " - SOIL. RE: WATERPROOFING DTLS. 1Y2� : / II ! \ '� i- RE: LANDSCAPE DWGS. I. OWr�D 1 a ( - GUARDRAIL BEYOND,----_- �_�`1 _ €I ° I(' _�` '-3-5" STONE VENEER WITH VAIL RESORTS RE: LANDSCAPI< DWGS. _ SLOPE TO DRAIN ' 1 GROUT SPACE (TYP.) GALV. RE:ESTRUCTURAL DWGS: ! DEVELOPMENT Ii / , RE. CIVIL (C011A) ® ! �/ it --_ GALV. STEEL SUPPORT ® ! COMPANY CAP STONE, / - -I k- ANGLE, RE: LANDSCAPE DWGS. �- TO SECURE CAP STONE /� q _ I RE: STRUCTURAL DWGS. AVON,COLORADO �I �� SOIL, / I 4 I �i -- . -! - I;SLOPIE DLd RE: LANDSCAPE DWGS. / 11 I� ff _ EPDXY SET GALV. STEEL BOLT, ARCHMcr cw micorw ` RI=. CNIL (C011A} RE: WATERPROOFING DTLS. I CAP STONE SCUPPER / :I I I _w WATERPROOFING, I I/ —1 : - FULLY GROUTED a a q I—I RE: WATERPROOFING DTLS. ) I Ir'j GALV. STEEL SUPPORT I—I Denver, ' ' !"-' WATERPROOFING PROTECTION I i ANGLE, �, 4 RE: WATERPROOFING DTLS. CONTINUOUS COPPER CAP FLASHING J6 I —i ! RE: STRUCTURAL DWGS. 3-5 STONIw VENEER WITH / I ° I I WITH END DAMS 4" —_— - I: » I WATERPROOFING. x�ti �x I' ;I I EPDXY SET GALV. STEEL BOLT, 1 GROUT SPACE (TYP.) & !! RE: WATERPROOFING DTLS. I— - — RE: WATERPROOFING DTLS. D�sIcJccr a RE: WATERPROOFING DTLS. I ._�! - I HART I HONXT-RTON EPDXY SET DOWEL ,— I —i WATERPROOFING, TO SECURE CAP STONE II " I ;—I !- _~ WATERPROOFING, RE: WATERPROOFING DTLS. NEV YOM NEW X°x�s I a I RE: WATERPROOFING DTLS. 4 a 3-5» STONE VENEER WITH I i I=I -- --T �� sraUMMUhx ft4ELR ! 1" GROUT SPACE TYP. I I III a a I a�o�aosevcF-WF.0 GjN-mm,L*c (TYP.) I e. I I ! ! ME U-NIC-AL ELEC'iY r-AL�IGLNfM R ! STONE VENEER ANCHOR, / a I t_—Y f-- _- STONE VENEER ANCHOR,-- III ,�-ESrrGLVtrxs me i Rte: WATERPROOFING DTLS. I I I ! 1 a AVON.COLO&U* CONCRETE WALL, RE: WATERPROOFING DTLS. I. WATERPROOFING,----- / I 4 I I I _ _I I RE: STRUCTURAL DWGS. RE: WATERPROOFING DTLS. j I -V I—I WEEP HOLES 1 IWGLTXJt �o a Alpl*rs I�vccv�1tLyG,Lac f 4 CONCRETE WALL AND SLAB, SUPPORT ANGLE (PTL02)5 TYPE, I I RE- STRUCTURAL DWGS. RE: STRUCTURAL DWGS. /� I PROJECT NUMBER 20900.00 WATERPROOFING, � ` �-"' — — RE: WATERPROOFING DTLS. CONTINUOUS SEALANT & BACKER ,J: EPDXY SET GALV. STEEL BOLT, ° ROD BOTH SIDES, TYP, a RE: WATERPROOFING DTLS. 3"-5" STONE VENEER WITH =� I SECTION D E TAIL ISSUE REVISION DATE 1- GROUT SPACE (TYP.) � :., @ STONE SCUPPER METAL LOUVER 05 CONST DOC 08.13.04 TO STEEL ANGLE TUNNEL REV. 09.10.04 I a SCALE: 1 1/2" = 1 '-O" CONNNECTED TO STEEL CONT. SEALANT AND BACKER ROD I ANGLE SUPPORT AND EXPANSION JOINT MATERIAL ° FI`IAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 CONCRETE SLAB, j LOUVER HEAD & STONE RE: CIVIL DWGS. •� I CAP DETAIL @ STONE WALL SNOWMELT SYSTEM, � RE: CIVIL AND MECH. DWGS. RE, LANDSCAPE DWGS. SCALE: 1 1/2" = 1 �-O" FILTER FABRIC METAL LOUVER ATTACHED TO STEEL ANGLE CAS STOKE 3R.DGI=S GAP AT SCUPPER, TO TO STEEL SECURE AT BOTH ENDS, RE. CIVIL C011A i ( ) ANGLE SUPPORT PREFINlSHED METAL � _ +----FLASHING PROFILED TO j II DWGS. CONTINUOUS SEALANT & BACKER DRAIN WATER TO OUTSIDE f II d SCUPPER OPENING.--_ �- i --- ROD BOTH SIDES, TYP, ( :: �:_? - °•- .:'::F`• SECURED TO CONCRETE SILL II -, �, I �. - -- GALV. STEEL SUPPORT ;. a :- I t:=f ' I a CAP STONE SCUPPER---�� ' 3° ; `'� 3" -- �- ANGLE (PT-02); TYP-, I ` RE: STRUCTURAL DWGS. CONCRETE WALL n I WIT-4 TAPERED SLOPE AS SHOWN �, SOIL.--- 1= 4 TC CONTROL WATER FLOW. !' _ , RE: STRUCTURAL DWGS. RE: LANDSCAPE DWGS. - I I I— — a Ii: » ! II w- - 3-5 STONE VENEER WITH I I--I I II r 1" GROUT SPACE (TYP.) STONE VENEER -- i �''� `� EPDXY SET GALV. STEEL BOLT, I; RE: WATERPROOFING DTLS. EPDXY SET GALV. STEEL BOLT, ENLARGED RE: WATERPROOFING DTLS. - -`! ' i I I ' '' I � DETAILS WATERPROOFING SYSTEM, -- y CONCRETE WALL, I I Iii— I ;I RE: WATERPROOFING DTLS. j—; ; :— ; —I `I TUNNEL RE: STRUCTURAL DWGS. ! E ! I I ?I I ;I :I CONCRETE SLAB TO STONE WALL ELEVATION DETAIL LOUVER SILL SECTION DETAIL @ TUNNEL ENTRY_ @ STONE SCUPPER @ STONE WALL I SCALE: 1 1/2" = 1'-0" - SCALE:I<: 1 1/2" - i '-0" SCALE: 1 1/2" = 1 '-O" A502 i d 2004 42140 ARCHITECTURE, INC. PRECAST CONIC. E. RriNCA --_ - I BFAM I G ha WATERPROOFING AND RE- STRUCTURE DWGS. DRAINAGE SYSTEM, � C RE: WATERPROOFING DWGS. WALL FLOOR TYPE PL7NSQF0 TYP. -T-- PTD 1x4 WOOD TRIM (PT-14) AA _. Q CONCRETE SLAB, A RE: STRUCTURAL DWGS. GARAGE DOOR TRACK 4%» C1� I'i I° GARAGE DOOR, f PTD 1x WOOD TRIM (PT-14) j{ i RE: DOORS SCHEDULE I Fo _ I O l o 0 0 0 0 0 0 I c��, 0 0 0 0 1 r 0 0 0 o RESILIENT SOUND ISOLATION �„� j. c o 0 0 0 o DECOUPLE CUP I I -0 o TYP. AT MOTOR AND TRACKS RESIDENTIAL GARAGE H 1 ---- � p c � . ENTRY HEAD DETAIL 0 0 o r 0 i o SUPPORT FRAME TYP. AT SCALE: 1 1/2" = 1'--D" W H 3 CONC. TOPING SLAB TO 164 01 4 I o MOTOR AND TRACKS MATCH SITE CONCRETE / RE: LANDSCAPE DWGS. 0 a o GARAGE DOOR TRACKS : SNOWMELT SYSTEM I , o RE: CIVIL DWGS. U �' --- 0 ^T 1/2" RADIUS NOSING a�- WATERPROOFING ! w >, l; _4 O _ a O RE: WATERPROOFING DTLS. r CONCRETE STAIR STRUCTURE r+ Z If a Q a 4 l RE: STRUCTURAL DWGS. I 0 a 4 4 a ._ 04 , GARAGE DOOR MOTOR GARAGE DOOR —— — r q d 4 SOUND ISOLATOR DETAIL 0 �v o RESIDENTIAL GARAGE DOOR AND MOTOR a - SCALE: 1 1/2" = 1'-O" q ll 4 I oW�-ea.nee�[.0� r � II CONCRETE WALL, I VAIL RESORTS RE: STRUCTURAL DWGS. DEVELOPMENT If I CONT. SEAANT AND BACKER ROD COMPANY " SECTION DETAIL @ �. "02N,COLORADO RA ARCM3CC OF RECORD BAROMETRIC ATOR GALV. STONE STAIR RUN ---- —_�_ SECURED TO GALV. ---�-- STEEL STRUCTURE - SCALE: 1 1/2" = 1'••-0» © � 1 - WFH ANGLE CLIP, 1 , ® �J RE: MECH. DWGS. _:- a > A tyenver,Colorado - -= PAI NT£D AND GALV. STONE VENEER BEYOND i 1/2- STEEL HANDRAIL MASTEAMANNER EPDXY SET GALV. STEEL BOLT, `� AND SUPPORT BAR (PT-02); TYP. O DE�IGN�RCFlTlBCr RE: WATERPROOFING DTLS. (PT-02) 1Y2/ II — GALV. STEEL GRATING ® LANDING CONT. SEALANT AND / QR �YHOWE,tRTO II ww ev a (PT-02); TYP. COMPRESSIBLE FILLER AROUND GALV. STEEL ANGLE SUPPORT FRAME, ABRASIVE METAL NOSING PENETRATION OF GROUT BY HANDRAIL I° w RE: STRUCTURAL DWGS. (PT-Q2) YMUCrlRAiE:NGLNFM MONROE R NEWELL ENGDIEM IIYG ��-- •CALV. WIRE MESH STEEL ROD WELDED I AVON,COLOIL O --- AND FRAME SECURED GALV. SHEET METAL RISER _ TO GALV. STEEL PLATE �� �' TO STEEL ANGLE SUPPORT (PT-02); TYP. SECURED TO TREADS SECURED TO CONCRETE WALL, ��ENG NC CALV. STEEL CHANNEL RE: WATERPROOFING DTLS. ii AVON.COLORADO II AATERPROOFING, LANDING SUPPORT (PT-02); TYP. !' RE: WATERPROOFING DTLS. S'-ONE VENEER SILL BELOW GALV. STEEL GRATING TREAD ALenv�cn rK�G L Nr SLOPE TO DRAIN SEC,,RED TO STRINGER SUPPORT v VAU. WWRADO 3--5" STOVE VENEER WITH n TYP. TEEL HANDRAIL 11IVU�IBER 1 GROUT SPACE (TYP.) �OJ.. SEALANT AND BACKER ROD PRO CT 2(?9fl0.00 0 EXTERIOR STAIRS 1 "/2 GALV. STEEL CHANNEL STRINGER SCALE: 1 1 = 1 _4 ISSUE REVISION DATE • WIRE� MESII SCREEN SECTION DETAIL 0 os CONSTDOC 0$.13.04 9 0 STONE VENEER 6 STEEL GRATING RUN STONE VENEER ANCHOR 1 1/2" = t' 0" SCALE: 1 1/2" = 1'-0" , 5a ><UNEL REV. 09.10.04 RE: WATERPROOFING DTLS. 5B FIlVAI.CO3%IST 01.03.05 WATERPROOFING, RE: WATERPROOFING DTLS. a FINAL.CONST 01.03.05 B AROVETREC REGULATOR SECURED TO GALV. 3'-5" STONE VENEER WITH 16 ADDFINL DUNE 5 05.16.05 STEEL STRUCTURE 1" GROUT SPACE (TYP.) 'N,:TN ANGLE CLIP, :J - - 1 WATERPROOFING, RE: MECH. DWGS, RE: WATERPROOFING DTLS. 3 CONIC. TOPING SLAB TO a MATCH SITE CONCRETE }� .. .. ...-- :�... �._ a 3-5" STONE VENEER WITH RE: LANDSCAPE DWGS. / 1» GROUT SPACE (TYP.) SNOWMELT SYSTEM 1.,---GA V. STEEL TUBE SUPPORT, Q CONT. THRU--FLASHING RE: CIVIL DWGS. I a r RE: STRUCTURAL DWGS. (PT--02); 'YP. I / 0 STL_ HEADER (TYP.) WATERPROOFING, — � � l GALV. STEEL ANGLE SUPPORT, Q RE: WATERPROOFING DTLS. ----GA_�. STEEL ANGLE SUPPORT FRAME, r A � � RE: STRUCTURAL DWGS. (PT-02); TYP, RE: STRUCTURAL DWGS. (PT-02); TYP. CONCRETE STAIR STRUCTURE RE: STRUCTURAL DWGS. __j - -- --. 4 1 a i --- GAV. WIRE MESH /• - -- AND FRRAME SECURED / TO STEEL ANGLE SUPPORT (PT-D2); TYP. Q 4 STOVE VENEER SILL BELOW LGALV. STEEL GRATING TREAD SLOPE TO DRAIN (PT-02) d SECURED TO STRINGE=R SUPPORT (PT--02); TYP. 4 a 6 a 4 + I A CONT. SEALANT AND BACKER ROD AND EXPANSION JOINT MATERIAL a . GALV. STEEL CHANNEL STRINGER (PT-02); TYP. ENLARGED CONCRETE WALL, RE: STRCTURAL owes. D ETAI LS .� TUNNEL AVIRE MESH SCREEN SECTION DETAIL 0 SECTION DETAIL 0 0 STEEL POST � STEEL GRATING LANDING TREAD � STONE STAIR LANDING SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1 '-0" ' .I '0 2004 42140 ARCHITECTURE, INC. CONCRETE PAVING, I-AR DSC.AP E, r. PAN CAA.L RE: LANDSCAPE DWGS. 1 :4" �RE: -ANDSCAPE DWGS. 4{1`1i�` `y GALV. STEEL GRATING ea°''!a n f. SECURED TO CONCRETE, RE: STRUCTURAL DWGS. SNOWMELT SYSTEM, / RE: CIVIL DWGS. COPPER THRU-FLASHING + UP WALL 8" MIN. STRIPED +:+'ERPROOFING PROTECTION, " I III',�=_---�II I_•_II II__jI�II Ir---�d T—_--`_III�I II I II"--�I�I Ij'I_-------aI11 I�I I°II I i Q I`IIi�I+I.-��_-�—j I I++l�I: a�I I;I j I I f!I'�_-~�!--�;--I I IF I I '!_t':I_-__.�-I�i-I a"I j`-"lII I� --�----`.'---i1�--I--ce_-II 1;!II=�-�---l i I I 1. -.-•�-�I�--;--�i I a-I 1'I.I Ia ���a I1�'i�-�!�-,�—I I]`a—-�.I�1I!!i d-----i—I l I--I II I-I.�!•!L a=T=I---I�I I I i �i!I I-II'i lI—_—_—�--�I 1i I a__!1;�1-.�_.-1=-�—�I I i i_I I I i- ' - �t l I�I{I t I - _ �I-N�TO-- W-_�.--A_T�_�r E4_�'-R--� 3-5" S.ONE VENEER WIT P�R O-O FI N-/G R=: -NA ERPROOFING DTLS. 1 GROUT SPACE (TYSNOWMELT TUBING IN CONCRETE PAVING c h iVATERPR00FING SYSTEM, WATERPROOFING SYSTEM, RE: WATERPROOFING DTLS. �Z RE: WATERPROOFING DTLS. WA:ERPROOFING,SECURE CONCRETE PAVING RE: itiA~ERPROOFING DTLS. TO CONCRETE CURB, —/ 5 RE, STRUCTURAL DWGS, STOVE VENEER ANCHOR, ®® IIII!'i;I I jI,r I I I iI I j t I-;I I f j�I I : -Q- __ f��A Iw r^l�a V i�•Crr•i IV,-1�I]EL AQ R=: 'NA-ERPROOFING DTLS. h(Z Q Q��f.4 CONCRETE SLAB WITH CONCRETE CURB, ------ COPPER SNOW FENCE � � SECURED TO SUBSTRATE, RE: STRUCTURAL DWGS. WATERPROOF WITSOIL, . RE: LANDSCAPE -WGS. COPPER PROTECTION BOOT STAINED FRT WOOD SHAKES EPDXY SET GAi V. STEEL ANCHOR BOLT, SHEET MEMBRANE WATERPROOFING ON tRI G)±I,C-NE AEE -i fR E r:V E G� .°O RE: WATERPROOFING DT--S. ENTIRE ROOF SUBSTRATE, ) RE: WATERPROOFING DTLS.WATERPROOFING 57S-EM,- RE: WATERPROOFING ''DTLSTRANSITION BETWEEN HARDSCAPE SIED T&G WOOD CKING, (PT-21)T DECKING, STEEL GRATING LANDING WATERPROOFING PROTECTION,SCALE 1 1/2" RE: WATERPROOFING DTLS. CONTINUOUS WOOD BLOCKING TO SUPPORT GUTTER - --- ---Y - O a 'GALV. WOOD BRACE SUPPORTS, RE: STRUCTURAL DWGS. HALF ROUND COPPER CONT. THRU-FLASHING GUTTER AND DOWNSPOUT WITH HEAT TRACE,® WOOD HEADER RE: ELECTRICAL DWGS. a a CONT. SEALANT STAINED HEAVY AND BACKER ROD (TYP.) TIMBER RAFTERS WITH RAFTER (PT-21) PROFILE ASSHOW RE: STRUCTURAL DWGS. ARCHITECTURAL 8 X 10 OWNWDEVMOM STAINED HEAVY TIMBER BEAM, (PT- 21) RE: STRUCTURAL DWGS VAIL RESORTS FOR ATTACHMENT TO STRUCTURE DEVELOPMENT ARCHITECTURAL STAINED HEAVY COMPANY TIMBER ARCHED BRACKET, (PT-21) RE: STRUCTURAL DWGS. AVONCOLORADO FOR ATTACHMENT TO STRUCTURE CONT. SEALANT ARCIECr OF MCORD AND BACKER ROD Dever,Cobrado OAF CAP STONE FULLY GROUTED, RE: LANDSCAPE DWGS. f uArTRrL�•En- a -g m DEIG ARCHTrecr CON-INUOUS CAP FLASHING, HART H4xVERTo N 3-5" STONE VENEER WITH RE: WATERPROOFING DTLS. NEW YOM NEW YORK 1 GROUT SPACE (TYP.) S'ONE VENEER ANCHOR, RE: WATERPROOFING DTLS. O � G� STAINED WOOD TRIM SECURED MONRE WalF-NLNTmMINC STONE VENEER WITH a - AVON.COLOFMC1O 1 GROUT SPACE (TYP.) TO CONCRETE; PLUGGED, (PT 2 i ; TYP. 1�[ECIiANICAL MEP-NOL` Vic V4TERPRJOF�VG, STONE VENEER BEYOND GALV. STEEL SUPPORT ANGLE, AVOV,COLoRAo RE: WATERPROOFNG DTLS.RE: STRUCTURAL DWGS. �� ODFEEr�I STAINED WOOD TRIM BEYOND (PT -21); TYP 41 VAU. COwaADO EPDXY SET GALV. STEEL ANCHOR 3OLT PROJ=NUMB CR: 20900..0� 0 GAb/. STEEL SUPPORT ANGLE,_ I — I ! 1— I I / RE: STRUCTURAL DWGS. CMU WALL FULLY GROUTED ISSCB REVISION DATE SUPPORTED BY CONCRETE HARDSCAP , : OS CONSTDOC 08.13.04 FOOTING BELOW RE: D� GS. RE: STRUCTURAL DWGS. SNGVMELT SY. I TUNNEL REV. 09.10.04 I _ RE: CIVIL 'DWGS. ONST 01.03.05- — = FINAL C ^1 IC j 16 ADDFNDUM 5 05.16.05 CONCRETE FOOTING SECURED---, m TO CONCRETE PROTECTION SLAB RE: STRUCTURAL DWGS. �CI I I-# i 1= SHED RUDE A VAT PW PROTECTION, RE: TUNNEL ENTRY 4 U ° 1 SCALE: 1 1/2 b 1 '-0" WATERPROOFING AND DRAINAGE SYSTEM, — RE: Wn',-ERPROOF NG, DWGS. a CONCRETE SLAB, RE: STRL4TURAL D'NGS. a G ENLARGED DETAILS TUNNEL DTAINING WALL P . IIi;I I!;I III1I `f l`'IFII a�I!I ji •'IIt I:°I I:, :'IIr i1 C LANDSCAPING I !� it 2 SCALE: 1 1/2* = 1 '--O" I I� 11 (c 2004 42140 ARCHITECTURE, INC. 4f role I=— RANDAL J0.HNS0N INTERIOR CORNER RE[NfORCEVENT OUT5IDE CORNER REINFORCEMENT SNOWMELT SUPPLY & 51LP I I © 3" RETURN (SEE NOTES 1&2) 5TEP I n MIN. C - C L. TYP. PIPE PIIE STAINLESS STEEL BAND CLAMP UNCURED NEOPRENE FLASHING 6" (SEE NOTE #3) CLR. NEW 2" HIGH CONC. CURB. CLEAN & ROUGHEN "OP OF CONC. SLAB < DOWEL EPDXIED INTO CONC O PRIOR TO PLACEMENT y < PRIOR TO INSTALLATION OF W.P. [�] HORIZONTAL_ WATERPROOFING ' RE' 5TRUCT DWG5 MEMBRANE (SEE NOTE 4) ' A DETAIL WATERPROOFING PROTECTION AROUND DOWEL PENETRATION 0=4 0 0 s �J WATERPROOFING MEMBRANE CONCRI<f E WALL OR 51AB O 5TEP 2 rO I C.I.P. OR PRECAST CONC. SLAB _ c a ° a I I I r I FIRE—RATED CAULKING MATERIAL J ' , IL I I c 4 r `� �i A 4 LLJJ a NOTES: 1. PIPES SHALL BE COPPER. POLYETHYLENE TUBING SHALL NOT � BE USED FOR PENETRATION. 2. MAX. OPERATING TEMP. = 135'F; MAX. TEMP. ALL CONDITIONS 180'F. 3. REFER TO MANUFACTURER'S DETAILS FOR ADDITIONAL INFORMATION. W c a 4. OTHER LAYERS OF HORIZONTAL. WPM SYS'.-EM NOT SHOW FOR CLARITY. STEP 3 COMPLETELY ENC.A;SJLAI f ALL EXP051D REINFORCING 5TI P 3 COMPLETELY ENCAPSULATE ALL IXPOSED RL:INFORCLNG SEE TYPICAL DETAILS SHEET A505. ALL OTHER DETAILS OF HORIZONTAL & W1TIi A TOP GOATi`+G OF �10T-10T WP. VERTICAL. TRANSITIONS APPLY PER MANUFACTURERS DETAILS. WITH A TOP COATING OF HOT-APPLIED WP. I NO RfINFOPC,%IG 5-10:JLD BE s FT fX~O5ED OVERNIGHT. NO REINFORCING SHOULD BE LEFT IXPO5ED OVERNIGHT. UWNWDEVELOPF- VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO aaCHrrECr OF RECORD F TYP SN WMELT PENETRATION DETAIL D T �P �COMINMR�R�El�NFORCING DETAILS ERE P DOWEL PENETRATION DETAILS No ? 'A■ C lei Denver,Cokrado MASTLlk KA.MNER DESIGN ARCHMOL-r HART HOWERTON NESS YORK h'EW YORK MI C`MRAL EdGlNEF.R MONROE do NEWELL MIKILNEERS,M AVON,COLORADO MECHAMCAL®.EC"l1tICAL LNGlh"RFA QT-APPL r D MVP JNCUKED NEOPRENE M-EENGIlVEERS,LVC INFORCi<MENT ". PLANTER WALL OR CURB HOT-APPLIED W.P. AVON,COLORADO Rf CIVIL a iGL*Eu. UNCURED NEOPRENE FLASHING a ALPL'VEILCIrlFFaiIIvG,QvG ° e• .• CONTINUE PRO1 EGTION vAU,COLORADO Q ° DOARD 4 DRAINAGE MAT HOT-APPLIED WP 6" a CONTINUOUS UNDER CLR. FOLJNDAT!ON WALL TO PLANT"I;R WALL OR CURB PROJECT NUMBER. 20900.00 FOOTING 4 DECK ISSUE REVISION DATE DRAINAGE MAT c c d S JOINT IN DECK--- RE: 51RUCT 4 04 CONST DOC a L FKI-END HOT-APPLIED W.P. FOR PFR�MiIT 07.23.04 4'&A N. GOWN UPPER PORTION �^ '"1°" DETAIL WATERPROOFING REi NI--ORCEMENT STRUCTURAL AND CON5TRUCTION JOINTS � 05/06 CONST DOC NOT R DULLED AT SHRINKAGE CfZACKS 4 AT ALL CHANGES- OF WALL FACE TO � MEMBRANE AROUND R1=L3flR ROJGI-1 CONCZ >I J I G'4 <1/4" IN IN-PLANE ENCAPSULATE THE a FOR PERWT 08.13.04 OR cRr'.CKS JP 10 WIDTH CCW 71 1-90 5HEET '� a BLDG.2/CONST. 09.02.04 4 CLEAN SURFACE Of W.P., RFBAR FOR PLANTER WALL PRIME=4 INSTALL 5HEET OF WALU CURB 10 DECK 08 BLDG.3/CONST. 09.24.04 4 CCW 711-90 12" MIN ON3 O 5PRAY APPLIf=D W.P. AND 09 BLDG.4/CONST. 10.11.04 UNCURED NLO°RENT LNCUREO NEOPRENF 9' MIN PAST JOINT IN DECK G` c 10 BILDG.5/COAST. 10.25.04 Q F LA51-1 L N G , r-L A5#-1 E NG SPRAY-APPLIED W.P. 5B FINAL CONST 01.03.05 4 " EXTENDED TO WITHIN CONDUIT OR 4 a 3" OF TOP OF WALL d 6A/TA/8A/9A/10A/11 PIPE LESS PIPL'VENT GREATER_I-AN O� C' 4 FINAICON5T 01A3.05 THAN I EQUAL TO 1' O EMBED G'WIDE FABRIC a REINFORCEMENT SHEET d 16 ADDENDUM. 5 05.16.05 13TWN 2-30 MIL. LAYEK5 v L1 NOTE5: SOME PIPE MATLKIAL5 (COPPF , BR.A55j 'AAY REQUIR9 KOUGHEVINGISANDING, ° ° OF 5FRAY-APPLIED W.P. 15 I IN ADDITION TO PRIMING WURFACE CONDITIONER, FOR PROPER ADME51ON OF WATERPROOFING. a a METAL PIPE5 MUST 15E FREE OF ALL OIL AND RJ5T. da n a a � n PROTECTION BOARD NOT 5HOWN FOR CLARITY, E:XPANIIG'4 JONT5 U:'10 I" IN EXPAN51ON JOINTS L"10 2' IN I�1 IL�II 1 -II�1I r WIDTH AND MAX. 50% TOTAL 4l/1DTH AND MAX. 50%TOTAL _��' ,.. . MOVEMENT ANTICIPATED MOVEMENT ANTICIPATED WATERPROOFING 7 DETAILS J TYPICAL T J 7 7 7 L i 4 D v i E) YP CONDUT PIPE PENETRATION DETAIL No PICA WTERPROOFING DETAILS TP WATRROING DETALS p s 0 A505 D © 2004 42140 ARCHITECTURE, INC. RE: DETAIL F/A507 WHERE 'MELD RE DETAIL F/A507 WHERE WELD PLATES ARE INSTALLED ON PLATES ARE INSTALLED ON FOR ADDITIONAL INFORMATION RE: A/A506 AND C/A506 TOP SIDE OF PRECAST DECK TOP SIDE OF PRECAST DECK '- '-'"'�141 CONIC. TOPPING SLAB jCI`N N ' OVER INSULATION BOARD HOT-APPLIED FABRIC REiNFORCED MONOLITHIC WATERPROOFING MEMBRANE 6" 6" UNCURED NEOPRENE FLASHING BACKER ROD & DRAINAGE MAT CONIC WALL N RE: C/A50fi !� WITH CAP SHEET & PROTECTION BOARD EMBEDDED IN HOT-APPLIED Y- 1 SEALANT, TYP. FOR CONTINUATIONS RE: SPECIFICATION SECT!GN 07517p' DRAINAGE MAT . d I I I- _ - Q HOT-APPLIED W.P. Ll - I I ! I I I I EXTEND TO TOP OF WALL 4 d . . .. G c . a ° • 4• 'a . ,.. . . Y 4 -. . . . ' . a - �d c UNCURED NEOPRENE FLASHING d CONC. WEARING --- � ° G °. � a� d a - - • . a ° 4. a COURSE OVER a 4 4 a 4 a INSULATION BOARD - e d 4 c Q ° . a d d 4 a d a 4 — ° G dQ a 4 Z O SPRAY--APPLIED W.P. DRAINAGE MAT I I I g' ! EXTEND TO TOP OF WALL j CLAYEY BACKFIL-L. CAP LAYER RE: CIVIL --- - - -- �- G ° I 4 ;; - a � � � ° a � � a a - - � � 4 � ° � a 4 4. 4 .a a STONE VENEER 4 �i d 4 d l Z ° d d 14 moo/ g G ° G a. . c a d d ° ° 4 :Q 4' °a a G. 4 1 MAX _ q� " G MAC a a 4 c 4 a ° 4 ® Q C� ° ° 4 a s a CONT. BEAD OF SEALANT !�"� w I4 4 4 4 u CLEAN SURFACE OF SPRAY-- a 4 a a c Q 4 d 4 ° C APPLIED WP, PRIME & INSTALL ° a a G °- a 4 REINFORCE W.P. ACROSS SHEET OF CCW 711-90 12" G a° d a d a a 4 ' ° JOINTS N TYP 0 MIN. ONTO SPRAY--APPLIED WP G ° 4 d' < a d 4 v ° d a 4 ° a j a c a a 4 a BACKER ROD & SEALANT 4 ° 4 c ° 4: a i a d d . . a ° CONC. FDN. WALL AND RECESS GROUT TO a ° a 4 a 4 PRECAST DERCEK. STRUCT 4 a 4 POCKET. RE.SEALANT STTRUCT 44 /// PRECAST CONC. DECK c a c ° 4 i ° c RE: 5TF°UCT � EXTEND SPRAY-APPLIED - � PRECAST CONC DECK d WP TO TOP OF WALL a ° OWNWIDEVBLOPHR RE: STRUCT a �, G d 4 a ° 4 VAIL RESORTS CONC. FDN. WALL G a DEVELOPMENT COMPANY AVON,COLORADO - ---- ARCHITECT Ce RECORD F W.P M. TRANSITION AT WALL _ D 3+W.P.M. AT INVENTED TEE JOINT B W.P P.M. AT WALL BTWN RESIDENCES I imar,colors& CAP STONE FOR ADDITIONAL INFORMATION RE: B/A506 FOR ADDITIONAL INFORMATION '"�T ��``'�"'� GUARDRAIL N RE: B/A506 & E/A506 O.H. DESK"� � RE: LANDSCAPING DWGS HART I HOWERTN PROVIDE 3/8" MIN NEW YORK vhW Yoxx POCKET' FOR BACKER THRU-WALL FLASHING ROD AND SEALANT SEE NOTE BELOW �UCTU L ENciNsFA MONROE&NEWELL ENGINEERS,D4C AVON,COLORADO STAINLESS STEEL MBCH&N•xat—R ENGINEM CAP STONE N SLOPE EPDXY SET DOWEL 4 EXTEND SPRAY-APPLIED a TO DRAIN [ AVO.i,c XORADO WP & DRAINAGE MAT TO a Cava�GINEER BOTTOM OF FOOTING c a CGNC. FDN. WALL n�,,�OgADp ALPINB ENGIhE MM,INC. —� I GAPA.GE FLOOR SLR THRU-WALL REINF. PVC — TAILING AT ANCHOR PINS DETAIL COAT SPRAY-APPLIED W.P. EMBED ON WIDE FABRIC I ° 4: � � � a PIE: C"dIL FOR FLASHIING, s MIN. EACH DOWEL REINFORCEMENT SHEET G 1 RE: C,, IL F LAP AND SEAL JOINTS WITH LM3000 PROJFXT NUMBER: 20900.00 16 BETWEEN 2-30 MIL 4 EXTEND PAST FACE LIQUID MEMBRANE STONE VENEER LAYERS WP MEMBRANE - � ° . d ° SYSTEM OF STONE 1/2" ANRUSANDWICH ISSUE REVISION DATE ° FLASHING IN BED 4 ° PERIMETER DRAIN IN A a LEDGER AN PRIME AND INSTALLED 17 FREE DRAINING GRAVEL ': I �.LI -�--_ �. e OF MEMBRANE 04 CON STL & WRAPPED IN FILTER I p _..r..�... - :� .�, CONC. FDN. WALL a PAINT WITH 2 COATS FOR PE IMIT 07.23.04 FABRIC N RE: CML� �• pQ O c 4 a _ d ° PREMIUM ALKYD ENAMEL PAINT M RE: STRUCT 05 CONST DOC so DETAIL ®OLTS HOLE ° c FOR PERMIT 08.1304 d c 4 a a AND SANDWICH ° a a a _ a d PLATE IN BED aT�:NNEL REV. 09.10.04 LP RXLCNT.wAT FOOTING- MEMBRANE, DO EPDXIED EDDINTO FDN WAIL I I I OF LM3000 LIQUID a TO-WALL JOINT PRIOR TO INSTALLATION STONE VENEER � � --- � 5B FINAi..C4I�iST 01.03.05 COAT ENTIRE TOP a OF W.P. N RE: STRUCT ° z ° ° vc OF WALL CONT. d 4 ° _ _ a a 16 ADDENDUM 5 05.16.05 EXTEND SPRAY-APPLIED W.P. C-4 4 `` - : _ TO TOP OF WALL ° I I I I a a a q HOT APPLIED, FABRIC REINFORCED MONOLITHIC WATERPROOFING — I MEMBRANE WITH CAP SHEET . f 4 a a v d d a 4 I - d ° G 16 - d 4 I _ I APPLY CONT SHEET W.P. OVER c d a a — THREADED ROD ANCHORS a - I ANGLE AND EXTEND 4" Mlid EPDXIED INTO FDN WALL DETAIL W.P. AROUND ROD I I - 4 a 4 ° a APPLY CONT. - _ ° i a PRIOR TO INSTALLATION PROTECT EXPOSED THREADS ONTO WATERPROOFING ° a Q � SHEET OF W.P. j _ 4 4 OF W.P. �► RE: STRUCT Blil(OND FACE OF ANGLE TO ° ° d a I-— _ ° ° KEEP CLEAN & FREE OF W.P. d I I G c 4. G c OVER ANGLE AND a DETAIL W.P. AROUND ROD DRAINAGE MAT M TERMINATE EXTEND 4 MIN PROTECT EXPOSED THREADS G ° � AT BOTTOM OF ANGLE O OCO 4 -4 a ONTO W.P.M. I — BEYOND FACE OF ANGLE TO 4 I I I- �O O� d, 4 d d ° PRIME AND PAINT - ' . ; j-- `�+� G STEEL WITH 2 — - a a d KEEP CLFAN & FREE Of W.P. O COATS PREMIUM �� � �- 4. � -� ' ALKYD ENAMEL d AT BOTTOM OF ANGLE TED WATERPROOFING PAINT ° CONIC. FOOTING SOIL FILL N RE: CIVIL PROTECTION 80ARD NOT DETAILS RE: STRUCT AND LANDSCAPE DWGS ���� TUNNEL RE: SPECS MR TYPE AND THICKNESS E +Y.P M. TERMINATION A'r FTG C W.P M. TERMINATION AT TAI' Off' WALL A W.P'M. AT LEDGER ANGLE c.� 02 04 42`40 ARCHITECTURE, INC. PATCH MORTAR BOND TO PRECAST CONC. ADDITIONAL O RE: �A,,pg ADDITIONAL INFORMATION " �R � INFORMATION _'l IN a�, , F SEE NOTES BELOW 1 MIN THICKNESS RETURN FLANGES ON UP ROUGHEN CONC. TO �' AMPLITUDE AT PLATES TYP. AT PATCH MATL SL OPE SIDE TIED INTO E. {?ANDA.L HOT-APPLIED W.P. .tCr;1s0i1 sue' SET PAN FLASHING IN q a G ° ° d d 4 CONT BED OF LM3000 ` `' d ° ° e LIQUID MEMBRANE ON a �d ° d Q a d a a ISOMETRIC VIEW ALL sIDES ESC. THICKNESS ° a ° a d a - v a d a 4 ° v COPPER PAN FLASHING AT PLATE d d W/ END DAMS - TYP I _ L RE: ISOMETRIC VIEW ABOVE I 1 1 I '�� �'•�•_ —vr s y .. r ••r•�i I --- -- -- s -a~' � ' •�' •� � ;i '"-•'.� + .•'•' •;. };• ? >'..•:iY :sir SLOPED CAP STONE F*� • i' �rC• •��•'�'� •Y• �.:�� "'k ra 7- `�.Yr� �+, `, •�• Se'•' i• -'.r+••.i� _ •�•�•—••!•H •ft':o-k. •a •R u`I•r••%; .. SET IN MORTAR BED 4 4 a ° e \� a G Q \ \ DETAIL DOWEL PENEAT0 M G IN PAN FLASHING WITH SEE NOTES DETAIL I L 0 E - ° LM3000 U U D MEMBRANE D/A507 FOR 117 MIN 4 ° - . \ d d Q PATCHING a 4 1". MAX REQUIREMENTS ° III I 0 a I _ I~� .4 " a < a 4 G 1 MAX a ° I — ° ° 4 a ° d a 4 I W a C d 4 v ° 4 e a d d. d4 °. I O a. a G 1. ° BACKER ROD & d ° a a 9 RE: STRUCT SEALANT BETWEEN c ° a G ° SEALANT u a I F� w PLATES d o. G 4" . 4 ° ° d a STAINLESS STEEL DOWELS RECESS GROUT TO / ° ° 4 ° " EPDXIED INTO WALL PRIOR LEDGER ANGLE INSTALLED PROVIDE SEALANT 4 n °/ / a ° a ° © TO INSTALLATION OF q AFTER W.P. POCKET. RE: STRL / 4 c ° a a PAN FLASHING 4 I I I PRIME AND PAINT WITH Q RE: STRL ° THREADED ROD ANCHORS °d a °d ENAMEL S NA ELSPA NT PREMIUM N REUSTDRUCT u..� v If L BBACKER ROD & SEALANT e EPDXIED INTO WALL d ° a BETWEEN CONNECTIONS N TYP PRIOR TO INSTALLATION a HOT-APPLIED W.P. EXTEND O NOTES EQR BODING -PATCH MORTAR TO QONTRETE CRI�--CKETS) I I I �. OF W.P. N RE: STRUCT TO TOP OF WALL PRIOR TO ° 1. PATCHING MORTAR TO BE POLYMER 4 ° MODIFIED PATCHING MORTAR Fc` = 5000psi, SAND AGGREGATE DETAIL W.P. AROUND ROD INSTALLATION OF ANGLE 2. ROUGHEN SURFACE OF CONCRETE TO BE PROTECT EXPOSED THREADS ° Y4" PROTECTION BOARD BONDED TO PATCH 1-0 Ys' MIN. AMPLITUDE BEYOND FACE OF ANGLE TO , I - 3. CONCRETE TO BE SATURATED, SURFACE-DRY KEEP BE CLEAN & FREE OF W.P. DRAINAGE MAT & CLEAN PRIOR TO PLACEMENT OF PATCHING MORTAR 4. SCRUB MORTAR INTO THE SURFACE AND COMPRESS PATCHING MORTAR INTO FORAM STONE VENEER °WNERI"EVELopmL 5. FINISH TO LIGHT AMPLTUDE AND CURE PER MANUFACTURE'S WRITTEN INSTRUCTIONS VAIL RESORTS 6. INSTALLATION OF WP AFTER PATCH ;S FULLY- SPRAY-APPLIED W.P. CURED OR SUCCESSFULLY PASSES A MAT TEST EXTEND TO TOP OF WALL DEVELOPMEN'r 7. SOUND PATCH PRIOR TO INSTALLATION OF WP TO ENSURE COMPANY PATCH IS FULLY BONDED. UN_.BONDED PATCHES ARE NOT ACCEPTABLE AND SHALL 3E REPLACED. AVON,COLOILkW ARCHMICT OFRECOM F W,paM. TRANSITION AT WALL WELD PLATE D W P�,M�. A�T I1�T VERTED TEE WELD PLATE B W.P M. AT THROUGH WALL SCUPPER ARCKff WMAK NOTES: D9I1YBf,G'O10[aCO 1. BONDED CONCRETE TO BE PLACED & AGAINST ROUGHEN CONCRETE SURFACE EXTEND 0 - PLIED W.P. TO TOP OF WALL - RE: RESIDENTIAL_ D��H�RC�}nacr 1/8 AMPLITUDE MIN. TOPPING SLAB TO / HAVE A MIN. TENSILE BOND STRENGTH DETAIL F .0511 FOR TIE IN OF TEMPORARILY CAP TOP OF WALL OF 126 PSI. RESIDENTIAL_ W.P. MART HOWERTON 2. AFTER COMPLETION OF PLANTER W.P. SHEET M WALL CAP 4NUNTI4_D 14EW YORK N$W YORK DRAINS TO BE CORKED AND MEMBRANE SOIL FILL N RE: CIVIL. CONSTRUCTION OF RESIDENCE WATER TESTED IN ACCORDANCE WITH THE AND LANDSCAPE IF RESIDENCE IS NOT BUILT CONCURRENT W/ TUNNEL• 5TRUC URALENGINSM REQUIREMENTS OF THE SPECIFICATIONS. .r:_....... �.,�.a.�_„� :m,.._.... .... PROVIDE HOT-APPLIED WATERPROOFING MEMBRANE AND I neOt�RO� CoLofL��"�'��` ° OTHER TEMPORARY PROTECTION MEASURES NECESSARY AVON, SOIL FILL - RE: CIVIL ° DRAINAGE MAT I I TO PROTECT TUNNEL CONSTRUCTION UNTIL RESIDENTIAL Mrsc iANICAL HLEMRKAL hrK;I'xlde AND LANDSCAPE ° CONSTRUCTION IS COMPLETE. AVON cuO WC IF RESIDENCE IS BUILT CONCURRENT W/ TUNNEL: �E� �P_Wv.me 4 ° CONC TOPPING SLAB ° THE WATERPROOFING MEMBRANE AT TUNNEL WALLS, THAT 9�C�G� { 4 STONE � OVER RIGID INSULATION a a ARE ENCLOSED AND FULLY PROTECTED BY THE RESIDENTIAL_ + I I • -. RE: C/A506 ° e WATERPROOFING, MAY BE OMITTED. a v v d PROJECT NUMBER 20900.00 _ 4 UNCURED NEOPRENE FLASHING ° DRAINAGE MAT �g EXTEND HOT-APPLIED EMBEDDED IN HOT-APPLED W.P. ° q CLEAN SURFACE OF SPRAY-APPLIED ISSUE REVISION DATE 4 W.P. TO TOP OF WALL WATERPROOFING. PRIME & INSTALL d .° 4 DRAINAGE MAT �. 4 a SHEET OF CCW 711-90 12" MIN 04 CONST DOC PROTECTION BOARD - ONTO SPRAY APPLIED WATERPROOFING ° c FOR PFIL41T 07.23.04 CONTI, LAYER OF _ HOT-APPLIED, FABRIC REINFORCED ° FILTER FABRIC. 12" — I- ° MONOLITHIC WATERPROOFING MEMBRANE ° e e 05 CONST DOC lAP EPDXIED ANCHOR MIN c c & L E DC ER ANGLE W/ CAP SHEET & PROTECTION BOARD ° FOR PERMIT 08-1304 c RE: A/A.506 RE: SPECIFICATION SECTION 07510 QTULtiEL REV. 09.10.04 d ° 3"x3'x6" ALOE COPPER PAN WITH d - . . d 4 " a - - 1' DIA. TUBE SOLID WELDED +� `_•EAL NT AND ° ° ° d 4 .a 53 FINAL CONST 01.03.05 SET IN BED OF HOT-APPLIED W.P, SACKER ROD a . 4 a TYP.THREE LOCATIONS THIS WALL, a SOLVENT WIFE, 4 � 16 ADDE:NDUNt 5 05.16.05 TAPE-OFF AND ° a EVENLY SPACED. � e ' a � - I:'RiME PRIOR TO , BONDED CONCRETE ° INSTALLATION OF ° a 4 d d a REINFORCE W.P. ACROSS ,1T. - TOPPING SLAB SLOPES d ° 4 SEALANT . 1/4"/FT TO DRAIN ° c a 4< I d a e a v a -� ; a °• APPLY CONT. PRECAST CONC DECK a a a SHEET W.P. OVER RE: STRUCT ° <74--- -----�: N! A' �;LE A7 EXTEND 4" MIN a ONTO HOT- ° o CONT BEAD OF SEALANT 4 AP?U D W.P. 4 4 aG" 3/4" VIN v � 4 G r-T— ° c4 e SPRAY APPLIED W.P. I ° LEDGER ANGLE WATERPROOFING a DRAINAGE MAT DETAILS d . — i 1�STALLED ° d PROTECTION 80ARD NOT CONC DECK AND v d I I- AFTER W.P. a a I E AND PAINT REN 5R CWALL PLANTER WAT TUNNEL AS TT RE: STRUCT P:�EMIUM ALKYD RE: SPECS FOR TYPE E,�AMEL PAINT AND THICKNESS -- RE: STRUCT W.P.M. AND WEEP SYSTEM AT PLANTER W.P.M, AIr IVALL OF RESIDENCES 3"M 1'-0" i i 3"•• 1'--p" A507 ® 2004 42140 ARCHITECTURE, INC. AT THREE SUBSURFACE DRAINS, LOCATED NEAR NORTHWEST CORNER OF TUNNEL. DECK, THE PRIMARY CLAMPING RING AND DOME GRATE SHALL BE INSTALLED � SOIL OR OTHER FILL MATERIAL SOIL OR OTHER FILL. MATERIAL AT THE DRAIN BOWL, AND PROTECTED WITH S.S. MESH. RE: CIVIL & LANDSCAPE RE: CIVIL & LANDSCAPE �`� r'�O0 PROVIDE PERFORATED PVC EXTENSION AS SHOWN WITH FREE DRAINING GRAVEL A U.V. RESISTANT PVC OR HPDE CAP/GRATE AT GRADE. WRAPPED IN FILTER FABRIC DRAINAGE MAT DRAINAGE MAT I��I\�I��1 RE: CIVIL ...�. CONC TOPPING SLAB M RE: STRUCT CONC TOPPING SLAB ' 00 CAST IRON DOME GRAD RIGID INSULATION RIGID INSULATION li, p Y PRIMARY CLAMPING RING � f -• DRAINAGE MAT DRAINAGE MAT sr, UNCURED NEOPRENE FLASHING UNCURED NEOPRENE FLASHING Q 0 0 SOIL FILL N RE: CNI L AND LANDSCAPE DWGS HOT--APPLIED, FABRIC REINFORCED HOT-APPLIED, FABRIC REINFORCED MONOLITHIC WATERPROOFING MEMBRANE MONOLITHIC WATERPROOFING MEMBRANE EXTENSION WITH CAP SHEET & PROTECTION BOARD —I ;— _ WITH CAP SHEET & PROTECTION BOARD SCH 40 PVC PIPE DRAI!J RE: SPECIFICATION SE TION 07510 I RE: SPECIFICATION SE TION 07510 W !- W/ Y4" DIA DRAIN HOLES. a PER ROW O ° ° 1 - AT 2' SPACING WRAP IN FILTER FABRIC ° CUT V-NOTCHES IN BOTTCA a q 1 = ° e FROM DAMMING AT BASE OF RISER q' a ° a �4 d - a 4 �4 >4 4 a o 0 4 REMOVABLE STRAINER ° a ° �4 a Qa ° a ° w, ° SET INTO BOWL ° 4 ° d ° 4 ° ° a Id 0 H o o SECONDARY CLAMPING RING '- i 3" MIN— 3" MIN 3" MIN Lf)LOP 0 o DRAINAGE MAT W O 1 � U HOT-APPLIED W.P.M. 4 NEW= G SAWCUT AND CHIP OJT d- 4• v d a :� -i . .tii;: w h" DEEP AROUND ° ° ° c �'"i a Z � a •y •a•":.' s �� u' •!f :.; G °. PER;M ETER OF DRAIN ° •• '•_ ° ° °4 a c 4 G Qtr Yl.•yr`..,p• y'{: 4 ti 9�•t�~'►• a Q �r ~.�•�� a /S' d Q Q_ ..' ��. 4 ROUGHEN SURFACE OF CONC EXTEND UNCURED NEOPRENE �Y a o 4' . . a ° a ,�"',�r G ° ' 4 AT GROUT CURB N RE: D/A507 . r. .4 © ° INTO DRAIN BOWL d a ° ° a :. �ws ° . 4 s �y=Y ti a 4 • ° FOR ADDITIONAL_ REQU REMENTS 0 ° d ° DUAL LEVEL. DRAIN GROUTED ° ° a ° c `�.z d WHERE UNEVENESS BTWN PRECAST DECK 4. G :- 'z`_ v ° WHERE UNEVENESS BTWN PRECAST DECK 0 ° 4 °' INTO BLOCKOUT IN PRECAST a 4 ° c PLANKS OCCURS AND AND IS 17¢ OR LESS, �► a PLANKS OCCURS AND EXCEEDS 1 , c ° 4 -EXTEND THE GROUT USED TO FILL THE PROVIDE PROVIDE GROUT CURB AS SHOWN TO RE a : STRUCT ° ° d ° SHEAR KEY UP TO CREATE A SMOOTH ° ° �°• d 4 CREATE A SMOOTH EVENLY SLOPED G f <EVENLY SLOPED TRANSITION BTWN PLANKS a TRANSITION BTWN PLANKS PRECAST CONC DECK -WHERE UNEVENESS BTWN PRECAST DECK ° a WHERE UNEVENESS BTWN PRECAST DECK ° d RE: STRUCT ° G ° a PLANKS EXCEED 1h" RE: B/A508 d 4 PLANKS DOLTS NOT EXCEED lh* a 4 ° RE:: D/A508 4 d ° OWNTR,/DBVM.OPSR A. _ VAIL RESORTS -- RE: CIVIL & PLUMBING FOR DRAIN SIZE, LOCATION, AND PRECAST CONCRETE LA DECK PLANKS PRECAST CONCRETE DECK PLANKS DEVELOPMENT PIPING REQUIREMENTS W/ GROUT FILLED SHEAR KEY W/ GROUT FILLED SHEAR KEY COMPANY 7717 1117 7)771 RE: STRUCT RE: STRUCT AVON,COLORADO -- ARCHITECT OPRRCORD AT PRECAST DECK DRAIN D P�M. AT PRECAST DECK OFFSET B W.P:M. AT PRECAST DECK OFFSET ! V-61 3"= 1'--0 lAAPXJ>U Never,Colorado WHERE DECK PLANKS ARE FOR ADDITIONAL INFORMATION UNEVEN, ADDITIONAL RE: D/A507 PATCHING NOTES MASTER PL&le.Ea REQUIREMENTS ARE SHOWN DESIGN ARQjTfBCT IN DETAILS B & D/A508 GROUT CURB CAP OVER STL It CONN MART 111OWTUON 1" MIN THICKNESS ABOVE TOP OF CONN NEW YOM NEW YORK TAPER ALL FOUR SIDES STRUCTURAL SVGINEEi STL It CONN OF PRECAST DECK PLANKS 1 MONW13&NEWBI.L M4GINEERS,M RE: STRUCT AVON,COLORADO MEC HANW"'U.ULUCTRIC-lIi.SNGLIrTM u-E M40I 13M M HOT APPLIED, FABRIC REINFORCED AVON.COLORADO MONOLITHIC WATERPROOFING MEMBRANE W/ CAP SHEET & PROTECTION BOARD CIVIL hTIGINEEA ALPINE IINGINBHRING,aIr_ I RE: SPECIFICATION SECTION 07510 VAIN.,COLORADO LLJLLY�l A t 1 117-1713 J-1111-11....I A I I 1 1 114' 1�l I A I 141133ZI tp.1 Ij 4 a a 4 a . PROJE r\UVBFJ : 20900.00 a 4 ° 4 ° ° d ° 4 ISSUE REVISION DATE ° a - e 04 coNsr Doc Z FOR PERMIT 07.23.04 3" MIN � 1 05 CONST DOC FOR PERN4ff 08.13.04 iw t �' .: ,•'. &TUNNEL REV. 09.10.04 4 ® 43.05 4 FINAL CONST 01.%— q =x;'- \\ ° a NEOPRENE c FLASHING 16 ADDF-\DUM 5 05.16.05 Iif e d Y i 4 ° \\\ °. ROUGHEN ° SURFACE TO 4 d4 "Y:_,° J l " AMPLITUDE ° 4 ° ° d° a d c ° d 4 .d 4 4 d °. d ° _4 i a G PRECAST CONCRETE DECK PLANKS W1 GROUT RE STRUCT FILLED SHEAR KEY WATERPROOFING PROTECnON 0090 NOT DETAILS Smm MV&S�r TUNNEL RID' SPECS FOR TYPE AND THMESS E NOT USED _ C NOT USED A W.P.M. AT PRECAST DECK WELD CONN I 8 0 2004 42140 ARCHITECTURE, INC. FOR ADDITIONAL INFORMATION �Q� ` _C i ROUT AND SEAL. JT BACKER ROD & SEALANT E. RAN DAL C.I.P. CONC STAIR LANDING 101HII3 0114 VENT OPENING IN CI.P, CONC CURB W/ DOWELS HARDSCAPE N RE: LANDSCAPE AND WALL M RE: STRUCT r%`"�'/' TUNNEL_ FOUNDATION INTO PRECAST - RE: STRUCT ��•: l L_ AND LANDSCAPE WALL W.P. AT DOWEL HARDSCAPE N RE: LANDSCAPE EXTEND SPRAY-APPLIED W.P. AND 4 ° PENETRATIONS N TYP s� PROTECTION BOARD 6* ABOVE a ����= •.� �-- ti. .. . ,, y � "4` �� �• SLAB-ON-GRADE PROTECT FROM - '• . ;:: ;: •t- ?;s==•r-��':ti": „=' :�'- =�.`i=� " BACKER ROD & SEALANT DIRECT SUNLIGHT WITH METAL FLASHING •a . ° • r1W4 DRAINAGE MAT M �• .w -�. , v p d d p - -.4`` +--. S. 6ti.� �;♦ DRAINAGE MAT dq ° i y ••~ 4 ° • • `. �� .•• TOPPING SLAB OVER _ SEAL-ANT ° TOPPING SLAB OVER 4a v [ 3p TYP RIGID INSULATION ° -4 a 4 4 . a RE: STRUCT�TION ,■/ RE: STRUCT " d G Q -I I d Jill a Jill d !I� 4 4 a DRAINAGE MAT � -• - • DRAINAGE MAT a . a ° 4 W.P. REINFORCEMENT • i _ 4 I ° 4 ACROSS JOINT c V � v) ° e d d d W (� 164 ;III ±,., A 4 00 o v ? p a: a a - HOT--APPLIED, FABRIC REINFORCED *'{ ° 4 HOT-APPLIED, FABRIC REINFORCED 4 -�\� MONOLITHIC W.P. MEMBRANE W/ z d MONOLITHIC W.P. MEMBRANE W/ ° \\, CAP SHEET & PROTECTION BOARD V p ui 4 a . CAP SHEET & PROTECTION BOARD 4 c a \ RE: SPEC SECTION 07510 0 d ° 4 RE: SPEC SECTION 07510 w 4 v d `'�� 4 W •*�' UNCURED NEOPRENE FLASHING w d. UNCURED NEOPRENE FLASHING EXTENDED UP AND ONTO CURB W G . a d EXTENDED UP AND ONTO CURB N q SPRAY–APPLIED W.P. ° Q a ° 4 F� EXTEND DOWN FACE OF d 4 u ° a ° a d u3 c ° FOOTING N RE: E/A506 ° 4 d ° d a a ° PRECAST CONC DECK PLANKS ° a _- a . a d.4 PRECAST CONC DECK PLANKS �p a � - RE: STRUCT RE: STRUCT w w ° DRAIN RE: MECH/PLUMBING ° add a ° ° 4 4 q � 4 -a_ ° d ° d .� � � 4 4 09f�WDEVIlLoP6R a VAIL RESORTS 4 ' 4 DEVELOPMENT ® COMPANY AVON,COLORADO -- ARCHITECT of"CUM E W P.M. AT VENTILATION SHALT WALL D TERMINA,riONOF W.P.M. AT EAST' STAIR B W,P�M. AT NORTH STAIR LANDING TO DECK TRANSITION K �Ver.Co� FOR ADDITIONAL INFORMATION �cHR R.MN X RE: B/A509 DESIGN ARCHITECT HART I HO'4�G'ERTON NEW YORK,NEW YORK STONE CAP M - RE: DETAIL C/A506 SMUCTUM HNGINIM FOR DETAILING I fmws&NEWWLL&-4GIlr jwFj•e4c AVON,COLORADO C.I.P. CONC WALL RE: STRUCT MECHA.&IICAL ELECTRICAL ENGnrEER a AVON OL o EPDXIED ANCHOR ------_. � �- - ° a & LEDGER ANGLE - - - STONE VENEER d :Q CIVIL EiNGINEM y ALPINE ENGWRWLNC,G INC. RE: A/A508 -I �---�'�� . ° � °. . . �- vAlx_coLO�tADo i - EXTEND HOT-APPLIED W.P. -- ° d FIRE HYDRANT PIPE _ DRAINAGE MAT TO TOP OF WALL - TYP c °; a 4 4 v4 4 SOIL FILL RE: CIVIL & I�- PROJECT NUMBER: 2M-00 LANDSCAPE INSULATION/PROTECTION 4 AS REQUIRED L�IYEMAN PRIME RERPE ! I I FI 80ARD ROUT & SEAL_ JT v _ a a I 4 SEAL JOINT BE E NEEN 1 4 © ° ISSUE REVISION DATE EXTEND W.P. TO 1/2" OF GRADE FLANGE AND C�INCE'El'E — HOT–APPLIED W.P • AND PROVIDE BACKER ROD AND CURB PRIOR T�� c i SEALANT TO PROTECT LEADING EDGE INSTALLATION OF W.P. _ STONE VENEER d 04 CONST DOC OF W.P. 4- FOR PERMIT 07.23.04 #3 x WELDED TO EMBED PL — -� d v • 4 � 05 CONST DOC RE: - STRUCT FOR EMBED I UNCURED NEOPRENE FLASHING UNCURED NEOPRENE FLASHING i a d d \\\ a FOR PER-MIT 0&13.04 EMBEDDED IN HOT-APPLED W.P. ! a \ p WI SITE WALL '4 � TUNNEL REV. 09.10.04 3 HIGH X 6 DE I RE: STRUCT. HOT-APPLIED W.P. W/ ADD�L — ° 4 a 4 \\ 5B FIN CONST 01.03.05 CONC CURB W1 #3x CONT REINF SYSTEM AT STAIRS d ° RE: SPECS 4 4. ¢ 16 ADDENDUM 5 05.16.05 ROUGHEN SURFACE OF HOT-APPLIED W.P. MEMBRANE EXTEND SPRAY-APPI.€ED CONC TO 1�p AMPLITUDE ° W/ CAP SHEET & PROTECTION W.P. TO TOP OF WALL a BOARD CONT. DOWN FACE OF N RE: DETAIL A/506 ° I v FOOTING. N RE: SPECIFICATION d c. SECTION 07510 - I FOR ANGLE DETAIL ,y. +ti 4 e r .n•a. v - ° �1 4 .—'I •`` •' ?S - r.. .r�.a � ° d c a' DRAINAGE MAT ---- — ° ° 4 . v° a < t I--- 4. oc 4 4 d ._.�— 4 DRAINAGE MAT r1 4 4 d Q d ° f WATERPROOFING d .. 4 ° � � � � � � C.I.P. CONC STAIR RE: STRUCT cx 1i SHOWN� BOARD DETAILS DOWEL INTO TOPPING I l MECHANICAL SPACE TYPICAL THIS SHEET TUNNEL SLAB ti RE: STRUCT. BELOW STAIR RE SPECS FOR TYPE AND THICKNESS E �_M�. AT FIRE HYDRANT PENETRATION C W.PoM, AT 'FYP SITE WALL ON 'FUNNEL DECK rT W.P.M, AT NORTH STAID WALL TRANSITION A509 Q 2004 42140 ARCHITECTURE, INC. ADDITIONAL FOR FOR ADDITIONAL DRAINAGEMAT TRAI4OSITIONf0A� Gh PENETRAT ONS &I PFROTRUSIO L NS FROM BASE OF WALL RE: AVA510 A SHOTCRETE WALL M RE: C & D/A510 E 4-�A1`�DAI JOHN p STONE VENEER —III , I � �� � - `��.�•: • 4 • . • ' . . 4 SPRAY-APPLIED WATERPROOFING MEMBRANE SPRAY-APPLIED WATERPROOFING MEMBRANE j I---- `� �.:``�..Y^'_ ° 4 q . SHOTCRETE CIVIL RETAINING WALL ° EXTEND 12" MIN ONTO BITUTHENE SHEET - ' a EXTEND 12 MIN ONTO BITUTHENE SHEET 1 _ a RE: CIVIL & STRUCT c _ ° MEMBRANE III I MEMBRANE _ ?' _" '•� a °4 CONT. BITUTHENE SHEET MEMBRANE I CONT. BITUTHENE SHEET MEM3, ANE �I I I 4 `'`` �'�' ° °r '- ;• �: a G CAST-IN-PLACE CONCRETE TORCH OFF POLYETHYLENE LAYER c TORCH OFF POLYETHYLENE LAYER :: .. ° ¢ 4'a FDN WALL N RE. STRUCT 4- PRIOR TO APPLJCAl10N OF i PRIOR TO APPLICATION OF _ - ' = = Ir+� C SPRAY-APPLIED WATERPROOFpvG �'=�'` SPRAY-APPLIED WATERPROOFING I I I I I LLI I I - y=;`.;a:=,v.`';+• =i;-.�. a EPDXY ANCHOR LEDGER ANGLE q PROTRUDING SOIL SCREW RE: A/A506 z .4 j' w Q ;-:•t:.' z a ° CONT. VOLCLAY WATERSTOP-RX Q I I ! I 4° a g a a AT WALL JOINT I Q —III III a Y _— � :::_:��: ����: -'�•��::. I i 1 � � � . . . . - ° ANTICIPATED LOCATION OF COLD JOINT j IF ACTUAL. LOCATION DIFFERS FROM 1 I z CONT. VERTICAL VOLCLAY WA.TERSTOP---RX •:�=?:{ ,• 4 t WHAT IS SHOWN NOTIFY ARCHITECT FOR I __ ._. ... . . a a rT� AT WALL-TO-WALL JOINT - -� : .� oa SHEET METAL BOX WJ CLARIFICATION OF SPLICE CONFIGURATION CIA III III_ a ,. a d --- -.r,.r• ' . ::. PERIMETER FLANGE FOR ATTACHMENT TO SHOTCRETE a WALL N MINIMIZE PROJECTION --I I I- `':�~ ° a W •rr•�� q INTO FOUNDATION WALL AND ; �c'•ti•' 4 ° a G SET PREPRUFE MELuIBRANCE EXTENSION IN to i i1 M a d d I I I '- ~j `:. }f .•' COORDINATE WITH STRUCTURAL CONT. BED OF LIQUID MEMBRANE (LM3000) REQUIREMENTS N RE: STRUCT F� L� I -- :�� 'ti= _; —' '• _ I :�: b a AND LAP UP FACE OF WALL 8 MIN •' c - •c : '} ° a WATERPROOF METAL. 80X W --I �- , ° :a p j .:=••; :�:�'�; ° SET PREPRUFE MEMBRANCE EX"-ENSION BITUTHENE SYSTEM 4000 AND �''- ° I I : �;y- a ¢ iN CONTINIUOUS BED OF LIQUID MEMBRANE .__ _ -. F- 4 4 �:�• . PREPRUFE WATERPROOFING C) I _ '` f` LAP ONTO SHOTCRETE WALL I I — — `•�:::y : ° d AND LAP ONTO FACE OF WALL 8" CAIN I =y I " `'} MEMBRANE EXTEND 12 MIN 4 ,�� • 6 MIN ALL AROUND -• 1 � ° . ,,, I F"� • PREPRUFE WATERPROOFING _j ° .', d ABOVE SHOTCRETE WALL & O 4 a T I I_ `„� � '-"' `;'::`'.�,•�.' ° a 4 c PROTECT EXCESS FOR USE �,, �.. •: - COMPLETELY COMER BITUTHENE ��_� , c MEMBRANE M EXTEND 12 IAiN I i :ti•' ® IN SPLICING INTO SPRAY-APPLIED I 0 I I „• .i a ° c _ I :- :. ° W/ PREPRUFE TAPE AND LAP .a BEYOND SHOTCRETE WALL & ti - i- ONTO PREPRUFE PER MANUF. ;:;;..,:;F ~� - ° WATERPROOFING MEMBRANE ❑ ;:yM ;_ PROTECT EXCESS FOR USE I--- = �i' Q a a' c RECOMMENDATIONS c N —I I I— �: '• r.7: IN SPLICING INTO SPRAY-APPL�ED I I-_ _ _ .�>' C a ° 4 ° a 'WATERPROOFING MEMBRANE I I .�- �K';`• ° DRAINAGE MAT d d `�--- � � _ ,y�� °. 4 PREPRUFE WATERPROOFING `4 t:; G ° rn •R �.a G ° DRAINAGE MAT I I MEMBRANE N LAP 4 MIN V I I I-•- :,. ~•` _ I - ,i r _ ° ONTO BITUTHENE N TYP W I I F• SHOTCRETE RETAINING WALL ti r r ' ? e a RE: CIVIC. & STRUCT Q SHOTCRETE RETAINING WALL ~ : _ ,� a ow-iFit Duvaopm ti `..w• a. RE: CIVIL & STRUCT - , :�;;• 4 a DRAINAGE MAT •- ° •.', _ a a _ I- _�- - _ -'�= a I I •'! Y a CAST-IN-PLACE CONCRETE 'f---�- ~_ CAST-iN-PLACE CONCRETE :�:�• =`'�"`:s` a J 4 :� '"- `:; :: 4 ° FDN WALL RE: STRUCT VAIL RESORTS FDN WALL N RE: STRUCT DEVELOPMEN f COMPANY AVOV,COLORADO ARCHITECT of RBCCKD E BLIND SIDE W.P.M. AT HORIZONTAL 'TRANSITION D BLTI) SrDE �'Y-P .M. AT SOIL NAIL B BLIND SIDE W.P .M, AT VERTICAL TRANSITION � S AR�IITCCIEIl1E Caner.Colorado FOR ADDITIONAL INFORMATION ON FOR ADDITIONAL INFORMATION ON WALL M�RF►-�4Mt DRAINAGE MAT TRANSITION AT PENETRATIONS & PROTRUSIONS FROM DESIGNA�RCHrnjCr BASE OF WALL V RE: A/A510 SHOTCRETE WALL. N RE: C & D/A510 '•,.,.. •: r a . ,` . D _ ��' r s ° I TART i HO�'G ERTQN �•. p D :• •. ° SHOTCREl E RETAINING WALL hewYOxx N�V YORK _.= x y" a RE: CIVIL & STRUCT f I— CAST-IN-PLACE CONCRETE �� ;,r.Y: :'•; ° °. FDN WALL N RE: STRUCT - 7' .z D r— �'` _ a ' �_ a ° PREPRUF#= 1ATERPROOFING sTA"CTU 'L `o'"ESR r ° i �: ; n '• MEMBRANE - EXTEND TO BASE IKOVROgAVaI� cc�LORGioNOL 'nrc a ° ;.; �f n a '�:=, A� OF FOUNDATION '` •"" 4 z�RMANICAL aLEC77.CC*.M4GL,EER '- x '�•� q SHOTCRETE RETAINING WALL — �;.. ~,-`;• ••-. ° NIL & STRUCT — _ -' �' e a M-e ENGINEERS,M RE: C R Q �: a HYDRODUCT 600 AT BOTTOM 2' OF Avon,CoLOI.wo r� T D 4 �' • +s` �o `-�' v WALL M LAP FILTER FABRIC 6" MIN AT I I -;� -• '” TRANSITION FROM TYP DRAINAGE MAT ALPINEMNG I��INC. _ _ ~;•` ° a 4 a I ''" , ' {' TO HYDRODUCT 600 AND LAP VAH,COLO A 0 PREPRUFE WATERPROOFING =":rr D D _:.;• ° _ .,_, :` = dd HYDRODUCT 600 4' MIN 411 —I I— •`�• 'f c MEMBRANE N EXTEND 12 IrI1N _ :_= PRE-PLACED PIPE OR �` a 4 . ° ° PERIMETER DRAIN PIPING BEYOND RE: CIVIL r r r 4 i -'ti' �{ ° CONDUIT PENETRATION I I :• ° ^' BEYOND SHOTCRETE WALL & I •. _ �• a: . . . PROTECT EXCESS FOR USE ' ` n p -_I I I I 4• 4 ° a PROJE(,'TNUMBER: 20900.00 K'.X. '' •`" °•,;` ° ° 4 : a IN SPLICING INTO SPRAY-•MF'PL ED I f �" -s:' =r- 8" MIN _4;;�r: ti a a Q a WATERPROOFING MEMBRANE ..: :: = SEALANT N TYP I j- :; ! 4 4 —I I I— '•�.`°:''•a',.ti� ° ° ' a a a a da. ISSUE REVISION DALE • {':_ as ° ;Y:k°�, 4 ° SET PREPRUFE MI=MBRANCE EXTENSION : - ~ ,- 4 ° d FINAL CONST 01.03.05 1 _ A-tir 4 ° a a d IN CONTINIUOUS BED OF LIQUID MEMIBRANE _ a I I r':SY:_ ° _ _ • t�;,a , 4 AND LAP ONTO FACE OF WALL 8' MIN '~- ''- -• a e _ Q 16 AllDE\Dli?4I5 05_}6.05 • ��-� -_�� ' ° ° _���._ � . .° . a • � _ I _•m -. CONT. VERTICAL VOLCLAY WAZ ERSTC P-RX _ _. �: : CONT. VOLCLAY WATERSTOP RX y�;ti•= = ° d AT WALL-TO-WALL JOINT �..-;.•°� AT FOOTING-TO-WALL JOINT ° a c LIQUID MEMBRANE Wj 1" FILLETS I I I I :-.u � ° a ON EACH SIDE OF PREPRUFE z I MEMBRANE ❑ Ie ` id I ` rqY. =.: ° 4 a 4 _ I I I I I . '• ° 4 I Id °� I I I �` ..Y 4 t q ° ° ° a r�' � '- COMPLETELY COVER UQUID ❑ ` `"w . : I. T_ ° p MEMBRANE AT PIPE WITH! — :. .r: a a I-- " ;-:•. .mss' `$' MIN 0 1�° MIN D PREPRUFE TAPE d. I °;a y• d < ' PREPRUFE WATERPROOFING i I •:,k-�`•.• N I I -_= :• d a - - D MEMBRANE LAP 4 MIN ° .�: ;.''.; °. - ° a c "f ±, . ONTO BITUTHENE rr TYP ° q a a ° a' � .�_�• - _ ' _��r w d 4 a ° r. •.• DRAINAGE MAT f •�` ° 4 a - ° d a I III III_ I f. D a SPRAY-APPLIED WATF..RPROORNG MEMBRANE — I I I I I I I I N, SHOTCRETE RETAINING WALL - ,•: I I I I EXTEND 12 MIN ONTO BITUTHENE ;= RE: CIVIL & STRUCT CONT. BITUTHENE SHEET MEMBRANE ., N °> I I I I t:. ' CAST-IN-PLACE FOUNDATION 1 I I I I TORCH OFF POLYETHYLENE LAS ER f I PRIOR TO APPLICATION OF RE: STRUCT SPRAY-APPLIED WATERPROOFING � � ���:.;� D �INATE R P R O O FFI N G jy ..; r ..4.. o D 2 SIDED FORMED CONCRETE DRAINAGE MAT ~_` p a � � DETAILS QR PROTECTION BUNG N TUNNEL VIWATERPROOFM N Trn E BLIND SIDE Y.P.M. AT IIORIZONTAL TRANSITION g)i IND SIDE ll.P31. AT PENETRATION A BLIND SI DM .P.M. AT FOO TING I A51 0 System No. C-AJ-2110 System No. C-AJ-2098 System No, C-AJ-1278 System No, C-AJ-1140 ® 2004 42140 ARCHITECTURE, INC. F RATING - 3-M. F Rating - 3 Hr F RATING = 3-M. F Rating - 3 Hr - T RATING - 04R T Rating - 3 W T RATING = 0-FIR. T Rating - 0 Hr E 0f Cp���� L Rating At Anblent - Less Than 1 CFM/sq ft 3 L Rating At 400 F - 4 CFN/sq ft 4 E• RAHDAL 4 A 3 T-I 2 J�HN50N A6 R I,4 y .{}L �. ,� . �f �t r 1 .......... .. ... ° ° r •'I: �� 3 �: 1 f I �. . :. p� 4 2 q A :....... A 5 O o .' ,a.* 4'. AL° 4 2 mum A-A U �-+- A 1. Fbor or Wd awenbiy - Minimum 4-1/2 in. thick reinforced lightweight or Q A 5 . . SECTO A-A 2 normal weight (100-150 pct) concrete. Wall may also be constructed of any 6 W a UL Classified Concrete Blocks*. Maximum diameter of opening is 30-7/8 in. SECTEN A-A 1. Fbar or Wd Awembfy - Min 4-1/2 in. thick reinforced lightweight or SECTO A-A See Concrete Blocks (CAZT) category in the Fire Resistance Directory for normal weight 100-150 f concrete. Wall may also be constructed names of manufacturers. ir■■� ( Pc) Y 2. - One metallic pipe or conduit to be installed either of any UL Classified Concrete Blocks*. Flax dram of opening is 8 in. 1. Floor or An -- Min 2-1/2 in. thick reinforced lightweight or mammal height (100-150 pct) VJ See Concrete Blacks (CAM category in the Fire Resistance Directory concentrically or eccentrically within the firopeni system. The annular space between pipe or conduit and periphery of opening shall be mirianum 0 in. to concrete. Waill may also be constructed of any UL Classified Concede Blocks *. Max area of opening is w � for names of manufacturers. maximum 7/8 in. Pipe or conduit to be rigidly supported on both sides of 1024 sq in. with max dimension of 32 in. 2. Steel Sbeme (0pdw4 - Nom 8 in. diom (or smaller) Schedule 40 floor or wall assembly. The following types and sizes of metallic pipes-or See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. D (or thinner) steel pipe cast or grouted into floor or wail assembly. flush condu is may be used: 2 1h * Pambsld - Min clearance between pipes. conduits a tubing is 0 in. (point contact). M•rn with floor or wall surfaces. A. Steel Pi Nominally 30 in. diameter or smaller Schedule 1Q or clearance between pipes, eornduit or tubing and periphery of through opening is 1 in. Min clearance between * V 3 Through � - One nonmetallic pipe to be installed either � 1. Floor or � Aeee1r161y -- Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pct) Pe - gY ( ) { em. The annular concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 3 in. heavier) steel pipe, pipes, conduit or tubing and periphery of any ogle surface of through opening is 0 in. (point contact). �T� A .•••e� concentrically or eccentrically within the firestop syst conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following s !r■� '*� space between pipe and sfeeve(Item 3) shall be min 1/4 in. to max See Concrete Blocks (CAZT) category in the Fie Resistance Directory for Homes of manufacturers. B. Copper Pipe - Nominally 6 in. diameter (or smaller) Regular (or heavier) �• g g � PP �' '""g � 1-1/4 in. Pipe to be rigidly supported on both sides of fkhor or wall 2 Efeatriod fiDlMnebaiC Tubing•1• -- Nom 2 in. diem (or smaller) corrugated wall ENT constructed of copper pipe. and sizes of metallic pipes, conduits or tubing may be used: W assembly. The following types and sizes n nonmetallic pipes may be used. polyvinyl chloride (PVC). One tube to be centered within the firestop system. A nom annular space of 5/16 C. Copper Tubing - Nominally 6 in. diameter (or smaller) Type L (or heavier) A Steel Pipe -- Nom 12 in. diarn (or smaller) Schedule 10 (or heavier) steel pipe. ^/ copper tubing. B. Conduit -- Nom 4 in. diem (or smaller) steel electrical metallic tubing or steel conduit. F� A P h l Chloride PVC Pi Nam. 6 in. diam or smaller Schedule in. is required within the firestop system. Tube to be rigidly supported on both sides of floor or wall PP 9 olyvny (PVC) Pipe ( ) Y C. Copper Tubing Nom 4 in. diem or smaller Type L or heavier) tubing. 40 solid-core or cellular core PVC pipe for use in closed (process assembly. D. Conduit - Nominally 6 in. diameter (or smaller) steel conduit. mJ.-- ( ) copper �' See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Ma,eriols Directory for E. Conduit - Nominally 4 in. diameter (or smaller) steel elect6col metallic D. Copper `- Nom 4 in dram (or smaller) Regular (air heavier) copper pipe. v or supply) or vented (drain. waste or vent) pip'ug system. names of manufacturers. tubing B. Chlorinated Polyvirhyl Chkxide(CPVC) Pipe Nam 6 in, diam {or g ( MT). 3. Farrle -- (Not Shown) -- Used as a form to prevennt leakage of fill material during installation. Forms 3` f'oftq "ia6ertal -- (#Idt Shown) -- Mineral wool insulation firmly packed into opening as a temporary 3. Fi, Vbid or Card► MatM - Secant - Minimum 1/2 in. thickness of fill to be a rigid sheet material, cut to fit the contour of the penetrating item and positioned as required to ^/ smaller) SDR17 CPVC pipe for use in closed (process or supply) or form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required material applied within the annulus, flush with top surface of floor or with both accommodate the required thickness of fill material. Forms may be removed after fill material has cured. �■i� vented (drain, waste or vent) piping systems. to accommodate the required thickness of fill material. In floors form may be removed after fill material surfaces of wall. At the point contact location between pipe and concrete, a 4. Rk VaN or Qy Mabr --- Mortar -- Min 2-1/2 in. thickness of fill material applied within the C. A rylonitrike Butadiene Styrene (ABS) Pipe Nom 6 in. diam (or has cured. minimum 1/4 inch diameter bead of fill material shall be applied at the concrete/ annulus. Fill material is mixed at a rate of 2.5 parts dry mix to one part water by weight in accordance 0 smaller) Schedule 40 solid-care or cellular core ABS pipe for use in 4. Fit, VbW or Call N&W -- SWIM -- Min 2 in. thickness of fill material applied within the pipe interface on the top surface of floor and on both surfaces of wall. with the installation instructions supplied with fill material. closed (process or supply) or vented (drain, waste or vent) piping systems. annulus, flush with top surface of floor or with both surfaces of wall. Hlt_Ti CONSTRUCWN CHEMICALS, DIV OF HLTI CONSTRUCTION CHWICALS, W OF D. Flame Retardant Polypropylene (FRPP) Pipe Nam 6 in. diam (or smaller) HILTI CONSTRUCTION CHEMICALS, DN OF HILTi INC - FS-ONE Sealant HILT] INC -- Type FS635, CP636 or CP637 Schedule 40 FRPP pipe for use in closed (process or supply) or vented HILTI INC -- FS-One Sealant *blearing the UL Classification Marking *Bearing the UL Classifieation hark (drain, waste or vent) piping systems. +Bearing the UL Listing Mork 4. Meld Comer Pbfe - Min 18 ga. steel with max I.D. 1/4 in. larger than O.D. *Bearing the UL Classification Mark of pipe. Min. O.D. of cover plate to be 6 in. larger than O.D. of .pipe. Installed between underside of floor or both sides of wall between collar and floor or wall surfaces. VAII.RESORTS 5. Firubp DevW - Fireetop Color_- Frestop collar shall be installed in accordance with the accompanying installation instructions. Collar to be installed and latched DEVELOPMENT around the pipe and secured to underside of floor or both sides of wall floor using the anchor hooks provided with the collar. (Minimum 2 anchor hooks for 1-1/2 METAL PIPE THRU MUTIPLE P E N E T RATIONS I N comp and 2 in. diam 3 anchor hooks for 3 and 4 in. diem apes, and 6 ank:hor PLASTIC ENT PIPE I N AVON,colroRADo hooks for 6 in. diam pipes). The onchor hooks are to be secured with 1/4 in. CONCRETE : 3 - HR R CONCRETE * 3 - H R RATING CONCRETE : 3 - HR RATING °� diam by min 1-1/2 in. long steel expansion bolts, or equivalent, in conjunction with 6 1 nu n min 3 4 in. diam steel washers with one anchor bolt la each SCALE: N.T.S. c4.I-2M ? SCAM: N.T.S. CAJ-1278 SCALE: N.T.S. -»� steel is and / PAF If anchor hook HILTI CONSTRUCTION CHEMICALS, DN OF HILTI INC - CP 643 50/1.5'. CP 643 63/2'. CP 643 90/39, CP 643 11 Ole Dsnwr,oalmdo or CP 642 160/6` Frestop Collar & FIL Vbid or Cad► Uldin l� -- Sealant - Min 1/2 in. thickness of fill material System No. C-AJ-5090 System No. WW-D-1011 System RATING C-AJ-6006 applied within the annulus, flush with bottom surface of floor or both surfaces of F RATING = 3-F�, F RATING - 3-I#t. Ah�,armf wall assembly. Additionally, nom 1/4 in. bends of fill material applied between T RATING = 0-HR. A59elAbly Rating - 3 Fir - >x �ceorrecr concrete and Dover plate and between Dover plate and firestop device. L Ro At At11�1'lt - 4 Ft iri0l�'ial .fait Vldth - 3-1/�` T RATING = 0 FR. HILTI CONSTRUCTION CHEMICALS, c OF _ Ft Class II ioverlent Capabilities - 14Z Compression or Extension HARI'��HO�WERTON HILTI INC - CP601S, CP606 or FS-One Sealant L Rating At 400 F Less Than I ISq *Bearing the UL Classification Marking A 1 A AVW COLORADO hxc *R314GDENIMM AVM.coLCRADO 4. -' j•• �j.�.?. 1 AilIIVaffiIIQC. 3 r 1 1l t - A •;: :,. . rxDnaccrlcll 209oaoo SECTMN A-A _• . 4 ISSIs REV=0N DATB 1. Fbor or Wd 1 - Min 4-1/2 in. thick reinforced lightweight or '' 4 normal weight (100-150 pcf) concrete. Wall may also be constructed of Z 04 CONST'DOC any UL Classified Concrete Blocks*. Max diam of opening is 8 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory F4R>E�RMYT �'� f r�mes f mom octurers. 2• M Sleerr 1Optional) - Nom 8 in. diam (or smaller) Schedule 10 A SECTM A-A 05/06 CaNS'T DM o6.13A4 (or heavier) steel pipe. 07 BLDG 2/COMr. 09.02.04 3. Toro* Parofranb - One metallic pipe or tubing to be centered within 1, Wd � - Min 4-3/4 in. thick reinforced lightweight or normal 1. Floor or Wal Awn* - Min 2-1/2 in. thick reinforced lightweight or the firestop system. Pipe or tubing to be rigidly supported on both sides weight (100-.150 pcf) structural concrete. Wall may also be constructed of normal weight (100-150 pd) concrete. Wall may also be constructed of 08 BLDG.3/COMr. 09.24.04 of floor or wall assembly. The following types and sizes of metallic pipes any UL Ck sified Concrete Blocks*- Max area of opening is 560 sq in. or tubing may be used: any UL Classified Concrete ttiocks'. A. Steel Pipe - Nord 4 in. diam (or smaller) Schedule 5 {or heavier) See Concrete Blocks category �n the Fire Resistance Di with a max dimension of 28 in. 09 BLDG.4/CONNSr. 10.11.04 ( ell ry Directory See Concrete Blocks (CAZT) category in the Fire Resistance Directory steel pipe. for names of manufacturers. l0 BLDG 5/COIF. !0.25.04 Zt ,feint Syebrn - Max width of joint (at time of installation of joint for names of manufacturers. B. Copper Pipe - Nam 4 in. diam (or smaller) Regular (or heavier) copper 2. &may+ - Nom 23 in. wide (or smaller) by 4.5 in. deep (or smaller) T 5B FIINAL CC*= 01.03A5 system) is 3-1/2 in. The joint system is designed to accommodate a shaped aluminum enclosure containing factory mounted aluminum bars C. pipe. Coopper Tubing - Nam 4 in, diam (or smaller) Type L (or heavier) max 14 percent in compression or extension from its installed width. rated for 600 V. 4000 A or copper bars rated for 600 V. 500K The busway 6A/7A/WW10A/11 copper tubing The joint system shall consist of the following: shall bear the UL Listing Mark and shall be installed in accordance with 4 Tube hrubiio -Ploeliea+ - Nom 3/4 in., thick acrylonit►ile butadiene/ A. Packing Material - Min 4 pef mineral wool batt insulation installed in all provisions of Article 364 of the National Electrical Code, NFPA No. 70. glNAi,apNST 01,03A5 polyvinyl chloride (AB/PVC) flexible foam furnished in the form of joint opening as a permanent form. Pieces of bott cut to min width of The annular space between the busway and the periphery of the opening tubing. Annular space shall be min 1/2 in. to max of 1-1/2 in. 2-1/4 in. and installed edge-first into joint opening, parallel with shall be a min of 1 in. 15 ADDENDUM S 05.16.05 See Pkhsrms+ (QMFZ2) Category in the Recognized Component Directory joint direction, such that bait sections are compressed min 22 percent 3. Fa1ne - (Not Shown) - Used as a form to prevent leakage of fill material for names of manufacturers. Any Recognized Component tube insulation in thickness and that the compressed bolt sections are recessed from during installation. forms to be a rigid sheet material, cut to fit the material meeting the above specifications and having a UL 94 Flammability both surfaces of the wall. A 1 in. thickness of packing material is contour of the penetrating item and positioned as required to Classification of 94-5VA may be used. placed vertically over the installed inner layers and recessed from the accommodate the required thickness of fill material. forms may be 5� fNeeiop Stem - The firestop system shall consist of the following: top surface as required to accommodate the required thickness of fill removed after fill material has cured. A Packing Material -- Min 4 in. thickness of min 4 pcf mineral wool butt material. Adjoining lenghts of batt to be tightly-butted with butted 4. Fit, Vold or Cave Moteriai* - Trowd" Haft Compound - Min insulation firmly packed into opening as a permanent form. Packing seams spaced min 24 in. apart along the length of the joint, 2--1/2 in. thickness of fill material applied within the annulus. Fill material to be recessed from top surface of floor or from both surfaces B. Fill, Void or Cavity Material* - Sealant - Min 1/4 in. thickness of fill material is mixed at a rate of 2.5 parts dry mix to one part water by of wall as required to accommodate the required thickness of fill material applied within the joint, flush with both surfaces of wall. weight in accordance with the installation instructions supplied with fill material. HILTI CONSTRUCTION CHEMICALS, DN OF material. B. Fill, Void or Cavity Material* - Sealant - Min 1/4 in. thickness of fill HILTI, Inc. - CP601 s Fastomeric Frestop Sealant HILTI CONSTRUCTION CHEMICALS. DN OF p material applied within the annulus, fheh with'top surface of floor or *Bearing the UL Classification Marking HILTI,a INC. FS635 CP636 FI R E STO P i- I N G with both surfaces of wall. �n gng t�UL Classification is Mok Marking D�AI LS HILTI, Inc. FS-0NE Sealant *Bearing the UL Classification Marking TUNNEL & RESIDENCES PLASTIC PIPE IN INSULATED MTL. PIPE THRU WALL TO WALL JOINT IN ELECTRICAL BUSWAY IN • -- HR RATING- CONCRETE : 3 - HR RATING CONCRETE : 3 -- HR RATING CONCRETE : 3 - HR RATING CONCRETE . 3 � 1 SCALE: N.T.S. 7 SCALE: N.T.S. 5 SCALE: N.T.S. W-5 N4 SCALE: N.T.S. WWO-1101 CAd-211Q System No. C--AJ-8041 System No, W-L-3161 System No. W-L--3111 System No, C-AJ--3095 ®2004 4 ruRE, NC. F RATING = 34R. F RATINGS - 1 AND Z Hit (SEE ITENS I AND 4) F Ratings - I and 2 Hr F RATING = 3-FR, ��0 CO9 T RATING = 0 and 1 HIL T RATBE - 0 Ht T Rating - 0 Hr T RATING = 0, I/2 L 3/4 HR. (See: Item 3) �Q. , L RatlnB At Arlblent - 10 CFWsq ft L Raft At 400 F - Less Than 6 CFN/sq ft J E. RANDAL OHNSON A JOHNSON A A 41 5 4A A I 3 5 5 i 3 wrrrMr... un 4B r.+rrrr . • �+ r., •• •... �•. rrrrwe+ ;r �-- A W 3. ... 4 Z 4 1--� E� 3 A � o A SECTKN A-A W r� SECTION A-A 2 3 1. Wd Am m ib - The 1 or 2 Hr fire rated gypsum wallboard/stud wall ~ � O A SECTI� assembly shall be constricted of the materials and in the manner described Fill in the individual U400 Series Wall or Partition Design in the UL Fire �"� tv Resistance Directory and shall include the following construction features: 1. floor or Wall Aeeenr* Wain 2-1/2 in. thick reinforced lightweight or � � O 1. Floor or Wal Min 4-1 2 in. thick reinforced lightweight or SECTIIN A-A � - / A. Studs "C-T°' shapes studs 1� in. wide by 2 Y in. normal weight (100-•150 pcf) concrete floor or min 3 in. thick reinforced ..� normal weight (100-150 pcf) concrete floor or min 5 in. thick reinforced deep, fabricated from 25 MSG gate steel, spaced max 24 lightweight or normal weight concrete wall. Wall may also be constructed O lightweight or normal weight (100-150 pcf) concrete wall. Wall may also in. OC. of any UL Classified Concrete Blocks*. Flax dlam of opening is 6 in. (J be constructed of any UL Classified Concrete Blocks*. Max area of B. Wallboard G)Wum* - One laver of nom 1 in. thick, 24 See Concrete Blocks (WA category in the Fire Resistance Directory A � opening is 192 sq in. with max dimension of 24 in. in. wide gypsum liner and Yg in. thick, 4 ft. wide gypsum for names of manufacturers. W See Concrete Blocks (CAZT) category in the Fire Resistance Directory wallboard with square or tapered edges. The ks in. thick 2. Sleet Sleeve (Optional) -- Nom 6 in. diam (or smaller) Schedule 10 for names of manufacturers. gypsum wallboard type, number of layers, fastener type and 1, US Assembly The fire - rated gypsum wallboard/stud wall assembly shall be (or heavier) steel pipe cast or grouted into floor or wall assembly, flush W r Z ThrOiO P - Amax o( 4 pipes, conduits or tubing to be street orientation shall be as specified in the individual Wall constructed of the materials and in the manner specified if the individual U300 with floor or wall surfaces. installed within the opening. The space between pipes, conduits or and Partition Design. Max diam of opening is 4 in. or U400 Series Walt and Partition Designs in the� Resistance Directory and 3. Cobtea Aggregate cross-sectional area of cables in opening to be min 25 tubing shall be 1-1/2 in. The space between pipes, conduits or tubing The hourly F Rating of the firestop system is equal to the hourly fire rating of _ shall include the following construction features: percent to max 45 percent of the aggregate cross-sectional area of the Z and periphery of opening shall be min 1-5/8 in. to max 2-1/2 in. Pipe, the wall assembly in which it is installed. A. Studs Wall framing shall consist of either wood studs or channel shaped opening. Cables to be rigidly supported on both sides of floor or wall assembly. conduit or tubing to be rigidly supported on both sides of floor or wall 2, *11 OF.Shm - Max 4 in. dram cylindrical sleeve fabricated from min steel studs. Wood studs to consist of 2 by 4 in. lumber spaced 16 in. Any combination of the folkwing types and sizes of metallic conductor or fiber O W 0 assembly. The following types and sizes of metallic pipes, conduits or 0.016 in. thick (28 gouge) gale sheet steel and having a min 1 in. lap along OC. Steel studs to be min 2-1/2 in. +aide, fabricated from min 25 MSG optic cable may be used: n/ � tuir�g � be used: the longitudinal seam. Length of steel sleeve to be equal to thickness of galvanized steel, spaced max 24 in. OC. A. Max 5D0 kcmil single capper connector pourer cable with thermoplastic 1� A. 9 d Pilo - Nom 3 in. diam (or smaller) Schedule 10 (or heavier) wall. Sleeve installed by coiling the sheet steel to a diam smaller than the B. Gypsum Board* 5/8 in. 4 ft wide with square or tapered edges. The insulation and polyvinyl chloride (PVC) jacket: When single copper steel pipe. through opening, inserting the coil through the opening and releasing the coil gypsum wallboard type, number of loyers and sheet orientation shall be as conductor power cable is used, T Rating is 0 hr. o B. Copper Tubing - Nam 3 in. diam (or smaller) Type L (or heavier) to let it uncoil ag pint the circular cutouts in the gypsum wallboard layers. specified in the individual U300 or U400 Series Designs in the UL Fire B. Max 350 kcmil single conductor power cables with either aluminum or copper tubing Sleeve may also be formed of No. 8 steel wire mesh having a min 1 in. lap Resistance Directory. ax diom of opening is 4 in. copper conductors and cross-linked polyethylene XPLE insulation. When Q Nom 3 in. diam (or smaller Regular or heavier copper ry• � n9 � PP { ) �W � - { ) { ) ppe along the longitudinal seam. 2. 1110ie Sleeve - Op>lionel The nominal 4 in. diam steel electrical metallic single aluminum conductor power cable is used. T Rating is 0 hr. _ P 3. CoW - Aggregate cross-sectional area of cable in opening to be max tubing (EMT) or-Schedule 5 steel pipe friction fit into wall assembly and Installed When single copper conductor power cable is used, T Rating is 1/2 hr. -` Q OvM - Nom 3 in. diam (or smaller) electrical metallic tubing or 33 percent of the cross-sectional area of fie opening. The annular space flush with wag surfaces. C. Max 300 pair No. 24 AWG copper conductor tekcommunkation cables with steel conduit, between the cable bundle and the periphery of the opening to be min Y in. 3, tbMn Aggregate cross - sectional area of cables in cable tray to be max 25 polyvinyl chloride (PVC) insulation and jacket material. When telecommunication 3. Pipe Cotie W - (Optional) - Max 1 in. thick hollow cylindrical heavy to max X4 in. Cables to be rigidly supported on both sides of the wall percent of the cross - sectional area of the opening. The annular space cable is used, T Rating is 0 hr. density (min 3.5 pcf) glass fiber units jacketed on the outside with an oil assembly. Any combination of the following types and sizes of copper con- between the cable bundle and the periphery of the opening to be min 1/B in. D. Max three copper connector No. 6 AWC cable with polyvinyl chloride (PVC) service jacket. Longitudinal joints scaled with metal fasteners or factory- ductor cables may be used: to max 3/4 in. Cables to be rigidly supported on both sides of the wall assembly. insulation and jacket materiol. When multi--connector power cable is used, VAIL RESORTS applied self-sealing lap tape. Transverse joints secured with meta A Max 7/c No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket. Any combination of the following types and sizes of cables may be used: T Rating is 0 hr. fasteners or with butt-strip tape supplied with the product. A nom B. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jacket. E. Max 7/C copper conductor No. 12 AWG multiconductor power and control DEVELOPMENT annular space of 1-1/2 in. is required within the firestop system. The T C. Type RG 59/U coaxial cable with polyethylene (PE) insulation and jacket. A 6 pair - No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation and PVC jacket. cables with D'tfC or cross-linked polyethylene (XIPE) insulation and PVC COMPAW Rating is 1 hr when 1 in. thick pipe covering is used. The T Rating is D. Multiple fiber optical communication cable jacketed with PVC and having B. 24 fiber tic cable with I chloride PVC outer and subunit jacket. jacket. When multiconductor power and control cable is used, T Rating is D hr. when pipe covering is toss than 1 in. or is grriitted. _ a max OD of �' in. optic fnY (PVC) 1 AVON,COLORADO See Pi and Equipment is Covert Materials BRGU in C. Type RGU/59 coaxial cable with polyethykrhe (PE).insulation and O 3/4 hr. Pipe Covering - ( ) category E. Max Mac 3/c No. 12 AWG copper conductor steel clad cable. ARLa�r=0111hrlaooRD the Building Materials Directory for names of manufacturers. Any pipe (PVC) jacket. F. Multiple fiber optical communication cables bucketed with PVC and having a max Fkakop Syd n - The firestop system shall consist of the following; outside diam of 1/2 in. When fiber optic cable is used, T Rating is 3/4 hr. covering material meeting the above specifications and bring the D. The 2/C No. 10 AWG cable with ground with polyvinyl (PVC) insulation and A. Packing Material-Min 2 Y in. or 2-� in. thickness of min 4 pcf mineral G. flax 3 C co conductor No. 12 AWG rrhth Bare aluminum round polyvinyl FAF � � UL Classification Marking with a Flame Spread Index of 25 or less and wool bolt insulation firmly packed into opening on one side of the wall as jacket. / PPor ground, polyvin a Smoke Developed Index of 50 or less may be used. permanent form for 1 and 2 Hr wale respectively. Packing material t4 be E. 3/C No. 12 AWG cable with polyvinyl chloride (PVC) insulation in a nominal chloride (PVC) insulated steel, Metal-clad cable+. When MC cable is used, Malarial - Min 4 in. thickness of min 4.0 f mineral wool bott p P g T rating is 0. 4• � recessed from the room side of wall_ as required to accommodate the 1/2 in. flexible metal conduit. �uuwirh3crh� insulation firmly packed into opening as a permanent form. Packing required thickness of fill material. 4, FI„ Veld or Cow► Materiide Putty - Min 5/8 in. thickness of fill material applied AFC CABLE SYSTEMS INC DOW,cameo material to be recessed from top surface of floor or from both surfoces B. Fill, Void or Cavity Material-Sealant* - Min 1 in. thickness of fill material within annulus flush with both surfaces of wall. Fill material to be forced into 4. Pig McWW Alin 2 in. thickness of min 4.0 pef mineral wool bott insulation of wall as required to accommodate the required thickness of fill firmly packed into opening as a permanent form. Packing material to be recessed applied within sleeve, flush with surface of wall. interstices of cable bundle to the max extent possible on both surfaces of wall. yPLaNM material. 1/2 in. from top surface of floor or from both surfaces of wall as required to & MN Construction Chernicale, div. of HILIt INC. Additional fig material to be installed such that a min 1/4 in. crown is forrned D hANCIUMcr f11. Vold or Court Md*W - Sedwrt - Min 1/2 in. thickness of fill FS-ONE Sealant around the cable bundle and lapped over the steel sleeve. accommodate the fill material. material applied within the annulus, flush with top surface of floor or HILT] CONSTRUCTION CHEMICALS, DN OF 5. Fig, Void or CwAly Mokeriale -- Seda t Min 1/2 in. thickness of fill material HART I HOWERTON with both surfaces of wall. *Bearing the UL Classification Marking HILTI INC - CP618 Firestop Putty Stick applied within the annulus, flush with top surface of floor or with both surfaces of mall. HILTI CONSTRUCTION CHEMICALS, DN OF * HILTI CONSTRUCTION CHEMICALS, DN OF HILTI, INC. - FS-ONE Sealant Bearing the uL Cbsshfication Marking HILTI INC -- FS--One Sealant. *Bearing the UL Classification Marking *Bearing the UL Classification Mark MOMM&NEIML1310311161MOX AVOK ICOLC DO 111MCUM ELDMICAL91SIGUMM Hi-BI�IC AVON.COU RADO AIkIN88fIGA�. YAtl,COi[hRlhUO PROJECT NUIMBEL 2090000 ISSUE RIAMON DA18 04 CONST DOC FOR PERMIT 07.2304 05/06 CObW DOC 08.13.04 07 BIDE 2/COMr. 09.02.04 08 BIDG.3/CONST. 0924.04 09 B11)G.4/CObW. 101104 10 BLDG.5 1COWr. 102504 58 FINAL COIriST 01.03.05 6A/7A/8A/9A/IWII FINAL.CONST 01.03.05 16 ADDS 4DUM 5 05.16.05 S - FIRESTOPPING DETAILS n TUNNEL & RESIDENCES i r F MULTIPLE METAL PIPES CABLE BUNDLE IN GYPSUM CABLE BUNDLE IN CABLE BUNDLE IN IN CONCRETE : 3 - HR RATING SHAFT WALL: 2 - HR RATING GYPSUM WALL: 2 - HR RATING CONCRETE : 3 - HR RATING A552 4 SCALE: N.T.S. CAJ-W41 3 SCALE: N.T.S. WL 3151 2 SCALE. N.T.S. WL-3111 � SCALE. N.T.S. CAJ-305 System No, FF-D-1011 System No. FW-D-1011 System No, W-L-8019 System No, W-L-8019 ® 2004 42140 ARCHITECTURE, INC. Assembly Ra*g - 3•-W Assembly Rating - 3 Hr F Rating - 1 and 2 Hr (See Item 1, 3 and 4) T Rating - 1 and 2 Hr (See Items L 3 and 4) Nominal Joint Width - 3-1/2' Nominal Joint Width - 3-1/7 T Rating - 0, 1/2, 1, i-1/2 and 2 Hr (See Item 2) T Ra*v - 0, 112, 1, 1 .1/2 and 2 W (See Item 2) p4 C0t�9� Class II Movement CapaWlitles 14Z Compression or Extension Class H Movement Capabilities 14Z Corpression or Extension F E. RANDAL 2. lhm o Powhod One metallic pipe, conduit or tube to be installed either concentrically or eccentrically within the I�F C JOHNSON firestop system. The min annular space between the pipe, conduit or tube and the periphery of the opening shall be E min. 0 in. (point contact). The annular space between adjacent penetrants shall be min 3-1/2 in. The following types F O D and sizes of metallic pipes, conduits or tubes may be used: Steel Pipe Nom 4 in. dram (or smaller) Schedul 10 for heavier) steel pipe. G A - - ° •�� 4' • tt tt 111 • • Iron Pipe Nom 4 in. diam (or smaller) cast or ductile iron pipe. B A a .�• •' ° r• tt tt tit :'�' Conduit Nom 4 in. dam (or smaller) rigid steel conduit. °• - - •` ., it it 111 :fi ' Conduit Nom 4 in. diam (or smaller) steel electrical metallic conduit. 4• 1 l 111 1 • `. * ' : �' t it it ' Copper Tubing Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. a Copper Pipe Nom 4 in. atom or smaller) Regular or heavier) copper pipe. 0 1 l 1 111 t l a 3. F111, � or 0&* - Foam Ertl material applied within annulus flush with both surfaces of the wall. Min fill G ° 01 . '. -. . ..� material thickess for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. V �s a Q 1111 � 11 � L----E H a F '••*�-A. o 2. Steel Pipe Nom 8 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. :T: a 1. lleeernbly Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pct) structural concrete. Wall 3' Vp Cw#Wq Yale W Nam 1-1/2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed 1■� an the outside with an all-service jacket. Longitudinal joints sealed with metal fasteners or factory-applied, may also be constructed of any UL Classified Concrete Blocks*, self-sealing lap tape. Transverse joints secured with metal fasteners of with butt tape supplied with product. The min 3 2 !� space between adjacent penetrants shall ll be 2 in. �.; .y . •:��.• 0 1 [� Q See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. See Pipe mW � Glop - Molorkh (BRGU) Category in the Building Materials Directory for names of •T�s�:. `° manufacturers. Any lmpe covering meeting the above specifications and bearing the UL Classification Mowlang with a 1. Poor Aeeenrb§ Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. 2. Floor Aseei lift Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 4. FI, Void or Ca* Matdr - Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill Z Jobrt Syetem Max width of joint (at time of installation of joint system) is 3-1/2 in. The joint system is designed Jew Sgetem Max separation between edge of floor and face of wall (at time of installation of joint system) is material thickness for 1 hr F Rating is 4-3/4 in. 3 Min fill material thickness for 2 hr F Rating is 6 in. 3 2 4B 3B to accommodate a max 14 percent in compression or extension from its installed width. The joint system shall consist 3-1/2 in. The joint system is designed to accommodate a max 14 percent in compression or extension from its of the following: installed width. The joint system shall consist of the following: F1 FMTW MM A FMESN CNI MTEN I FKW CNBUTHSI C F1f&M CNIMTII1111 B !�■■1 A .t A Forming Material Min 4 pcf mineral wood batt insulation installed in joint opening as a permanent form. Pieces A Forming Material Min 4 pct mineral wool bolt insulation installed in joint opening as a permanent form. Pieces 2. Fiore Cal M Nom 1 in. diam (or smaller) flexible steel conduit. The min space between adjacent penetrants shall of bott cut to min width of 4-1/4 in. and installed edge-first into joint opening, parallel with joint direction, of batt cut to min width of 4-1/4 in. and installed edge-first into joint opening, parallel with joint direction, be 3-1/2 in. 2 4 1� such that butt sections are compressed min 42 percent in thickmess and that the compressed batt sections are such that bait sections are compressed min 42 cent in thickness and that the compressed batt sections ore 3. Flk VaW or MatA - Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill `= "' •" ' " .- 3 PP P Per Pr 1 PP y 3 recessed from top surface of the floor as required to accommodate the required thickness of fill material. recessed from top surface of the floor as required to accommodate the required thickness of fill material. material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. r(-/�]► J g g IY P Pa n9 9t Adjoining 9 9h Y spaced pa n9 length .. ,i. �+ Adjoining lengths of haft to be ti ht -butted with butted seams spaced min 24 in. apart along the length of Ad'oinin lengths of haft to be ti tl -butted with butted seams min 24 in. apart along the le h of the � y �• joint. joint 6 v; WQ o FlBREX INSULATIONS INC -- FBX Safing Insulation FIBRD( INSULATIONS INC -- FBX SaFing Insulation 2. Steel Did Nom 6 in. diam (or smaller) No. 28 gauge (or heavier) galve steel duct. The min space between adjacent �*�x I—t penetrants shall be 1-1/2 in. � � 2 �:,; �. � � M""J B. Fill, Paid or Cavity Material* -- Sealant Min 1/4 in. thickness of fill material applied within the joint, flush B. Fill, Void or Cavity Material* -- Sealant Min 1/4 in. thickness of fill material applied within the joint, flush 3` FIL Vod or �► MaWoP - Foam Fill material applied within annulus flush with both surfaces of the wall. Min fil 2 1 with top surface of floor. with top surface of floor. matcrial thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. 3 HILTI CONSTRUCTION CHEMICALS, DN OF HILTI CONSTRUCTION CHEMICALS, ON OF *Bearing the UL Classification Mark FEEM CRIMM E WIT CNIMI N F FROP CNIMTHN G HILTI INC -- CP601s Elostomeric Firestop Sealant HILTI INC -- CP601s Elostomerk Firestop Sealant *Bearing the UL Classification Mark *Bearing the UL Classification Mork 1. Wall Asso ft The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and System No. C-AJ-4017 in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory F RATING = 3-1K and shall include the following construction features: T RATM : 0-I A Studs Steel studs 3-1/2 in. deep, fabricated from 25 MSG gaIv steel, spaced max 24 in. OC. B. Gypsum Board* The gypsum board type, number of layers, fastener type and sheet orientation shall be as V1�T. RESORTS specified in the individual Wall and Partition Design. Max area of opening is 450 sq in with max dimension of 30 in_ DEVELOPMENT The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall asembly in which it is installed. COMPANY Z Through Pomtru rb A max of seven firestop configurations may be installed within the opening. The space between AVON,COLORADO firestop configurations. Unless otherwise indicated, the space between firestop configurations and periphery of A opening shall be min 3/8 in. Pipe, conduit, tubing or cables to be rigidly supported on both sides of floor or wd assembly. The T Rating of the sytem is dependent on the firestop configurations, as shown in the I*PMMA ta ble below. Any combination of the following firestop configurotions detaled herein may be Iced:5 3 Firrretop &oni m ton f Hr F hft 2 Hr F &ft rlrcrule T Rdkq Hr T RuN q Hr o.mer.Oolotsao A 0 1/2 BC 1 1-1/2 0 0 E 1 2 HART HOWERTON 1 E F 0 0 G 0 0 SECT01 A-A 2 3 A I Fkasim Dank AVOK COV111MOO 2. Cables Max 4 in. diam tightly bundled cable. The min space between adjacent penetrants'shall be 4 in. Cable bundle be an combinatio of the following s and sizes of cables: ' " •=-° Oaft1' �Y Y 9 tYPe - a�8nac G. Max 25 pair No. 24 AWG copper telephone cable with polyvinyl chloride (PVC) insulation and jacket materials. AVOKWURADO H. Max 7/C No. 12 AWG cable with PVC insulation and jacket materials. crMEMOVAM I. Multiple fiber optical communication cables with PVC jacket material and having a max outside diameter of 3/8 ° in. 1. Flom ar WoN Men% - Min 2-•1/2 in. thick reinforced lightweight or J. Max 3/C No. 12 AWG steel clod cables with PVC insulation and jacket materials. normal weight (100-150 pcf) concrete. Wall may also be constructed of K. Max 3/C No. 8 AWG c ablew with ground with PVC insulation and jacket matedols. PROJECT NUAMSR: 20900.00 L Max RG 59 coaxial cables with PVC insulation and jacket materials. any UL Classified Concrete Blocks *. Max area of opening is 1024 sq in. 3. FM. *M or Mote W - Foam Fill material applied Within annulus flush with both surfaces of the wall. Min with max dimension of 32 in. fitl material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. �� REVLSION DATE See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 04 CONST DOC 2. Cabla Troy * - The following types of cable trays may be used: B A Max 24 in. wide by max 4 in. deep open ladder cable tray with 2. Copper Tuber or Pipe Nom 1 in, diam (or smaller) Type L copper tube or nowt 1 in diam (or smaller) Regulary (or FOP.PBRIAT 07.23.04 channel-shaped side rails formed of min 0.050 in. thick steel with heavier) copper pipe. Min space between adjacent penetrants shall be 3 in. A-shaped rungs spaced 9 in. OC. 3. Tube bleubdion - Plot bm+ Nom 3/4 in. thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam 05/06 CONST DOC 08.13.04 8. Max 24 in. wide by max 4-3/16 in. deep open kidder cable troy furnished in the form of tubing. The min space between adjacent penetrants shall be 1-1/2 in. 07 BIDE 2/C01-8T. 09.0204 formed of min 0.097 in. aluminum with 7/8 in, wide by 1 in. deep See Pkallin+ (QMFZ2) category in the Plastics Recognized Component Directory for names of manufacturers_ Any rungs spaced 9 in. OC. Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability 08 BLDG 3/COWr. 0924.04 A max of three cable trays to be installed in the opening. Of the three Ciassificatikynoi 94-5VA may be used. 09 BT.DG.4/CONST. io.ii o4 cable tray only one may be aluminum. The annular space between the 4, FOP gin •he firestop system shall consist of the following: cable trays shall be a min 5-1/4 in. The annular space between the A. Fill, Void or Cavity Material* - Wrap Strip Two min 1 in. wide wrap strips applied in a single wrap, flush with 10 BLDG.S/CONST. 10.25.04 cable troy and the periphery of the opening shall be min 1 in. Cable both surfaces of wall. tray to be rigidly supported on both sides of floor or wall assembly. 5B FINAL C )Mr 01.03.05 3. Glee -• Aggregate cross-sectional area of cables in cable tray shall B. Fill, Void or Cavity Material* - Foam Fill material applied within annulus flush with both surfaces of the wall. be max 30 percent of the crass-sectional area of steel cable tray and Min fill material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. 6A/7A/ftA/9A/iQA/11 max 20 percent of the cross-sectional area of aluminum cable tray, FINALCONIST 01.03.05 based on a max 3 in. cable leading depth within the cable tray. Any C may b us of the folowing types and sizes of copper conductor cables Z p� Nom 2 in. diam or smaller Schedule 40 solid or cellular,core PVC i for use in 16 ADDENDUM 5 05.16.05 may be used: � �� � ( ) pipe A Max 350 kcmil single-conductor power cables with polyvinyl chloride closed (process or supply) or vented (drain, waste or vent) piping system. The min space between non-metallic (PVC) insulation and jacket. penetrants stall be 1 in. The min space between metallic penetrants shall be 3-1/2 in. B. 7/C No. 12 AWG copper conductor cable with PVC insulation and 3. FireetoP Spellem The firestop shall consist of the following: jacket. A Fill, Void or Cavity Material* - Wrap Strip Two min 2 in. wide wrap strips applied in a single wrap, flush with C. Max 100 pair No. 24 AWG cable with PVC insulation and jacket. both surfaces of wall. 4. Form (Not Shown) - Used as a form to prevent leakage of fill material B. Fig, Void or Cavity I6ateriol* - Foam Fill material applied within annulus flush with both surfaces of the wall. during installation. Forms to be a rigid sheet material, cut to fit the Min nil material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. contour of the penetrating item and positioned as required to accommodate the required thickness of fill materials. Forms may be removed after fill material has cured. 5� Fill, VoW or Call MatoW - Mortar - Min 2-1/2 in. thickness of fill material applied within the annulus. Fill material is mixed at a rate of 2.5 FI R ESTO P P I N G parts dry mix to one part water by weight in accordance with the installation DETAILS instructions supplied with fill material. HILTI CONSTRUCTION CHEMICALS, DIV OF TUNNEL & RESIDENCES HILTI INC - Type FS635 or CP636 *Bearing the UL Classification Marking CONCRETE FLOOR TO CONCRETE FLOOR TO CABLE TRAYS IN MULTIPLE PENETRATIONS IN FLOOR JOINT: 3 - HR RATING WALL JOINT : 3 -' HR RATING CONCRETE : 3 - HR RATING GYPSUM: 1 OR 2 - HR RATING- A553 4 SCALE: N.T.S. FFO•-101 t SCALIE: N.T.S. FNru-tots SCALE: N.T.S. CAJ-4017 SCALE: N.T.S. WL-eats 11 1 © 2004 42140 ARCHITECTURE. INC. 43 „ - �- x - o BOTTOM of SLA@k �` AL ti -- BOTTOM OF SLAB _ t ;` T�Y ` C, `,I-r N ED ! �!3 ' ST? -URA HEAD Fd ' META_ CEIL!NS RUNNER A --y 2" , 1/8" TO 1/4" GAP FILLED _ , 1/8" TO 1/4' GAP FILLED H SAD �- WITH CONT. SEALANT. f y k FLAN_ (CCNSSTRUCT HE--- _ I . _ �. >r L t J j: W TH FIRE-RATED SEALANT. r -�' '�}�0 Ai 1 ON' FOR NTICIPAT=C 'Ems— ;`�; ! �° r ASSEMBLY SHALL BE AIR IMPENETRABLE. METAL CEILING RUNNER WITH 2" _ 1/8" _v 114" GAP F`- ; 1 METAL CEILING RUNNER WITH 2' �' FLANGES (CONSTRUCT HEAD TO ; ! aV Ti7 FIRE RATED SERI `.T. �; -�� j F.AN"ES CONSTRUCT HEAD II - ' ALLOW 104 ANT C!PATED DEFLECTION J I' ASSEMBLY S-A L BE A h: is { ) II IMPENETRABLF PER UL SYSTEM #HW�-D-0010). (� ! ALLOW FOR ANTICIPATED STRUCTURAL DEFLECTION. '.FR BCAR3 3 LAYERS 5 8 TYPE-X (L 5/8" GYPSir'ul ! GYPSUM WALLBOARq WALLBOARD 1 ^V PLAN 2 1 '2" C-H STUD a ��� I ! r LL4 ! ' III v F 3 5/8" METAL STUDS 3 5/8" METAL STUDS 1 ' " I` 1. II 3 1/2" (R-1 i} FIBERGLASS BATT C 2 LA. _RS T`"PE X 5 3°'PSLAI '.;�LLL3CAPD i '� I I _. I � -. j �• . 3 1/2" (R-11) FIBERGLASS BATT i ���� INSULATION ® B2 A!�q B3 WALLS ONLY rC 3 _ I INSULATION y / i 1 ,;2" ACCT ST CAI_ y I ; ; METAL RUNNER _ - 1/8° `^. 1/w SAP F __ _ ��J I1 S1? -�'i: 1/8" TO 1/4" GAP FiLLED ! SIL! %N.Ti- FIRE R-.TED SEA_A.',< . I ASS= .'.B!Y S-4A_L 13E A!P - � � ' WITH SEALANT. ;I H METAL RUNNER IMPE NETR I ABU_ J -- / ® 1 M E-A_ -R U`-i N R I 1/8" TO 1/4" GAP FILLED x I 1 x „, i 1 . WITH FIRE-RATI D SLANT. Q 6 x B"W CONC. CURB ASSEMBLY SHALL BE AIR M ° (Rr: STRUCK'_) ® TYPE BAND B3 WALLS ONLY I IMPENETRABLE. .� a s a X — 1 i TOP OI= CC a II VAIL RESORTS i r WALL TYPE --- RATED WALL TOP of SLAa 'I DEVELOPMENT SIR-�►,1�: �� #�,. / ETC I� �,.,►>n..o � H� DETAIty u� Iw-D-OD1 o COMPANY I' AVON,COLORADO !� i B WALL TYPE --- NON---RATED WALL ���`�°��"� -RATED / STC hA et-w,uY I! I J 1 WALL TYPE W/O CONIC. _ CURB j 1 NON-RATED / STC #EA oT-w�1Y-e Denver,Colorado I! I 1¢ �2WALL TYPE -� W� CONC. CURB; WITH INSULATION - MOK RATED / STC KA >n win[-e nr [c�:v �xcxn�cr j ��ART I HOWERTON x WALL TYPE --- WITH CONC. CURB• WITH INSULATION I !�EWYORI[*1£WYOAK BOTTOM OF SLAB NON-RATED / STC KA sor- e --- !1 s�xvcr111iAT ENc>N� I MONIGE do%MWEU&NGLNEEAS,LNC { AVON,COLORADO !r I 1/8" TO 1/4" GAP FILLED bipcHmic—AL M-Bc cAL 1WG04EE t T-- 5� -�_ I �� WITH SEALANT. ASSEMBLY SHALL WEE.4GLNrmADic ¢ ; BE AIR IMPENETRABLE. AVON•COLOR1DO B01TCM OF S! _� METAL CEILING RUNNER WITH 2" 4v4„ UON € A>M �IN-> �» FLANGES (CONSTRUCT HEAD TO ALLOW` VAUI COLORADO FOR ANTICIPATED STRUCTURAL DEFLECTION) I I BOTTOM OF SLAB ` '/8" TC 1/4" GA? _ _LED - ---� -- 'I' l HEAD !; A'ITH F.PE--RATED S-Z` . ANT. X ` PROJECT NG'MBER: 20900.00 II ASSEm _" SHALL BE AIR NPENET?t,3__ - _ � I METAL CEILING RUNNER W;TH 2" FLANGES 2 LAYERS 5/$" )ETAL CE'LING RU�i'�=< .� T_ HEAD (CONSTRUCT DEAD .0 ALLOW FOR ISSUE REVISION DATE GYPSUM WALLBOARD I I ANTICIPATED STRUCTURAL DEFLECTION) 04 CONST DOC J! =LANGES (CONS RI_ v- +E'� TC �! LO,V --�_ =OR At\TICIPATED ITT_ T�•RAL �`F_EC71�V) ! 5/8" GYPSUM V - WALLBOARD ! I 1/8" TO 1/4" GAP FILLED FORPERI4IIT 07.23.x4 I• WITH SEALANT 05 CONST DOC _ 08.13.04 I- 2 LAYERS 5/8" T�'�= -X �� " I I k'IALLBOAR� �. H.-, I .� 1/2 RESILIANT " li w P SA TUNNEL REV. 09.10.04 CHANNEL WABLLBOARDUM 5B FUSIAL CONST 01.03.05 i! 16 ADDENDUM 5 05.16.05 II s•. 6" METAL STUDS I ' � .�.•._� �� I 3 5/8" METAL STUDS i G (R-19) FIBERGLASS BATT I PLAN r� I INSULATION ! P LAN 3 5/8" LAETAL ST.: i METAL RUNNER I' 3 1/2' (R-11) F13-__ L6S` 3 T - -�� ', I s I NSULA-ION I:�T- I , j 1/13 TO 1/4 GAP FILLED ! WITH SEALANT. ASSEMBL Y SHALL _ (METAL R-JNNER 1. �v BE AIR IMPENETRABLE. ;. 1/8 TO 1/4 GAP FILLED SILL ,� WITH SEALANT - �I ' j SILL 1 /8" _0 '/4" GAP = --ED � n i _ e 4a 6"H x 9"W CONC. CURB I firITH F.RE-RATES SE J1r-. q a (RE: STRUCT) ! I I ASSEMBLY SHAL, 3E '. R a x I ° x ! METAL RUNNER � :MPENETRABLE. 4 ° a a i Q �" p Q d - I i \ WALL TYPES , a _ Top of s!A_�_ TUNNEL p a 4.a _ - - TOP OF S E WALL /'rY I'E sc RATED WALLI� WALL TYPE "DEMISING" WALL WALL TYPE �- FURRED WALL c A NON- RRTIED / STC NA u�-wanr II NO.V�RATED / STC 5S �r-wRrr-e A601 DOOR & FRAME SCHEDULE (CONY'D. DOOR & FRAMESCHEDULE IQ 2004 42140 ARC t7ECTURE, INC. DOOR ROOM NAME SIZE DOOR FRAME _ : LABE! HARDWARE REMARKS DOOR ROAM NAME SIZE DOOR FRAME _ !ABEL HARDWARE REMARKS N0. WIDTH HEIGHT THK. TYPE MAT'L MAT'L HEAD JAMB SILT ! (MIN.) SET N0. WIDTH HEIGHT THK. TYPE MAT'L MAT1- HEAD ,IAMB SILL i MIN.) SET E' HAND'�L jOHNSON T41A GARAGE 7 19'-0' 8'-6" - D - - 61A501 31A501 - - HW Set:04 Overhead sectional door. T01A TUNNEL T-W T-0" 13/40 F WD I PT-20 WD!PT-20 - - - - HW Set: 14 Control keypad Miry " i e f - �-- - ---- - - i ---- -- - b A I _ I - �Y !105, i T41 B GARAGE 7 T T-0 1314 B WD, PT 121 HM 1 PT-12 41A702 31AT02 ; 1$0- HW Set:08 - T01 B TUNNEL 20-0 8-6m - E WD 1 PT-20 WD 1 PT-20 HW Set:04 Overhead sectional door wlcontrol Keypad. I i � s CD T41C GARAGE 7 - - - C HM ; PT-12 HM 1 PT-12 71A702 61A702 - 90 HW Set:09 Dumbwaiter door. -, T T03A MECH.ROOM 3-0 l�-0" 1314! B HM 1 PT-12; HM I PT-12 1 10IA702 91A702 - - HW Set:05 ` T41 D GARAGE 7 3'-0' T-W 1314" B HM 1 PT-12 HM 1 PT-12 41A702 3A702 - 180 HW Set: 10 T04A HOA STORAGE T-W T-W 13140 B i HM 1 PT-12 HM 1 PT-12 1 OIA702 9IA702 - - HW Set:06 T42A TRASH ALCOVE 3'-0' T-W 13140 B HM 1 PT-12 HM I PT-12 10/A702 91A702 ' - - HW Set:07 -- T06A TRASH ALCOVE 3'-W T-0" 13W B HM I PT-12 HM/ PT-12 101A702� 91A702 - - HW Set 07 II T43A UNIT 7 STORAGE 3'-0" 7'-0' 1314" s B ±HM I PT-12� HM/PT-12 - 10/A702 9IA702 - - - - ----- HW Set: T07A GARAGE 16 19'-0' 81-611 - - D - - i - 61A501 3!,4501 - - - HW Set:04 Overhead sectional door. - I�IIII w .i II T45A UNIT 6 STORAGE 3`-0" 7'-0' 1314" B HM I PT-12 HPT-12 1 10/A702 9IA702 I - - HW Set:06 T078 GARAGE 16 3'-0' T-00 1314' B WD I PT-12 HM 1 PT-12 4/A702- 31A702 - 1� HW Set 08 f T46A TRASH ALCOVE T-T T-00 1314" B - HM/PT-12 HM 1 PT-12 I 101A702 9/A702 - - HW Set 07 - - T07C GARAGE 16 - - - C HM!PT-12 HM 1 PT-12 71,4702 61,4702 - 90 HW Set:09 Dumbwaiter door. � Effs-4 0 T47A GARAGE fi 19'-00 $1-6" - D - - 61,4501 _ 31,4501 ? - - - HW Set:04 Overhead sectional door. T070 GARAGE 16 3'-0' T-0" - B HM 1 PT-12 HM 1 PT-12 ` 41,4702 3/A702 - 180 HW Set: 10 'I w a T470 GARAGE 6 Y-W T-0' 1314" B I WD 1 PT-12 HM 1 PT-12 41A702 3IA702 180 HW Set;08 TOM GARAGE 15 IT-W 8'•6' - D - - &A501 31,4501 - - HW Set:04 Overhead sectional door. T47C GARAGE 6 - - - i C 'HMI PT-12 HM 1 PT-12 71A702 61A702 - 90 HW Set 09 Dumbwaiter door. T08D GARAGE 15 3'-0" T-0" 13148 B WD 1 PT-1 2 HM !PT-12 41,4702 31,4702 - l 180 HW Set:08 � w � O 1 q w f , - I - ii V T47D GARAGE 6 3-0 T-0 1314" PT-i 2 HM 1 PT-12 4,,4702 31,4702 B ;HM 1 T 180 HW Set: 10 T T0$C GARAGE 15 - - - C �HM 1 PT-12 HM 1 PT-12 T1A702 61,4702 90 HW Set:09 Dumbwaiter door. I W U) -+ ----- 1 T48A GARAGE 5 19'-0" 8'-0` - D - - 6',4501 31,4501 ? - - HW Set 04 Overhead sectional door. T08D GARAGE 15 3'-V T,0" 1314° B HM I PT-12 HM f PT 12 41AT02 3IA702 - - 1$0 HW Set: 10 ,I f T48B GARAGE 5 3'-0" re 1314" B WD I PT-12t HMI PT-12 4.!A702 31A702 - 180 HW Set:08 T09A TRASH ALCOVE 3'4' T-0" 1314" B HM I PT-12 HMI PT-12 I DIA702 9IA702 - - HW Set 06 T48C GARAGE 5 - - - i C HM 1 PT-12�HM 1 PT-12 7/A702 61A702 - 90 HW Set 09 Dumbwaiter door. T10A UNIT 15 STORAGE 3-0 T-0 1314 B HMI PT-12 HMI PT-12 101,4702 9!,4702 - - HW Set 07 T48D GARAGE 5 T-W T-O' 1314" 1 B i HM 1 PT-12 HM 1 PT-12 4/A702 31A702 _ - - 180 HW Set 10 -- T12A GARAGE 14 19'-0" 8'-60 - D 6/,4501 I 31,4501 - - HW Set 44 Overhead sectional door. � T49A TRASH ALCOVE 3'-0" T-0' 13!40 8 HM 1 PT-12 HM 1 PT-12 1flIA702 91A702 - - HW Set 07 T#213 GARAGE 14 3'-0" T-0" 13140 B WD 1 PT t2 HM 1 PT-12 41A102 31A702 - 180 HW Set 08 j T50A UNIT 5 STORAGE i-W T-0" 13140 B HM I PT-12 HM I PT-12 101,4702 91,4702 - I - I-1W Set 06 T12C GARAGE 14 - - - C HM I PT-12 HM 1 PT-12 7/,4702 &A702 - 90 HW Set Dumbwaiter - - -- ! - - - I _ 09 Du wa ter door. j` T52A UNIT 4 STORAGE 3'-0" T-0` 1314 B HM!PT-1 21 HMI PT-12 ; 1 OIA702 9IA702 - - HW Set:06 T12D GARAGE 14 3-W T-00 1314' B HM 1 PT-12 HM/PT-12 41A702 31A702 - 180 HW Set: 10 0 T53A TRASH ALCOVE 3'-0" 7'-W 1 13/,4° B HM 1 PT-12 - 10IA702 _- 91A702 - - - HW Set:07 - -_--- T13A TRASH ALCOVE T-W T-0' 1314" B HM 1 PT-12 HM/PT-12 J 10fA702 1 91A102 - - HW Set 06 T54A GARAGE 4 19'-0` 8'-0' - D - J HM 1 PT-12 61A501 3/A501 - j - HW Set 04 i Overhead sec.tonal door. T14A UNIT 14 STORAGE 3'-W T-0" 1314' B HM/PT-12 HM 1 PT 12 i 10/A702 91,4702 - - HW Set 07 is T54B GARAGE 4 31-0" 7-00 1314" B WD 1 PT-12! HM 1 PT-12 41,4702 31,4702 - 180 HW Set:08 I T15A GARAGE 13 19'-0" $'-6" - D - - 6IA501 ' 31,4501 - - HW Set 04 Overhead sectional door. T54C GARAGE 4 - - - C 'HM/PT-12 HM !PT-12 71,4702 61,4702 - -90 HW Set:09 j Dumbwaiter door. T158 GARAGE 13 T-W 7'-0' 1314" B WD/PT-12 HM/PT-12 41A702 31A702 - 180 HW Set 08 T54D GARAGE 4 3'-0' T-0' 1314' B i HM 1 PT-12 HM /PT-12 4/A702 31A702 � 90 HW Set: 10 _ T15C GARAGE 13 - - - C HM/PT-12 HM I PT 12 7/A702 j 61A702 - 90 HW Set:09 Dumbwaiter door. 1' T55A GARAGE 3 IV-V 8'-60 - D - - 61A501 31A501 - - I - HW Set 04 Overhead sectional door. T15D GARAGE 13 3'-0" T-0" 1314' B HM/PT-12 HM 1 PT 12 4IA702 I 3IA702 - 180 HW Set 10 I owTER;DRVl OPE$ T55B GARAGE 3 3'-0" T-W 1314" I B WD 1 PT-12 HM !PT 12 4IA702 31A702 - 180 HW Set 08 T16A TRASH ALCOVE 3'-0" T-0" 13140 B HM I PT-12 HM I PT-12 ' 101,4702 9IA702 - - HW Set:06 - I - _ VAIL RESORTS T55C GARAGE 3 - - - C j HM I PT-12 HM I PT-12 71A702 6IA702 -- ; 9O HW Set 09 Dumb-Naiter door. -_ T17A UNIT 13 STORAGE 3'-0` T-0' 13/4" B ,HM 1 PT-12 HM I PT-12 141A702 91,4702 - - HW Set:07 DEVELOPMENT T550 GARAGE 3 3`-0" , 7-00 1314' 111M/PT-12 NM I PT 12 4!,4102 3!,4702 Y 180 HW Set 10 - --` -' - T19A HOA STORAGE 6'-0' 71-0" 1314,4 B HM 1 PT-12 HM 1 PT 12 10 A70 91,4702 - - HW Set: 12 COMPANY T56A TRASH ALCOVE 3'-0' T-0" 13140 B j W-A I PT-12 HM/ PT-12 10,'A702 9IA702 - I - HW Set OT T20A UNIT 12 STORAGE 3'-0" T-0" 1314" B HM I PT-12 HM/PT-12 10IA702 91A702 - - HW Set(� AvoN,co1.oR,�no ARUR CFCr OF RECORD T57A UNIT 3 STORAGE 3'-0" 7'-0" 1314" B HM/PT-12 HM 1 PT-12 10`A702 91A702 - - ` HW Set:06 - T21A TRASH ALCOVE T-V T-0' 1314" B HM I PT-12 HM 1 PT-12 IDIA702 1 91A702 - - HW Set 07 T59A HOA STORAGE 6'-0" T-0" 1314" B HP{1 I PT-12 HM 1 PT-12 10;,470 91,4702 - I HW Set: 12 - --� T22A GARAGE 12 19'-00 8'$0 - p -� - i y 61,4501 31,4501-� - - HW Set 04 Overhead sectional door. T60A UNIT 2 STORAGE 3'-00 T-T 13140 B HM/PT-12 HM/PT-12 10.`A702 91A702 - - HW Set 06 ` T22B GARAGE 12 3'-0" T-0" 13140 B I WD I PT-12 HM/PT-12 j- 4;A702 3/A702 - 180 HW Set 08 I „KC ,,�„� T61A TRASH ALCOVE 3-00 ` T-0" 1314° B a HMI PT-12 HM 1 PT-12 10,_A702- 91A702 _ 1 HW Set:07 - -�� - T22C GARAGE 12 - - - C HM I PT-12 HMI PT-12 7/A702 1 61A702 - 90 HW Set 09 Dumbwaiter door. °�� c _ _ T62A GARAGE 2 19'-0' 8'-6' - - D � - - 11 6JA501 31A501 - - HW Set 04 Overhead sectional door. T22D GARAGE 12 3'-0' T-0w 13140 B HM/PT-12 HMI PT-12 4IA702 3tA702 - 180 I HW Set 10 DFSIf�I ARCHtI'E('T I I T62B GARAGE 2 3'-0' 7'-00 1314" I B WD!PT-12 HM I PT-12 t 4r,4702 31,4702 - 180 HW Set 08 T23A GARAGE 11 19'-0" $'-6" - D - - 61,4501 31,4501 - - HW Set:04 Overhead sectional door. - --- - - - - -- __ - I I HART j HOWERTON T62C GARAGE 2 - - - C HPA 1 PT-12 HM/PT-12 i 71A702 6IA702 - 90 HW Set:09 Dumb waiter door. - T23B GARAGE 11 3'-0° T-0' 1314" B WD/PT-12 HM I PT-12 ! 4IA702 31,4702 - 180 HW Set 08 r�v�Y°RK, "OR" t II , T62D GARAGE 2 X-V T-0" 1314' FB HfA 1 PT-12 HM 1 PT-12 4,',4702 T-31,4702--- _ - 180 HW Set:10 T23C GARAGE 11 - - - C HMI PT-12 HM 1 PT-12 7/A702 I 61A702 - 90 HW Set 09 Dumbwaiter door. o M�� T63A GARAGE 1 19'-0' 8'-6" - D - - &A501 ' 3/A501 - - HW Set:04 Overhead sectional door. T23D GARAGE 11 3'-0" T-0' 1314" B HM I PT-12 HM 1 PT-12 4IA702 3IA702 - 180 HW Set 10 °°�•`�"�'�'�O SfECFiANIGAi,E1.L+CrRiL:AI.h'�iGlti"�R T638 GARAGE 1 3'-0° T-0' 13/4" B WD/PT-12 HM I PT 12 4'A702 3IA702 180 HW Set:08 -_- - T24A TRASH ALCOVE T-0' T4' 1314' B HM I PT-12 HM f PT-12 IOIA702--_1- 91A702 - - HW Set:0T �vGr��s a'` AV°.{,COWILADO T63C GARAGE 1 - - - C I HFA 1 PT-12 HM I PT-12 71A702 6IA702 _-=- 90 HW Set:09 Dumbwaiter door. - T29A UNIT 10 STORAGE 3'-0" 7'-0' 1314" B HM I PT-12 HM I PT-12 101A702 91A702 - - HW Set 09 1 Q� L'U _L S "DIR BNGL fG,LTG T63D GARAGE 1 3'-00 7'-0" i 3/40 I B ,hM 1 PT-12 HM 1 PT-12 4,:A702 31,4702 - 180 HW Set: 10 - - T30A TRASH ALCOVE 3'-0" T-0° 13/40 B HM 1 PT-12 HM 1 PT-12 101,4702 9!,4702 - - HW Set OT � '�°� T64A TRASH ALCOVE 3'-0" T-0' 13140 B WA/PT-12 HM/PT-12 ` 101A702 91A702 - - HW Set:07 T31A GARAGE 10 19'-W 8'-G' - D - - 6/A501 3IA501 - - HW Set:04 Overhead sectional door. PROJECT NINBER 20900.00 L� T65A UNIT 1 STORAGE 3'-0" T-0" 13/4" B HM f PT-12 HM/PT-12 + 10,,A702 91A702 _- ---- ' - HW Set:rA _-_ - T31B GARAGE 10 3-00 T-0" 13/4" B WD f P117-12;HM/PT-12 4!,4702 31,4702 - 180 HW Set a8 I i T66A BOILER ROOM T-O" 7'-V 1314' B HM I PT-12 HM I PT-12 10;"A702 1 91A702 HW Set:05A �_ - T31C GARAGE 10 - - - C HM I PT-12 FHM I PT-12 PA702 ' 6IA702 - 90 HW Set 09 - Dumbwaiterdoor. rssvE REVISION DATE j : . I - - ---? " " - I 04 CONST DOC T67A RECEIVING ROOM 3-0 T-0' 13/4 B FiM I PT-12 HM I PT-12 10,A702 9/A702 HW Set: 13 T31D GARAGE 10 3-0 T-0' 1314 B HM I PT-12 HM l PT-12 41A702 3IA702 180 HW Set 10 ' --"�-- - FOR PERNUT 07.23.04 � . r T67B RECEIVING ROOM 3-0 T-0' 1314 I F WD/PT-20 WD! PT-20 - - HW Set 02 T32A GARAGE 9 19-0 8-6 - D - - 61 A501 3IA501 - HW Set.04 Overhead sectional door. ----� -- --- -- -- - _ _ - - ---- - - -- -- - - - 05 CONST DOC 08.13.04 I� T68A FIRE COMMAND 3'-0" T-V 13/4" F WD 1 PT-20 WD 1 PT-20 - - - - HW Set:O3 T32B GARAGE 9 3'-0' T-0" 13/4" B WD/PT-12 HM/PT-12 4.1A702 31A702 - 180 HW Set 08 I A TUNNEL REST. 09.10.04 T69A HOA STORAGE 6'-0` T-0" 1314" B HM 1 PT-12 HM 1 PT-12 - - - - ! HW Set: 12 - T32C GARAGE 9 - - - C ;HM I PT-12 HM I PT-12 71A702 61A702 - 90 HW Set 09 Dumbwaiter door. FD1AL CONST 01.03.05 li T70A MECHANICAL ROOM 6'-0' T-0" 1314" B !HM I PT-12 HM/ PT-12 L - - - - HW Set 12 T32D GARAGE 9 T-W 7'-0" 1314" B HM 1 PT-12 HM/PT-12 41A702 I 3IA702 - 180 HW Set 10 --- ---_ -- --- _ t5 ADDENDUM 5 05.16-05 ST01A STAIR 1 3'-0` T-0` 13140 B HM I PT-03 HM I PT-03 - - - - HW Set:01 Control keypad T33A TRASH ALCOVE 3'-0" T-0' 1314" B HM 1 PT-12 HM f PT 12 10!,4702 91P.702 - - HW Set:OT ! + - -- I - /p --- -__ I ST02A STAIR 2 T-T 7'-0" 1314"-,- B HM I PTO HM 1 PT-03 - - -`--- - - HW Set:01 Control keypad ---- `- - T34A UNIT 9 STORAGE X-O" T-V 13/40 B HMI PT-12 HMI PT-12 10IA702 9/A702 - - HW Set:06 T36A FAN ROOM 3'-0' T-0' 1314" B HM I PT-12, HM I PT-12 - - - - HW Set: 12 I `I T37A HOA STORAGE 6'-0' T-0' 1314" B l HM I PT-12 I HM I PT-12 10 A7 91,4702 - - HW Set: 121 T38A UNIT 8 STORAGE 3'-0' T-0° 13140 B HM 1 PT 12 HM f PT-12 10/A702 91A702 - - HW Set 06 I T39A TRASH ALCOVE 3'-0" T-0' 1314" B HM I PT-12 HM 1 PT-12 101,4702 91,4702 - - HW Set 07 T40A GARAGE 8 19'-00 8'-6" - D - - 6IA501 31A501 - - HW Set 04 Overhead sectional door. i T40B GARAGE 8 T-W T-0" 1314" B WD I PT-12 HM 1 PT-12 j 4/A702 3 7A!02 - 180 HW Set 08 T40C GARAGE 8 - - - C HM 1 PT-12 HM/PT-1 2 7IA702 61A702 - 90 HW Set 09 Dumbwaiter door. T40D GARAGE 8 T-W 7'-0' 1314' B HMI PT-12 HMI PT-12 41A702 i 3/A702 - 180 HW Set 10 DOOR MATERIAL LEGEND -- - _ - � I !MATERIAL FINISH REMARKS j DOOR & FRAM E'j Hal HOLLOW METAL PT PAINTED SCHEDULE WD WOOD ST NOT USED NOTES: TUNNEL I 1. Finishes,Refer Specification Section 08710. I 2. Refer Residential Package for Main Level dumbwaiter doors. s I' 2004 42140 ARCH!TECT:3;ZE. INC. 7.'-- : : RE: FLOOR PLANS FOR RE: FLOOR PLANS :'OR RE: FLOOR PLANS FOR RE: FLOOR PLANS FOR , ., ,.: WALL T�'P ES l: WALL -YPES i I ' ' V col `� II ' WALL TYPES I I WALL TYPES I I ; BSc. _ .ti`s O I i f F°;� W'OCJ ��21M 1 I W00 TRIM 1 �4 4 .. PTD D 1}�4 :: C� PTD WOOD TRIM y4 I -� PTD WOOD TRIM 4 ' (PT-14}; TYP Q "4}; -;P (PT-14); TYP �.. y (PT-t 4); TY? A E. r AC i1_ ter, Eff DOCK AND FRAME, DOOR AND FRAME, i DOOR AND FRAME, DOOR AND FRAME, RE: DCOR SCHEDULE I RE: DOOR SCHEDULE RE- SCHEDULE i W RE: DOOR SCHEDULE ` H Q II A >I it NON—RATED D001i HEAD �i V1 10 3- - , 1 12 HR DOOR HEAD 0 2 HR WALL 31IR DOOR HEAD W vo o V II; I i I PTD WOOD TR M (P--'4); TYP — 2" PTD WOOD TRIM I 2" II (PT-14); TYP I R I� DOOR AND FRAME, PTD WOOD TRIM (PT-14); TYP 2 U � 11 RE: DOOR SCHEDULE DOOR AND FRAME. F� 0 DOOR AND FRAME -._ 1-1 L RE: DOOR SCHEDULE RE: DOOR SCHEDULE I IMMY RE: FLOOR PLANS FOR i v WALL TYPES 6 - i PTD WOOD TRtM I w. 1 (PT-14); TYP '8 I _ RE: FLOOR PLANS FOR -- I 3" WALL TYPES ; OWNE DEVL o�x I- - --- -- - ---• � y2 �2 � _ RE: FLOOR PLANS FOR � I WALL TYPES vAIL RESORTS I � - PTD WOOD TRIM 0 1 _ � 2 HR D 0 OR JAMB � 2 HR WALL �. � DEVELOPMENT (PT--14); TYP - --- y2" 3y2" COMPANY 3" •-�- AVON,COLORADO �I � 1 DOOR AND FRAME, RE: FLOOR PLANS FOR I RE: DOOR SCHEDULE i WALL TYPES ARCHrME r OF MMI� II I PTD WOOD TRIM I 3HR DOOR JAMB (PT-,4); TYP A 1 , I I L ARGFiffEC-PURE +. 0 NO�N�RA UE D DOOR JAMB DOOR AND FRAME, I Cokcado RE: DOOR SCHEDULE i DESIGN ARCHrrECr I< S DOOR AND FRAME BEYOND. HART I HOXXTRTON i I I RE: DOOR SCHEDULE NBWYORK,hEWYaRK i I S MLP ?LAL 124Q FUTURE RESIDENTIAL MohxoEAVON COlO 'LVC I i CONSTRUCTION UNDER i t i MHGETAI�YGAI ELELTAICe1L 6NGLVEE& = I SEPERATE PACKAGE MEENGINMF%X%(NC DOOR AND FRAME, (PT-14); _a I I Avoar,cot oa wo PTD WOOD TRIM TYP APPROVED DOOR BOTTOM, RE: DOOR SCHDULE AND i. CIVIL MiGLNEu, RE: DOOR SCHEDULE 1 " r -- i t ALPINE hNGL' EEMG,LNG RE: FLOOR PLANS FOR C I i HARDWARE SET II VAU..COLOPLkDO is WALL TYPES I STONE GHRESHOLD, RE: FLOOR PLANS FOR WALL TYPES :i — — — RE: INTERIOR DWGS. PROJECT NUMBER 20900.00 PTD WOOD TRIM I (PT-14); TYP A — — — — F ISSUE REVISION DATE II ILL 1 04 CONST DOC 4 d FOR PERMIT 07.23.04 j 1 1 2 HR DOOR SILL M 2 HR WALL a € 05 CONSTDOC 08.13.04 AnINNEL REV. 09.10.04 Q CONCRETE STAIR. AF L"sAI CONST 01.03.05 RE: STRUCTURAL DWGS. i Z116 Z116 Q 1 ib ADDENDUM 5 05.16.05 C I CONCRETE WALL, 8 �3- ��_a" RE: STRUCTURAL DWGS. 4 � I 3 HR DOOR THRESHOLD I 2 3" _ V-00 — -- � I 1 i E I i 20'-D" 19'-0" 3'-0" L t 3'-0" I 000 ❑ill ❑❑ ❑❑❑❑ '❑� ❑❑� ❑❑❑❑ --�--* ' \ ©�J© _ _II.�❑❑❑ I ❑❑❑❑ ❑II❑❑L I ❑❑❑❑ it DOORS 0 BOTH LEVELS 0 i I i TO BE PROVIDED BY o j co ! ` DUMBWAITER MANUFACTURER. w a o J DOOR VERIFY SIZE TO MATCH WITH I I R CUSTOM DUMBWAITER CAR SIZE � ° ELEVATIONS / (A UNIT -- 27"W X 28--1" A� CLR. INSIDE). a z PER I �! (a UNIT - 23"w X 2s- " MANUF. 1 & DETAILS CLR. INSIDE). TUNNEL G F E D B A I I A702 �I 1 TUNNEL DOOR ELEVA`1�IQNS !@ 2004 42140 ARC!-1-EC-(,F:-', INC. ROOM FINIS11 SCHEDULE (CONT1101) IROOM FINISH SCHEDULE ROOM ROOM NAME FLOOR I BASE SOUTH WALL WEST WALL NORTH WALL EAST WALL CEILING REMARKS ROOM ROOM NAME FLOOR BASE SOUTH WAIL WEST WALL NORTH WALL EAST WALL. CEILING REMARKS N0. N0. ATL FIN. MATL. FIN, MATL FIN. MATL. FIN. MAX. FIN. MATL FIN. MATL FIN. M MATL FIN. MATL FIN. MATL. FIN. MATL. FIN. MATL FIN. MATL FIN. MATL. FIN. E. RANDA.L T66 BOILER ROOM C - - - C ; DL C DL GWB TS/DL C DL C -- 2" Ducfi Liner T01 TUNNEL C - - - - - C - C - C - C - P ' W J41�NSU;J TUNNEL SIDE T67 RECEIVING ROOM C - - - GW8 1 PT-10 GWB PT-10 GW8 PT--10 GWB PT-10 C -- I T03 MECH. ROOM C - - - C DL GWB TS/DL GWB TS/DL C/GWB DL C - 2" Duct Liner T68 FIRE COMMAND C - - - GWB PT-'O GWB PT-10 GWB PT-10 GWB ST _ C- y - I T03A NOT USED -- _ _ - _ _ _ _ _ _ - _ _ I I 41 d \ t T69 HOA STORAGE C - - - C - C - C - - - C - i T04 HOA STORAGE C - - - C - GWB TS GWB TS GWB TS C - T70 MECHANICAL ROOM C - - - C - C - C - C - C - 4" Duct Liner - East Wall T05 UNIT 16 STORAGE C - - - GW8 PT-11 - - GWB PT-11 GWB PT-1 i C -- PC cot's unfinished ST01 STAIR C - - - C ST C ST C ST - - - - All Steel PT-02 T06 TRASH ALCOVE C - - - GW8 PT-10 GW9 PT-11 - - GWB PT-11 C - ST02 STAIR C - - - C ST C ST C ST C ST - -- All Steel PT-02 T07 GARAGE 16 C - - - GW8 PT-11 GWB PT-11 GW8 PT-11 GWB PT-11 C - PC cot's unfinished T08 GARAGE 15 C - - - GWB PT-11 GWB PT--11 GWB PT-11 GWB PT-11 C PC cols unfinished I i U T09 TRASH ALCOVE C - - - GWB PT-10 GWB PT-10 - - GWB PT-10 C - PC cot's unfinished I 0 N wo T10 UNIT 15 STORAGE C - - - G I -- GWB PT-11 GWB PT-11 GWB PT-11 C - PC cot's unfinished � ; � 1-4 T11 GUEST PARKING C - - - C 1. - C - - - GWB PT-10 C - PC Col's unfinished A >4 T12 GARAGE 14 C - - - GWB PT-11 GWB PT-11 GWB PT-11 GWB PT-11 C - PC cot's unfinished T13 TRASH ALCOVE C - - - GWB PT-10 GWB PT-10 - - GWB PT-10 C - PC cot's unfinished T14 UNIT 14 STORAGE C - - - GWB PT-11 GW8 PT-11 GWB PT-11 GWB PT-11 C - PC cot's unfinished T15 GARAGE 13 C -- - - GWB PT-11 GWB PT-11 GWB PT-11 GWB PT-11 C - PC cot's unfinished I O V T16 TRASH ALCOVE C - - - GWB PT-10 GWB PT-10 - GWB PT-10 C - T17 UNIT 13 STORAGE C - - - C - GWB PT-11 GWB PT-11 GWB PT-11 C ? ►✓ 118 GUEST PARKING C - - - C - C - - - GWB PT-10 C - PC cot's unfinished I N x ROOM FINISH MATERIALS LEGEND T19 HOA STORAGE C - - - C - GWB PT-10 - - C - C - PC cot's unfinished T20 UNIT 12 STORAGE C - - - C - GWB PT-11 GWB PT-11 GWB PT-11 C 0- T21 C - - - GWB PT-10 GWB PT-1 G GWB PT-10 GWB PT-10 C - w TRASH ALCOVE FLOOR BASE WALL CEILING REMARKS � - - _ T22 GARAGE 12 C GWB PT-11 GWB PT-11 GWB PT-11 GWB PT-11 C PC cot's unfinished C CONCRETE - NO BASE C ; CONCRETE C CONCRETE - _ - - T23 GARAGE 11 C GWB PT-11 GWB PT-11 GW8 PT-11 GWB PT-11 C PC cot's unfinished DL DUCT LINER GWB GYPSUM WAL'.. BOARD T24 TRASH ALCOVE C - - - GW8 PT-10 GWB PT-10 - - GWB PT-10 C GW3 GYPSUM WALL BOARD PT PAINTED � _ !i i T25 UNIT 11 STORAGE C - - GWB PT-11 GWB PT-11 GWB PT-11 - - C -- PC cot's unfinished P PAINTED - NO FINISH - T26 GUEST PARKING C - - C I - C - - - GWB PT-10 C - ST STONE VENEER - - - _ - _ - _ T27 GUEST PARKING C C GWB PT-10 C C OWNWDIEVU.0PER TS TAPED & SANDED T28 NOT USED - - - - - - _ _ _ _ _ _ - - VAIL RESORTS ' NO FlN S i T29 UNIT 10 STORAGE C -- - - C - GW8 PT-11 GWB PT-11 GWB PT-11 C - ' DEVELOPMENT T30 TRASH ALCOVE C - - - GWB PT-10 GW8 PT-10 GWB PT-10 GWB PT-10 C - ! COMPANY CONSTRUCTION NOTES: Avon,coroxnDo 1. Al hinge 0e door jambs are located 4'from adjacent wall unless dimensioned olherwise,Re,21A4.'a T31 GARAGE 10 C - - - GWB PT-11 GWB PT-11 GWB PT-11 GWB PT-11 C - PC cot's unfinished Aac I!OF RECORD T32 GARAGE 9 C - - - GWB PT-11 GWB PT-11 GWB PT-11 GWB PT-I1 C - PC Col's unfinished j C - - GWB PT--10 W PT- - - W PT- - ! I � 'A ' T33 TRASH ALCOVE GWB 10 G 8 10 C T34 UNIT 9 STORAGE C - - C I. - C - GWB PT--11 GWB PT-11 C - ARCHnIMM T35 GUEST PARKING C - - - C/GWB /PT-10 C - - - GWB PT-10 C - PC cot's unfinished Denver.Colorado T36 FAN ROOM C - - - C - C - C - C - C - 4" Duct Liner - East Wall � DESIGN ARCUnTiCT T37 HOA STORAGE C - - - C { - GWB PT-10 - - C - C - PC Col's unfinished 14ART I HOWERTON NET T38 UNIT 8 STORAGE C - -- - C - GWB PT-11 GWB PT-11 GWB PT-11 C - NEW YoRx. I l T39 TRASH ALCOVE C - - - GWB PT-10 GWB PT-10 GWB PT-10 GWB PT-10 C - ,� I t MONROE&mEWEU ENGLNEFRS,M T40 GARAGE 8 C -- - - GW8 PT-11 GW8 PT-11 GWB PT-11 GWB PT-11 C - PC cot's unfinished I j AVON,COLORADO I i ` T41 GARAGE 7 C - -- - GWB PT-11 GW8 PT-11 GWB PT--11 GW8 PT-11 C - PC Col's unfinished M-EEINGLTdEEIMINC AVON,COLORADO T42 TRASH ALCOVE C - - GWB PT-10 GWB PT-10 - - GWB PT-10 C - + MU E-%JGLNTM AIXINGE. COLORADO B NGZiHEERIWG,LtiG 143 UNIT 7 STORAGE C - - - C - C - GWB PT-11 GWB PT-11 C - YAII., T44 GUEST PARKING C - - - C/GWB -/PT-10 C - - - GWB PT-10 C - PC cot's unfinished PROJECT NUMBEA: 20900.00 T45 UNIT 6 STORAGE C - - - C - GWB PT-11 GWB PT-11 C - C - T46 TRASH ALCOVE C - - -- GWB PT-10 GW8 PT-10 GWB PT-10 GWB PT-10 C - ISSUE REVISION DATE T47 GARAGE 6 C - - - GWB PT-11 GW8 PT-11 GWB PT-11 GWB PT-11 C - PC Col's unfinished I 04 coINsTDOc i T48 GARAGE 5 C — - - GWB PT-11 GWB PT-11 GWB PT-11 GWB PT-11 C - PC cot's unfinished i i FOR PER 07.23.04 T49 TRASH ALCOVE C - GWB PT-10 GWB PT-10 - - GWB PT-1O C AT50 UNIT 5 STORAGE C - - - C - C - GWB PT-11 C - C - PC Col's unfinished IUNNEi` REV. 09.10.04 151 GUEST PARKING C - - - GW8 ' PT-10 GWB PT-10 - -- GW8 PT-10 C - PC Col's unfinished 5B MgAi.CONST 01.03.05 T52 UNIT 4 STORAGE C - - C - GWB PT-11 GWB PT-11 GWB PT-11 C - PC Col's unfinished 16 ADDFINDUM 5 05.16.05 , T53 TRASH ALCOVE C - - - GWB PT-10 GWB PT-10 GWB PT-10 GWB PT-10 C - T54 GARAGE 4 C - - - GWB PT-11 GWB PT-11 GWB PT-11 GWB PT-11 C - PC Col's unfinished ! T55 GARAGE 3 C - - - GWB PT-11 GWB PT-11 GWB PT-11 GWB PT-11 C - PC Col's unfinished I F T56 TRASH ALCOVE C - - - GWB PT-10 GWB PT-10 - - GWB PT-10 C - T57 UNIT 3 STORAGE C - - - C - C - GWB PT-11 GWB PT-11 C - 1 158 GUEST PARKING C - - - GWB PT-10 C - -- -- GWB PT-10 C - PC cot's unfinished T59 HOA STORAGE C - - - C - GWB PT-10 - - C - C - PC Col's unfinished k I T60 UNIT 2 STORAGE C - - - C - GWB PT-11 GWB PT-11 GWB PT-11 C - I T61 TRASH ALCOVE C - - - GWB PT-10 GWB PT-10 GWB PT-10 GWB PT-10 C - I T62 GARAGE 2 C - - - GWB PT-11 GWB PT-11 GW8 PT-11 GWB PT-11 C - PC cot's unfinished T63 GARAGE 1 C - -- - GWB PT-11 GWB PT-11 GWB PT-11 GWB PT-11 C - PC Col's unfinished T64 TRASH ALCOVE C - - - GWB PT-10 GWB PT-10 - - GWB PT-10 C - T65 UNIT I STORAGE C - - - GWB ROOM FINISH PT-11 GWB PT-11 GWB PT-11 - - C - PC Col's unfinished SCHEDULE l � TUNNEL � l � L I I© 2004 42140 ARCHITECTURE, INC. ! !;. P NIDA.L , Or,NSC)id 9'-5" s H r: VJ II, I = 0 ' (,} I Z ..! w o � I 9'-o" A 0. C1� A H w Uri lk LOUVER 15 LOUVER 14 LOUVER 13 LOUVER 12 la v 1/2" = 1'-0" TUNt4_L-EiSO DW0 1/2% = 1'"4" TUNNEL-FLEA DMIG TUNNEL-SC074WG 1�2� = V-Do TUNNEL-SC07.DWG w 0 _ J e e co 00 1)0 a0 I,y1pp i 1'-6" I'-0" '-6' ' " I'-o" 6'-4" fi —4 owvElt nErIIOe BLDG 8 EXHAUST VAIL RESORTS 2 SF BLDG 8 INTAKE BLDG 7 EXHAUST BLDG 7 INTAKE TUNNEL INTAKE BLDG fi EXHAUST 2 SF I TUNNEL INTAKE 2 SF 2 SF 6.7 SF 2 EX DEVELOPMENT SF �` ---� COMPANY 29"-1/2" 9'-2 1/4" AVON,COLORADO ARCHITWr OF RECORD LOUVER 11 LOUVER 10 LOUVER 09 _ LOUVER 08 1/2" = 1'-0' TL!IH€L- fl Ei ELSO.Dwa 1/2" = 1'- ' l;jmNEL- 5D.DWG 1/2" = 1'-0' TUNNEL--EiSO_DWO 1/2" = 1'-D' TUNNEL-030-DWG ■ , 'ARCHITECTURE Denver,Cobra& I MASTER FLANNU DESIGN ARC UBCr i HART I HOWERTON NEW YORK,NEW YORK !` i Sr U TUMAL E11GL*IHER MONROE do NEWELL ENGLr'EERS,LtiC AVON,COLORADO UECELkNICAL ELECTRICAL ENGLNTER I AVON,COLORADO DO r GWfL IL.GLL•EER Eff r ;i ALPINE.ENGINMRRING,INC. VAQ,COLORADO 1'-8 3'-3�2" 5'-0" 1�_6,. 1 —fi 1'-6 5 -8 1/2 6'—y"ol ip t_ ", BLDG 5 INTAKE BLDG 4 EXHAUST PRO)ECT NU-MBER 20900.00 BLDG 6 INTAKE BLDG 5 EXHAUST 2 SF TUNNEL iNTAKE 2 SF BLDG 4 INTAKE BLDG 3 EXHAUST 2 SF TUNNEL INTAKE I 2 SF 12.B SF 10 SF TUNNEL INTAKE 8 SF 19.7 SF it ISSUE REVISION DATE 13.8 SF li 23'-5 3/4" 10'--4 1/4" I 04 CONSTDOC Aol 26'-9" FOR PFMUT 07.23.04 05 CONST DOC 08.13.04 LOUVER 07 LOUVER_ 00 LOUVER 05 LOUVER 04 = IUN�'EL REV. 09.10.04 I 1/2" t'-0" TUNNEL-ELW.DWQ 1/2" 1'-Ow 1/2" 1'-0" T(wmm-aw.uw9 1/2" 1 -0" TUNNE - =.0WO I 5B FIlVAL CONST 01.03.05 i 16 ADDENDUM 5 05.16.05 go 1110 " i i I I 00 5'-8 1/2 4'—113/4 11_8„ 16 BLDG 3 INTAKE BLDG 2 INTAKE BLDG 2 INTAKE BLDG 1 INTAKE BLDG 1 EXHAUST II 2 SF TUNNEL INTAKE I 2 SF 2 SF TUNNEL INTAKE 2 SF 2.5 SF 15.6 SF 18.2 SF 3°'-10 1/8" 21'--3 1/2" TUNNEL LOUVER ELEVATIONS LOUVER 03 LOUVER 02 LOUVER 01 AND DETAILS 1O2" s 1'-�" TU?2NEL-fiSO.DWG 1/2" = 1'--D" TUNHELrEISO.DWC 1/2" = 1'--0" TUNNEL-ELSOAWC i A74 I �Q 2004 42140 ARCH TECT'URE, INC. pF cc1� 14 14.6 15 16 17 A801 JOHNSON N TO 360 A VARIED ,\ _ I A l w N N 711>Z A801 o N�z S-8" 4'-10" 18'--4" 6•--2,y2" 4`—D" WIDE REMOVABLE - - PANEL FOR (PT-02) (4 TREADS 0 11"') 3`-8" MIN) (20 TREADS 0 11") AREA WELL ACCESS FIRE DEPT. CONNECTION e 8 ROUND, CONIC. FILLED, XX (FDC) WITH HORN AND STRONG STEEL PIPE (PT-02); STOKE ON SITE WALL I ? 4'-0" ABOVE GRADE & 4'--0" (RE: FIRE PROTECTION) V ! EMBEDDED INTO THE GROUND WTH `' COMMON CONC. FOUNDATION BELOW r STAIR I PLAN PLAZA LEVEL w 3 1/4m x 1 —0 ASP-02.dwq I 14 14.6 15 16 17 Z w o 4 A801 0.4 I I I I ,i VAIL RESORTS DEVELOPMENT COMPANY AVOV,COLORADO ARCHtTEC'i"OF REi]OBD 4" ACOUSTICAL PLENUM I� STONE VENEER i PANEL WALL ABOVE Deriver,Cokn& i MASrE,A PLAN-NE.R liDESIGN ARCHTfECC STAIR 1 PLAN --- TUNNEL LEVELART�xoWERTON Nm YORK,NIMW YORK j AFPOf.dwq + III II srxoctq.TRAL»r�»EES I I MONROE&NEW=&vGL*I5FSt9,M I 14 14.6 15 16 17 AVOK COLORADO MEC&I rTCAL ELEC-MCAL F�4iG M-E ENiGINEEM.D4C !! AVON,COLORADO ® C1VII.ENGU14MR APPROX. FINISHED GRADE AIXIIv ENGINE$ING,LW- a OF PATH BEYOND PTD. STEEL GUARDRAIL (RE: CIVIL) i I AT TOIL OF GARAGE I STONE WALL TOP OF PRECAST PROJECT NUMBER 20900.00 !. CONCRETE STA W/ (RE: LANDSCAPE) CONC. SLAB BEYOND INTERNAL SNO ELT 3 CONSTRUCTION AND 3" CONC. (RE: STRUCT.) ISSUE REVISION DATE Ii 31 " A5O2 SIM TOPING SLAB T I PTO. STEEL GUARDRAIL �g I 3 MATCH SITE CO CRETE STONE VENEER T.0 STONE CAP 04 CONIST DOC I' (PT--01) AT TOP OF (MIN) I r (RE: LANDSCAP AND ' " GARAGE STONE WALL 1 I STRIJCr) WALL EL=811$--6 (RE: LANDSCAPE) (RE:CIVIL) FORPER.'1�fIT 07.23.04 i A503 f I 3 Q a !i I 3 OS CONST DOC 08.13.04 1 � � A1301 � ` I N I =` I !��1 TUNNEL REV. 09.10.04 FI.NA-L COQ T.0 FINISH GRADE A tiST 01.03.05 STONE VENEER _ _ - - — T.0 FW1SH GRADE -•� WALL ( ) 16 ADDENDUM 5 05.16.05 EL=8117'-6" { s (RE:CIVIL) _- -------------- �__ ___ _ _ RE:CAVIL - T.0 DING " - - c.� 2 T.0 LANDING _ °s EI..=8114'-14' z _ EL.-8114`_10"�" _ — ----- --- —_ �— — — __ _ —{FEE:CIVIL) WATERPROOFING A,;J EXHAUST FAN VAULT W/ — c e DRAINAGE SYSTEM OPEN GRATING ASV. ` TOP OF PRECAST 3 =. T - o I, CONIC. SLAB (RE: ?ulECH.) A503 e (RE: STRUCT.) Fr -a FAN 2 FAIN A50 ROOM TUNNEL A801 �� ; ROOM I , `. •- � A801 T36 TO 1 T36 4" ACOUSTICAL PLENUM PANEL 'IF i I' z : ^ r TUNNEL LEVEL ' I - TUNNEL LEVEL EL.=-$102'-106 ����-."�'" _ .y-"�'- .z� � ---:-�-� � � I. - - ;�:.-' - - ;�:, '� - - - ; - -- - - - - _,�..•��1-•-v �; EL.-8102—10 (RE:CIVIL) (RE.CIVIL) Xr 40 EXHAUST FAN AND STAIR 1 ._ ?�.. KNOX BOX DUCTWORK PLANS, SECTIONS RE: MECIi. (RE: MECH) { AND DETAILS i I� I I: 4 STAIR I �— TRANSVERSE SECTI�OdN 1 STAIR 1 -- LDNGITUDINAL SECTION A801 © 2004 42140 ARCHiTECURE, INC. � � r E. R ND^L JOHNSON i A802 A$02 "�� { 4'-O' x PANEL FOR AREA WELL ACCESS g - ,� - I U ` aT a 4 - 4 } �p E gtneo AI ANC cONc r^ _i f/p5 E 07 I A507 C I W A . � I /2\ Soo A$02 0 N A$02 1 e Z v I 4d � TAI z STAIR IS =- ST02 I sTo2 I �j i; ovGNER/DE.\'I].OPtiR A ° � . . ;' VAIL RESORTS :r l `YJ 1 DEVELOPMENT 5'-�° 3'-11" COMPANY : (MIN) \ �` AVON,COLORADO , Y/ - ARCMT ECr OF P"CORD r U ARC HFrLC TUM �jN R 2 PLAN - PLAZA LEVEL STAIR 2 PLAN - TUNNEL L °"�' '°'�° 4 '—D" TUNNEL—SCflH.dwg 1�4" = f'-U" TUNNEL—SC06.dwp I MASTU PLA'`C;ER I DESIGN ARCtSYCECr i. HART I HOWERTON VIEW YORK,NEW YORK SMUG IVS AL L'�3 ENMER MONROE h NEWELL ENGLN ML%LAIC AVON,COLORADO hStiCHANJCAL ELI?C=C.AL M4GLN ER M E ENGINEERS,DJC f s A40.N.COLORADO 4E EN ENGLIEFR AL[�L*�E hAIGLNTsT.itIIVG,DIC EXHAUSE GRATE q vAU.COLOILADO PTD. STEEL GUARDRAIL AT WATERPROOFING AND OPEN GRATE STAIR STONE VENEER Q TOP OF GARAGE STONE WALL DRAINAGE SYSTEM TREAD WITH CLOSED I PROJECT NUMBER 20900.00 WALT. F (PT-01); TYP 6 RISERS A5O7 (RE: LANDSCAPE) STONE VENEER T.0 STONE CAP I TOP OF PRECAST WALL T.0 STONE CAP '� ISSUB REVISION DAIS EL.=8121'-4"� - - - , .a 4 CONC. SLAB BEYOND ,- _ ,EL=8123'-7" _ 4 A802 � (RE: STRUCT.) �! _ _ x A$ 2 04 CONST DOC „ I f o Q 0 I OR PER'4IIT 07 23.04 - T.0 FINISH GRADE. T.0 STONE CAP YEL=VARIES EL=8121' 4" _ I I S I l r RE:CIVIL I ,— T= X63 T.0 FINISH GRADE 05 CONST DOC 08.13.04 I z ( ) —I r r r r I J 11 - 1 R,I -- N EL=8120,,2,. A503 c ,f {RE:crvlL) ! ' ! �I i 1 I 1= -i I I' .1 S= :;i i. I -4 I I�!! I� i I I lS \ TUNNEL REV. 09.1 OA4 � T.0 FINISH GRACE ® � � �:'� `.` � T.0 FINISH GRADE � i =l r►— � � , T� �= i 1 EL-8117'-2" _ I�II1�! Ii_�lI! i .s' G e �.! i i-- 1 �, 5 FINAL CONST 01.03.05 1 ' RE:C!V1 L) ;�1 l3 I I�1�1 I i t2 ADDENDCU'14 } 01.12.05 (RE:CIVIL) - l . ( ) - .4 I� i19 1 Ll I _ I r I�1 6 - TOP OF PRECAST !1]1 1- i� 1 '� CONC. SLAB Ia 11�11_-.I•.i=l 1 16 ADDBNDUIM 5 05.16.05 • ,,� ���E�' � _ ` - I (RE: STRUCT.) A STAIR —' r' I OPEN GRATE STAIR � � ST02 TREAD WITH CLOSED RISER � 4 =1 —:; 1=- 1= (PT-02);TYP r� -!i 1= 1 I HOA STORAGE ii ii PTD. STEEL 'n I ii `� it ° `.� .\ `.�� {+ i 3 --- T04 r, .r ' --1 �l GATE ` -- STAR -- -- A&~2 - i�;� ii ``.!! L--� `, — "� 3 T.0 SLAB ST02 EL.=8117'-2" ` 2'ACOUSTICA- LINER -7 (RE:STRllCT.) z-- E _`l UV 4 EL ry"C L CI`JI —y !t ► F j - - (RE: i HEIM Al I IA I _ i STAIR 2 PLANS, SECTIONS AN D DETA!LS A802 j AI��2�-�T RANSVERSE SECTION STAIR 2 - LONGITUDINAL SECT ION 1 = II 08 2HR SHAFT WALL 2HR SHAFT WALL 43 RE. P/A611 08 RE. P/A611 08 1 fi 2'--3y2' . /4 ;© 2004 42140 ARCHITECTURE, INC. CONCRETE DECK BEYOND CONCRETE DECK BEYOND p 43/4N 16 - RE. STRUCT. - RE. STRUCT, 2 -3Y2 -d = `� PROVIDE UL APPROVED PROVIDE UL APPROVED SEALANT AT 2HR-3HR SEALANT AT 2HR-3HR p , AN TRANSITION - TRANSITION _--- i' I. _ L O H cm r j4 S 1 x �4 L O x ` LA — - - - - - - -- - - - - - - I I ` i L -- I IRE RATED DUMBWAITER __-- �' -_ — I I DOOR AND FRAME, �_ CONCRETE DECK - I CONCRETE DECK , RE. STRUCT. ` I ; I I �' RE: RESIDENTIAL PACKAGE RE. STRUCT. ` -�f. VJ r CONCRETE WALL ��' - --_ 3HR RATED WALL ; I-- I III RE. STRUCT. < I f RE. D/A601 1 ! I ` ! 16 I�1 I H Zo SHAFT WALL SECT. SHAFT WALL SECT. UNIT 7 �- ENLARGED UNIT 15 - ENLARGED 1 UNIT B 1 UNl`1' I3 1 a GARAGE LEVEL PLAN 6 GARAGE �Y�E L P�L�j�SCALE: 1/2" = 1' " caLE: 1 " ' " scAtE: 1J2" = 1'-0" APC1 S OS 5B r T� • D8 I �1 � 2H R SHAFT WALL i Q RE, P/W 1 1i ., 2��¢" I 2'-3j2 16 I [J 3 HR. RATED a CONCRETE WALL PRO'V'IDE t✓'L APPROVED - • RE. STRUCT. SEALANT AT 2HR-3HR TRANSITION � �/ 4111. - :N a - -- l l x — I a i c\1 _ 3HR RATED WALL !r 1 -" RE. D Afi01 �� I RE ED DUMBWAITER / I 90 MIN. o I DOOR D FRAME J I �, I PWNER/DEVEIOPER I I' SHAFT WALL PLAN DET UNIT 1 �- ENLARGED '` I` I' II II 90 MIN. — -- VAIL RESORTS I'I GARAGE LEVEL P LAN � �� 1 o I ----FIR ED ACCESS DOOR DEVELOPMENT UNIT A �� - :� II II _II 1 SCALE: 1 1/2" = 1'-O" AI � SCALE: 1/2" = 1 '-'0" AFPG1 1 i � - _ - I - i "� COMPANY -- - -�- - I --- -� ' , A�oN,cor..oxADo „ ? - ARCH1 r2Cr 0FnC0t n 2 1 16 rl I _ I. A901 A901 I I II I f 16 / 1 A�3 u 6 - - -- - - GA�Mg�E LEVEL ELEVATION Denver,Colorado i I�Z A OT-01.dwg I li MASTER PLA.11 I£R �" 2'-3y2" y 16 I I Q ,,•a,. sue . - �� � _Y --- ! �ricv nactuTrx-r It V X "- I I I ' HART HOWERTON 1 NEW YQEUC,�1k:W YORK � ' I � 08 s-rauclvRn[.ENGLVEE;s: =r _ a I 9 d . -ROE�NEWELL ENGI MML INC r Q AVON,COLORADO i 1 - — a MECHANLCAL ELVICIIUPA1.EI,IGINBER I i III I a - I I 2•`-� p M-E ENGLNHEX5,LAIC I i i I Z I Ava�r.COLORADO i 1' �� ! (.LVYL ENGLVEGR I i X 7 a. T T 2 HR, SHAFT E� SIM Q£TL. - - 1 1 ALP VAnti ENGINEERING,COLORADO G cV _ i 'UNIT 8) - ` UNIT 9 —' ENLARGED 3 HR. WALL I PROVIDE NECESSARY BLOCKING N P ? PROJECT NUMBER 20900.00 1 ' ---- ` I I II II SHAFT WALLS FOR DUMBWAITER a GARAGE LEVEL PLAN 1: ! I RE. RESIDENTIAL CHMELTPft0,3ECT � � x i I I SCALE: 1/2" = 1 0 AFPG1 i I I I I SPECIFICATIONS FOR EQUIPMENT ! ISSUE REVISION DATE I DETAILS iv 16 " ' I' 1 I II 1'-53/4" 2'-3y2" 434 16 i� � 04 CONST DOC - 9 0 MIN. ©R PST 47.23.04 n - it II 05/06 CONST DOC 0$.13.04 i UNIT AiL DUMBWAITER EQUIPMENT,UNIT' 3 - ENLARGED 1 -� _ RE RESIDENTIAL PACKAGE x� s1 DG.2/CONST. x9.xz.x4 ry > f- - IRE RATED DOOR AND FRAME, 12 G ��= LEVEL P �A�N o _ ( III 90 MIN. RE: RESIDENTIAL PACKAGE ®BId)G.3/CONST. x9.24.04 : /21'-0" G1 I 1 1 I. 9 0 MIN . I I I 04 BLDG.4/CONST. l 0,1 t.o4 10 BLDG.5/CONST. 10.25.04 I 90 MIN. TYP. MAIN LVL PLAN DTL• UNIT A 7' I o I I FINAL CONST 01.03.05 A-DT-D16.dwp I I i I I I A 6A/7A/8A/9A/l0A/11 4/40 1� _ 3 6" 16 - ' O 08 FINAL CONST 01.03.05 16 2'-3I'2p 1� 514p 2,�2" I -__ �_- 2'-7y" I li 2'-3Y2 6 __ -- - o as. � 16 ADDP.NDU'M 5 05.16.05 1i 01 -- - _ ri I ° --_�--r 16 - i . . 15 - _ a i I III �— i III— — I — R I - . -- _I-1 i I-1 ► 1=1 I l I=f I I-_ I ,=III=1 11 III=f = I i 1 ^I -1—I I_—I I ISM I I 11-1 I I :I I 1 I I a d 4 4 °• -I I I—I I I—I I I—I I II 1.Y- N I P WALL TYPE PER I 1 X x -- — I-III-I I —1 I -I I l ! �--III— a d — - �, . a I— — 1— ---. ;HT. A611 I: N i ��. - I— Ti - ! !r E I I I I I I- -I I ---•--I I I-......I I .--_._I I IT• I I Il- I I i I a d a d I I -�- I _ _ _.--- - �' �.. l i s I ICI I �I I I- I -_ -I I ( 1 I I I I i�11 I _I I I 4 a s DUMBWAITER �� 1 ; PLANS, SECTIONS, 4 � 4 p I d =III— III-�I I III=III=III a a ELEVATIONS & DETAILS IRE RATED DOOR AND FRAME, WALL T)'PE PER TUNNEL I� LLL""" —III—I I 1 I I !—III III—III i I CONSTRUC. SET/ SHT. A6O RI=: DOOR SCHEDULE ;I i 1 I UNIT 4 ENLARGED UNIT 13 & 14 ENLARGED 1 GARAG���y EL PLAN GARAGE LEVEL PLAN SEC`1�I0 DETAIL UNIT B SECTION DETAIL UNIT A B SIMGARAGE LVL PLAN DTL. UNIT A A$C�LE: 1 2" —©~ AFPG1 1�2 = i -� A901.dwp 1�2 = 1 -0" A-DT-16.dMg S1 AFPG1 / L- -- -- MECHANICALLEGEND © 2004 42140 ARMTECTURE, INC. GI7NERAL M!^C1 mk_-41. CONTRACT EmC,zFJIa'1ENT& 21. DEFINITIONS ( NOT ALL SYMBOLS LISTED BELOW ARE BEING USED IN THIS SET OF MECHANICAL DRAWINGS UNLESS OTI-ERUSE NOTED, THE WORK DE=SCRIBED ON 5,4. SL<SPEND EACH TRADE'S WORK SEPARATELY FROM Tom= A THE DEFIN. 1TIONS OF ^`� THE PLANS AND $' ucYuRE Ductworalc 34 4A�LL BE 14ELD tIG4Nt TO GENERAL_ SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRiP-nON SPECIE=iGATION$ SHALL INCLUDE THE F URNI9HWCa AND 5"REJGTUF� EXCEPT WHERE O"!�ERWIr,,E S�aOWJ GONDITION5 � TW�5 SF :FiCNTiON AL SO APMY � �� � `+��Y ••�Z INSTALLATION OF ALL LABOR AND MATERIALS TO THE DlviS;ON 15 AND 17 CONTRACT. '"�:Y i NECESSARY FOR GOMTPE-ETE AND OPERATIONAL WVAC, 15, INSTALL ALL EQUIPMENT AND "TATERIL-1$ IN AGGG�::.NG= HVAC- PIPING• PLUMBING EQUIPMENT 4*� n � a FIRE PROTECTION AND PLUMBWG SYSTEMS W;'i•I MANUFACTUR ER'a RECOi'1,`DN ATlof-,S .LNLE6S B. `CONTRACT DOCta'EIN`3' C-0N5' l= THE CONTRACTOR SHALL FURNISH THESE EVEN IF ITEMS SPECIFICALLY INDICA-ED OTIE2WI� OR U.F IEF _G^�L DR,AWNG5, DIFFUSER- D '�x' •' REQUIRED TO ACHIEVE! TIilS (II=.OFF:rETS, GQDE5 OR REGULAT,ONS TAB F�REGEDENCE- SPECIFiCATION5, c +1=R<� c1vDIT �s, -RoJEcT 4-WAY THROW (E) EXISTING PIPING �E „ HB HOSE BIBS 9�,�0:�.••'•tc�� i ISOLATION AND BALANCING DEvIGE3,MAINTENANCE MANUALS, ETC, s :PAD F3Y ENr�+.ER (GR REFRIGERANT �'ft wH WALL HYDRANT CLEARANCES, Etc.)ARE NOT 5PECIFICALLY 5HOU14. 16. PFROvIDE MANUFACTJREQ'3 REGOMME"-VEO SERVICE OTHER DESYsN DIFFUSER- RS RS GLeAp_Q c-e ALL AROUND ALL EQUIPMEVT REQUiRNG %�- WIT14 E W31NEE,R) FOR C S NT °t_4r_TO�'S B D OR 3-WAY THROW SUCTION 4 SA SHOCK ARRESTER 2. DATA GIVEN ON THE DRAWINGS 1F3 A$ ACCURATE A3 COULD GONTRACTOR'5 NEGOTtA-:ON$ .JT-- `I-•E CSR REFRIGERANT 13E SECURED. 1'7. PFROYIDE FOR SAFE= DUCT OF T4� LOFA<. C4Re: . TIME DIVISION :5 AND 1'I 'iRl x'. 'CGS :.N- DIFFUSER- RL RL LIQUID FD FLOOR DRAIN AB50LUT'E ACCURACY IS NOT GUARANTE=ED AND THE RETMOYAL AND DISPOSITION OF MATERIALS AND r-lR0T=;TI0N SPECIFICATIONS FF�Pf:F1 D 5''' `"E E`*-INFER 2-WAY THROW : CONTRACTOR SHALL OBTAIN AND VERIFY EXACT OF PROPERTY WHIG+• ,3 ARE NOT CONSTFd4CTtCN ::GG `1th,-3. REFRIGERANT ` LOCATIONS,MEASUREMENTS, LEVELS, SPACE TO REMAIN U1ND15TUF�D. � � DIFFUSER- RHG-----�-- RHG HOT GAS � FS FLOOR SINK � I REQUIREMENTS,POTENTIAL CONFLICTS UAT14 OTHER C. 'CONSTRUCTION DOGUMEFINT3', ' v��2,c�ON LINEAR SLOT TEMPERED HOT j TRADES, ETC. AT THE SITE AND SHALL :43. t�oVIDE ACCESS DOORS F=OR ALL EQL.,FtIENT, VAL'YSS DRAWINGS', AND 2-WAY THROW 140 WATER: TEMP. I� FCO CLF-ANOUT FLOOR W SATISF=ACTORILY ADAPT HIS WORK TO THE ACTUAL CLEANO,JTS, ACTUATORS AND CONTROLS L44IC4 RE<2JIFa SIMILAR TEW.-S FOR D1vl5iON °5 A NN :^ D'VIVON W INDICATED CONDITIONS OF THE JOB. Ar10ES5 FOR ADJUST!lSNT OR 5ERV)CNG AND WHIC44 17 WORK FEAR TO INS-A'L.LA'.ON C'AGRAMS, RETURN OR WCO CLEANOUT WALL ARM LOCATED IN OTHER-06E JNAC-CESS 5LE LOCAT!CY�N:.. SHOP DRAW;N63 hND ���R^;NA�� Dl-,AWII,,Is5 EXHAUST AIR DOMESTIC —� u 3. THE DRAWINCs`a ARE D1ACsRAi�'iATIGAL IN MATURE AND PREPARED BY TF»E CON--FACTOR CW - .S.NCs -WE CE51GN 5I-1ALL NOT BE SCALED. THEY 5i-iOW CERTAIN PHYSICAL A. FOR EGbJiP1"IETIt -OCA�D ti 'AGCESS�3LE INTENT WDICATED ON TI-+E E�n's,N+EEx2 5 i1�lTRAGT GRILLE COLD WATER M METER: GAS (G) REL-ATIONS441PS WHICH F1U$T m ESTA�BL..ISHED WITHIN LOCATIONS' SUCH Aa DOCUMENTS. TPE&E ScT_G{.GA'CN$ DETAIL THE SUPPLY GRILLE Hvy DOMESTIC --�-- 4 TI-+E DIVISION 0 411ORI< AND ITS INTERFACE UJOW ® HOT WATER OR WATER (W) LAY-IN GEfLfNCa3; LOCA'E E�GXJ44�1"�'VT TO GOFVrRAGtOR'S FMS F3'_ 'T =Ct2 --� OTHER WORK ESTABLISHING T441S RELATIONSHIP I-ROYIDE ADEQUATE EeRv'CE CLEARAtNcE FOR 'ENGINEERING BY CON' ?A•CTOR' 4 0 FOR RETURN OR HWC * DOMESTIC HOT IN THr= FIELD IS THE EXCLUSIVE RESPONSIBILITY NOIw;51AL MAINTE MANGE W-n4OUT Rca" ,/ING (`'REPARATION OF COrN5"R..iCT CN D'X.�`1ENT5 EXHAUST DUCT WATER CIRCULATING � P CIRC. PUMP OF TWE CONTRACTOR. TINS DIVtSION SHALL A;Y_- 4ITEGTUR.AL, ELECTRICAL OR SANITARY WASTE COORDINATE ITS WORK WITH ALL DIVISIONS OF THE 3TR.CTURAL ELO-ENTS SUC+4 AS THE CEILING D. •(NY INDICATES N IEW£^UIF"EINT � PROVIDE=D "�`�—SAN- � ABOVE FLOOR I WORK AND ADJUST ITS WORK AS REQUIRED BY THE r I PLUMBING VENT �aL4P1'+OFR'1' SYSTEM, ELECTR[../->,L Ir[7Ci`..RE3, t=T.�. UNDER THIS CENTR.-�'7_ ��L VTR ACTUAL CONDITIONS OF TI-4E PROJECT 9Nortt4L MAINTENANCE' INCLUDES, e4..T 1E5 NOT SUPPLY DUCT SANITARY WASTE THRU ROOF A THE CONTRACTOR 5i TALL VISIT THE SITE BORE L(M1-ED TO= FILTER C44ANrxNG,GF�.5NG of •°- -' SAN "° � BELOW FLOOR BI=[.RINCs$, USING P.'7 PORTS FOR E_ '(EY INDICATES 'EX•STING' EQ.I ON 51TE W14 C.44 MAY �♦ STRAINER W/BLOW-OFF w AU15MITTI14(' A PFESSF,IIE OR TEMPaRAT"JRE MEAS. N`5, OR MAY NOT NEED TO E_',;-z RELOCATED 45 A PART OF THIS WORK 610 TO BECOME T-IOROUCx1.4LY FAMILIAR 1111TH �`„' �FrrlcliNG GoNTr�ol VAu.vE3 AND �RViGING SUPPLY DUCT `�'---V_��-'� V SANITARY VENT T VALVE & CAPPED T1 ACTUAL GO4DITION9 of THE PROJECT. CONTROL PANELS. F. 't R1' INDICATE5 EX13T1NG EQA;F-"BEN" TO 3E RELOCATED AS '� - DOWN Q-------- ELBOW UP HOSE-END CONNECTION O PART OF THIS 1JOFtiiC. � TB THRUST BLOCK rr l� B, CERTAIN SYSTEMS EEQUJRLE ENGWEERJENCs of ,g 14N3TALLATION GUIDELIVES C ELBOW DOWN v INSTALLATION A PIPE= IN$TALLATICNN. RETURN OR i DETAILS BY CONTRACTOR UNLESS FULLY L a lk"I5H' M MS TO 'SJr'PL`r' /ND ,6wA;..LY REFERS TO AN i �, ti r•1� L ALL PIPING SPAL BE ADEQUATELY ITEM OF I_QUIWENT, EXHAUST DUCT —�— TEE UP 2 WBF 2 WASTE BELOW FLOOR W �� DETAILED IN T4-E CONTRACT DOC -LENTS, St.ICH SUPPORTED FROM TONE DOWN V VENT ENGINEERING 15 THE EXCLUSIVE 3UILDENCs STRUCTURE -0 FREVE.NT H. 'INSTALL' MEANS TO 'SE- IN P_4.% E, CONNSCT AND PE..AGE IN v TEE DOWN r RESFONSIOILITY OF THE CONTRACTOR. SA�GGWG, POCKETING, SI..AYI,16 OR FULL (BRA-IONA! O r;'H-R'. 4 SBF 4 SAN BELOW FLOOR DISPLACEMENT BY MEANS OF HAW_,ER3 AND < ROUND DUCT PIPE CAP OR G. IT IS THE CONTRACTOR'S RESPONSIBILITY SUPPORTS, PIPING 19 yOt TO BE I. 'PROVIDE' MEANS TO RJr�Nl5;•4 AND ,45T.=+.-L'_ DAWN PLUG u TO DETERMINE 3UPPORTl D 13Y EQU;F-TENT. FIRE PREVENTION Z WHERE CLEARANCES ARE LIMITED, AND WHERE 2. PROVIDE DIELECMC UNIONS BETWEEN J. 'EQUIVALENT' MEANS '1`-ET3 -�4E 5PEC=.CATIONS OF THE INSTALLATION DRAWINGS OR SCHI31ATICS, DISSIMILAR RF�ERI=TALE F cmr-T CR imm IN A L 5�SiNIFICANT ASPECTS. "—{NAME}---- EXISTING PIPING EXISTING SPRINKLER z "CONSTRUCTION DFRAWINGS•, OR COORDINATION MATE=RIALS. SIGNIFICANT ASPECTS e44ALL 0,12 49 DETERM1NED BY THE ROUND DUCT EXISTING PIPING DRAWNGS MAY BE REQUIRED. THE CONTRACTOR 3. PROVIDE MANUAL AIR VENTS AND ARCHITECT/ WEER UP -- HEAD TO REMAIN SHALL PREPARS ALL SUCH COORDINATION G `{tJAME)`-�- TO BE REMOVED DRAWINGS A S PART OF THE BASE CONTRACT. AAINS I-IO�>E_!=1`LD EXISTING SPRINKLER DRAINS WITH ISOLATION VALVE:3 AT ----SA— SA SUPPLY AIR DUCT • ,^Q� Gyy GREASE WASTE � HEAD TO BE RELOCATED SUCH DRAWING$MAY BE SUBMITTED TO THE PIPING 441CsN AND LOL, POINTS, IC 'WORK BY OMHER(5) D!Vi5IO!N.3't ';1=f DIYI5IOR' AND ARCGNITECT/EINGINEER FOR RECORD AND C4*11BNT 4. WELD PIPE IN AGr�ORD:ACE= WIT;r4 SIMILAR EXPRE551'�NB r,EAN5 WORK TO BE PE»iED UNDER --EA— EA EXHAUST AIR DUCT � EXISTING SPRINKLER (AT THE CONTRACTOR'S OPTION(. APPLICABL.EM ODES /-ND THE CONTR/L T 00ClJr1EN-5, I3;r NoT NECE=SSARILY U110ER THE --OA— OA OUTSIDE AIR DUCT •�-----F--------- F FIRE � HEAD TO NEW LOCATION STANDARDS. WELDERS SHALL EE C£RTiFi D r--';R TY--E C= DIV1S'ON OR SEGTIOFN OF Tli-e low ON WHICH THE NOTE NEW SPRINKLER HEAD ( h NO EXTRAS WILL BE ALLOWED DUE TO LACK OF �1JORlC BEING P£F�OR�1>=>. APPEARS. :T 15 THE CON'RAC_T:�R'S SOLE RESPONSIBILITY To --RA—RA RA RETURN AIR DUCT G NATURAL GAS *A TO MATCH EXISTING VV KNOWLE=DC-E OF EXISTING CONDITIONS. 5. FL'.jw OUT PIPWG AND FB'"•arE GoNTROL DEvIc,S E c G1 COORDINATE T�4e 1_6) c OP -PE CONTRACT MTWE7N 1415/HER ----TA-- TA TRANSFER AIR G....r- MG MED. PRESS. FT_WORMWCs PRESSURE TEST, DO RIOT USE ; ,,r`vs SUPPLIERS, AND EMP1..oYIEES, IF DUCT 4. COORDINATE AND A P MT ALL WORK E31=TUF=EN TRADES SYSTEM VALVES TO ISOL ATE 5ECTiONS I1A»E.� EST CLARIFCA":ION 15 F'EG7�RED. G�°,JLT ARC4-41TECT/E1NGINEER 8EFO RE NATURAL GAS SYMBOLS AND EXISTING PRESSURE EXCE=EDS vALVE F $ZESGURE= RA-LNG_ CONDITIONS IN ORDER TO ACCO"mtl$N A NEAT, PRE55URIZE PIPING AT 10C P54G. IF LEAKAraE i5 flill FLEX113LE DUCT F F-1 EQUIPMENT DESIGNATION INTEGRATE=D AND E H ICIENT INSTALLATION. 056ERVE=D OR IF 4EMPER.:TUF'� C<X1PENSA'r=V F�Sal:x� L_ BY iNFr-Fa-_ '_, Al'sY REFER'4C:5 `O A 'CONTRACTOR' OR 'Sue- CONNECTION �1 DRfip EXC-=ED5 i% OF TEST PRESSURE, REPA R L E-.+C3 ,AND CONTRACTOR' MEAN5 T'4= E'VT.'"'° WHICH 1.4AS GONTEsACTEP WTI4 THE I � VALVES: E)cA ,E THE CONTRACT DOCUME=NTS OF ALL TRADES RETE$T OWINER FOR HE kORG OF T+-IE YONTRACT DOCUIE NTS ---�- BASEBOARD CALL OUT UW��oEV�x>Ea (E.G THE ARCHITEGTURAL R 'LECTED CErILItNG GV GATE VALVE BB PLAIN, ELECTRCAL LIG44TN3 PLAN,FIRE PROTECTION M. 'ENGINEER• MEANS T1-E rE516" �R'JFESSiOTv4L FIRM W141014 HAS VANED ELBOW � I VAIL RESORTS PLAN, F=TCJ. PREPARED -HEEE CONITZAOT DOCUMENTS. ALL. QUESTION5, �� -�-� CV CHECK VALVE 6. PROVIDE SLJPPC`RT UNDER ELFBO4Lr5 C N I " 5_C- DN AND SUBMITTALS. ETC. � THIS DIV15 ON SHALL ESE FLOUTED To O FLAG OR SHEET NOTE COORDINATE NECESSARY EQUIPMENT,DUCTWORK AND THE EW-slNEER(r+4;RDUG+4 P O'ER ;.ONTRACTUAL CHANNELS). PRESSURE DEVELOPMENT D M�Rr=,E LINES. MANUAL VOLUME PRV REDUCING VALVE � DEMOLITION NOTE P1PWCs COMPATIBLE WITH 50 TT TAT T14E FINAL INSTALLATION 19 T. ALL 5TRAINERS 54IALL BE R.:R1N15HED WITF� A ' aG a;bCs' MVD DAMPER WITH GoMPAT1F3LE WIT14 rl 4F= MATERIALS SCREEN AND TlJ O ,2) SGF�MEN5 FCR NORMAL OFD?~lT;CFv 28 KEEP DEMOL IT GN i G.4T7i'NG TO r11Nd?�M REQUIRED FOR PROPER COMPANY LOCKING ' AND EQUIPMENT of THE OTHER TRADES. EXECUTION of I:rG>21c LOBE VALVE AVON. COLOR.kDO INSTALL STRAINER WITH ROLIGHING 5CREEN AND cr=.RAVE QUADRANT V �- POC POINT OF CONN. BETWEEN ' SYSTEM FOR 24 HOURS MINIMUM (RUN DOMES-IS t-A-ER, GLV (STRAIGHT NEW AND EXISTING � A5 NECESSARY,PREPARE 5HOP ORAWW35 FOR 5Y3TEMS AT MAx FLOW FOR A MINT-W OF Oh= �I-'L F BE RESPONSIBLE FCFR A!L C:JTTING AtiD PATCHING NECESSARY FOR PATTERN) INS.ELEV. ARCHrrm-r0FlWCoKD INSTALLATION OF ALL NEW WORK SORE � THE COMTPLETIO'N OF THE !.>:;l;< ELEVATION INSTALLATION TO VERIFY GOORDWATION OF WORK (V2) HOUR-' REMOVE ROUGHING SCREEN AND h5` .L L t3ET1UF"EN TRADES. NORMAL 5CREIEN, AF-MR TWO WL=EKS OF2 NORM.6,. %c c.RA-10N1 NO GUTTING (ACT SHG_tN ON '1� GC!NTFRAGT DOCUMENTS) SHALL BE MD MOTORIZED -� GLOBE VALVE DN DOWN FFA WSrALt. 'NEW .tiIOF<1�1.�L rvG' 1F'N DAMPER GLV (ANGLE PATTERN DONE= W1T4-40Ut T}�E AF�'ROvAI OF ?�- ARCH TECt A3 TO LOCATIONS, ) TOD TOP OF DUCT (A.F.F.) 5. REEFER TO THE ARCHITECTURAL DIVISION FOR E=XACT B. DUCTWORK IN5TALLA:TiON METHOD AND E=XI ENT OF T4� CU: TiFNr 0 LOCATION OF= L SEAL. ALL 5EA1M5 (LONGITUDINAL ANC '*R;:1:5-vER_�E) .a!R BDD � BUTTERFLY BOP BOTTOM OF PIPE ALL VISJOI E FIXTURES, EQUIPME7NT AND AIR TIGHT W.TH HARDGA5T NO,60' NON-"ARE :)wN\G. ;!A5T:C 20 REPAIR ALL AccIDFry-AL c-R N'-EN"10NAL. DAMAGE TO MATCW BDD BACKDRAFT BFV VALVE AFF ABOVE FIN. FLOOR Denver.Cckrado DEVICES. SEALANT OR EQUIVALENT. EXI5TING COENSTRJG' C*J WI-H NOTICE=ABLE DIFFERtr1NCE IN DAMPER L DUCT DiM- SIONS ARE INSIDE CLEAR CONTINUITY, APPEARANCE cR Id NTS NOT TO SCALE A FINAL LOCATION OF ALL THERMOSTATS IN FINISHE=D 2. OM5ER 'NECK 512E 15 SAL-;E „5 FLEX 5LE $!:7. EXISTING BV BALL VALVE �� ARROW INDICATES t+s,�sa�.n.NNNIA SPACES AND ALL 3. UNLESS OT+4ERW:5E NOTED, ALL G44AL-FEB B D�CTEON 30. IF UNABLE t0 TAiN W.TH N Brute s THE REQUIRED C.FM DUCTWORK NO DIRECTION OF FLOW DNSic NARt rrl�c r ROOM AIR SBN$O" SHALL BE AS INDICATED ON T4.4E 644ALL ESE MADE W TW RADIUS EI-50U5 w-� Ec'A E.IUS `0 QUANTITIES 'N ANY TERMINAL ;KT, A.e DIFFUSION DEVICE,SRANC" OR ARCHITECTURAL DRAWINGS. IF NOT 51.4pIJ,N ON T14E CENTEwRL+ NE EQUA_J TO IS DUCT WIDT+ MAIN DUCT, NOT.rY E)NG VEER It�sF ."�TELY, THE14 FE-RFORM A VISUAL CHANGE -�-' GG GAS COCK DN PITCH DOWN �BART�HO��VER7'UN ARCHITECTURAL DRAWINGS,FrIEL-D COORDINATE: WITH 4. WHERE RECUIR V FOR SPACEw CONS'4 r N-5, FRCv'DE INSPECTION A�W100- P-TOT 7j-aE TR.,`,SR5E TO IDENTIFY T44E SOURCE OF ARCHiT1;Ct PRIOR TO INSTALLATION. MITERED ELBOWS WITH TURNING VAJNE$ 43 THE OB3TRUGT.ON. T"E :E53TRUCTION AW RE-BALANCE. �y� � Pd PLUG VALVE NLW YURK NEW YORK A FOR D'„IcT W!OTHS OF 36' OR L=_55, F'iROv1DE ------- EXISTING ^/' OT T THERMOSTAT MAAro6AST6RED SINGLE WIDTH T'URN`les rANES, U;114 DUCTWORK TO HOSE END CIMCTRICAL COORDINATIOth No -RAILING EB-DGES ANC, sPACtr �. .� ��c:E ----- BE REMOVED - DV DRAIN VALVE 4'J H HUMIDISTAr sE�>,,�c.-fURM.PNGDL HHR WITH 5F'1AGINA DUCT CONSTRUCTION 3'��vDA�,.3 FGA MOINROE&utM•VPHU HNGINUA;24C 'STANDARD SPAGINCs'. LOUVER& AVUN,CUI DRADO 10 vERIF=Y THE ELECTRICAL. SERVICE PROVIDED BY THE 133 USE DOUBLE THICKNESS (AIRFOIL% G..==DES WITH SOLID STATE �- FIRE DAMPER TEMPERATi-LRE S 5 uEex�:v:c.�.NJ.rc.-ixrc:n,.rnK< ELEGTRRICAL CONTRACTOR BEFORE ORDERING ANY TRAILiNG EDGES FOR DUCT WIDTI-6 Sq_=A*F R ";+.�N 3L ALL MEC4ANCCA.. LC U CRS I OC.A ED ON E><TERIOR WALL$ SHALL FBE FD / SPEED CONTROLLER 36', 5HOWN ANO D iM ES10�4ED CN ARC+4-CTURAL DRAWINGS AND GONFOR�'1 U 1 S HOUR n�-R NNC 0tDRAZ)0 rrEGF4ANICAaL. EQUIPMENT REQUIRWG E=LEGTRICAL `� UNLESS OTHERWISE � rPR PRESSURE nVU:N,coLDxnao GoNNECTIONS. 5. ALL FLEX:BLE DL:cT$ $HALL NOT CE L E-55 `-,-IAN 4', NOR To MFC+-4ANICAL �c�I RO ENT5. rE,';?_;REt> LOUVER FREE AREAS ARE NOTED) RELIEF VALVE � 2 SMOKE DETECTOR GREATER TWAN i5' IN LENGTH- INSTA`-1 =LEEX!8L-I= INDICATED ON DIYISiGiN 15 GRIWING5, IT 13 THE RESPON5181L!TY OF CiVILHa�iCL\lx$ I ALPINE ENGLNRERCv(',,¢4C. p1ICTF1IGRK SUGN "1OAT: THIS CONTRAr:TOR to GCtvF',W"1 'I 4c f�f;QUIRED 3 E At�EA I4A5 13EE;N GENERAL UC DOOR UNDERCUT VAa,COW LADU 11. PROVIDE H1Cs+4 EFFICIENCY MOTORS U71T4N L15 A MIINit"+L�l"1 OVERALL LIEWSTP OF 3D, 5"'Ri T N'-O PROVIDED PRIOR -O COIN r_-710N TO THAT LOUVER FIRE/SMOKE �� ;R V ID FACTOR ON ALL MOTORS Jn MOTORS NE=CK CF= DIM-5ER- � DIVISION B SHALL F ROV!D_ ALL L OJVER PLENUMS, � FSD DAMPER (1 1/2 X _ - ND. DETAIL SHALL BE CAPABLE GF OPErRAT1NG GONTIRS SLY At S. MAXIMUM GF 135 DEG�i=5 OF TO rL ':.! N.,ir iNl HOUR UNLESS MARKER (E) (E) EXISTING 1050E UNDER J013-SITE CONDITIONS AND ALTITUDE E=TtT� LENGT;4 �FLfr>cIBLE DUCT_ GS7N3TRIJGTION vBNTILAt1oN= OTHERWISE NOTED X °� SHEET G. Mt:i1 RJM TUR1N3.43 RADIUS OF R • 5C. PROJECT�iEILVIBER: 20900.00 D. tjt4ERS= 32. WHERE EXISTt% OR NEW I`�GH.�NiCti•- ({V} (N) NEW 12. UNLESS NOTED OTHERWISE, ALL MECHANICAL D - FLEXIBLE DUCT DIAMETER SYSTEM$ ARE USE:> LOW PRESSURE EQUIPMENT SHALL BE PROVIDED WITW HOA SWITC4.4 R ■ RADDIUS OF T:RN A$ [EA -�D TO FOR TE,IPORARY vE.i7IL A-ION OR CLIMATE � x LETTER SECTION ISSUE REVISION DATE AND STARTER COMPATIBLE WITH EQUIPMENT AND cETNTERLINE OF DUCT- CONTROL,MEC1�;Ai1N!CA.L EQJI�NT INSTALLER SHALL FLEXIBLE DUCT X - SHEET MARKER EMS SYSTEM• STARTERS SHALL Ee PROVIDE=D BY PROVIDE CONSTRJG:!ON FI_-FRS. MAINTAIN (_ R) , (R) RELOCATED 04 CONST DOC DIVISION 15 UNLESS IN A MOTOR CONTROL ra. RETL4; N A;R PLENUM: THE !4vA(-- 5Y5T„ t I)LL !EE -�e EQUIPMENT, AND CLEAN, ADJUST A.ND PUT IN NEW � CONICAL TAP - CENTER ALL DISCONNECTS SHALL BE FURNISHED BY SPACE .t..EBOVE Tr1E CEELING ON EACH F=_0�;12 A$ 4 5�u1;�N CIGNDITION DOEFORE BUIL DW OCCUPANCY. PARTS FOR PERMIT 07.23.04 DIVISION 6. AIR PLENUM. CONTRACTOR _N 4ALL G_gvFCRM TO 74- AND LABOR UA:�ANIY 54-;ALL CONICAL SPIN-IN FITTINGS FITTINGS FREQU1RRcME=NTS OF NFPA AND LOCAL GCC- F�GI.J!RE'ENTS NOT R3E COEN&DER=D TO 5TART ,NT1L ACCEPTANCE OF � FITTING W/ MANUA 13. -1 4E ELEGTRIGAL POUJR=R FOR CERTAIN EQUIPMENT FOR ALL MATERIAL INSTALLE=D W --E z ETI.�I Ai-e SYSTEM BY OLNER VOLUME DAMPER 05/06 CONST DOC 08.13.04 PROVIDED UNDEER DIVISION E3, WAS NOT t3EM4 PLENUM. FLEXIBLE PIPi= S°ECIF=ICALLY INDICATED ON THE ELECTRICAL A. 114 A?DDITION, THE CON`i A TOR aF-:-zL{F'RC- iDE A FG CONNECTOR � u UNION 07 BLDG.z/COAST. a9.02.a4 coMPLET-E R-1--TURN AIR PATH ESE .�.- ALL F E r VAV BOX CONCENTRIC CRAWINNGS AND MUST ESE PRO'YIDED i3Y AND FIELD THERMOMETER SOORDINATED BY THE DIVISION 15 TRADE REQUIRING AiR DEVICES (GRI-LES E-C.) AND 'r,4EIR STRUGT�: W/THERMOWELL -�_ GR REDUCER 08 BLDG.3/CONST, 09.24.04 tr_" POWER RESPECTIVE RET. UNIT, R,4Xi1`'�.i` DIFFUSER NECK SIZE ECCENTRIC VELOCITY OF RET.� AIR IV PLM!NUi� 3 6. DO NOT PE�Ni=`ROTE ANY 5TH'-'�R:.L MEMBERS OR Fes- pJIAV MANUAL AIR VENT -�- ER REDUCER ag BLDG.4/CONST. 10.11.04 cN�ICILENT F CUER FOR TWIS PURPOOe 54,WLL BE 54.4ALL CseZRALL. NOT EXCEED 2� CAST GOFNCIE-E ,'l LE$,5 Or-44W J. SF EClFCaLLY --TYPICAL OF SON1SHED AS 'SPARE', DEDICATED CIRCUIT FEET E'ER MINUTE=, NOR EXCEED -$.0 Ff=^- NOTED GN THE DR16LLANr3, VR �='�•APPROVED BY { EXPANSION r�- EJ JOINT 10 BLDG.5/CONST. 10.25.04 CAPACITY W DIVISION ISIS PANELBOARi7:3 ALL PER MFN.JTE AT ALA" GROSS-SEGT�fN OF THE: STt2l1GTLRAL E`�iG1NEER. 2) PG PRESSURE WIRING, CONDUIT AND E=LECTRICAL DEVICES THE RETiJRN AIR FATH GAUGE W/GAUGE ALIGNMENT DOWNSTREAM OF THE PANELFBOARD5 15 THE 33 ALL EMIPMEDIJ SULPORT3 S-HAL- BE ATTAG4-IED COCK AC GUIDE 5B IN-PROGRESS 11.22.04 RESPONSIBILITY OF TOE DIVISIOEN 15 TRADE TO T4-4E L040 BEARING MEt'1E3Fc5 O' STRUCTURAL. BIC FEET PER MINUTE FEQUIRMG THE POWER UNLESS OTHERWISE SHOIIN ON EL.E=MENT3. DO 1No- OvESR-STRESS e,NY 5TQlLCTURAL THE ELECTRICAL DRAW11NCz$, MEMBERS. CONTAGY STRLJGTU2AL ENGINEER FOR L�DESIGNATION (aA IN-PROGRESS 11.22.04 Si1CH EQUIPMENT fS 4 Br DEFrNE=D A$ 2m. V-E CONTROL VALVES TOR MIN��t s',MAax'.r-t1..4-' '2' � ALLOWABLE LOADS F<c'R 6PE iF.c r RS, I- IN DOUBT. * -NOT 1=: ALL H D H C PIPING IS 110' UNLESS NOTED OTHERWISE. � 6A/7A/8A/9A/1DA/11 11ATER PiESSI:RE DROP, 51ZE BA_ANGIWz VA_'Yl=a 50 T�4AT 50-1EDULE=D FLOW RATE L!L L GA, E THE VALVE T^. BE A- FIi Ai.CONST 01.03.05 A- T'ENIpi;RATURE CONTROL. PANELS, COFNTROL- AIR LEAST 10 DEGREES CLO_&EJ, BUT NOT EXCEED COMPRESSORS AND APPROXIMATELY 10' OF U"TER FT-M55%JRE DROP, CGN-RC,_ LINE VOLTAGE POLIER FOR 24V CONTROL VALVES AND 5ALANCIING VALVES JILL GENERALLY- NoT B= 12 ADDENDL"M 1 01.12.05 16 ADDENDUM 5 05.16.05 TRANSF OWERS.REQUIRED CONNECTION ARE LINNE SIZE. INCLUDED M DIVISION 15350 AND WELL E� 5WO04 IBY 114AT CONTRACTOR'S CONTROL. A UNLESS OTL4ERWI5E NOTED, ALL 5UI3Mt1TAL DRAWINGS_ VALVES AND APPURTENANCES SHALL Fat= L VEvfZE. B. IT 13 NOT PEE2M15SIF3LE TO UTILIZE 'SPARE' POUTER FROM 1 ADJACENT POWER CIRCUITS TO SE=RVE ANY OF TI-E ABOVE 2L ISOLATE ALL FRE55UR12E0 PIPINCs WATER F'R.•tti 5 1 LOADS. ALL POWER MUST COME FROM DEDICATED FOR EACH RISER 5IRZAN C:4 ITEM OF AND 4R A CIRCUITS SERVED, 22. PROVIDE PR;'MERS FOR ALL FLOOR' DRAM,-$ 4t-T;) FLOOR S NKS S OL N ON DRAWINGS. P'RIM'ERS ME";Y =:E C/_TCNECTE_D TO FLU54 F;xTURES OR 15E $T ,'ND -L 0�_ 23. y0 DOME$TiG WATER OR 44EATINCs WATER L1,E5 ',-;LL i=-E 1 MECHANICAL LOCATED EXPOSED N FINISHED 5pA`:GE;S OR 3=LOI.0 THE i BJILDING SLAB UNLESS S OUN OT'Le WIrSE ON T;JE op-4l:w-25. NOTES AND 24. !NO GAS LINES 5-4A11.L BE LOCATED BELOW E5UlLCI`-G LEGEND 25. ALL CURBS, ROOF JACKS, ROOF ` IIMF3LE9, 9.tNl-,-.FY vE4T$, (ROOF :FZA;NB, E_T C_ SHALL BE COPIPA7 e�F W1-4 �._{n Y r� , �i F:�va.i lv 'TIE ROOFING SYSTEM TO BE PROV OED. 1`LI- E RENCE - -- >� INC A,QGHITECTURAL F NvIE)I;7N FOR Dl_T4iL5, 1 4 0045 E. MVER(."emu etm SURE 307 26. IL'1KRANTY. ''HE --NTtRE `IECI-IAIN:C AL.. SYSTET'F ALL BE pn�/�+�y AVON, m �e� i$ I,,, gQZANTED AGAINST DUCTS IN -1ATERLAL5 A:ly �A W 57W, AVON, eO. 91020 WORICL'1ANS-HIP FOR A PER OD OF ONE (1)YEAR AF-LR Ar_GEP'TANCE OP THE SYSTEM BY T14E OWNER AU: (970)9414000 FAX: (970)1149-1115 ' - - - - -- -- © 2004 4240 ARCHITECTURE, INC. PUMP SCHEDULE FAN SCHEDULE SYMBOL SERVICE GPM HEAD PUMP MOTOR DATA PUMP TYPE SUCTION/ WEIGHT MAKE AND MODEL --- -- - NOTES ` (FT.H2O) EFF. DISCHARGE LEIS. SYMBOL CIFM TOTAL MOTOR MIN. MAX. OPER. MAKE AND NOTES VOLTS RPM A B C D E F G L P SIZE �!� ® ALT. S.P. RP WHEEL SONES WEIGHT MODEL 0 • HIS PHAS (IN ) F IN WG HP BHP VOLT/ DIA. LBS. A-T. (WATTS) PHASE A B C D E F G H ti 1 SNOWMELT BUILDING 1 24 5.1 54.0 1/3 115/1 1725 INLINE 1 1/4 49.4 GRUNDFCS TP32-4°0/4 4 3 4 1 2 2 5.6 EF-2 TUNNEL COOK 0121211 8 2 0 1 9600 0.25 1562 2 - 208/3 36 7/8 26 - 28 CV-S 2 2 SNOWMELT BUILDING 2 21 5.8 62.9 1/3 115/1 1725 INLINE 1 1/4 49.4 GR_'ADFOS TP32-43/4 4 3 4 1 2 2 5,6 EF-3 TUNNEL COOK 0 2 2 1 8 2 0 1 3 SNOWMELT BUILDING 3 21 6,$ 54.2 1/3 115/1 1725 1NLIN 1 1!4 49.4 GRU°"iDFC!S TP32-4O 4 4 3 4 1 2 2 5.6> 9600 0.25 1562 2 - 208/3 36 7/8 26 - 28 CV- 2 EF-4 TUNNEL 012 . 21 1 8 2 0 1 4 SNOWMELT BUILDING 4 21 6.8 64.2 1/3 115/1 1725 INLINE 1 1/4 49.4 GRUNDFOS TP32-40 4 4 3 4 1 2 2 5.6 COOK 9600 0.25 1562 2 - 8/3 36 7/8 6 - 28 --S 2 5 SNOWMELT BUILDING 5 18 6.1 61.6 1/3 115/1 1725 INLINE 1 1/4 49.4 GRU'�DFCS TP32-40/4 4 3 4 1 2 2 5,6 UN S 0 1 8 1 - FANTECH ve,5 00 4. 2K39 (1 4) 74 FR 160 1 2 PQ 6 SNOWMELT BUILDING 6 17 5.7 61.3 1/3 115/1 1725 INLINE 1 1 /4 49.4 GRINDF�-S TP32-4J%� 4 3 4 1 2 2 5,E' HOA STORAGE UNITS COOK 0 2 1 1 2 4 0 1 7 SNOWMELT BUILDING 7 18 6.1 61.6 1/3 115 1 1725 INLINE 1 1;%4 49.4 GRUNDF� S TP32-43;='� 4 3 4 1 2 2 5,6 385 0.15 1550 1/20 - 115/1 - 9.7 42 11S15D 2/ �J. 8 SNOWMELT BUILDING 8 23 6.8 63.7 1/3 115/1 1725 INLINE ' './4 49.4 GRUNDFII TP32-43,-� 4 3 4 1 2 2 5,f COMMEN S AT 821 ELEVATION 9 SNOWMELT DRIVE/PARKING 35 6.8 61.3 1/3 115/1 1725 INUNE 1 1 /4 49.4 GRLNDFGS TP32-40;`4 4 3 4 1 2 2 5,6} M HO ARE AMC TIF ELLS BEE? E KI CREDIT R OUND ATION F U ATTENU OR TO REDUCE SONES 50%. `+r 3. FOR SOUND ATTENUATN 51ZE FAN 7% FM THAN SCE TO AC C001-41 FOR II LOSS. r A 10 MAIN HWS LINE 154 36 62.5 3 208/3 3450 INUNE 4 - 154 GRL)NDFOS TP100 63 2 4 4 4 1 2 2 5,6: 4. PROVIDE LABELS ON FANS AS TO AREAS SERVED. 11 BOILER 77 8 ?0.4 1/3 115/1 1725 INLINE 2 67.3 GRUNDFCS TP50-4D!= 4 414 1 2 2 5,6 NOTES: 12 BOILER 77 8 70.4 1/3 ' 15/1 1725 INLINE 2 67.3 GRUNDFu1S TP50-40;'4 4 4 4 1 2 2 5,6 A. CURB D. DAMPER G. SPECIAL COATINGS C - - - U 0. NONE 0. NONE 0. NONE GENERAL COMMENTS 1. FIELD-BUILT, INSULATED 1. GRAVITY BDD 1. PHENOLIC +-� 2. FACTORY-BUILT, INSULATED. 2. BAROMETRIC ADJUSTABLE BAD 2. EPDXY 1. SCHEDULED RATING IS FOR PROPYLENE GLYCOL. CORRECTIONS FOR GPM AND HEAD HAVE BEEN MADE BY ENGI'•.__R. 3. FACTORY BUILT INSULATED, 3. MOTORIZED CONTROL DAMPER, 115V/10 3. POLYESTER/EPDXY ` ' I W � 2. ALL PUMPS SHALL BE NON-OVERLOADING AT HORSEPOWER CURVE UNLESS NOTED OTHER'NiSE• 18" TALL. 4. MAGNETIC BUTTERFLY DAMPER LATCHES. 4. EISENHEISS I }w�l 3. SET PUMP SPEED FOR CORRECT FLOW. 4. FACTORY BUILT SOUND ATTENUATING WW NOTE 5. FACTORY VENTILATED GREASE u (n A. FLUID C. TYPE E. ISWTION G. MISCELLANEOUS HOOD EXHAUST. 6. FACTORY INSULATED EXTENDED HEIGHT CURB. 1. WATER 1. CLOSE COUPLED BASE MOUNTED CENTRIFUGAL D. NO!IE 1. EMERGENCY POW-'- 7. REUSE EXISTING CURB. PROVIDE INSULATED 2. 30% GLYCOL/WATER MIX 2. FLEXIBLE COUPLED BASE MOUNTED CENTRIFUGAL 1. NEOPRENE ?A-S 2. FLUSHED SINGLE TUNGSTEN ADAPTORS AS REQUIRED. "' t•-d 3. 35% GLYCOL/WATER MIX 3. IN-LINE, HORIZONTAL SHAFT CENTRIFUGAL 2. 4 POINT ��LF`OKS CARBIDE SEAL V4'I-� F!LT=R D I 1-4 4. 50% GLYCOL/WATER MIX 4. IN-LINE, VERTICAL SHAFT CENTRIFUGAL 3. CONCRETE NER-�A PASE FLUSH LINE (CWS) 1� 5. STEAM CONDENSATE RETURN 3. ALL 316SS SHAFT. IM=E_LE�, B. SCREEN E, ACCESSORIES H. MISCELLANEOUS 0 6. INLINE, WET ROTOR ALL WETTED PAR-S, TE-FLC", 0. NONE 1. SOLID STATE SPEED CONTROL, MTD. IN MOTOR 0. NONE B. FLUID TEMPERATURE D. SUCTION DIFFUSER F. DUTY PACKING, 1. BIRD COMPARTMENT FOR BALANCING 1. VIBRATION ISOLATORS. 1. 45' F '+ "C ] 4. OPERATION AS S :10_E ?Jr.1P N 2. INSECT 2. ELECTRIC DISCONNECT 2. EMERGENCY POWER. �+ 1. NO 1. VFD, EPG : LE,., PARALLEL ARRANGE-VEN- 2. 80' F 2. YES INVERTER -uT" '.O-t R. C. DRIVE 3. WALL MOUNTED SOLID STATE SPEED CONTROL 3. SECURE FAN TO CURB AT EACH 3. 14.0' F CONTRC_I- � 5. PRIMARY/STANDB- OR SINGLE PUMP OPERATION. CORNER EACH SIDE AND 12" O.C. 4. 180' F 2. CO:VISTAN SPEED 6. PROVIDE SPARE '.'0-OR 1. DIRECT 4. 115V/10 REVERSE ACING THERMOSTAT 4. AMCA B SPARKPROOF, 3/4" SCROLL DRAIN 5. 250' F 7. DOC INTERFACE YODULE 2. BELT SET 85'F. AND ACCESS PANEL. 8. FACTORY MOUNTED CG`�-POL PA^.EL 5. WALL MOUNTED 2 SPEED SWITCH. 5. EXPLOSION PROOF. WATER LEVEL GA.; GF-, 'DAL THERMOMETER. 6. DRAIN CONNECTION. 6. 2 SPEED/2 WINDING (1200/1800). ova vi R/uavtl<o�-R DISCHARGE PRESSURE GAUGE. INL_Ef STRAINER, 7. CLEANABLE GREASE RECEPTOR. 7. 2 SPEED/2 WINDING (900/1800). 8. DUAL CHANNEL CO/NO2 SENSORS 8. VARIABLE FREQUENCY DRIVE. VAIL RESORTS HYDRONIC BASEBOARD HEATER SCHEDULE WITH RELAYS AND OVERRIDE SWTCII. DEVELOPMENT F. TYPE COMPANY SYMBOL BTU/HR EWT WTD GPM HEATING ROWS TUBE MAKE AND NOTES 1. CEILING FAN /FT ('F) (F) ELEMENT SIZE MODEL A B � HYDRONIC_ UNIT HEATER SCHEDULE 2. CENTRIFUGAL INUNE AVON,COLORADO BB LENGTH - -__ ----_- ---- --- - - 3. CABINET FAN nxc:EUrsc,-r OF Rl3C.'OfiD SYMBOL CFM HP RPM V/0 MBH EWI• WTD GPM E AND NOTES 4. WALL PROPELLER FAN (IN.) MODEL 5. CENTRIFUGAL UPBLAST ROOF EXHAUSTER. �;; F GARAGE MECH ROOM SLANT-FIN 3 4 2 (� } (• 6. TUBEAXIAL UPBLAST ROOF EXHAUSTER. BB-1 1 3 A B 7. CENTRIFUGAL UTILITY SET. FIF MJLTI/PA.K 8V 730 180 20 1 36 �utecn� FIRE ENTRY ROOM SLANT-FIN 3 4 2 i_;y-1 GARAGE (TY'P-8) TRANS 2 2 l7�var.Cadorado BB-2 ' 3/4 MJLT1/PAK 8c MISCELLANEOUS EQUIPMENT SCHEDULE ,,,,��ERF,�,�,,,, 730 180 20 1 3fi 320-W2 3 575 1/2 1100 120;1 170 137 30 12 5 •- •-• --- - _ SYMBOL LOCATION TYPE DESCRIPTION MAKE AND DESIGN ARC U TL+(.'C WATER ENTRY R00 SLANT-FIN 3 4 2 ,_,�,. MODEL 68-3 730 180 20 1 36 1 3/4 MULTI/PAK 80 - - UH HART I HOWERTON GErIERAL COMMENTS• FiL'w YORK,NI:W YORK �li=NERAL COMMENTS• STRUL-MRALENGINIOA 1. CAPACITIES AT 8200 FT. ELEVATION S-1 GARAGE SENSORS DUAL CHANNEL CO AND NO2 SENSORS WITH RELAYS TO AIRTEST -MONROE&NE IU: LUNtLNELIA9I 2. PROVIDE ALL CORNERS, TRIM PANELS, END PANELS, ETC. FOR COMPLETE ENCLOSURE ASSEMBLY. CONTROL EXHAUST FANS W!-H OVERRIDE SWITCH AVON,COWMOo 3. VERIFY EXACT LENGTH OF RADIATION REQUIREMENTS WITH ARCHITECTURAL WALL LIMITATIONS. CAPACITIES AT 3200 FT. ELEVATION. 4, COPPER TUBES, ALUMINUM FINS. SOUND CIRCULAR SILENCER INSTALLED WITH QUIET-FLOW MODULAR PLENUM. VIBRON { `�''���`u "'max-'R�`� �'�'�'i 5. COORDINATE SUPPLY RETURN PIPING CONNECTIONS WITH FLCOR PJANS AND FIELD COND:70N'S. 5-0' MLM COIL 'HATER PRESSURE DROP SHALL `lCT eF GREATER THAN 5 FEET OF HEAD. SA-1 FAN ROOM ; 1 u-VON, COIj RAIXe / .. 50% PRUP`.'LENE GLYCOL. ATTENUATOR PLENUM IS INCOMBUSTIBLE, MILDEW-RESISTANT, AND VERMIN-PROOF CD-4-B2 Avo�t,coL�c�RADO I SA-2 FAN ROOM 2 SOUND ELBOW SILENCER AT EXHAUST FAN OUTLET. VIBRON CIVI,.&NGINEER NOTES N' ' ATTENUATOR 18EVRS/4-60X36X36-12/12 ALPINF K%t4G0fH R Dlr. VAIi,COI.URADO A. CABINET STYLE B. ACCESSORIES C. FRONT GAGE STEEL A. DESCRIPTION: B. ACCESSORIES: SA-3 FAN ROOM #3 SOUND CIRCULAR SILENCER INSTALLED WITH QUIET-FLOW MODULAR PLENUM. VIBRON 1. PEDESTAL. MOUNTED. 0. NONE. 1. 14 GA. 1- HOR!-GNTAL UNIT HEATER. 1. FRCNT DISCHARi E LOUVER, ATTENUATOR PLENUM 15 INCOMBUSTIBLE, MILDEW--RESISTANT, AND VERMIN-PROOF CD-4--B2 2. FREE STANDING. 1. INTEGRAL DAMPER AND 2. 15 GA. 2- VERTICAL UNIT HEATER. 2. BUi_T-iN 3-SPEED FAN SWITCH. PROJECT NUMBER: 20900-00 3. WALL HUNG. CONTROL KNOB. 3. 13 GA. 3. UN°T MOUNTED THERMOSTAT. LV-1 INTAKE & EXHAUST LOWERS INTAKE & EXHU.AST FIXED BLADE LOUVER, 4 DEEP LOUVERS & DAMPERS 4. SLOPED TOP. 2. INTEGRAL DAMPER AND 4-. FILTER. HEAVY GAUGE, 557. REE AREA MIN. MODEL FL-47 5. FIAT TOP. HEX HEAD OPERATOR. 5. FAC`GRY MOUNTED DISCONNECT. 12X12 INTAKE A,^1D EXAUST DIFFUSER. 3/4" SPACING T1TU5 ISSUE REVISION DAi'>3 6. STAMPED STEEL 3. LOCKING ACCESS COORS. 5. HIGH STATIC klOTOR- GRD-1 UNIT GARAGE DIFFUSER 45' DEFLECTION 3FL 7, EXTRUDED ALUMINUM. 4. STANDARD ACCESS DOORS. Ol PROGRESS SET 05.14.04 8, SINGLE TIER. 46- H8 EL H I ANIT- WOODFORC ' 9. DOUBLE TIER. 04 CONST DOC MODEL 24 AD -1 TUNNEL AREA DRAT ADJUSTABLE IIEAV !JTY DRAIN ZURN FOR PERMIT 07.23.04 Z-520 05 CONST DOC 0 8.13.04 5B IN-PROGRESS 11.22.04 BOILER SCHEDULE _ GRILLE, REGISTER AND DIFFUSER SCHEDULE 6A/7A/&,k/9A/10A/11 SYMBOL FU BURNER INPUT REQ'D EWT LINT FLO' BURNER FLUE BOILER GAS OP£R. MAKE AND NOTES-- SYMBOL FACE SERVICE DESCRIPTION MAKE AND NOTES FINALCDNST 01.03.05 TYPES) TYPE �BH Oy7PI T 'F 'F GPM DIAMETER HP PRESSURE WT. MODEL �- SIZE MODEL B is$.L BH PSIG LBS. �M ADDENDUM S 05.16.05 # o ALT. HP V/+ A B C D 8-5,6 NAT. GAS POWER 2000 1500' 140 170 77 3/4 208/3 12 10'.8 14" 'N.0'. 8Ei5 P--K MODJ -FIRE 2 2 1 A 12Xi2 SUPPLY LOUVERED FACE TFUS ND 2 4 0 0 N-2000-M 5 5 12X12 RETURN/ TIrJS PAR 2 4 0 0 B EXHAUST' PERFORATED - C PLANS SUPPLY GRILLE TI T JS 30ORL 2 4 0 0 GENERAL COMMENTS GENERAL CQ, ENTS: 1. CAPACITIES ARE AT 8200 FT. ELEVATION. 1. REFER TO REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF AL CEILING MOUNTED AIR DEVICES. 2. WORKING PRESSURE IS 30 PSIG. 2. COORDINATE ALL FRAME STYLES WITH CEILING SYSTEM FURNISHED, REFER TO ARCHITECTURAL DfVISION. 3. OVERSIZE BURNER (AND INCREASE SECTIONS) TO OBTA-N SPECIFIED OUTPUT AT ALTITUDE. 3. TOTAL STATIC PRESSURE SHALL NOT EXCEED: 0.10" WG FOR ALL DIFFUSERS, GRILLES AND REG!5TERS, 0.05" WO FOR EQUIVALENT CFH AT ALTITUDE IS APPROX. 810. TRANSFER GRILLES. 4. PROVIDE CONTROL TRANSFORMER AND STARTER. 4. NC VALUES SHALL BE A MAXIMUM OF 30. BASED UPON ROOM ABSORPTION RATE OF 10 db. RE 10-�a WATTS. 5, PROVIDE REQUIRED STATE PERMITS 410 INSPECTi:DNS. 5. SEE PLAN FOR NECK SIZES NOT CALLED OUT IN SCHEDULE. I 6. CEILING DIFFUSERS 4-WAY BLOW UNLESS NOTED OR REQUIRED. MECHANICAL j NOTES 7. CEILJNG RADIATION OR FIRE/SMOKE DAMPER AND RATED BLANKET WHERE SHOWN OR REQJIRED. A. FLUID B. BURNER C. ACCESSORIES D. MISCELLANEOUS 0. WATER 1 . HI;`_O FIFE 0. NONE 0. NONE NOTES, 1. 30% PROPYLENE GLYCOL 2. MODULAT NG 1. 30 PPM LO NDx 1. HOT WATER A. MATERIAL B. FINISH C. DAMPER D. ACCESSORIES 2. 50% PROPYLENE GLYCOL 2. DDC INTERFACE '.'ODULE 2. STEAM 1. ALUMINUM 1. OFF-WHITE 0. NONE 0. NONE 3. BA.RCMETR!C 3. ONE SIDE TUBE PULL 2. STEEL 2. CLEAR ACRYLIC 1. OBD 1. M NIMUM LIMIT STOP GRID IN 4. PPOBE LWCO - 4. END TUBE PULL 3. PLASTIC 4. COLOR BY ARCHITECT 2 DAMPER INUDDUC�T. T 2 -NECKCFULL L�ENGTHEOF SOTS M~E- E4A7f)V SRS, INC. 5. FULL LWCO 5. BACK OUTLET FLUE 3. TYPE 16 CURVED FRAMES TO ? 9I, WA�/Ek MffkF&M suffE307 I 6. SEALED COME'_STPON CHAMBER 6. TOP FLUE CONNECTIO'� MATCH DUCT DIAMETER - i 4. 90` SECTORIZING BAFFLES A,d, DX VON 130, p M02 =4R 1, 2, OR 3-WAY BLOW. � ' , ��� 5. SATIETY CHAIN p1: (170)y+0-6000 W. (�Q)1141-11151 fi -tAAprp pR:lclP, Cf xJF uUC © 2004 42140 ARCHITECTURE, INC. Y ��•• A GAY '• � BALL VALVE PIPE HANGERS ��•J�' :; NIP. o'�� c�i •_ C FP SERVICE TO TOWNHOUSES: BY OTHERS DOMESTIC WATER TO GARAGE (1'? `• ar�v�: OT 4� �i'¢ ROD TO L{3'TINCs EYES SNOWMELT SUPPLY O� grlD OVERHEAD S�+PPCRTS F=P MAIN DRY PIPE FOR GARAGE OWMELT 1�TURN HWS- 4 EXTERIOR HYDRANTS l6') BY OTHERS PROPELLER FAN 4' UP TO HYDRANT (TYP-5) MOTOR AIR F�D� SIAMESE 3=iRI" DEPT GON<NI=CTION MAINTAIN CLEARANCE IN e ACCORDANCE WITH MFR � . INSTRUCTIONS. PACK \<ii i�ii\iii , \ \ ���� WITH FIREPROOF MINERAL �\ \ \ \ \ \ \ ,\ \ \ \ \ \ �\iii\i\i\ . a- � � � • �- . � I I - .I I= I I -� }� HWR ---- .IN{ HEATER GASItiCs i I [s] . : a . BALANCING VALVE WON PT PLIJt� T 6' "- RJSIBLE LINK BOTH B DES Or- TNT �OLAr!cN rA�L� .,Yt�. I DAMPER SLEEVE O T� NOTE: >4 -' �s'- ALL THIEEADI`D ROD. `I� VERTICAL TYPE FIRE DAMPER —FIRE DAMPER BOLT TO OYE�••1EAD � � ADJ'JST 4 4ANGER $O PIPE SUPPORT WITH LOr..tC ._S, ST WAS;-�ER AND HEx NJ75_ Ir 1 ,. 1 l�I SHOu.N.1~OR HORIZONTAL �{ I WEIGHT DOES Not RE I TYPE, TURhU AS:�EMBLr 90 Q i ON UNIT HEATER r'3AL .�.1:NG VALVE IRE HOSE CONNECTION CABINET I AND PROVIDE W/SPRING ACCESS DOOR t— VALVE IN TUNNEL (TYP-4) I I i NECsATOR EXTENSION. 12X12 MIN, W SUPPLY AND RETURN STRAINER . F I I _a RUNOUT3 TO MAIN H05E END ' �; I' VALVE P-1 5E IPPOR7 FRO�"1 STR.G�+1 I iiiiiiiiiiiial BALL VALVE AIR INDEPENDENTLY HANGER FLOW I r V w- 1-1/2'X1-1/2'xf/S' FASTENERS 8' O. C. MOTOR TD-1 RETAINING ANGLES SECURE TO STEEL --- _ d` ALL AROUND SLEEVE ONLY W BUSH IN FOOTING w °b 1 1 ` ; RE- STRuc.) I x I I d . .. . . r.• a 3j.' NOSE GRAI 2 lNLINE WATER PUMP PIPING DIAGRAM �I�II �I .: : ,'I �; �-i�I��iI-� � I I I I����I�I��Ii�il�ll✓II^:� : Imo: VALVE M2.! NO SCALE _ - I I ■• r i s I I I I 11=l I F 1 I I I-I! �1�1 ''I - • - .. - °� F l � I E fill 1 � t I „ �fl ,l NO PIPING BELOW �,= , �-, �-, t,—� I � - "�I� VERTICAL FI E DAM PER DI GR 3 DGW MAIN RM MAIN SCALE LEFT 50E ELEVATION 3 R GE H LL LAY SEGTIQN YIEWT Q TYPIC L HORIZONTAL UNIT HEATS EL SCALE: NONE 1'12.1 SCALE% NONE HEATING RETURN S f 140' - - -- p 2"-,. 2,,2 0SWI /DENUOPER { ' �� BAGKDRAfrT DAMPER NABANCsER RODS TO STRIIGTURE NAIL RESORTS HEATWs S:FP!Y 'IX--"- `— SPRING ISOLATORS PER 15240, TYPICAL DEVELOPMENT 4 FLEXIBLE CONNECTION. COMPANY 6PIROTHER'1 SP'ROA-=NT FL.EXI5LS CONNECTION. o_. AVON,COLORADO { _ o 11 2�?■ 12 AaCw'ruc.-r OF RMosD PIPE TO FLOOR 1 } TR4N51T104 WHERE REQUIRIEED. DRAIN 1 A 3� �"' ■ J 13 B s CsATE VALVE \ I Denver,calaFado W/ NOSE END TO 5;'._Y(_-0L F=Fr=DE. ASSE i"BL 1' �l V.asraR r,.��tv-Nr.R (Ty p.) � � � 4— - ���, tN " - fib �TYF-0� =1L grS�C; UI'+ A 50150 MIX H RTIHOWERxON OF WATER AND "DOWFROST' � NEW YOM NEW YORK °ROPYLENE CiLYCOL, FILL PRESSURE 2" AMTROL EXTROL SAL L CE 12 P51G n�ohRC� e�vswHL� ��xst c F`RCv'DE TE,C3'"'AR LDISC44ARC-E srRCCrt:n.�t_F�ycc��rx 662 GONTR*DLLER MODEL 1200L ANION,cowF;gDO SNOI J !Nf (�`��_Q) 300 MAXIMUM DiJGT. aPLHANXA).QJ.FLrRtCALRNGDFl% W I I J 30�' MAX IMi JM x �OF: AVON,LO L MDO BASED UPON i911I* OF AREA HEATING ER PIPING SCHEM TIC TRANSITION WHERE REQUIRED. ACCESS DOOR INSTALL FAN TO CIVIL LNFHRl 1 12� SCALE: NONE - --- ALLOW DOOR TO BE COMPLETELY ALPr,�AI1,CC�.ORAJ O r.vc V AI Fti COt.ORADO I1P2.1 FOR CHILLED WATER' 5Y5^M INTAKE DUCT OPENED. 41M2.1 FOR HEATING WATER 5Y4_:'--EM PROJECT NUMBER: 20900.00 AS&EM5LY COMPONENTS: TO SYSTEM. FOR GONT. E+_E NOTE-_ t-13.0 INSTALL FAN WITH PROPER SERVICE CLEARANCE TO MOTOR ISSUE REVISION DATE MOLDED POLYETHYLENE STORAGE DRUM 50 GALLON CAPACITY ON SI�1JT01� VAL'� AND ALL PARTS FOR PROPER AIR MOVEMENT A3 '�GOMMI=HOED STEEL STAND WITH INTEGRAL PUMP PLATFORM. PROVIDE REMOVt-BL E BY THE MANUFACTURER 01 PROGRESS SET 06.14.04 LID, BRAZED 3/4 INCH OUTLET LOCATED 3 INCHES ABOVE BOTTOM OF �-- PRES :RE G :TG-- :C!�, !0 FSICs, OF�r 12 P51GJ TANK AND 3/4 NCH OUTLET WITH DRAIN VALVE NEAR BOTTOM OF TANK- �= O•,I) SW;TC4• A�.IDIE5LE 04 COI�STDOC POSITIVE DISPLACEMENT ROTARY GEAR TYPE FEEDER PUMP, ALL I N LI N E FAN DET I L aRONZE CONSTRUCTION, BUILT IN RELIEF VALVE ADJUSTABLE BETWEEN ' FOR PER.'vllT 07.73.04 30 P51 AND 50 PSI AND 3/8' PIPE CONNECTIONS. CAPACITY OF la �17j_lNO SCALE 05 CONST DOC 08.13.04 GPM AT 100 1-51, 1150 RPM, 15 AMR, 115/6011_ OBERDOf�ER MO'JEL 991 WV5F OR DRESSER, PULSAFEEDER, VIKINCs SET 12 P51 a 4 \\// ----- �\/�!\�/ 5B IN-PROGRESS 11.22.04 PRjOVfDE START/STOP FRES%RE GOTCN FOR PUMP CONTROL. MANUAL AIR VENT d \f \� \ 6A/7A/8A/9A/10A/11 FUF NAS MODEL 69WI53. (3-35 TINA) PROVIDE 30 SECOND DELAY ON NG PUMP START. \ \ \ \ \ f-TF.^• .S_UCENT STORAGE , FINAL CONST 01.0305 PROVIDE DUAL PONT LIQUID LEVEL SWITCH ASSEMBLY, WITH CRY j DR'a" -i T:4 LID , CONTACTS FOR DDG ALARM LIQUID METRONICS MODEL 2613', 115 VOLT, ' 1�RES5:�1� CsAIaGE W/ ACCESS PANEL,(TYPa /rp ADDE.IIDUM 5 05.16.05 NEEDLE SLOBE VALVE PHASE, 60 HZ, 6 AMP LOAD MAX WITH LOW WATER CUTOFF SW TCH TO STOP w/e+.JFFER / i' GRAN PUMP IUHEN WATER LEVEL REAC44E°S 3 INCHES (ADJUSTABLE) ABOVE O'.�''LET ADJUSTABLE SELF-CONTAINED SUF>FLY I-ITTING IN STORAGE DRUI~L PUMP SHALL BE PROVICED WITH A AIR C%Af* CONTROL VALVE: '©ANFOSS' +'RAV OPERATOR WNALVIr MTD. ARCNItEGTURAL _ CURRENT SWITCH TO ALARM DDG SYSTEM WHEN PUMP 15 RUNNING �'IORE GLCE,E VALVE DIAL 4 REl1OTE SENSOR LOUVER- THAN 3 MINUTES, W-'BUFFER P 4 T TEST PLUG CONTROLS IN NEMA "IX ENCLOSURE MOMENTARY SPRING LOADED r-L OW CATER CUT-OFF ! ��'ENCLOSURE SPRINr..s GHEGK--•-,,��_�� } r+PUMP w /; SWI'G;4. AUDIBLE �� � [ i [ ��I �� 01=F5ET DUCT ,I PUSH BUTTON FOR PUMP OPERATION TEST. I i ,.I FINISHED FLOOR TO RUN TIGHT' .� w R1'1. PROVIDE A FILL SYSTEM AND 3/4 OF STORAGE DRUM WITH A MIXT:QE Cr- PL pf TEST s,{• TO GEILNG 1 50% PROPYLENE GLYCOL/ 50% WATER SOLUTION FOR HEATING 5Y5TEM. rr, f+�LIICsS PROPYLENE GLYCOL INDUSTRIAL QUALITY HEAT TRANSFER FLUID, DOW { MANUAL SHUT-OFT= VALVE COMBINATION t3ALANGINCs ------- CHEMICAL •DOUFROST'. CONTRACTOR TO CALCULATE SYSTEM VOLUME I +-I HEATINCf ELEMENT 4 SHUT-OFF VALVE. /\/\ BASED C44 ACTUAL PIPE ROUTES. ALL RIGID PIPE TYPE L COF' sot � � FLOOR ABOVE ASSEMBLY SHALL BE ADVANTAGE CONTROLS AGF-I, 5-RAKER UNIONfTYP-) \ \ \ 24 DEEP PLENUM BEHIND EQUIVALENT SUBSTITUTE 15 NEPTUNE G-504A-RC C-svp 1F SYSTEM EXTERIOR LOUVER, MEET$ ABOVE SPECIFICATION. DR."-.iN VALVE WITH W06E CONNECTION 11/2' X 1'/z' ANGLE STEEL TYPIC L B SEBQ RD DI G "° �� MECHANICAL GLYCOL FEEDER �j = �QUTH . l,'AER D ET !L DETAILS ASSEMBLY DIAGRAM A '21 SC_V_E= NONE _. 0048 SLAVER eM 10D. SURE 30 M2.1 y A.D. BOX V40, AVON, eo. 91620 r ' PH: (910) 149-6000 FAX; (W)141-?1Sl cQ 2004 42140 ARCHITECTURE, INC. 30* FREE AREA INTAKE �;�� � • LOUVER 36' DUCT AND FAN t 1 140 QUIET-FLOW j" LOUVER MODULAR PLENUM ` I'X3' INTA u / PANEL —f RE: ARCS--'. 'a•= y � �""1 F'ROYIGE 2' • , DUCT !_NER EF Q 4 FAN ROOM #i GEOTION DETAIL SA F a ; i DETAIL L I AN ROOM A (J,a > 24 SQUASE FOOT FREE ARE4 TO L AN05CAPE ABOVE WITk METAL GRATE COYER. U z w ° • / TERMINATE FLUE • `� // WITH TEE CONNECTION 4000 115H LINE PLENUM ROOM 493$ CFH !r 117/ 2' GO IP05ITE 3' OWNER/MVE10PER f F13ERSLA55 ASSFM5LY I-FYA� Vt1IL RESORTS SNOWMELT F lip;P9 DEVELOPMENT I WATER ENTRY A&BMLY A COMPANY RE: UM11 " t � -, , AVON,COLORADO -..+ p2OV1DE 2' �..= DUCT LINF_2� j ; .� .000 ARC.UTHC-r of RliEX�RD 3 4 1 1 F3 �� '• a 1 5 ET 2 � _ } a 7 —� Oenvw.Caloraft 14C 48X?& / .9 � V 4' SMNKLEiR LINE EF �i 4` CGN?,R TG _ _ C,FA _ _ QUIET-FLOW MCVULAR �` 5 I•'10USEKEEPING PAD'~ ~ & PLENUM PANEL � , � °"r � 6 DRY FIRE v (TYPE ~ DWGNARC:HlTWc.-r i PROTECTION LINE �, (2) I0'0 Y' - RE: ARS;� —_ 1 + LV-I ' 1 COM13 AIR •' + HART HOWERTON l �- Y .- `• -. - 1 3010 FREE / New YORK NEW YORK YORK 30 • +� `�j • AREA INTAKE LOUVER / 1 MONRUR&KRWML FMLNI;'I"X3,LVC 1 � :4Iff CHANIICAL 1?1.HUCRK L F_NGLVF_?R is P.ENGW.I-XS,LeiC + / T 1 3 j� ` AVON.COLORADO I I:IVIL HNNGiNEEA 1 FAN Q M `t I E�'AI L + M I T / ALPS VAI�CULU DO / PROJECT NUMBER: 20900.00 3' DCW t Ea-3 ISSUE REVISION DATE 1 10X10 O.A. INTAKE 04 COtiST llOC TERMINATE W/ FOR PE&IIT 07.23.04 45 DECD. TAILPIPE 05 CONST DCC 08.13.D4 AREA NTAKE +N 55-2 LOUVER '_0 ® ItiIvNFIr REV. 09.10.04 513 IN-PROGRESS 11.22.04%)5 ATER/BQILER ROOM DE?AIL 513 IINALCONST 01.03.05 7� 4' ■ /6 ADDENDUM 5 05.16,05 IAC 4RxQ& PROVIDE t' QUIET-FLOW MO>✓U_—R DUCT LINER PLENU+" RE= AR 1 �38 CFN G 5� g' . 1 _ As ''' h • e s. t 'ter r1 . `4L• I r � V 6 TUNNEL OAR RISER DIAGRAM. MZ SCALE: NONE i �1'• SA a -" MECHANICAL 1 • r DETAILS d —r .3£ME, W41WERS, rNe. 3 M?.2 SC r r � 0049 F WIVE m us Wf[9 307; ROOM # DETAIL AL� ,0. 9OA �r AVON, CO, 91620 M22 AN: (n0)141-4000 W. 49?019 1959' i