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HomeMy WebLinkAbout-1552 Plans.pdf.. • PROJECT: PHASE 3-A ADMINISTRATION BUILDING ADDITION 3799 HIGHWA Y 82 GLENWOOD SPRINGS, CO 81601 OWNERS: HOL Y CROSS ENERGY 3799 HIGHWA Y 82 PO BOX 2150 GLENWOOD SPRINGS, CO 81601 CONTRACTOR: HASELDEN CONSTRUCTION 6950 SOUTH POTOMAC STREET CENTENNIAL, COLORADO 80112 PHONE: 303-751-1478 E-MAIL: garymanchester@haselden.com ARCHITECT: DPA ARCHITECTURAL GROUP 406 S. HYLAND PARK DR., STE C GLENWOOD SPRINGS, CO 81601 PHONE: 970-945-4040 E-MAIL: dpadoug@qwestoffice.net PHASE 3-A 100% SHELL & CORE CONSTRUCTION DOCUMENTS APRIL 30, 2010 CIVIL ENGINEER RED MOUNTAIN CIVIL 680 RAM LANE SILT, COLORADO 81652 PHONE: (970) 876-7137 E-MAIL: rickrmc@sopris.net STRUCTURAL ENGINEER GLENWOOD STRUCTURAL & CIVIL INC. 2425 SOUTH GRAND AVE GLENWOOD SPRINGS, CO 81601 PHONE: 970-928-0135 E-MAIL: gsc@sopris.net MECHANICAL/ELECTRICAL ENGINEER BIGHORN CONSUL TAING ENGINEERS 509 S. WESTGATE DRIVE, SUITE #1 GRAND JUNCTION, CO 81505 PHONE: 970-241-8709 E-MAIL: blaine@bighorneng.com APPROVEU SUBJECT TO NOTED .tXCEP110N~ & INSPECTIoNS GARFJELl ' COUNTY BUILDING DEi'~W.E~ .... te$~2.&·/Q ill ,~. -FIElD COpy ItO INSPECTION WITHOII' , , .... PlANS O'U!IIi ..... • of __ ' " -"'. ROOFING CONSULTANT DIVISION 7 DESIGN INC. 2420 APPLEWOOD CIRCLE GRAND JUNCTION, CO 81508 PHONE: 970-242-9169 E-MAIL: jhesslink@msn.com LANDSCAPE ARCHITECT JULEE WOLVERTON LANDSCAPE ARCHITECT 61945 NIGHTHAWK ROAD MONTROSE, COLORADO 81401 PHONE: 970-249-9392 E-MAIL: wolverton@montrose.net See IZevr$cD AJZcl1,tec-ju AI st~(;{C,fu hi s" e is A-1# 01 fZ. pi" 115 , 7/:LI)o SEE TENltt-JT I="INJ 5H PARnn6Ns AMD I.:r flArJS lcrrAqfE"D TO ~Af.. oF . FtA-NS. 11/10/10. Conditions to Permit 1. All work to comply with 2003 !BC, IPC, IMC. IFGC, IFC, and 2006 IECe. 2. o.lenwood Fire District will review, inspect and approve NFPA 13 sprinkler reqwrements as well as other requirements of the 2003 !FC. Final approvals b fire dIstrIct must be made prior to e.O. y 3. Elevat?r permits are required from NWCOG. Final inspection of elevators must be passed pnor to C.O. 4. See Note 7. Sheet .S J .1. RAP placement must be approved prior to placement of structw:u sh,e!. ProvIde sealed letter from Geotechnical Engineer prior to concrete foundatIon Inspechon to the building department. 5. Special Inspections are required as per Sheet S 1.2 and Chapter J 72003!BC P 'd copIes of the inspections to the building department. Verify inspectors as per S~c ~~~~.e 6. Provide sealed letters to verify the building meets the 2006 IECC pn.o r t0 C.O. 7. Fire. doors for stair enclosures must be 1 hr. rated. Fire doors for occupanc separalions must be Y. hr. rated. See Table 715.3 Y 8. See redlined items for additional code related items. \ Arch itectu ral Group p.C . • 06 Soulh Hyland Partr. Dr. Suite C Glenwood Springs, co 81601 Phone: (970) 945-4040 dpadoug@qwast.net v -.... "--; ~~~f ~7~~' '\ ./K ~' S 0 ] a'E IElC t -~~~1 ' -.2\ . 1 ~~(; ~ S€D ARC'I'-\\ '/~ z 0 -I-0 0 <C C) -z 0 ---l ::::> or-CJ 0 CD Z 0r-O CO 0 ~ ~ r..o... 0 eIn-00 -Z->-(J)-:2: ~C'\I 0> 0 0 Q) CO .C ~ 0 C>-..... N <C wroQ. "c: <C (J)~en e (!) I C") (J)..c ~ ]i 00>0 t"5 W ..... . -0 .Sl en OI ~ :~c <C >-0'> C « I -0,..0.'.>. _Q ) a0 . a.. IC")C) @Revisions 100% Shell and Core 04130/2010 Project Number 2009.0 :;:: Date 04/30/2011 ~ Drawn By RHM/MSf ~ Checked By 0"" I I ~AP~pro~ved~BY~~~;;; ~ Ill: oo ~ ~~~~~~~ i Sheet Number c:: 81 W i'; <Il @:g f AD D . 0 U :§ z ;; • 0 -::I: '§ .. ~.:..,--1/2"0 EYE BOLT. ATTACH TO PIPE CAP THEN SCREW CAP ONTO PIPE STAND. SEAL ALL JOINTS WITH SILICONE CAULK. .r--l-112"0 DRILLED HOLE IN TWO INCH PIPE CAP SEAL ABOVE AND BE LOW JAMB NUTS r-+--SLIDE PRE·FORMED TPO BOOT OVER THE PIPE AND WELD TO MEMBRANE FIELD SHEET r--+-2" DIAMETER STEEL PIPE COLUMN WELDED TO BASE PLATE 360" '----.....,c=--_ 3" X 6" X 1/4" STEEL BASE PLATE WELDED TO STRUCTURAL STEEL BEAMS BELOW STEEL DECK 3 FALL PROTECTION ANCHOR 1-1/2" = 11-0" AR7. ROOF DECK BELOW \ I R7.2 ~ + 2-1/2" X 1/2" ARCHED H ANDRAIL----l-----Hf-----''''-..-X. RADIUS DETERMINED BY THE PARAPET WALL WIDTH Z-I/2" X I /2" STIFFENER STRAP LENGTH EQUALS WALL WIDTH PLUS 1;>"-" ----+------++---" 1/4" THICK DIAMOND DECK PLATE WELDED TO STEEL ANGLES 24" WIDE BY WALL ~DTH PLUS 6" , . , 8-1/2" X Z-I/2" X 1/2" L SHAPED BRACKET WELDED TO STRINGER AT THE----I-~~~-.·~· ..' -'---.•'-,.J" ~~. ", ::' HEIGHT 0" THE PARAPET CAP WOOD BLOCKING '. I " I<~ 0..: FIRST RUNG 12" ABOVE ROOF LINE • ".' I ~" " NUMBER OF RUNGS DETERMINED BY PARAPET HEIGHT < ~,.,' :"~~/~ 1-1/2" X 1-1/2" X 1/4" STEEL ANGLE SPACED 3" ABOVE THE TOP OF THE----+-'--.;;------'------'~--" PARAPET CAP FLASHING /FASCIA SYSTEM PROVIDE A TRAFFIC PAD AT THE FOOT OF THE LADDER TYPICAL PARAPET WALL CONSTRUCTION SHOWN SIMI-TRA'JSPARENT TO ILLUSTRATE LADDER CONSTRUCTION BEYOND . , . /: 8-1/2" X 2-1/2" X 1/2" L SHAPED BRACKET WE LDED TO STRINGER~----+_--------./JUST BELOW THE CAP FLASHING f<: 2-1/2" X 1/2" STRINGERS SPACED AT 24" APART ----+-----------' ./TYPICAL RUNG 3/~" , COLD ROLLED STEEL SPACED AT 12" ON CENTER VERTICAL 8-1/2" X 2-1/2" X 1/2" L SHAPED BRACKET WELDED TO STRINGER CENTERED----+_-------/> ....... " ... . ON THE FIRST RUNG EACH SIDE. DRILL I/Z" . HOLE FOR WALL ATTACHMENT FIRST RUNG lZ" ABOVE ROOF LINE THE NUMBER OF RUNGS DETERMINED BY THE HEIGW OF THE PAR.~PET ABOVE THE ROOF AT THE WALL LINE PROVIDE A TRAFFIC PAD AT THE FOOT OF THE LADDER ////~ ACCESS LADD ER ISOMETRIC ~ 3/4" = 1'·0" R7.1 /' Honzootal Solar &non .-/' Q ~ 2 r------------",-SELF-CLOSING HINGES TOP & BOTTOM ONE 4" X 3" LEAF DRILLED FOR SURFACE MOuN-INC AND ONE 4" X 1-1/2" LEAF FOR WELDED MOUNTING TO GATE .r------j.. l-l/2" X 1-1/2" 14 GA TUBE STEEL FRAME SET TOP ELEVATION 4Z" ABOVE THE ROOF ;0.""----+ 3/4" X 3/4" 14 GA TUBE STlEEL BALUSTERS SPACE AT 6" ON CENTER TYPICAL 1-1/2" X 7" 14 GA SWING STOP 1~---'-3" X 7" X 1-1 /2" 14 GA STlEEL BOX WELDED INTO GATE FRAME MORTISED FOR 2-3/8" BACK-SET DEAD BOLT AND LATCHSET INSTALL DEADBOL T KL YCD 80TH SIDES AND A PASSAGE SET ~, APPLY POWDER COAT PAIN TING SYSTEM COLOR TO MA TCH CAP FLASHINGS OCTAGON ACCESS GATE 3/4" = 1'.{)" ~ow 1 ROOF LEVEL PLAN Architectural Group P.C" 406 South Hyland Park Dr. SuileC GlellWOOd Springs, CO 81601 Phone: (970) 945-4040 dpadoug@qwesl.nel ~ -..... ~rfo~ -;, ~~ t! ~<b '\ ~ R :FIF/lO ~~~{.1 ~ <,.,,CJ J-" 4'S~D ARC~<' '--.. -= ---z 0 -~ 0 0 « (9 -z 0 .-..J ::J "t""" CO 0 CD Z "t""" 0 CO a ~ "0 ~ co L-a ~ a -C/) () Z >, ~ -(J) :2 O>C\I 0> 0 0 L-CO C ~ Q) ,,-0 C>,L-N « WCOCl. a=>: « (J)3:C/) e C) I (J) ..c "0 iij C") ~ 00>0 => u W L-"-a 2 () I ;: :E C/) ~ « >,0> C ..: ~ I -0> Q) 0,.... -0 a.. IC")(9 @Revisions 100% Shell and Core 0413012010 Project Number 2009.04 Date 04/30/2010 Drawn B~ Checked By A~~roved By Sheet Number A3.4 12 8 II , " I' "'--L 'I ',--'--""" , I ++-4"-2 13116' ---'.3.I\I!' ~2Y~-y;. -:-----1-L, --{jI'--4'-11 '11R" -l-,," 3 5JB" J SECOND LEVEL FIRE DOOR ENLARGED PLAN r-3'-o\' 4'-213116' 4'-213116' r.o. 3518' 3518' -----'" 1 -,---I-~ N i-ii ~ I I I I ' I I I I , , -1-----t 4'-213116' 4'-113116' ~ ~ 3518" 35/8' SECOND LEVEL FIRE DOOR ENLARGED PLAN 1/4";;;; 1'-QH 6"-;:-, 2114' 3'·1D' -3"' O' -r ~ ., ~ ~ -.,,-, ---TI ~ ~ , I I I I ~ I, I I I , , I, , e +--'-re ~ ~ '-C 1"ll " ----~ 3'-10' 3'-10' ~ 6' GROUND LEVEL FIRE DOOR ENLARGED PLAN 1/4"= 1'-0" ,, '}, ---'l..~_~~~: r r I I I , I 10 28 OO.Cl -GRAB BAA 1018 OOA1· TOILET TISSUE DISPENSER 2240 OO.E3 -TOILET J.----!.A~HHtT_----2240 OO.A5 -UNDER COUNTER SINK -'I.-------l-J.+1 0 ;'~;1Jb;~~~§~~~~~~~ 1028 OOA17 -TOWEL DlSPENSERM'ASTE RECEPTACLE 3 -#----3'-3' ------.I,l~ 3'-0\' --'::;~ ----j-'~ "---"---' ID. 1/4"=1'-0" 11 RESTROOM 203A ENLARGED PLAN -----, -I ~4' ~cp K , +--3'4" ~'~'1 'rEQ~Q-l r.o. "-1 01 (; 0{l JwI rr 1028 OOA1-PAPER TOWEL DISPENSER 22 40 OOA5 -UNDER COUNTER SINK 10 21 13 .. A2 -URlNAl SCREEN 2240 OO.E7 -WAlL MOUNT URINAl 10 2113 .. A1 -TOILET PARTITION 10 28 OOA1 -TOILET TISSUE DISPENSER 21 40 OOH -TOILET '" t::~:r '" T~I I. ~ \D ~ ! ,/J ';.,. '; \ \ , ' '----K --', ~~ !:\ 'N" 1 ', .1 ' \ 1~-\ ~ 'I : : F--~ , I \ ' c · '. , "-//I , I I I , I ~ t , -~_\ -l r , -//f!l )~ , , I' ,--~ ',J.l \j 7(' ~ N-J! b -~ -i , I,\, ---... ~I/;~, K! ~\( (' ~ ""\ \.. ~ I , \ LA) ~ \ ,'-1 ~ \ I ,~ \ /~ I ~M\\ I I \ /'" I -I \ .I ~ 1ll I (' '-1""\ "' I I I-, ./~ I ;:1 A '" J I , --, \ ---1'-03/8" ----t,. .,-;.. , //. (' (' (' /I '" . '" 102800.CI -GRABBAA 1028 OOA1 -TOILET TISSUE DISPENSER ~ If) , \. 7 111' I 8'-2314' /. I 6'') 9'-0\ 114' 7 MEN'S 2 24/324 , WOMEN'S 223/323 ENLARGED PLAN 22 4000_E7 -WAlL MOUNT URINAL A6 • COUNTER MOUNTED SOAP DISPENSER 22 40 OOA5· UNDER COUNTER SINK 10 28 OOA 1 • PAPER TOWEL DISPENSER 10 2113.A1 -URINAL SCREEN 1028 OO.A2-TOILET TISSUE DISPENSER 1021 13 __ AI • TOILET PARTITION , -t ~ 4118" 2'-0318' 3'-4-la-9718" 4' r.o. \. 3518' O KITCHEN 112 ENLARGED PLAN 3 ~~-----114"= 11-0" . ~ 518' ,J., @@@D I , , ~-08 71 OOAI3-AUTOMATIC DOOR OPENNER -, , I, I I I hL "<.-~"--I~' '--' ---Q I 2140 OO.Al -DRINKING FOUNTAIN 1028 OOM -SANITARY NAPKIN DISPENSER 10 28 OOAI • PAPER TOWEL DISPENSER 22 40 OO.AS · UNDER COUNTER SINK 10 2113_Al • TOILET PARTITION 1028 00A1-TOILET TISSUE DISPENSER 22 40 OO_E3 -TOLET 101800.Cl ,GRAB BAR 1028 00.A2· TOILET TISSUE DISPENSER r;-1J.l S Hi~ ~ ~S !f'u.. S~~ lZ.1() :Z .. +---13'·9112' 351B' 3'-0\" ~J.,.J4-1.0. C 4112' -= L ~ .'~_. ~. __--~ -~ ~ ~ -y-_-@r, -----~~BQ~--~WA~Nd---~,~~--------f I I I I r--l--1 :--~ .~ : : ./"' __ 08 33 13.Bl -COILING COUNTER DOOR I ' i ....... fCo SEE? FOR KITCHEN : ~ LAYOUT , ~ ~ :~ -~ I ---~ KITCHEN : b t-~-§'1 _____ 1112 1 -----t--:---1'.4) l..._ I-I<-~ ...J ~=f:=~===rlt,F,R"I-D,,-G""E, -mlESl~tmnn ~ r1 ~ +-------14'-7314'-------f-CD KITCHEN 112 ENLARGED PLAN 6 -------1/4"=1 '-0" 1028 OOA6 -COUNTER MOUNTED SOAP DISPENSER 22 40 OO.A1 -DRINKING FOUNTI<JN Architectural Group P,C, 406 South Hyland Pa~ Dr. Suite C Glenwood Springs. CO 61601 Phone: (970) 945-4040 dpadou9@Qwest.net --------/~f Fi I..O 14~jI-~\'b o ~r ~ -...rf E ~J ~lD B·2 ~ . ~~ ,, ·l ""C ~~D AfW'0v. --z 0 -I-0 0 « <.9 -z 0 -.....J ::l ~ en a <.0 Z ~ 0 co 0 I-"0 « CU ~ L-0 eIn-00 -Z >. -CI-) ~ O>N 0> 0 L-co c: Q) --« WC:C>U.Lc-. « Cl)3: en C"I? 0CI) 0.c>: "00 W L-,-0 e«n O>.0I) 3c:: I -0) Q) 0,," -a.. IC"?<.9 Revisions .. '\ J-/-0 0 N c: :r e (!) ro L :r 13 2 E :";: « 0. 0 @100% Shell and Core 04/30/2010 Project Number 2009.04 Da1e 04/30/2010 Drawn B~ MSH Checked B~ A~~roved B~ Sheet Number A3.8 - r---o~"'~_~mM' cp ++--------~------------~----~------_+--------------------~----~----~-12r·ll~' ----------~----------------------+-----~----~----------_+------------~ I I I 08 441 13A16· CURT fN WALL COLOR~ I ! I I 04 20 OO~. BRICK SOLDIER COURSE · 3/81 JOINT I 04 COURSE · JOINT 302A '-----08 44 13.Al · 04 20 00A4 . BRICK ROWLOCK COURSE · 3/8' JOINT '---04 20 00.A2· BRICK VENEER .3/8" JOINT I I ~ ~3.4 Y ?~ I I 5A1A·1J4rPlATE~UM.PANEL,COLORA I I I I ' 1071 13A2· HORIZONTAL S\ltAA SCREEN I 1071 13.Al . VERTICALSOJRSCREEN I I ~ ¥ ...---,----0742 15.A1A ,114' PLATE ALUM. PANEL, COLORA I ~...."..,...,j,-:h-rrr-T-~.-h-r---rTT"T01II I I I I 0742 15A1A· 114'PLATEALUM.PANEL,COLORA ----~......':"-.-J ~~!....L.~~--------i~--::::::::=:~~:==T-f====--:l;---08 4413A14 · CURTAIN WALL COLOR A ----~---~lilIJ 10 711 3A2 . HORIZONTAL SOLAR SCREEN ~mrl fH.r.....u 1071 13Al · w<onr'., SOLAR SCREEN I I :c-1~ _----0573 DON . EXTERIOR ORNAMENTAL GUARDRAIL ~~~~~~~fL-------1071 13.Al • VERTICAL SOLAR SCREEN T.O. CONC. ~ EL 126'-8' .;..._------10 71 13.A2 · HORIZONTAL SOLAR SCREEN _-------08 44 13A16· CURTAIN WALL COLOR B _-------07 4215A1A · 114' PLATE ALUM. PANEL, COLOR A 2 T.O. CONC. ~ fL 113'-4' __ ---04 20 DOA2· BRICK VENEER· 318" JOINT __ ---08 41 DOA2· STOREFRONT ENTRY DOOR T.O. CONC.~ Elo 100'-0' West Exterior Elevation 1/8' = 1'·0" 07 54 19A1·D~CORADHERED MEMBRANE ROOFING ----~---I~~~iiilii~illlll~~~~;~== 1"r-..I...J+J....I.L.L.H.J..ft'-J....I.-'-'-'--'-1'-'-r-'-'-'-I-'-''--i IT==;====;;;;-;tr--1071 SOLAR SCREEN ~~~~I'AIN WALLCOLORArr_"T' _ jp""_"'"iF_~ I i T.O. CONC., EL. +1 26'-8' 10 7113A2 · HORIZONTAL SOLAR SCREEN ----~ 04 20 1IOA2 . BRICK VENEER · 3/8' JOINT ---""" T.O. CONC. , EL. +113'-4' 04 20 DOAJ · BRICK SOLDIER COURSE · 3/8' JOINT ---------~~ 04 20 DO.M · BRICK ROWLOCK COURSE · 3/8' JOINT ---------e;S;; T.O. CONC. , EL. +1 00'-0" I I I SOLAR SCREEN I I 04 20 00'1' BRICK VENEER· 3I81JOINT 1 South Exterior Elevation Architectural Group P,C, 406 South Hyland Par1c. Dr. SuiteC Glenwood Springs, CO 81601 Phone: (970) 945-4040 dpadoug@qwesl.nel --,,¥1 t ---~~, /~~~ t-01 ~~£ ""-'Y1 : ~ F E LD ~ B· 491 ~ f-'0<,,; ·1' l<J <S' ~ -t '0~ "~£D ARC /---:. --Z 0--~ 0 0 <{ (!) -Z 0 .-.J ::J ...-I1l 0 to Z ...-0 co -0 ~ '0 co ~ 0 ~ 0 C-zI) >-u--en ~ e'N 0> 0 0 Q) co ,C ~ 0 C>-~ N <{ WCOc.. :c:>i <{ en;:CI) 2 (!) I en ..c '0 ~ M 00>0 ::> U W ~'-0 .!l U I ;: :c CI) ."{ <{ >-0> C <{ I -0> Q) 0.. ~M(!) D a.. @Revisions 100% Shell and Core 0413012010 Proiect Number 2009.04 Date 0413012010 Drawn B~ RHMIMSH Checked B~ A~ ~roved B~ Sheel Number A4.1 07 4215.A1A -114' PlATE ALUM. PANEL, COLOR A -____ 10 7113Al-VERTICAL SOLAR SCREEN -____ 10 7113.A2 -HORIZONTAL SOLAR SCREEN 04 20 00.A2 -BRICK VENEER· 318' JOINT -__ ~g 07 4215.A1A ·114' PlATE ALUM. PANEL, COLOR A -----Illll 10 7113.AI • VERTICAL SOLAR SCREEN -___ ~ T.O. CONC. EL. 126'·8' 10 71 13.A2 -HORIZONTAL SOLAR SCREEN 0573 00.A2· ORNAMENTAL GUARDRAIL ~ 1.0. CONC. f lo 113'-4' 101400.14· BUILDING IDENTIFICATION MARKER ---· , 074215AjB -114' PlATE A UM. PANEl. COLrR B INSTALL I LOGO , I I " J 0742 15.ASA -COLUMN COVER, WLIJ" A I 15A6A · COLUMN COVER, , I' 07 t2 15A1A. 1141PlATEALU PANEl, COLORA --,. L ~~'l i: [-I', r::t:::::t=~===i=======l'F' I'" T.O. FASCIA _ ~ 'I'EL. 142·' 114' ~ -==" ,-T r .."-"--=-~-+-1~41 ~ I H-, __b L-' 07 4215.A1B ·114' PlATE ALUM. PANEL, COLOR B I I 08 '14" '.A" . C~RT.A1N , , , I 0573 CO.A2· CfNAMENTA\ GUARDRAIL , I I I I I 04 20 CO.A2· B~CK VENE~R. 318' JOINT I I I OB4413AI6-CURTAINWALL to 04 20 00.A3· BRICK SOLDIER COURSE-u I I 08 4413AI6' ~RTAINWi' LCOLORB I ' , , " 074215A6B·COLUMN 1 VER,COLO B , 0420ooA4.BRICKROWLOCKCOURSE·3I!I' I OINT , I " 'I I 084413AI6 · CURTAIN WALL COLOR B I ,I , I I "I ,I", , I ' I I" -'-'~'--~-~--------t--~-----+-~--i-------~---~-+ -------~ -~---~-~---~-~I-~ -------------~ 1.0. CONC. Elo 100'-0' East Exterior Elevation 1/8·~1 '.()" Architectural Group p.e, 406 South Hyland ParK Dr. SuileC Glenwood Springs, CO 151601 Phone: (970) 945-4040 dpedoug@qwe!d.net --~Ol' (0 Ii ~~ :1 ~<b '\ -F'll ElD J. ~ B.~491~ J-~ .1't'V ~<S> ~tD ARCv-.\ --:.-Z 0-I--0 0 « (9 -z 0 -.....J ::> ~ III a <0 Z ~ 0 co 0 I-"'C « ~ 0:: 0 Ien-00 z ~ -C/)-~ O>N 0> 0 L.. co C " ~ Q.) .-" c~"" N « wroc.. :cJi « (J)~en e (!) I M (J) ..c "'C ~ 00>0 :J 13 W L.. .-0 .l!! en OI ;: :E ~ « ~O') C « « I -0') Q.) 0. 01'---0 0... IM(9 @Revisions 100% Shell and Core 04/30/2010 Project Number 2009.04 Date 04/30/2010 Drawn B~ RHMIMSH Checked B~ A~~roved B~ Sheet Number A4.2 ~ 8.0. SHADE EL 121 '-4' $ T.O. FOOTER ~ ,/, T.O. STEEL 'r Elo VARIES WITH . , B.D. SHADE Elo 134'-8' . + T.O. SHADE EL 129'·8' . , B.D. SHADE EL 121 '-4' I! 11111 I GIS Oill I ADMIN. ASSIST. 010 STORAGE c::DTI CORRIDOR Dill ES (~FFII FS 220 ~ CONFERENCE ~ MEN'S ~ ~ff4f T. O. CONC. + EL. 126'-8' T. O. CONC . ~ EL i 13'-4' BUILDING SECTION 1/S'=1 '·O' I ~ . ~ T.O. STEEL do. 1 1-Elo w '·" -"0' T ;@_ _ ----'T.O~'. -Sf~HAO~E'""d'o.~ Elo 129'-8' ." T. 0, CONC. , EL. 126'-8' ~m~ ~.y~========~I JJ~~==========:::m~----~T.AO'C~ON~C'~do. j J 1 Elo 113'-4' 'V WOMEN'S '" ~ " r0. CORRIDOR Dill GIS Oill ~~ ========~======LUL1==~~~~====~~ . ~ TO CONCA -:;;.~;;:;t;;tI Il!l!t., ~ rr-: -' ~. h~ LL ""'-o. T ..".' HTi.FO; #,F. ~OOiiiTE~R","",---_ -~b~J ---..:rREFER TO STRUCT. -~\~B~U~IL~D~IN~G~S_E~C_TI~O_N_ __ _ , T.O. STEEL f lo VARIES WITH S , B,O. SHADE fL 134'-8' , T.O. SHADE EL. 129'-8' $ B.D, SHADE EL 12] '-4 ' , T.O. FOOTER REFER TO STRUCT ~ ~ ~ LOPE I -, --, 1 -~ 11 I ..,. -~ @A /~ ~ ".-7 11 " .. l1 "'-lOll CHASEJSOFFIT /~ H.Rj ~1~iER. lUI :!-] 1 1 1 1 ED OFFICES @D 1 1 1 1 111 116 I 1 1/8"=1 '-0" €Y ,,'17 ':A" . /I 1RFiii2l ~ /'C/T.O. 1 1 El. 137'· • . ICW7.oll -H.R. ASSIST. ~ -T.D. SHADE , EL 129'-8' ~ 1. D. CONC. ~ 1 ,, EL. 126'-8' I .. : ~ ~ B.D. SHADE ICW7.01 -Elo 121 '-4' T ED. Ot-t-~t I 210 ~ 1 1. D. CDNC. + EL 113'-4' i~lf KITCHEN I (J2D , f.hl '. .~ I 'C'.:.Y T. O. CONC .... ~ ' ~ 'n ~ LL , IW·U' T -I N 4 BUILDING SECT 0 1/8"=1'-011 ? ... T.O. STEEL lmH==~~=t=:!:::::='===F==:::= :!==€'~"'="=i"'" ( ~ Elo VARIES WITH SLOPE--I ~ I RFM.~. .,,~ ..... .. ;@• T.O. SHEL l EL. 137'-83/8' ,B.a. ~~~~~=-~---------4~~~,' SHADE Elo 134'·8' J., III r""· ... ". CW70, H,R..s.\lEER. fTO, CTC~~SOFFI H.R. ASSlsT."o~1 .. "I" ...... ,/, T.O. SHADE ~ 314 ~ T.O. 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' ....... !ill 1 2 ® I , I 1 II ® • • STAIR []ill BUILDING SECTION 1/81 1 ~ 1 '-(11 08 I III ... ;I~ I ~ ........... . 1 1 1 1 T. O. STEEL , EL. 139'-5 112" \\ ~ .. ..... . ...... .,, ~ T.O. CONe. EL. 126··S· ~----r-~~~~~~~~~'-~F=~~~~~~~~~~--I ; L ~ 1,-; CORRIDOR ARCHIVE ! ~ I' WpRK . TA IONS IJJIJ ~ ~ : III I ,121 -I-,..: .iF====j EXTERIOR ~ . E12.041 r--,~;;::;;;;;;;;;;...! -.............. 1---4 If--I----!f-....J ! 4 J.. T.O. CONC. .,2 • ... ' .. ..... FlC.01 ~~========LJ====~~~c.~F ~k=======Jrb-~========~::~~r===~Jl.= =~~=I,~, ~===='L~ ~~--~-----.J ~FLC.~01 ~'~' ~II :1==~~~~==Jl==~F~tC.01 ~_ ~~=~~M;~~.o.~.~. ,r• ~.~7.,~~T. O. ~CONC~. rl TEL. 100'-0' ..:. .-fI' 'Nl"T, ''''iti '. • I,,",' 'I ",,0.,., . ~ ' I~ I -ri!: ,f I : ~ 'c~r' ELlOO··O· 'f i-, T.O. FOOTER ! " i E12.0 ~E~1207@±tE, CE1~.O I I '. . E12.07 ,;~ : crREFERTO STRUCT. il·', .. ,' Ji .. : ...... 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Ll .-<' -A V _//, /~ ....-. ,,',. ///d /~ /'/"//[;7/////09 21 laGB12· 5/8' GYPSU~ WALLBOARD -0922 16. 13.D3 • 3 5/8' METAL STUes@16" O.C. -0721 00.86·3' RIGID INSUlATION 1/2' AIR SPACE 0331 RE:S 00.A6 -CONCRETE FOUNDATION WALL TRUCTURAL ~ 2"AI RSPACE ~0405 13.Al·MORTAR ~ 0420 OOAl· BRICK VENEER -318' JOINT 0405 I 9.N2 • MASONRY CHANNEL ANCHOR CE12.04 SCALE: 1-1/2" = 1'-0" 11-,-, i= -11_ ~I =Il I rl 1-' I~ =11 = :::L LI ..:1 1-.--L <1 CE12.03 <J <I <I Iil+tlH II J -nllilT1~,J,-_--~-BACKFill PER SOilS REPORT In I; Jf l -'b [ ,1 ~-072100.84·2' RIGID INSULATION _ -03 31 OO.AS· CONCRETE FOUNDATION WAll RE:STRUCTURAL ~-07 I 113A 1 . 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CE12.06 INTERIOR :t. , ~ • -<--• /, ---<'l <I f-:-L [' 7 : , -CE12.02 -.() 'l..-j -.... .' , • Ll .... <I Ll Ll <I i <I w , Ii V SCALE: 1-1/2" -1'-0" EXTERIOR A Ll xl y; ~ -1,U --~ I -r---x: I.----Ll -~ -'-..-IX; -1'= :~I , .I=I -.X ,. 1\ ~ . -, <J , j 9 ! , T------L: ->( ; Ii I X XI< ~ = , ~ ~ 1 II L, " I ~ == ~ t -~. 5: ' L ~ <J , A ~ SCALE: 1-1/2" -1'-0" 112' AIR SPACE 09 2216.13.D3· 3 5/8' METAl STUDS@16"O.C. 09 21 16.GB12· 5/8' GYPSUM WALLBOARD 0725 OO.w3· SMll FLAME RETAROANT POLYETHYLENE VAPOR BARRIER 09 21 1S.GS12· 5/8' GYPSUM WAllBOARD 09 22IS.13.F3· S' METAl STlDS@16'O.C. 072100.86·3" RIGID INSULATION 5/8' AIR SPACE 0331 OO.A6· CONCRETE FOUNDATION WAll RE:STRUCTlRAL 04 0513.A1 • MORTAR O42200All·S'CMU 07 " 13Al -BITUMINDUS DAMP?ROOFING 07 1"3M· 2" INSULATED DRAINAGE BOARD BACKFill PER SOilS REPORT C18.01 SCALE: 1-1/2" = 1'-0" INTERIOR EXTERIOR , V Ll , " '///$ --"{j <'l ~ --/I , ----% <1--------77/'£4---Ll -.//;a ///, V~ -Ir-/I ---------::; f/~ <I I .... t7ij • l-//.() <I • Ll ~ <I , <I rr ~ A /I V CE12.05 SCALE: 1-1/2" -1'-0" INTERIOR EXTERIOR -" b: Ll V ~ ,J----07 I:: < -~ I TI PO IE !If I~ 'X x Eo ~ ~E,iL I!: I" --4 c.-x T.JJJ'o -'s< III <I X ~ :l± -if 1\ I i~ -"'?J 'T ---x~ ~~ Ll ~ ~ -Ll x: K( <J 'I'i':' ' ~ ls< ~ :~ /I.() <I ... <J x. Iff ~ llt <J 111M Ll A ~ V CE12.01 SCALE: 1·112" = 1 '-0" ~--------------~ 09 21 16.GB'2 • 5/8' GYPSUM WAllBOARD 0725 00W3 • 6MIl FLAME RETARDANT POLYETHYLENE VAPOR BARRIER 09 2216.13.F3· S' METAL STUDS@IS' O.C. 0721 00. -3'"RIGID INsurATION 5/8' AIR SPACE 0331 OOM· CONCRETE FOUNDAnON WAll RE: STRUCTlRAL 2" AIRSPACE 04 20 OOA2 • BRICK VENEER· 3ilI' JOINT 04 05 13A1 • MORTAR 04 0519.N2· MASONRY CHANNEL ANCHOR 25 00.W3· S~ l l FLAME RETARDANT l YETHYlENE VAPOR BARRIER 09 21 1S.GBI2· 5/8' GYPSUM WALLBOARD 09 22 1S.13.D3 · 3 5/8' METAl STUes@18" O.C. 072100.B6·3' OINSLtA · 1/2' AIR SPACE 0331 00.A6· CONCRETE FOUNDATION WAll RE: STRUCTURAL 0405 13Al-MORTAR 042200Ali ·S'CMU 07 11 13A1· BITUMINOUS DAMPPROOFING 07 II 13M-2" INSULATED DRAINAGE BOARD BACKFill PER SOilS REPORT Arch itectu ral Group p,e, 406 South Hyland Paltl Dr. Suite c Glenwoo::l Springs, CO 81601 PhOne: (970) 945-4040 dpadoug@qwest.nel ::----A ~~Of,.. O<~ -fit) V\ i/~o ~i~ R. 0 "'<D' iFf/ElD ~ B-'b --\ -o~ ,j. ~t; I"rS£'D ARCY-" "-/......... ---z 0 -~ 0 0 « (!) -z 0 -....J ::::> ..-C:l 0 (0 Z ..-0 CO -0 ~ "0 ro ~ 0 ~ -Cf) 0 -0 -Z >. C/)-~ E'N 0> 0 Q) CO .C « wC ro>.c ~.. « C/);=C/') I (") C/) ..c "0 00>0 W ~.-0 OI ;= Cf) « >.0> C J: --0> Q) a... IO(,r-,-).( -!) Revisions '\ J-0 ~ 0 N 0; "e (!) ~ u" .!!l :.2 ~ « « Q. 0 @100% Shell and Core 04/3012010 Project Number 2009.04 Date 04/30/2010 Drawn By RHM/MSH/DRP Checked By AQQroved By Sheet Number A6.1 ,-. ~ ~ GRAPHIC SCALE 60 0 JO eo 120 240 ~~l!i-~"'~I ~I~_I""--I ( IN FEET) 1 inch = 60 fl LEGEND 0 ASPHALT 0 GRAVEL 0 CONCRETE WATER LINE \I ----\1--SEWERUNE ss ----ss---FENCE LIM, x ---x--GAS LINE OVERHEAD ELEC ---or ----CI(--BOUNDARY LINE EASEMENT LINE TELE. PEDESTAL C'II UTILITY POLE <n., FIRE HYDRANT GAS METER ~ ELECTRIC VAULT []] ELECTRlC TRANSFORMER WATER SHUT OFF ~ ELECTRlC METER lEI ELECTRIC MANHOLI:. SEWER MANHOLE ~ SEWER CLEANDUT @WATER MANHOLE ® lRRIGA TJON CONTROL BOX flil LIGHT POLE ¢ STORM GRATE iii PVC RISER STEEL BALLARD 8 CONCRETE LID CATV PEDISTAL 0 ELECTRIC STUB 9 STEEL LID • BURlED GASLLNE MARKER 4-SIGN ~ GUY WIRE 1 STORM SEWER MANHOLE © I) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY STEWART TITLE OF COLORADO, INC. GLENWOOD SPRINGS DIVISION, ORDER NO. 10061, DATED DECEMBER 3D, 2007. 2) THE DATE OF THIS SURVEY WAS DECEMBER, 2007. 3) BASIS OF BEARINGS FOR TIlTS SURVEY [5 A BEARING OF N 88" 10'01" W BETWEENTI-IE SOlJlHEASTERL Y CORNER, A #5 REBAR AND CAP LS. 1115710 FOUND IN PLACE AND 11-1E WITNESS TO THE SOUTHWESTERLY CORNER, A 1;5 REBAR AND CAP L.S. #15710 FOUND IN PLACE. 4) TIllS SURVEY IS BASED ON TIlE BOOK 706 AT PAGE 303, BOOK 1002 AT PAGE 007, BOOK 1387 AT PAGE 165, A BOUNDARY SURVEY OF CARTER JACKSON'S PROPERTY PREPARED BY SC.HMUESER GORDON MEYER, INC. DATED FEBRUARY 7, 1995, DEPOSITED AT RECEPTION NO. 246 OF TIlE GARFIELD COUNn' CLERK AND RECORDERS OFFICE, A SURVEY PREP J\RED BY OTIIERS IN W1IICH TIlE ACTUAL CENTERLINE OF THE D&RGWRR TRACKS WERE LOCATED IN WHICH THIS SURVEYOR WAS INVOLVED WITH AND CORNERS FOUND IN PLACE. 5) ELEVATIONS ARE BASED ON A GPS OVSERVATION ON USGS BENCIIMARKQ-158 (1929 DATIlM -0.32') YIELDING AN ON-SITE ELEVATION OF 5902.77' ON THE SOUTHEASTERLY CORNER AS SHOWN. CONTOUR INTERVAL EQUALS I FOOT. 6) THERE WAS APPROXiMATELY 1-3 INCHES OF SNOW AND ICE ON THE GROUND ATTHE TLME OF SURVEY THEREFORE, CERTAIN IM PROVEME"'TS MAY EXIST THAT HAVE NOT BEEN LOCATED DUE TO VISIBlLlTY. 7) UNDERGROUND UTILITIES LABELED "PER A MAP PROVIDED BY OTHERS" IIA VE BEEN OVERLAID FROM A ORA WING PROVIDED BY THE CITY OF GLENWOOD SPRINGS. IT IS BELIEVED THAT THE LINE WORK SHOWN IS FROM OLD CONSTRUCTION DRAWINGS AND NOT LOCATIONS FROM ONSITE FlELD AS-BUILTS THEREFORE, PSI IS UNCERTAIN AS TO THE ACJ'UAL LOCATION OF THE FOLLOWING UTILITY LINES, WATERLINES, FORCE MAIN SEWER LINE, GAS LINE. CONDUIT & A PORTION OF UNDERGROUND ELECTRJC LINE IN THE PARKING AREA FROM A WATER MANHOLE TO A LIGHT POLE, 8) THIS PROPERTY IS SUBJECT TO RIGHTS-OF-WAY OR EASEMENTS FOR TELEPHONE AND TELEGRAPH LfNES AS DESCRIBED IN BOOK 168 AT PAGE 160, AND BOOK 168 AT PAGE 162. 9) THIS PROPERTY IS SUBJECT TO A PATER PIPELINE EASEMDii FOR THE POLLY NO. I SPRING AS DESCRIIlED IN BOOK 3 15 AT PAGE 154. H IE LOCATION OF SA ID SPR ING IS UNKNOWN AS IT WAS NOT LlSTED ON THE COLORADO DEPARTMENT OF WATER RESOURCES WEBSITE. 10) TIUS PROPERTY IS SUBJECfTO A WATERLINE EASEMENT AS DESCRlBED IN BOOK 863 AT PAGE 380 AT THE NORTHEASTERLY CORNER OF THE PROPERTY. II)THIS PROPERTY IS SUBJECfTO MAITERS DESCRIBED IN REG. 0 . 190225 AND DOCUMENTS LISTED THEREIN. l'oOnC6: ACCORDING TO COLORADO LAW YOU MUSTCOMMJiNCE ANY LEGAL ACTION BASW UI'ON M'Y DEFECT IN THiS SURVEY WITHIN THREE YIiARS AfTER YOU FIRST DISCOVER SUCH DEfECT. IN .'0 EVENT MAY ANY AcnON BASED UPON ANY DEJiECf IN 11-IIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF C~TU-ICATIOS SHOWN HliRkiON. \ \ I I I IMPROVEMENT AND TOPOGRAPHIC SURVEY A PARCEL OF LAND SITUATED IN THE SW1/4NW1I4, NW1I4SW1I4 OF SECTION 26 AND THE SE1I4NE1I4, NE1I4SE1I4 OF SECTION 27, TOWNSHIP 6 SOUTH '" 'r~ rr. '" i-4 \ \ I I /CLiRVETABLE RANGE 89 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO \ i \ \ I I ,I I \ 1 i , I , I , Ii I , 1 I ! i ///i I i I ,! I I I I , I i I' I i I /,, I I J ! i i ! I I \ ) 1 J /. /I i ; I j I .Ii I. I ! ! ,: ,I IJ ,I ,J i i f I j /i/'f!; 111,//, //i I \ \ ./!i I ~ /I .... clu>ru SPIKE KhI'AK If< CAP L.S. #15710 (FND) I /\ ... -I \ • '--:SlI1C ..--. " /Peak Surveying Inc. p,O, Box l746 #5 REBAR & r ,0./, L.S. #37935 rOBE SET Drawn By: JRN Checked By: JRN ate: CURVE RADIUS LENGTH ANGEN CHORD BE.ARING DELTA PEAK Rille, CO 81650 Phone (970) 625-1954 Fax (970) 625-2954 www.peaksurveyinginc.com 1·8·08 Surveying, Inc I 928.3' 67g.2' 355.08' 663.30' N 13°07'!W W mputer Fl : 063 .DWG , NO, Date \ I i J ! I I \ I I \ \ \ I I //\ \ ,1/~ t j ! ',' 114" RFTA ALUM. I /I I I I i /J ! I I Revision . 16401 (FND) COOT ROW MARKER IN CONC. /B PRoprRn DFSCR!PTIO~ A PARCEL OF LAND SmJATED IN THE SWI /4NWII4, NW1/4SWII4 OF SECTlON 26 AND THE SEII4NEII4, NE1I4SEII4 OF SECTION 21, TGWNSfUP 6 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER OF SAlD SEcnON 27, A 3 1/4" ALUMINUM CAP L.S. NO. 19598 FOUND IN PLACE; THENCE SOO"5 I'03"E A DISTANCE OF 212.32 FEET TO TH£ SOUTHEASTERLY CORNER, A NO.5 REBAR AND CAP L.S. NO. 15710 FOUND IN PLACE, ALSO BEING A POINT ON THE WESTERLY RIGHT-OF-WAY OF THE ROAltlNG FORK TRANSIT HOLDING AUTHORlTY, THE POINT OF BEGINNING: THENCE N88<tlO'01~W ALONG THE SOUTHERLY BOUNDARY OF A PARCEL AS DESCRIBED IN BOOK 1002 AT PAGE 007 OF THE GARfIELD COUNIY CLERK AND RECORDERS OFFICE A DISTANCE OF 818.80 FEET TO A POINT IN THE CENffiRLINE OF THE ROARING FORK RIVER; THENCE N 13"23'52"E ALONG SAID CENTERLINE OF THE ROARING FORK RIVER A DISTANCE OF 163.16 FEET; THENCE CONTINUING ALONG SAID CENTERLINE N02"0I '05"E A DISTANCE OF 152.76 FEET; THENCE CONTINUING ALONG SAID CENTERLINE N25"S8'41"W A DISTANCE OF 11 9.96 FEET, THINCE CONTINUING ALONG SAID CENTERLINE NOO"30'34"E A DISTANCE OF 231.55 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF A PARCEL AS DESCRIBED IN BOOK 1387 AT PAGE 165 OF THE GARFiELD COUNTY CLERK AND RECORDERS OFFICE; THENCE LEAVING SAID CENTERLINE ALONG SAID SOllTHERLY BOUNDARY N6J<101'3S"E A DISTANCE OF 845.98 FEET TO THE SOUTHEASTERLY CORNER OF SAID PARCEL; THENCE LEAVING SAID SOlITl-IERL Y BOUNDARY ALONG THE EASTERLY BOUNDARY OF SAID PARCEL N03<t II'2S"W A DISTANCE OF 151.96 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF SAID ROARING FORK TRANSIT HOLDING AUTI-IORITY; THENCE LEAVING SAID EASTERLY BOUNDARY ALONG SAID WESTERLY RlGHT -OF-WAY ALONG THE ARC OF A CURVE TO THE RlGHT IIA VlNG A RADIUS OF 928.37 FEET AND A CENTRAL ANGLE OF 41 " 51 '4 1", A DISTANCE OF 678.28 FEET (CHORD BEARS SI3"07'51"E A DISTANCE OF 663.30 FEET); THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY S07"47'S9"W A DISTANCE OF 307.23 FEET; THENCECONTINUlNG ALONG SAID WESTERLY RlGHT-OF-WAY N86<t48'25"W A DISTANCE OF 25.08 FEET; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-Of-WAY S07"47'59"W A SISTANCE OF212.47 FEET TO THE POINT OF BEGINNING ; SAID PARCEL CONTAINING 17.272 ACRES MORE OR LESS. /01 G PLpg ~o( /9y, o.o'\) -J .F IM?ROVhMh\:r Sl. RVf,y <; "-1 'Yr," r 1 HEREBY STATE THAT THlS IMPROVEMENT SURVEY WAS PREPARED BY PEAK SURVEYING, INC. FOR HOLY CROSS ELECTRlC ASSOCIATION AND STEWART nnE OF COLORADO, INC. GLENWOOD SPRINGS DMSION. I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRiBED PARCEL ON Tl--US DATE, DECEMBF.R 24, 2007 EXCEPT UTILITY CONNECTIONS, ARE F,NTIRELY WITHIN THE BOUNDARlES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON TIlE DESCRIBED PREMISES BY IMPROVEMa'TS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. I FURTIlERSTATE 1llAT I HAVE EXAMINED TIlE TITLE COMMITMENT PREPARED BY STEWART TlTLEOF COLORADO, INC. GLENWOOD SPRINGS DIVISION, ORDER NO. 10061 DATED DECEMBER 30, 2007 AND FIND ALL EXCEPTIONS TO TITLE THAT AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON TO THE BEST OF MY KNOWLEDGE AND BELIEF. BY", ,",,,"",~,,~un,.~----JASON R. NEIL, L.S. NO. 37935 HOLYCROSS ENERGY ASSOCIA nON GLENWOOD SPGS. HEADQUARTERS 3799 mGaw A Y 82 IMPROVEMENT & TOPO. SURVEY Project NO. 07063 lOF3 116 10 DO.WP23 . 314' EXTERIOR GRADE PL YWOOO 05 os 23Al • 1Ir BOLT (COUNTERSUNK) 061000.KS· FIRE RETARDENT TREATED LUMBER 2X 06 10 OO.KS -FIRE RETARDENT TREATED LUMBER IX CANT 0771 ooAS· METAL FASCIA ;, T.O. 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FIRE SAFING I FLC.03 I ~;'~T~.O.~C~ON~C~.---------nll~~~O~O:-:r~~I ,----.c-j_~ 'l' EL. 113'-4' ~ L <) Ll f--0754 00.A6 • INSULATION STIFF BACK ANGLE --1n1 V?r ---+ --------q------+-----0784 OO.M • INSULATION SUPPORT CLIP AND PIN -t1tr1><~~~~ 0754 00A7 • FIRE INSULATION -ttl-t~jq "--0754 ooAJ· Z CLIP INSULArON SUPPORT 08 80 00.E7 • INSULATED SPANDREL GLASS -++-1 r"..-SYSTEM -;"CW-S--2001'~-, .. ~ ~~ .J~I 092216.13.06.3518' >?;: < SUP TRACK ~ ,><, ~ >-c-, I CW7.02 I SIM. ; ~ II >?;:> '>>?;: ,I ~ ~ '> I ~ 'x>.... ;" 6 METAL FRAMING CLIP TO CURTAIN WALL __'-'--11 I--~ i:s: J ' . . @VERTICAl MULLIONS 3E ::s: : . 09 2116.G88· 518' J CASING BEAD =~~=~:...~ ~~~~.:I 12 2413.Al0 · ROlLING SHAIDE FASCIA COVER ~ , 122413AJ·SURFACEMOUNTEDMOTORIZED --!-JL >< ROLLER WINDOW SHADE (SINGLE SHAlDE) '" I Ht::lln-...>.<., .,H c--. -.. ~-ttt~I-~ 0-t.-! 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'l' EL 126-8' 7 r< UL SYSTEM " CW-S-2001J ~ '1f----:--~' .-.-'-' ----,' •• • :<-. ---.-----.'.'1-.-----f /~/~---/' "\ ---rr....>-< METAL FRAMING CLIP TO ANGLE =~~ jr~~~~L~'t~~~!---ll OS 1200Al03·STEELANGLE I~ OS12 OOA1· STRUCTURAL STEEL I~"~ RE: STRUCTURAL 1"'-""" 051200Al00· TUBULAR STEEL COLUMN -~,~ I ME6.05 :\ .1 I . Ut I AIL 2./1 112" '" l'Q I~ ~~ 10-.."'0 l~ ~ ~ 0512 OOA100· TUBULAR STEEL COLUMN -----...-1~~~i"i:'~ I I 07 54 OOAJ· Z CLIP INSULATION SUPPORT ---............ ~~ ___ 0784ooAS · l'FIRESEALCOMPOUND -------........~ ~""~::::. ~_-I-__ \ I\... 09 2216.13.06· 3518' SUP TRACK V-09 2216.1 3.03· ./' 35/8' METAl --, STUDS@16' O.C. I r 09 2116.GBI2· 5I8'GYPSUM WALLBOARD ~ 092216.13.03· 3518' METAl STUDS@16' O.C. r-09 2116.GBI2· ./5/8' GYPSUM WALLBOARD 078400A2.FIRESAFING -.............~r--.. ~~ .......... \ I FLC03 I ;, T.O. CON~. _ _ ~ K~~-+-_~,...--I!A.._-+.....-~ 'l' EL. 113-4 ~ ~ f-., "i'rf ' 4' .: • '" • ~'~ ~ /{ ,..... /( "'><'; ./METAlFRAIMINGCLlPTOANGLE ~~ ~; 0512ooAl03·STEELANGLE ~ 051200.Al • STRUCTURAL STEEL RE: STRUCTURAL I ME6.01 ~ ~ ~~ ~ ~ ~ ~~ ~ Architectural Group P.C. 406 South Hyland PBrit Dr. Suite C Glenwood Sptings, CO 81601 Phone: (970) 9454040 dpadoug@qwest.nel z o I-oo « t9 -oz ....J e=n> z -o ~ I-(J) -Z ~ o « <f (") w (J) « I a.. Revisions @100% Shell and Core 04/30/2010 Project Number 2009.04 Date 04130/2010 Drawn B~ RHM/MSH Checked B~ A~~roved B~ Sheel Number A7.6 07 5419Al-DeCOR ADHERED MEMBRANE ROOFING @050523Al -112' BOLT (COUNTERSUNK) ----.,. ~ .. , oo,"<~'"""_ 0610 OO.~E RETARDENTTREATBl UMBER2X I . METAL FRAM:NG CLIP TO ANGLE 061000J<5.FIRERETAROENTTREAT EDlUMBER IX CANT ~ ~ OS I200Al03·STEELANGLE l 1 RFM.Ol 077100AS·METALFASCIA =:\J _ ~" 1///2'·11518" A 1 079200AJ · BACKERROD ~ 07 90 OOA 1 • SEALANT ..., -~<:::. -Il:-l ---" "0 ~"""--'-t -os 40 OO.Bl ·7/11' HAT CHANNEL --~ ~<fhI -~ T,O, STEEL . ~ -\ \ /\ /\ \ /\ /Pd EL. VARIES WITH SLOPE---1,.::lUI: 101 i I I I ME6.03 I ; I C>< 05 12 OOA 1 . STRUCTURAL STEEL .,,'" , ~g3 ~ ,"IL __ ...J' I, « ~ , , ~, , , ;.. , , ?/0512 00.Al03 -STEEL ANGLE , , I , , METAl FRAMNG CLIP TO ANGLE ~ , , , I , , j '-J ,' ,, J~~ rll 1}. ~. '[YJ. v~ "-,-LX v ~ ' \1 ~ , ~ B.O. FRAMING i Ir____. 1L Ai I:V -;;h{ I . EL. VAR IES WITH SLOPE ; ~ , r ['1-, "\ ~ -. -. ---. ."OO""'AA'~" ~ 0792 OOAJ· BACKER ROO I CES.Ol I I~ 0792 OOAJ -BACKE ROO 1 CMS.Ol I 0790 OOAI • SEALANT "'-0790 OOAI • SEALANT PANEL RETURNS & SEALANT @ALL STRUCTURAL I I ~ 079200AJ.BACK~ ROO SUPPORT PENETRATlONS@PANELS 0I 0I 079000Al'Si I~~O o· 1'-1 1/4" , • L CW7.01 I I I I I I 8" 2'·1 1/4" , , I I 7" I I DB 44 13.A13 -INTERIOR LIGHT SHElf , I I /r 12 2413,M -SURFACE MOUNTED MOTORIZED ROLLER WINDOW SHADE IDUAL SHADE) r : 122413.AI0· ROLLING SHADE FASCIA COVER 0512 OOA10· TUBUlAR STEEL I I -"1+ 0 0; /! I ~u; V -JV ~ u. 107113A2 -HORIZONTALSOLARSCREEN I !f I I 1 1 10 3'-6" 0 0 ~I+ 0 0: ( I I 0 0 0 0 0 0 0 0 0 ~ B.O. TUBE STEEL [ ----------------EL. 134·8" "" I~ 0 o. ·, fI o ~,~,F!.I~!FASCINSUNSCREEN DETAIL r--OS0523Al·II2' BOLT (COUNTERSUNK) ~I:O OO.K5· ARE RETARDENT TREATED LUMBER 2X 2'.1" ------~11'-· -6"-,//061000.KS· ARE RETARDENT TREATED LUMBER IX CANT 1 RFM .Ol ,. • 9"---t /( ~ 077100AS.METALFASCIA [=AJ~j~~I=Plc jiiI j ~llllm~ ~ V ~ 07 92 00AJ-BACKERROD V -079000AI-SEALANT -.-vy--\n Jl. K N,--V 054000.BI·7/S'HATCHANNEL F=h\=/~=='\=:b/.==\,fbC,=!/::::I-"c'=-~=""-==-=Fr:/~~~~\~/~~~=\:~~:~~:;:>~7-~2:"«" N:", -Ei:. VARIES 0iT~' ;~~~~ ~ r---I "'1'----OS41 OOA11· 6" METAL STUD TRACK 1'----METAL FRAM ING CLIP TO ANGLE 09 2216.13.Fl -6" SLIP TRACK -~ >-<: I"--l'-----_ 0512 OOA 103 • STEEL ANGLE <' ~ ~ ME6.03 092216.13.D6-3516"SLIPTRACK -f"'" ----------' 110L~ 092216.13.D3 .35/11' METALSTLlDS@16'O.C. _v-------' ,....-\. \/~ I I ./..A ~?"""---.... B. O. FRAMING do ~ : \r1:;;:i~f ,~, ~~~~e~:::;7;'~·=~ii--'lr--El. VARIES WITH SLOPE V I ' i"1 I CMSOl METAl FRAMING SLIP CLIP -051200Al03 .STEELANGLE ---"'1J" , , I o ROOF TRANSITION DETAIL '112' -1-0" , ,I I I, , I , I ,, I , I ,I I I I 1 CES.Ol I -11!'., ,-----=--=-<-'+'k~ ME6.03 RFM.Ol 1 A 0762 OOA1· AASHfjG Wlr DRIP EDGE I r"-"-""'==\,,==!/~=="\='===\~/==="="==/=== \~/==='=\==, f=== =j'===C-l-----EL. VARIES WTI.T OH. SSTLOE PEEL r,.I., < > I ... -. '. -, ~ I , ,I I I I Architectural Group p,e, 406 South Hyland Park Dr. 5urteC Glenwood Springs, CO 81601 Phone: (970) 9454040 dpadoog@qwesl.nct --------~ ~ f fl;~ ~ ~ O Fl. IELD \;~"2491 h '5'". ~rt ~ ~€D ARC,",," r------z 0 I--0 0 <: (9 -z 0 -.....J => T"" m 0 (0 Z T"" 0 CO -0 ~ "0 ~ 0 l-0 Cf) -U -Z >-(/)-~ 0>("\1 0> L.. CO C 0 (],) ,-<: wC r>o-cL.... <: en~Cf) I en ..c "0 ('I') 00>0 W L..'-0 Cf) U I ~ <: >-0'> c I -0) (],) 01'--0.. I ('I') (9 Revisions '-.. '\ J-/0 ~ 0 '" ci "0 ~ (!) ~ U" .& 1: ~ « « 0-0 @lOD% Shell and Core D4/30/201D Project Number 20D9 .04 Date 04/3D/2010 Drawn B~ RHM/MSH Checked By A~~roved By Sheet Number A7.7 iri'-SEE SCHED. 12 '14' 2114f1 ~~r.===~ ;! '" DOOR SCHEDULE NUMBER 001A OOlB 001C 0010 lOlA 102A 104A 10SA 107A 107B 10SA I09A llOA IliA 112A 112B 113A 114A 114B 114C liSA liSA 117A liSA 119A 119B 121A 123A 124A 124B 200A 201A 202A 202B 203A 203B 204A 20SA 207A 21DA 211A 212A 213A 214A 216A 216B 217A 21SA 221A 222A 223A 224A 22SA 2258 226A 227A 2278 LEAF TYPE 5 3 5 5 5 5 5 3 3 5 5 5 4 5 9 3 B 3 6 2 5 7 6 6 2 7 4 7 T.B.D. 2 2 2 5 7 5 T.B.D. T.B.D. T.B.O. T.B.D. T.B.D. T.B.D. T.B.D. T.B.O. T.B.D. 5 5 5 5 4 4 5 5 ALUM. : ALUMINUM F. FIN. : FACTORY FINISHES LEAF MATL. LEAF WIDTH LEAF HEIGHT LEAF THICK FINISH WDDD H. MET. WOOD WOOD WOOD WOOD WOOD ALUM. H. MET. H.MET. WOOD WOOD WOOD H.MET. WOOD MET. H. MET. ALUM. WOOD H. MET. WOOD ALUM. WOOD WOOD WOOD WOOD ALUM. WOOD H. MET. WOOD ALUM. ALUM. ALUM. ALUM. WOOD WOOD WOOD ALUM. WOOD WOOD WOOD WOOD H. MET. H. MET. ALUM. WOOD WOOD 3'.()' 6'·10' 1112" STAIN 3'~· 3'-0" 3'.()' 3'-0" 3'-0" 3'.()' X·9114' 3'.()' 3'.()' 3'.()' 3'.()' X-lI' (2) 3'-lI' 6''()' 3'.()' 3'..0" (2) 3'.()' 3'.()' (2) 3'.()' (2)3'.Q' 3'-0" 3'.()' (2) 3'.()' (2) ~.()' (2) 3'.()' 3'..0" (2) 3'-lI' 3'-11' 3'.{)" (2) ~-O' (2)3'.()' 3'-11' 3'.()' 3'.()' 3'-7318' 3'-0-6'·10' 6'-10' 6'·10' 6'·10' 6'·10' 6'·10' 8'·10· 6'·10' 6'·10' 6'·10' 6'·10' 6'-10' 8'.()' 6'·10' 5'-6" 6'-10' 7'·9314' 6'·10' 6'·10' 6'·10' 1'·9314' 6'-10' 6'·10' 6'·10' 6'·10' 7'-9314' 6'·10' B'.()' 6'·10' 7'·9314' 7'·9314' 7'·9 314' 1'-9314' 6'-10' 6'·10' 6'·10' 7'-9314' ~·IO' 3'-0-6'·10" 3'.()' 6'·10' 3'-0" 6'-10' (2) 4'.()' 8'-0' (2) 4'.()' ~.()' 3'-0" 7'-9314' 3'.()' 6'·10' 3'-0" 6'·10' H. MET : HOUOW METAL INS. MET.: INSULATED METAL , ;!; , 121/4' N 1112" 1112' 1112" 1112" 1112" 1112" 113116" 1112" 1112' 1112" 1112" 1112' 1112" 1112' 1112' 1112" 1112" 1112' 1112" 1112" 1112" 1112" 1111' 1112" 1112' 1112" 1112" 1112" 1111' 1112" 1112" 1111' I 3/8' 1111' 1112' 1112" 1112" PAINT STAIN STAIN STAIN STAIN STAIN F. FIN. PAINT PAINT STAIN STAIN STAIN PAINT STAIN F_FIN. PAINT F. FIN. STAIN PAINT STAIN F.FIN. STAIN STAIN STAIN STAIN F. FIN. STAIN PAINT STAIN F. FIN. F. FIN. F. FIN. F. FIN. IIII' STAIN STAIN F. FIN. STAIN IIII' STAIN I 111' STAIN I III' STAIN IIII' PAINT I 111' PAINT I III' F. FIN. IIII' STAIN 1 lIZ' STAIN 6'-lj 111' 6'·1' ·./;I'------6'·2' ----~N<_ -1~2 1/4' 21/4'1'1 1:; m r--ITYPE IG-l ~ " N ) "E II I ) I I 9 ) ~~ I m .:. I I ) I I I ___ ---11I. ___ +T".,O"." ",CO""N",. C~----i~u __ _ __ __ -t-.J..l.-____ --..ll... _____. ...Ll _ T DOOR FRAME 'A' DOOR FRAME 'B' DOOR FRAME 'e' ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM STOREFRONT I'--SEE SOHED._ , SEE SCHEDULE \ UL 20 MIN. 20 MIN. 20 MIN. 20 MIN. 3HR. \ 3HR. J . ./( 3;iR..) IN. 20 MIN. 20 MIN. 3HR. -J t -3HR. 3HR. J 20 MIN. 20 MIN. , 21141' I HDW 105 3 113 113 124 121 131 104 122 123 106 106 107 112 125 5 102 2 103 4 133 132 103 103 III 120 100 126 115 120 7 110 114 liB 130 132 120 120 120 120 120 120 120 6 120 120 lOB 132 106 106 100 101 127 116 117 FRAME TYPE FRAMEMATl. FRAME FINISH D H. MET. PAINT D D D D D D D D D D o E D o E o E C o o E E D E D B B D o D D o o D E E D D H. MET. H. MET. H. MET. H. MET. H. MET. H. MET. ALUM. H. MET. H. MET. H. MET. H. MET. H. MET. H. MET. H. MET. MET. H. MET. ALUM. H.MET. H.MET. H. MET. ALUM. H. MET. H. MET. H. MET. H.MET. ALUM. H.MET. H.MET. H.MET. ALUM. ALUM. ALUM. ALUM. H. MET. H. MET. H. MET. ALUM. H. MET. H. MET. H. MET. H. MET. H. MET. H. MET. ALUM. H. MET. H. MET. PAINT PAINT PAINT PAINT PAINT PAINT F. FIN. PAINT PAINT PAINT PAINT PAINT PAINT PAINT F. FIN. PAINT F. FIN. PAINT PAINT PAINT F. FIN. PAINT PAINT PAINT PAINT F. FIN. PAINT PAINT PAINT F. FI N. F, FI N. F. FIN. F. FI N. PAINT PAINT PAINT F.FIN. PAINT PAINT PAINT PAINT PAINT PAINT F. FIN. PAINT PAINT HEAD DETAIL 6/AB.l0 91A8.11 91AB.11 91A8.ll 121A8.11 31AB.ll 91AB.l l 91AB.ll 91AB.ll 31AB.ll 91AB.ll 21A7.31 SlAB.l0 91AB.IO 91AB.l1 91AB.ll 121AB.15 91AB.l1 91AB.ll 91AB.l1 91AB.l1 31AB.ll 91AB.l1 91AB.l1 91AB.l1 91AB.ll 91AB .l1 91AB.l l 31AB.l l 31AB.I I 91AB.l1 JAMB DETAIL 41A8.10 BlAB.ll BlAB.l1 BlAB.l1 ll1AB.ll 21AB.l1 BlAB.ll BlAB. 1 I BlAB.l1 21AB.ll BlAB.ll 41AB.l0 BlAB.IO BlAB.ll BlAB.l1 BlAB.l0 BlAB.ll BlAB.ll BlAB.l1 BlAB.l1 21AB.l l 91A7.22 IfA722 BlAB,11 BlAB.l1 BlAB.l1 BlAB.ll BlAB.ll BlAB.l1 21AB.l1 21AB.l l BlAB.l l ~SEESCHED.~ -.!f.io-----SEE SCHED.------.l1f-W 1'~ "f ~ : : II II II II II ) I II II I) II II _+-LL-_____ ..i.L_ _ +-.J.L _____IL L) _____ DOOR FRAME 'D' DOOR FRAME 'E' HOLLOW METAL HOLLOW METAL THRESH. DETAIL IOIAB.II i': 5112" 5112' 'y ~ 1 EQUAL \, 5112" 5112' h h , EQUAL IJ I \.. 5112" 5112' ) I t-SEESCHED'l +-r------i +_+lr-'-_-_-_-_-_-_S_EE_S,CH_EDU_LE~~~~~_=,tt t-SEE SCHED'l >-,-------, -.l't---SEE SCHEDULE---tt >_r-----.----~ ~ ~ Ii! REMOVABLE -~ i\ ASTRAGAL (TYPE S-3@(TYPE 5-3@~ (TYPES·3@=> <> 200" 3.'JJA) w ~ '<".> ~ TYPEIG.J '" ~ 121" 203A, 121" 203A => <W> l:; 320A) 320A) I u TYPE IG·3 TYPE 1G-3 ~ w I--' '" lJj ww I--' "' !g (TYPES·3@!g (TYPE S-3@(TYPE 5-3 @121" 203A, 121" 20lA J 200" 3.'JJA) TYPE 1G·3 J 320A) 320A) TYPE IG·3 TYPE 1G-3 ... T.O. CONC. ~ ~ T DOOR TYPE 1 DOOR TYPE 2 DOOR TYPE 3 DOOR TYPE 4 DOOR TYPE 5 DOOR TYPE 6 ALUMINUM STOREFRONT ALUMINUM STOREFRONT HOLLOW METAL HOUOWMETAL SOliD CORE WOOD SOliD CORE WOOD REMARKS PROVIDE 314' CONDUIT TO ACCOMMODATE SECURITY SYSTEM. COORD. WITH ELECTRICAL AND SECURITY. PROVIDE 314' CONDUIT TO ACCOMMooATE SECURITY SYSTEM. COORD. WITH ELECTRICAL AND SECURITY. PROVIDE 314' CONDUIT TO ACOOMMODATE SECURITY SYSTEM. COORD. WITH ELECTRICAL AND SECURITY. oF, I") ...... JU • PROVIDE 314' OONDUIT TO ACOOMMODATE SECURITY SYSTEM. COORD. WITH ELEC RlCAL AND SECURITY. • I IM1 , .. O.~ '\ M t--• ~J4 -Htrt------------------j M Lii. IL ... , .. _I l' REMOVABLE ASTRAGAL BETWEEN DOOR LEAFS l' REMOVABLE ASTRAGAL8ETWEEN DOOR LEAFS. PROVIDE 314' CONDUITTO ACCOMMODATE SECURITY SYSTEM. OOORD_ WITH ELECTRICAL AND SECURITY. PROVIDE 314' CONDUIT TO ACCOMMODATE SECURITY SYSTEM. COORD. WITH ElECTRICAL AND SECURITY. PROVIDE 314' CONDUIT TO ACCOMMODATE SECURITY SYSTEM. COORD. WITH ELECTRICAL AND SECURITY_ l' REMOVABLE ASTRAGAL BETWEEN DOOR LEAFS. PROVIDE 314' OONDUIT TO ACCOMMooATE SECU RITY SYSTEM. OOORD. WITH ELECTRICAL AND SECURITY. l' REMOVABLE ASTRAGAL BETWEEN DOOR LEAFS. PROVIDE 314' OONDUIT TO ACCOMMODATE SECURITY SYSTEM. OOORD. WITH ELECTRICAL AND SECURITY. l' REMOVABLE ASTRAGAL BETWEEN DOOR LEAFS. PROVIDE 314' CONDUIT TO ACCOMMODATE SECURITY SYSTEM. COORD. WITH ELECTRICAL AND SECURITY. -.I'-r----,.--SEESCHEDULE---t' ~SEE SCHED'1 rSEESCHEQULE~ 1 6'1'5' ~ WjiB' 1'5' ~ 1 .I Q~~ ?i' T ~ => 0 W ~ ~ i= T , ~ II ~ => -'--TYPE S-3 <w> • I U 'u" (TYPE 5-2@U> W lJj U> 1148) ~ '" ~REMOVABLE ASTRAGAL ~ --1----------DOOR TYPE 7 DOOR TYPE 8 DOOR TYPE 9 SOUD CORE WOOD SOLID CORE WOOD COUNTER TOP COILING DOOR Architectural Group P,C, 406 Souttl Hyland Part. Or. Suite C Glenwood Springs. CO 81601 Phone: (91'0) 94~040 dpadoug@qwest.net v ....... ~ ~~ Of ~ )~( 11 f~ r2. /~o ~ Dr..! ~ 0 p-. 'I;yI8~ 1 R. t-"lFfElO' 'If ~ ? -491 ~ ~ ':) '1,\ & ~S('D ARCr\\\~ z o I-oo « C> oz--.=...>.J CO Z o ~ I(f) Z ~ o « « I (V) ill ~ I 0.. Revisions -100% Shell & Core Project Number Date Drawn B~ Checked B~ AQQroved B~ Sheet Number 04/30/10 2009.04 04/30/10 MSH AB.1 , '" N " SEE SCHED. 2114' 211. ' DOOR SCHEDULE NUMBER LEAF TYPE LEAFMATL. LEAF WIDTH LEAF HEIGHT 300A 5 WOOD 3'·0' 6'-10' 304A T.B.D. 305A lB.D. 306A T.B.D. 307A T.B.O. 30&\ lB.O. 310A lB.O. 311A T.B.O. 311B I AlUM. 3'-7318' T-9314' 312A lB.O. 313A T.B.O. 314A T.B.O. 315A lB.D. 31SA T.B.O. 319A 7 WOOD 3'-0" 6'-10' 319B 9 MEl 3'-8' 5'-6' 320A 2 AlUM. (2) 3'.Q' 8'-7112' 3208 5 WOOD 3'.()" ~-,O' 321A 5 WOOD 3'·0' 6'-10' 322A 5 WOOD 3'-0' ~-IO' 323A 5 WOOD 3'-0' 6'-10' 324A 5 WOOD 3'·0' 6'-10' 325A 7 WOOD 3'-0' ~-10' 316A I WOOD 3'-0' ~-'O' 321A 5 WOOD 3'-0' 6'-10' 318A 4 H. MET. (2) 4'.Q' 8'-0' 3288 4 H. MET. (2) 4'.Q' 8'.()" 318C , AlUM. 3'-0' T-, 314' 329A lB.D. 330A 1 AlUM. 3'-0' T-9314' ALUM. ' ALUMINUM H. MET' HOLLOW METAL F. FIN. ' FACTORY FINISHES INS. MET. ' INSULATED METAL *----6'-2'-------1\1'-1~2114' 2114'1'1 rrr'r====;IIn=1 ==~ I I I I I I I I I I I I I ;" 2114' N 1!; ~ -ITYPE IG-I ffi= '" N 5> ~ , '~" ~ ,.:. LEAF THICK FINISH UL HOW FRAME TYPE FRAME t.1A TL. FRAME FINISH HEAD DETAIL JAMB DETAIL THRESH. DETAIL 1112" STAIN 20 MIN. 121 0 H. MET. PAINT 91AB.ll BlAB. 1 I -132 120 120 120 120 120 120 1112' F. FIN. -6 -ALUM. F. FIN. ---120 120 128 120 132 1112' STAIN -119 0 H. MET. PAINT 91AB.l1 BlAB. I I --F. FIN. ---MET. F. FIN. 21A7.31 --1112" F. FIN. -109 -ALUM. F. FIN. ---, 112" STAIN -120 0 H. MET. PAINT 91AB.II BlAB. I 1 -1112' STAIN -108 0 H. MEl PAINT 91AB.II BlAB. I I -1112" STAIN -132 0 H. MET. PAINT 91AB.ll BlAB. " -1112" STAIN -106 0 H. MEl PAINT 91AB.II BlAB. I I -1112" STAIN -106 0 H. MEl PAINT 91AB.ll BiAB.II -1112" STAIN -120 0 H. MET. PAINT 91AB.ll BlAB. I I -1112' STAIN -120 0 H. MET. PAINT 91AB.ll BlAB. I 1 -1112" STAIN -129 0 H. MEl PAINT 91AB.ll BlAB. I 1 -1 112" PAINT 3HR. 100 E H. MET. PAINT 31AB.II 21AB.ll -1112" PAINT 3HR. 101 E H. MET. PAINT 31AB.l1 21AB.II -, 112" F. FIN. -6 A ALUM. F. FIN. ---120 1112' F. FIN. -127 -AlUM. F. FIN. ---S~ 112' S-2' 0 2114'f I ': ~SEESCHED.~ 2'~ SEESCHED. 2' I I ~ ~ : : I II I II I II I w w ~ ~ II => => I 'w" 'w" II :J: :J: I 'u" 'u" II I w w w w II I '" '" II I II I II I II -$-T,-".D~."CD,",N,,"C~.---'i~'u. ___ _ _ __ .j.-'-'-____ ---.lL _ _ _ _ _ _ _____l L __ ---------II -----DOOR FRAME 'A' DOOR FRAME '8' AlUMINUM STOREFRONT AlUMINUM STOREFRONT " ~SEESCHED.-" SEE SCHEDULE '\' 5112' 5112' V' EQUAl " EQUAL \ 5112' 5112' VI\... 5,12' 5,12' .h .h l-:! ~ E! REMOVABLE -~ ASTRAGAl \ (TYPES-3@(TYPE S-3@w (TYPES.J@~ => '" '" 20M. 33OA) W :J: -u ~ TYPE 1(;.3 'ww" f-I '" w 121A. 203A. 121A. 20lA. ~ => 'w" I:; 320A) 320A) :J: u TYPE IG.J TYPE 1G-3 ~ 'w" f-I ~ .. (TYPES·3@~ (TYPES-3@(TYPE 5-3@121A. 203A. 121A. 20lA, J 20M. 33OA) TYPE 1G-3 J 320A) 320A) TYPE IG.J TYPE 1G-3 J.. T.D. CONC. I'-I'-T DOOR TYPE 1 DOOR TYPE 2 AlUMINUM STOREFRONT ALUMINUM STOREFRONT iJ DOOR FRAME 'e' DOOR FRAME '0' DOOR FRAME 'E' AlUMINUM STOREFRONT HOllOW METAL lSEESCHE01 ~r-----i w ~ => 0 w :I: U 'w" ~ -.I'~---SEE SGHEDULE----.i'-' ~ lr--__ -----r _ ---,l w ~ => 0w :J: U 'ww" '" HOllOW METAl 1 SEE scHEo'l -.t-t---SEE SCHEDULE ---+1 ~r-------' ~,-----,-----, w w ~ ~ => => 0 0 w W :J: :J: <> bl 'w" w w w '" '" --t---'---------'-----'1<---'--____ ---'--____ -'---~'-------'---+---'------'------'--DOOR TYPE 3 DOOR TYPE 4 DOOR TYPE 5 DOOR TYPE 6 HOllOW METAl HOllOW METAl SOUD CORE WOOD SOUO CORE WOOD REMARKS MSEESGHED'1 rSEESGHEOULE~ 6' rs'. ~5' ~W '5-0 5> 1 _I Q""", ~ wT ~ => iii ~ ~ = ~ T -.1 => ~TYPES-3 0 w :I: <> 'W" W iA (TYPE5-2@ttl 1148) '" '" ~REMOVABLE ASTRAGAl DOOR TYPE 7 DOOR TYPE 8 SOUD GORE WOOD SOLID CORE WOOD *j---SEE SCHEOUlE---+t ~ --L---------DOOR TYPE 9 GOUNTER TOP COILING DOOR Architectural Group P,C, 406 South Hyland Parte Dr. Suite C GIeIlWOOd Springs, CO 81601 Phone: (970) 945-4040 dpadoug@qweslnel z 0.---0 0 <t:: C) -z 0 -.....J ::> T"" (() 0 CD Z T"" 0 CO .--0 "'0 ~ ~ .-0 en U0 -z >-CJ-) ~ 0>("\1 0> L... CO C 0 (l) ,_ <t:: wC r>o-aL.... <t:: CJ)3: en I (V') CJ) ..c "'0 00>0 W L... ,-0 en U I 3: <t:: >-0> C I -0> (l) a.. ~~C) Revisions 0 ~ 0 N Ii "e (!) ~ u" .& E .t.:' ~ Q @100% Shell & CDre 04/30/10 Project Number 2009.04 Date 04/30/10 Drawn B~ MSH Checked B~ A~~roved B~ Sheet Number AB.2 J, 1.0. CONe. T ~ 1.0.CONe. 'I" • g-O' g-O' ~2114' Z-5' n211.' 3'·5-2114'1'1 Z·5" , 1114f -ft:2;:-<nl8' 11j-1114' 2'·10 liS' 11j-2114' 3'..0-, 2114' 1114t ~ I ---c~ n. -~ ~ IT ~;:: ITYPE IG·l '~"' .'"..'. TYPE IG-l TYPE IG-l TYPE IG-l TYPE IG-l TYPE IG-3 ~ ~ ~ N ie Is! ~ 5=».<.?, ~ =~ ',7., SEEOOOR ~ TYPE IG-l TYPE IG-l TYPE IG-l ~ I '" -SCHEDULE TYPE IG-l TYPE IG-3 ; ~ '" J:" ;;; ..,. '" ~ if TYPE 1G-3 TYPE 1G-3 TYPE 1G-3 ~ TYPE 1G-3 TYPE IG-3 ~ ----WINDOW 'A' WINDOW 'B' , Ig-4 114' t 3'-01116' , 1·01116" 1-01116' " 6'-2' , 3'·0 111' 1~2114' N 2114' N 2114' N 2114' 2114f l 21/4'f ~ I I ~ II II II ~ II ~ II II 9 SEE t:txJR '" '" SCHf~l.tE ~ TYPE 5-1 TYPE 5-1 TYPE S-3 II TYPE 5-3 II ~ II ..,. II '" ;. IIII if TYPE S3 TYPE S-3 TYPE S-3 ___ ....lL ___ TYPE 5·3 , WINDOW'C' 14'-85/8' ~l'()' --!'t2114' 3'·5l'8' 2114fl 3'·5l'8· 2114'P1 3'·5l'8· 2114f l Hl'8' , 2114f tf:21'-7112'1 2114' 2 ~"-~ N ~ ~~ ~~ ~~ ~ = ~ , -' ~ "¢ ~ d'-TYPE SI TYPES·l TYPE 5·1 TYPE 5-1 d"'-TYPE IG·l ~ ~ ~ ~ 11 1 <';I '" N ~ ;: -.f-------7-87/16'--------.I'-114' --,j<,.i---4'·111116· ---./\I'-SEE DOOR SCHEDULE 1114' TYPE S-3 ~~l~.o=CON~e· ~·~l ________________________ Jl-___ WINDOW'D' WINDOW 'E' WINDOW'F' 11'-10112' ~1'-4112' 21/4' n 2114' 4'·1118' '~1114' 4'·1 118" l'-41'\t 11141'1 2 114' ~ N +-----6'-0111'----+ 4'.6" ~ -~1\I'_-2'-5 314' --.1\1'-2114' 4'·1 112' ~2 114' 2114' '"' M ~ N Ff TYPE IG·l TYPE IG·l TYPE IG·l TYPE IG·l ~ '~" m '" . . ~~ C':-'~ "' .. !oJ:" ~-;.;,; SEE DOOR ~ SCHEDULE §! TYPE 5-3 N d'"'-TYPE IG-l ~ TYPE IG-l TYPE IG-l TYPE IG-l TYPE IG-l ~ ~ ;.:; TYPE 5-3 "N LO.CONe. ----[;'; (TYPE IG· (TYPE 1G-3 (TYPE 1G-3 (TYPE 1(;; M M-' @203A. @203A. @203A. @203A. §!; 203B) 2(38) 2038) 203B) ~ TYPE IG-l TYPE IG-l TYPEIG·l TYPE IG·l , ~ ~ ~====~-L------WINDOW'L' WINDOW 'M' WINDOW 'P' ~ m .-.'. . ~ " ~ !l ~ .:. ~ N , n. -S!N 0 --' ~ ~ ~ ~ §!; ~ !l ;;; '-" d' WINDOW SCHEDULE NUM8ER TYPE WINDOW SIZE (WxH) FRAME FRAME FINISH GWINGTYPE HEAD IJET.AJL 00lA E RE: ELEVAnONS AlUM. F. FIN. RE: ELEVAnONS 91AB. 15 0018 E RE: ElEVAnoNS AlUM. F. FIN. RE: ELEVAnONS 91AB.15 00IC W RE: ElEVAnoNS AlUM. F. FIN. RE: ELEVATIONS 91AB.15 114A A RE: ELEVAnONS ALUM. F.FIN. RE: ELEVATIONS 121AB.1S 1148 A RE: ELEVAnONS AlUM. F.FIN. RE: ELEVATIONS 121AB.1S 114C A RE: ElEVAnoNS AlUM. F.FIN. RE: ElEVAnDNS 121AB.1S 1140 8 RE: ELEVAnONS AlUM. F. FIN. RE: ELEVAnONS 121AB.1S 117A A RE: ElEVAnONS AlUM. F.FIN. RE: ELEVAnONS 121AB.1S 116A A RE: ElEVAnoNS ALUM. F. FIN. RE: ELEVAnONS 121AB.15 l lBB A RE: ElEVAnoNS AlUM. F.FIN. RE: ELEVAnONS 121AB.1S l 1BC A RE: ELEVAnONS ALUM . F.FIN. RE: ELEVATIONS 121AB.1S 121A A RE: ELEVAnONS AlUM. F.FIN. RE: ELEVATIONS 121AB.1S 121B A RE: ElEVAnONS ALUM. F. FIN. RE: ELEVATIONS 121AB.1S 121C C RE: ELEVATIONS AlUM. F.FIN. RE: ELEVATIONS · 122A DO RE: ELEVAnONS ALUM. F.FIN. RE: ELEVATIONS -200A S RE: ELEVAnONS ALUM. F. F1N. RE: ELEVATIONS · 200B F RE: ElEVATIONS ALUM. F. FIN. RE: ELEVATIONS · 100c G RE: ElEVATIONS ALUM. F. FIN. RE: ELEVATIONS · 201A R RE: ElEVATIONS ALUM. F. FIN. RE: ELEVATIONS -201B Q RE: ElEVATIONS ALUM. F. FIN. RE; ELEVATIONS -201C JJ RE: ElEVAnONS AlUM. F. FIN. RE: ELEVAnONS · 202A N RE: ElEVATlONS ALUM. F. FIN. RE; ELEVATlONS 31AB. 'S 20JA P RE: ElEVAnONS ALUM. F. FIN. RE: ELEVAnONS 31AB.1S 203B P RE: ELEVAnONS ALUM. F. FIN. RE: ELEVATIONS 31AB.1S 203e P RE: ElEVATIONS ALUM. F.FIN. RE: ELEVATIONS 31AB.1S 2030 J RE: ElEVAnoNS AlUM. F. FIN. RE: ELEVATIONS -103E H RE ElEVAnONS ALUM. F. FIN. RE; ELEVA nONS · 107A M RE ElEVAnONS ALUM. F. FIN. RE: ELEVATIONS 121AB.1S 207B M RE ElEVAnONS ALUM. F. FIN. RE: ELEVATIONS 121AB.1S 207C M RE: ElEVAnONS ALUM. F. FIN. RE: ELEVAnONS 121AB.1S 1070 M RE: ElEVAnONS ALUM. F.FIN. RE: ELEVAnONS 121AB.1S 210A FF RE ElEVAnONS AlUM. F. FIN. RE; ELEVATIONS -21BA T RE ElEVAnONS AlUM. F. FIN. RE: ELEVAnONS -21SA EE RE ElEVAnONS AlUM. F. FIN. RE; ELEVAnONS · 226A L RE: ElEVATIONS AlUM. F. FIN. RE: ELEVAnONS · 225B K RE ELEVAnONS AlUM. F.FIN. RE; ELEVAnONS · 30lA M RE: ElEVATIONS AlUM. F. FIN. RE: ELEVAnONS 121AB.1S 30JA M RE: ElEVATIONS AlUM. F. FIN. RE: ElEVAnONS 121AB.1S 30BA CC RE: ElEVAnONS AlUM. F. FIN. RE; ELEVAnONS · 300B BB RE: ElEVAnONS ALUM. F.FIN. RE: ELEVAnONS · 309A M RE: ELEVAnoNS AlUM. F. FIN. RE: ELEVATIONS · 320A Z RE: ElEVATIONS AlUM. F.FIN. RE: ELEVAnONS -330A GG RE: ELEVATIONS ALUM. F. FIN. RE: ELEVAnONS · 330B GG RE ELEVATlONS ALUM. F. FIN. RE: ELEVAnONS · 330C HH RE; ELEVAnoNS ALUM. F. FIN. RE: ELEVAnONS · 3300 X RE ElEVAnoNS ALUM. F. FIN. RE: ELEVATIONS -330E Y RE: ELEVAnoNS ALUM. F. FIN. RE: ELEVAnONS · ALUM. = ALUMINUM AWN = AWNING H. MET. = HOLLOW METAL AWN! FIX = AWNING! FIXED F. FIN. = FACTORY FINISH r-87116" 10'-6' ~2114' 3'-6718" 2114'1'1 3'-6718" , 21/4't 3'·3" , 3'-3" 3'-3" 2114" 2114'fl 2 1I4't'1 21 /4'1' ~$ ~ N N ;,; M ::; ...". ...". ~ I. 9 '" 9 "-" '" TYPES·l TYPE 5·1 F " TYPE 5-1 TYPE 5·1 TYPE S·1 ~ ~ ~ ;;; ~ -' ~ il TYPE S-3 TYPE 5·3 . if"-TYPE S-3 TYPE 5-3 TYPE S·3 , WINDOW'G' WINDOW'H' 11'·10111' W·l' ~r4112' 4'·1118" 4'·1118" 1'-41';~~ 3'·6314' " 3'-6314" '~7"t 11/4' . ~1114' 2114fl 2 1I4'P1 2 114' 11j-2 114' 11j-21/4" 1 TYPE lG-l I ITYPE IG-l IITYPE IG·l ID fi,t N i1; M-' ~ TYPE 1G-2 TYPE IG·2 N 'r ' ;...~ -m '" TYPE IG-l TYPE IG·l ,~ " TYPE 1G-2 TYPE 1G-2 "-~ TYPE IG-3 TYPE IG·3 +" TYPE 1G-3 TYPE IG·3 ------------WINDOW'N' WINDOW'Q' JAMB DETAIL SILL DETAIL R.O.HEAD REfMRKS BlAB. IS 1IAB.1S RE: ELEVAnONS BlAB. IS 1IAB.1S RE: ELEVATIONS BlAB.1S 1IAB.1S RE: ELEVATIONS l 11AB.1S 101AB.1S RE: ELEVAnONS l IIAB.1S 101AB.1S RE; ELEVAnONS lIIAB.1S I01AB.1S RE: ELEVATIONS l 11AB.1S I01AB.1S RE; ELEVAnONS l 11AB.1S I01AB.1S RE: ELEVATIONS l 11AB.15 I01AB.15 RE: ELEVAnONS l l1AB.1S I01AB.1S RE: ELEVAnONS l 11AB.1S 101AB.1S RE: ELEVATIONS l IIAB.1S I01AB.1S RE: ELEVATIONS l IIAB.1S I01AB.1S RE: ELEVATIONS · · RE: ELEVATIONS · · RE: ELEVATIONS · · RE: ELEVATIONS · -RE; ELEVATIONS · -RE: ELEVATIONS · · RE: ELEVATIONS · -RE: ELEVATIONS · -RE; ElEVAnONS 2IAB.1S · RE: ELEVATIONS 2IAB.1S lIAB.1S RE: ELEVAnONS 2IAB.1S lIAB.1S RE: ELEVATIONS 2IAB.1S lIAB.1S RE: ELEVATIONS · -RE: ELEVATIONS --RE; ELEVATIONS lIIAB.1S l1AB.16 RE: ELEVATIONS l 11AB.1S l1AB.16 RE: ELEVA nONS l11AB.1S l1AB.16 RE: ELEVATIONS l11AB.1S l1AB.16 RE: ELEVAnONS -· RE: ELEVATIONS · · RE: ELEVAnONS · · RE: ELEVAnONS -· RE: ElEVAnONS · -RE; ELEVAnONS l11AB.1S l1AB.16 RE; ElEVAnONS l l1AB.1S l1AB.16 RE: ElEVAnONS -· RE; ElEVAnONS --RE; ELEVAnONS · -RE: ElEVATlONS · -RE: ELEVAnONS · · RE; ElEVAnONS · -RE: ELEVAnONS · · RE: ELEVATIONS · · RE: ELEVAnONS · · RE: ElEVAnONS 11 '-5' ~:r ~t21~;f 2114' 2114' l-8111' ~-2" 2114' 1114" ~$ II N II II ::; II ~ ~ ." -•' II II SEE tiJoR 9 '" " TYPE S-3 ~ ;,; SCHflJULE N TYPE S-3 II TYPES-3 II 1:1 II II 0, ":' ~ '" II . " TYPES-3 ~ ~ TYPE S-3 II N ___ JL ___ TYPES3 WINDOW'J' WINDOW'K' Architectural Group P.C. 406 South Hyland Paric Dr. Suite C Glenwood SPrings, CO 61601 Phone: (970) 945-4040 dpadoug@qwesf.net v --..... A ~,Of~ "-IY!~ ~ M . I '};;o '\ bt<" <'~ 0 ef..l:tti IfELa r.::: -2*91 J-~(l ~ 1:) ~ <"1' ·1 ·~ ~v I"'" to ARC""V. /r---..---z 0-I--Cl Cl « (9 z-Cl -..J ::J ~ I1l 0 c.o Z ~ 0 CO 0 ~ "'C ro L.. 0 I-0 Cf) U z >--en-~ O)C\I 0) L.. CO C 0 Cl ~ Q) .-0 C>-L.. N « wroc" c::ri « en;:(/) e (9 I en ..c "'C ~ ('t') 00)0 ::r U W L..'-0 ;$ Cf) OI ;: .c ~ « >-0'> C « « I -0> Q) 0.. ~M(9 0 a.. @Revisions 100% Shell & Core 04/30/10 Project Number 2009.04 Date 04/30/10 Drawn By MSH Checked B~ Ap~roved By Sheet Number A8.3 r-------------------------------------.-.---ELECTRICAL LEGEND NOTE: SYMBOLS SHOWN ARE STANDARD. VARIATION AND/OR COMBINAnON MAY BE USED ON TI;(E PLANS SUCH AS $b ( b: SWITCHING DESIGNATION)C'7 (4: CIRCUIT NO.). D' 30A-2P (30A-2P: 30 AMPERE-TWO POLE). ETC. TYIS LIST SHOWS STANDARD SYMBOLS AND ALL MAY NCT APPEAR ON THE PROJECT DRAWINGS; HOWEVER. WHEREVER THE SYMBOL ON THE PROJECT DRAWINGS OCCUR; THE ITW SHALL BE PROVIDED AND INSTALLED. ,..;; BRANCr CIRCUIT PANELBOAqD TELEPHONE TERMINAL BOARD o [[] 'l8I lSI -LA-7 Q) 0-§= 00 ~ ~ t= III @; G) V V ~ = ELECTRIC MOTOR FUSED SAFETY SWITCH /DISCONNECT COMBINATION MOTOR STARTER CONTACTOR CIRCUITRY HOMERUN: PANEL LA -CIR. #7 CONDUIT OR WIRE CONCEAlED IN WALL/CLG. CONDUIT OR WIRE UNDERFLOOR/UNDERGND. CEILING JUNCTION BOX -SURFACE/FLUSH WALL JUNCTION BOX -SU,FACE/FLUSH DUPLEX RECEPTACLE flOOR MOUNTED RECEPTACLE CEILING MOUNTED RECEPTACLE SPLIT WIRED DUPLEX RECEPTACLE FOURPLEX RECEPTACLE flOOR MOUNTED FOURPLEX RECEPTACLE APPLIANCE RECEPTACLE -3 WIRE THERMOSTAT COMBINATION OATAjTELEPHONE FLOOR MOUNTED COMBINATION OATAjTELEPHON<:: CEILING MOUNTED COMBINATIO~ DATA/TELEPHONE CLOCK SPEAKER CEILING MOUNTED SPEAKER OVERHEAD PROJECTOR TELEVISION OUTLET OPEN/CLOSE/STOP PUSH BUTTON MECHANICAL CO~ TRACTOR FURNISHED EQUIPMENT DRAWING FLAG NOTE ROOM DESIGNATION [P!R§(;)J~E!C2TlKQ>~N' ~SC~R~EE~NJI DRAPER 16:10 FORMAT 123" DIAGONAL MOTORIZED SCREEN LAY-IN CEILlN~ NL WP A.F.F. A.F.G. GFCI EM 44" GFCI WP GFCI 44" NIGHT/SECURITY LIGHT -DO NOT SWITCH WEATHERPROOF ABOVE FINISHED FLOOR ABOVE FINISHED GRADE GROUND FAULT CIRCUIT INTERRUPTER EMERGENCY FUNCTION MOUNTING HEIGHT -A.F.F. OR A.F.G. TO C.L. HIGH GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE WITH A WEATHER PROOF COVER GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE MOUNTED AT 44" ABOVE FINISHED FLOOR [I] FIRE ALARM PULL STATION ~ FIRE ALARM HORN t§J FIRE ALARM STROBE i):Ig] FIRE ALARM HORN/STROBE 121 CEI LING MOUNTED SPEAKER <B> DOOR HOLDER ~ FLOW SWITCH <3> TAMPER SWITCH ® THERMAL DETECTOR m;! MONITOR MODULE ® S~OK E DETECTOR c::::::::J FIRE ALARM CONTROL PANEL FACP c::::::::J FIRE ALARM ANNUNC IATOR PANEL FAAP ® = DIGITAL IP CLOCK-CAT 6 CABLE WITH RJ45 END DOOR STRIKE PROXIMITY READER SOEAKER ATLAS SOUND FAP42T FOREGROUND LOUDSPEAKER CEllI~G MOUNTED VIDEO PROJECTOR VGA AND COMPONENT VIDEO FROM AV EOUIPMENT RACK AV INTERFACE PANEL #1 VGA/AUDIO AND MICROPHONE TO AV SYSTEM EQUIPME~T RACK CLARIDGE/eBEAM ELECTRONIC WHITEBOARD ~ wi SHORT THROW PROJECTOR WIRE TO BE INDEPENDANT OF CEILING SUPPORTS f-<J) 5 ~ 'Q") I t; '" VIOLET I I WALL MOUNTED EMERGENCY UGHT IEXITI -ac::JO FIRE ALARM fiF;;;;;;;;;;;;;;;;;;;;*9~H.~. ~ STROBE DOOR WAY , THER~OSTAT \ ~\ WIIH IN~' -f-r:J IUJ -Ht-.... 90" 80" WALL ---...., A IN 60" 48" 48" FI NISHED FLOOR ~ COMBINATION COAX. COMPUTER7 TELEPHONE~ [!J I DUPLE:i 16" REC[OTACLE I 1. ALL DEVICES SHOWN ON THIS DETAIL ARE fOR REFERENCES OF MOUNTl f-IG HEIGHTS ONLY. THE ELECTRICAL CONTRACTOR SHALL FIELD ADJUST n1E HEIGHTS OF THE DEV CES AS REQUIRED FDR PROPER MOUNTING OF THE DEVICES. 2. ALL DEVICES REQUIRED FOR THIS PROJECT MAY NOT APPEAR ON THIS DETAIL. ALL ITEMS SHOWN ON THIS DETAIL MAY NOT BE REQUIRED FOR THIS PROJECT. MOUNTING HEIGHT DETAIL NOT TO SCALE DOUGLAS WPC-5700 DAYLIGHT SENSOR GREY ~ 5 ~ « Q) I t; <t LOW VOLTAGE RELAY PANEL WR-6221 K-12 --PANEL NUMBER e:'} 1 \ • .. r®. ~ RED ~ N N I J 2 CLIP NOTE: 200lb TEST WIRE HANGER AT OPPOSITE CORNER OF FIXTURE (TOTAL OF 2) OR I CADDY CLIP SIS PER SIDE (TOTAL OF 4) TYPICAL RECESSED LIGHT FIXTURE DETAIL NOT TO SCALE PAN EL NUMBER ITEM NAME CIRCUIT NUMBER 3 WIRE. 60Hz S RELAY PANEL PO ERVICE WER LOW VOLTAGE RELAY PANEL LitePak ~ -~ "' 1 ,. " ~ '1 2 " I II '1. 3 @lCO mspl" " 0 }I 4 0 :1 1 5 0 •, 6 ® ,, • 7 ® " 1'[1"' 8 ®, " ® ! . ffi:.>= wD -BD DOUGLAS '--LlGWING CONTROLS DOUGLAS LlTEPAK RELAY PANEL 8-1 POLE. 20AMP. 120/277 LATC HING RELAYS 12"x14"x4.S" WPAK-3351B --,-----------, I I I WPC-5527 ~ OUTDOOR REMOTE i PHOTOCELL SENSOR -it:-z.. -:.. #~8..!WG ~IRE~ ..J I I I I I I I I I I LOCATE SENSOR ON NORTH I SIDE OF BUILDING IN AN AREA I UNAFFECTED BY EXTERIOR IL L_IGH_TIN_G. ________ ...JI EXTERIOR LIGHTING CONTROL SCHEMATIC NOT TO SCALE \ I .. • ®. 3 ® .T • 4 ® J , • 5 ® J ~ '1 6 ® J " 7 ® " ."" 8 If---WHITE m..._r W CIRCUIT NUMBER ur ~ 3 WIRE. 60Hz SERVICE B DOUGLAS RELAY °ANEL POWER --LIGHTING CONTROLS TYPICAL OFFICE LIGHT FIXTURE WIRING DETAIL NOT TO SCALE THE LIGHTING CONTROL SYSTEM IS DESCRIBED AS FOLLOWS: 1. THE ENTIRE LIGHTING CONTROL SYSTEM IS TO BE LONWORKS COMPATIBLE. 2. FIRST FLOOR CONFERENCE ROOM 114. LAYOUT ROOM 105. PROVIDE FULL DIMMING WITHOUT DAYLIGHT HARVESTING AND OCCUPANCY SENSOR O ~/OFF OPERATION. LIGHTS ARE TO RETURN TO FULL BRIGHTNESS AFTER EACH ON/OFF CYCLE. 3. FIRST FLOOR GIS ROOM 118. PROVIDE DAYlI3HT HA'VESTING WITY OCCUPANCY SENSOR ON/OFF. DIMMING OF EACH ROW OF LIGHTS IS TO BE PRESET FOR DAYLIGHT HARVESTING. 4. SYS OP 122 IS TO OPERATE LIKE GIS ROOM 118. 5. CORRIDOR 11 1 IS TO RAMP UO FROM A PRESET D MMED LEVEL TO FU LL ON AFTER OCCUPANCY SENSOR ON/OFF OPERATION. 6. CORRIDOR 124 IS TO CPERATE FROM AN OCCUPANCY SENSOR FOR ON/OFF OPERATON. 7. DISPATCH IS TO BE DI"MED WITH LOCAL DIMMERS AS SHOWN. 8 . THE ENTIRE FLOOR UNDER CONTROL OF THE SYSTEM IS TO HAVE AN OVERRIDE SWITCH WITH A TIME OUT FUNCTION FOR CLEANING. 9. OFFICES ON THE UPPER FLOORS WILL r AVE DAY _IGHT HARVESTING THRU DIMMERS AND ON/OFF OPERATION VIA OCCUPANCY SENSORS. 10. CONFERENCE ROOMS WILL HAVE FULL DIMMING WITH DAYlIG~T HARVESTING AND ON/OFF OPERATION VIA OCCUPANCY SENSORS. 11. EACH FLOOR WILL HAVE OVERRIDE SWITCHES FOR CLEANING WHICH TIME OUT AFTER A PRESET TIME. 12. BOARD ROOM WILL HAVE LOCAL DIMMER CONTROL AS SHOW~. 13. LOBBY WILL HAVE DAYLIGHT HARVESTING WITH OCCUPANCY SENSOR ON/OFF CONTROl. COOPER OSW-DT OCCUPANCY SENSOR LUMINAIRE SCHEDULE TYPE MANUFACTURER CATALOG NO. MANUFACTURER CATALOG NO. VOLTAGE MOUNTING OF LAMPS DESCRIPTION A SBL 120 EQUIVALENT RECESS GRID HOLES AI SBL 120 EQUIVALENT RECESS GRID B EQUIVALENT BI SBL MVOLT EQUIVALENT RECESS GRID KUl!N'U HOLES C EQUIVALENT o EQUIVALENT RECESS GRID HOLES E EQUIVALENT RECESS F SAL EQUIVALENT RECESS G 2H2:6QI'L U T62QPL EQUIVALENT H 232T8 AC EQUIVALENT K FP28U FPG3 EQUIVALENT SURFACE . 1 '~;'CL'C'" FPG3 EQUIVALENT SURFACE I I L SL200APZU EQUIVALENT CCIIJNG PENDANT M OWN MR16 4AC EQUIVALENT CCIIJNl; RECESS N PAR16 WH EQUIVALENT FINISH. I I P EQUIVALENT CCltJNl; SURFACE PI EQUIVALENT CEltJNG SURFACE P2 EQUIVALENT CCltJNl; SURFACE Q 120 EQUIVALENT ~OltJN" RECESS R EQUIVALENT CoIIJNl; RECESS S EQUIVALENT T CABLE SYSTEM EQUIVALENT T1 EQUIVALENT U ROI-LB-SK-WT-BZ EQUIVALENT I V PGL7-LED 5100 120 EQUIVALENT W 5L 120 EQUIVALENT z EQUIVALENT Lo,,,oS. ADJUST. EQUIVALENT tlQIES; 1. THE ELECTRONIC FLUORESCENT BALLAST SHALL HAVE A TOTAL HARMONIC DISTORTION OF PLUS/M NUS 10% AND A BALLAST FACTOR EQUAL TO OR GREATER THAN 8S% 2. ALL LIGHTING FIXTURES DENOTED WITH "EM" OR HALF SHADED SHALL BE POWERED FROM PANEL "EM I" FOR OPERATION OF TWO LAMPS IN A 4 LAMP FIXTURE AND 1 LAMP IN A 2 OR 3 LAMP FIXTURE. BALLAST SHALL BE CONNECT TO THE UNSWITCHED SIDE OF THE LIGHTING CIRCUIT. 3. GRID TROFFER TYPE LlGHnNG FIXTURES SHALL NOT BE SUPPORTED FROM THE T -BAR CEILING GRID. 4. THE SYMBOL USED IN TH IS SCHEDULE IS A GENERIC SYMBOL TO INDICATE AN EX IT LIGHT FIXTURE. REFER TO THE PLANS FOR THE NUMBER OF FACES REQUIRED AT EACH EXIT. INSTALL THE NUMBER OF FACES REQUIRED AT EACH EXIT. FIELD ADJUST THE LOCATION OF THE EXIT SIGNS FOR THE BEST VISIBILITY POSSIBLE. •:r 1 J 2 .:"r 3 ." 4 " ." 5 • 6 ®. :r 7 ®" 8 0" -ITl-.r W W-2000 SATELLITE PANEL WSP-2718 LitePak ff-DOUGLAS CM/RM-PDT -DL OCCUPANCY SENSOR r 2 -#18 AWG WIRES , ---/r---------1 DOUGLAS WPS-5533K ~ DAYLIGHT I' SENSOR r 2 -#18 AWG WIRES I ---O----------...l ERVICE CIRCUIT NUMBER .3 WIRE, 60Hz S RELAY PANEL PO u.r ~ B WER --DOUGLAS lighting controls TYPICAL OPEN OFFICE LIGHT FIXTURE WIRING DETAIL NOT TO SCALE PROVIDE A DOUGLAS W-2000 CONTROL SYSTEM WITH ALL NECESSARY COMPONENTS TO ACHIEVE THE FOLLOWING. 1. PROVIDE DAYLIGHT HARVESTING IN EACH OFFICE WITH AN OCCUPANCY SENSOR THAT TURNS THE LIGHTS ON. 2. PROVIDE DAYLIGHT HARVEsnNG IN THE LARGE OPEN OFFICES WITH LIGHTING BEING ADJUSTED BY DISTANCE FROM THE WINDOW. MAINTAIN A CONSTANT LIGHT LEVEL ACROSS THE ROOM . LIGHTING TO TURNED ON BY AN OCCUPANCY SENSOR. 3. PROVIDE DAYLIGHT HARVESTING AND FULL DIMMING IN THE LOWER LEVEL CONFERENCE ROOM. Architectural Group P.C. 406 South Hyland Park Dr. SuiteC Glenwood Springs, CO 81601 Phone: (970) 945-4040 dpadoug@qwestnst z o Io «o <.9 -oz .....J ::J CD Z -o ~ I-(zJ) ::2: «o « I C") W (J) « I a.. Revisions 30% CONSTRUCTION 50% CONSTRUCTION 75% CONSTRUCTION 100% CORE & SHELL Project Number Date Drawn B~ Checked B~ A~~roved B~ Sheet Number 2/03/2010 3/08/2010 4/05/2010 4/30/2010 09132 BCE E1-4 PANEL SCHEDULE -PP1B LOAD TYPE LOAD DESCRIPTION MECH YEAR ROUND --LII[CH YEAR ROUND FAN COIL UNIT 12 ~ECH YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND FAN COIL UNIT 14 MECH YEAR ROUND lYPE: VOLTAGE: ENCLOSURE: PANElBOARO 120/208 NEMAI AMPS POLES 20A ,P 20A 'P 8US SIZE: MAIN BRKR: MOUNnNG: 400 NONE flUSH C'1,I LOAD 1 552 J 552 A 8 ! 4 552 5 ! C 6 552 552 , ! A 8 552 900 9 B 10 552 I 900 11 C 12 AMPS POLES 20A JP 2DA JP PHASES: WIRES: SC RATING: ! LOAD TYPE , 4 tOooo ! IAECH YEAR ROUND ! MECti YEAR ROUND MEet'! YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND NEUTRAL BUS: YES GROUND BUS: YES LOAD DESCRIPTION FAN COIL UNIT , 1 FAN COil U~IT 13 Iti[CH YEAR ROUND 552 f-9;:.;o:o::_ +-_-_-_ 13 A 14 =--=0-==-+------------MECH YEAR ROUND 1272 552 MECH YEAR ROUND FAN COIL UNIT 15 1 20A 15 B 16 20A ROUND FAN COIL UNIT 15 I MECH YEAR 1-~~~~~~~-I--------------------------------t 3P 1272 5-52~_II-J~P----+_:_~~~~~~_t------------ ------------------__1 MECH YEAR ROUND -------t---:-,7-;---t--;;C--t---:18 MECH YEAR ROUND MECH YEAR ROUND IAECH YEAR ROUND FAN COIL UNIT 18 J.iECH YEAR ROUND MECH YEAR ROUND 20A 'P 1272 552 19 A 20 900 900 21 B 22 900 900 23 C 24 900 900 25 A 26 20A JP IAECH YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND I MECH YEAR ROUND FAN COIL UNIT 17 420 I 900 -------·---;;~~~o;._;_;c,;;--I7.-;;___ ;;;c;____;_;;;;;__;;;;_-----t;_;___*':=__-_f__;;_t;:__t ""c:---f--:-;;-;~;:;;-;;;=+.::;--;:;;:;:-;-;:;;;-;-;;:----------t IJ.ECH YEAR ROUND FAN COIL UNIT 20 20A 27 il 8 28 20A MECH YEAR ROUND FAN COIL UNIT 19 IJECH YEAR ROUND IJ.ECH YEAR ROUND t,.iECH YEAR ROUND MECH YEAR ROUND ---3P 420 900 3P ---FAN COIL UNIT 22 20A 'P 29 IC 30 420 ! 900 31 I A 32 552 : 420 .33 ' 834 552 I 420 2DA JP IAECH YEAR ROUND I MECH YEAR ROUND I MECH YEAR R:;;;0;U-;;CN"D--t--;~~C;";-~--C;;;OC;Il-;U-;;;-N";;-;2"'---------I MECH YEAR ROUND --.---;--;;;o;~-t---------------------MECH YEAR ROUND "'-:;---:;;-;--;;---;= ;--1-----------.-------.--.---.---. MECH YEAR ROUND MECH YEAR ROUND UNIT SF 2 MECH YEAR ROUND MECH HEATING UNIT EWH-3 SPARE i ---20A JP 3DA 2P .39 i8 40 20A MECH YEAR ROUND FAN COIL UNIT 23 552 i 552 JP , I 41 i C +2 MECH YEAR ROUND 552 i 552 43 i A 44 2000 I 1272 I MECH YEAR ROUND 20A MECH YEAR ROUND FAN COil UNIT 37 SPARE UNALLOC.6.TED F1JTLRE 20A JP 45 I, " 46 1200 1272 4' ! C 48 ----;:--.c~c-::-"------------___j ---MECH YEAR ROUND JP 1200 1272 SPARE 49 A 50 20A i MECH YEAR ROUND UNIT SS-1 1200 960 1P I SPARE UNALLOCATED FUTURE 20A 5 1 8 52 20A I MOTDR WINDOW SHADE t.iOTORS -SPA-R-E-----------~~~;;-~A~~-;-L~O~CA~T~ED~F~VT~UR~~E--------------~~~~~AC---~~~~D~0C--t~c--~:~~"'---1--;:~:~A---i'-:"7.0~T~O~R-----------:~~~~~ ~D~Wc--;S~HA~~DE=c"7.0~T~0~RS~--------------1 IP 1200 500 lP SPARE UNALLOCATED FUTURE 20A 55 A 56 20A MorOR WINDOW SHADE MOTORS IP 1200: 1750 lP I-=,:-;;;c----I-------·----t---"-----t-;-:;'-"----+-;: --t---:-;;'-'----+~::_:___+:_=; --------~=,_;;O;:_=;;c-;-;=O;:_----_1 SPACE --57 lli B 58 20A MOTOR WINDOW SHADE t.iOTORS ------0 1750 1P ---SPACE 59 ! C 60 2DA WiNDOW SHADE MOTORS o 1750 1P , ---1 MorOR SPACE ---6· i A 62 20A i MOTOR WINDOW SHADE MOTORS 1-=:=-------/--------------------SPACE , ---===---~---6' o Ii 8 1750 1P 64 20A 1200 1P r SPA-R=E::------+-~::-':'::-.:c::--::OC A=T=E::-D-:F::U-T=-U-;R:-:':------SPACE SPACE SPACE SPACE 65 IC 66 20A o 1200 1P 67 A 68 a 24310 a69 13 '204 ()70 71 C 72 225A JP ,I SPARE SU8FEED SU8FEED SUBFTED UNAllOCATED FUTUR~ PANEL PP1C o 24070 _;_;;:;;;:-"0:-=;::-------'--------------"---t-7:0:-;:;;-;:;:;-;;;-;-:!:;'=----'-----'------------'--------------LOADS BY TYPE: LOADS 8Y PHASE: LOAD 1YPE lIGHTlNG KITCH E~ PROCESS RECEPT"CLES CONNECTED LDAD (VA) 0.00 0.00 0.00 1440.00 4000.00 13065.00 70116 .00 DEMAND FI\CTOR DEMAND LOAD (VI\) 0.00 0.00 0.00 1HO.00 4000.00 ·3065.00 70116.00 PHASE A 8 C TOTAL/AVERAGE NOTES: CONNECTED LOAD (VA) 44.()17.70 40767.70 40767.70 125553.00 CONN::CTED ~OAD (AMPS) 366.81 339.73 3.39.73 348.76 BALANCE (PERCENT) "-8: 92.6 8-C: 100 C-A: 92.6 IAECH ~EATING 95.1 MECH CO(UNG MECH YEAR ROUND APPLIANCE MISCELLANEOUS IAOTOR 0 .00 20732.00 8000.00 10200.00 1.25 1.00 1.00 1.00 1.00 1.00 1.00 LaO 1.00 1.00 1.00 0.25 0.00 20732.00 ·2000.00 10200.00 1008.75 1. THE LARGEST CONNECTED MOTOR LOAD IS INCLUDED IN MECH"NICAL, PROCESS, OR MOTOR LOADS. SPARE LARGEST MOTOR I TOTAL ABOVE 125553.00 PANEL SCHEDULE -UPS3 LOAD TYPE LOAD DESCRIPTION 124562.00 TYPE: VOLTAGE: ENCLOSURE: PANELBOARD 120/208 NEMAI BUS SIZE: 125 pHASES: MAIN 9RKR : NONE WIRES: MOU'IITlNG: flUSH SC RATlNG: AYPS cm i ~ CKTi AMPS i LOAD TYPE J 4 10000 NEUTRAL BUS: YES GROUND BUS: YES LOAD DESCRIPTION POLES LOAD +_ LOAD POLES i I-:R:~EC~E:-P:=T.~C~L-:Ec------r=rr-R~0~O~.--------------------------+-2~0~A==--~=,~~ , A 2 20A --j-=R'~:C~E=PT=~AC~L=E-------r0~F~F~IC::E=S-::'-0~8~,-J=:0:9~, :-'~1=9:---------------; lP 360 i 720 lP i RECEPTACLE iT ROOJ..1 20A 3 ! 8 4 2OA. 1 RECEPTACLE OFFICES 305. 306. 307 IP 360 i 540 lP I RECEPTACLE " ROOM jl 20A 5 C 6 20A I RECEPTACLE lP 360 540 IP I OFFICES 302, 303. 304 SPARE UNALLOCATED FUTURE :1 20A 7 I A 8 20A ! RECEPTACLE OFFICES 31 1.312.313,315 IP 400 I 540 lP i ---~SP~AA~E---------I~u~~~~~OC~~~E~D-F~UT~U~RE~------------~2~D~A---i-~9~--~'1--;8~-I-,~0~--~2~DA~~!~R~E~C~EP~TA~-C::L~E:------t BOARD ROOM SPARE SHARED OFFICE 325 ---IP 400 540 lP ' · !··~~~OC·ATED FUTURE ... ----------~~A--1~rc --·--~~0 -. ~~ .-.-rRECEPrACLESP"RE UNAllOCATED FIJTURE 20A 13 i A 14 20A ,I RECEPTACLE SHARED CONFERENCE 100 IP 400 i 180 lP SPARE UNAllOCATED fUTURE 20A 15 8 16 20... SPARE UNALLOCATED FUTURE IP 400 400 IP SPACE 17 C 18 i SP .... CE o , 0 ---I SPACE ---1---19 i ill I 20 ---I SPACE ._=,~"----._+------------------- -----~------_t___::°--,___-----L---j--~---------. -=---_L=:--___ +---________ . _____________ _ SPACE ------21 ! 8 I 22 ---! SPACE SPACE LO")S BY "TYPE: LOA:> TYPE lIGHTlNG KITCHEN PROCESS RECEPTACLES MECH t-EATING IA[CH COCUNG MECH YEAR ROUND APPLIANCE IAISCELLANEOUS MOTOR SPARE lARGEST MOTOR I TOTAL CONNECTED LOAD (VA) 000 000 0.00 4320.00 000 000 000 0.00 0_00 0.00 2400.00 ABOVE 6720.00 DEIJAND FACTOR 1.25 0.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 025 DEMAND LOAD (VA) 0.00 0.00 0.00 4320.00 0.00 0.00 0.00 0.00 0_00 0.00 2400.00 0.00 6720.00 a i' 0 ---! 2J o I C 24 o LOADS BY PHASE: PHASE A 8 C TOTAL/AVERAGE NOTES: CONNECTED LOAD (VA) 2600.00 2640.00 1480.00 6720.00 ! SP.ACE I CONNECTED LOAD (Af.lPS) 21 .67 22.00 12.33 16.67 BAlANCE (PERCENT) 11.-8: 96.5 8-C: 56.1 C-A: 56.9 70.5 , . THE LARGEST CONNECTED MOTOR LOAD IS I'ICLUDEQ IN MECHANICAL, PROCESS, OR MOTOR LOADS. PANEL SCHEDULE -PP1C LOAD TYP€ LOAD DESCRIPTION MECI-I YEAR ROUND MECH YEAR ROUND FAN COIL UNIT 24 MECH YEAR ROUND MECH YEAR ROUND MECH "'EAR ROUND FAN COIL UNIT 30 MECH YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND fAN COIL UNIT 32 MECH YEAR ROUND ! MECH YEAR ROUND MECH YEAR ROUND FAN COIL UNIT 33 MECH YEAR ROUND ! MECH YEAR ROUND TYPE: VOLTAGE: ENCLOSURE: PANELBOARD 120/.208 NEMAl A.PS POLES 2DA JP 2DA JP 20. JP 20. JP BUS SIZE: MAIN BRKR: MOUNTING: I A 1272 , 8 1272 5 C 1272 , A 900 9 900 11 900 13 420 15 • 20 -, 420 8 C A B C 225 NONE FLUSH CKTN LOAD 2 420 4 420 6 420 8 552 10 552 12 552 14 552 16 552 18 552 ' 9 A 20 552 1272 21 9 22 552 1272 2J C 24 552 1272 AMPS POLES 20A 'P 20A JP 1 ---20A 'P 20A JP PHASES: WIRES: SC RATING: LOAD TYPE , 4 10000 MECH YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND M~CH YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND ~ECH YEAR ROUND NEUTRAL. BUS: YES GROUND BUS: YES LOAD DESCRIPTlON FAN COil UNIT 27 FAN COil FAN 31 FAN COIL UNIT J-i FAN C01L UNIT 36 --------=--==--==--._------; FAN COI_ UNIT 38 MECH "'EAR ROUND MECH COOUNG I MECH COOUNG MECH COOLING MECH COOLING MECH COOLING MECH COOLING MECH COOLING MECH YEAR ROUND UNIT SS-2 UNIT CU 1 2DA lP JOA 2P 29 C 30 552 552 31 "32 960 420 33 8 34 2018 420 I ---I ---2DA JP MECH YEAR ROUNJ MECH YEAR ROUND MECH YEAR ROUND 35 C 36 MECH YEAR ROUND FAN COIL UNIT 39 ------2016 420 --------UNITCU~--' -'----------------30A-·--+J"',--'--·-···-1-;--"38---r-: =-"'C"H'-y:OEA=R--R;"'O;-;U:N ;D::-I------------------1 UNIT CU-J 2P 2016 552 ---Jo. 2P 39 B 4-0 20A 2018 552 3P 11 C 42 20 18 5::;2 13 A 44 2018 420 MECH YEAR ROUND UNIT EF 1 MECH YEAR ROUND M~CH YEAR ROUND 4S B 46 1 20. MECH YEAR ROUND FAN COIL UNIT 42 ~~~~~~__1_:-~-::_-~~~~~------------_+_:-7-~---4_'~2~72~-f:_c_-~42=0~~=JP:----~~~~-cc~~ .. --------.-----------------------~ MECH YEAR ROUND FAN COIL UNIT 26 20A 47 C 48 ---MECH YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND FAN COIL FAN 25 MECH YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND FAN COIL FAN 28 MECH YEAR ROUND MISCELLANEOUS WINDOW SH"DE MOTOR M SCELLANEOUS WINDOW SHADE MOTOR M SCELLANEOUS WINDOW SHADE MOTOR 3P 1272 420 20A JP 2DA 3P 49 A 50 1272 420 51 B 52 552 420 5:3 C 54 552 420 55 A 56 552 420 57 8 58 552 420 59 C 60 552 420 61 A 62 552 552 20A 6.3 B 64 1P 1748 552 20A 65 C 66 IP 17+8 552 20A 67 A 68 lP 1748 1667 WINDOW SHADE MOTOR I MISCELLANEOUS 20A 69 B 70 ---lP 1748 1667 f.l ISCEllANEOUS WINDOW SHADE MOTOR 20A 71 C 72 1 _-----20. JP 20. JP 20A 'P 40A 'P MECH YEAR ROUND .IAECH YEAR ROUND MECH YEAR ROUND MECrl YEAR ROUND MECH YEAR ROUND MECH YEAR ROUND MEC'"! YEAR ROUND YEC-! YEAR ROUND IAEC-! YEAR ROUND MISCELLANEOUS MISCELLANEOUS ~ISCELlANEOUS FAN COIL UNIT 29 rAN COIL UNIT 41 FAN COIL FAN :35 HEAT TRACE CONTROLLER 1P 1748 1667 If -M-IS:C-E=lL:A7N-E:O:U7S= ---I--W;I;NcDO=W,: -S-H:AD:E7 =M=O-T-O-R-:;--.------+2;0;A; ;-;--t7.~3 =--t_:_A_ t__:7;4c =-_+;;2;0_A: ____t~~cIS;C;E:L-L:A:N:E:O:US--:--ccS=O:L:A -R--T+RA:C=K-I:NG: =-SY=S=T-E:M: -:::-=:--------1 ---IP 1748 500 IP ---f.lISCELLANEOUS WINDOW SHADE IADTOR 20A 75 B 76 20A SPARE UNALLOCATED FUTURE 1P 1748 200 lP -----j ~~~~_+~~~~~---_t~__1~=--~~~~~ ~~------+-== f.I!SCELlANEOUS WINDOW SHADE MOTOR 20A 77 C 78 20" SPARE UNALLOCATED fUTURE 1P 1748 200 IP MISCELlANEOUS WINDOW SHADE MOTOR 20A 79 A 80 20A SPARE UNAlLOCATED FUTURE lP 1748 200 1P RECEPTACLE ROOF OuTLETS 20A 81 8 82 SPACE I-:R::::EC::Ec:PT:::Ac::C·LE:~·---·-· :::;;:~0:::-:F--:0:;U-T;::L·-E:::T:S:---------+2:;:1~::A---t-:~c::~"0--+-::C-t--:':~4:--+-------+-;;S-P:A:::C:;: E-----t--~-=-:---~--------------------LOADS BY TYPE: ~AD TYPE I LIGHTING I KITCHEN I PROCESS I i(ECEPTACLES ,\,IEC, HEATlNG I IAECH COOLING i ,IAECH YEAR ROUND i APPLIANCE I MISCELlANEOUS ! MOTOR I SPAR£ I LARGEST MOTOR 1 CONNECTED DEMAND DEMAND LOAD (VA) FACTOR LOAD evA) 0.00 1.25 0,00 0.00 0.00 0,00 0.00 1.00 0.00 1440.00 1.00 1440.00 0.00 1.00 0.00 13065.00 1.00 13065.00 36612.00 1.00 36612.00 0.00 1.00 0.00 21232.00 1.00 21232 .00 0.00 1.00 0.00 600,00 1.00 600.00 ABOVE 0.25 1008.75 lP 720 0 LOADS BY PHASE: PHASE A 8 C TOTAL/AVERAGE NOTES: CONNECTED LOAD (VA) 24809.70 24069.70 24069.70 7294 9.00 CONNECTED LOAD (AMPS) 206.75 200.58 200.58 202,64 BAlMCE (PERCENT) A-B: 97 8-C: 100 C-A: 97 98.0 1. THE LARGES-CONNECTED MOTOR LOAD IS INCLUDED IN MECHANICM.. PROCESS, OR MOTOR LOADS. L TOTAL 72949.00 7J956,00 ------'--"-'-=-----'--"="-----'------------------------' PANEL SCHEDULE -UPS2 TYPE: PROVIDE WITH FEED THRU LUGS VOLTAGE: : LOAD TYPE i RECEPTACLE I RECEPTACLE I RECEPTACLE ! RECEPTACLE 1 I MISCELlANEOUS I i RECEPTACLE : RECEPTACLE i 1 RECEPTACLE i SPARE i ENCLOSURE: LOAD DESCRIPTION IT ROOM OUTLET IT ROOM OUTLET IT ROOM OUTLET IT ROOM OUTLET S::CURITY SYSTEM PROVIDE BREAKER WITH LOCKING fRONT DESK WORK STATION CONSUIro4ER REP CONSUMER REP UNALLOCATED FVTU~E P.6.NEL90ARD 120/208 NEMAl AMPS POLES 20A lP BUS SIZE: MAIN BRKR: MOUNTING: CKTI ~ LOAD 1 A J60 125 NONE SURFACE CKTI A~PS LOAD POLES 2 20A 720 IP 20.0.:3 84 20A 1P 360 720 IP 20A 5 C6 20A lP 360 360 1P 20A 7 A8 20A lP 360 720 1P 20A 9 B 10 20A DEVICE 1 P 400 720 1 P 20A 11 C 12 20" lP 360 720 1P 20A 13 A 14 20A l P 360 720 IP 20A 15 8 16 20A 1P 3M 720 1P 1 20A 17 C '8 20A 1P 400 400 1P PHASES: WIRES: SC RATING: LOAD TYPE RECE~ACLE RECEPTACLE RECEPTACLE RECEPT1£LE RECEPTACLE RECEPTACLE RECEOTACLE RECEPTACLE SPARE J • 10000 NEVTRAL BUS: YES GROUND 8US: YES LOAD DESCRIPTION OFFlCES 210,211 CONFERENCE RM OFFICES 212, 213, 214 , 216 OFFICES 217, 218 WORK STATION OUTlET WORK STATION OuTLET WORK STATION OUTLET WORK STATI:JN OUTLET CONSUIAER REP WORK STATION OUTLET UNALlOCATED FUTURE i SPARE UNAllOCATED FUTV~E 20.0. 19 A 20 20A SPAR:: UNALlOCATED FUTURE , ---_i-:=-:,:-:,:=-==--:::c::--::=-------_i_-:'-P:-:-_+.4~00:::"--f-::--t---4.;;:00, ,----1P :;:;-c;;:c------j--:;-:--i SPARE .. ---~~~LOCATED FUTU~E ;~A ~~ B ;~o --~A---f-SPAR:: ~~~LDCATED FUTURE j SPARE ~~~LOCATED fUTU~E ~~A ~~ C ~~D i LOADS BY TYPE: LOADS BY PHASE: LOAD TYPE UGHTING KITCHEN PROCESS RECEPTACLES CONNECTED LOA[) (VA) 0.00 0.00 0.00 7920.00 0.00 0.00 0.00 0.00 DEMAND FACTOR DEMAND LOAD [)IA) 0.00 0.00 0.00 7920.00 0.00 0.00 0.00 0.00 PHASE A 8 C TOTAL/AVERAGE NOTES: 20A SPARt: l P CONNECTED LOAD [)IA) 4040.00 4080.00 3400.00 11520.00 CONNECTED LOAD (AMPS) 33.67 34.00 28.33 32 .00 UNALLOCATED FUTURE BAlANCE (PERCENT) A 8: 99 8-C: 83.3 C-A: 84.2 IAECH HEAnNG 88.8 ~ECH COOLING MECH YEAR ROUND APPUANCE f.lISCELlANEOUS IAOTOR 400.00 0.00 3200.00 ABOVE 1.25 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.25 400.00 0.00 3200.00 0.00 1. THE lARGEST CONNECTED MOTOR LOAD IS INCLU;)ED IN MECHA.NICAL. PROCESS, OR 1<40TOR LOADS. SPARE lARGEST MOTOR ' TOTAL , 1520.00 11520.00 TO DATA OUTLETS USING CAT_ 6 IN 3/4" EMT ~ PATCH PANELS SWITCH/MEDIA CONVERTER TO EXISTING SERVER ROOM r-J -, -LlU 6 STRAND, MM, 62,5/125 I IN 1 1/4" CONDUIT 6 STRAND, MM, 62.5/125 ~ IN 1 1/4" CONDUIT 1W0-2 "CON DUITS ;:;:;----------.b.l INSTALLED BETWEEN IT ROOMS 1W0-2 "CONDU ITS :::-:---------J.. I INSTALLED BETWEEN F' IT ROOMS I L -0 DATA OUTLETS USING CAT. 6 IN 3/4" EMT ~ PATCH PANELS SWITCH/MEDIA CONVERTER THIRD LEVEL IT ROOM LlU r-' ---, I I L TO DATA OUTLETS USING CAT_ 6 IN 3/4" EMT ~ PATCH PANELS SECOND LEVEL IT ROOM SWITCH/MEDIA CONVERTE~ I FROM EXISTING SERVER ROOM --LlU --GROUND LEVEL IT ROOM J, 6 STRAND, MM, 62_5/125 'Tl'>------Il'I s'mllM>: MflI':I[15lF5 /1 2 5 ~ IN I 1/4" CONDUIT I 0'1>-____ 6 STRAND, MM, 62.5/125 ~ IN 1 1/4" CONDUIT EACH DATA OUTLET IS -0 HAVE A 3/4" CONDUIT INSTALLED FROM THE OUTLET TO THE IT RDOM_ THE OULTETS ON THE 1 ST FLOOR WILL EXTEND TO THE 1 ST FLOOR rT ROOM AND THE SECOND FLOOR OUTLETS WILL EXTEND TO THE 2ND FLOOR IT ROO",_ THE 3RD FLOOR IS SIMILAR_ Architectural Group P.C. 406 South Hyland Park Or . Suite C Glenwood Spring!!, CO 81601 P hone: (970) 94.>4040 dpadaug@qv.oest.net z -0 -~ 0 0 <{ (9 -Z 0 -.....J ::> ..... aJ 0 CO Z ..... 0 CO -0 ~ -C <{ ro 0::: ~ 0 C~I) 0 -0 -Z >-rn-~ O>C\I 0> ~ CO c: 0 Q) .-<{ wc:ro>-Q~. <{ rn3:CI) ('fI' ) rn..c: -c 00>0 W ~ .-CI) OI 03 : <{ >-Q) c: I -en Q) o t---a.. I('f')(9 Revisions 0 ~ 0 N ci ::> e CJ "§ ::> u -" i' "~ « « a. 0 @30% CONSTRUCTION 2/03/2010 50% CONSTRUCTION 3/08/2010 75% CONSTRUCTION 4/05/2010 100% CORE & SHELL 4/30/2010 Project Number 09132 Date Drawn B~ BCE Checked B~ Allllroved B~ Sheet Number E2-9 E -~I----"<:-----*~ ~ \~====~ , , ,. " " , -, ~ ... " .... '-" • •• J .-tY-ee I-'-, ---' , , \ • ..i '-' .-f--" ::'> lL , ,-E F F G H I .5 J K G H I ,5 J ® L L it I V -i Ot;-'" _12x12 ~ 250 M N M N MECHANICAL -GROUND LEVEL PLAN SCALE: 1/8"., '-0" o t:: ;" /~ 8"\,! ..... ~~r lYP,(i 2 o NORTH p Q R " F'! .-//~ ) ~ r:.. /~' /. ' r: ~r, <" '" '. '3 ~~' '\'\ \ -. '. ,\ T , -~ l!I -~ p Q R FlAG NOTES' <l> PROVIDE AND INSTALL 12"x8" TRANSFER .lJR OPENING WITH FIRE DAMPER. PROVIDE lYPE 'G ' RETURN GRILLE ON THE ELECTRICAL ROOM SIZE. PROVIDE AN AU: RE IWIPER ) T <4> BALANCE OUTSIDE AIR DAMPER TO 850 CFM, <t> BALANCE OUTSIDE AIR DAMPER TO 400 cn.!, <2> ROUTE (3) 4" CO~BUSTION AIR INTAKE DUCTS AND (3) 6" FLUES FROM THE CONNECTIONS AT THE BOILERS UP IN THE CHASE ADJACENT TO THE ST.lJR TOWER, ,lJlS0 PROVIDE AND INST,lJlL (1) 4" COMBUSTION .lJR INTAKE DUCT .lJND (1) 4" FLUE FROM THE CONNECTIONS AT THE GAS FIRED WATER HEATER UP IN THE CHASE ADJACENT TO THE STAIR TOWER, <§> INTAKE LOUVIER TO BE PROVIDED BY OTHERS, <t> PROVIDE AND INSTALL MOTORIZED Q,lJMPER IN SHEET METAL PLENUM BEHIND LOUVER. DAMPER SH.lJUL BE INTERLOCKED WITH THE OPERATlON OF THE F.lJN, ~~ S IU:-7/~ 2cIil.J :z:.'lC. Architectural Group P.C. 406 South HylMld Par\( Dr. SuiteC GlenwOOd Springs, CO 81601 Phone; (970) 945-4040 dpadoug@qwest.net z 0 -~ 0 0 « 0 -z 0 =-...>.J ~ CO 0 <0 Z ~ 0 CO -0 ~ '"C « C\l a:: L-0 e~n (0) --Z >. II)-:2: OlN Ol L-CO C 0 Q) ,-« c >. L-WC\lQ. « lI);:en I C"') II) ..c '"C 0010 W L-.-0 en () I ;: « >.0) c I -0) Q) Or--. -a.. IC"')(9 Revisions 0 ~ 0 N "-::J e <!l e ::J ~ 'J";;; ~ « « "-D @30% CONSTRUCTION 2/03/2010 50% CONSTRUCTION 3/08/2010 75% CONSTRUCTION 4/05/2010 100% CORE & SHELL 4/30/2010 Project Number 09132 Date Drawn B~ BCE Checked B~ 6I!l!roved B~ Sheet Number M1-1 I I I I \ . \ Ii> \ . \ \ I "l Ii> \ \ i \ ~ ' \ 9: ' f2 ~ ~ . \ EXISTING STORAGE NO CHANGE '\ \ \ r I I ------------...------...-...-~ ...-...-~ ...-EXISTI --\ \ \ " \ \ -¥l\'i :!J ¢ ¢ ¢ STORAG \ \ \ \ \ \ CHANGE\ --\ \ \ \ \ \ \~ ......... /-\ \ \ --. \ . , "---2009 --\ \ \ \' -----------EXISTI S NO ct ~ ~ I \ " ~ I ~--------\ I DISTURBED AREA I I ~ I FROM I: \ I PHASE fB -., I ~.-I ~ /REVEGETATED /._ I I 2009 ././SF t::=====:j I I I ¢ I I I I I I I I I " n\ \ ~ ~ ; PHASE fA I 9 I -j-----I-~ -----:~--~---_ ______ __ --1-__ 2~1_0 ___ _ ...:.;. __ : JU SITE P SING PLAN 1 ~ I" "" 50' ~ I I OJ I Sf· /2SU !'.F. ffi.( ~ U.f,L{l I~ ~'/~ ... ,~ ~~ 7~ 9~J«(' ....~ y:; ~"M r. ,....... PHASING: PHASE lA -COMPLETED 2009 PHASE lB -COMPLETED 2009 PHASE 2A -COMPLETED EARLY 2010 PHASE FOR PUMPHOUSE/TANK -COMPLETED 2009 PHASE 3A -BEGIN CONSTRUCTION SUMMER 2010 RESIDENCE -BEGIN CONSTRUCTION SUMMER 2010 ALL PHASES HAVE BEEN/WILL BE SEPARATE APPLICATIONS AS NEEDED TO THE RESPECTIVE ENTITIES, REVEGETA TlON HAS OCCURED FOR PHASES 1 A. 1 B. 2A AND THE PUMPHOUSE/TANK AREA, Archi tectural Group p.e . 408_~_Dr, _c 010 ... 004 SpoIDp. co 81801 _ (tI'I'O) N6-4040 4p&~-........ /" -I --\ '" /./CI .Z.... . if). .,...., ...:::r: 0 ~ co 0... .,...., '-...... o:J 0... ...:::r: 0 :::;E u if). >, ~ ~ ttIlC\l rtl 0... ~ o:J ttIl :::;E il) ~ ...:::r: ~ '...-! U ~ >,~ ~o.. if). rtl ~U) if). 0 ~~ Q::; ~ • ...-! 0 u uP=1o ~ >-< >,OJ ~ .....:l -OJil) 0 Of'-........ ~ P=1~0 Revisions \-/OJ 0 0 C\l ';:"J .0. "-.... .;.:,J '.."'.", .c .". -< c-<.. Q @Project Number gllOe.lIe Date 400 Drawn Ill: RLB Checked By RLB Al!l!roved By Sheet Number MAP E F --------~~~--~-----: .~ ' .. L L.1 M N o p Q R II . Y2~~~~~------_+------------------+_----------------~----------------~~--------~------~--------~5.8 I' _l!" --._ ..\ , ,~,~:~ =; :. ' !~ 1:'~2) -----1L® '--1 0x10 'Icy m®1 ON'~ ~ lYP.(5) ijl ------~----------------~----------------_1--------~--------_+--------_15.4 CD) ~i:'I..c=:.~ i ® i/I~ '-<~ ~ F ;~ I,:~~ :.f6' .;.::.x ~,L: :-''~ fff<ID::;;;~~9 bL_-=-=,""~"y,, '1-4'---J.!, ~)::: ~ (S!) \-~00.c:-=D I-J ~a 1 0"~ ~ lYP.(5) @® 116x121 ~----12.1 (h~\.' _' ________~ ~~~----t_------+_-ill~[J~~c~~I~]~==~~·~!f~7~~;' {~J~~~==~==~@====~(rD~==~@~==~f~==~rr~~~@~~~={~====~,¢F========~~~~w~q~'l==~m=~~=t~~f~*~:iJ~~~----~1.1 1~~60~ :;1~;~() ~) ;tif2) (J . ,, , '1) 1',".,.-//., ... iJ) ',' .1..; -" .. ' 1,.'; F G L L.1 M N o MECHANICAL -SECOND LEVEL PLAN SCALE: 1/8·~1'-O· NORTH p FlAG NOTES' ~s;::fpj'ROVI~LDEANB:i~~\l:!;:](g) F1RE""DAIIPERS <%> BALANCE OUTSIDE AIR DAMPER TO 850 CFM, ¢ BALANCE OUTSIDE AIR DAMPER TO 400 CFM. Q R EJilETRATION OF" RATED WAlL-ASSEMBLY . ....., <9 ROUTE (3) 4" COMBUSTION AIR INTAKE DUCTS AND (3) 6" FLUES FROM THE CONNECTIONS AT THE BOILERS UP IN THE CHASE ADJACENT TO THE STAIR TOWER. ALSO PROVIDE AND INSTALL (1) +" COMBUSTION AIR INTAKE ~UCT AND (1) +" FLUE FROM THE CONNECTIONS AT THE GAS FIRED WATER HEATER UP IN THE CHASE ADJACENT TO THE STAIR TOWER. <§> PROVIDE AND INSTAll. MOTORIZED DAMPER IN SHEET METAL PLENUM BEHIND LOUVER. DAMPER SHALL BE INTERLOCKED WITH THE OPERATION OF THE FAIN. Architectural Group P"C. 406 South Hyland Park Or. Suite C Glenwood Springs, CO 81601 Phone: (970) 945-4040 dpadoug@qwest.nCI z 0 -I-0 0 « C) -z 0 ----l ~ ..-CO 0 CO Z ..-0 CO 0 ~ "t:J ro 0:: L-0 eIn-00 -Z >. If)-~ O>N 0> L-CO C 0 Q) .-« wCr>o.QL-. « 1f)~CJ) C"I ) If) ..c: "t:J 00>0 W L-"-0 en OI ~ « >.0) C J: -0) Q) 01'---a.. IC")C) Revisions 0 ~ 0 N 0: :J e (!) li! ~ ~ -" !:! « « 0-0 @30% CONSTRUCTION 210312010 50% CONSTRUCTION 310812010 75% CONSTRUCTION 410512010 100% CORE & SHELL 413012010 Project Number 09132 Date Drawn 8~ BCE Checked B~ A~~roved 8~ Sheet Number M1-2 /~ : I· • • F G H I .5 J K L M N o p Q R ~~~~~~i:~~~~~~ _ ~ ___ ~ _________ -+ ____________ ~ _________ ~~ _______ ~ _____ ~ ___ ~ ___ ~ i'I @)'c:±:r -'2x12 ~ 0+4-1-'1\\ '--------'1 JOl. ~ < .'" , • " J , ,-". J -----',' " : Iiil U r = f\ 8x1u' Ii ~ :"-1< S~ l~~3;/:/.. '" ~®A , " . ® Iiil :7l'®. 12x12-4> I:-l<IDp l.. .Ji'I r -0 ~10' ~"P'" G H o ( Q)8FT 12000 V O.lC _ 250 ..., I .5 J '.iiJHi »3J 10 FTQ) 1800 o o ~10x 0 \bI2§ K o o I L M N o MECHANICAL -THIRD LEVEL PLAN SCALE: 1/8"=1'-0" NORTH p Q R EI AG NOTES-<i> COORDINATE BEAM PENETRATION WITH STRUCTURE. <%> lS"xlS" SHEETl,jETAL TRANSFER DUCT WITH I" DUCT UNER. <5> PROVIDE AND INST~(2 ElRE..1Wj1'EJiS ~ ETRATlON RATED WArn il\SSEIiIBL~ ¢ BALANCE OUTSIDE .oJR DAMPER TO 850 CFM. <§> BALANCE OUTSIDE .oJR DAMPER TO 400 CFt.!. ¢ ROUTE (3) 4" COMBUSTlON AIR INTAKE DUCTS AND (3) 6" FLUES FROM THE CONNECTIONS AT THE BOILERS UP IN THE CHASE ADJACENT TO THE ST.oJR TOWER. ALSO PROVIDE AND INSTALL (1) 4" COMBUSTION AIR INT.-JKE DUCT AND (1) 4" FLUE FROM THE CONNECnONS AT THE GAS FIRED WATER HEATER UP IN THE CHASE ADJACENT TO THE ST.oJR TOWER. <J> COORDINATE EXACT LOCAnON OF FAN COIL WITH SUPPORT FOR TOILET PAAnnON . FAN COIL UNIT SHALL BE INSTALLED WITH CLEARANCE PER 1.1ANUFACTURER'S RECOMMENDAnONS. ¢ PROVIDE AND INST.oJLL MOTORIZED DAMPER IN SHEET METAL PLENUM BEHIND LOUVER. DAMPER SHALL BE INTERLOCKED WITH THE OPERATION OF THE FAN. Architectural Group P,C" 406 Souttl Hyland Park Dr. $uiteC Glenwood Springs, CO 81601 PhOne: (970) 945--4040 dpadoug@qwasl.net z 0-~ 0 0 « (9 -z 0 ---I :::J ...-CD 0 CO Z ...-0 OJ -0 ~ "C « ro 0:: ~ 0 ~ 0 -CfJ () -Z >-C/)-~ ~N Ol 0 CI.> OJ .~ « wC r>o,Q ~. « C/)3: CfJ 1 C") C/) .c "C 0010 W ~'-0 CfJ OI 3: « >,0') C I -o 0f'o'}.. -CI.> a... IC")(9 Revisions 0 ~ 0 N 0. "e (!) '~" 1"3 ~ E !l <{ n. 0 © 30% CONSTRUCTION 210312010 50% CONSTRUCTION 3/0812010 75% CONSTRUCTION 4/05/2010 100% CORE & SHELL 4/30/2010 Proiect Number 09132 Date Drawn B~ BCE Checked B~ A~~roved B~ Sheet Number M1-3 ELECTRIC CABINET HEATER SCHEDU LE ~ EQUIPMEI>IT VOLTS/PHASE AMPS KW HTU MANUFACTURER & MODEL OPTIONS-ACCESSORIES NO. HR. EWH-l 20B/l 19.2 4.0 13,652 BERKO -FRA NOTE -1 EWH-2 20B/l 19.2 4.0 13,652 BERKO -FRA NOTE -1 EWH-3 20B/l 19.2 4.0 13,652 BERKO -FRA NOTE -1 mIES; 1. FlNISH-BAKED ENAMEL OFF-WHITE COLOR, PROVIDE TA~PER PROOF FRONT COVER, 2" SE~I-RECESSED MOUNTED UNIT WITH REMOTE FLAT PLATE SENSOR, AND INTEGRAL DISCONNECT SWITCH. GAS FIRED CONDENSING BOILER SCHEDULE e9 EQUIPMENT SERVICE INPUT OUTPUT BOILER FLUE/COMB. ELECTRICAL MANUFACTURER & MODEL OPTONS-ACCESSORIES NO. CAPACITY CAPACrTY VOLUME AIR SIZE (BTU/HR.) (HTU/HR.) (GAlLONS) (INCHES) AMPS VOLT.-PH.-CY. BL-I HEATING SYSTEM 700,000 660,000 7 6W4"~ -120-1-60 LOCHINVAR -KBN700 NOTE -1 BL-2 HEATING SYSTEM 700,000 660,000 7 6"~/4"~ -120-1-60 LOCHINVAR -KBN700 NOTE -1 BL-3 HEATING SYSTEM 700,000 660,000 7 6"~/4"~ -120-1-60 LOCHINVAR -KBN700 NOTE -1 mIES; 1. PROVIDE WITH ASME RELIEF VALVE CSD-1 CONTROLS, SEALED COMBUSTION KIT, HIGH LIMIT AND MODULATING TEMPERATURE CONTROL, FLOW SWITCH, CONDENSATE NEUTRALIZING KIT, AND BLOWER MOTER. AIR COOLED CHILLER SCHEDULE ~ LVG. ENT. WATER EQUIPMENT AREA NOM. WATER WATER PRESS. FOUUNG COMPRESSOR DATA CONDENSER ELECTRICAL MANUFACTURER & MODEL OpnONS-ACCESSORIES NO. SERVED TONS TEMP. TEMP. DROP GPM FACTOR FANS rFl rFl (FT. OF HD.) OTY. TYPE V.-PH.-CY. MCA MOCP CH-l ALL 140 44 56 12 280 -2 ROTARY 5/5 208 3 60 356 600 DUAL PPC. 356 600 TRANE -RTAC140AUCOH NOTES -1,2,3 mIES; 1. PROVIDE WITH UNITARY CONTROL MODULE WITH HUt.AAN INTERFACE PANEL, SINGLE POINT POWER CONNECTION, lSA 11SV CONVENIENCE OUTLET, WIDE AMBIENT CAPABIUTY, NEt.AA-l FLOW SWITCH, WYE-DELTA CLOSED TRANSrnON COMPRESSOR MOTOR STARTER, AND UNIT MOUNTED DISCONNECT. PROVIDE WITH COMPREHENSNE ACOUSTIC SOLUTION SOUND ATTENUATION PACKAGE FOR THE COMPRESSORS AND CONDENSER FANS. 2. CHILLER SHALL BE HIGH EFFlCIENCY. 3. PROVIDE WATERSIDE ECONOt.AIZER OPTION. PUMP SCHEDULE ~ EQUIPMENT SERVICE LOCAnON GPM HEAD MOTOR MANUFACTURER & MODEL OpnONS-ACCESSORIES NO. (FT) HP RPM VOLT. -PH. -CY. FLA CP-l.2,3 BL-l.2.3 BOILER ROOM 42 20 1/2 17S0 120-1 -60 5.0 TACO -1400-70 NOTE -1 CP-4.S HW SECONDARY LDDP BOILER ROOt.A 210 9S 10 17S0 20B-3-60 32.0 TACO -KV3011 NOTE -2 CP-6.7 CH-l EXISTING CHILLER RM. 280 SO 10 17S0 208-3-60 48.0 TACO -KV4009 NOTE -3 CP-B,9 CW SECONDARY LOOP EXISTING CHILLER RM. 280 120 20 1750 208-3-60 62.0 TACO -CI2513 NOTE -4 CP-l0 SNOWMELT LOOP MECHANICAL ROOM 81 75 7.5 1750 208-3-60 25.0 TACO -KV3009 NOTE -S CP-ll RADIANT FLOOR MECHANICAL ROOM 1 I 45 1/2 1750 120-1-60 5.0 TACO -1400-50 NOTE -1 CP-13 FC CONDENSATE FC-~O 2 GPH 15 I/SO 1750 120-1-60 1.0 UTTI.£ GIANT -VCMA-1 5 ULST NOTE -6 mIES; 1. PROVIDE WITH CAST IRON CASING. BRASS IMPELLER, FLANGED CONNECTIONS, DISCONNECT, AND FLEXIBLE PIPE CONNECTIONS. 2. PROVIDE WITH CAST IRON CASING, BRONZE IMPELLER, AND FLANGED CONNECTIONS. PROVIDE PUMP WITH VARIABLE FREQUENCY DRIVE. 3. PROVIDE WITH CAST IRON CASING. BRONZE IMPELLER. FLANGED CONNECTIONS, STARTER, AND SPRING VIBRATION ISOLATORS. ~ . PROVIDE WITH CAST IRON CASING, BRONZE IMPELLER, FLANGED CONNECTIONS, STARTER, INERTIA BASE, AND VARIABLE FREQUENCY DRIVE. 5 . PROVIDE WITH CAST IRON CASING, BRASS IMPELLER, FLANGED CONNECTIONS, DISCONNECT, AND 1" SPRING ISOLATORS. 6. PROVIDE WITH 1/2 GALLON ABS TANK. CHECK VALVE, STAINLESS STEEL MOTOR SHAFT, 6 FOOT POWER CORD, UL/CSA USTING, AND THERMAL OVERLOAD PROTECTION. DUCTLESS SPLIT AIR CONDITIONING SYSTEM SCHEDULE ~ REFlRIGERANT ELECTRICAL EQUIPMENT SERVICE COOUNG CFM SEER PIPING MANUFACTURER & MODEL OPTONS-ACCESSORIES NO. CAPACrTY (EFFICIENCY) (BTU/HR.) UQUID SUCTION RLA/MOC VOLT.-PH.-CY. SS-1/CU-l IT ROOM 31,400 830 16.0 3/8" 5/8" 189..04//1355 210208--11 --6600 SANYO -KH3672R & CH3672R NOTE -1 SS-2/CU-2 IT ROOM 31,400 830 16.0 3/8" 5/8" 189.0.4//1355 210280--11 --6600 SANYO -KH3672R & CH3672R NOTE -1 SS-3/CU-J UPS ROOM 31,400 830 16.0 3/8" S/8" 189.0.4//1355 212008--11--6600 SANYO -KH3672R & CH3672R NOTE -1 .tIQIES; 1. WIRELESS CONTROLLER, REFRIGERANT UNE SET, ELECTRIC EXPANSION VALVE, AND LOW AMBIENT KIT DOWN TO O'F. FAN COIL UNIT SCHEDULE EQUIPMEI>IT AREA SUPPLY OUT SIDE FAN MOTOR COOUNG COIL HEAnNG COIL UANUFACTURER & ~ODEL NO. SERVED CFM AIR CFM MBH EAT P.O. ~~. HP WADS ESP VOLT.-PH.-CY. EWT LWf GPM (FT.) Rg~S MBH EAT LAT EWT R8~ GPM TH SH DB WB FC -l 1 ST CONFERENCE 2730 lB5 3.0 -0.75 20B-3-60 97.2 74.9 80 67 44 56 16.1 5 4 2B.~ 60 100 180 1 12.8 TRANE -BCHC090 FC-2 ST CORR. NORTH 575 40 0.75 -0.75 20B-3-60 16.0 13.5 80 67 44 56 2.7 5 4 23.5 60 100 180 1 3.4 TRANE -BCHC01B FC-3 ST CORR. SOUTH 750 100 1.0 -0.75 20B-3-60 21.9 18.3 BO 67 44 56 3.6 5 4 34.5 60 100 180 1 3.4 TRANE -BCHC024 FC-4 1ST GIS 2300 90 3.0 -0.75 20B-3-60 74.2 58.5 80 67 44 56 12.3 5 4 01.~ 60 100 180 1 10.1 TRANE -BCHC072 FC-5 1ST KITCHEN 300 20 0.5 -0.5 120-1-60 7.1 6.6 BO 67 44 56 1.2 5 4 14.6 60 100 180 1 1.5 TRANE -BCHC012 FC-6 1 ST LAYOUT/SIT. 700 65 1.0 -0.75 20B-3-60 21.9 18.3 80 67 44 56 3.6 5 4 34.5 60 100 180 1 3.0 TRANE -BCHC024 FC-7 1 ST RESTROOMS 550 35 0.75 -0.75 208-3-60 16.0 13.5 BO 67 44 56 2.7 5 4 23.5 60 100 180 1 2.3 TRANE -BCHC01B FC-B 1ST ELEV. EQUIP 250 20 0.5 -0.5 120-1-60 7.1 6.6 80 67 44 56 1.2 5 4 14.6 60 100 180 1 1.5 TRANE -BCHC012 FC-9 1ST SYS OP. GR. 750 20 1.0 -0.5 20B-3-60 21.9 18.3 BO 67 44 56 3.6 5 4 34.5 60 100 180 1 3.4 TRANE -BCHC024 FC-l0 1 ST WORK STATS. 3000 90 3.0 -0.75 208-3-60 12B.7 89.1 BO 67 44 56 21.4 10 6 ~19.4 60 100 180 2 21.9 TRANE -BCHC090 FC-ll 2ND ADMIN OFFS 1000 30 1.0 -0.75 20B-3-60 33.4 24.3 BO 67 44 56 5.6 5 4 54.9 60 100 180 1 5.5 TRANE -BCHC036 FC-12 2ND CONS. REPS 1375 50 1.0 -0.75 20B-3-60 41.2 30.8 BO 67 44 56 6.8 5 4 60.9 60 100 180 1 6.1 TRANE -BCHC036 FC-13 2ND CONS. REPS 1500 40 2.0 -0.75 20B-3-60 52.3 42.7 BO 67 44 56 B.7 5 4 76.0 60 100 180 1 7.6 TRANE -BCHC054 FC-14 2ND CORR. N. 1000 80 1.0 -0.75 20B-3-60 33.4 24.3 80 67 44 56 5.6 5 4 54.9 60 100 180 1 5.5 TRANE -BCHC036 FC-15 2ND CS CONFER. 1100 20 1.0 -0.75 208-3-60 4 1.2 30.8 BO 67 44 56 6.8 5 4 54.9 60 100 180 1 5.5 TRANE -BCHC036 FC -16 2ND E. OFFICES lB50 115 3.0 -0.75 208-3-60 60.9 46.3 BO 67 44 56 10.1 5 4 B8.1 60 100 180 1 8.8 TRANE -BCHC072 FC-17 2ND ED OFFICES 1350 50 2.0 -0.75 20B-3-60 42.1 33.4 BO 67 44 56 7.0 5 4 66.0 60 100 180 1 6.6 TRANE -BCHC054 FC-18 2ND ES OFFICES 1600 60 2.0 -0.75 20B-3-60 52.3 42.7 80 67 44 56 8.7 5 4 76.0 60 100 180 1 7.6 TRANE -BCHC054 FC -19 2ND ED OFFICES 1450 60 2.0 -0.75 20B-3-60 42.1 33.4 BO 67 44 56 7.0 5 4 66.0 60 100 180 1 6.6 TRANE -BCHC054 FC-20 2ND ENG. CONF. 500 40 0.75 -0.75 20B-3-60 16.0 13.5 BO 67 44 56 2.7 5 4 20.5 60 100 180 1 2.0 TRANE -BCHC01B FC-21 2ND ENG. tAANG. 550 20 0.75 -0.75 20B-3-60 16.0 13.5 80 67 44 56 2.7 5 4 23.5 60 100 180 1 2.3 TRANE -BCHC018 FC-22 2ND SPC. PROJ. 1050 65 1.0 -0.75 20B-3-60 41.2 30.B 80 67 44 56 6.8 5 4 54.9 60 100 180 1 5.5 TRANE -BCHC036 , FC-23 2ND ED OFFlCE 700 40 1.0 -0.75 208-3-60 21.9 18.3 BO 67 44 56 3.6 5 4 34.5 60 100 180 1 3.4 TRANE -BCHC024 FC-24 3RD BOARD RM. 2100 BO 3.0 -0.75 208-3-60 74.2 5B.5 BO 67 44 56 2.3 5 4 01. 60 100 180 1 10.1 TRANE -BCHC072 FC-25 3RD CEO OFFICE 1100 60 1.0 -0.75 208-3-60 41.2 30.8 BO 67 44 56 6.B 5 4 54.9 60 100 180 1 5.5 TRANE -BCHC036 FC-26 3RD ADMIN SUPP lBOO 80 3.0 -0.75 20B-3-60 60.9 46.3 BO 67 44 56 10.1 5 4 BB.l 60 100 180 1 8.8 TRANE -BCHC072 FC-27 JRD EXEC. CONF. 575 60 0.75 -0.75 208-3-60 16.0 13.5 BO 67 44 56 2.7 5 4 23.5 60 100 180 1 2.3 TRANE -BCHC018 FC-28 3RD GM OFFlCE 725 20 1.0 -0.75 208-3-60 21.9 18.3 80 67 44 56 3.6 5 4 34.5 60 100 180 1 3.4 TRANE -BCHC024 FC -29 3RD HR ASSIST. 550 30 0.75 -0.75 20B-3-60 16.0 13.5 BO 67 44 56 2.7 5 4 23.5 60 100 180 1 2.3 TRANE -BCHC01B FC-30 3RD HR. SUPER. 1650 55 2.0 -0.75 20B-3-60 52.3 42.7 BO 67 44 56 8.7 5 4 76.0 60 100 180 1 7.6 TRANE -BCHC054 FC-31 3RD G~. SUPP. 750 40 1.0 -0.5 20B-3-60 21.9 18.3 80 67 44 56 3.7 5 4 34.5 60 100 180 1 3.4 TRANE -BCHC024 FC-32 MEN'S & Wl.4N'S 500 60 0.75 -0.75 20B-3-60 12.8 10.5 BO 67 44 56 2.1 5 4 23.5 60 100 180 1 2.3 TRANE -BCHC01B FC-33 3RD SHR. CONF. 750 60 1.0 -0.75 20B-3-60 21.9 lB.3 BO 67 44 56 3.6 5 4 34.5 60 100 180 1 3.4 TRANE -BCHC024 FC-34 3RD S. CORRID. 1000 95 1.0 -0.75 20B-3-60 41.2 30.8 BO 67 44 56 6.B 5 4 54.9 60 100 180 1 5.5 TRANE -BCHC036 FC -35 RD SPR. EX. OF 750 40 1.0 -0.75 20B-3-60 21.9 1 B.3 BO 67 44 56 3.6 5 4 34.5 60 100 180 1 3.4 TRANE -BCHC024 FC-36 3RD LOBBY 3100 110 3.0 -0.75 20B-3-60 97.2 74.9 BO 67 44 56 16.1 5 4 28.: 60 100 180 1 12.8 TRANE -BCHC090 FC-37 2ND LOBBY 3000 100 3.0 -0.75 20B-3-60 97.2 74.9 80 67 44 56 16.1 5 4 2B.: 60 100 180 1 12.8 TRANE -BCHC090 FC-38 SPARE OFFICE 750 50 1.0 -0.75 208-3-60 21.9 18.3 80 67 44 56 3.6 5 4 34.5 60 100 180 1 3.4 TRANE -BCHC024 FC-39 ~AN. ELEC. OPS. 600 40 0.75 -0.75 20B-3-60 16.0 13.5 80 67 44 56 2.7 5 4 23.5 60 100 180 1 2.3 TRANE -BCHC01B FC-40 STAIR 001 630 0 0.25 --120-1-60 16.0 13.5 BO 67 44 56 2.7 5 4 23.5 60 100 180 1 2.3 TRANE -FCBOBO FC-41 3RD HR ASSIST. 550 40 0.75 -0.75 208-3-60 16.0 13.5 BO 67 44 56 2.7 5 4 23.5 60 100 180 1 2.3 TRANE -BCHC01B FC-42 3RD EX. FlLE 550 40 0.75 -0.75 20B-3-60 16.0 13.5 BO 67 44 56 2.7 5 4 23.5 60 100 180 1 2.3 TRANE -BCHC01B NQTES: 1. PROVIDE WITH VIBRATION ISOLATORS, VARIABLE FREQUENCY DRIVE ON BLOWER MOTOR, FLAT FILTER, DISCONNECT SWITCH, UNITARY ZN520 CONTROLS, DISCHARGE AIR SENSOR, ZONE SENSOR WITH OFF/AUTO, ON/CANCEL, SETPOINT KNOB, SCHEDULE OVERRIDE BunON, AND DELUXE PIPING PACKAGE WITH TWO WAY VALVES FOR CHILLED AND HOT WATER. HEATING CAPACITY BASED ON 20' WATER TEMPERATURE DROP. PROVIDE WITH CONDENSATE OVERFLOW SWITCH, 4 ROW HIGH CAPACITY CHILLED WATER COIL, AND 1 ROW HEATING WATER COIL. 2. PROVIDE DISCONNECT SWITCH, UNITARY ZN520 CONTROLS, ZONE SENSOR WITH OFF/AUTO. ON/CANCEL, SETPOINT KNOB, SCHEDULE OVERRIDE BunON, AND DELUXE PIPING PACKAGE WITH TWO WAY VALVES FOR CHILLED AND HOT WATER. HEATING CAPACITY BASED ON 20' WATER TEMPERATURE DROP. PROVIDE WITH CONDENSATE OVERFLOW SWITCH, 4 ROW HIGH CAPACITY CH ILLED WATER COIL, AND 1 ROW HEATING WATER COIL. 3. PROVIDE WITH VIBRATION ISOLATORS, VARIABLE FREQUENCY DRIVE ON BLOWER MOTOR, DISCONNECT SWITCH, UNITARY ZN520 CONTROLS, DISCHARGE AIR SENSOR, ZONE SENSOR WITH OFF/AUTO, ON/CANCEL, SETPOINT KNOB, SCHEDULE OVERRIDE BunON, AND DELUXE PIPING PACKAGE WITH TWO WAY VALVES FOR CHILLED AND HOT WATER. HEATING CAPACITY BASED ON 20' WATER TEMPERATURE DROP. PROVIDE UNIT WITH ECONOMIZER AND ANGLE FILTER MIXING BOX. PROVIDE WITH CONDENSATE OVERFLOW SWITCH, 6 ROW HIGH CAPACITY CHILLED WATER COIL, AND 2 ROW HIGH CAPACITY HEATING WATER COIL. t9 OPooNS-ACCESSORIES NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -3 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -1 NOTE -2 NOTE -1 NOTE -1 Architectural Group P.C" 406 South Hyland Park Dr. Suite C Glenwood Springs, CO 81601 Phone: (970) 945-4040 dpadoug@qwesl.net z 0 I--0 0 « <.9 -z 0 -......J :::) ~ CO 0 CO Z ~ 0 <X> 0 I-"'C « ~ ~ 0 I-0 (J) U -Z >-Cf)-~ C>N C> 0 L. <X> C (l) "_ « wC e>c-oL.. « Cf)3:(J) I ('i) Cof) .lC::> "0'C W L. .-0 (J) U I 3: « >-0) c I -0) (l) 01'--a.. I ('i) <.9 Revisions 0 ~ 0 N c. => Ie l'l a; ~ => 1:3 .$ :2 ~ « «c.. 0 @30% CONSTRUCTION 210312010 50% CONSTRUCTION 3/0812010 75% CONSTRUCTION 4/05/2010 100% CORE & SHEll 4/30/2010 Project Number 09132 Date Drawn B~ BCE Checked B~ A~~roved B~ Sheet Number M3-1 HOT WATER COIL SCHEDULE ~ EQUIPMENT SERVICE SIZE MBH APD CFM WATER TEMPERATURES AIR TEMPERATURES HEATING WATER MAX WPD MANUFACTURER '" MODEL OPTIONS-ACCESSORIES NO. (IN. WC) SUPPLY RETURN ENTERING LEAVING FLOW RAnE (FT HD) (DEG. F.) (DEG. F.) (DEG. F.) (DEG. F.) (GPM) HC-l SF-l 36""2" 108.1 0.25 1250 180 160 -20 75 10.8 8 TRANE -W NOTE -1 HC-2 SF-2 36""2" 108.1 0.25 1250 180 160 -20 75 10.8 8 TRANE -W NOTE -1 HC-3 SF-3 36""2" 108.1 0.25 1250 180 160 -20 75 10.8 8 TRANE -W NOTE -1 MillS; 1. DRAINABLE HEADER AND FULL ROW SERPENTINE. MAX FACE VlELOCnY SHALL BE 500 FPM. FAN SCHEDULE €9e1 EQUIPMENT SERVICE LOCATION CFM STATIC MOTOR MANUFACTURER '" MODEL OPTIONS-ACCESSORIES NO. PRESS. (IN. W.G.) WATTS HP RPM VOLT. -PH. -CY. SF-I GROUND FLOOR OSA PLENUM 1250 0.75 -1 1725 208-3-60 COOK -100 SOB NOTE -1 SF-2 SECOND FLOOR OSA PLENUM 1250 0.75 -1 1725 208-3-60 COOK -100 SOB NOTE -1 SF-3 nHlRD FLOOR OSA PLENUM 1250 0.75 -1 1725 208-3-60 COOK -100 SOB NOTE -1 EF-l GENERAL BLDG. EXHAUST ROOF 2300 0.8 -1 1725 208-3-60 COOK -165C7B NOTE -2 EF-2 ELECnRlCAL ROOM EXHAUST INLINE 300 0.5 103 -1073 120-1-60 COOK -GN-720 NOTE -3 EF-3 MECHANICAL ROOM EXHAUS INLINE 300 0.5 103 -1073 120-1-60 COOK -GN-720 NOTE -3 MillS; 1. PROVIDE WITH DISCONNECT SWITCH, BACKDRAFT DAMPER, SPRING VIBRATION ISOLATORS, ACCESS OOOR, BELT GUARD, INLET AND OUTLET FLANGES, AND MOTOR COVER. 2. PROVIDE WITH DISCONNECT SWITCH, BACKDRAFT DAMPER, ROOF CURB, HINGED BASE KIT, ALUMINUM BIRDSCREEN, AND BELT TENSIONER. 3. PROVIDE WITH DISCONNECT SWITCH, BACKDRAFT DAMPER, FAN SPEED CONTROLLER, AND SPRING ISOLATORS. HEAT EXCHANGER SCHEDULE ~ TAG MANUFACTURER MBH HEATING FLUID HEATED FLUID NOTES MODEL NUMBER EWT ('F) LWT ('F) GPt.! DELTA P (FT) FLUID EWT ('F) LWT ('F) GPM DELTA P (FT) FLUID HX-l TTAFCPO1 0X20-80 795.5 180 160 84 11.1 30" PG 120 140 80.6 10.4 50" PG 1 NOTES: 1. HEAT EXCHANGER FOR SNOWMELT LOCATED IN MECH ROOM. STAINLESS STEEL CONSTRUCTON. GRILLE -REGISTER -DIFFUSER SCHEDULE SR-SUPPLY REGISTER RG-RETURN GRILLE CO-CEILING DIFFUSER EG-EXHAUST GRILLE TG-nRANSFER GRILLE FD-FLOOR DIFFUSER EQUIPMENT SIZE TYPE MANUFACTURER '" MODEL FINISH OPTIONS-ACCESSORIES NO. A 24"x24" CD KRUEGER -PLQ WHITE OBD WITH SQUARE TO ROUND TRANSITION B 24"x24" RG KRUEGER -PLQ WHITE 15"0 NECK FOR RETURN APPLICATION, WITH SOUND BOOT C 12")(12" CD KRUEGER -PLQ WHITE OBD WITH SQUARE TO ROUND TRANSITION 0 SEE DWGS. RG -CEILING KRUEGER -S85 WHITE FIXED DEFLECTION STEEL RETURN GRILLE, 1/2" BLADE SPACING E SEE DWGS. EG KRUEGER -S80P WHITE PERFORATED FACE EXHAUST GRILLE, ALUMINUM CONSTRUCTION F SEE DWGS. SR KRUEGER -880 WHITE PROVIDE WITH OBD G SEE DWGS. RG -SIDEWALL KRUEGER -S80 WHITE FIXED DEFLECTION STEEL RETURN GRILLE, 1/2" BLADE SPACING H 12"x12" RG KRUEGER -PLQ WHITE 8"0 NECK FOR RETURN APPLICATION, WITH SOUND BOOT J 6" WIDE X SR -WALL KRUEGER -1600 WHITE WALL MOUNTING, 1/2" BAR SPACING, cr DEFLECTION, AND OBD LENGTH ON DWGS K LEN3G" TWH IDOEN XD WGS SR -WALL KRUEGER -1600 WHITE WALL MOUNTING, 1/8" BAR SPACING, O' DEFLECTION, AND OBD NOTES: 1. COORDINATE ALL MOUNTING TYPES WITH CEILING. LOUVER SCHEDULE (!3 EQUIPMENT SERVICE WIDTH HEIGHT THICKNESS MATERW. SCREEN MANUFACTURER '" MODEL OPTIONS-ACCESSORIES NO. OF WALL LV-l SUPPLY FAN SF-l 42" 18" 12" ALUMINUM INSECT RUSKIN -ELF375X LV-2 EXHAUST FAN EF-2 36" 18" 12" ALUMINUM INSECT RUSKIN -ELF375X Architectural Group P.C. 406 South Hyland Pari( Or. Suite C Glenwood Springs, CO 81601 Phone: (970) 945-4040 dpadoug@qwest,net z -.0... . -0 0 <{ (9 -Z 0 .--J :::J ~ ro 0 CO Z ~ 0 00 ..... "0C <{ CO rY: ~ ..... -0 C/) 0 -0 -Z » (J)-~ O)N 0) 0 ~OO c Q) .-<{ Wc C»O~Q. <{ (J)3:C/) I (J) ..c "C ~ 00)0 W ~ .-0 C/) OI 3: <{ »0') c I -0') Q) 01"---0.. I~(9 Revisions 0 ~ 0 N c. "e 0 Cii ~ £ J!l :c f: ..: ..: Il. 0 © 30% CONSTRUCTION 2/0312010 50% CONSTRUCTION 3/0812010 75% CONSTRUCTION 4/05/2010 100% CORE & SHELL 4/30/2010 Project Number Q2m Date Drawn B;t BCE Checked B~ A~~roved B~ Sheet Number M3-2 COLD WATER SUPPLY AMTROL THERMALEXPANSION TANK MODEL ST-12 -"----" HOT WATER OUTLET TEMPERATURE-!? & PRESSURE RELIEF VALVE /TO FLOOR DRAIN-./PLUG COCK ~ CHECK VALVE \ RECIRC.~] LINE n "" \l WATER HEATER LINE TEMP. -/" CONTROL /"-' -I I h ~~~~LtZ~~~ ~RAIN VALVE J r.J••~ ,.•: :•;: . ; ~~ . ;~r:.= ~.; :;:j;::.:I.:;;,;.::;;.=i~•.•~ 1 4" PVC FLUE -.....: .---,.;'-I r -GAS SUPPLY PIPE ~GAS COCK 1'1 &--UNION -DRIP LEG 4" THICK CONCRETE HOUSEKEEPING PAD GAS WATER HEATER DETAIL (WH-1) (wi RECIRCULATED LOOP) . IS. .' NOT TO SCALE r---BRASS CLEANOUT PLUG W/COUNTER SUNK HEAD. rFINISHED GRADE ., 16"SQUARE CONC. PAD TROWEL SMOOTH AND EDGE. '---1/8 C. 1. BEND "----C.I. WASTE LINE. LENGTH TO SUIT. f'llll,'k----WASTE LINE '---------1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. CLEANOUT TO GRADE NOT TO SCALE 3" 4" PVC INTAKE COMBUSTION ~f tJt~fC~ flrO~ of~J 4 vAl. G· v· ..-l ~ FIRE WATER EQUIPMENT NO. EWC-l MSB-l L-l UR-I WC-l WC-2 FO-l S-1 S-2 PLUMBING EQUIPMENT SCHEDULE DESCRIPTlON MANUFACTURER PIPING CONNECTIONS & CAT. NO. S/W VENT C.W. ADA ELECTRIC WATER COOLER ELKAY -EZOSTLSC 1-1/2" 1-1/2" 1/2" HIGH/LOW ARRANGEMENT MOP SERVICE BASIN ~~+ : ~~g::.C. u 3" 1-1/2" 1/2" ~~~ -ng3~B ADA COUNTERTOP LAVATORY KOHLER -K-2196 BATTERY SENSOR FAUCET KOHLER -K-13460 1-1/2" 1-1/2" 1/2" NJA URiNAl KOHLER -K-4972-ET 2" 2" 3/4" BATTERY SENSOR FLUSH VAlVE SLOAN -8180-1.0 :~E~L~~~SET KOHLER K 4302 SLOAN -8111 4" 2" 1" BATTER SENSOR FLUSH VALVE KOHLER -K-4670-CA FLOOR MOUNTED KOHLER -K-4302 WATER CLOSET SLOAN -8111 4" 2" I" BATTER SENSOR FLUSH VALVE KOHLER -K-4670-CA FLOOR DRAIN JOSAM -3OO00-AF 3"/4" 2" NA 2-COMPARTMENT SS SINK ELKAY -LRAD3321 2" 1-1/2" 1/2" WITH HAND SPRAY KOHLER -K-15172-FL 1-COMPARTIolENT SS SINK ELKAY -LRAD2219 2" 1-1/2" 1/2" WITH HAND SPRAY KOHLER -K-15172-FL --INCOMING SERVICE RISER RD-l ROOF DRAN JOSAM -21500 3"/4" \ CO"''' CO" DRAIN PAN NCO 6' I ~ 'Ii" rf. 1.1~£ ~I~G -AIR HANDLING UNIT OR AIR CONDITIONING UNIT SEC nON \---IE==fMI~MIM UM SIZE 1" OR FULL SIZE ON UNIT CONNEcnON. ADAPTORJ --.-----ll!-L·..j.~-;;:a:==t ~ ~EXTEND FULL SIZE. NOT TO SCALE 4" ,~J TO INDIRECT WASTE CONNEcnON TYPICAL OF ALL BLOWER COILS '-c:' ~DRAIN PLUG CONDENSATE DRAIN DETAIL 3" ORD-l OVERFLOW ROOF DRAN JOSAM -21500 3"/4" --RD-2 ROOF DRAIN FOR DECK JOSAM -21500 WITHOUT DOME 3"/4" --DSN-l DOWNSPOUT NOZZEL JOSAM -25010 "/4"/6 --GD-l GARBAGE DISPOSAL INSINKERATOR -8NJGER 5 2" --RH-I FREEZELESS ROOF HYDRANT WOODFORD -RHY2 I" -3/4 HB-l INDOOR HOSE BIBB WOODFORD -75 --3/4 PUMP SCHEDULE EQUIPMENT SERVCE LOCATION GP~ HEAD MOTOR MANUFACTURER & MODEL NO. (FT) HP RPM VOll -PH.-CY. FLA SP-l ELEVATOR ELEVATOR PIT 30 20 1/2 1750 120-1-60 B STANCOR -OIL-MINOER SE!lO CP-12 DOM. WATER RECIRC MECHANICAL ROOM 6 45 1/2 1750 120-1-60 3.2 T/>co -1400-50 .tlQID; 1. PROVIDE STANCOR CHECK VALVE. OIL -MINDER CONTROL SYSTEM WITH OPTIONAL BUILT -IN AUDIBLE AND VISUAL ALARM. JUNCTION BOX. MULTI-PIN CONNECTOR. 25 FOOT CORD LENGTH. LIGHTS FOR OIL SPILL. POWER. HIGH UQUID LEVEL. OVERLOAD. AND PUMP RUN. PROVIDE OIL-MINDER CABLE. POWER CABLE. PROBE CABLE. HIGH LIQU ID AlARM CABLE. AND PUMP ON FLOAT CABLE. PROVIDE HIGH LIQUID ALARM FLOAT WITH CLAMP DEVICE TO MOUNT PUMP TO DISCHARGE PIPING. 2. PROVIDE WITH BRONZE CASING. BRONZE IMPEULER. FLANGED CONNECTONS. DISCONNECT. RIS VIBRATION ISOLATORS. NOTES AND REMARKS H.W. NA TWO STATION. WALL MOUNT. Kl\NDS FREE ON LOWER UNIT. AND NSF/ANSI 61. 1/2" PRECAST TERRAZZO. HOSE. MOP BRACKET. AND DRAN. WHEEL HANDLE ANGLE VAlVES. CHROME 1/2" RISERS. CHROME PLATED P-TRAP. AND ESCUTCHEONS. TRUEBRO MODEL 103 E-Z. NA NJA WALL MOUNTED URINAL. TOP SPUD. BLOW-OUT. 1.0 GPF WITH 1-1/4" TOP SPUD. NA ~~ . :L~~_ M9~~J .~. EL"u..NGATED BO~ OPEN FRONT SEAT. 1.6 GPF WITH I-I 2" TOP SPUD. NA FLOOR MOUNTED. ELONGATED BOWL. OPEN FRONT SEAT. 1.6 GPF WITH 1-1/2" TOP SPUD. NA DOUBLE DRANAGE FLANGE. 1/2" TRAP PRI!~ FLASHING COLLAR. WEEPHOLES. BOTTOM OUT CONNECTON. AND NIKAlOY ROUND STRANER. 6-I ~2" DEEP BOWL. 18 GAUGE SS. DRAIN. 1/2" WHE L HANDLE ANGLE VAlVES. CHROME RISERS CHRO"E PLATED P-TRAP. AND ESCUTCHEDNS. 6-I e" DEEP BOWL. 1 B GAUGE SS. DRAIN. 1/2" WHE L HANDLE ANGLE VALVES. CHRO"E RISERS CHRO" E PLATED P-TRAP. AND ESCUTCHEONS. CAST IRON. POLYPROPYLENE LOCKING DOIolE. -CLA"P RING WITH GRAVEL STOP. LARGE SUMP WITH WIDE ROOF FLANGE AND BOTTO" OUTLET. -CAST IRON. POLYPROPYLENE LOCKING DOME. CLAMP RING WITH GRAVEL STOP. LARGE SUMP WITH WIDE ROOF FLANGE AND BOTTO" OUTLET. PROVIDE WITH 2" INTERNAl WATER GUARD. -CAST IRON. CLAIoIP RING WITH GRAVEL STOP. LARGE SUMP WITH WIDE ROOF FLANGE AND BOTTOM OUTLET. CAST BRONZE DOWNSPOUT NOZZLE. LOOSE -WALL FLANGE AND INLET THREADED CONNECTIONS. -lt2 HP MOTOR. GALVANIZED STEEL. SS SWIVEL L GS. AND SELF SERVICE WRENCH. BACKFLOW PREVIENTER PER ASSE1052. BUILT IN -VENT FOR DRAINAGE. AND ROOF MOUNTING HARDWARE. ANTI SIPHON CLOSE COUPLED TRIMEUNE -WAUL HYDRANT. ASSE STANDARD 1011 . CHROME FINISH. ~ OPTIONS-ACCESSORIES NOTE -, NOTE -2 r---------L..---------m------~y COLD WATER SUPPLY GAS FIRED WATER HEATER SCHEDULE WALL SUPPORT (TYPICAL) FLANGE 3" WATER SERVICE GA. ~ GA. ~ GA. ~ ~ HOSE END FLOOR NC GA. 2-1/2" BY-PASS ~ HOSE END GA. 2" I~I GA. 3/4" r-__ Al==:::::::~-------I--3" FEB CO B25YD REDUCED ( PRESSURE BACK FLOW PREVENTER ~ C'V'~'V' ~ FUNNEL " AIR GAP PIPE THROUGH EXTERIOR WALL -3/4" DRAIN VALVE HOSE END DOMESTIC WATER PRESSURE REDUCING STATION DETAIL NOT TO SCALE MANUAL SHUT-OFF VA,LVE--N 1/B" N.P.T. PLUGGED G ACCESSIBLE FOR WITH A TAPPIN TEST G BE INS THE G TO TH AGE CONNEcnON TO TALLED UPSTREAM OF AS SUPPLY CONNECTION E APPLIANCE. GROUN UNION TO EQUIPMENT/CONTROLS o JOINT \ r-) r-~ COCK C' :) FROM GAS SUPPLY r--I /' ) U l 6" TRAP (DRIP LEG) GAS CONNECTION TO EQUIPMENT DETAIL FROM GAS SUPPLY RECOVERY INPUT OSA/ITEM CAPACITY @90 DEG. BTU FLUE ELEC MANUFACTURER REMARKS NO. F. RISE PER HR. CONN. V/0 & MODEL @SL WH-1 100 GAL 256 199.000 4"0/4"91 120/1 A.O. SMITH -BTH 199 NOTE -1 MITES; 1. PROVIDE WITH DISCONNECT. ASME TE~PERATURE AND PRESSURE RElJEF VALVE. CONCENTRIC VENT KIT. ASME STAMPED TANK. AND UL USTING. Architectu ral Group P.C. 406 South Hyland Park Dr. Suite C Glenwood Springs, CO 81601 Phone: (970) 94~040 dpadoug@qwest.nel z 0 I-0 0 <C (9 -z 0 -.....J :::J ..-en 0 <0 Z ..-0 CO 0 ~ "'0 ro 0:: ~ 0 I-0 CJ) U -Z >-(/J-~ O)N 0> 0 ~ CO c: Q) .-<C wc:r>o-c~.. <C (/J~CJ) I ('I') (/J .c: "'0 00>0 W ~.-0 CJ) U I ~ <C >-en c: I -0"en _Q ) (L I ('I') (9 Revisions 0 ~ 0 N a. => e (!) ~,. "" :2 e « « n. 0 @30% CONSTRUCTION 2/03/2010 50% CONSTRUCTION 3/08/2010 75% CONSTRUCTION 4/05/2010 100% CORE & SHELL 4/30/2010 Project Number Q9t~2 Date Drawn B~ BCE Checked B~ A~~roved B~ Sheet Number P2-1 PROJECT: PHASE 3-A ADMINISTRATION BUILDING ADDITION 3799 HIGHWAY 82 GLENWOOD SPRINGS, CO 81601 OWNERS: HOLY CROSS ENERGY 3799 HIGHWAY 82 PO BOX 2150 GLENWOOD SPRINGS, CO 81601 CONTRACTOR: HASELDEN CONSTRUCTION 6950 SOUTH POTOMAC STREET CENTENNIAL, COLORADO 80112 PHONE: 303-751-1478 E-MAIL: garymanchester@haselden.com November 4, 2010 Andy Schwaller Building Official Garfield County Building Department 108 Eight Street, Suite 401 Glenwood Springs, CO 81601 Holy Cross Energy 3799 Hwy 82 Glenwood Springs, CO 81601 Re: Building Permit # BlCO·5-1O-1552 Mr. Schwaller, /' . '-. -.. 3799 HIGHWAY 82 • P.o. BOX 2150 GLENWOOD SPRINGS, COLORADO 81602 (970) 945·5491 • FAX (970) 945·4081 ARCHITECT: Attached for your review and approval are 2 sets of drawings for Phase 3A Administration Building Addition (Holy Cross Energy 3799 Hwy 82) for the tenant finish!1 T component of the project. Theyare stamped and signed by the design team. The reason for the delay on this component is the owner/design team had not finalized some of the items. DPA ARCHITECTURAL GROUP 406 S. HYLAND PARK DR., STE C GLENWOOD SPRINGS, CO 81601 PHONE: 970-945-4040 E-MAIL: dpadoug@qwestoHice.net PHASE 3-A TENANT FINISH/I.T. CONSTRUCTION DOCUMENTS AUGUST 13, 2010 Respectfully, Andy Montoya Professional Construction Service Owners Representative Holy Cross Energy PH . 970-947-5525 amontoya@holycross_com CIVIL ENGINEER RED MOUNTAIN CIVIL 680 RAM LANE SILT, COLORADO 81652 PHONE: (970) 876-7137 E-MAIL: rickrmc@sopris.net STRUCTURAL ENGINEER GLENWOOD STRUCTURAL & CIVIL INC. 2425 SOUTH GRAND AVE GLENWOOD SPRINGS, CO 81601 PHONE: 970-928-0135 MECHANICAl/ELECTRICAL ENGINEER BIGHORN CONSUL TAING ENGINEERS 509 S. WESTGATE DRIVE, SUITE #1 GRAND JUNCTION, CO 81505 ROOFING CONSULTANT DIVISION 7 DESIGN INC. 2420 APPLEWOOD CIRCLE GRAND JUNCTION, CO 81508 PHONE: 970-242-9169 E-MAIL: jhesslink@msn.com PHONE: 970-241 -8709 E-MAIL: gsc@sopris.net E-MAIL: blaine@bighorneng.com LANDSCAPE ARCHITECT JULEE WOLVERTON LANDSCAPE ARCHITECT 61945 NIGHTHAWK ROAD MONTROSE, COLORADO 81401 PHONE: 970-249-9392 E-MAIL: wolverton@montrose.net -~-.--APPROVED ItIB!EctTO NonD lXCU11~s It msPEC1'lOl6 GARFIELD COUNTY B1JILD_~AR Date '1l'a y LD PY NO mSPl!cnON WI1'IfOIJ'f '-THESULANS orum ""--JIIII" of The~e pl,,~s mU5T /tccoftl1p"rJ Y ft.,E 5/2o/tIJ ftPPRPVED FIELD 'iff of PJ.IJN ~ it.,P 7/:21j" /fPJlflPlIed J2EvI9/J/J5 rOI< I Y15pC:c77D/VS I'l/tJP 7b !2&rc'<6",A/ce fIt~ ~t[)~. DefT j J2ed /".)[ No-/-e-:5 ANP ( c;.oIJi>lnlJtVS OF PaM/To Arch itectu ra I Group P.C. 406 Soutl"l Hyland Part; Dr, SuileC Glenwood Springs, CO 81601 Phono' (970) 945.-4040 dpadoug@qwest net v ---"-:\x--Of <:..C r;; 1 c:,"'rJ I Y ~o \ I! 0 . r5)' -\ POR ER~~LD ~('':0 B'2~g1 ~ ~I/t ~ A· ""cl " SeD ARC~~ ) Z 0-I--0 0 « C) -z 0 --.J ::::> ~ CXl 0 <.0 Z ~ 0 00 -a ~ "'C .c..o.. a I-a -zCJ ) () ->. en ~ ~N 0> a 0 (J) 00 c:: ~ 0 c:: >."C N « wroa. "c: « en3:CJ) E' <.? ('I"I ) en .!: "'C Cii ~ 00>0 1"3 W ...... -a Q) () I 3: .'"c CJ) <' « >.0) c:: « « I -0) (J) 0-01'---0 Q.. I('I")(!) @Revisions Tenant Finish! I. T. Package 1 & 2 Proiect Number 2009.04 Date 08·27·10 Drawn B~ RHM!MSH Checked B~ AQQroved B~ Sheet Number AIO.O ~....... ~ ~ "-~ ~ I I\, I~ ~ ~".. ~ I~ I Ir 1\ I ~ .... '- l tI I ® \ r-' 1 I I © I of?''''2Wnu~)=_ I I I I I I I I I I I I I I I CD ®~ I , I I I I I • I I f I I -~ \ I I I \ , I , @1 ~ . T4.5.01 ~ 51/4" , 41/2" ::~ =01 ~T4:'.01J " ..-..... 1.' '==='==f='====?Jt l-~"~' '= +1--14'-1 0"---'-++-_____ --'CClL.-19'-9 5/8" G ~ 9 )4' i@r fB... I } (0 D. + 8,. 096500.82 -RESILIENT FLAT BASE TO BE INSTAlLED AT BASE OF AlL ST4.5.0t AND M13.02 PARTITIONS INCLUDED AS PART OF TENANT FINISH #t -k ® tk.1.ltm lfo/I VI ~ JUS /,*(CI11;t!I.7i~; hAr PId t~!J}4m' j2"tH/l',.mo(,f'~ ® @® + + I @® ® 13'-17/16·'----+ ® ® ® (j) o , o 1 SECOND LEVEL PARTITION PLAN 1/4"=1 '-011 Arch itectu ra I Group P,C, 406 South Hyland Par1c. Or. SuiteC Glenwood Springs, CO 81601 Phone: (970) 945-4040 dpadoug@qwestoffu net I J-.----.." ~Ofl-C I \ A.". ?-/"I "-/'7~'/,V \V " ~ . '~~ (" Bl~,iil1 LD to-. -\ C"~ .l{ . \ (o..f.c.,V "I--tS£'D ARCy..\ "-/r------z 0 I--0 0 <! (9 -z 0 -....J :::J ~ CO 0 CO Z ~ 0 CO -0 I-"'0 C2 ~ 0 I--C-J) 00 Z >-~ -en ~ e'N 0> a 0 Q) CO c: ~ a c: >-'C N <! wroCl. "ci <! en~CJ) 0 ~ <.9 I en ..c "'0 ~ C") 00>0 1"3 W ..... -0 <J) OI ~ .'"c CJ) ~ <! >-0) c: « « I -0) Q) a. 01'---Cl Cl. IC")(9 @Revisions Tenant Finish #1 07108/2010 Project Number 2009.04 Date 07108/2010 Drawn B~ Checked B~ A~~roved B~ Sheet Number © t ~ ~~\ ..J ___ ! r \\ r I ,. ---I , --III -----r --T r-• ..-c.~ T fl' k ~----=,Jrl /-1 r= =='~I' J ."'----" ---rr I d ~7 • ----.., ~I ____________ J I j I 1 l!L"J 1 I 1 I 1 I ©®OO , i El ®~ I J -~ L/--~ j , I 1 I e -+-I +-------I l' I 1 /j \\ i _lE'/~ __ ~~j' ... ' I 1 , I 1 I -1----[ 1 ( , I I , I , , I , /. /\ '" \ \ • --'--'. :1: ".' ~ I \ -~ . , 1 J ® ® +-" . n ~f!1. T je , --] o 4 112" ~ 112" 518' T -0 318' ----.------,1/<+---14'-0 314" cl----+,ji<--8'-0 518' 112"./t--....::...·12'-O· .-~~-8"·5 114" ,-:....:If<~--· 16'-6" ---..,;,-#------15'·7"----+,. 2'·2 t wi '" r , ~ -f"R1t-5'-11/4' -t ~ fill 1-_ -...;I.:..:6:.:i:... __ ~:-251~-.rr. ~,-~14'::!.."1~lfl~6·:=:::::;tL~J= ==!1!1'-~47,!!'8"===1t-IJJt==--11'-47/8·~::;t;l';;:::==1:!:!]!!:==~;t;:;==;;:J §::ill!!;!:=;;::::::r-'iE~-13'-6314'---.'->' o < o .~ . ICOsJ; uil, . . 112" +-5'·13116'+---'10'-8"-+---+ I ~ ~ 6'·10 1~1~· ·-+ I il ... J021 1 , + [bW' 00.B2· RESILlE~NT~~ 0.0101( TO BE INSTALLED AT BASE OF ALL ST4.5.01 AND M13.02 PARTITIONS ~~~FINCI~IILSUIHDEID AS PART OF TENANT~~~ ~ t ~ 9 ~ £U..~ V~ • , ,t. t -ll·35116· --""'"'"*---IS.35116'---*-l--9"-31/4· 7'-3· -----Ht--+-+1S-4318"---+-.lt-:-ce---14'-O·-----of-1 1 3 3 -1--l, o • 'f l' 1 nt-lPLt E ;;;'f~" ~ l w ,.' I , "Illl~~' i~O -,_. . 'Ii: -,,-,,; ~,.n·t:· --jf ~[ -...,. ------liZ' ::::=:::::::::---,---- .. ,-f----'--------'--'21-___--1 ® ® ) () 0 ® 1 \ l' .f , -® 1 THIRD LEVEL PARTITION PLAN Arch itectu ra I Group P.C. 406 South Hyland Park Dr. Suite C Glenwood Spnngs. CO 81601 Phone: (970) 945-4040 dPadoug@Qwesloffice.net /--------"'" ~r{~~ Ift,'?-j1 ~'b rMu R . -'\ PUt'f ~tLD ~<~ 8 -1.~ ~'<,v I-~~ ARCy..\ /<C ,"-M \ \ W \ (/)-, <C I a.. -...Revisions Tenant Finish #1 Project Number Date Drawn B~ Checked B~ AQQroved B~ Sheet Number T'"" o CD T'"" CO o ""0 ~ o o U -o o 'a": => e t'J 07/0812010 2009.04 07/0812010 A11.2 DOOR SCHEDULE NUMBER LEAF TYPE LEAF MAn . LEAF WIDTH LEAF HEIGHT 107A 1 WOOD 3'-l)" 7'-10' 210A 1 WOOD 3'-l)" 7'-10' 111A 1 WOOD 3'-l)" 7'-10' 212A 1 WOOD 3'-l)" 7'-10' 21:lA 1 WOOD 3'-l)" 7'-10' 214A 1 WOOD 3'-l)" 7'-10' 216A 1 WOOD 3'-l)" T-l0' 217A 1 WOOD 3'.Q-7'-10' 11SA 1 WOOD 3'-l)" 7'-10' 304A 1 WOOD 3'..()" 7'-10' .oSA 1 WOOD 3'-l)" 7'-10' 306A 1 WOOD 3'-l)" 7'-10' .o7A 1 WOOD 3'..()" 7'-10' 30SA 1 WOOD 3'-{)' 7'-10' 310A 1 WOOD 3'-{)' 7'-10' 311A 1 WOOD J'-{)' 7'-10' 312A 1 WOOD 3'-l)" 7'-10' 31:lA 1 WOOD 3'-l)" 7'-10' 31 4A 1 WOOD (2) 3'-l)" T-l0' 31SA 1 WOOD 3'.()· 7'-10' 316A 1 WOOD J'-{)' 7'-10' AlUM. = AlUMINUM H. MET = HOllOW METAl F. FIN. = FACTORY FINISHES INS. MET. = INSULATED METAl r--SEE SCHED. ~ ~ 51/2' 5112' :; f-.. '~ '" !o! ~ ~ w w ~ ~ => 0 5 w w 'u" 'u" 'ww" 'ww" '" '" TRANSlUCENT GLASS ~ T.O.CONC. l-IT DOOR TYPE 1 WOOD rI' , , I-'"'' 10m II .1 1 Iff <i< '" 1-~ I --CORRIDOR -J' OFFICE CD ~~I~~I,?,RTITION DOOR HEAD LEAF THICK FINISH UL HOW 1 314' 1 314' 1 314' 1 314' 1 314' 1 314' 1 314' 1 314' 1 314' 1 Jl4' 1 314' 1 3/4" 1 314' 1 314' 1 314' 1 314' 1 314' 1 314' 1 314' 1 314' 1 314' '\: STAIN -120 STAIN -120 STAIN -120 STAIN -120 STAIN -120 STAIN -120 STAIN 120 STAIN -120 STAIN 120 STAIN -120 STAIN -120 STAIN -120 STAIN -120 STAIN -120 STAIN -120 STAIN 120 STAIN -120 STAIN -120 STAIN -128 STAIN -120 STAIN -120 SEE SCHED. 51/2' 5 112" f.! ~ 51/2' 5112' V TRANSlUCENT TRANSLUCENT GLASS GLASS DOOR TYPE 2 -WOOD TRANSPARENT GLASS 08 4J 13A 1 -STOREFRONT 08 14 33J\2 -WOOD STILE AND RAIL DOOR SEE SCHEDULE FRAME TYPE FRAME~ATL FRAME FINISH HEAD DETAIL JAMB DETAIL THRESH. DETAIL REMARKS ---------------------AlUM. F. FIN. l'AI1.7 1 & 2IAI1.7 AlUM. F. FIN. l'AI1.7 1 & 2IAI1.7 AlUM. F. FIN. l'All .7 1&2IAlI .1 AlUM. F. FIN. l'AI1.7 1 & 2IAl1.7 AlUM. F. FIN. l'AI1.7 1 & 2IAI1.7 AlUM. F. FIN. l'All.7 1 &2IAll .7 AlUM. F. FIN. l'All.7 1 & 2IAI1.7 ALUM. F. FIN. l'AI1.7 1 & 2IAI1.7 ALUM. F. FIN. l'AI1.7 1 & 2IAI1.7 AlUM. F. FIN. l'AI1.7 1 & 2IAI1.7 AlUM. F. FIN. JlAll.7 1 & 2IAI1.7 AlUM. F. FIN. JlAI1.7 1 & 2IAIl.? AlUM. F. FIN. l'AI1.T 1 & 2IAIl .7 ALUM. F. FIN. l'AI1.7 1 & 2IAI1.7 ALUM. F. FIN. l'AI1.7 1 & 2IAI1.7 AlUM. F. FIN. JlAI1} 1 & 2IAI1.7 AlUM. F. FIN. JlAI1.7 1 & 2IAI1.7 AlUM. F.FIN. JlAI1.7 1 &2IAll .7 AlUM. F.FIN. l'AI1.7 1& 2IAl1.7 ALUM. F.FIN. JlAI1.7 1& 2IAl1.7 ALUM. FFIN. JlAll.7 1 & 2IAI1.7 .J ,t od .. " t4'~1 L/lntIrllj' ) /t'/~ ~tf ( >d loti B • t1/~S I' {I/VJP; /", ~J YifC C!?~/~/:z.t; 1/4' ~-------OB 14 33J\2 -WOOD STILE AND RAIL DOOR SEE SCHEDULE 098311Al-AcousnCAl WAlL PANEL _f.. 09 21 16 13.Bl _ 2112' METAl STUD FRAMING ~ ___ ~F=n', l~~~~ ,--r-PAINTED BlACK ir:-'~' ~-i."-~=-~. ~~-:-:.::~--09 1116.GA13 -ACOUSTICAL INSULATION 2.-.---061000 WP30 -318' PlYWOOD CORRIDOR OB 4313.Al -STOREFRONT CD ~~I~~I,~~RTITION DOOR JAMB -------------CORRIDOR OFFICE PARTITION DOOR JAMB SCAlE: 3' = 1'-{)' OB 14 33.A2 -WOOD STIlE AND RAIL DOOR SEE SCHEDULE 09 1216.13.Cl-31/2' METAl STUD FRAMING PAINTED BLACK 09 21 lS.GA13 -ACOUSTICALINSUI.ATION r-___ j' EDGE BANDED VENEER PLYWOOD 084J 13.Al-STOREFRONT Arch itectu ra I Group P.C_ 406 South Hyland Park Or. Suite C Glenwood Spnngs, CO 81601 Phone: (970) 9454040 dpadoug@qweslofflCe.net v-----/~~F~ 11 ~-<T/o~ ,\ o ~llLV I\~\\ d 0 ~ Ir ~'f~!7,; K r-: -249 ' to 0. 1 II)-~'" ,t{,~~ ~~D 'ARC"'\\~ /-------z 0 I--0 0 « <.9 -z 0 -....J ::) -r-CO 0 <0 Z -r-0 CO -0 ~ "0 ro 10... 0 I-0 U) 0 -Z >. (/)-~ e'N Ol 0 0 Q) CO _C ~ 0 C>.10... N « wroQ. "ci « (/)3: 00 f2 (!) I (/) ..c "0 ~ M DOlO " TI ill 10...--0 :m OI 3: .c U) I:! « >.0'> C ..: ..: I -0'> Q) "-:E~<.9 Cl a.. @Revisions Tenanl Finish #1 0710812010 Proieel Number 2009.04 Date 07/0812010 Drawn B~ MSH Checked B~ Aeeroved B ~ Sheel Number v-1028 OOA13 -SHELF ---____ HF-~/"7i14 1028 OOAB -MOP AND BROOM HOLDER ______ ~ -~== --IQ;iQ] 224000.Al0-MOPSINK -----b-:~;~~3:::::U;d hid :"I WII'I:' (~ ·· ... ,." ..... cf /b~/}./.ry fe/Zoo}'pb C Ch, II M4 .JZc/Mi/1J117. I ~-Cf8 ) r---------;-'";:,.,=.." . .'.. ;@f:;;;==7~'3='=~JJ==~~;~~~~~::;F 0930 13A3-CERAMIC TILE (ACCENT COLOR)-T-3 fr"':'::·~·~!--,'--i L i OS 83 OO.Gl -1/4' GLASS MIRROR FLUSH WITH TILE -102113 A2 -URINAL SCREEN ! i --------, ....... of-,02800A,-PAPERTOWELDISPENSER"'" + ----1-0 102113.AI-TOILETPARTlTI0N ....... , --~ ~ 10 2800AJ-WASTE RECEPTACLE //~"" -----:-f--2240 00,E7-WALL MOUNT URINAL • /102800A6 , COUNTERMOUNTEDSOAPDlSPENSER ~//; ~ ~f--093013AJ-CERAMICTILE (ACCENTCOLOR).T'3 1-0 /-093013AI4-CERAMICTILEBULLNOSE • 1 I ~V , -! ......-f--I02BOO,CI-GRABBAR-----_-i;;===:; -........ W» (9\ ~ ~=1~==t=l ...". ----.---1 I---.~..'.. .on~.. .. : ~0o930 O13OA,A2S -_CU ENRDAERM ICCOTUILNET (EFRIE SLDIN KC OLOR) -T-Z~;:; t'r-I !, €l rh~ :' r,,~",L @V-10 2B 00,A2 -TOILET TT~S:SU:E~D:'S:PE:N:SE:R-===i~~~'U~V *-~_ ~ N , I' I T 1 ~ III 224000,E3-TOILET ,'0--"r1g.B-}-~ T LlL __l L__-__-==T-093013A4-CERAM ICTILECOVEBASE,T4."..+ I ' L'::iJ J .r--• DETAIL PREVIOUSLY ISSUED IN 100% SHELL AND CORE PACKAGE 11'-6 112" 3'-2' ----+1'-S • .,j.EQ,+EQ·TEO. +EQ," +1'-6·t 6'-1112" L ' l-T' 3'-1' S-I II2' 24 MEN'S 224/324 EAST ELEVATION lW -1'-0" 23 MEN'S 224/324 SOUTH ELEVATION 1{4--"-0" 22 ~.7~;,; 224/324 W ELEV, 4;i n-_--102113,Al-TOlETPARTITION .1----09 90 OOA7 -SATIN PAINT FINISH -PNT-3 ------+:+~~;r ~~rt~+ -1l~ ~--------: --+--+~+ ~~-j~--------~ 21 ~47~:,; 224/324 NORTH ELEVATION r----r-------,;.:r.. =..,.I. (~ lh j 0930 13,AJ-CERAMIC TILE (ACCENT COLOR)· T·3 ----t j V-l02800.Cl-GRABBAR ---1-/102113.Al-TOILET PARTITION C + 'I t #/i--_---:+ ____ ---:r--7"!V-l02800AS-SANITARYNAPKINDISPOSALUNIT ~ ----I ~ r I V~ 10 28 OOAB-COUNTER MOUNTED SOAP DISPENSER .----------1028 OOA 19 -MEDICINE CABINET ...--iFr""========;:I-----1028 OOAI -PAPER TOWEL DISPENSER ______ 102113,AI-TOILET PARTITION -:;;===~:::::~-----------J 1 __ -09 90 OOA7 -SATIN PAINT FINISH -PNT-3-__ I--___ : ,/_....,--1------08 83 OO.Gl -114' GLASS MIRROR FLUSH WITH TILE p--1028 OOAJ-WASTE RECEPTACLE ---t=:::::=-----------~II-:--:--t1 1 '--0930 13A14 -CERAMIC TILE BULL NOSE t '-_ . 5' +afl;i f--224000.E3 ·TOILET 1 ! t ~ -; .:;;-~_ I _ .. 1; ~ .I ~ 102800,A2-TOILETTISSUEDISPENSER -r--.. ~-----------' ~-,. r 1" I L. 7' '\-:--,! c!J 'I 'f , N -r tL i'8·f 1;?, UII I /1 \ \ t I -+ L---~~-4~-----L~~ t~1~~.+~------1~=EcIEat'~~EnQ~"~EEcEa't~'~~Ena'~~ ~ICrT'j#~l~~f=~j1~~~1~~~ ~-0930 1M2 -CERAMIC TILE (FIELD COLOR) -T-2 lit 1 ~ 2240 OO,AS-UNDER COUNTER SINK 1-t ~ 1 L ____'"" "F-IL ......lJL _. JL1-='::1--09 30 13M -CERAMIC TILE COVE BASE -T-4 --c:=-...t!:~=--_________= --..!....-=-_....J.-.-l , DETAIL PREVIOUSLY ISSUED IN 100% SHELL AND CORE PACKAGE 5·11I2'--,j<--3·-I' -,j<--3·-I'--.i'---S'-7112"--""~ 20 WOMEN'S 223/323 EAST ELEVATION 1/4" -"-0" 19 ~~~;N'S 223/323 SOUTH ELEVATION 18 ~~~;N'S 223/323 WEST ELEVATION 17 ~~~.;'N'S 223/323 NORTH ELEVATION ----fl.. ·. r..i · ·;@@........ ~ ,-• I • ----0930 13AJ -CERAMIC TILE (ACCENT COLOR) -T-3 : I : ........ ...1---1!J90 00.A7 • SATIN PAINT FINISH -PNT-3 --t:::;;~==j] ! L-: I-----+-,---r--::,.,..-r"'---:=..j~ : ,---l : -I ,.,.--1028oo,AJ-WASTERECEPTACLE ...... , f j -I -..l L ___ OBB300,GI-1I4'GLASSMIRRORFLUSHWITHTIL E ;. ....... /V 10 28 OOA 1 . PAPER TOWEL DISPENSER ---illr----JL t/t I--r" __ 10 2B OO,AS -COUNTER MOUNTED SOAP DISPENSER ,--;ft: V ~102800.Cl -GRABBAR ----___ 1!J3013AI4 -CERAMICTILEBULLNOSE 1;--' ill //I -------/" ,.,.--224000.E3-TOILET ~ rH--;:;---=--..-...-..:r'--~4 r~ .(~ ... t::=!===~V /. //102BOOAS -SANITARYNAPKINDISPOSALUNIT -"""~-=------+-l --.....___1-----" 09 30 13A2 -CERAMIC TILE (FIELD COLOR)· T·2 .. . "\!!II M * f---l-===""=ii"~r4 ""--.' 10 2B 00A2 -TOILET TISSUE DISPENSER ------1ff;--..,.......,~r~;;:'" l L..J. ____.... ... _-..:--:....Jf----0930 13.A4-CERAMICTILECOVE BASE-T-4 -!1t===-=-=-lli--=:....l.. .. ~.. .J_ .. ij r ~ r I j Jf?1'.~~: 1~~8'} 1 • DETAIL PREVIOUSLY ISSUED IN -.i'-~ .".. ------100% SHELL AND CORE PACKAGE 1 0 R,R, 203A NORTH ELEVATION 1f4" -1'-0' 12 R,A. 203A SOUTH ELEVATION R,A. 203A EAST ELEVATION 1/4" ~ ,'.Q" 11 A.R, 203A WEST ELEV, 1W -"-0" 15 ~~~~;'R 221/321 S ELEV. 14 ~~~';r;'R 221/321 W ELEV. 13 ~~~';.o?R 221/321 N ELEV. 9 1/4" -"-0" ~ 099000A7-SATINPAINTFINISH -PNT-3 -r--=:::t::::-------------------"'l 1M3 -CERAMIC TILE (ACCENT COLOR)-T-3 -08 B3 00,GI -1/4' GLASS MIRROR FLUSH WITH TILE f-+f --r-t-+-: :r:-+-.' 1'+ +-~1L __ :-}#--r-1-: 102113,Al-TOILET PARTITION j IV V-10 2B OOAS -COUNTER MOUNTED SOAP DISPENSER .!Ii' 7, .r· ~·"" .. .: .: " I .. ul 10 2113,Al -TOILET PARTITION ·t~ i +-. -,,//2800AS-SANITARY NAPKIN DISPOSAL UNIT =l~~;:=~~~:J+~~~~J=';r~'1=t~~~ 1028 00A1-PAPERTOWEL DISPENSER --=====~======~ 224000,E3-TOILET ~A! I!~ I 093013.AI4-CERAMICTILEBULLNOSE-'~"'''l~ ~ U f-'----:r::--:r: l 22 40 OOAB -UNDER COUNTER SINK ------j.!!= : r. \ "'---11-10 28 00A2 -TOILETTISSUE DISPENSER ~ -Ii -L " .l I b ~ ! : ~ J i t -m""" m ~ . ~ 102900A3-WASTI'RECEPTACLE -----+.;;:.. ...... --'=-j + t t ~ ffi 1 IiI IiI i yj --t 0930 13.A4 -CERAMIC TILE COVE BASE-T-4 ~~~~'I'-6·:~+~---+-tEIE:aQ~+kEao.l,+~~EiI EQ~,+ ~EECQt=,: t. ~~: =t3'Qt==::'::;I~'-' 7t~ -+---5'-1112·--L+ '-3'-1' 3'-1·--+---6·-2112" ---->1'-• DETAIL PREVIOUSLY ISSUED IN 10011 SHELL AND CORE PACKAGE 09 9OooA7 -SATIN PAINT ANISH· PNT-3 ----....... 10 2113,A' -TOILET PARTITION ~ + r . I--r ~ t t .. , --+ '-t lUL ___ ~L-______ ~+ ____I ________________~ t-+tt-~ . ~. 7, r----------,;.~...~ ..... 5 L ! : . "".... 8 ~ 09 30 13A14 -CERAMIC TILE BULL NOSE ~ /'""" 09 30 13A2 . CERAMIC TILE (FIELD COLOR) ~~ __ 1028 OQ,CI-GRAB 8AR f--------"'--/---:>.L---/"'7"-l~ 10 2B OO,AS -SANITARY NAPKIN DISPOSAL t -t-, ~-102800A2 -TOILETTISSUEDISPENSER !<--VLTW -224000.E3-TOILET Tru o ~~~;N'S 109 EAST ELEVATION f-7: \ WOMEN'S 109 SOUTH ELEVATION ~~) 1/4' -"-0" 6 WOMEN'S 109 WEST ELEVATION 5 WOMEN'S 109 NORTH ELEVATION Cj;i _ __ 09 30 13,AJ -CERAMIC TILE (ACCENT COLORI. T-3 Lj).' r---~_+------------~,-~-----, "'r"~"r~.(~~---------, -~~==-+---T-::-:;--'-::""'::=-------S;'=-~=====~ 102113 A2 -URINAL SCREEN ! ~ i OB8300,GI-1/4' GlASS MIRROR FLUSH WITH TILE -_ ;----_______ f--102113,Al-TOILET PARTITIOIN ......... 102113,A2-URINALSCREEN //~ !-~f--224000,ES-URINAL 1028 OO.AS -COUNTER MOUNTED SOAP DISPENSER ~ //I t--I' ' 0930 13.A14 -CERAMIC TILE BULL NOSE -'---~ I ~ 1.._____f--l02BOO,CI-GRABBAR -------t::...-...".."..-<-------:-==t=t1'1 +--:-i . Ior......-224000,E3-TOILET -: 1---1 T ~: ' ~r,~V-I02BOOA2-TOILETTISSUEDISPENSERliI-____ OOi-1? : ti ----j.-i . ~ I j n~ ~~8'J.-iT t ~ 0930 13,M -CERAMIC TILE COVE BASE -T-4 ).t-"'1'--·-·7 -+"--3'.-(I'-"';~-'--73 /-4+-E-a,-l""-E-a,-1f-E-a,"-"-"E-a-, i'---4,---L...i.--.-' -1I'_S,.....,·-t-• DETAIL PREVlousri ISSUED IN -~-S'·23/4· --+-2'-7' .......,f-l'-7' ---.I~-S'-11I2' ----~ 100% SHELL AND CORE PACKAGE ;@7.3. 1-----~=======~=f§-;;;1rr::099000A7-SATINPAINTFINISH-PNT.3---r----------,;f"'L=··:j":'i 10 21 13.Al-TO~ET PARTITION -----'------... ...... i 10 2B OO,A 1 -PAPER TOWEL DISPENSER ___ __ 09 30 13A14 -CERAMIC TILE BULL NOSE ------------. ~ -M -t-T 10 2B OOA3 -WASTE RECEPTACLE _ I----... =0 1~.1 .. I ,____ t llllllVIV • -...--j~---tlr-0930 13A2· CERAMIC TILE (FIELD COILlLO:R) ~-~T-:2= ~~~:~=r--l:.j .1~.~.;~ j 22 40 OOAS -UNDER COUNTER SINK --~--I • 8 ~47~;! 108 EAST ELEVATION MEN'S 108 WEST ELEVATION 1 MEN'S 108 NORTH ELEVATION 1/4' -1'-()" MEN'S 108 SOUTH ELEVATION 3 2 , ~. _ 1'-()" 1/4" -l '.Q" Arch itectu ra I Group PoCo 406 South Hyland Pat!< Dr. Surte C Glenwood Springs, CO 81601 Phone: (970) 945-4040 dpadoug@qwest.net z o--o~ o <t: (!) -oz -...J ~ CO Z o ~ ~ -C/) Z ~ o <t: <t: I (Vj W ~ I a.. Revisions Tenant Finish/I,T, Package 1 & 2 Projecl Number 200904 Date 08-27-10 Drawn By MSH Checked By Approved By Sheet Number A19.4 I CODE INFORMATION Existin; neE Adunistrati on Fad lity Tota l Exi5t~ng Floor A£@a: 28 , 616 ~= Existing Lcwer Level Gross Floor Area : 8, 989 ~f Exist.in:; Main Level Gross Floor Ar ea : 9,007 sf Exi~tin; Uypcr Level Grooo F~oo r Area : 10 , 620 ~ f ALLOWAB~E AREA INC~ZhSE W:THOUT F:RE SUPPRESSION -NORTH AD::TIO~ OF FIRE WALL Gross floor Area Allowable Floor Exist-ir.; Lower Level Gross Fleor Area : 8,989 st" Ar erl per Garfip.ld County Ore ina nee 2005.1 15000 Exis tir.g Main Level Groso floor Area: 9, 007 sf 15000 Existi~; Upper Level Gross Flcor Area : 10 , 620 sf 15000 TOTAL 28,616 s [ 45000 REVISED GROSS fLOOR A.:u:A OF EXISTING 3uumNG AND "NORTE ADDITION" Revised Lo\<\"er Level Gross Flocr Area : 1 1,846 sf Revised Main Level Gross Floor Are a : 11 , B39 s t Revised Uppe r Level G[OSS Floer Area : Revised TO~ d l E~isting Floor Ared: 12 , 979 s f 3E,664 sf > ACTU~L ARE~ GROSS ~REA OF SOUTH AuD [ TI ON OF FIRE WALL Lower Level Gross Floor Area; 5, 427 sf tl:ain lavEll Gross E'loor Ar:EI.o.: 5 , 161 Sf~ Upper Level Gcoss Floor Area ; 5 ,11 13 sf Total: 16,001 sf BCE Ph a • • 3A Admin Addition No:cth .."".-Occupancy: E Conslrur.:lion: I: -A S~RINKLE~ SYSTEM: NFPA 13 sprinkl~r systen throughout the bui: ding. Sprin:,,:"er: sys-:.em used fo r 1 ~r . substitution --Table 601 , Note d FRONTAGE IKCREASE : Perimeter of the entire building -244 feet. PerimeLer which fronts a public way 0= accessible opell space !>linlmum Iolldlh of public 'oIay or accessi ble open space"" 30 AllowabJe area incr;eased 4 1 .8!. for fror.t age i:-.c rease . Sec . 506 . 2 163 feet. oce MAX FLR AREA AL:'OWED :::oAT:O STATeS 3 effice TOTAL FOR ~:.oOR 2 Cffice TOTAL FOR r:.oOR 1 Cffice TOTAl FOR F:.oOR BUILDING TOTAL B ok D ok B ok Sec . 503, 504 , 506 and Tabls 503 2339 2359 2832 2832 285 '/2851 8048 53176 53176 53176 ~3l"!6 531"16 53116 159529 ':'t.e actual he:"ght of th:.s building is 40.0 feet. .:1 . 05 :J. 05 J . 05 O . O~ :.l. 05 :J. 05 :i . 05 ok ok ok ok ok ok ok ':'t.c maximum height of -:his b\.,;ilding is 85 . 0 feet . --Table 503 PROPERTY DESCRIPTJON: North Sice has ~ prope.rty lil".e. -Distance to property l i ne ---30 . 0 E~st Side has a property lir.e. -Dist~nce to property l ine -200 . 0 South Sioe has a f i ::e wall. (bu ilding sepacation wall -~ Sec. 705) wcot Side has bui l ding. -fo buil ding -64 . 0 ,asDumed prop erty line 32 . 0 Exterior wall rating based 01". distance to assumed pr operty l~ne. --Sec. 104 . 3 ana 102 . 1 FIRE SEPA.~TION DISTANCE F.X rERICR '~A :.L F"BF. RATINGS AND OPEN TNG PRO'TEC'I'TON Sec . 602, Tables 601 and 602, and Sec . 704 oce B NOR:"H BRG NON OPNG'S "'ALL BRG UP/PR 1-hr'0-hr'NL/NL EAST ERG NON CPNG% ~ALL BRG UF/PR l -~r ' O -h r ~NL/NL SOU:-H ERG NON OPNG% WA.:.L BRG UP /PR F.W . F.W. 'J'.~'-WEST BRG NON OPNG% WALL 3RG UP/PR l -hr*O-hrANL/NL ~he exterior wa:1s a r 8 required to be of NONCOMBUSTJBLE material . --Sec . 602.2 Projectionti from exterior wall:.; Dhall be of noncombu stible material. --Sec. "101 . 2.1 EX!T REQUIRf,MENTS: ["L NA..'-IE 3 Office :OOTAL FOR FLOOR 2 Office ':'OTAL FOR FLOOR 1 Office ':'OTAL FOR FLOOR £'QOTNOTES : NUMB MI~ ¥.IN PANIC CORRI DOR DOOR NOTES OCC !;X.l'l'S WIDTH HDWR M'l'ING ST,>.'ING 28 28 " 28 28 28 , 2 1 2 1 2 4 . 2 5.6 4 . 2 5.6 4 .2 4.2 NO No ti~ No No No NIA NIA NIA N/A NtA NIA N/R 2 NIR NIR N/R N/R N/R 2 . Two exits a r e requi r ed from this area since the common path of egress limits i n Section :013.3 HCE PHASE 3A ADMZN ADDITION SO~B Occupancy: B,A-3 Construction : I I-A SPRINKLJ::R SYS'l'EM: Allcwable ]4.re i! ir:c re a ~e Achl i! l Area Jncrell~e 6011 5993 4360 16384 2857 2E32 2359 8Q48 z • o 0 (10: LO-WER L-EVEL -PLAN -1/8' =1'-0" 7=-~Sf'~~\ 6~r I. ~~ ~<:Aft:l>It~ "It ~.I .j)i.:nk~ 7i ~.11 <. hp.i1.1l*~~~ M-J-Z, M 1-','1 I~:!> 3. fil'i. 'KtnU ~uf$ A to~ ( 4. ()'lr~ Ruull-lS ~.' A ~.J A-J. z. 6. 'F'.tL 7<rr.T~~ o o IME" .E~~I1'f OFF. CENTR.A,L...ElLE STOR. 1.."'-1 SERVEf\..E.1Se.ANSION 1.."'-1 SeRV~OOt.4 1.."'-1 CS ilUf-JlFF. 1.."'-1 ""Il..&lOM 1.."'-1 A 7,10) 1./2 0 ___~' ;;"~_~~_a~_E_V_E_L_PLA_N_O_ _ NFPA 13 sprinkler system thr oughout t h e b~i:ding Sp-ir;';-·er system used for 1 h r . substitution --Table 601 , Note d FaONrAGE I NCREASE: {po fiLl ~Mlll~::r,-Pe=i~eter of the e~ti r e building -523 fee~. Pc~i~etcr which f r ents ~ public w~y or accessiblc open Mini~un width of 9'.lblic \<o'ay or accessible open space '" Allowable area increased 59.51\ for frontage increase. space 32 442 f eet . A S·II Sec . 506 . 2 SOTE : Limit in Section 5C6.2 . 1 used. FL oce MAX F'LR AREA ALLONED ~TIO STATUS 1 . R~ ~IJJ 3 Office TOTA:' FeR FLOOR 2 Office TOTA:' FOR FLO:JR 1 Conference Rocm 1 Office TOTAL FOR FLOClR 8UILD:NG TOTAL B B A-3 B ok ok ok ok --Sec. 503, 504, 506 ana Table 503 5 413 5413 5161 5161 1/69 3fi58 542"1 16001 5981"1 59817 59817 59817 24724 59817 4070G 154811 0.09 0 . 09 0.08 0.08 0.0"1 0.06 0.13 0.1 ok ok ok ok ok ok ok ok Allowabl e area and height calculations are based on dif f e r ent uses being separated by =1 r e barriers . --Sec. 302 . 3.2 The act ual height of this build i ng is 40.0 :eet. 'I'he rnaxi:nur:I height of this building is 65 . 0 feet . --Table 503 PROPERTY DESCRI?-:-I ON: North Side has a ti r e wall. (building separation wall --Sec. 705) East Si de has a pr-aperty l ine. -Dis tance Lo !J!"opert y l ine"" 200.0 South Side ht!.s it p r-o perty 1 i :-.e. -Dist;;:nCf'! t o !=)!:opert:y line -500.0 We.<lt S i de has building. -1'0 b\.,;i1ding -64.0 ,assumed propert y li ne 32.0 Exterior wall rat ing baseci on distance -:'0 ass~med proper-ty line. --Sec. 70 4 . 3 and 7C2 . 1 F' r RF. SEPARATTON DTSTAXCE ~XTERIOR WALL ~IRE RATINGS AND OP!NING PROT~CT ION Sec. 602, T~b t e~ 601 <HIC 602, alld S@c. 70<1 NORTH BAS':' SOUTH W:;S'f oee D A-3 3RG NON OP:.lG% WA I .L HRG UP/PR r .w. F.W. F .W . F.W. LW. F .W. SRG NON OPNG% WAl.l , HRG UI-' /?R l-hr*O-tr* N L /~:' l-hr7C -hr*N L /~~ BRG NO~ CPNG% WA I,L HRG UP/toH l-hr *O-h=*NL/NL l-hr*O-h=*NL/NL BRG NON OPNG% WALL HHG UP/I-'R 1-hr" 0-hr"NL/NL l-hr"O-hr" NL/NL The exterior wa l ls are recruired to be of NONCOlo1BUSTI3LE lI1aterial. --Sec. 602.2 ~ Projp.ct. i on ... f r om exr.p.rior wiills shall h@. of noncombu .'i t.ihle miit.@.rial. --Sec . "104 . 2.1 O:CUPANCY 51!:PARATIONS --Sec . 302.3 . 2 and '1 able 302 .3.2 B :'0 A-3 ... l-:"O·.lr fire bar =ier Openi~9s in t~is fi~e b a rrier are required to be p r ote cted w i t ~ 3/4 hour fire assemb lies . --Table 715 . 3 No~e : Accessory assembly a~eas are co:. considered se9arate occupacc~es if the floor area is 750 sq . ft. or less. --Table 302 . 2. 1 EXI~ REQU l REM~N T S : f:.. NAME 3 Office TOTAL FOR FLCOR 2 OHice TOTAL FOR FLCOR 1 Conference Hoom I Uffice T07AL FOR FLOOR NUM8 MIN ~IN PANIC CORRIDOR DOOR NOTES oce EXITS WIDTH HDWR RArING SWING 53 53 51 51 118 36 154 2 2 2 2 2 1 2 8.0 10.6 7.7 10 . E 11 . 7 5 . 4 23 . 1 ti~ No No No :fes No Yes NIA None N/A N/A N/A ~/A Kon& Out Out 2 Out 2 Out :4 Out :. 12 ~/R Out :'2 P /-1 z o I.T-'Olt' F. 1.."'-1 N ET. ~YSTS 0_~;../:._=~_,!"R_L_E_V_E_L_P_LA_N_ _ • SHARe!.WJll(RM. 1.."'-1 C5.m11F. = c0'E:::!' 1 PURt;l:!...6PENT 1.."'-1 PU RC~. 1.."'-1 SHARIiJ2.W.KRM. 1.."'-1 I\OM I~SIST. 1.."'-1 TELECQML.{T PMN. 1.."'-1 EXl~N F 1.."'-1 ,. 1A. 1I'41DIew-a-200-r .... ~ CURTHli WI4loI ~ 'M on Ul ..,I"""CW.s-UIO'A' AU. 'l:~OJ_f_OI E'~!i-WAl.LI FI.OIlL"< • o EO.QEflCE 5P",,-,,!,OJ. S~OJ. 5P",,-,,!,OJ. AD~FF. ENG. Jtl>Ij/OCER ~ ll!!.J ll!!J l.!!!..J l!!!J l!!!.J ES~ES ED~es ~ ""'~ Di5fNICZ II'" If fO LO'~U.~.T At 5rAII o A--T~ ~ ~ il-~ ~~~I~~ IA. m'lB!CW.a.'OOI..,' ...... SlUD :rfWKoD WIITAIN YWLI F1.OOA ' ttnn r.'b1~¥A7 ---..:.L-C.:::::==-EXEC.~STOR . H .R~IST. HI.'lalJ!J....::t!!I'·7I/TOFIlU TSTUI SPARE, ~rf OFF. o G.Y SUff..SERV U!JJ li3 \ 9lH d. GM OF ~r-ops. MAN. OE...J;JJ;.C. OPS. l1!!J o ~F. l.!!!J ,,,,F\I\IBI£lICl()J'I[ R'llSETIC\ ~' ~ -f~t.~M R1-~..u.~ S~ ~~(. ( .Atv. "f~ ~~ ~~~ p~o~ 11ft. A.~ f",t.$. ~ ~M4tau~. -S~ 7/2. ~~li~ 4 ~i'" eM :?;o<....I. I ;lJJ.vfr PRIMARY EXITS lHR FIRE BARRIER AlL 1 HR WALlS TO GO TO BOTfOM OF DECK. 3HR FIRE WAlL IDITEND TO BOTfOM OF ROOF DECK ADDlTION ARPA WITHIN SCOPE OF WORK. OCCUPANCY GROUP B AREA ADDITION TO EXISTING BUILDING DESIGNATED: NORTH ADDITION OCCUPANCY GROUP A-3 NORTH Arch itectu ral Group P.C. 406 South Hyland Par1t Dr. Suite C Gle nwood Springs. CO 81601 Phone: (970) 945-4040 dpadoug@qwesl.nel ..--~Pl ri 07;;, 11 '~~ If r\'-70~ ./_ ·0 Po . N. ~B 2.'" Eto f-'\ • ~~ -~-'1~-~b c-~ ! 1V,s ~ .~. CD ARCY-' z 0-I--0 0 « (9 -z 0 -.....J => ..--CD a <0 Z ..--0 00 -0 I-"'0 «a:: 0~ I-0 C-f) U -Z >. f/)-~ ~N en 0 0 (1)00 C ~ .-0 N « C >. .... wroa. "ei « f/)?;Cf) e (!) C"I' ) f/) .c:: "'C 1ii ~ o en 0 t"; w .... --0 s U I ?; :c Cf) "~ « >.0'> c ..: ..: I -0'> (1) "-0", -0 a... IC"')(9 @Revisions 100% Shell and Core 04/30/2010 Project Number 2009.04 Date 04/30/20 10 Drawn B~ DRP Checked By A~ ~roved B~ Sheet Number AO.2 PANEL SCHEDULE -PP1" TYPE: PANELBOARD BUS SIZE: 400 PHASES: 3 NEUTRAl 8US: YES VOLTAGE: 120/208 MAIN BRKR: NONE WIRES: 4 GROUND BUS: YES ENCLOSURE: NOlA I MOUNTING: flUSH SC RAllNG: 10000 LOAD TYPE LOAD DESCRIPTION AMPS CKT# $I CKT# AMPS LCAO TYPE LOAD DESCRIPTION POl£S LOAD LOAD POLES MECH YEAR ROUND ------I A 2 ---I.AECH YEAR ROUND --------1272 420 ------MECH YEAR ROUND FAN COfL UNIT 1 20A 3 8 4 20A ~ECH YEAR ROUND FAN COil UNIT 2 ---3P 1272 420 3P ---MECH YfAR ROUND ----5 C 6 -MECH YEAR ROUND --------1272 420 ------MECH YEAR ROUND ------7 A 8 ---MECH YEAR ROUND ---------552 1272 ------MECH YEAR ROUND FAN COtL UNIT 3 20A 9 8 10 20A MECH YEAR ROUND FAN COil UNIT 4 ---3P 552 1272 3P ---MECH YEAR ROUND ----11 C 12 --MECH "I"E;.R ROUND -------552 1272 ------MECH YEAR ROUND ---13 A 14 20A tr.4ECH YEAR ROUND FAN COIL UNIT 5 -552 1176 MECH YEAR ROUND FAN COIL UNrT 6 20A 15 " 16 20A tr.4ISCEUANEOUS :~~NG PROJECTOR "\ ---3P 552 200 ( lP MECH Y£AR ROUND ---17 C 18 20A SPARE UNAllOCATED FUTURE ------552 1200 lP ---t.4ECH YEAR ROUND FAN COIL UNIT 8 20A " A 20 -. M<,n , ~ ---IP 1176 420 ------MECH YEAR ROUND --21 8 22 2'" MECH YEAR ROUND FAN COIL UNIT 7 ------1272 420 3P ---MECH YEAR ROUND fAN COIL UNIT 10 20A 23 C 24 ---MECH YEAR ROUND ------3P 1272 420 ------MECH YEAR ROUND ---25 A 26 --MECH YEAR ROUND --------1272 552 ------MECH HEAnNG UNIT BL-l 20A 27 8 28 2'" MECH YEAR ROUND FAN COIL UNIT 9 ---IP 600 552 3P ---MECH HEAnNG UNIT Bl-2 20A 29 C 30 ---MECH YEAR ROUND ------lP 600 552 ------MECH HEATING UNIT BL Ji 20A 31 A 32 -MECH YfAR ROUND ---IP 600 552 ------MECH HEATING UNIT CP 1 20A 33 8 i 34 20A MECH YEAR ROUND UNIT SF 1 ---IP 1127 ! 552 3P ---MECH HEATING UNfT CP-2 20A 35 C 1 ---IP 1127 3565 2 ------MECH YEAA ROUND ------MECH HEATING UNIT CP-3 20A 37 A 38 ---twlECH HfATING ---lP 1127 3840 ------MECH HEATING UNfT CP 11 20A 39 8 40 40A MECH HEATING UNIT CP 4 ---IP 1127 3840 3P ---MECH HEATING UNfT EWH 2 30A 41 C 42 --MECH HEATING ----2P 2000 3840 ------MECH HEAnNG ------2430 00 A 3484 40 ----Jr.4.ECH HEATING -----MECH HEAnNG UNIT EWH-4 30A 45 B 46 40A MECH HEATING UNIT CP-5 ---2P 2000 3840 3P ---MECH HEAnNG ---------2470 00 C 14388 40 ------MECH HEAnNG -----MECH COOliNG -UN-IT-SS 3 2IP0A 9496 0 A 3500 00 ------MECH HEAnNG ----MECH YEAR ROUND UNIT FC 40 20A 51 B 52 40A MECH HEATING UNIT CP-l0 ---IP 696 3000 3P ---RECEPTACLE ELEVATOR MACHINE ROOM 20A 53 C 54 --~ECH HEAnNG ------lP 180 3000 ------UGHTlNG ELEVATOR CAB UGHTS 20A 55 A 56 2'" Jr.4.ECH YEAR ROUND UNIT FC 40 ---lP 200 696 lP ---MOTOR ELEVATOR SUMP PUMP 20A 57 " 58 20A RECEPTACLE EXTERIOR AND STAIRWAY ---lP 600 720 IP ---MISCELlANEOUS ELEVATOR PIT 20A 59 C 60 20A I.<IISCELlANEOUS WATER HEATER AND EF-3 ---IP 300 500 IP ---UGHTlNG EXTERIOR SITE UGHTlNG 20A 61 A .2 20A I.<IOTOR UNIT CP-12 ---2P 1200 1127 IP ---UGHTlNG ----63 " 64 20A MISCELLANEOUS WINDOW SHADE MOTOR ------1200 1750 IP ---UGHTlNG EXTERIOR SIT£ UGHlING 20A 65 C 66 20A MISCELLANEOUS WINDOW SHADE MOTOR ---2P 1200 1750 IP ---UGHTlNG ------67 A 68 20A MISCELlANEOUS WINDOW SHADE MOTOR ------1200 1750 IP ---UGKTlNG LED HANDRAIL 20A 69 8 70 20A MISCEL.LANEOUS WINDOW SHADE MOTOR ---IP SOD 1750 lP ---UGHlING LED HANDRAIL 20A 71 C 72 20A MISCEllANEOUS DOC CONTROL PANEL ---IP SOO 500 lP ---UGHTlNG LEO HANDRAIL 20A 73 A 74 20A MISCELLANEOUS GLYCOL FEEOER ---IP SOD 500 lP ---UGKnNG LED HANDRAIL 20A 75 " 76 20A SPARE UNAllOCATED FUTlJRE ---IP SOO 200 lP ---UGHTlNG CANOPY UGHT 20A 77 C 78 20A SPARE UNALLOCATED FUTURE ---IP 200 200 IP ---UGHTlNG LED SfTE UGHTS 20A 79 A 80 20A SPARE UNAllOCATED FUTURE ---lP SOO 200 lP ---SPARE UNAlLOCATED FUTURE 20A 81 B 82 20A SPARE UNALLOCATED FUTURE ---IP 200 200 IP ---SPARE UNALLOCATED FUTURE 20A 83 C 84 20A SPARE UNALLOCATED FUTURE ---IP 200 200 IP ---LOADS BY TYPE: LOADS BY PHASE: LOAD CONNECTEO DEMAND DEMAND CONNECTED CONNECTED BAlANCE TYPE LOAD i:JA) FACTOR LOAD i:JA} PHASE LOAD i:JA} LOAD (AMPS) (PERCENT) ------UGHTlNG 7700.00 1.25 9625.00 A 32456.00 270.47 A-B: 95.2 KITCHEN 0.00 0.00 0.00 8 30914.00 257.62 8-C: 97.7 PROCESS 0.00 1.00 0.00 C 30201.00 251.68 C-A; 93,1 RECEPTACLES 900.00 1.00 900.00 MECH HEATING 46348.00 1.00 46348.00 TOTAL/Al/ERAGE 93571.00 259.92 95.3 MECH COOLING 960.00 1.00 960.00 MECH YEAR ROUND 24336.00 1.00 24336.00 NOTES: APPLIANCE 0.00 1.00 0.00 MISCELlANEOUS 9000.00 1.00 9000,00 1. THE LARGEST CONNECTED '-IOTOR LOAD IS INCLUOED IN MECHANiCAl. PROCESS, OR MOTOR LOADS. t.lOTOR 1727.00 1.00 2590.50 SPARE 2600.00 1.00 2600.00 LARGEST MOTOR 1 ABOI/E O.2~ 954.00 TOTAL 93571.00 95490.00 PANEL SCHEDULE -PP4 TYPE: PANELBOARD BUS SIZE: 400 PHASES: 3 NElITRAL BUS: YES VOLTAGE.: 120/208 MAIN 8RKR: NONE WIRES: 4 GROUND BUS: YES ENCLOSURE: NELlA1 ~OUNT1NG: FLUSH SC RAnNG: 10000 LOAD lYPE LOAD DESCRIPTION AMPS CKT, J1 CKTI AMPS LOAD lYPE lOAD DESCRIPTION POLES l.OAll LCAD POLES MOTOR --1 A 2 MOTOR ---------5760 7440 ------MOTOR UNIT CP-6 60A 3 B 4 BOA MOTOR UNIT CP B ---3P 5760 7440 3P ---~OTOR ------5 C • ---~OTOR ------5760 7440 ------~OTOR ----7 A 8 -MOTOR ---------5760 7440 ------MOTOR UNrT CP-7 60A 9 B 10 80A MOTOR UNrT CP-9 ---JP 5760 7440 3P ---MOTOR ---11 C 12 ---MOTOR ------5760 7440 ------SPARE UNALLOCATED FUTURE 20A 13 A 14 SPACE ----lP 1200 0 ------SPARE UNAllOCATED FUTURE 20A 15 B 16 ---SPACE ---lP 1200 0 ------SPARE UNALLOCATED FUTURE 20A 17 C 18 ---SPACE ------lP 1200 0 ------SPARE UNALLOCATED FUTURE 20A 19 A 20 -SPACE ----lP 1200 0 ------SPACE -----21 B 22 ---SPACE ---------0 0 ------SPACE ---23 C 24 ---SPACE ---------a 0 ------LOADS BY TYPE: LOADS BY PHASE: LOAD CONNECTED DElAAND DElAAND CONNECTED CONNECTED BALANCE TYPE LOAD i:JA) FACTOR LOAD i:JA) PHASE LOAD i:JA} LOAD (AMPS) (PERCENT) --UGHTlNG 0.00 1.25 0.00 A 28800.00 240.00 A B: 95.8 KITCHEN 0.00 0.00 0.00 " 27600.00 230.00 8-C: 100 PROCESS 0.00 1.00 0.00 C 27600.00 230.00 C-A: 95.8 RECEPTACLES 0.00 1.00 0.00 MECH HEATING 0.00 1.00 0 .00 TOTAL!AI/ERACE 84000.00 233.33 97.2 MECH COOUNG 0.00 1.00 0.00 f.lECH YEAR ROUND 0.00 1.00 0.00 NOTES: APPLIANCE 0.00 1.00 0.00 MISCRLANEOUS 0.00 1.00 0.00 1. THE LARGEST CONNECTED MOTOR LOAD IS INCLUDED IN t.4ECHANICAI.., PROCESS, OR MOTOR LOADS, MOTOR 79200,00 1.00 118800.00 SPARE 4800.00 1.00 4800.00 lARGEST MOTOR ' ABOI/E 0.25 5580.00 TOTAL 84000,00 69580.00 ALL PANELBOARDS TO BE MANUFACTURED BY SQUARE 0 WITH BOLTIN BREAKERS PROVIDE DOOR-IN-DOOR PANEL FRONTS ON ALL PANELS. PAD MOUNTED TRANSFORMER EXISTING I~<~ MECHANICAL EQUIPMENT SCHEDULE COMB: COMBINAnON MOTOR STARTER MAG: MAGNETIC MOTOR STARTER UNIT FUNCTION NO (NOTES) C1H' AII'< t;HILLtl'< cr b~TS C~~~ nti 2 SIMILAR (?3 "'VN' I I t . ~1 t.Lt.(; I 1'<1(; WA I t.I'< NR' NONE REQUIRED P/I: PLUG-IN UNIT CONT: CONTRACTOR MAN: MANUAL MOTOR STARTER LOAD VOLTS 120 140 T 20B 3 .5 HP 120 10 HF 20B 3 20 HF 20B 3 7.5HP 20B 3 103W 120 1.0HP 20B 3 103W 120 120 4.0KW 20B 3 HF 208 3 .75HP 208 3 1.0HP 208 3 FULL LOAD AMPS 5.0 64B 9.B 32.0 62.0 25.0 0.9 4.6 0.9 5.0 19.2 10.6 3.5 4.6 9.B W/U: SUPPLIED WITH UNIT: BRANCH CIRCUIT GRND BRKR SIZE" NU. ~I~f I ~I~f SIZE START 1/2" 2 12 12 20A W/U (2) 3" 4 3/0 1/0 BOOA W/U 1/2" 2 12 12 20A W/U 1/2" 3 B 10 40A W/U 1.25" 3 4 8 BOA W/U 3/4" 3 B 10 40A W/U 1/2" 2 12 12 20A W/U 1/2" 3 12 12 20A W/U 1/2" 2 12 12 20A W/U 1/2" 2 12 12 20A W/U 1/2" 2 10 10 30A W/U 1/2" 3 12 12 20A W/U 1/2" 3 12 12 20A w/U 1/2" 3 12 12 20A W/U 12 12 20A DISC FUSE $ $ P/I W/U P/I P/I W/U W/U W/U W/U 9 o 0 o NORMAL POWER 9 o UPS POWER WALL PLATE. 2 GANG FACEPLATE. STAINLESS STEEL DUPLEX OUTLET ORANGE ISOLATED GROUND DUPLEX OUTLET t!llill:. L-_______ DUPLEX OUTLET SPECIFICATION 1. EACH ISQA TED GROUND OUTLET aRCUIT IS TO HAVE A DEDICATED GROUND WIRE INSTALlED fROM THE UPS PANEL TO THE OUTLET. SHARED NEUTRALS ARE NOT ALLO\\£ll. GRADE DUPLEX OUTLET L-ISOlATED GROUND NOT CONNECTED TO RECEPTACLI FRAME. CONNECTION POINT FOR ISOlATED GROtmOS FROM OTHER 'G" RECEPTACLES ON THIS CIRCUIT. .5 HP 120 1/2" 2 W/U W/U ISOLATED GROUND RECEPTACLE WIRING 2 HF 208 3 7.5 1/2" 3 12 12 20A W/U w/U ~g tAN t;OIL UN IT .25HP 120 5.B 1/2" 3 <Sf> UNITS SF~~ 3 SIMILAR 1.0HP 208 3 4.6 1/2" 3 .5 HP 120 9.B 1/2" 2 120 8 .0 1/2" 2 208 19.4 1/2" 2 2500A MAIN BUSS, 120/208V, 65KAIC RATED CT SECTION "M' I~ T , 1, 1, 1 1 f> f> 600A 600A 0 400A 0 400A EXISTING EXISTING 600AMP 600AMP SWITCH SWITCH TO TO REMAIN REMAIN EXISTING ONE-LINE DIAGRAM NOT TO SCALE THE THREE EXISTING 400 AMP DISCONNECTS PREVIOUSLY FED THREE ELECTRIC BOILERS. THE THREE BOILERS HAVE BEEN REPLACED WITH GAS FIRED UNITS. REMOVE ALL EXISTING WIRING ATTACHED TO THE DISCONNECTS AND INSTALL NEW CONDUCTORS AND DISCONNECTS AS SHOWN. THE EXISTING JUNCTION BOX FEEDING THE EXISTING CfllLLER IS TO BE REMOVED AND PANEL PP4 IS TO BE INSTALLED USING THE EXI STING CONDUCTORS. CT & METER NEMA I 12 12 20A w/U $ 12 12 20A W/U W/U 12 12 20A W/U P/I 12 12 20A NR $ 10 10 30A NR G N 1, 1, 400A 400A FRNR FRNR 3"C 3 "C 3~350MCM 3~350MC 1 3GRD 1 1/0GRD ~ ) ~ ) UNIT CH-l UNIT CH-l TYPICAL QUAD OUTLET NOT TO SCALE EACH OFFICE AND EACH WORK STATION IS TO HAVE ONE STANDARD OUTLET AND ONE UPS OUT INSTALLED AS A FOURPLEX OUTLIET. UPS OUTLETS MAY HAVE UP TO 4 OUTLETS ON ONE CIRCUIT. GENERAL NOTES' 1. ALL 120 VOLT CIRCUITS ARE TO CONSIST OF A NEUTRAL, GROUND WIRE AND AN UNGROUNDED CONDUCTOR. THERE WILL BE NO SHARED NEUTRALS ON ANY 120 VOLT CIRCUITS. 2. ALL ELECTRICAL SERVICE EQUIPMENT WILL BE MANUFACTURED BY SQUARE D. ALL PANELBOARDS WILL HAVE DOOR IN DOOR UDS. VERIFY PANEL LOCATION AND INSTALLATION REQUIREMENTS PRIOR TO ORDERING PANELS. 3. MC OR AC CABLE WILL BE LIMITED TO A MAXIMUM OF S' LENGTHS AND WILL ONLY BE USED FOR EQUIPMENT CONNECTIONS. 4. ALL CONDUCTORS WILL BE COPPER. S. ALL CONDUIT WILL BE EMT ABOVE GROIUND AND SCHEDULE 80 PVC UNDER GROUND OR IN THE FLOOR. PROVIDE A PLAQUE ON THIS SERVICE STATING THAT THIS BUILDING IS SERVED BY MORE THAN ONE SERVICE SERVICE NUMBER ONE IS LOCATED ON THE GROUND LEVEL IN THE NORTH CENTRAL AREA BEHIND THE MECHANICAL ROOM NOT TO SCALE TRANSFORMER LOCATED AS SHOWN ON SECTION ,-----l ,-----------------------------------------------------J ESl : @: I 1 I 1 1000AMp MAIN SHUNT TRIP "" 1F· B. ~ II 1 1200AMP MAIN BUS 1 I I GROUND PER NEC REQUIREMENTS 1 )200A )300A ) 200A )300A )300A 200A )100A )SOA )200A I 1 C.B. C.B. C.B. C.B. C.B. C.B. C.B. 1 I 1 I 1 C.B. C.B. DISCONNECT IS FURNISHED WITH THE BATTERY CABINET ( 4)3"C-4#350MCM+GND 1 1 1 I L _____ J 3/4" EMT WITH INTERNALLY MOUNTED TVSS SHUNT 3"C-4#350MCM 2"C -4I/3/0 350M 50MCM 2"C-4#3/0 I TRIP +GND +GND D D +GND 1 3"C-4# CM 3"C-4#3 1 1 +GN +GN 1 I L -----------------------------r-------~ TWO 2"C TO ROOF -------4#3/0+GND r+--, ELEV ELEVATOR ~ PP1A 400A MLO 72CKT 120/20SV 3PH.4W LP1A 225A MLO 60CKT \ 120/20SV 3PH.4W ./200A PP1B 400A 1.1 LO SV W RU 72CKT 120/20 3PH,4 FEED TH 2"C 4#3/0 + GN D ~ 200A LPl B 400A 1.1 LO BV W RU 42CKT 120/20 3PH.4 FEED TH 2"C FUTURE SOLAR ARRAY 4#3/0 + GND ~ FUTURE FUTURE 40 KW UPS (2 #1/0)1 1/4"C (4 #14 STRANOED)3/4"C TAG EACH END OF STRANDED CONDUCTORS (2 #1/0)1 1/4"C (4 #14 STRANDED)3/4"C TAG EACH END OF STRANDED CONDUCTORS 114 BARE COPPER TO BUILDING STEEL 2"C-4I/3/0 #4 BARE COPPER ) ~ -TO BUILDING STEEL RGS COAX CABLE 175A -:;1;:' (TYPICAL FOR EACH TV LOCATION) .,----3' X 3' X 5/S" A-D PLYWOOD TELEPHONE TERMINAL MOUNTING BOARD. 60A 1 1/4 "C -4#4+G -<>"""...,--'----'-----, I F BATTERY CABINET 40-12 VOLT BATTERIES TOTAL VOLTAGE 480 VOLTS DC IN EACH CABINET BATTERY CABINET 40-12 VOLT BAffiRIES TOTAL VOLTAGE 480 VOLTS DC IN EACH CABINET PANEL IS LOCATED IN THE EXISTING SERVER ROOM 1 1/2"C TO EXISnNGt. -----r---'--i F'-O" PHONE BOARD ~==r--~2"C TO EXIS'-n-NG---Li{_J _ -' 1 1/2"C TO EXISnNGtoN--ILTB~~ TV COAX ENTRY LOCATION H6 COPPER CONDUCTOR TO WA TER MAIN FOR GROUND TELEPHONE/TV RISER DIAGRAM NO SCALE PP IC 225A MLO S4CKT 120/208V 3PH,4W LP 1C 225A MLO 42CKT 120/20SV 3PH,4W ONE-LINE DIAGRAM NOT TO SCALE UPS 200A MB 42 CKT 120/208V 3PH,4W FEED THRU 1 1/2"C 4112 + GND UPS2 125A MLO 16 CKT 120/208V 3PH,4W FEED THRU 1 1/2"C 4#2 + GNO SERVER ROOM DISP LOCATED ON THE 1 OOA MLO 2ND LEVEL IN THE 42 CKT NORTH WEST CORNER 120/208V UPS3 125A MLO 16 CKT 120/208V 3PH.4W 3PH,4W Architectural Group P.C. 406 South Hyland Park Dr. Suite C Glenwood Springs, CO 81601 Phone: (970) 9454040 dpadoug@QWest.net z r-oo o <l:: (!) -oz --.J ::::> rn z o ~ ren-z ~ o <l:: <f cry UJ C/) <l:: I Il.. Revisions 50% CONSTRUCTION 3/08/2010 75% CONSTRUCTION 4/05/2010 100% CORE & SHELL 413012010 TFITP 1+2 812712010 Project Numb"r 09132 Date Drawn By BCE Checked By Approved By Sheet Number E12-8 GENERAL , . Design Criteria: a. Code: 2003 IBC b. ASCE 7 Building Occupancy Category /I c. Design Roof Snow Load Pf=40 psf (with drift and/or sliding surcharges and slope reduction considerations per ASCE 7, Section 7) d. Floor Live Loads 50 psf office with 15psf partition, first floor corridors 100 pst, other corridors BOpsf e. Deck Live Loads 80 psf f. Seismic Design Category "C", Site Class "D", Basic Seismic Force Resisting System per ASCE 7 Table 12.2-1 is type A-l A-7, B-3 and C-l, le" .0, Ss'0.508, Sl'0.094, Sds'0.47, Sdl'0.15, R'5, Cs'0.09. Designed by equivalent lateral forr;e analysis. g. 3 Second Gust Wind Velocity 90 mph, Exposure B, GCpi'0.18 h. Allowable soil bearing 5,000 psf average based on improved sUbgrsde to be achieved with rammed aggregate piers i. Active soil pressure 50 pcf for rastrained condition; 40 pcf for free standing walls j. Passive soil pressure 350 pcf k. Coefficient of friction .45 2. Work shalf be performed in accordance with regulations of all agencies having jurisdiction, including, but not limited to: Federal, State, County, and OSHA standards. 3. Dimensional information provided is tor reference and check purposes only. The Contractor shall coordinate afl dimensions among these documents and with the Architectura', and verify all field conditions. Any discrepancies encountered that may affect the work shall be communicated to the Engineer at the eariiest prior to proceeding with any work that may be affected. 4. The Contractor is responsible for aI/bracing and shoring for verticallwind/seismic/soif retention loads, shoring and protection of adjacent property, temporary construction, and means that may be required to carry out the work safely and appropriately. Field observations by the Engineer shall not encompass these considerations. 5. Shop drawings shall be reviewed by the General Contractor prior to submittal to the Engineer and any deviations or requested substitutions from the construction documents must be clearly identified. Submit a minimum of five (6) printed copies for review and as required by the project specifications. Electronic files may be submitted additionally to facilitate review. Affow two weeks turnaround time from receipt of printed copies for the Engineers review of shop drawings. 6. Where discrepancies may be encountered in the construction documents, the more stringent requirement shall govern unless otherwise clarified by the Engineer. 7. The Contractor shall furnish and coordinate aJ! soils/materials testing and special inspections as required by the project specifications, including soil compaction, concrete compressive strength, structural steel bolting and welding, and masonry compressive strength. 8. Engineer's acceptance must be secured in advance for all structural substitutions. 9. These documents are intended to complement the Architectural documents and shall not be used independently thereof GEN ERAL NOTES FOUNDATIONS & CONCRETE 1. Foundations have been designed using the values stated under the "General-section opposite. Reference the Subsoils Study prepared by HP Geotech dated 6123/09 (Job No. 108 470A), obseNation of pits dated 12/7/09 and letters of discussion dated 3/5/10 and 3118/0. All construction and foundation systems design shall be in conformance with the requirements and discussions therein. 2. Improvement of subgrade shall be achieved by means of Rammed Aggregate Pier (R.A. P.) technology as required by the project specifications. R.A.P. design shall be performed by a Colorado licensed professional engineer through Geopier Foundation Company or alternative ONL Y WITH PRIOR APPROVAL of the Structural Engineer of Record. Rammed Aggregate piers shall be designed to resist the setvice loads indicated on the drawings and the system shall be engineered to provide an allowable bearing pressure of 5,000 pst, settlement not to exceed 112 inch, and differential settlement not to exceed 1/4 inch. Shop drawings to be submitted to the Structural Engineer of Record shall include design plans and calculations bearing the seal of a ProfeSSional Engineer regIstered in the State of Colorado and indicating proposed testmg to be performed with a minimum of three (3) tests to be performed upon mobilization to confirm the design. RAP in stallation schedule shall be coordinated with the Owner's Representative and may involve after hours and/or weekend work in order to minimize impact to the Owner's business operations. 3. Push piers at existing foundation locations shall be ECP 350 or equal with pn·or approval of the Engineer. Instaffer shall be certified by the manufacturer. Submit data on all installation components and pier driving eqUipment for review by Engineer. All piers shall be proof loaded as recommended by the manufacuturer. Pier installation schedule shall be coordinated with the Owner's Representative and may involve after hours and/or weekend work in order to minimize impact to the Owner's business operations. 4. Verify all existing conditions relative to the scope of this work at the start of construction or at the earliest feasible stage. The Engineer shall be notified of any discrepancies in existing conditions in a timely fashion in order that the design modifications may be made at minimum impact to the project. 5. Ali bottom of footing elevations shafJ be a minimum of 36" below grade or lacaf frost cover requirements if greater. Footing elevations referenced herein are for reference only; final elevations to be determined by field conditions and Geotechnical Engineer determinations. 6. Backfill shall be compacted to a minimum of 95% standard proctor density in structural or paved BreBS and 90% in landscaped areas. 7. Prior to placement of structural reinforcement, the footing subgrade shall be viewed by the Geotechnical Engineer to certify adequacy of subgrade and completion of RAP work for placement of concrete. 8. Contractor shall protect excavations and direct site drainage to avoid deterioration of substrates prior to concrete placement. 9. Concrete compressive strength (F'c) shall be 4,000 psi at 28 days. Special inspection shall be provided as indicated on the Special Inspections Schedule and as required by the Building Official. Aggregate shall conform to the requirements of ASTM C-33. Maximum fly ash content in cementitious material shall be 20%. Maximum slump at the truck discharge point shall be 6-. Air content shall be in accordance with local industry standard practice. 10. Non-Shrink grout shall be Rapid Set, Masterflow # 928, or equal meeting ASTM C-l107 with prior approval of the engineer. 11. Adhesive anchors shall be Hilli HY150, Simpson Set, Ramsel/Red Head Epcon A7, or Power Fast. These shall be of the depth indicated on the drawings and shall be installed in accordance with the manufacturer specifications. Special Inspection shall be provided where specifically required by the manufacturer ICC ES approval certification. 12. Expansion Anchors shall be Hilti Kwik Bolt II, Simpson Wedge-All, Ramsel/Red Head Truboff, or Power Stud. These shall be of the depth indicated and shall be installed in accordance wfth the manufacturer specifications. Special Inspection shall be provided where specifically noted on the drawings. 13. Reinforcing steel shall be high strength deformed bars in compliance with ASTM A-615. Reinforr;ing steel to be welded shall be ASTM A-706. Yield strength (Fy) shall be 60 ksi. Welded wire reinforcement shall conform to ASTM A-185 and shall be lapped a minimum of one fufl mesh at ends and sides and tied together. 14. Submit fabrication drawings for footing and wall reinforcement prior to fabrication. Steel shall be detailed and installed in accordance with the latest editions of ACI 318 and the ACI Detailing Manual. 15. Reinforr;ement steel installation must be viewed by the Special Inspector prior to footing concrete placement and prior to installation of inside wall fo rms. Alf bars and embedded dems must be secure prior to placement of concrete; placement of any items during the pour is not permitted. 16. Unless noted otherwise, clear dIstance to reinforcement for placement against ealth shall be 3" and clear distance to reinforcement for placement against forms shall be 2" for bars #6 and greater and 1-112" for bars #5 and smaller. 17. Splices in reinforcement shalt not be made unless otherwise detailed herein or previously approved on the fabrication drawings. Unless noted otherwise or prohibited, lap length of reinforcement steel shall be 32 db (bardiamelers). Continuous reinforcement in beams and walls shalf be spliced at midspan for top bars and over supports for bottom bars. 18. Provide a minimum of 2-#5 bars at all jambs, heads, and sills of openings as well as all top and bottom of waf/s, top of wall steps, top of grade beam stems, bottom of wall steps and bottom of grade beam steps. 19. Waft concrete must be allowed to cure for a minimum of 7 days prior to backfill unless high early additives or other measures, such as partial backfill to facilitate other portions of the work, are specifically approved by the Engineer in advance. 20. Expansion control joints shall be spaced at a maximum of 25' on walls and slabs. Cold joints or construction jOints shall be as detailed herein or otherwise pre-approved by the Engineer. Slabs on grade may be poured continuously and sawcut within 12 hours at minimum 15' inteNals 1/8" x 1" deep. 21. All exposed concrete edges shall have a minimum of 314" chamfer or 112" tooled round unless noted otherwise. 22. Reference Architectural drawings for non-structural concrefe. 23. Care should be exercised in backfill. Heavy equipment should not be used in proximity of retaining walls or stem walls. When backfilling stem walls that have soil on both sides, backfill should be brought up evenly to avoid loading the walls in retention. 24. Reference Architectural and Civil drawings for waterproofing and drainage provisions. AJJ walls are designed for backfill free from groundwater pressure and all footing subgrades shall be protected from excessive wetting -a reliable perimeter drain with adequate slope and suitable discharge must be installed per a Geotechnical Engineer's racommendations. STRUCTURAL STEEL 1. Structural shapes shall conform to ASTM A-36 except A992 for wide flanges, A-53 Grade B for pipe columns and A-SOD Grade B for tube steel. 2. Bolted connections shall be bearing type with A-325 bolls with threads not excluded from the shear plane unless otherwise noted. Bolts shall be snug-tightened by the turn-of-nut method and verified by periodic inspection by a special inspector as required by the Building Official. Whare friction-type (slip-critical) connections are required, mating surfaces shall free of coatings or inadequate material and bolts shall be properly tensioned as verified by special inspection as required by the Building Official. 3. Anchor rods shall be A-3D7 unless otherwise noted. Where adhesive anchors or expansion anchors are installed, special inspection shall be provided where specifically noted and/or as required by the manufacturer ICC ES ceriification report. 4. Structural Steel fabrication drawings shall be submitted in accordance with the latest edition of the AISC "Steel Construction Manual. n Shop drawings shall be reviewed by the General Contractor prior to submittal to the Engineer and any deviations or requested substitutions from the construction documents must be clearly identified. 5. Complete penetration fietd welds shall be volumetrically inspected by special inspection and other field welding shall be visually inspected by special inspection in accordance with AWS 01 .1. Reference the speciaf inspection requirements in these documents. 6. Welders shall have passed the American Welding Society (AWS) standard qualifications tests per AWS Dl.1. 7. Adequate bracing/shoring shall be installed to withstand construction/wind/seismic loads until field connections are complete, shear walls are in place, and the structure is secure. 8. Steel deck shall be as indicated on plan, 3 span minimum condition U.N.O. Suspended ceilings, light fixtures, ducts or other utilities shall not be supported by the steel roof deck MASONRY 1. Masonry block units shall conform to ASTM C-90, Grade N, Type I. 2. Masonry shall develop a minimum prism compressive strength of fm = 2000 psi at 28 days. 3. Mortar for reinforced masonry walls shall conform to ASTM C-270 Type M. 4. Grout for bond beams and vertically reinforr;ed cells shall be made with stone aggregate and shall develop a minimum compressive strength of 3,000 psi at 28 days. 5. Horizontal wall reinforCing shall be as noted in the drawings and no less than 24/fj continuous at 48" O.C. 6. Verlical wall reinforcement shall be as noted on the drawings but in no case less than #5 bars at 48" O.C. for 8" walls. Veriical bars shall extend the full height of the wall. Reinforcing bars shall conform to ASTM A-615, grade 60. Laps shall be a minimum of 60 bar diameters UN O. All cells containing shall be fully grouted. Care should be taken to prevent excessive mortar in the grout space. Provide cleanouts at each lift where grout pours exceed 5 feet. Grout pours may be a maximum of 18 feet high with individual lifts not exceeding 6 feel each and mechanically consolidated by means of a vibrator. Grout pours should be stopped 1-112" below the top of the masonry except that where bond beams occur this may be reduced to 1/2". 7. Bond beams shall be provided with a minimum of (2) #5's continuous at the parapet or top of wall, roof bearing elevations and floor bearing elevations. Bond beams should be lapped 48" where stepped. 8. Lintel and sill reinforr;ement for any opening exceeding 16" in width or height shall of (2) #5's projecting 24" beyond the edge of the opening and at wall ends and comers unless noted otherw;se. Jamb reinforceme nt for any opening exceeding 16" in width shall be (2)-#5 full height in adjacent cells, unless noted otherwise. 9. Vertical reinforcement at wall ends and comers shall consist of (2) #S's unless noted otherwise. 10. Vertical reinforcement below beam bearing points shalf consist of (2) #5's in three vertical cells minimum unless noted otherwise. 11. Submit reinforcing steel fabrication and installation drawings for approval prior to fabrication. 12. Provide vertical control joints where shown on the drawings. 13. See Specia/lnspections Program for special inspections requirements. 14. Masonry veneer shall be anchored to wall with corrugated sheet meatal anchors or wire anchors. Anchors shaf/be spaced a maximum of 32" horizontally and 18" veriically. Provide one anchor for every 3.5 square feet of veneer area minimum. Provide additional anchors at all openings larger than 16 inches. Space anchors around perimeter of opening at a maximum of 3 feet on center, Place anchors within 12 inches of openings, LEGEND STEEL WIDE FLANGE COLUMN STEEL PIPE COLUMN TUBE STEEL COLUMN COLUMN UP • COLUMN UP • CRIPPLE POST/STUB COLUMN BEAM FRAMING MEMBER ( ) NUMBER OF SHEAR STUDS < > SERVICE REACTION (k) ( ) TOP OF STEEL MEMBER ELEVA TION [ J TOP OF CONCRETE OR CMU WALL ~ SLAB/DECK STEP ~ TOP OF WALL STEP I>t BOTTOM OF GRADE BEAM STEP ~ OVERFRAME AREA ~~ UNDERFRAME AREA T.O.S. TOP OF SLAB ELEVATION T.O.F. TOP OF FOOTING ELEVA TlON TO.w. TOP OF WALL ELEVATION ~ U.N.O. UNLESS NOTED OTHERWISE C.J. CONTROL JOINT CLR. CLEAR ~ \) ABV. ABOVE (U) UP ~ (D) DOWN (T) THROUGH ~ (E) EXISTING (N) NEW V.I.F. VERIFY IN FIELD \) ADH. ADHESIVE SHEET INDEX S1.1 GENERAL NOTES, LEGEND & SHEET INDEX S1.2 SPECIAL INSPECTIONS PROGRAM S2.1 FOUNDA TJON PLAN S2.2 2nd FLOOR FRAMING PLAN S2.3 3rd FLOOR FRAMING PLAN S2.4 ROOF FRAMING PLAN S3.1 FOUNDATION DETAILS S3.2 FOUNDATION DETAILS S3.3 TYPICAL FOUNDA TlON DETAILS S4.1 STEEL FRAMING DETAILS S4.2 S4.3 S4.4 S4.5 S4.6 S4.7 S5.1 S5.2 S5.2A S5.3 S5.4 STEEL FRAMING DETAILS STEEL FRAMING DETAILS STEEL FRAMING DETAILS STEEL FRAMING DETAILS STEEL FRAMING DETAILS STEEL FRAMING DETAILS CONCRETE WALL PLANS MASONRY WALL ELEVA TlON MASONRY WALL ELEVA TlON APPROVED SUBlECf TO NOTED EXCEPTIONS 4INsncnONS GARFIELD COUNTY BUll.D G DEPARJ)AENT Date 1y.ct~tP BY~e=-~_ LDCOPY NO INSPECfION WITHO{Tf THESE PLANS ON SITE ""go of STEEL ROOF FRAME ELEVATIONS STEEL BRACED FRAME ELEVATIONS S5.5 CONCRETE WALL GRID 3.1 ELEVATION S5.6 ENTRY CANOPY DETAILS Architectural Group P.C. 406 South Hyland Pst1< Or. Suite C Glenwood Springs, CO 81601 Phone: (970) 94~040 dpadoug@Q'o\'est.net z 0-I---0 0 e::( (9 -Z 0 ---l ::::) -rfIl 0 <D Z -r-0 00 -0 I--"0 i:2 ro ~ 0 >-1--0 (9~ U o:::Z >-~ W-OO Z~ 2lN Ol wO cQ::) 0>0. . c~:: We::( w roa. We::( (1)~ (1) 0o:::('f1) 000 0.c1 "00 OW U.... .I-0 >-(1) ~ --1e::( >-0'> c:: OI -0'> Q) 01'--I a.. I ('f)(9 Revisions 5/10110 Add #1 (Cloud only) '0" 0 N c: => e (.!) 'iii ~ => U 2 E 0 ~ ..: a. 0 @6/03110 Add #1 (Cloud & Label) 6123110 RFI 3-8 (Cloud & Label) 6/29/10 RFI 11-23 (Cloud & Label Ea Project Number 09269 Date 6/29/10 Drawn By KJKlMCJ Checked By MCJ A~~roved By AG Sheet Number 81.1 REQUIRED SPECIAL INSPECTOR VERIFICA TlON AND INSPECTION OF MASONRY CONSTRUCTION ( BASED ON IBC 2003 TABLE 1704.5.1) VERIFICA TlON AND INSPECTION CONTINOUS PERIODIC 1, AT START OF MASONRY CONSTRUCTION, VERIFY: ~ A. Proportions of site prepared mortar B. Construction of morlar joints C. Location of reinforcement and connectors V D. Prestressing Technique N.A. E. Grade and size of prestressing tendons and anchorages. N.A. 2, DURING CONSTRUCTION, VERIFY: A. Size and Location of structural elements. '(; B. Type, size and location of anchors, including anchorage details to structural members C. Size, grade and type of reinforcement V D. Welding of Reinforcement V E Protection of masonry below 40" weather V F. Application and measurement of prestressing N.A. force. 3, PRIOR TO GROUTING, VERIFY: A. Cfeanfiness of grout space 'j B. Placement of reinforcement, connectors, prestressing tendons, anchorages C. Proportions of site prepared grout for bonded V tendons D. Construction of mortar joints V 4. GROUT PLACEMENT V 5. PREPARATION OF SPECIMENS AND PRISMS V 6. COMPLIANCE WITH INSPECTION PROVISIONS V OF CONSTRUCTION DOCUMENTS AND APPROVED SUBMITTALS COMMENTS INSPECTION PROGRAM REQUIREMENTS AND NOTES 1. A T THE START OF WORK, GENERAL CONTRACTOR SHALL ARRANGE A CONFERENCE INCLUDING THE GENERAL CONTRACTOR, SPECIAL INSPECTORS, STRUCTURAL ENGINEER, AND OWNER'S REPRESENT A TlVE FOR GENERAL ORIENTA TlON, TO REVIEW SCOPE OF WORK, AND ESTABLISH PROJECT PROCEDURES. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINA TlON AND SCHEDULING OF SPECIAL INSPECTORS AND TESTING AND SHALL PROVIDE SPECIAL INSPECTORS WITH COPIES OF APPLICABLE CONSTRUCTION DOCUMENTS AND APPROVED SHOP DRAWINGS. 3. INSPECTORS'REPORTS SHALL BE COPIED TO THE ENGINEER, INCLUDING FINAL REPORT FOR INSPECTOR'S AREA OF RESPONSIBILITY ADDRESSING RESOLUTION OF OUTSTANDING ITEMS 4. PERIODIC INSPECTION SHALL BE AT THE START OF WORK AND ONCE PER WEEK MINIMUM OR AS OTHERWISE DETERMINED BY THE SPECIAL INSPECTOR. VERIFICA TlON AND INSPECTION 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT. A ISOLATED PAD FOOTINGS B, CONTINUOUS FOOTINGS SUPPORTING WOOD FRAMING OR LIGHT FRAME WALLS C. CONTINUOUS FOOTINGS SUPPORTING GRADE BEAMS OR CRAWL SPACE WALL STEMS D. CONTINUOUS FOOTINGS SUPPORTING BASEMENT WALLS OR CONCRETE WALLS EXCEEDING 4' HEIGHT E. GRADE BEAMS AND CRAWL SPACE WALL STEMS F, BASEMENT WALLS OR CONCRETE WALLS EXCEEDING 4' HEIGHT G, SLABS·ON·GRADE H. STRUCTURAL SLABS 2. NOT USED, SEE STEEL. 3. ANCHOR BOLTS A INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED. B. ADHESIVE ANCHORS -WHERE INSPECTION IS REQUIRED BY MANUFACTURER APPROVALS C, EXPANSION ANCHORS · WHERE INSPECTION IS REQUIRED BY MANUFACTURER APPROVALS 4. VERIFING USE OF REQUIRED DESIGN MIX. MIX SUBMITTAL REQUIRED FOR EACH CLASS OF CONCRETE. 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICA TE SPECIMENS FOR STRENGTH TEST, PERFORM SLUMP AND AIR CONTENT TEST, AND DETERMINE THE TEMPERA TURE OF THE CONCRETE. (STRENGTH TEST IS AVERAGE OF 2 BREAKS AT 28 DAYS · 1 ADDITIONAL FOR BREAK A T 7 DA YS OPTIONAL), 5 STRENGTH TESTS MINIMUM PER CLASS OF CONCRETE EXCEEDING 50 CY OR PROJECT EXCEEDING 50 CY. 1 STRENGTH TEST MINIMUM PER POUR OR 150 CY OR 5,000 S.F. OF WALLS. 6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICA TlON TECHNIQUES. A ISOLATED PAD FOOTINGS B. CONTINUOUS FOOTINGS SUPPORTING WOOD FRAMING OR LIGHT FRAME WALLS C. CONTINUOUS FOOTINGS SUPPORTING GRADE BEAMS OR CRAWL SPACE WALL STEMS D. CONTINUOUS FOOTINGS SUPPORTING BASEMENT WALLS OR CONCRETE WALLS EXCEEDING 4' HEIGHT E. GRADE BEAMS AND CRAWL SPACE WALL STEMS F. BASEMENT WALLS OR CONCRETE WALLS EXCEEDING 4' HEIGHT G. SLABS·ON-GRADE H. STRUCTURAL SLABS 7, INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERA TURE AND TECHNIQUES. 8. INSPECTION OF PRESTRESSED CONCRETE: A APPLICA TlON OF PRESTRESSING FORCES. B. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC-FORCE·RESISTING SYSTEM. 9. ERECTION OF PRECAST CONCRETE MEMBERS. lOVERIFICA TlON OF IN·SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POSTTENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. REQUIRED SPECIAL INSPECTOR VERIFICA TlON AND INSPECTION OF CONCRETE CONSTRUCTION (BASED ON IBC 2003 TABLE 1704.4) G.C. SUBMIT TO S.E., INSPECTOR TO CONTINOUS PERIODIC VERIFY REFERENCE STANDARD AC1 318: 3.5, 7.1-7.7 V V V V V V N.A V V V V V AC1318: CH. 4, 5.2-5.4 V ASTM C 172, ASTM C 31, AC1 318: CH. 5.6, 5.8 AC1 318: 5.9, 5.10 V V V V V V N.A. V AC1318: 5,11-5.13 N.A AC1 318: 18.20, N.A. ACI: 31818. 18.4 N.A AC131 8: CH. 16 N.A AC1 318: 6,2 IBC REFERENCE COMMENTS 1903.5, 1907.1, 1907.7, 1914.4 PRIOR TO POUR OK PRIOR TO POUR OK PRIOR TO POUR OK PRIOR TO POUR OK PRIOR TO POUR OK PRIOR TO POUR OK 1912,5 PRIOR TO & DURING POUR 1904, 1905.2-1905.4, PRIOR TO POUR OK 1914.2, 1914.3 1905.6, 1914.10 1905.9, 1905.10, 1914,6, 19/4,7, 1914.8 1905. /1 , 1905.13, 1914,9 ---1906.2 VERIFICA TlON AND INSPECTION 1. MA TERIAL VERIFICATION OF HIGH-STRENGTH BOL TS, NUTS AND WASHERS: A IDENTIFICA TION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN APPROVED CONSTRUCTION DOCUMENTS. B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. 2. INSPECTION OF HIGH-STRENGTH BOL TlNG: A BEARING TYPE CONNECTIONS. B. SLlP·CRITICAL CONNECTIONS. 3. MATERIAL VERIFICA TlON OF STRUCTURAL STEEL: A MANUFACTURER'S CERTIFIED MILL TEST REPORTS, IDENTIFICA TlON OF MARKINGS 4. NOTUSED 5, INSPECTION OF WELDING : A STRUCTURAL STEEL: 1) COMPLETE AND PARTIAL PENETRA TlON GROOVE WELDS. 2) MUL TIPASS FILLET WELDS. 3) SINGLE·PASS FILLET WELDS> 5/16". 4) SINGLE-PASS FILLET WELDS" 5/16". 5) FLOOR DECK WELDS. B. REINFORCING STEEL: 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTMA 706. 2) REINFORCING STEEL·RES/STING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. 3) SHFAR RFINFORCEMENT. 4) OTHER REINFORCEMENT STEEL. 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS INCLUDING DETAILS SUCH AS BRACING AND STIFFENING, MEMBER LOCA TlONS, APPUCA TION OF JOINT DETAILS AT EACH CONNECTION VERIFICA TlON AND INSPECTION 1. FOR COMPACTED FILL MATERIAL SUPPORTING FOOTINGS, REPORT SA TlSFYING IBC SECTION 1803.5 2. PLACING AND COMPACTION OF STRUCTURAL FILL SUPPORTING FOOTINGS (TOTAL LIFT GREA TER THAN 12") 2. DENSITY AND MOISTURE TESTING OF COMPACTED FILL MATERIALS EXCEEDING TOTAL LIFT OF 12" 4. DRILLING OF RAMMED AGGREGA TE PIERS AND COMPACTION OF AGGREGATE 5. LOAD TESTING OF RAMMED AGGREGATE PIERS 6. INSTALLATION AND LOAD TESTING OF PUSH PIERS REQUIRED SPECIAL INSPECTOR VERIFICA TlON AND INSPECTION OF STEEL CONSTRUCTION ( BASED ON IBC 2003 TABLE 1704.3) G.C. SUBMIT TO S.E., INSPECTOR TO CONTINOUS PERIODIC VERIFY REFERENCE STANDARD APPLICABLE ASTM MATERIAL V SPECIFA TlONS; AISC 335, SECTION A3.4; AISC LRFD, SECTION A3.3 V V -ASCI LRFD SECTION M2.5 V V V V ASTM A 6 OR ASTM A 568 V AWS 01.1 V AWS 01.1 V AWS 01 .1 V AWS Dl. l V AWS 01 .3 AWS 01.4 V AC1318: 3.5.2 NIA AWS 01.4 AC1318: 3.5.2 NIA AWS 01.4 AC1318: 3.5.2 V AWS 01.4 AC1318: 3.5.2 V -ADDITIONAL REQUIRED SPECIAL INSPECTOR VERIFICA TlON AND INSPECTION G.C. SUBMIT TO S.E .. INSPECTOR TO CONTINOUS PERIODIC VERIFY REFERENCE STANDARD V -V -V -V -V -V -IBC REFERENCE COMMENTS --1704.3.3 1708.4 1704.3.1 T NOT REQUIRED FOR 1704.3.1 WORK PERFORMED 1704.3.1 IN AN APPROVED FABRICA TlON SHOP 1704.3.1 1 -1903.5.2 1903.5.2 1903.5.2 1903.5.2 1704.3.2 IBC REFERENCE COMMENTS 1803.5 1803.5 1803.5 -1808.2.22 -SPECIAL INSPECTION REQUIREMENTS Architectural Group P.C. 406 South Hyland Part Dr. SUite C Glenwood Spnngs, CO 81601 Phone: (970) 9454040 dpadoUQ@qwest net ........ ~ ~ Q"" "\-~7.o,;::< ~ '(9 cJl~ l'" \0 ~ ~ ~~~ .... ~ ·V ;'-"-./..... /' z 0-I--0 0 « (9 -z 0 -....J => ..-en 0 <0 Z ..-0 ex:> -0 I-"0 ~ ro L. 0 >-1-0 (9~ U O::Z >. -0> w-C/) 0 O)N 0) 0 z:2 N L. ex:> C a. wO (J.) ._ "0 (J)« C>,L. ~ wroQ. C) (J)« C/)~CI) c;; ~ 1":) 00::("1) C/) ..c "0 """ 00)0 .c "~ OW L.'-0 « U I ~ « >-CI) n. ....J« >.0) C 0 OI -0) (J.) 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J , .,iLk --10'-5' --.t I II II II II ;,. ~ "1'======== -::., , I I I I ., ~ DENOTES COLUMN POINT LOAD IN KIPS, SERVICE (TYP) /:;V";;\ " Y/\!!J II '::'I::"----':f-"';:' II II II DENOTES WALL LINE LOAD L---'N KIPS ,P ER FOOT, SERVICE (TYP) 1 kpf , I, I ~6'-6' I, I, I JOINTRE: ..: o ,..: n II II ---I TYP @RAMPSI-=---I RE: ARCH/CIVIL __ ~ _ _Lkp f-_ .., I I I----+-~ RE(;O~'MENDI~DCONTROL ~"-"IO/AIT LOCA TlONS (TYP) RE: 5/S3.3 -", -----.., ~ I ~-II ® ",I ( I 'I _-'--=-_I ___'-I, ~--.J ® .Q'J 0u. ; ""' .1'-1n'../'r---12'-4" /3'.10' ~ ,..: ..1'---1+-20'-0' (TYP OF 2) -~-.,r : ,4'-11 112' 1'-55/8' ""II I A!.''--------27'-0 .. --------,,>'--8'-0' _7I',(_2~~1~~_' -/-' c.L,.I<-"'"--~J<.-.I.+....J...-,4 ....J...~,~~_2_'-_8 _318_" 13'-1" -----Jf-j'-8'-~ ~:: ~ ,;;;" 24 '.0' ------7'/,,''--------25'-0' ------,'i'-~ ------25'-0' ------"r-l-5'-9" --;/'-----19'-3" ------7'/'----14'-6" ___ *_6'_ 11'_10---~-r i /'ii ~~~ ~i~I-----~'---~~~~:~fl~--------~----------~i-----1M~" Ii! -c;~ (0 CD M CG)G) cb@0 ~ 6irn @0 @) § 0 @~ ":' '" @@@t~ @• ;g "1 '" '" INDICA TES APPROXIMATE LOCA TlON OF 100 k SERVICE CAPACITY RAMMED AGGREGATE PIERS I ) (RAP) 1133 K SHORT TERM), SUBGRADE OF ALL FOOTINGS SHOWN TO BE IMPROVED BY RAP '--INSTALLATION FOR ALLOWABLE BEARING CAPACITY 5,000 psf WITH SETTLEMENT NOT TO EXCEED 1/2' AND DIFFERENTIAL OF 1/4' FOR LOADINGS SHOWN. LOCATIONS AND OUANTITY REPRESENT MINIMUM REOUIREMENTS OF THESE DOCUMENTS; FINAL CONFIGURA nON PENDING FOUNDATION PLAN LOADS SHOWN IN KIPS, SERVICE (APPROX) 0' 2' 4' 8' 16' E9 c::::JifR=S:=;f.1 ===~I N SCALE: '/8" = "-0" APPROVED ENGINEERED DE N TO BE SUBMITTED BY INSTALLA TlON CONTRACTOR. t: INDICATES 30k SERVICE C.t. ' ITY PUSH PIER, END BEARING INTO GRA VELS C.J. DENOTES RECOMMENDED 1 STOP CONSTRUCTION JOINT AT CONCRETE WALL W/HORIZONTAL REBAR CONTII S THROUGH JOINT Architectural Group P,C, .:l06 South Hylsnd Park Dr Suite C Glenwood Spnngs, CO a'601 Phone: (970) 945-4040 cpadoug@QWe6t,net , -I 'I ~.... "\ • 0 d"< s<;, '. -o,,~ 'rt'\O l ~ : FE -\ ~"I ~~~ i"-z o Io--o « (9 -oz -.....J :::l CO Z o ~ >-1-(9~ rw:t::Z Z~ wO 0000«« 0 1 r:t:: M Uw .>.-.CJf«J OI I a.. 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(MC8x8.5@24") , I, , I I I , , I I • I, I, I I, I , , " , 20 M ~~ , , I I ' I I 0@0 SS.2A 'I-___ I _ "~'v WALL , I ! ® SEE l11S4.5 ; Ii I! ! I ! 1 II Ii , , I! I " , I Ii! r. II I Iii " , III II I II II I Ii II Ii " , )J Il r ( i j ~ <7> DO DO W1 5x25 <7> W15x25 (5) DO <15> (0 I I I • I, I • ~ @) I , I , I • I, I, I, I • I I I • I , I I I, I . _._-00'-'-. ____ .. __ .. ______ -_ .. _._. _______ ._j , I ------~-------------+ . -----~-----------., DO <15> DO --DO NOTE: COLUMN DESIGNATIONS ARE THUS 0 AND ARE INDICA TED ON THE HIGHEST LEVEL WHERE THEY OCCUR. IF NO DESIGNA TlON, USE COLUMN TYPE A. SEE COLUMN SCHEDULE l1S4.1 , I, I N •• __ '. __ .N NN ~_.'N. ___ N. __ • __ ~ ___ •• _ • __ •• H_ II A II ''"" II V II II DO II /j ____ JIIL ___ (J--------A ~ 113'·4" ''"" T.O. SLAB V ~ 'V" <15> < 15> A ~ V DO '<"0 ~ DO ~ W1Sx2S , NOTE: T I FLOOR SLAB SHALL BE 5" TOTAL DEPTH (/=3' Fe = 3 ks; SLAB REINF <: . 0:0 WI S.S.Wl.4xWl .4 ON 2VL/20 "' ~ , COMPOSITE DECK WI 518" PUDDLE ", Ol I WELDS ON 3514 PA TTERN & 2 U ' LU ~ ,I WELDED SIDELAPS PER SPAN QQ 3I4" 1lJ x 4" HAS. COUNT THUS LJ 1 @I -1-N. '. ______ .t -------DO 0=== '00== <15> • "-!: , ~ I,, I, I, I, I, I W1 5x35 ADD'L (7)·1ffj X 17" SLAB REINF. DO DO --DO W16x25 (1 • ! ® ~ ~ 2nd LEVEL o /-4'·10" 4'-10" <15> ill ~ "~ DO II -II DO W15x2S (112'·S") ! o FRAMING 1//-/' , " \ @@.@--4t~-~ti, I • I @--:JIC--==-1L== PLAN BELOW o o· 2' 4' 8' IS' EB -=:f.Fl~~1 ;===:=~I N ~CAlE: 1/B" = 1'-0" Architectural Group P.C. 406 South Hyland Park Dr. SuiloC Glenwood Spnngs, CO 81601 Phone: (970) 946-4040 dpadoug@qwesl.net ......... 7 " ~ ~"<l\. 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'. : ---J----------= ~ ---------__ II ,--~;EE S5.6 FOR CANOPY l&'1/ix57 (22) W16x40 W16x40 W16x57 (22) "''--SEE S5.2 FOR CMU WALL W16x31 . ---~-----------]---------(~) H;_ _. _~:;-:_~~~~;;.:-_~====-_""l;~·~.;;:;;:~~~. ................. Ifl .=r~~})~r::-U~~~~~~~~~~!~~~~~~y W16x26 (6) I W16x26 (4)". ........ W16x31 (8) , I I I, I, I I , I I, I, I, i, I I I I i I I I I I I !, i I I 00 cD : f Ii I! I! " I I! II i,. ! ,, II i I II !!! ! II, i [ I) II II i I II II II II I i II '! i I! I' j j jJ Il r'"//' 'J I I .' j ! L3X3X114 BRACES PER 61S4.4 <13> <g> /1--,1'1-11'·9 114" II II II (2)·HSS 16x8x3/8 CANTILEVERED END OF W24x68 BE COPED TO PLANE WI W16 NOTE: COLUMN DESIGNA TlONS ARE THUS 0 AND ARE 'NDICA TED ON THE H'GHEST LEVEL WHERE THEY OCCUR 'F NO DESIGNA TlON, USE COLUMN TYPE A SEE COLUMN SCHEDULE l1S4.1 0) I I II II II <14>11 (2)·HSS 16x8x3/8 FLAT W16x31 $ 126'·8· II II II II II II II @) I <14> A ;l; V <14> <14> (126'·3) TYP THIS A "-_______ JIIL _____ _ ':; <14> ----W16x4s Tsjl,---~i4 ;-11 <12> <12> NOTE: II II W16x36 (8) II II II II II W16x36 II (2)·I-ISS 16x8x3/8 FLAT FLOOR SLAB SHALL BE 5" TOTAL DEPTH (1=37 Fe = 3 ksi SLAB RE'NF WI 6x6·Wl.4xWl.4 ON 2VLl20 COMPOSITE DECK WI 518" PUDDLE WELDS ON 3514 PA TTERN & 2 WELDED SfDELAPS PER SPAN 3I4"0x4"HAS. COUNT THUS Lj ~ <12> :;: <12> i 1 L.. ________________________ ~~~, ~ I ~ o . -...... -.-.-.. -.-.--.. ---... .. ........... -.----@.-~ --J-_ .. ------.-~-~----. <14> "<" 14> <12> i fl1 --1 <12> I I I I I I § 3rd W16x36 W16x45 W16x36 (8) -----41·-W16x36 (8) 16x8x3/8 FLA T LEVEL @..... _.. ............ --.-... @..... @DO ----... @_... 0) ... __ .. '-i-' .. .... -.. ----.... <14> ~~~~~ o DO (2)·HSS FLAT SEE 5/S4.5 FOR HSS BEAM TO COLUMN CONNECTION TYP. i @FRAMING PLAN -------@@BELOW 0' 2' 4' 8' 16' EB =ifR=t==;f.1 ===~I N SCALE : 1/8" 1'-0" Arch itectu ra I Group P.C. 406 South Hyland Park Dr. Suite C G enwood Springs, CO 81601 Phone: (970) 945-4(J40 d pado u9 @qwest.~1 ....... /"" -I -1 .. . ~~ \ • . ... ../JI..->o: o . 0o·. ~ to --p -\ 1/'); ~~ z t~~~!l; " z o-I-oo « <.9 -oz ....J ::::> III z o-I-~ >-1-C.9~ wrr:z z~ (w/)O« (/)« orr:C'0' OW .>..-.0J«0 OI :::ca.. Revisions /./5/10110 Add #1 (C loud only) ;-@6/03/1 0 Add #1 (Cloud & Label) 6/23/10 RFI 3·8 (Cloud & Label) 6/29/10 RFI 11 ·23 (Cloud & Label Ea Proiect Number 09269 Date 6/29110 Drawn B~ KJKlMCJ Checked B): MCJ A~~roved B): AG Sheet Number 52.3 r··. , ::-I ~['I , f!@J I I , , I, I I ; I M t; ! I l ! I' i . 0})0 0@0 I I o ® I ~ I! " Ii NOTE: COLUMN DESIGNA TlONS ARE THUS (6) AND ARE INDICATED ON THE HIGHEST LEVEL WHERE THEY OCCUR. IF NO DESIGNA TlON, USE COLUMN TYPE A. SEE COLUMN SCHEDULE 11S4. 1 NOTE: ROOF DECK SHALL BE 1.5B20 WI Sl8" PUDDLE WELDS ON 36/7 PATTERN & #10 TEK SCREWS AT 12" D.C. AT SIDELAPS ~--SPANDIR. UNO. ) I I , I I I I I I I I I o I I, I , I @ROOF o ; cb FRAMING PLAN ! @) , j --+. o --------@..... @) ................... @0' 2' 4' 8' 16' E9 c:::::=FFl=t==.f1 ~~I N SCALE: l/B" = 1'-0" Architectural Group P.C. 406 South Hyland Park Dr. Suite C Glenwood Spnngs. CO 81601 Phone: (970) 945-4040 dpadoug@Qwest.net -..... -( ~.~'\~ /j G'O" '~ '(~ 2 f9 4 -~i 0 -\ \ ~;/llf)~~, <5'S, N L & '" z o I-o-o« (!) -oz -.....J ::> ((} z o ~ >-1-(!)~ O:::Z w -z:2: wO cn« cn« 0-0:::('1') UW ~~ OI :r:a.. Revisions ./......-5/10/10 Add #1 (Cloud only) /' @6/03/10 Add #1 (Cloud & Label) 6/23/10 RFI 3-8 (Cloud & Label) 6/29/10 RFI 11·23 (Cloud & Label Ea Project Number 09269 Date 6/29/1 0 Drawn B~ KJKlMCJ Checked B~ MCJ A ~2roved B~ AG Sheet Number S2.4 6 1/4"" lc 6" 6" -}t-1'-0" 1 1, _~I-Edoe of stud framing Cont. reini from grade beam -----... See l1S4.1 & 3154.1 (3) sets of #3 ties spaced 3" See plan detail for configuration set of #3 ties @16" T.O.F. Per Plan $ •• • r-h_ Cont. wall and footing ........ -Jl--f:;I:-t---t--i. beyond •• • • . .. • '. • TYPICAL PILASTER EXT. WALL I ! I I, I ----j L.....::'" 1 9/S4" 1 1 SIM. 1 1 1 1 " -~ SCALE: 314"= 1'-{)" r--------~---------~ I ' I I 1 • 1 i 1 ~ -" 4" /-8" sleel base plale ~ 1 1 W/(5)-3I4 " dia. "VI' "" x 15-embed Anchor rods 1 1 I -~ --+@I 1 1 1 1 1 I I 1 r _____ J 8" /1/4" -1-~.rJ<-1 1, JL-+-4114" ----.1----L-------~ j (0 1 1 1 5 ---, ----1 1 1 1 I 1 1 1 1 1 1 , 1 I 1 1 I 1 1 1 I : I L ______ , ste~' base plate 0 WI(S)-3I4" die V x I S" embed Anc,h or rods 1L _____ _ ,-9/S4.1 SIM. 1 L-----------i ----------------, I I I (0 2'-0" concrete pilaster 3" 3" steel base plate 0 At sim. see I, pian & sched for pl. size • 5' Concrete grade beam ~ "-~ <i. --~--'::;-----+------------' "' . -~ ~ r --------1 1 1 1 (8)-#8 dowels from footing I __ ..J , ___ -____ #3 ties , 1 1 1 L __ L------IH1.1 -------------~ --------------PILASTER PLAN A T WALL SCALE: 3/4 "= /'-0 " i , I r--------~---------~ (8)-tre dowels from I 1 footing 1 1 1 1 1 1 I , 1 #3 ties ______ ..J i I <'-:-:""'-"-1---It-----. 'L---~:=J 1 I I 1 1 1 1 1 -----, 1 1 1 I I ___ ..1. L ___ _ I 10/S8.1 r------J I (8)-#8 dowels from L _____ , I...,....., I I (0 footing I 1 1 1 1 1 ----1 ,--1 1 1 I I 1 1 1 1 1 ____ -=~ #3 lies I I 1 1 L __ , ---4 1-----+--..;1.1 1L ___________ J' _______________ _ I I PILASTER PLAN A T CORNERS SCALE: 314"= /'-{)" #4@16"dowels wI4-embed& adhesive T.O.F. PerP/an $ • • .. " . • • #5 IS"dowe/s into ____ -slalb .. Embed into slab 24" min. _~ See 2IS3. 1 for footing and grade beam info • • ~ . • TYPICAL EXTERIOR DOOR T.O.F. Per Plan $ • • .~ ... ., AI • SCALE: 314"= 1 '-{)" • • .. • top of wall down at doors. ~~ See 2IS3. 1 for fooling and grade beam info • , , '4 • • TYPICAL INTERIOR DOOR T.O.F. Per Plan $ , A :, . SCALE: 314"= 1'-{)" ." . 1 • , • , • • • See 3IS3.1 for fooling and grade beam info INTERIOR DOOR AT CMU WALL SCALE: 314"= 1'-{)" 6114" 6" _____ -I::d\Ie of slud framing (2)-n5 Hofiz. @stem T. O. IN: Per Plan $ 6" eMU venee"r :1:::;: =~ solid grout and w, ~ Re: Arch (where occurs) &. 9: 7~!~tJ~I'-{)"~-ti ,., See 2IS3.1 for footing :;: ~ and grade beam info • T.O.F. Per Plan $ ---":Il..l~~.:r-L-...... -, ". • • '. c b' • . + FNDN A T EXTERIOR WALL SCALE: 314"= 1 '-0" ~=~~1~:~~~~~~~~~~~~~ ~~_~_ LL65xx65 xw51l31l61 Sfie" lwd ewlde l2d-1to2 ~:"'~H~j----L6x6x3l8 wi 314" X 6" Concrete slab on metal ___ ---deck reinf. per plan , , ? I~~~ixill Vert. wall Re;;n.;f;·;:~ ____ +~''-.:'"~ I '0 #5 EF. @• Harz. wall Reinf.: #5 E.F. @.~" ----Earth Side Flg Dowels: 2" tre@8" wl std. hks., II" embed & SO" projection " Re: Arch. for W.P. & insuf. reqmts Inside Frg. dowels #5@1 6 wlsld hks , 1/" -_ _ embed & 24" projeclion I"it--_fll~=¥l CMU veneer • ------;;u~;~;; (where occurs) 30# fell isolation joinl (sealed) -_ _ 12" Slab-an-grade & reinf. per plan , TOP transverse (short) reinf. Re: Schedule BOT transverse (short) reinf. Re: Schedule , , • , • , 1----2'-8" ----1------3'-8" -----~ 1-----------6·-4" ----------....j Re: Plan for TOW information. Terminate or lap verts wi STD hook --where occurs 112-fiber Isolation joint, sealed Slab-<Jn-grade & rein' per plan Typ. Grade (2)-#8 T&B & #5@16 -~. EWEFU.N.O. Foundation drain svsl!em Re: Geolechnical Re ,,,,,( INTERIOR RETAINING WALL • • . . SCALE: 314"= 1'-{)" ___ --bri·, ;kveneer per arch. ~ _v eMU veneer support (where occurs) Backfill grade (where -occurs) Slope away Roughen Surface _~ Footing Dowels each side ;;; Bottom transverse e ~ match vert. reint and spacing -~ embed inlo wall 42 bar dl . T.O.F. Per Plan Cont. Footing Long. Reinf. per schedule (short) reinf. per 1'-0" sched. 1----Re: Schedule ---j TYPICAL GRADE BEAM AND FOOTING 112-fiber (solation joint, sealed ----Sfab-on-grade & rein'. per plan T yp. Grade bm. reint. (2)-#6 T&B, 115@16 EWEF -= ::'ri1 UNO. SCALE: 314 "= 1 '-{)" 8" CMU wall wl (2) -#5 ra:~~-?-cont. harz. ar bottom course il ~tl-~_'-;;' -rm~--Terminate or lap all vert );:. bars wi STD hook (TYP all grade beams) • Roughen Surfece _~ _ _ ..:: ,. BOUom transverse (short) reinf. per scheel. Footing Dowels each side match vert. reinf and spacing -~ H\'-----Irl--1'-6" T.OF Per Plan $ Coni. Footing T&B Long. Remf. per schedule • • • Q:-' .... 0 0<0 f.,@l f--Eq. ---I---£q. ---I 1-----Re: Schedule ----J #3 ties @18 FOUNDA TION AT CMU SHEAR WALLS SCALE: 314"= 1'-{)" Architectural Group P.C. 406 SOUth Hyland Park Dr . SuiteC Glenwood Springs, CO 81601 Phone: (970) 945-4040 dpadoug@qwest.net ........ :"~:iD. ~ ~ \ l-: ~~~ ~ : '0''' " z r-o--o o oe:{ (.9 -oZ -.....J ::::> a:l Z -o ~ ~r(9~ O::::Z wZ~ wO Cf)oe:{ Cf)oe:{ Oo::::M' Uw ~C/) .....Joe:{ OI In.. Revisions ./.-/5/10/10 Add #1 (Cloud only) /-6/03/10 Add #1 (Cloud & Label) 6/23/10 RFI 3-8 (Cloud & Label) 6/29/10 RF1 11-23 (Cloud & Label Ea Project Number 09269 Date §L2!l110 Drawn B~ KJKlMCJ Checked By MCJ AEEroved By AG Sheet Number 83.1 GRAPHIC SCALE 20 0 10 20 40 80 ~~r1.-~_~"'~1 I 1 ____1 1 inch = 20 ft. CON ST. HC RAMP SEE ARCHITECTURAL ,ViEW 2.4, THIS SHEET .' , . ." <:,~~'~::;. • • • /\.' , . . \ .' . \ .. '. , \ . ' \ ... ~. . , \\ , " \\ r·~~,:. .. ,l'.. -....... -.... --..... ' ..~. .. --.-'.....c ·:: -...~. -·c~; ·;.:~"\\ I \~ WALL, SEE .. . ARCHITECTUR • 'of! • • • • -\ \ \ \ \ \ \ CON ST. NEW LIGHT POST BASE-REUSE LlGHTPOST -SEE ELECTRICAL PLANS \\ \\ ----\ CONST. HC LANDINGS AND I ARCHITECTUR VIEW 2.3, THIS \ \ \ \ \ \ \ \ \ \ \ \ \ \ _._-----_._-------.~ ..\---_ .. __ ... -. -",,,-'-\ CON ST. NEW LlGf1T /-..... POST 13t-LlGH~D~~~SS~E~EU l. E:GlRICI~L PLAN:j \ \ \ \ " \ 1 \ 71.4'Y1,"-"" NOTES: 1) STEP DESIGN BY ARCHITECT. 2) HANDRAIL AND COlUMNS NOT SHOWN, v0~0 ,..;:..G (( 'f--~~ WEST HC RAMP ISOMETRIC 2.2 NO SCALE 84.65 84.10 NOTES: 1) WALL OESIGN BY ARCHIIECT, SHOWN AS CUT AWAY FOR CLARITY. 2) HANDRAIL AND COLUMNS NOT SHOWN, EAST HC RAMP ISOMETRIC 2.3 NO SCALE EX. COlUMN 69.85 , • " • ~~~~z""'f/~' <£5+V Reo' INSTALL 2-4" SLEEVEslrx~~----+----_tL __ wi SWEEPS UP AT ... m~~111~ END FOR IRRIGAllON \ \ \ \ CON ST. STEPS AND HC RAMP -SEE VIEW 2.2, THIS SHEET (ANGLES INDICATE PORnONS OF WALKS AS RAMPS) "'. co. @INSTALL 4' ~~~;~=~?;jt~~~~~ FOR IRRIGA SHOWN) \3' SEE LANDSC:APii~G(.-. .~~-.... . ~ \ -----"....--~ I @\~~~ \ Io,.--'U@--1'---11 \---\ ... --\ , Iu..---t @SEE LANDSCAPING -, \---I -"t~\\-~~t STAIR WELL I RJO' TAPERING WALL "-FRClM 3' TO FLUSH SEE ARCHITECTURALS CONST, 6" PIPE tlVI..lJ'.I~LP ~ ·CO~JC. RLlIED (5~~~~ SEE ARCH . FOR '" CON ST. N: LIGHT BA~)E-REUSE SEE ECTRICj~L PLANS RE-STRI . PARKING LOT ) 6'" NORTH HC RAMP ISOMETRIC cU-?s NO SCALE GENERAL WATER NOTES: 1) APPROXIMATE LOCAllON OF ALL KNOWN UTILIllES (WATER, SEWER, GAS, PHONE, ELECTRIC, ETC.) ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL CONTACT ALL UllLlTY ()W>J~I><:: TO VERIFY BOTH LOCAllON AND DEPTH OF UllLlllES BEFORE ANY WORK BEGINS. SHALL BEAR THE RESPONSIBILITY FOR THE PROTECTION OF UTILITIES DURING ON. NO ADDIllONAL PAYMENT WILL BE MADE FOR UTILITIES LOCATED BUT NOT SHOWN IN u ... ",w,NGS. 2) WATER MAINS SHALL BE INSTALLED WITH A SIX-FOOT MINIMUM DEPTH COVER. IF GRADE ~~~~~~~~:=:~~~~~~!~;~EX~IS~TPR~OIVNID~EGD UTTHIELI TSIEIXS -FOOR OOTT HMEINRI MOUBMS TDREUPCTTHI OONFS , CTOHVEE RP RISO PMOASEINDT AWINAETDE,R MAIN MECHANICAL COUPLINGS AND CONCRETE REACllON BLOCKS (C.R.B.) ARE SHALL APPLY MEGALUGS AND REACTION BLOCKS AT ALL FITTINGS. DEPARTMENT OF HEALTH) REGULATIONS FOR WATER AND SEWER A MINIMUM 18" SEPARATION BETWEEN WATERLINES. ~g:~~~~~WI~~L\L BE RESPONSIBLE FOR RESTORING ANY DISTURBED AREAS IN ;;~ ~ CATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE TO ACCOUNT FOR ___ ;-ViI~1rcOr~DI:rlCi~JRsEMOVAL AND PATCH. CONTRACTOR SHALL ANllCIPATE MATCHING A' I AND BASE COURSE OR THE RECOMMENDED MINIMUMS, WHICHEVER SC!IRIFY'I,!\ND COMPACTION TO 95% SPD PER ASTM 0 -698. COMPACTION TESTING ASPHALT BE PG58-22 AND INSTALLED USING A LAYDOWN MACHINE WITH A ~uu,~"t. LIFT OF 3". N;J~~:'::'~~~ CONCRETE SURFACES THAT REQUIRE DEMOLITION AND REMOVAL SHALL BE ", "IN KIND", MATCHING CONCRETE THICKNESSES AND BASE COURSES OR THE MINIMUMS, WHICHEVER IS GREATER. DOWELING WITH MINIMUM #4 BARS ON 12" NOlES: 1) WALL DESIGN BY ARCHITECT. 2) HANDRAIL NOT SHOWN. LEGEND ---PROPERTY BOUNDARY -x--x--x-FENCE LINE :¢: LIGHT POST ill TELEPHONE PEDESTAL ~ ELECTRIC TRANSFORMER -v-SIGN ~ nREE OR BUSH 'U...> UTILITY POLE o PROPOSED MANHOLE @EXISTING MANHOLE OR MANHOLE IN OTHER PHASE ~ PROPOSED WATER VALVE ® COMMUNICATIONS VAULT IN OTHER PHASE SPACING NOT REQUI BE ANTICIPATED. SIDEWALK SURFACES SHALL BE RECONSTRUCTED BUT DOWELING 2.1 3A ADMIN EXPANSION -SITE PLAN 7) ALL WATER LINE APPURTENANCES TO BE SUPPLIED TO OWNER. 8) CON=\I,t-T()I> IS RESPONSIBLE TO VERIFY ALL QUANTITIES. l ' = 20' \ Architectural Group P.C. .oe BouUt. Jb1m4 Park Dr. SUIte C G1on1rOOCl SprIup, CO 811101 Pho .... : (1170) II&II~ dpado~ .--....... /"-11 ~t. ~)~ .O~. . .R.E.G../;. r1: ~.:.t;i L. &.;".. ~ <.ON -alr ~. ••• 6 ••• ~\ "'0' ... ;/?77~ .... ~ <"'J' ......... &' ~ONA\. \." /'" --z 0.... .. E....-.-. Q q <t; 0 ......, .Z..... 0 q .~....., ..........:.l OJ ;::J P=l 0 "d Z cO 0 ~ ...... 0 E--....-I ~ 0 ~ U E--U) >-, ~ ...... OllN r.n Z...... ~ OJ Oll il) ~ ~ ~ ..... q ~ >-. ~ <t; cOp.., r.n~(fJ <t; r.n ...c: "d I OOll C":) ~ ..... 0 u::q 0 ~ ~ U) >-,OJ ~ <t; ....-IOJ il) ::t o l'-....-I p... ::q~l.? Revisions 3A -95% SET '\ J--0 0 N :">" .0.. -" "... ;:l +' "Q) '."~ ..d "... -< -< Po. Q @Project Number 2008.09 Date 04L05L10 Drawn B;y: RB Checked B;y: AI!I!roved B;y: Sheet Number 3A2 I I See 1153. 1 ----Masonry v 9n9S(" ___ pe rarch Concwa per flreinf; J 1153.1 I , J ~ /, I • • • ~ , · ' . I @x I I Steel col, per ,,/plan I ~ ~ 5 •• 5/53.2 ., rio. Re: Arch , V I I III 20" dia. conc. I I , ~, V///::i y See 3154. 1 V ///I \.'///1 V--f "'~ ,. .." .. ",,"~ v////-1 .JL. /: I( '~-'--·-A "'-r",j.--7J /////I hooks E.E. , ". /". //-1 '" :1", //////'1 //' //' /-. /". //j/' \ /' ,/,/, //'/////I /, , /,//-' //,. /,. /////' ,/, ///,.///" ////////' /,/. , /' ,///',///////,/. ///,/,//' /' /' ,//' ,//, /' /',/,///'//,///////~ /////////.• , -.L _.L/_/. .. ,._ 4. _.L @12" dowefs I \ I w16" embed. & p, bottom and V pedesfaf reinf. · per 5/53.2 , . I I mid height '-Bottom r.inf. per sched. \ . w/std. hooks E. E. tIes, per sched. v v FNDN A T EXISTING WALL I I I • • I I I I I SUPPORT OF EXIST. FNDN SCALE: 314"= 1'-0" SCALE: 314"= 1'-0" (E) concrete wall and ~-foo ting PuSh Pier and foundation ~--bracket Re: Plan SUPPORT OF EXIST. FNDN 113'-4" T. O. Slab Concrete slab on metal deck reint. per plan Concrete waif per 11S3.1 Slab-on-grade & reinf. per plan , , « • , .A '" • • ., • • 12" • , , • 5/8" puddfe welds@12" (2)-#5 cant. @top of well Embed angfe, see 1153.1 Vert. reinf: v #5@16" ----t"'"-l Re: Arch. for w.P. & insul. -~ reqmts Horz. reinf: #5@16" Match vert reinf for ., dowels from footing. -_+---11" Extend into waf/3~'' #5@16" transverse (short) reinf. • • • -'" . 8" --l--lf--l • , , #4@16" dowels w14" embed & adhesive . . ~ Exterior slab ,. • • Cant. ffg. long -.l-+;=~==~'+'=~~~$:Io===*~~=~=+=",t,="f'=",.,::;;::±:;;=;~~"¥=;=:". reint. (8)-#5 Top "..fl ~ ----2'-8" ----I ,..--------------8'-6118" ---------------1 Foundation drain sr;:,;;--, Re: Geotechnical ~ INTERIOR RETAINING WALL SCALE: 314"= 1'-0" SCALE: 314"= 1'-0" " .' . . , • • Reinf wall per 3/53. 1 • < , '. . , A. , , t • • #4 bar at each #3 tie @I 7" Curtain wall, see arch ~"15" (2)-#5 cant. ,--r-lr--;-...,.--,..-;--~ steel base plate V WI(4)-3I4 " dia. x 16" embed Anchor rods T.O.F. Per Plan $ < • • ". • 1'-0"" • · . , '---7"'_ See 2153. 1 for fooling and grade beam info • , r-----J I (4)-#6 dowels __ " from footing I I I 6314" +-,f--,j<--,IT-5 112" 1'-0" .. '" steel base plate ~ WI(5)-3I4" dia. V x 16" embed I Anchor rods I L _____ -, I #3 ties I I I I I Ex[en'or Finish Grade Slope away 2-#3 Rebar ties @12"O.C. -+--~ (3 @anchor bolls) '-:"-"--1 • Steel column, base plate and anchorage per steel details steel base plate <2> $ T.O. W. Per Pfan 8" horizontal leg __ -9" min. embedded • I-'-t----:-+-.....ol''---t--r--24"0 Sonotube lonn UNO. into footing • '. < . • '. '" • • • • • • '. ~ . ..... . ... ., . ~<3 • • • " ", ""3 "',> ~~ :§~ £a .~~ <I .d o"'Q. 9/S4_ 1 Ii; ~ '.' . .' J & ~ FNDN A T EXTERIOR WALL --------------i-------r-~---------9~O/S3,1~~~~~~~~--~~--_______ ___ ~~ 6" SCALE: 314"= 1'-0" Window fr8ming member and connections by others PILASTERS A T CORNER SCALE: 314" = 1'-0" Fil8: F7 20" dia. conc. pi/aster, Re: 7153.1 for balance T.O. Pedestal Re: Plan -~ of information (6)-#6 Van and matching dowels into footing T.O.F. Per Plan $ • il .. " • ~ 1'-0" • • ~...".._ See 2153.1 for footing and grade beam info « , . FNDN A T EXTERIOR WALL Reinforce wall per 4/S5. cold joinl -_____ __ (2)-#5 cant. ----_ •• • • , « • • • • SCALE: 314"= 1'-0" • , . • • • .<: , ., ' FNDN A T ELEVA TOR SCALE: 314"= 1'-0" • (3)-#3 Ues at lop of pilaster spaced 3" &@16" o.C. (4)-314" x 30" threaded rods @--. -. -I-"Ilt #6 vert. each side @8" T. O. pilaster ± 18" below final grade -~_ Re: Plan #4 bar a116" o.c. -__ PILASTERS A T EXT. COL. (3)-#3 lies at lop of pi/aster spaced 3" -~ SCALE: 314" = 1'-0" FiJo. F7 o #4 bar at 16" -ii~:.Bl:~~=j~;;~;!~~r o -l'k+---ff~ :"r '" " '0-"'. , 114" --,(./'--1'-1" -,,r-l'-+ • 1'-6" --:-+ 1'-0" @~.-1----2'-6" rl---i-l RFI 114" PILASTERS AT FIREROOM SCALE: 314" = 1'-0" FiItJ:F7 • '" -•o •,. -' '" " '" " (6)-#5 Vert and matching dowels into footfng (4)-314" x 30" threaded rods #6 vert. @8" Footing reinf per schedule wi std. hooks EE Iyp. Footing dimensions per plan or schedule EXT. STL. POST PAD SCALE: 314" = 1'-0" Fi .. : F7 Steel column, base Isolation joint ~paeIat nd anc ho rage ) v per steel details (3)-#3 ties spaced 3" /anchors al • ----I I . ~ 0.<3 • ..... T.O.F. Pe ~ '" '~-'~ Plan , . , .... ,. 'r' :il • • • • " , :I+-.~ ... jT'.ol --, • , j4 • • " II' 4 " • '" " • , • , " " ~ • ~'" u u • • , • • • -'< • .~ • • • • • • • 5 . . • 4 • ~ • '" :'.§" • , • • • • •• &0 • 0:: • • • • " ;, (.,<3 • • .:~ ___: _J ~ /" • • " d • • • "• /' • "/I • • " '/Footing reinf. 1:.. V ) t per schedule wI std. hks. EE Footing dimensions per plan or schedule STEEL POST DEEP PAD <3> steel base pl. --_ (10)-#6 dowefs from footing See Footing Sched. • • . If' • • SCALE: 314" = 1'-0" Filt/' F8 @g .. • , o , !'" d , . • • • • • (3)-"e/s of#3 ties space 3" & 1 sel at Io-F4l.C-16". Sim 10 8/53.1 for lie config. , " • FOUNDA TlON A T CMU SHEAR WALLS SCALE: 314"= 1'-0" Architectural Group p.e, 406 South Hyland Par1( Dr. SUlteC Glenwood Spring!§, CO 81601 Phone: (970) 945-4040 dpadoug@qwes\.net -.... /~ , -I I~VGf~~i \ r , 1 A' \~;:;:~ ~~~ -\ .. ~J~;~ "-z o ~ o o « (9 -oz --1 :::> CO z o-~ >-~ (9~ ow:::z z~ wO cn« cn« 0 1 c:::C"'> OUJ >-CJ)« -1 OI I a.. Revisions /./5110/1 0 Add #1 (Cloud only) Jr @6103/10 Add #1 (Cloud & Label) 6123/10 RFI 3-8 (Cloud & Label) 6/29/10 RFI 11-23 (Cloud & Label Ea Project Number Q!12!29 Date 6129/10 Drawn By KJKlMCJ Checked By MCJ AQQroved B~ AG Sheet Number S3.2 optional cold joint ", . Floor per arch Lap slab rein!. 1'-0" Min. ., , , 0"· ", TYP, DEPRESSED SLAB SCALE: 1 112"= 1 '-0" ASI #1 (2)-#5x4'-0 dlagonalal corners r 2'-0" Add'i (2)-#5 above and befow ~--4.J. openings Add'i (2)-#5 E.S. of openings Edge of wall or -----1 opemng Use sid hooks where full 2'-0 for rebar embed is nol Bvaifable Sleeve or preattached polyethyfene covering to assure slippage 314" 0 x18" long smoolh dowels@12" O.C. .... , ... ," ':',. .;. _~. 0/.••• .• _ , ." . . " [j' ;2'~~~;:;~~:=~~=:::;;:::::::, ~ ~<") " • • " . . " '. :-y."~ ;'; .... I ' ~ ! .. /...... ."! ...... 4112" $awcutor pre.approved control joint former Filf w/joint sealant. , , •• ," '.' ." ~ ~. 4112" TYP. SLAB ON GRADE CONSTRUCTION JOINT SCALE: 1 112"= 1'.()" ,. " • • ... <0 I 1/2" CLR TYP Corner dwls, TYP ---------,' ....+ -" -----•-l ! · , !." · I • '-+_L • i" I Horiz waf! reint, TYP ...---11-i ~ I . , ,I' ,, .. i: Plan of single centered mat reinf cone walls Comer dwls @edge where noted on plan or details .,.",'-_. __ :........:-• .. # ~ ,.,-...,. .... ~,, • I Plan of single centered mat reinf. conc. walls wi comer bars@edge 1 1/2" dr. for #5 or smaller: 2' clr for #6 or smaller TYPICAL CONC. WALL REINF. A T OPENINGS TYP. CONTROL JOINT C j ' orner d wIs , TYP Wall Dowels each side malch veri. reinf and spacing -__ embed into wall 42 bar dia. 112" fiber Isolation join t, sealed -~-Slab-on-grade & rein!. per plan Lap/Terminate afl bars ___ ~ wi standard hool< T. O.F. Per Plan $ Transverse (short) Rein!. Re: Schedule --...-, (TYP) Cant. Footing Long. Reinf. per schedule (TYP) • • • • • •• • • • • • • • • • • • '*'----:118--1 '-0" • • • G' ,• • • ". • '. • '. • • • \-----Eq. -----+-----Eq. ----~ /------------Re: Schedule ---------~ EXTERIOR SHEAR WALL FTG NOTES: If tJJ(isiint) Chiner ped is of ~;mila( construction and In good condition. if may be u~ed, Soo an;h end/ol moch for lOcation 01 pad SCALE: 314"= 1 '-0" $lab (Blnf, -----wl"3i1!112·o.c. E.W. Wall Dowels each side match veri. reinf and spacing -~~ embed into wall 42 bar dia. 1/2" fiber Isolation joint, sealed --Slab-on-grade & reinf. per plan T D.F. Per Plan $ Ties Re: Schedule Cant. Footing Long. Reinf.. per schedule (TYP) • . .. • • • • • • HI~-...... Itt--1'-O" • • • • • .4 , , . " .. · , .. • , • • • " . 4 . . , • f--Eq. --\--1-----Re: Schedule --....., INTERIOR SHEAR WALL FTG (8)-#5 vert. Dowel ' to (E) wall per plan (E) wall New concrete pilaster SCALE: 314"= 1'·0· wal! \lerfica/reinforcing /"--:::--#3 ties conCff1le wall L 2'-0" --\---1 '----Basepl <:> Ovsr-eJ'c8VCI/e and ins/all Class 5 or 8 road bast! (Non fro!! suscep/able) ex./end;-.g 24-min -~~~~ _______ '~rom::9dga ofcOr1Cre/6 t)(Bde: CHILLER PAD DETAIL SCALE: 314" = 1'-0" FiJ8 F35 PILASTER REINFORCING SCALE: 314" = I'D" FlIfJ: FJ$ SCALE: 112"= 1'-0" Top of Wall ___ -----,,-Standard Hooks Step per plan ---T.O.w. per plan T.O.F. per plan Cont. top of waJ/reinf. , 2'-0" II II II " I I I I -----~------------~------~-----~---------r-: : : ~ I I I : :E i : I P I I I 19 r : : ] N : I I I I I I I I I I I I -----1r------------r-----------~-------~-: : I __ -+_.L : " I Batt of wall rein!. ----Cont, ftg. rein!. w/sld. hks at step Note: also see general notes for other 2-#5 dowel location requirements Fig cont. reinf. w/std. hks. ~_/r~_ Top of Wall reinf. , I I I I I I I I I I I SCALE: 1112"= I'.()" T.O.W. per plan t I Wall r---':~ field reinf. per plan -------. -----,.-.---------. ---------------r--------I , I I I I I I I I I i I ------------~------- ---I I I I I I ----+---------I I Min . 2'·0" ,; I I I ---------------.---I I I I ,I I I I I I ---------------~I --------I I I i Bottom of ~~--i---::::+ wall reinf. Boltom of wall rein!. wi __ .>,..--, T.O.F. po< IN) ccnc,,,,,,~,.' -.J-,) ff1111(orce per 1/53. Addl #5@16-CO/TlI!!rlios-_ _' 1'·7" II , .... ~::;~::: ___ /ffl) concrete we': __ -' ftH()lorce per 1153. -t I Std. Hk. at each end per plan Standard Hook --",~"===r----------I Cont. ftg . reinf. _ _ --~ wlstd. hks at step TYP WALL AND FOOTING STEP • SCALE: 314" = 1 '.()" F~: FJ5 (3)-#5 vert. --..... #5 ties@16" 4 • • 4 , • • , Harz, & veri. reinf. ,--_..0--per plan y. • • • END OF WALL REINFORCING L3X2Xl/4 frame wi 518" X 4~ studs @2' O,C. (TYP) FQ' F3 4 " NOT.E: Coord. dimensions wi Architectural Grating per plan "L" 16XI2 ~-====:;~~T===~r~~ii:~:=~t1: 16 9a. side • ~'---I_.::::,. (2) #5 ea. side ,~I~~~-i-t~L.....,J-~11~f--~~= c.J. w/waterstop '-t--"-"-:-J--;~ ...... .:-t--(3) #5 @bot #5 "U"I··4XI'·8Xl'-4 @16"O.C. '"" ".... I :l; t --~l IL, I , . II ,I' .• ! . ," f. I ~ ,. I , , ·1 • I I , • I I .... r I • I ,\-'·1 Plan of db I -----.-,-._----. " ", . • --_. . '.,:1.--_. __--: ----Ld Horiz wall reint, TYP mat reinf cone walls or dbl top & btm stem wall reinf bars Note: Vertical wall reinf not shown forclanty Note: Dowels are in line with the horiz reint, lateral offset is 0", TYf Reinf Lap & Hook Schedule SIZE Hd Hdx2 Ld #4 8" 1'·4" 1'-4" #5 10" 1··S" 1'-S" #5 1'·0" 2'-0" 2'-0" Ldx 2 2'-8· 3'-4· 4'-0" Note: Corner dowels shall match the size and spacing o! the harz wall reinl. Where CMU walls abut concrete, extend eMU horz bars into concrete Ldx2 TYP CORNER BAR DETAIL SCALE: 112" = 1'·0" File: see arch dra WI· ngs (2)-#5 bars ./~~ ,SBe civil drawings (top horizontal) B ackfilf over tooto be com p bplete & compacted rior to higher backfii:~ on heel side (2)-#5 bars 'TJ!;j (boaom hOriZonta/:~ Roughen surface ~ (3)-#5 cont.-~ .. , .. • " ,. . • .. ~ ~ • • " " i-" --...... , ~ .-~ ~ See architectural • for waterproofing . /"" • requirements Wall thickness 8" .l--"0" bars V (vertical reinf.) r--#5@16" (horizontal rein!.) 1 112" clr (TYP) • " I-' "B" dowels ." .' • . , ),J," '~" ~ ~ "'"" .S ~ ~ ~ <.J <.J , 5' "> . '" --:--~--Native, undisturbed bearing compacted badm and inspected material or Iff observed by Geotech 1-. ~ ">u -Eq. Eq. l.{ T Foundation drain sys tern re, geotechmcal report recommendations FOUNDA TlON WALL SCHEDULE Abbreviation Description Hr Max Retained Height 2ft 4ft 6ft AA Footing Width 2'-0" 3'-0" 4'-4~ Bars -B" Center L -dowels #5@16" #5@16" #5@8" I---_+_ 1'-0· min. Slope Invent @1%Min. Place footing on undisturbed native ...... _ grade or properly compacted & tested "'_ ..... ,backfill with enginee"s approval CC Projection of Dowels Bars "0" Center Verts 2'·0" 2'·0" 3'-6" #5@16 #5@16" #5@16 PILASTER REINFORCING SCALE: 314" = 1'-0' File. F3S SNOW GRATE SCALE: 314" = 1 '-0" F"'~ STD. SITE WALL 2 SCALE: 112" = 1'-0" S3.3 F~: Architectural Group P.C. 406 South Hyland Park Or. Suite C Glenwood Spnngs, CO 81601 Phone (970) 945-4040 dpadOUQ~wcst . net ......... "-~ ! v. ~"'> \c-"';:-~,""'~ -~ ~ r\ ~~ iO .• ~~ fOIiAL \:.,. II" /..... ,/z 0-I--0 0 « C) -z 0 -~ :::::> 'I""" CO 0 to Z 'I""" 0 CO -0 I--0 c? ro s... 0 >-I-0 <.9 -(/) 0 0:: Z >. ~ Ol W -(/) 0 ~ ~N 0> 0 Z N 0 Q)CO C 0. W => 00« C >.s... te!J W roa. 00« (/);:(/) ~~ 0o::M1 0(/) 0..c> -00 -~ .c "~ C,)W s...--0 ..: OI ;: ..: >-(/) 0.. -1« >.0) C 0 OI -0) Q) Or--. -In.. IMC) @Revisions 5110/10 Add #1 (Cloud only) 6103/10 Add #1 (Cloud & Label) 6/23/10 RFI 3-8 (Cloud & Label) 6129110 RF111·23 (Cloud & Label Ea Project Number 09269 Date 6/29/10 Drawn B~ KJKlMCJ Checked B~ MCJ AQQroved B~ AG Sheet Number S3.3 -:51;;;1;G6VT""S::\~---__ ...,L~--SU pi 518" x 6" • 1'-0" 5116 8" 5116" sll pi E.S. wi th (8)·7/8" bofts '-\_~t~-Stl pi 518" x 6" • 1 '.()" MOMENT SPLICE OF BEAMS " SCALE: 1"= 1'-0" . 1 Steel beam and an per 1/S4.4 gle ) ) , , • • HSS5x5 brace per 2/S5.1 126·3 d..<-r''--''---.,' TO. STL V 3/8" stifflknife plate (skewed)-----~ 3 FLOOR BRACE TO WF CONN. SCALE: 1"= 1 '.()" 318· knife plate welded to tube ---... HSS5x5 brace per 2/S5.1 J 114 PLAN OF BRACE INTERSECTION 318" knife plate welded to tube and embed pl. q;v • I r~-1 //4"113141 1 I @, I I • ~ ~ @, j 6314" ISCALE: 1"= 1 '.()" I 114" 3314" t-4~ @1 25'·10 ~ T. O. STL ~ 112" stl. pI. wl(4)·314". 6 314 ' e~ anCho(5 @HSS AND DECK SUPPORT EMBED PL SCALE: 1'= 1'.()" 3/8" knife plate welded to tube and embed pl.--... 126'-3" T.O. STL SII. pl. 112". 1'·0" x 1'·0" ~ ." ' . ad DECK SUPPORT EMBED PL SCALE: 1'= 1''()" Varies Re: Plan MC6.12 I I I I I I I I • •••• on 0 on 0 n ••••••••••••••••••••••••••• • • · · : ' , L5.3 112>114 , · " , , ·· ", , · , , '" , , , · , · ~" ............ , · c: :'::: , ) 1'00-· , , · "E :0 ~ :t , , :t · ~ · ')(" ~ 0 ,9-_ o :;, ,VJ ~ ·· ' , '" "", u LB" .2., -· '~~~ ~ · ' '" '" · /' " C"') · .ll ,..' " ~ · -.J · . ,/" -J · /' L5x3 112x114 ". ..... lv : ..................... -Gi ••••••• \.~ •••• ~ •• : \ I I I I I I I I \ .... ~ Re: plan V Steel roof beam I I I I -( I I I I ) ~ MC."R'~ over deck @eq ntinuos uipment , curb locations " ~ 3I16 V Typ. , r 3116 V Typ. I I I I ( I I I I ) II II Coord. opening 3" -lr=+-----r---+--@@, CO +--r----I.-Ol===@It) Column, per pfan-_____ 114 7" BasePlate~ wl(4).3I4" 'V x 16" embed anchor rods. At sim section, different bese pl. TS Brace. per frame elevation 3116 6 ~_~m --. dimensions wi e quipment 3116 V Typ. Attach deck to angles at perimeter of op ening as p er p Ian , but in no case les 5 3"---1+-1 than 5/8" 0 puddle welds at 12" D.c. 1114"--1 __ -3/8~ Knife plate Base Plate per plan 1 112" non-shn'nk grout T.O. W , per Pla'''n.)_.JW~~ti5i~~;'===-:-____T; ....~;,.,;.P...;./.;:;.C,;..;A=L...;:O; ..;.P...;:E::.;.N.:.;/.;,.,;N~G;....;:;;;;;...:R...;.O=O.:...F_+~~~pe'£:Pr I~an~ _ ." c~" . ....'<,,'," '" .' SCALE: 1"= 1'.()" .D.Cone. Three sides >--+-+--" , I I r-114 114 Plate to >-.,-~Vl column 5116 314" bar fu ll depth of column web and width of column flange --1 I or greater to allow I eld MomJnt frame column SS or F per plan NoteJ On HSS column, CP welds required 0efy at flanges located under stiffeners '--....A, v Stiffeners 10 match column flanges both sides (2) 5/8" bolts for erection only Moment frame beam per plan '----'-,.c-'---< TYP MOMENT CONN. BEAM TO COL. SU pi 112" .6" x 1'-0" weld to top flanges of beams w/8" of 5/16" weld SCALE: 1' = 1'·0" ...--__ c ope W6x12 es req'd at pl. ==~~~~~;> ~_-Sliff pI's E.S. per 13/S4.1 WI6x36 w/w6.12 ,/piggyback, per ---'c:'::---plan 5116' Shear tab welded to beam wi _-1_ + ---114" weld and bolls at beam per 4/S4.1 F===\i~~'~!!!!!!~"~_WI6 beam Stl pi 112" • 6" • 1 '.()" bent as req'd 5116 112" SII pi 8" total of 5116" .... ," '" W16x36 , } , .; ~"PLAN _____ ~-3I4" bar per 131S4.1 Moment column. per -------plan ~--VVI6 beam min of 5/16· weld _-.~!,"pl E.S. ........ -'e;OiIJmn, below MOMENT CONN, 3 BEAMS TO COL. SCALE: 1"= 1'·0" • WP.-----.. ' d <1' • • • 1 • • 314 threaded rods ~~;-----with double nuts 1rr thick steel plate /-(mBICh olher base pial /' dimensions) 'iF!ijr======;ijW BRACING TO FOUNDA TfON CONN. 114 WP Shear clip for prep, framing where occurs not shown ! SCALE: 1'= 1''()" 3116 4 114 TS Per plan ....--, 318" Knife plate, (Typ.) Beam to column ---per 51S4. 1 WF PerplBn Column, ~--~ per plan BRACING TO COLUMN CONN, 114 114 \ SCALE: 1"= 1'.()" WP WFPerplan 5116" Web stiffener ea, side 318" knife plale TS4x4x114 brace BRACING TO BEAM CONN, SCALE: 1"= 1''()" I ( ( ( ( e '\ '" '" '" '" v V'" 'V' V V V'" 'V' V BOLT CONN. SCHEDULE WF" No. of 718" MaxRxn Max Rxn A325N Double Single COLUMN SCHEDULE bolts Angles Plate < SIZE W8 2 361< 10k WIO 2 361< 10k A) HSS10X10X3/8 W12 3 65k 20k < B) HSS8X8X318 W14 4 72k 30k C) HSS6X6X5/16 W16 4 72k 30k < W18 5 90k 44k D 6" EXTRA STRONG PIPE W21 6 110k 60k \ E Wl0X49 W24 7 1261< 68k F HSS7X7X3/8 L \ G HSS6X4X5I16 -Obi engle L4x3 112.318 v Typ. < H) W6X20 wilh bolls per sched ~ ./\. ~ 114 V 1114" '"" ~ ® ~ -<: ;> Beam per plan I ::: ® :> COLUMN SCHEDULE 1 ~ ' , 3" ~ , ~~ SCALE: 1"= 1·.()" ~4.1 (TYP) f -l-I \ < EQ. 318 shear pl. COLUMN BASE PLA TE SCHEDULE 1 112" Min. " wlbolts per sched. \ PLATE SIZE COL SIZE DETAIL I@O@I~ TS column per plan -------511 /0 1 '-4 "x l '-4"x 1 1/4" lOX 10 3/S4.1 < 0 @~ --.l -'--, BEAM TO COLUMN CONNECTION 5 < 0 SCALE: 1"= 1'-0" ~4.!/" <y <!;> ----/'--A... -/<6) v 0 /eofumn per plan 0 0 3" V <? 3116 V 1114"-r-/<~ 1m 2). '0' \ 31: bearing pl . (;3) ": > cBoenatmin upoeurs p lan 0 wi (4) 314 bolts through joint ~ ( ~~ ~ 5116" web sliffener both sides of web -.-.A. COLUMN BEARING ON BEAM 6 I 1/4" Beam per plan 3" .--Hoi»· (TYP) 4" SCALE: 1"= 1'-0" S4,1 rt--,----,--< Typ. Provide 114" cap pI @lop of column where occurs Column per plan -'('--'----,.1 '---'--1'-1 1/2"xl'-4"xl1/4" lOX 10 8/S3.1 ~1·.0"--I 1'-1 1/2"xl'-1 1/2"xl 114" lOX 10 4/S3.2 l'-4"xl'-8"xl 1/4" lOX 10 9/S3.1 0 0'-11 1/2''xl'-0"x314'' 6x6 8/S3.1 SIM. 1'·O"x1'·2"x1" Wl0 5IS3.2 @@I 1'-1 1/2"xl'-5 112"xl1/4" lOX 10 9/S3.1 0 ."0. 1'-1 1/2"xl'-8"xl 114" lOX 10 9/S4.1 ~ l'-1112"xl'-5112"xl114" 1OX10 4/S3.2 ~ @@l'-0"xl'-3 112"xl 114" lOX 10 8/S3.2 1--1"0"--1 1 '-0 "xO '-7"x3/4 " 6X6 8/S4.5 0 .cr.-8 ",a.! ~'y 1' ''''--F;~ -" /t--.../......... y 'J' --v--v--1 '-2"x1 '-4'x3/4" lOx 10 9/S3.3 l'-O"xl '-0''x3/4" 6" dia. @D@J "-0'-1 O''xO'-7"xl 12" 6x4 @(9) ----1 1--10"--1 0 ----2A '-BASE PLA TE SCHEDULE SCALE: 1114" Edge distance, Typ.--l r:@:-------:@::1 1"= 1'-fY ~4,1 3" 1 114" Edge distance TYP >--.-,...---B.. D @@Column per plan 1" Base PL wI (4) 314 anehors in 12· min embed V.N.O. \ Leveling Nuts T.O. Conc PerPfan TOP OF COLUMN TO BEAM CONN. TS COLUMN ON FOUNDA TION 8eam per plan continuous through joint 11/4"1 r-3"-1--1 SCALE: 1"= 1 '.()" 5/16" web sliffener both sides of web r---.~--( Three sides 114 3/4" be8ring pi wI (4) 314 bolts or studs for clearance Column per plan COLUMN BEARING ON BEAM SCALE: 1"= 1 '.()" 1/4" web stiffener@collocation onty t WFbeam per plan WF beam per plan SCALE: 1"= 1·.()" BOL T CONN. SCHEDULE WF" No. of 718" 5116 pl. wI bolting per schedule '--,-,-+-~-< 3 sides, web & 1/4 flanges A325N bolts at shear clipiLL W8 114" web LL 4 x 3 112 x 318 WIO stiffener @Column Locations wi bolting per schedule Wl~ WF beam per plan WpFe br pelaamn _'-~~~~r=======~ '---r-;~-< "bolts 114 not used W14 WI6 W18 W21 W24 BEAM TO BEAM CONN, OPTIONS SCALE: 1"= 1 '·0" 2 2 3 4 4 5 6 7 ) < ) Arch itectu ra I Group P.C. 406 South Hyland Perk Dr. SuiteC GlenWOOd Springs, CO 81601 Phone (970) 945-4040 dpadoug~8Lnet ....... /.""'" -I ~ ~ \r-~ ff l~o{~ -\ ;\:;~ i1. IQ,,~~# ..nC ~J-/, "-z o--o~ o « (9 -oz -.....J :::J [l) Z o ~ (>9-c~n aw::ZZ~ wO 0000«« 0a::(-'t') OW >-cn« --l OI In.. Revisions ./".. 5/10/10 Add #1 (Cloud only) jr-'g" N C. => e c.;) @6/03/10 Add #1 (Cloud & Label) 6/23/10 RFI 3·8 (Cloud & Label) 6/29/10 RFI 11·23 (Cloud & Label Ea Project Number 09269 Date 6129/10 Drawn B~ KJKlMCJ Checked B~ MCJ AQQroved B~ AG Sheet Number 84.1 Cone slab on metal deck, see RF13-8 o r Dowels inlo (E) w. lI, #5@24' wi 6314' embed. into adhesive _ Ma.sonry veneer, see arch TOP OF E CONCRETE WALL 5/8" puddle welds@12' _____ r--!,E_ (E) spandrel glass, insulation and sleel --___ studs to be removed (E) slructural steet al edge of floor. Expose for verification prior to -""':----: steel fabrication (E) framing, Field verify (E) veneer & steel stud partition to be removed -~=--ias req'd f/4 SCALE: 1"= f '-/)" ___ -L5x3xfI4 (LLH) #4x36" w/4" embed into adhesive @24 "10' C. Slab on meta! deck, see plan SCALE: 1"= f'-/)" 518" puddle welds@12" For balance of infonnation, see 13184.3 [~~==~~===S~~~F7~~==~::~.•, ~;:~~~" ~~~.,: > 1 1/2-non-Shrink grout I I I 1 1 I I 1 I 'I I liL 4"+---1 t c onl. SII, pl. 318" x 4" w13l4" dia. a.b. @24' Hold top of waif down 1'" and grout under cont, sl', pl. Cap plll2"x6x6 TS3x3x3l16 w1112" x 9"x9" base plate w/(2)-3I4" dia. anchor bolts FLOOR FRAMING TO E FLOOR 518' puddle welds @12 113'-4' T.O. SLAB .~ SCALE: f"= I'-/)" r curtain wall Angles per IIS3.1 Masonry veneer, 56ft arch TOP OF CONCRETE WALL SCALE: 1"= I'-/)" , . , . ~i, (E) conc. slab (E) conc, wall . ., .. ,,,--------, . , , .. .. .. '. " • " " ..., . 1l.. "_"_--_""_'-_-.. .. . '~ -, , -, .' . ~ _ Remove (E) cone. wall as req'd ... 1/4 x 6' "'--'>tIpl per I /S4.2 NEW BEAM TO E RETAINING WALL -, , y SCALE: f "= 1'-0' < remove (EJ veneer as req'd ---'f-! .. " • .jI ... . • ,.....,"'"'t---(E) Cone wall ,, , 518" puddla welds@12"-__ ,: ." ','" '.' .. ' , " . -_iRTJ.OE~:, 1PS!LL[AA~BN ~~::~=~~=~~!_' . "~-=-.~-_,, ', ", i -.,...-.... ~.' . ~"""I ' : , , Slab on motal deck per plan L5x5x5l16 wi 314' x 6 314" embed adhesive anchor at 24" , , , ,,, ~ 4 ,. • • •• • .f. ,.-./: " ., " • , , : ., , .. • NEW SLAB TO E WALL "-,.... " .. '. " ' . ' . ' , ." " ..'L~+==~';;:-r[".r::_=_~J--=. 314~ dia , x 6 .. --v--:---embed adhesive _~+-~I"" .~ -... anchors spaced g"o.c, , 0> • • .. . '. .. 4 .. , ... ~ . . , . .. ~ .<II · . , , , ". ' ;.. --,,-"-SCALE: f"= f '-0' } __ +:~_-< Shop or field Beam per plan Obi angle L4x3112x318 with bolts per sched (use L3 112x2 112x318 where req'd) Sleel plale, f '-/)"x l '-0"x112' wl(4)-3I4" bolls Face 01 (E) concrete wall NEW BEAM TO E WALL 518" puddle wolds@f2" SCALE: 1"= 1 '-0' /' ... , ... ."...,:,,,,,,,."-,\--IE) Conc wall , .' • • • -----., ... " . • , 1 . '•. oIpo,..". -'---;-l '. , " metal roof deck per plan '. ::. , i " L5x5x5lf6 wi 314' x 6 314" : embed adhesive anchor at 24" --~ remove (E) veneer as req'd.-/, • • ., • \ NEW ROOF TO E WALL SCALE: 1"= 1 '-0' 8eam bearing embed pi, pl. & welding per I O/S4.2 • , I , ' , • , , . .' .oS • ft. V --I I Bolt beam to waf! wI 314" dia. x 6 314~ embed adhesive ® cold (ormed fascia framing anchors at 16" o.C. 5116' sliff pl. E.S. Stl pi 112" x 8' xl'-/)' wl(2) -3I4 " dia. x 6 314' embed adhesive~ anchors or 314"x6~ \ H.A.S. spaced 9" . " Cone. wall-~' • , .,' L4x4x114 cant. T&B weld to joist wi 3116" weld , , ' . ROOF JOIST TO CONC. WALL SCALE: f"= 1'-0' 5/8' puddle welds @f2' (0 518'" Puddle welds 1--~-1 '-10 5116"-----.< @12·O.C. 3116 3@12 6 at saat 1/4x2 Web stiffener ea side beyond W6x 15 blocking L4x4x114 Coni. Cope web of beam as shown Roll as req'd for straighl profile FB 3I8x6 wi (2) 314 A325 staggered -Kerf at web of beam 5116x3 Web stiffener ea side -~FB 112" wedge below web T.O, SII ElevaUon=147'-2 7/8" I---n---/'"WF Bms Re: Plan stiffeners and 24~ o.C. max --~;:==~~~~~0 between FB f12x6 Conl-__ -' 112x7x8 Bearing PL w/(2)-5I8x6" HAS --=/E't~fj on 3" GA @24' O.C. '. L3x3x114 Brac. & 114x5" SO Clip L WT6xf3@6' O.C. PL 112x6 Coni. wi 3I4x 7" min Embed AB @24"0.C. ". . ..... .. $ f39'-5fl2 TO. STL .' ~ e. ....... /, , . ROOF JOIST TO CMU WALL 5/8" puddle welds @12' -_, 113'-4 ' T.O. SLAB Cant, S/I, angle per l lS3. f • • , SCALE: f"= f'-O' Cokf formed steel stud ~--wall see 3IS5.4 A-__ #4@16"dowelswI4" embed & adhesive , • " Exterior slab A T EXTERIOR ENTRY SLAB SCALE: f"= 1'-0' (8)-#7 (A325N)x4'-/)' spaced 3' & welded to plate and embeded into adjacent cone. waif (see IIS5.1) L8x4xll2x9' welded 10 f12" plale wi 318' all-around fillet weld @1 iJI .. i t> _____ _ • • Stl pI 1 '-O'xl'-9'xll2"wl(4)<1I4' x 6314" embed adhesive anchors or (4)-3I4'x6"H.A.S. spaced 15" horz wl4 112" from edge of cone,) ~--....,.--< 3 sides 3If6 W16x26x2'-O welded to web of beam Wf6x26 beam re: plan DRAG BEAM TO CONCRETE SCALE: f '= f '-/)' " . ,::.2.£.j " f emb~ adheSi""".,---\ ~ anchors or (4)-314" x 6' A (3)-#6 (A325N)x3'-/)" ( H.A. S. (spaced II ") y ( -".,-.... .A.A -"') plate & embeded co ----~.., < > 7 3 sides /11< V L6x4x3/BxB" welded to 112 " plale wi fl4 " all-around fillet weld /C _-" ____ ~ ..J A Y TYP. BEAM TO CONC, DRAG CONN, S/I pi 112" x 8" x 4'-/)'-__ L6x6x3l8x5'·6· wl(8),3I4" dia. x 6' H.A.S. spaced g·o.c. & 4112'---0 from end of wall , , • . " • ~ <III,:. , ' , -' ... ~ " , ", ' .. 'j' '. SCALE: f "= f '-O' ROOF BEAM TO CONC. DRAG CONN. Stl pI 112" x 8" x 1 '-0" wl(2)-3I4" dia. x 6 314' embed adhesive anchors or (2)-314" x 6" H.A.S. -...r-_ spaced 9" Steel WF outrigger joists, per plan SCALE: 1"= 1 '-0' , ' , •• • , " · , . " • • ! ROOF OUTRIGGER TO CONC" WALL SCALE: f'= 1'-/)' 10 nco 4-12 314" dia. x 6" .-------L _____ _ Top of wall where occurs Beam per plan Shop or field anchors or H.A.S. spaced 9 ~ o.c . . 0> d '4 Iyp . ~-L-+--l'_=,_ ___ _ .... Obi angle L4x3 112x318 with bolts per sched (use L3 112x2 1/2x318 ~ where req'd) • q • • Steel plate, see schedule 4. d Face of concrete wall STEEL PLA TE SCHEDULE PLATE 1 FOR W8xl0, Wl0 12, WI2Xf 1 '-(}"x 1 '-O"xll2' w/(4)-3I4" bol or H.A.S. PLATE 2 FOR W12X58, WI 36, W16X , WI6X50 (UN.O.): f'-/)xf'-9"xfl2" wl(6)-3I4" boll or H.A.S. CONCRETE WALL BRACKET SCALE: f"= 1'-0' SI.el column, whe,.. ____ + __ occurs 112' Stl base pl. wl(2)-3I4' bolts Stl angle, see f /S3. 1, cope as req'd--j~~ ;:Li~=:::=:::'==:::~~===~;:-::=~ Steel beam. see plan--r~:tI--!\..l 5116" sliff plate--~:<8+--.l1J I ''If'~:'~~·~'·~'~·l'' ~~=~S~I~'b :e:a~rin~g;p;'/~7~11~2;'· x 1'-4" x 112-10 ~ wl(2)-3I4" x 12' anchor rods or adhesive anchors w/6 3/4" min. " o><l • ~4" 8'~ embed 1 1/2" non~shrink grout CONCRETE WALL BEAM POCKET SCALE: 1"= f'·O' L5x 5x5l16 w13l4" x 6 314 K.8 (LQ.1) .... " embed adhesive ~ anchors @24' ~ ~ ~ r -\,/. " • , \' cd @I 1'"!! @I , @I c! ":' 0 ;... --"-1 '"" 'l' N' "3": q: /~ ~ ~ S/I pI per 3IS4.5IYP'~ NOTE; see opposite side at sim. condition ." . , . • ----, -. • , , ~ , .. --... -_..&_-. " . , , • . -, , ~ ," . --~--&.~--/.., • , • • ---" . ". • , :/3116 V2.f6 ---..:.: --,--" . ' if: , "fp ., , i . ~ ~ 1 ' Fb , 1 \. \ 3116 V 2·16 ~3I4' embed adhesi:e anchors@24' /L4X4X114 w13l4" x STEEL BEAM TO CMU WALL CONN. SCALE: 1"= 1',0' ---(Q) > FormIBlockoul as REO'O __ to maintain I" MIN CLR ) Angle per 3IS4,2 ! ~ ,, ...... V " , ~ , • ~ .; • f-!-----L .. , • ! , , ~ /· .'. <1 • • i ' ~ l • ," • • , • , , , , • e, • ') (2)-#5 be/o"",. ~ -~#5@24"XI2 ening extend 24" ," . , .. beyond edge /'. • . , , l op " DOORWAYATCMU WALL SCALE: 1"= 1'-0' Architectural Group p.e, 406 South Hyland Pant Dr. SUIte C Glenwood Spnngs. CO 81601 Phone: (970) 946-4()(O dpadoug@qwest.nel ....... "-~ ~~~ \ !~:1~ ~ ~.:.'fh~ la ... ~ Ie \ ~ ',r:)' ~ '" z -o I-o--o « <.9 z o --1 :::::> en z o ~ >-1-(9~ O::Z wz~ wO cn« cn« 0 -0::(") uw .>..-..0J«0 OI In.. Revisions vol,)NJ . "'::'-~ ./...--5/10/10 Add #1 (Cloud only) I @6103/10 Add #1 (Cloud & Label) 6123/10 RFI 3-8 (Cloud & Label) 6/29/10 RFI 11 -23 (Cloud & Label Ea Proiect Number 09269 Date 6/29/10 Drawn By KJKlMCJ Checked By MCJ A~~roved By AG Sheet Number S4.2 @,f --,'-O" See 6/S3.2 r 0) 9 318" f\I---+_2 518" __ -518" puddle welds @12" 518" puddle wOlds @12" -'"t--L8.6.,12 LLH w/314" X 6" HAS. @24" o.C. LSx5x5l16 field weld to L6.8 w13l16" weld 2-12. /Position angle at edge of @• 5/8" puddle welds @12" -(E) FB 112.9 Cont. Cut down flush with top of --___ concrete \ \\ \\ \\ \\ ,,_ ~_ '1..\ (E) L2.2112.3I8-__ (E) FB 1/2.5 Cant. --_ (E) 16H7 JoIsls 114 3@12 L4.4.5I16 12@12 (E) WI6x40 ----;(f===:J;;;;;;;;;:t" . verified (N) HSS IOx8.112 ConI. _ --0 I WF Re: Plan -support wi stiffener/shear plafe option at existing beam (TYP) 114 4@12 FLOOR EdGE A T EXISTING RFI16 5/8" puddle welds@12" --. , • 114 . . . ~------WF beam per plan. SCALE: 1"= 1'-0" ~ Curtain wall system per arch ~-See 108154.3 Topping slab sloped to drain Re: Arch I-I;-L--·----.. · __ $ 126'-8 • '::::o.-See 108154.3 WF Re: Plan wi .. stiff at each beam, each ide. '---Extend stiff pI for beam connection FRAMING A T EXTERIOR DECK STEP /15'"'" -, . • SCALE: 1"= 1'-0" ~ \. S4, 3 . .' . • (E) Conc wall Curtain wall per arch 4~ '. ' .. . ' . 5/8" puddle . Anchorage 2" f--W.ldS@12"~ ~ :', ( f---per 15154.3 concrele slab on i , • metal deck, per · ..... ~ ..... . plan !I , o,,··L .. . ,. ~. • .. .' . . :::. ,,---:-0-4 ' • .. . . , , ~I...-.---"II''''.'' · " • .. . .." .. , , .... ~ \0 ••• L5.5.5I16 beyond al -( 7" Curtain wall system---, C4.5.4 ConI. (TYP)--~--___ ~~-l $ 129'-10 112 T.O. STL L3x3xl14x2 112" clip (TYP)-_"";-_C4x5.4 @24"O.C.-__.. 5/8" puddle welds @12" concrete slab an metal 1eck Re: Plan , . 3116 . , .. ~ .. '~=O=".";~."';";"'7)'7-"'''''''~ WF Re: Plan support wi stiffener/shear plate option to brace exterior beam WFRe: Plan , . 7" Curta in waif system wi slip conn. @top per curtain MFR , . 3116 3116 $ 126'-8 r--I----See 3IS4.3 hop or ield (TYP) 1/4" PL @48" O.C. $ 124'-8314 FLOORIWALL AT 5"8/F-F,6 SCALE: 1"= 1'-0" ~~Jl\.-~ ~--8 " Curtain wall system 114 B" puddle welds@12" ~-FB 318.6 Cont. HSS10x4.1/4 (Architecl to coordinale height) Eliminate at door location t....s ... ,J/.. _.....L-. TOP~ing ab ~'OPed to drain Re: Arch • -. .. . L5.5.5Il ConI. 6~ cold formed steel stud wi slip-____ clip at each stud masonry veneer Re: Arch Tie per code See 5154. concrete slab on metal deck, per plan c----II2" gap L5.3 ll2xl/4 l~}-~~;#~-~::::;~ f---+--..,/,;llll Shim as req'd @exterior locations to --l'h":;"T match adjacent tube steel Re: Arch 5112" -Steel beam, per plan Note irregular offset 3116 grid Re: balance of details where tubes occur SLAB STEP A T EXTERIOR DECKS C4x5.4 ConI. (TYP)-~ L3x3xl/4.2 112" clip (TYP) ---;-C4.5.4 @24"O. C. -...... ~ 3116 3/16 518" puddle welds @12" concrete slab on metal deck Re: Plan support wI stiffen rlshear plate :: SCALE: 1"= 1 '-a" 3116 t---r-r--< TYP WF Re: Plan ~~~~~:;:1 .--.... option to brace ~Jd~.~n~·or~be~am:"~~t-r';·~~.....!\-L, ~. $ 125'-10 4x5.4 @48" O.C. & brick veneer to be removed tural steel at edge of floor, ose for verification prior to steer fabrication q2" I il 'I ,I , SCALE: 518" puddle welds @12" #4.36" w/4" embed in to adhesive @24 ~ O.C. ----Shim PL 5I16X4 ConI. --Benl PL 1I4x3x5 Cont. @@518" pu dIe welds WF Ro: Plan-----7" Curtain wall system w/slip conn. @top per curtain MFR I r----S.e 3154.3 1/4" pl@48" O.C. $ 124'-8314 (ace of curtain wall ;; face of foundation wall FRAMING A T EXTERIOR DECK SCALE: 1"= 1 CO" #5 ConI. -slab slep at door per See 3/@Cp II I II IIC/54.3 • " • ~. ,. , • • • , • • . . LS.5x5l"1 6 beyond at slab step at door Re: 9/54.3 (slarts 4'-3 off grid 4.8) ~:~"'grid' 4'.8) M''~~ StBS I bm. per plan WALKWA Y SLAB EDGE SCALE: 1"= 1'-0" ~ Steel b eam, per plan r R(f) , 518" puddle welds 6" cold formed ---stud wall per 3155.4 masonry veneer I @12" ----. -Re: Arch concrete slab on metal deck, per plan W16x26 Steel beam __ ? " Tie per code " See 5154.3 '--_-Concrete slab -----See 9/54.3 SLAB STEP NEAR GRID M SCALE: 1"= 1'-0" (E) WI4.22 -_ __..---.,~~11 Iit/(E)L2 1/2.21I2x3l8.4 __~ __ . ~II IIi' r/////1/'"-""""""""72:-=@--'-:1:-<2 '~"P to remain ,...1l_:II'J /,II ~~:'3 (E)L3.3. 1/4brace ~. li-, IIC~~A lobe removed -~ J >'1'//1, 1 ""lv 1>//0 (E) C4.5.4 @48" il I: ~;:;: ~ O. C. to be removed I I /;: ;J L6.4x3l8 Ledger ~~~ angle and brick I ~ //;1 , WF Re: Plan ,1 (E) Masonry veneer and I steel slud framing to be ---1---yr~/~ ~I"-fl -'I removed and restored .... ;::EA as needed Re: Arch /I I 518" puddle welds@12" 1'---+''7.~'L L i (N) 10 (E) 3116 2@2 (E) structural steel at edge of floor. Expose for verification prior to steel fabnOcation veneer to be removed I ' ~;. ..... ----:" -~7--------~ .:_-:~~ -FLOOR EDGE AT EXISTING [::':' ~==t=t~m6a,.:..-.~,-II:::~k -B;n"i"PL 114._.4 112 ± to be determined upon exposure of existing condition 518" puddle welds~ __ ---~ @12" concrete slab on metal ) deck, per plan , " SCAL . ~ '.. . 1'~O" W16x26 Sleel beam--~/• ...u._ Alternative connection if existing __ " structural steel configuration ;s not suitable: #4x36' bers embedded jnto 4 ~ MIN Adhesjve @24· O. C, 6" cold formed stud waJi per 3155.4 3116 r , -"T '7AA i)---r-I (E) Masonry vsneer and A ~~! I ! steel stud framing 10 be ~9 I 1 I See 5154.3 removed and reslored 1L tl_l_ as needed Re: Arch ! I "--~~--« E) 10 (E) 2@12 SLAB EDGE NEAR GRID M FLOOR EDGE A T EXISTING SCALE: 1"= 1 '-a" SCALE: 1"= 1 '-a" 6" cold formed steel stud wi slip clip at each stud (see 3155.4) masonry veneer Re: Arch Tie per code See 3154.3 --518" pUddle_~ij;:W..-/welds@12" bent PL 9.5.318 concrete slab on metal de~k, per plan 1--";"'112" gap I .' ,. . ~. • • • • L5.5x5l16 3116 2·12 ( I waIf this section of wall 5~ max topping over slab. slope paT arch • •• I z z T.O. Pilasler Steel beam, Perr /an 5" cone slab on 2" meta/deck per plan Beam pocket See/S4.3 SLAB STEP A T EXTERIOR DECKS concrete slab on metal deck, per plan See 3/54.3 SCALE: 1"= I '-a" o ..--------,.-518" ddle welds@12" ~~~-I-II2 " gap ~:--, beyond per-l-f~-;7, '-+-I--+---I~---+---+ 2/S4.2 PILASTER A T GRID P L6.6.318 wi 314" X 6" HAS.@24"0.C. \ 5" cone slab on 2" metal deck per plan < A 6" SCALE: 1"= 1'-0" 6" ....1._--5" max topping over slab, slope per arch ~=:;:==:.~~IB" puddle welds@12" I ~ •on ---.See 5/S4.3 ObI angles welded to embed J pi & angle Steel beam, per plan _-'1m. .... HIGH BEAM A T LOW ROOF SLAB SCALE: 1"= 1 '-0" Conc slab on 5/8" puddle welds @12" ~ , i .. ~ L meta, deck, ~perplan ., . . . , . @I Benl pl. 318' .5".9" weld 10 bear w/2" of 3116" weld ~vel}' 12" • • . ~-, ---, '-W6.12 , L Slip track Cold formed --slud wall, per 3155.4 Masonry ----_____ veneer, per arch STUD WALL BELOW SLAB ! . -, @I SCALE: 1"= 1'-0" 5/8" puddle welds@12" 518" puddle welds @12" (3) #5 ConI. ,. , --~ .. '0; ~ r ..' Slip lrack -_ _ /Cold formed stud wall, per--~ ..----. S . I~Ste~a!li~",!/STUD WALL BELOW SLAB SCALE: 1"= 1 '-0" "~ --Stl pI3l8"x5.1'-0" w/(2)-3I4" • .6" H.A.S. and welded to Face of concrete wall EXTERIOR DECK SLAB 518" puddle welds@12" L5x5.5116 weld 10 SCALE: 1"= 1 '-O~ 1-__ 1"{)"'_O~=----.--~~~~,'nry arch veneer per _~ _ -6" cold formed steel stud per 3IS5.4 ___ ---sli·D clip at each stud --11 f-¥ ...... II2" gap #5 Cont. I I beam wl2" of 3116" -~~H--weld every 12" concrete slab on metal deck, per plan "----Sleel beam, per plan 1 DECK EDGE AT CURTAIN WALL slip clip by EFCO See 3154.3 SCALE: 1"= 1 '-a" _-+-7" curtain wall by others ~--1--5I8" puddle welds@12" 3) #5 Cont. concrete slab on metal deck, per plan -----}--Steel beam, per plan j 1--2" DECK EDGE AT CURTAIN WALL SCALE: 1"= 1 '-a" Architectural Group P.C. 406 South Hyland Park Or. SulieC Glenwood Springs, CO 81601 Phone (970) 945-4040 dpadoug@Qwest.net z o-I-oo <!: (9 -oz ---.J ::> CO z o ~ >-1-<9~ ow:::z Z~ wO Cf)<!: Cf)<!: 0 1 o:::M uw ~~ OI In.. Revisions 5110/10 Add #1 (Cloud only) 6/03/10 Add #1 (Cloud & Label) 6/23/10 RFI 3-8 (Cloud & Label) 6/29/10 RF111-23 (Cloud & Label Ea Project Number 09269 Date 6129/1 0 Drawn B~ KJKlMCJ ChecKed B~ MCJ A~~roved B~ AG Sheet Number 54.3 @I ~ , I -,--_,A \ r -r-, , I, I , 1-----1-7" wide curtain wall system I, I 1'-8 114" I ,I ,I -1---2" I I , I 1~-----#4 "L"36xI2@12" wl Hooklhis I ( (3) #5 ConI. 5/8"puddleWeldS@12" \ T#5Cont.\;/end <~~~~~~~~'~'~'~'~~'~'~' ~.~"~.~" ~.~"~.~. ~~"-~~~ •. ~~. ~~'~~.~ .• ::.~.~. ": . :~. ~~------~;;~:;16 Cont. , ,, ' '. ~ HSS IOx5x1l4 ConI. Spacer ~ i ~--;:9------'--'~r--'r--,,", -_ .... -L 114 V 4@12 ==~~l "" ..... "~J~"""""!"'"---~~ "'------LL2X2x5l16x6 (TYP) I , ""'-i'-----t---WF per plan I _~--HSS8x4xI14 Locate Re: Arr:h Horizontal shade support & & ;nfill 1-----1'-6 114" /----~-materials by others r wide curtain wall system wi slip conn at top by curtain MFR r----l'-O"-Shop or field 3116\)/~ shade support attachment detail \ I ':, Note: It is recommended that horiz , include adjuslability for level and that infilJ material attachment allow for relative horizontal movement I /between supports SOLAR SHADES A T 2ND FLOOR 4. 710 .3-P "\ 2"r1 '-----' See 8/S4.3 . . . ~ . • bolh ;r-r7----\.. ends 3116 2~ Steel beam per plan 3116 SCALE: 1"= 1 '..()" W6x15 at r;'.;\ each solar 0.!; 5/8" puddle welds@12" Steel beam, shada&in\ I between \ Steel pllR"x6"xl'-2" wI(4)-3I4 "!dia. bolts per plan W16x26 at each W6x9 .' (3) #5 Cont. L3)(3)(3/16 both sides L3x3x 3116 per plan & welded both ends to beam or TS frame 1'-114" k --rify ---: 1M arch Slip Irack by EFCO TS8x4x114 frames [~,,~.---------------------------------. ---______________________ -L ____ r curtain wall system, by others SOLAR SHADES 3rd LEV 1. 11L.1-M SCALE: 1"= 1 '..()" I @I, ; i , I , I, I, I , I, I /:-I \ I, I, I, I I, I r I, I, I, , '0 h---f-7" wide curtain wall system 518" puddle welds @12" ~ (3) #5 Cont. \ I • • 3116 2@12 WFRe: Plan HSS Column Re: Plan wi 314" cap PL & (4) 314" A325 at bottom nange of WF 7~ wide curtam wall system wi slip connection by curtain waif MFR at bottom flange of VVF , 0_ . ". @@@@1 2" 124'-8 TO. STL 3116 ~--HSS 4x8x114 frBme SOLAR SHADES 3rd LEV SOUTH SCALE: 1"= 1 '-a" , A I I ,I I , 7" wide curtain wefl system I I ; I 1'-8114" ,I -I---2" I I (3) #5 Cont. 518" puddle welds @12" ! ~, " ~ . "" c. 3IS4.3 " . , ,-. }!-W6X15 outrigger en c PL 112x8x14 wi (4) 314" A325 to 1< T '0'1 '0 '0' ~W6xI5 's L6x3 112x5l16 ~ /ll-I L3x3x3l16 per plan & welded L3x3x114 .---=-both ends to beam or TS frame PL 5I16x4 SO \ ~ I~~ ~ 5I16x4x8 WF Re: plan wi 5116" web TYP stiffeners & (2) 314" A325 @, 3116 V flange to outriggers ! I'----per plan , 1--HSSBx4x1i4 Locate Re: Arch r wide curtain waif system ! Horizontal shade support & & infilf wI slip conn at top by curtain MFR , ;-----materiafs by others Note: It is recommended that horiz I 1'-61, ~" shade support attachment detail -0 include adjuslabWty for level and that infill material attachment allow I for relative horizontal movement I between supports , _-------~J I I 121'-4 ~ I 1\ B.D. STL , v SOLAR SHADES 3rd LEV 4. 7IP-Q SCALE: 1"= I '-a" , I i I, ,I I i '---1'-0"-1"CLR 5/8" pudd Ie welds @12" (3) #~ cont.\ . , , . Ir • .. 1 • I ..... I~ 3116 V2@12 , , WF Re: Plan I I , , , I, ; I, I , I, I, I , ! , , V I " CLR 518" puddle welds@12" (3) #~ Cont. \ ~ : . ,. . ' . • ." ..... 3116 V 2@12 WFRe: Plan 129'-5314 T.O. STL I I , I I I 4'-5314"------, I 1 '-6 114" r wide curtain wall system I , I /~IiPCliP by curtain waf( mfr. L3x3x5l16x3 See 3IS A I v , , I, .I I -6"-fc---6"-II, I ,I I • ,! Ir .. • I 1 ,I I~ I I Ii ,i I , I, I ! I I i , I ! I , I I i , 4.3 126-3 T.O. STL 125'-10 TO. STL HSS Re: Plan (TYP) Erection clip T'P) I ,, I I HSS 8x4x114 Frame ~ Shop or rIO Id 1 ,I I , 3116 /y I \ , I, I /" V ( ~ _ LL2x2x5l16x6 (TYP) I HSS8x4x114 Locate R e: Arch Horizontal shade supp ort & & infifl materials by others Note: It is recommen dedthathoriz shade support attach ment detail include adjus/ability fo r lever and hment allow movement that infill material attar; for relative horizontal between supports -SOLAR SHADES 3rd LEV WEST SCALE: 1"= 1'-0" 129'-5314 T.O. STL 3'-0" --------: ~--1'-6 1 4"---1 rwide curta in wall system V~liPCI curtai ip by n wall mfr. 126-3 TO. STL 125 '-10 TO. STL See 3IS4.3 HS S Re: Plan (TYP) L3x3x5l16x3 Erection clip T'P) "-~ LL2x2x5l16x6 (TYP) HSS 8x4x114 Frame --t __ 1 B.O 21 '-4 ~ . STL 1_----HSS8x4xI14 LocBle Re: Arch Horizontal shade support & & infil/J..----;,.--material s by others Shop or >-_-,j-,.-~:;) field Note.' It is recommended that horiz shade support attachment detail 3116 ) include adjustabi/;ty for level and that infill material attachment allow for relative horizontal movement between supports -------~ '---+-_____ =-------'L-____.. _ ._~ -----SOLAR SHADES 3rd LEV EAST SCALE: 1"= 1'..()" Architectural Group P.C. 406 South Hyland Park Dr . Suttee Glenwood Springs, CO 81601 Phone: (910) 945-4040 dpadoug@qwest,net t:" ....... ----, -( r~ t~: :~ \-v O~."~ :f)" CO &i~:}~ -\ .;~ ~ ~~v,~ /' 1'-./,./z -0 I--0 0 « (9 z-0.... .J -::::> oorm 0 <D Z oor-0 ex:> -0 I--0 ~ CO '-0 >-1--0 (9C/) U O:::Z >, ~ w-2'N 1'j C/) 0 Z~ 0> N Q) ex:> "~ ci CwfO)« WC:C:O>'Q'-. e'" (!) Cf)« ro C/)3:C/) ~ 0 1 C/) ..c -0 ~E 0:::("") 00>0 'u" ~ OW '-'-0 <{ U I 3: <{ >-C/) Cl. .....J« >,0> c:: 0 OI -0> Q) o I"'---I a.. I("")(9 @Revisions 5110/10 Add #1 (Cloud only) 6/03/10 Add #1 (Cloud & Label) 6/23110 RFI 3-8 (Cloud & Label) 6/29/10 RF11 1-23 (Cloud & Label Ea Project Number 09269 Dale 6/29110 Drawn B:t, KJKlMCJ Checked B~ MCJ A~Eroved B;t AG Sheet Number 84.4 Steel beam, per plan (4)-314" scuds, welded to st!. beam =:=== ~~;~~'--1i2" steel column base pl. Double jam nut, rack weld together Interior steel col., per plan NON-LOAD BEARING COL. TOP CONN. 5I16"x5"x5" sit pl. welded to web and flanges , . SCALE: 1"= 1'-0" 5116" stiff pl. E.S. , .:-.... ~'7--~~-y I I q I I I TS12x2 per 111S~6 3116 1/I I I ~ \ -\ 5/16 stiff pl. \ \ E.S. • 1 I·,·· I~' . I ' · ." • • , '.·-. " • I, 1-· " , . CD I I 1 I I I 1 I I I I I 1 1 I , 1 1 !V l1 Cant. SII. pl. 318" x 4 " wl(2)-dia. anchor bolts @24" /'1 518" pUddle@12(TYP)I. at metal deck to cont. p i 1 ~ ~ SII beam per pla,,_~ 318" end plale at TS76x,B-_ 112" top plale both sides of column (not shown on opposite side for clarity) field weld to beam and column WF column-__ 112" lop plate-_~ PLAN ___ -""column, per plan 112" ou:oselplate, each side o 112 Bottom plate. cope at "---c()lun,n flanges & wl(2)·3I5" d;a. bolts 5116 TS16x8 5I16x5x5 Sit pi, welded to flange (2)-3I4" dia. bolts@WT;./Lengthen stiff pl. as req'o V 5/16 V Shop or field ! NOTE: COORDINATE BEAM, COLUMN AND BRACE LOCATION WITH ARCH L3x3x114 diagonal brace both sides at beam's third points wI 314" dia boll at each end 5I16x5x5 Stl pi, welded -/im~1i1 to flange at diagonal--'/braces at third points partition beam wi web stiff both sides at ----1 diagonal braces HSS6x6x5l16 wlll2" pl. 'Y---H--E.E. wl(4)-3I4 " bolts L3x3x114 brace both '---sides at end of partition beam 5116" stiff pI. each side at ~--end of beam wi 314 ~ boll at L3x3 brace OPPERABLE PARTITION BEAM 5/8" puddle welds@12" Metal roof deck J SCALE: 1"= 1'-0" ~--Metal roof deck 5/8" puddle welds@12" L8x6x112 LLH wi 314" X 6" H.A.S. @24" o.c. Concrete wall L4x4x114 x cont. w13l4" x J..~+-~~+ __ -6 314" embed adhesive -_-_--," anchors space 24" O.c. • TOP OF ELEVATOR WALL SCALE: 1"= 1'-0" WT6x13 per 11/Is-SI'5.2)\ --r TS12x2 per II1'S°5,'<5 __.W .,pj'. -"4 • 1 I 1 , .. , , .' . 1 " . , I ., , . I .. -' +-L Obi angle L4x3 112x318 ,'-;'ith bolls per sched 41S4.1 1 I" .• 1 1----, :P . ~, : 4----t,'--(;MU" wall per IIS5.2 1-' • ~ I ,! "t' 112 BoNom plate, cope at _ _ -----1-,--'1[-----'-column flanges i 1/2" gussett plate FRONT VIEW WF column-_~ 112"topplate -~ TS16x8 TOP OF ELEVA TOR CMU WALL 112 gussett plate, both sides of column t , WT6XI3@6I o.C. PL 112x6 Cor l. wi 3/4x7" min Embed AB @24! O.C. , ..... .. /CMU wall per li1f.2A -iA." • • " . /• • '. SCALE: 1"= 1 '-0" I Steel column base pl. wl(2) -3I4" d;a. anchor bolls, I brace col. during construction 8S req'd 518" Puddle @12 (TYP) at metal deck to cont. pl. }--_+~_-< Shop or field Obi angle L4x3 112x318 with bolts per sched CMUembed 112 Bottom plate, cope __ at column flanges , ,i 5116 SECTION THRU BEAM SHADE BEAM TO COLUMN CONN. SCALE: 1"= 1'-0" CDfj) i j I , • • ,I .... , /I I ,i ·, • I ,-I " . , . • CMU waif per 11S5.2A I . ! , I ,CMU, wall per 11S5.2 .. .. ... pl. per " • . ~ 3IS4.5 I Cant. Stl. pl. 318" x 10" wl(2) ---l:4--_-_CMU wall per , • IIS5.2 TOP OF CMU WALL AT COLUMN Interior, non-load bearing steel col., per plan .. Conc slab on metal dack, box out around columns per arch "", SCALE: 1"= 1'·0" 1/2" steel column base pl. Steel beam, pel' plan shewed bea ms, per plan, co embed pI, knife pl. each pe nnect to w/singl. & bolt r41S4.1 i I I ==== " ! , , , • .. -. . " • • c:f ~i __ '!.. -~---@I · @I ' . • @I ----" " , , I I i I ('~--_rows of 314" dia. a.b. @24"wl i 1 118" non-shrink grout I I 1 I"f--5/8" Puddle @12 ,Q, ~ ,J;l I I (TYP) ..... ·1 .. -;.: I, , •• '. 1, 1 1 1 " /, -, . . . " • , ,1 ,1 ~ ,.' 1 ., -----~== r" 1 1 ~ ., ,. 1 r ---,,-L ----"-~ l Elevator beam, per 1J/S5.1 Embed pl. per 11S4.2 NON-LOAD BEARING COL BOTTOM CONN. TOP OF ELEVA TOR CMU WALL SCALE: 1"= 1'-0" SCALE: 1"= 1'-0' @, 129'-5314 ~ T.O. STL f---t-7" wide curtain wall system : --4'~5 314"----------,-' ~I'-O'-condition ---1'-6114"---1 1 1 ---1 _ 2' x 3116" (min.) steel I ~:see IIS4.4 for typical I I Bent PL 12x5x5l16 at I ~ grating 518" puddle welds@12" ~ i l ;doorwayonlY . V ( # C 1 /HSS5x5x5l16 Grating I HSS5x5x5l16 Grating suppon 3) 5 anI. i ( suPPOrt i :::::~~a:~:"8~.'; w13l16" · , .I " ~ -'" hl:./-/I--~~·, --------.....L-.IV ~126-3 ~ C.I· '· • T.O. STL • • .... 3116 V2@12 WFRe: PIBn I . 1----1'-3/12"--1--1 D HSS Re: Plan (TYP)~ HSS5x5x5l16 cross bracing, see 21S5.1 HSS 8x4x114 Frame --____.. ~ Shop or >--:-""'--r7-~"':,) field ~6 ~ \ ~~--HSS8x4XI14 Locate Re: Arch Horizontal shade support & & infitl rmat9ri81S by others Note: If is recommended that horiz shade support attachment detail include adjustability for level and that mfill material attachment allow ) for relative horizontal movement between supports I I I ~~i' __ ~, ~ ______ ~ A V CMU Wall ---------CMU wall----------, . ·, • , , · , . · ,. · • ·, • , -I,f · j • • .' ..• • I I I Grid , ,./, I 1 I V 1 I I /\~-A V ~ ELEVATION WFWhera occurs 1'-2" max to bottom of beam or fop of co/umn 6x6x5l16x12 wi 2-5/8" rod in 5" min. adhesive ~-__ Steel Column D~ ~,~ 114 .V 2@3 SECTION A COLUMN TO CMU CONNECTION SCALE: 1"= 1'-0" 1 1 I SOLAR SHADES 3rd LEV WEST (4)-314" dia. x 6" embed adhesive anchors spaced 13112" o.c. typo SCALE: CD I 518" puddle wetds @12" rl L5x5x5l16 w13l4" x 6 314" embed adhesive anchors @24" . , < -. • , . ----tp .. 6 -,... ... 1 (2)-#5 cont. " ~ .' '///. ~ I 1"= 1'-0" fj) , ,/3116 V 2-16 4 ~1I , --,.•. CANTILEVERED CMU WALL ~, ;.. -".. . ® :~ I SCALE: 1"= 1'-0" Top of wall where occurs r=+~--< Shop or 5116 field Beam per plan Obi angle L4x3 712x318 with boits per sched (use L3 112x2 112x3/8 where req'd) Steel plate, 112" x 1'-4 112 x 1'-4 112" UNO. Face of CMU wall CMU WALL BRACKET SCALE: 1"= 1'-0' Architectural Group p.e , 406 South Hyland Pari!: Dr. &uteC Glenwood Springs, CO 81601 Phone: (970) 945-4040 dpadoug@QweSt.net Z .-o... -o o « <.9 -oZ -...J :::J (() Z o-~ ~ .... <.9C/) (yZ wZ~ (wJ)O« (J)« O· (YM OW ~C/) --.J« OI :r:a.. Revisions 5110/10 Add #1 (Cloud only) @6103110 Add #1 (Cloud & Label) 6123110 RFI 3-8 (Cloud & Label) 6/29110 RF111-23 (Cloud & Label Ea Proiect Number 09269 Date 6129110 Drawn B~ KJKlMCJ Checked B~ MCJ A~~roved B~ AG Sheet Number S4.5 112" x 4" x 8" pl. wl(2)·II2" _"" _ wi double jam nuts Beam, pel' pi,," ----St/beam (wi piggyback) per plan 112" sleel cap pl. -----wl'(4)·3/4 " dia. bolls wld,oub/ejam nuts -----lian'gel· co'/un1O, per plan 518" puddle welds @1 < ., W6x15 Oulriggers and WT6x13's WT6x13 to receive bracing at vertical tube stee/locations @) ,I I 2'.811116"------j ,_ 2'·43116", to CL Top Ftange I of W6X12 Cont. _1'-r to outside face of vertical tube 1'·2112" to CL Top flange -t--------j of W6x 12 Subframing 6" To face of curtain wa,'i-l----1 W6x15 Outrigger@5'O.C.-_-i--518" puddle welds @12 1I4x2 Web stiff. ea sirf,e-, W6x15 Blocking W6.12 Subframing wi (2) 314" A325@shear ctip PL 112x9x14 wi (4) 314" to W6x 15 subframing 3116 2@12 143'-45116 T.O. STL @"0" [1~'~'~';~~~-~:;,-:;;-:;,-:;;-::-;-::;:,;:-;~'+.~==;r"t~rf::.\:J ~_L'lx4;'114 _~;;...~--W6x12ConCto. nI. (TYP of 2) ~--\V! 5116 shear clip & (2) 3/4" A325 L3x3x114 Bracing Ea side of lUbe @2: 1 , 10 5I16x5" SO MIN PL at bot of W6x 12subframing HANGING COLUMN LINE M LL3x3x114 Bracing @EA oulrigger location and at EA vertical tube localion wi 5I16x5" SO PL ea end. At vert tube locations connect top end of ~::-t--_ ____ --5I16x5" SO PL EA side oftube $ 141'-3114 SCALE: I"; 1'·0" double angles 10 web of WT6x13 (2) 3/4 A325 Staggered at beam seat of outrigger 5116x4 Web sriffener@outrigger __ locations Partial HSS 6x6x5l16 (spin at webs) to ___ -achieve B. O. S TL elevation given LL3x3x114 B,.,ce·---7" Curtain wall system wi slip --------..J conn. @top per curtain MFR B.O. STL 114 3@12 L _------HSS8x4xI14 Locate Re: Arch __ I----!IHOriZontaJ shade supporl & & intill '-materials by others ROOF EDGE A T 0/3.4-4, 7 SCALE: I"; 1'-0" '--------2'-11"------1 WF Re: Plan @5' O.C. ;------2'-9 114"------1 :-----2'-5114" ----~ ~--1'-8 114"~---I W6x12 ___---5/8" Puddle welds @12 ---, @5'O.C. WT6x13 LL3x3x114 brace at vert tube IOCBtions ../to 5I16x5" SO PL ea end 25/8" L4x4x114 Cont. VARIES Re: PLAN T.O. STL 5116x4 Stiffener bar at vert tube --'ocalions (plumb) L3x3x114 brace stiffener bar to stiffener ---bar at vert tube locations 112x8x26 Top PL (Sloped) wi (2) pairs 314" A325 18" O.C. & 112xl0x24 Knife PL at WT and bol of WF 1 :--IF::j:~~ __ C4X5.4 Frame, Sloping, wi verts @24" IL-,.ii.. .. ~iiiiiit--, k~""'dl O.C. (square to roof slope) & (2) 314" I 1--,..--1 A325 al EA W6X12 to top channel Gusset PL 3I8xl0@5' O.C. ------At bottom flanges )---r-r--'/and web 1/4 5116x6 Stiffener bar at vert tube locations (Plumb) WF Re: Plan, Sloping (TYP) 5I16x5"SO PL @4' O.C. Square to roof plane (@alternate C4 vert focat/ons) 7" Curtain wall system wi Slip --+------1 conn. @top per curtain MFR L4x4x114 Bet tube top PL's 1/4 ~ _ L3x3xI14 brace tube 10 5I16x6 stiffener bar 1----j~--+----L3x3xl/4 brace@4' O.C. at alternate C4 verts _---HSS8x4xI14 Locate Re: Arch Horizontal shade support & & infill .l.---'-materials by others Note: It is recommended that honoz shade support attachment detail include adjustability for level and that infill material attachment allow for relative horizontal movement between supports ROOF EDGE 4"710,3-0 SCALE: I "; 1'.(J" f-------\lariesRe: Arch------518" puddle welds @12 -+---1 (TYP all edge beams) L4x4x114 518" .'ifR" +--1 r-+-5Ii~" ± 3116 518" puddle welds@12" Flange to shim , an'd sJ"m to top Flange LL 4x3 I12x3l8 WI (6) 314" 00"-..... ----RF/23 W6x12 OUlrigger@4'O.C. ./----Loc8te @Alternate C studs W6x12 Cant. (SI,op~;:~f;/1r-fiii=:::i:l======:~?\~=== Skewed) wI 5/16 shear & (2) 314" A325 Shim as Req'd for slope end skew PL5I1 15x8--+-~~~ 5I16x3 SIi'n (ene" --t:l WF Re: Plan '-~~-'-----N (Sloping & Sk"wed)-" C4x5,4 @24"0.C.----IL3x3x114x2 112" clip (TYP) C4x5.4 Conf. 7" Curtain wall system w/slip -=L .. j\.......L_ conn. @top per curtain MFR ,-"", •• " SO PL \ ' WF Re: Plan . : L3x3x114 Brace @Ea outrigger to 5I16x5" SO PL Skewed at boffom tight to C stud location ROOF EDGE 1,11L-M SCALE: I"; 1'-0" 0) 518" puddle welds @12 (TYP all edge beams) r-------2'-9"--------!-i ---------3'-9 fI4"--~~~----I r---l '-6 114" __ -1-1 _ _____ 3'_5314" verify w/Arch -------1 3/16 3@12 6 at seat Cope web of beam as shown Rolf as req'd for straight profile 1'-21/4"~ 114x2 Web stiff. WT6x13 Centered on curtain wall to LL4x3 112x3l8 clip supports & (2) 314 A325 5/8" Puddle welds @12 W6x12 Blocking L4x4x114 Cont. ~ ~~~~~~£+~~~~~~-hkd~~~~ ~~~~~~=9~4~==IC=O"-!~ FB 3/8x6 wi (2) 314 A325 (2) 314 A325 Siaggered staggered -Kerf at web of beam L--r-(beyond at beam seat) PL 112x8x14 Sloped <---I wi (4) 3/4 " A325to W6x15's W6x12 Sublraming (Sloping) wi (2) 314" A325 @shear clip L3x3x 114 Bracing Ea side of lube @2: 1 ± to 5I16x5" SO MIN PL at bot of W6x12subframing ~'~'''''-..... --5I16x5" SO PL EA side of tube -~---1r HSS8x4x114 Locate Re: Arch Horizontal shade sup & ;nfill_.,::::::[", materials by others 311/1 I L3x3x114 Bracing to 5I16x5" SO PL ea end WF Re: Plan (Sloping) L3x3x114 Brace 7" Curtain wall system wI slip ----1 conn. @top per curtain MFR ---'-' ------------------~--~ $ 134'-8 L4x4x114 Cant. 137'-8318 ~ T.O. STL SCALE: I"; 1'-0" r-_____ 2'_9" ______(i JJ:,_-74 . _ ~_~2'-9 112"-------1 f-----2'-4 112·--------'----~2'-6" ----~_I WT6x13 Centered on curtain waif to LL4x3 1/2x3/8 clip supports & (2) 314 A325 5/8" Puddle welds@12 Double Angle (LL) clip connection Re: 4/S4.1 '--_WF Re: Plan (TYP) 7" Curlain waf{ system wi slip _ ---I conn. @top par curtain MFR ROOF EDGE 4.7 1M-G. 3 SCALE: 1"; 1'-0" C4x5.4 Cant. (TYP) L3x3x114x2 112" clip (TYP) TYP >----,--r~_I. 3/16 518" puddle welds @12 -I'.(J" -9 3/8"--f-+-2 518" $ 139'-1 hop'" (TYP all edge beems) f---------\-+-"'=l 3/16 leld (TYP) ................... ----------------------._--) --WF Re: Plan support w/stiffener/shear plate option to brace exterior beam WF Re: Plan 7" Curtain wall system w/slip conn. @top per curtain MFR masonry veneer Re: Arc,n --I?: Tie per code 139'-5112 ~ T.O. STL L5x5x5l16 Conl --i""'~ 6-cold formed steel stud wi Slip clip at each .~ --;s.en, (See 3IS5.4) ROOF EDGE 140'-10112 T.O. STL STUD $ 137'-8 "t---C4x5.4@24"O.C. -t-..,I--J-i----L5x3X 114x6 $ 135'-6 3/4 ROOF EDGE 2"1IF-1 I I SCALE: I"; 1'-0" gap 3116 518" Puddle@12 (TYP) _--·-~/F Re: Plan 112,1-1,1 & 1,111-K.B SCALE: I "; 1'-0" 112" gap 3116 2@12 518" Puddle @12 (TYP) L5x5x5l16 cont'---i--;:==~ ---t 139'-5112 ~ T.O. STL I I 6" cold formed steel stud w/slip clip at each stud -__ (See 3IS5.4) HSS6x4xI14@4'O.G. -__ -I-_ 16 Ga x 12" wide cont PL wi #10 TEK @12 ea side $ 137'-8 ---WF Re: Plan (TYP) ROOF STEP SCALE: I "; 1'-0" Architectural Group P.C, 406 SOulh Hyland Par'!<: Dr. SUite C Glenwood Spnngs, CO 81601 Phone: (970) 945-4040 dpadoug@qwest net ...... -I b:;;2, " \r-, '1 ~:.~ j .. ~~:j'I}, 'a,-: ~ -\ ,,0"" /. i' " /,/z -0 I--0 0 « (9 -z .0.. J -:::J ~ fl) 0 <D Z ~ 0 00 -0 l-\:) ~ ro ~ 0 ~I-0 <DC/) () O:::Z >-~ w-OO '0" f?N 0 z~ 0') N Q) 00 "c a: wCl => C/)« c>-~ e wroQ. " C/)« oo3:C/) <ii ~ => o· 00 ..c \:) u'" o:::('t') .t< 00')0 "5 ~ ow ~.-0 ..: OI ~ ..: ~C/) a. ...J« >-en c 0 OI -0,..e..n. _Q ) Ie.. I('t')(9 @Revisions 5/10/10 Add #1 (Cloud only) 6/03/1 0 Add #1 (Cloud & Label) 6/23/10 RFI 3-8 (Cloud & Label) 6/29/10 RFI 11 -23 (Cloud & Label Ea Proiect Number 09269 Date 6129/10 Drawn B~ KJKlMCJ Checked B~ MCJ Aeeroved BJ: AG Sheet Number 84.6 (E) masonry veneer, to be --l. removed (E) C4XS.4 __ ..... @24' ,,r , , , ,~, '~M ~.I I I I i I I I I I I I I I I ~ (E) roof I I framing, see arch $ 143'-7112 T.O. COL. @J f----------4'-41 4"----------l-' ---I W6.12 Blocking (TYP) 114)(2 Web stiff. as side beyond (TYP) -~. ~WF Re.· Plan@-S' D.C. (2) 314 A325 Staggered (beyond at beam seat) (TYP) WF Re: Plan (Sloped) 1 -___ 3518" Interior Stf Stud parl~ion wI slip track @top & slip clip below W8 Col's Beyond , ----1 r __ ;--L4)(4x1l4 Cont. I I Re: 51S4.6 $ T.O.S, VARIES 6" SIf stud waif (Re: Arch) wI slip track at top and/or slip clip at side Re: ARCH dl.1L TO. STL STUD V 140'-69116 T.O, STL @0.3 6" Exterior stl stud wall wi slip clip at ea stud @~ top & (2) #10 TEK@12 ~ at bouom track f ...!ll. Cap PL 314.6 1/2.12 __ L_-+ . ~~, rf wi (4) 314 A325 ~ '0' HSS 3X3X114@4'-8"0,C. ---II--________.-1 L3x3x114 to top of --............ I adjacent tube post -r -_-' ' 3I8x5" SQ PL at I---+~"-I bottom NIS & top FIS --i --+--llJ1 r--. ~ 5116x3 Stiffener ~_+-t---bar@pest locations 3 5I8~ Interior /~teel stud wal ~. ___ _ :~sts J-H! ! 140'-1" d.. I 5116" stiff. pl. E.S, extend -"'T"'0"-'("'}E~ 7 !'·' .Ll---' ___ ~~~~'-~i~~~:~:~*I------..'"is"in"d'oiCOf-";o-te-ld'-,fT}y-p.ataff 16 Ga x 12M wide cont PL wi #10 TEK@12e. side (TYP) 137'-8 3/8 rI.,.. ====+:::;;;~lbf-~------------TA.TO .F SLTAL T ROOF "'P "~ ~ --'.."~..9, -3I=-:clc6c-V",--< TYP soW I I I I I (E)beam~ -.l .l BRACING BETWEEN wall per arch--~ • '" S"-t--f-UIJI TS3x3 brace, see 111S4.7 (N) roof beam ROOFS SCALE: 1"; 1'-0" TS braces 139'-51/2' T.O. STL. 5116 ~ Shear tab welded to pipe column wI 114" weld and bolts at beam per 41S4, 1 (typ.) I I M6x13 Centered on curtain waif wi coped web. Weld at flanges r-------3'-8"---------' WF Re: Plan 5/8" Puddle welds @12 (TYP) $ 137'-83/8 ROOF STEP AT 3,1/M-O.3 3.1 SCALE: 1"; 1'-0" L4x4x114 Cont, -_~ 5/8" puddle welds @12' 5116x3 Stiffener ~_+--t---bar@pest I----'"" locations ROOF STEP AT 0,3/3.1-4, 7 r 4 tQ3I SCALE: 1"-1'-0° 0::::::;:; r....5/8. puddle welds@12° S4.7 140'-69It6r1. I 1---------4'-11/2"--------+-----2'-2314°------1 T.O. STL@0.3V LL 4x3 1/2x3l8 51@!I'"2Puddlewe/ds l___ct1@3/8x3 Stiffener bar N/S & (2) .... ..-I... .-<j J~O 314" A325 3/8.3 Stiffeners F/S on 12· __ r-......... '" _ WI 't,:~;;;;;:;;:;;:;;:;;:;;:;;:;;:;;:;;:;;:;;:;;:;;:;;:;;:;::~~;:;;:;;:;;;;.;;;;;~t;:;~~~~~;:;;:;;:;;:;;;;;;:;;t:;;;:;;:;;:;;:;;:;;:;;;;;;~,.....t~....I.~LI.~'!E§.. Gage -may be field welded /'-'-q; ~@W12 Re: Plan cantilevered 114x2 Web stiff. ea side 1--_ ~V6x12 Blkg (TYP) afler boned connection _____ -1; 'Crl~~~-beyond stub column to support 1---t---::;:=-__ 5/8' puddle welds .... @12" See 51S4.3 Concrete slab See 91S4,3 concrete slab on metal deck, per plan MC18x42.7 Steel beam. Connect to adjacent (E) cone I----waff wi (2)-314' x 6" embed adhesive anchors into wall spaced 9-hOrizontally DECK STEP ATE CONC WALL L • ;'";. • ~ <0 --' 5116" stiff pl. E.S, (r,eld weld) bracing (E) stair core Embed pl. 1 per l1S4,2 x S" stl pi pipe col. per pian SCALE: 1"; 1'-0' ~~::.=:J1[-------/""'----------@--@Field weld = =V.'L..--i>++-TStopl +-_____ -11--_ 11+-(typ.) "i' ;.. PLAN E STAIR CORE ROOF SCALE: 1/2" = 1'-0' "". beyond 1T'v·PI--~_1 Cap PL 3/4x7 l/2xl4 , W14 at roof edge c_ ~OX~l Subframing @5'-0 o.c. Re: Plan r Curtain wall system wi slip conn. @top per curtain ,rn--VARIES 9'-4 1/8 at Grid OM' 7'-213116 at Grid "L.l' VARIES W6x12 Outrigger per plan (2) 314 A32S Staggered (beyond at beam seat) ~"" (TYP) WF Re: PI.n (Slc,pe,')~----=-~= W6x12 ConI. wi 5116 shear clip & (2) 314' A32S 518" 9'-1 1/2 at Grid "MO 7'-0 13/1 B al Grid 0L. 1" hf-------,,'-05/80---------1 2518·'~--+_+_---------------3'· ,0"--------------~ HSS16.4x5l16 Curb 5116x3 l/2x6 Gusset PL @18" D.C. L4x3x114 Angle or 3/16 1 112 HSS 11/2xl1/2x3l16@18° O,C. (In deck valleys) _ :Special1ty in terior partition wI slip track at boffom of deck Re: Arch 139'-2 T.O. CURB 5/8" Puddle welds ~-.. 12 (TYP@BEAM) 137'-83/8 T.O.S. Flat Roof I Ugh! gage soffil framing Re: Arch f-------3'-8·--------l 114 5' Roof beam, per plan Roof deck, weld to WT6's w15l8° puddle IVelds@12' M6's per plan, cope web at roof beam as req'd DRAG DIAPHRAGM CONNECTION SCALE: I "; 1'-0' T.O. STL. SLOPES 139'-111116' TO 138'-59116" ROOF STEP AT 3, 1/L-M CD L , SCALE: 1-= 1 '..() .. Masonry veneer remove and replace as req'd (2)L4x4.114 ~-518° puddle welds@12' Wl0beam C8x 11. 5 @+1-6' "---_-(E) C4xS.4 @2'-0 F. V. N ROOF TO E ROOF SCALE: 1'; 1'-0' wi (4) 314 A325 ~L4X4XI14Xl'-8" field weld to beam's web a n HSS 6x6x5l16 Stub COlumn ___ ~-___J I At 0.314.7 ~ I 7 ~ ~~ ~ , ~ flange (TYP) 3116 V 4 ~ r-@Bot of >---:-:-:-T7-~~ I L ....... V 3116 V 3 Column 114 V ~ "'-"'I'.-... II-,--+---'--"l , I " 3I8x3 Stiffener bar NIS 137'-83/8 ~ & (2) 3I8x3 Stiffeners ~?FfJ.hoOF ;;:O)t :p /L----r--FIS on 12' Gage -may '<;(II be field welded afler W21 Cantilevered out to bolted connection SUPPOriWI6~ @E jJ LL4.3 l /2x l3 wl ____ J~r "}, (4) 718 A325 we y W16 Re: Plan supponed from W21 @E :P ~j..---t-and cantilevered \--11 .... ,,1.,:::::::::::--1--, beyond to supporl I W14 at roof edge 135'-63/4 ~ B.D. STL AT CURTAIN WA:L SUPPORT C4XS.4@24"0.C:~ ~ Re: 11S4.6 ~11518' --( 7" Curtain waif system wi slip conn. @top per curtain MFR FOR BALANCE OF INFORMATION, SEE 41S4. 7 ---1'-4'--,---1 I ,j'/'--'-_ ROOF STEP AT 0,3/301-4,7 SCALE: 1°; 1'-0' § r 2'-7" 2'-03/8' i ------'" r--l'-O" ---' "-I 518" Puddle welds L4x4x114 Cont. T.O.S. VARIES 140'-6 9116 @O. 143'-45116@Q Ii> /,......... oS f I I t ,.--, Re: 51S4.6 -• <0 6" Stl st u: wall Where:? (Re: Arch) wi slip t rack or slip clip at top 16Ga x 1 wl#10 TEK @1 "wide ea sid ------ontPL (TYP) @12 r---J.. ,.--, , ,.--, ,.--, I H < 'tJ' WF Re: Plan (Slope ! 5/8" Puddle welds d) T.O.S. VARIES 140'-69116@0, 137'-813116@Q .. r r "'\ r \ '~~12 ~ "'\ W6x 12 B/ocking (TY P) ./< > Re: 51S4.6-1 V f"'" 114x2 Web Stiff. rea side beyond (TYP) (2) 314 A325 Stagge red (beyond at beam sea t) (TYP) ~WF Re: Plan (Slope d) ROOF STEP AT 3.1/0.3-0 SCALE: 1°; 1'-0' W6.120utriggerperp,n,, --.. LL 4x3 112x3l8 r-.,1(6)'-314" A32S (2) 314 A325 Staggered _"--I" at beam seat WF Re: Plan ITYP)----" L4.4.114 5/8" puddle welds @12" WT6.13 to 5116" ,I--"ne,ar clip supports wi (2) 314 A325 W6x12 Cont. wI 5/16 shear clip & (2)-314' A32S Shop 6~ cold formed steel stud ~--w/slip track at top ROOF EDGE A T 4. 7/L-M Shear lab to pipe (TYP) >-~-t--7--"""'" FB to pipe &. Tube (TYP) >-'1-'-4--'-r-~'" 5116" Shear tab connection at WF beyond. At W21, use knife PL & weld both sides as shown. 518~ Puddle welds @12·0,C. II Hold deck back l' from edge of flange SCALE: I"; 1'-0' @WHERE OCCURS $ 143'-71/2 FB 3I8x3x3 T&B Beyond Scribed 10 pipe col C4x5,4@24'O,C. bottom of tube stf to top of WF Pipe Column Beyond .r---::-=---rcr---{ Shop Or field, TYP T&B Shear tab beyond ll.....-IJ;f1'---5116x4 wi (3) 7/8' A32S r==~JI $ 139'-5112 114 WF at Columns beyond ...-----l ~ Re: Plan 8-wide curla;n wall system wI slip conn at top by curta in MFR $ 137'-6314 ROOF EDGE AT OCTAGON FOR BALANCE OF INFORMA TlON, SEE 2IS4.7 5/8" Puddle welds@12 at deck termjnations ----5116)(3 Stiffener bars @C4 locations and vertical tube rail terminations WFRe:Plan SCALE: 1"; 1'-0' @WHERE OCCURS I..LLI LJ $ 143'-7 112 HSS6x4x5l16 (TYP) @top Turn down and terminate onto WF @gap in parapet/skylights Re: Arch ~_C4xS.4 @24° O,C. beyond -------Pipe Column Beyond 0-=-,--r--< Shop or 114 laid 139'-5 112 T.O. STL WF Re: Plan support wi stiffenerl shear plate option ROOF EDGE AT OCTAGON SCALE: I "; 1'-0' Arch itectu ra I Group P,C, 406 South Hyland Paril Dr. SuheC Glenwood Spnngs. CO 81601 PhOne: (970) 945-40-40 dpadoog@qwest.net ....... " fI ~~H \-IV~ '% II ' ..~ fi. ~ \~'" .~;~ "-z o I-o«o (9 -oz --1 ::J CD Z o-~ >-1-<DC/) O:::Z wz::2: wO cn« cn« 0 1 0:::("') OW ->---C1/«) OI ICL Revisions ./..-' 5110110 Add #1 (Cloud only) /@6103110 Add #1 (Cloud & Label) 6123110 RF13-8 (Cloud & Label) 6129110 RFI 11-23 (Cloud & Label Ea Project Number 09269 Date 6/29110 Drawn B~ KJKlMCJ Checked By MCJ AQQroved B~ AG Sheet Number 84.7 ( 0 E F ~B'.j)' A\ ~ M Q R cr-r-~~+-±=!=.~. ~~==i==-;;==+==+I = 1 ==+=25'-O' ! t, 5'·9' 1L, 1~-3' ! 'I 'I I'" t-331' I I IJlO f\ r~.5 518' ~~I -----~~--=-~=tf i, i ii iii i i ii !i i ! !!I I ii t'-----------I---~, i i i i ii i !!! !! i ! ! 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RM. 1 T , 'v V'-\ ro , ~ ~ L> , /£ 6 -6111:.: -,,'V ':' :1 ~ 3: '600AS.F~Ol'NGD~N~~GRAVELB:D_ _ _ ,"", ~ ' A IQQ ~ r-l " l5S" -14' ", ~ 23'-4lf't-,~ I''''· ''' 'L jt~lI!!\!.R.:.~~jA! :::. _ ; Q; . ....:-. f-__ ;~~\_ ..>;. 1-{4 ~ 1'-'11 = L-...J ~~TEHOUSEKEE1NGPAD ~ ,Y'I' , ....-l ~Ql1IEMEf1l~ ----f---1--: ~ -J ~!i'\. ' _ r ~ 1'''J -......... u..' .. ~. '" '\~ ",;> \. U ~ -----H--tl3'3ti1O:B2·v :" ,. -------,' -__ I " ,_ = .. ~ ~ , . J ___ ''', _ ~ y /\ (:) ~ ~ f". ' = tlf" L... '. -q.. r--.! ITI~ ---T' --""~/\ ~J I ' ~" (:j I ~ I ~ /P I U", U U I ~ ,6 "1' ~ . \. ~ .1 ,-"-KW~;~~ /' < 1:l I \ EC lJlP;i1; , '-.... ' I /\ 1,/~ J , ---; /... 1 J1 I '" l/' l'' , .. jJ , · · -;r ,"l /. . , V"_ v : ' eAA'"'~ ,, : ">~ ."".'~"'\"l. '''===;r====I=I Un----lt !;~ I If.YOUT/SIIT1~rpO~ROOM ~ I E-, ..!;?,1Jl1 ",lQ/I..l c:::, ~ ~ I~ 110 IL . L!3. s, _ I __________ ____ -~ , ' II!:U I~ : .., ., , ::Utv. . ~~~r-~-.tHJ) .~-, -t-I I I' ;;: OMEN .~, I " . ". ,·n '" '" ,. , --~ C"'ID '"" ~,~ , ' . 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T.2 r1\ L . ~ ~tm=*--;:t----..~~.~ e","T RM i,~ .' "" · ""." . PRINT RM. .., m .. " '"... " ", ' c .1 I I ~ ~ ! ,d,f'3ZJ-.... UP ,hJ !ll ..... ------i<ir -I-~l ..1 . -10'·\031 r.u. to 'I I I 1/4' I [§] -+ STQfl8..GE ~ ., §il -.~ ~" ~GE ~ j,:3 , ' : . r _ _ ~ I ~ ~ 11'[] 1 ::; ENG. ARCHIVE ~ : I 115 I I I liS' L. b ::... ~~~ SYS. OP GRAPH S"S. OP TECH. . , ' -' DiD S" r , " 123 Lin' 'I I 122 I 'I 'I I I l :g ~M ~ 117 ! ~! " .) " ~ .,' b""" ~ STORAGE \EJ ~ WORK STATIONjs · 1 . :.. c ,'-1'-0'. 3518' 3518'· " 4g.s" ~ , __ --tf.-I~ _ _ ~_~ -'"7' I ,I D . [Jill , ~ ,1'·1' 35111"' ~ f-;;-;;;;-10'.9" .1'.j)' · i~ 5'.j)" ,·,3/4' ~ ~ .l. '1/~~lJ" "{jd , ' i ~ -+ STAIR . { 1 \ r--'·11518' 4'-6" _ :1" 01/2' _ _ _ f-'-""--..... ~ '" \ ' ~ , .-.II~ ..... 1W297 r<:"·'~ , --~------GI-S ::! ,'~ .m. Ii ,,, ~'I I'~(~ A~ ' _ -. ----H _~. ~~~iiiiiiiii-d~~~~~~~·~I~~~\ r 1 1"-7 ;rm;;' . ~:--: -, (1 717 r------t. ' ~ .. " l., m ' O' r ~ ~/;-... -I ~ ~ " ~/T· .. I'" i~ I'~~ , -bl----,--,-.6;. ,..'" .~ ,. 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L ~ qy M ~ ~ Y' " f.. ~ )r' \.').LiD . , '-..otw..__ "l,-7 • 2 ~(n ~" ~ \ Y L~.~ ~ ~ Q R , GROUND LEVEL PLAN 1/8"=1 '-on Arch itectu ral Group P.C. 406 South Hyland Par1c Dr. Suite C Glenwood Springs, CO 81601 Phone: (970) 945-4040 dpacoug@qwest,net v ~If r ~, ~ ~ (0-2 .\--I ~12;' Vp\<b -\ A. ~ {~ElO :~~ ti. 9Ib <v'c, i -tS('D c0~ AR ? z o -o~ o ~ (9 -oZ .....J :::J CO Z o ~ ~ (f) r--T'"' o <0 T'"' CO o "0 ~ o o U Revisions f)-100% Shell & Core 04/30/201 D Project Number 2DD9.04 Date 04/30/2010 Drawn B~ RHM/MSH Checked By A[>[>roved B~ Sheet Number A3.1 § @@I @, I, 1 I .---_._-----------------------.--.---------------------------------------.--------------! _ .. --------_ .. -------_ .•• ------;. _ .. ---_ .. _ .. ._-----.. _ ..... "._.;--._--_ .. ------------------, I I I i ! i I , 1 , , I -I 10 \ I r i ' l ' o"r' ; -I 6 \ 8".1· /( ,. 2'·5 5IB'~ __ ~1~43~c7~1~a~~Adi~J[~·~, ====~~.,:=~: =~~Sl;-~·~~=)====~r==\~=ST~5=J==~I------- --+~ TO.CMU -V ?~ ,I t • ....; i I ~ < 'i , 1'-'-.-+--:-------' ;.. , I I I I • : :----------. --------1 "'" < I I I ~7'\ I ! ~4~ WT6x13bracetoW8x18 f :r I I I I '84.5 /f wl(2)·3I4" dia. x 6 314· emb"" i ' ... I' " . T I into end of C~~/;:~' ~~~:~~ -1r, "'. ~ __ ~ _______________ L ___ ::~~~~?:i~;:~:~ ~~: ~ 0 ' ° .. ! .. I , ~ ~ i ~ I ~~~~~~,~~==~~~~6&~~~&R,8~~~8~& ~~, i&,i~ ~~.I~~~6 ~~&~B ~~~,&~~~&~~~~1~D~~-~~8~==~AT~~~A~,~~ ~~·~~~,~~~~&~~~&~I~~~~6~'&~8~~6~~i~~ , ' .. ' ~--------~~~~--~----f---------------_ho~~ -------------+----------1-~---------------------- ------~--------------_1--------~,~ I -r I : :y----~; ---.~------+--.j--i I I i ! i ~ I i ~,o ! i ~' ;;. I' I SII. pi 112· x 1'-6 ' I " I 1/2" x 2'-3~ and I 1 TSbraceperll IS5.6 -, '\ " , angles per3lS4.5 I : , I .........,4-_+-11 --~, ~ I ' , ' I y.:=<5-+Tj-ll , :. Ii; : I i I ; I I I I I I I 8X40 LINTEL: -Y I' !i 1 WI(2)·#5 CONT. I I I " T&B I ~ I I I . I RFI3-8 i I I I I ', I' ~ 'I ~~ 8X16JAMBWI#5~~ , /II LAP SPLlCE)----jf-'--t/EF. & EACH CELL iii I (40' LAP SPLICE) i i , , I I ~ , .-I 4 ~V \ 8X16 JAMB WI#5 '--EF. & EACH CELL (40' LAP SPLICE) {";\ ~S421 ui...lr-• .,. L+-+11 __ ~ ~ 0 I ° 0 '. 0 0 0 '1'0 .---O"---il--'l----=D---.--i0' --jH :' I ! · ~ , I 0 0 10/I 0 1/1 ~I ~I, --"-------rJ, ------------------------------.--S-tl p-I p-e-r 3-/S-4.5-ty-p,-~-----~~----~-----~--~----~~--~~~:s ~0_ =_=_=_=iC0 _=_=-_-=--_--=_-=--i0-C-_--=· .._ ·--=-=-=-'·s0 ~==~,D~ ===s0 ~==~I ~==~=0= ==ft'' lhl I !!: , -0 I! '-i I, I, I II I, -"-BRACE COL TO I I .!L I , CMU PER 41S4.5 " I Ii: TYP. I I i r/--I--+--....+.. ""~ I : ~--------T-i ---------;;, I i I , , I, I I i ~ 139'·4" I T.O. CMU I I ~ 126'·8' V T.O.SLAB I I I I I ! , I I 8X16 LINTEL ../' I I , W/(2)-#5 CONT.-, ! ~(2)-#5 (40' LAP I Typical CMU wal; VI rein': #5 vert@16" t I o.c. and (2)·#5 horz. \ in bond beams at I i I 48'o.c. i '*-~-+--+--~+-V-l! , , '----'~~-, I I I I r ---~~~~~r~l °~l -, ! , I 0 0 I Corner bars from Ii 7 ! concrete wall to --+-t CMuwalitomatch---+I-+--J· 4'-0' alf horz. reinf. t o I ,I , I, aX16 LINTEL I WI(2)-#5 CONT.--'-;"'_+--1 T&B I 2314" I ~, iI'---------" -'8'·4·~-----...,r j l-1-=::00>:==:-':::00=. ==. =::00=_= . .1 "00 1-_-. -._-._-_1~ , _. -l----"-o ____ ----'0'--_ ••• ° J , Ii, I I I~ aX64 LINTEL /.! I I , , : .j 4 \ S4.2 ..... r'" I b T&B I , I 1-6/8' aXIs JAMB WI#5 I /E.F. & EACH CELL -:--11 (40" LAP SPLICE) I WI(2)·#5 CONT..-//T&B & MID-DEPTH I aX16 JAMB W/#5 ----~-EF. & EACH CELL I (64" LAP SPLICE) , I, I, I, I , I, I 1 J<--3'-4 ' ,I I T I -' I 9 , I \ s3.2 1 ..... -, I 1 .r-----~ 7'·a· ~----__.t'+~.'-, I II I , r~ I i I , 1 I 0J I'?\ \S...3...2.. ! ~ I I @j, . ~'" ! I ra l , I ' I @~ 113'-4· \eJ A 100'-(}· V T.O. SLAB GRID K.9 MASONRY SHEAR WALL ELEVA nON SCALE: 318'= 1'-0' Architectural Group P,C, 406 South Hyland Palit Dr. SuteC Glenwood SprinQs. CO 61601 PhOne: (970) 945-4040 dpadolJg@qwest.net ........ ~ ~ ~o -G--, , I: o GO"'~ i \ -\ '%'!NLe'I ·· -/"-.. z o I-oo « <.9 -oz -.....J :::> CO z o ~ >-1-(!)(f) O:::Z wZ~ wO cn« cn« 0 1 o:::M OW ~~ OI I 0.. Revisions /' ../5110110 Add #1 (Cloud only) @6103110 Add #1 (Cloud & Label) 6123110 RFI 3·8 (Cloud & Label) 6129110 RF111 -23 (Cloud & Label Ea Project Number 09269 Date 6/29/10 Drawn B~ KJKlMCJ Checked B~ MCJ AQQroved B~ AG Sheet Number SS.2A ® , W16X3610ww~1 .-W6x9 on top I 3 , T ~ S5.3 /~ ,.,. I, I T WI6x57 I, I I , ).. , RF13-8 , , I I ,........,-____ Cofumn C I I per I/S4. 1 , H W8x48 Stub Col. , I, See 8/S4.5 W16x45 cantilevered \ I, I W12x19 (137'-8 318) W12x19 (137'-8 318) W16x45 (137'-8 318) 1. , I, I > , < , I T i'-C:MU Wall !, ,I , -W16x36 low wi ! I 3 , W6x9 on top \ ' ..S..5..3.. /I I > i-, i i , RF13-8 '" I i--l -W8x28 Stub CoI.-, j 15 \, W16x40 I S4.11 cantilevered \ , I T W16x36low wi W6x9 on top ..I RFI3-8 """-: '-W12x35 cantilevered ~ f7\ SIM. ~5rY r § I I ,, I I I I I I ,I I, I, i Tt t ,I W8x28 Hanging ~ ~ ...j Column o RF13-8 i , , I ; , .-I 13 S/M. S4.1'" f'?"1 -r 13 SIM. ~7J/~ I T + T i T T , T 1 .......... 'V ~ W16x45 ~ ( HS~OX6X3l80r Wl0X3~ wall. See 91S4.2 . T , at Contractor's option I" W16x67 r "-~-y 5116" stiff plele -, T eaChside~ 1. W16x45 (137'-8 318) io\o /' 1. '1>1. W12x14 (137'-8 318) 1. ; 6x45 (137'-8 318) WI Bx45 (137'-8 318) W16x36 , ? I ~ I , ! ,I I ! ,1 ~y L L ) < \ 1 , , , , I i , I I r > -I 13 \ S/M. : ( \~'" I 6 ~ ..-. v v v v v v v .-I 1 , ..S.5....3. ~ S4.1 ./-I 15 " , S4.1 1 I ";;'6x31 low wi ~ , connect W16x31 V . I > 1T3.O6'.-W41A1L4L" to W16x 36 at Sli~ -------: j W6x9 on top plate (extend as. , , 135'-10114" req'd) wl(4)-718" ~ /; T.O.BM. POCKET I bolts ~ /! RF'),-8-: ~ ~ Conc. stair wall ---ROOF FRAME CROSS SECTION A T GRID 3,1 SCALE: 318"= 1'-0" @i , "\ ) < J I Column cap pi /<) I, 112" x 10 112" ~ ~ 10112c Bear 1-+! -I~----------~~----------------------------r- --------------~-+~, +---7-Hr--~~ W16x36 wi W6x9 W6 on cap pl. , I ) , A. A A A 1 ----, I 6 I ,,JL.k ~~-4'-8"------.'/I /~ W16x67 SIopi7g , W8x28 Hanging I i W12x26 (140'-0 112") Column wi momen; ~ --I ~! connections at top r ---------, ;~ , ;,..-..+-" W12x14 (137'-8 318) I~ ! , W16x26 (137'·8 318) I j I 4 , , -S4.7/( ( ( ( > ( > ( > I I '-W16 Cont. , ,I i I W8 Moment /~olumn, see plan < ) W8x28 Moment __ ~/II column I I i I < i ) /W16X45 W14.seePJan~~~ ~ W120rW16 (137'-8318) I i W12x40 Cont.~-~ -.F-----...:...---r+T"""----------""""1L----------------------------- ------------------;;-------...,.~-------:::bJ I I-~ ! : j HSS10Xl0X318 V • ... ) . ...1 HSS10Xl0X5l8 --~ ( > r-RF112 .\'-' ---3'-8"--1--.1" 1 1 ) ~ I.A.. ~.A. ./, , --@-1'--4'-10 112" I HSS6X6X5I16 , stub col. \ , ! ---::::... ~~! .--:::: ! ;:::::--r : ~ . A'" , i i , , , L3x3x114 diagonal members typo 1 J ~ V , ... h ! ; , ... ...L ROOF TRUSS CROSS SECTION AT GRID 0.3 SCALE: 318"= 1'.0' MOMENT FRAME A T ROOF STEP SCALE: 318"= 1'-0' W14x48 TS4x4x114 stub col ~~ ~ ~ ~9:rmln. Step T.O. wall beyond .T ) I U u u" il II u u • ~ ) 6'-9" ) ) ~-~ ~-~-~ Architectural Group P.C. 406 South Hyland Park Or. SUltoC Glen ..... ood Springs, CO 81601 Phone: (970) 945-4040 dpcldoug@qwest.net .-........ /o--;-x!" -( I ,4 ~, \ II ~~ ~ %~~/(l" .. ~ --\ IAl't-y' /"-././z 0--f-0 0 « (!) -z 0 --l :::> ~ CO 0 c.o Z ~ 0 CO -0 f--C ~ ro L-0 >-f---0 (!)~ 0 C::::Z >. ~ 0> W-OO 8 z:2: ~N 0> " Q) CO "~ ci wO C>.L-"e en « wroQ. C!> ro en « oo3:(f) ~ => 0 1:) I oo ..c: -C 2 c:::: ('I') 00>0 :.c "~ () W L-.-0 -0: (f) OI 3: -0: >-"-« >.en C 0 ....J 0 I -en Q) 01'---:r:: Cl.. I ('I') (9 © Revisions 5110/10 Add #1 (Cloud only) 6/03/10 Add #1 (Cloud & Label) 6/23/10 RFI 3-8 (Cloud & Label) 6/29/10 RF111-23 (Cloud & Label Ea Proiect Number 09269 Date 6/29/10 Drawn B;t KJKlMCJ Checked B~ MCJ A~~roved B~ AG Sheet Number S5.3 -- ~ -----/------------------f-----------------------1-----V V -:;'\ -S54 L( "\ .J .... .... 5 \ S5.4 /~ ----FI r£.'Le::!,I 9~ ----R' ~'LeVeI--LOOSE LINTEL SCHEDULE LENGTH 0'-0" TO 4'-0 600S162-43 (16 GA. 6" 4'-0" TO 5'-9" C-Studs) @16" O.C.for wa lIs 5'-9" TO 7'-6" less Ihan 13'-10 tall and 12 7'-6" TO 9'-0" a.c. for walls less than 15' -3" /9'-0" TO 11'-0" 600T125-43 Top & Bottom track wl2-#IOSMS orO. 145" x 11/8" power actuet ed fasteners@12" O.C. plus add itional @stud pack as foHows: opening up t o 6'-4 additional 9'-6 additional 12'· 8 additional opening up to opening up to oor Level SIZE L3 112.3 112. 114 L4x 3112 x 114 LLV L5x3 112 x 5116 LLV L6 x 3112 x 5116 LLV Llx4x3/8LLV TYP. EXTERIOR STUD WALL NON-LOAD BEARING If 600S137-43 @-~(-~:;:...,.-il-j-~~--< outside faces 600T125-43 track, Typ. --__ -i/In lieu of welding, #10 SMS@6"may be used HEADER ASSEMBLY DETAIL SCALE: 1112"= 1'-0' , SCALE: 112' = 1'-0' V Extend webs ofbo head x beam erover kin g studs i<Jng Studs r r I~ ! I '--------I I I I I I In Ii eu of welding (4)-#10 S@each use SM stud -HEADER SUPPORT DETAIL SCALE: 1 112"= 1'-0' 139'-5 112" TO. SLAB 137'-8" T.O. SLAB 126'-8" T.O. SLAB •• •• • TS4.4x114 braces (typical) •• •• S/M. f-=---l 'I ' : "r. it' • ~~ : :, , :, ,; V" • 0 ••••••••••••••••••• " • __ .. 11 54.1 -.. -_. '''" .+ I , I i-t .' ----:• 1 ! .' \ , '' ,, \! '1 , \ , ' \ \ BRACED FRAME ON GRID I SCALE: 318"= 1'-0' ® 139'-5112' TO. SLAB 10 S4.1 126'-8" T.O. SLAB ., i 1 ' , .. ........ " ... .\ , TS4x4.114 braces (typical) \ ; ----.. J ------\. i _. ".• -t-··_---.. --"--.. ---_ .... __ ..... Remove braces after main level floor slab has been poured (this area only) BRACED FRAME ON GRID 1.1 SCALE: 318"= 1'-0' Arch itectu ra I Group PoCo 406 South Hyland Par1c. Dr Suite C Glenwood Springs, CO 81601 PhOne: (970) 945-4040 dpadoug@qwest.net /....... -I ~~ :G~;; " ~ \ ~ it~1 ~ ,I ~ ~ IP.~~ -\ ~~";;f"~ e'./'" I "-./...... Z 0 I--0 0 « (9 -Z 0 ---l ::l ..-(() 0 to Z ..-0 CO 0 I-"0 ~ CO '-0 >-eIn--0 (c:9:: -z >-0 -0) W -(/) 0 ~ C')C\I C') 0 Z N 0 ~CO c: "-W => « c: >-"QC. e (9 (f) W CO ro (f) « (/)~ en ~ => 0 U I (/).,C "0 .~ c::: C"") 0 C') 0 .c u ~ U W '-.-0 « en OI ~ « >-Cl. « >-CJ) c: 0 --l 0 I -OrC--J.) -Q) :r: a.. IC"") (9 @Revisions 5/10/10 Add #1 (Cloud only) 6/03/10 Add #1 (Cloud & Label) 6/23/10 RFI 3-8 (Cloud & Label) 6/29/10 RFI 11-23 (Cloud & Label Ea Project Number 09269 Date 6/29/10 Drawn By KJK1MCJ Checked By MCJ A21:2roved B~ AG SheeL Number S5.4 .. • • .. After beam is bolted to shear tab, field weld 3/16" plate to flanges and pipe column pI to pipe & >----.----r--E') WF (TYP) cant. pis Pipe column per plan /SII pi 1/2" x 4" x 4 314' T&B and scribed to col. 3/16" cont. sfl. pl. STEEL BEAM TO PIPE COL. CONN. SEE I/S5.2A T.O. TS SCALE: 1'= 1'·0' 5116" Shear lab welded 10 r.;:;... pipe column wi 114" weld ~, 7 ----and (3)-314" bans al beam -,,;1'-,---,--1------End of CMU wal!---~ TS12x2x l /4x3'-8" w/(3) -3/4 ' x 6 314" embed adhesive anchors PIPE COL. TO CMU WALL BRACING SCALE: 1"= 1'-0' St!. pl. 1/2" x 3' x 5 314" ~~;;;;;:t==t-314" exterior diameter 1 -threaded insert for "spider· ObI C8 curved beams SII. pi 3/4" x 2 112" x 3 518" ('''-L.:'--_.:...----:r--E.S. of Ihreaded Insert and , wl3/4" dia. bolt al purlin ~ Dbl C4 purlins __ _ ~ PLAN '" "Spider· glass support ~ and glass, by others-~::p,,===c:;:::;:=~ ___ -r-threaded insert for "spider" (Y) 314" exterior diameter S5II1.8 p" iE 3./S4." oxf l2h r1e/a2d' xe d3 _-1--=~'~==:;;~f==i/~_welded 10 112" pl. insert and welded to 112" ObI C4 purlins pi SII. pl. 112" x 3' x 5 314' --1--_ I-+---f----Obl C8 curved beams Sfl. pl. 318" x 3" x 7" -I;;;;;~='=~~~~t-o:::::::._ (2)-3/4" dia. carriage bolts welded to 112" pl. welded to channel on one ----4----side. curved bolt head on other (see arch for finish) TYP. PURLIN TO BEAM CONNECTION SCALE: 1"= 1'-0' @----TS edge beam---r---TS8x4 per 4IS5. 6 -jl--11----1. Steel beam, per plan --SII pll/2'xl0"xl1 w/(12)-3/4" dia studs /"--ObI channel curved beam Stl pl. 3/8" x 6" x 12' w/(2)-3I4" dia. bolls welded to plate & l-t-+--------spaced 3"0.c. ,--,-_ 112~ sfl pl. welded to curved channel 314" exlen·or diameter threaded insert for "spider" welded 10 318' & 1/2" sll pl. PLAN TS edge beBm ___ ---l. beyond -~.-.--. I I ' .. [:':::. "==:::Y':=~i SII pl. 3/8" x 6" x 12' w/botts Ihrough dbl C curved beam TS8x4 per 4IS5.6 -1---n--___ Steel beam, per F=!.= = > ' 0 plan ,-_1/2" sll pl. welded 10 curved channel tI~~~= Obi channel curved beam (2)-3/4" dia. carriage bolls welded to channal on one side, curved boff head on other (see arch for finish) CORNER OF CANOPY CONNECTION -. I • .... TS edge beam SCALE: 1"= 1'-0' ________ "Spider" glass support ~I . __ ......;:~ and glass. by others z-3/4 N exterior diameter , , ________ threaded insert for ·spider· ______ welded to 1/2" sfl pl. o Stl pl. 1/2' x 4" x 4" "'------welded to curved channel ~ SII pi 3/8" x 6" x 6" .... 1#==;====== welded 10 edge beam -Obi channel curved beam (2)-3/4" dia. carriage bolls welded to channel on one side, curved bolt head on other (see arch for finish) TYP. CURVED BM TO EDGE BM CONN. Stl pi 314' x 3" x 7 112" welded to edge beam bm to bm conn. per41S5.6, beyond Sfl beam wi 3/16" cont. plates at both flanges (see 10/S5.6) SCALE: 1"= 1'-0" "Spider" glass support ,r-~ and glass, by others [~ ~F~"","'IiIF="";;;"'== 314" exterior diameter po.+---111 m~~~O~b;;;;;;;;;;,-~=-lhreaded insert for "spider" I' welded to 314" sll pl. \ ~Dbl channel purfin \ (2)-314' dia. carriage bolts ~ welded to channel on one side, curved bolt head on other (see arch for finish) '----T/----( typ. 114 3-12 TYP, PURLIN TO EDGE BEAM CONN, SCALE: 1"= 1'-0' I 1-2 5/16" RF13-8 $ 126'-3 !li16 . •" • 5116"Sliffp!. ~ E S. w1114" weld TSW)(4x3IB (per plan) Stl pll/2'xlO"x11 w/(12)-3/4" dia studs welded to pI.te & sp.ced 3"o.c. ;,. ., 125'-11 "l" T.O. CANOPY STL . '" cut stud at TS beam 8nd weld to beam. TS edge beam, per plan. See 8/S5.6 for curved beam connection EDGE BEAM TO W.F. CONNECTION $ 126'-8 SCALE: 1"= 1'-0' ~ --,-.' 1-1 ---1'-81/4"----1 , '" • --+,'" '" $ 125'-11 5116" Stiff pl. S-+--E.5. w/114" l , '" cut stud at TS beam and weld to beam. weld TS8x4xl/4 (per plan)--~ ~ \ ""'-"-"-SII PII12'Xl0"Xl1 J wl(12)-3/4 " dia studs welded 10 plate & spaced 3~o.c. TS edge beam, per plan, sao BlS5.6 for curved beam connection EDGE BEAM TO W.F. CONNECTION o SCALE: 1"= 1'_0" t-..... ---------....... --... ""~~ -..... ~-. W12x14 10 S5.6 TS 10X4X3I8---"<. TS8X4Xl/4--';~~~~::----/"~ o I I .;. . ~ . '). TS8X4Xl14 V --. --------._ .. _-i ! i o S5.6 ----~--. ------_ .. ---'\<-.. --j----........ --.• -----...... --.. ..._ ----.. _. . _--_ ... _.. _ ....... ~ ~ ~ .l<-----6'-61/2"-----.,rL 1 I o ~_-Pipe column per plan _ 112" SII knife plale wl#3 clevis ___ -1" dia. rod wI turnbuckle sll pi 314" x 4' x 123/8" wl#3 clevis _3~---., field welded both sides to pur/in 318" x 4" lal! sll gussel pi (ES.) field welded 10 purlin --~ I """Y'"~~-~~'~~"~~~~~'~'"'""'""""""'""~'"'""C~"" ~fi~ 5116" stiff pi opposite .J-_ //". TS8x4 typ. \ field weld pI's I from top & .-/bottom flange to col. per 2IS4. 7 See 91S5.6 TS8x4 per plan see detail5lS5.6 for balance of connoction info 3/8" cont. pi welded 10 lOP and bottom flanges 1/4 D~GONALCANOPYBRACE SCALE: 112"~ 1'-0' I , ...... -.. ~ ... -..... " .............. --.......... _ ... " ...... " " .. " .. " .. _. --"----I I I I I I '-_ "',--___ 1' D/A ROD (2 PLACES TYP) ~ ~ WELD TS TO COL WI 16' ALL-AROUND WELD W16x3 ....... @----~------~~~~--------ENTRY CANOPY SCALE: 3/8"= 1'-0' 5' Arch itectu ra I Group P_C_ 406 South Hyland Pan.. Dr. Suite C Glenwood Springs, CO 61601 Phone: (970) 9454040 dpadoug@qwesl.ret z 0-I--0 0 <i (9 -Z 0 --I :::J ..-CO 0 to Z ..-0 CO -0 ~ "0 CO L-0 >-1-0 (9~ () O:::Z >, ~ w-(/) Z~ e'N 0> wO Q.) CO .C C>,L-cn<i WCOQ. cn<i (/)$:00 0 1 (/) ..c "0 o:::M 00>0 OW L-'-0 >-00 () I $: --l<i >,0> C OI -0> Q.) 01'---:co... IM<.9 Revisions 5/10/10 Add #1 (Cloud only) 0'" 0 N ci "e (:J Cii ~ 1") ~ .c ~ <l: <l: a. Cl @6/03110 Add #1 (Cloud & Label) 6/23/10 RFI 3-8 (Cloud & Label) 6/29/10 RF111-23 {Cloud & Label Ea Project Number 09269 Date 612~11Q Drawn B~ KJKlMCJ Checked B~ MCJ A~~roved B~ AG Sheet Number 55.6 -Iffll-----------------t---------lt----EM. SER. ~ MS REP. OFF. -~ -~------I IARrR WrKRM. 100 ----I, CS~F. l...122....I ILUNG/RATE [I§2J ---~-,j4, -*-----------M +---r_-r--+--~~r__r--r_----_r----_+--- -~~~~~----_r----------_r----r_----_+----174·~~8' --------+_--_+-----+--------------+_----+-------------~----+_--1_--------_+----------__+ I , I I I I I , , , , , -~ I I I I , , , , I I I I I I , , , , , I I I I I , , , , , I I I I I , , , , , I I I I I I , , , , I I I I I GIS' +-----13'1·1'-----_;<_-11)'·S 11;A16'lA--t-7'------_r--24'·6"-----_r----o/'-----_+---2S'·O' ----------_,f_-----t-----+ 2!;'·O'----------_,f_------'----2S'·I)' -----j------,f__--+-14'-6" ----.t'.'~--11'·10" ----->(-,' I I , , I, I I I I , , I I II , . FIRE , , , C~CO~F. I~. 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MANAGER ' <~Xl oo-+7'.~ns" 1'~~~~1 ED OFFICE --Wp-2-i=O-l --__1_ 2_11 J--It-__~ _ -_1_213 1_ _ 1~ --I 2~4_1 -t fl---_ 1_2_16 J _ -lftt-,,,,,---i ------t I I 3/8' , , ~ I t~e~ l~ , , I I 9:> , , I I , I ~~_ 1044 . FIRE EXTINGUISHER ' , 1044 DO.A1 FIRE EXTINGU ISHER ....... IH+~~ fi;~~._1_0 44 ~0_.C_1 ' S~M_'·_RE_C~S_SED_F'~E EXT 12'G UISHE~ CA_B_INf~T_ _____ _ ~ ____________ ___ -l--__ 1_0 44 DO_C._1 ._SEM_'.R_E~E_S_SED:'_RE 8 <t1":..'GU~SH_E:~_CA_BINET ~rwwt=-=-====i' I 7. I I I -f~J -~'-------~-~;_~C~----~----------~-- ---'! ~;;;;~~~~lj ----I "r EL 113'-4" I I I I , , liS OFFICES I ED Q.EELCES I ~ , ~ , , , JjrH----------~----------I---'. -------t-------ADM~1ICE! I, II , II II I I 1 1 I I ~11"1\..l .!; ~ ~r'<"" ~ , I II II II , I ' , I II I I I I I -!..Zw I 'I I ON UP STAIR ~ \ ----:t ~ Wall Type Key: Coraet. Metal SM, to B.O. Oed<1ng eMU Brick Veneer Wa. TBO by CNmer GIS' +-----13'1·1' -----+--1 O'·S 11A16'4'--1<-"-<----+--24'"," -----_r--~------+---:2S'·0"-----------)'-----+-----+25'·I)" ------------J'------+----25··I)'-----j-------J'-----t-·14'·-6"------+---11'·10" ---;.. +-----~-r--_f~~r,~-r--t_----~----_+----~t,~1_~----_r----------_r----r------t----174'·23/8"--------+---_4----_+--------------+-----~------------~----+----r--------_4----------~ § 1 SECOND LEVEL PLAN 1/8"=1'-()" I · . . I I,&,/( ?/! C====:l NORTH Architectural Group P.C. 406 South Hyland P8rk Or. Suite C Glenwood Springs, CO 81601 Phone: (970) 945-4040 dpadoug@qWCSI ,net v ----v:tri f P, (0 "-l~~ /~; '\ ~.Ie 0 '''''"' ~. '''-;: FI lD ~ B-W W-} .1:~ <vt ~ '\..,.,~D ARC'(\\\ /r-----z 0 -I-0 0 « (9 -z 0 -.....J :::> T""" CO 0 CD Z T""" 0 CO -0 I-"0 ~ CO '-0 I-0 C/) () Z ~ -(J)-~ C>N O'l '-CO C 0 0 ~ (]) "-0 C ~ '-N « ci: « W(J)CSO:Cc/.). " E' CJ I (J) ..c "0 11 ('I") o C> 0 " W '-'-0 ".~ C/) () I s: .<= Ie « ~O'> C « « I -0'> (]) Cl. 0,...... -0 0.. I ('I") (9 @Revisions 100% Shell and Core 0413012010 Project Number 2009.04 Date 04130/2010 Drawn B~ RHM/MSH Checked B~ A~~roved B~ Shee1 Number A3.2 D E I " PIl JRr.H' H PI JaCl::Lil.GElIlI :';V~I' ~DI(~:F§P~L~~H. -11001 ~ -11--10------------I ~ 'PURCH. WRKRM. I I ! -lARiD wrKRM.~ ~ ; 100 f I I !f PUR ~H _ ~II ~!'; 100 1 ~-----------t ~~~ I I I I I I I I I I I I I ~ 1 Wall Type Key: Concrete Melal SlOOs 10 B.O. Decl<ng CI.'IJ BRICK VENEER TENANT FINISH/IT PACKAGE THIRD LEVEL PLAN I · . @C:====::::I Architectural Group P.C. 406 South Hyland Parte; Dr. Suite C Glenwood Springs, CO 81601 Phone: (970) 945-4040 dpadoug@qwest.net ---~f ~ (0 -; c} f,X !/~9 'oA, 0 =t>A F/~D \-~ \~ ~5-." ·IL~ <,.,v ~ SeD ARC"r\0 /z o Io--o « (9 -oz -.....J ~ III Z o ~ 0::: IC-I) r-:::: --...-co o "'0 ~ o o o ~ >. en :2: e> C'\I 0> o_ cQ )C>O. "cC ........ W co c.. « en ~ CI) I en ..c "'0 C") 0 0> 0 W ~"-0 CI) OI ~ « >.0> c -0> Q) Ia .. 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THEN SCREW CAP ONTO PIPE STAND. _-!-_ SEAL ALL JOINTS WITH SILICONE CAULK, /" 1/2"'" DRILLED HOLE IN TWO INCH PIPE CAP SEAL ABOVE AND BELOW JAMB NUTS ~+-SLIDE PRE·FORMED TPO BOOT OVER THE PIPE AND WELD TO MEMBRANE FIELD SHEET .t::----t-2" DIAMETER STEEL PIPE COLUMN WELDED TO BASE PLATE 360" '-----'-.;::::.--3" X 6" X 1/4' STEEL BASE PLATE WELDED TO STRUCTURAL STEEL BEAMS BELOW STEEL DECK L ()'F DRAIN 3 FALL PROTECTION ANCHOR '-1 /2";;;; 1'-0" o ~ 2 ROOF DECK BELOW \ Q ~ I L_-·---~-----------"'c-SELF -CLDSING HINGES TOP & BDITOM ONE 4" X 3" LEAF DRILLED FOR SURFACE MOUNTING AND DNl 4" X 1-1/2" LEAF FOR YIELDED MOUNTING TO GATE ,.------+1-1/2" X 1-1/2" 14 GA TUBE STEEL FRAME SfT TOP ELEVATION 42" ABOVE THE ROOF ,...:o,..<;:C"----+_ 3/4" X 3/4" 14 GA TUBE STEEL BALUSTERS SPACE AT 6" ON CENTER TYPICAL ~ , 1-1/2" X 7" 14 GA Sv.1NG STOP 3" X 7" X 1-1 /2" '4 GA STEEL BOX WELDED INTO GATE FRAME MD'HiSED FOR 2-3/8" BACK-SET DEAD BOLT AND LATCHSET INSTALL DEADBDLT KEYED BOTH SIDES AND A PASSAGE SET. APPLY POWDER COAT PAINTING SYSTEM COLOR TO MATCH CAP FLASHINGS OCTAGON ACCESS GATE 3/4-= , '·0" 2-1/2 .. X 1/2" ARCHED HANDRAIL----t-----Ht-----='"'~;;.. RADIUS DETERMINED BY THE PARAPET WALL WIDTH 2-1/2" X 1/2" STIFFENER STRAP LENGTH EOUALS WALL WIDTH PLUS 1 ;>C''--' ---+------+--ll-----.-/1/4" TH CK DIAMOND DECK PLATE WELDED TO ST::EL ANGLES 24" WIDE BY WAil WIDTH PLUS 6" > , • ~" • .. ~ < , > .... ," ~ , 8-1/2" X 2-1/2" X 1/2" L SHAPED BRACKET WELDED TO STRINGER AT THE « . HEIGHT OF THE PARAPET CAP WOOD BLOCKING :,: .".. . ~~~" FIRST RUNG 12" ABOVE ROOF LINE ------jl--",,""""'--."', Yor NUMBER OF RUNGS DETERMINED BY PARAPET HEIGHT • ". .. ."'. ~ 1-1/2" X 1-1/2" X 1/4" STEEL ANGLE SPACED 3" ABOVE THE TOP OF T-tE----~;-;.;-....;;::~·:;..:".·::-'-> ----=~../PARAPET CAP FLASHING /FASCIA SYSTEM PROVIDE A TRAFFIC PAD AT THE FOOT OF THE LADDER TYPICAL PARAPET WALL CONSTRUCTION SHOWN SIMI-TRANSPARENT 10 ILLUSTRATE LADDER CONSTRUC nON BEYOND JUST BELOW THE CAP FLASHING • 8-"/2" X 2-1/2" X 1/2" L SHAPED BRACKET WELDED TO STRINGE , ~ 2-1 /2" X 1/2" STRINGERS SPACED AT 24" APART ~ TYPICAL RUNG 3/4" . COLD ROLLED STEEL SPACED AT 12" ON CENTER VERTICAL 8-1/2" X 2-1/2" X 1/2" L SHAPED BRACKET WELDED TO STRINGER CEN TERED----I----------//ON THE FIRST RUNG EACH SIDE. DR II 1/2" • HOLE FOR WALL ATTACHMENT 7 THE NUMBER OF RUNGS DETERMINED BY THE HE IG ~T , > FIRST RUNG 12" ABOVE ROOF LINE /OF T~E PARAPET ABOVE THE ROOF AT THE WALL LINE '---------/~~---------''''--''.----PROVIDE A TRAFFIC PAD AT TH[ FOOT 0, THE LADD[R -+-I Horizontal Solar Scre<n ~ Below RIBBED I CI 1:12 : I I I I I -: .. : : 1 ~"\ ( 4 ACCESS LADDER ISOMETRIC 3/4' = 1 '·0' @ROOF LEVEL PLAN NORTH Architectural Group P.C. 406 South Hyland Part Dr. Stile C Glenwood Springs, CO 81601 Phone: (970) 945-4040 dpadoug@qwest.net v -.... ~ f,G 0 ri ~~ I~ V 'lif'b '\ ~: :fFr' LD ~~('l"''1/1 4.1 ~ ~ J-> \,"; ~<",.CJ " S(D ARCy,\ /-...... z 0 I--0 0 « (!) -z 0 -....J ::::> ...-III 0 to Z ...-0 CO 0 I-"'0 ~ Ctl s... 0 I--Cf) 0 -0 Z >-~ -(J) :2: O)N 0) 0 0 s... CO C ~ Q) ,-0 C >-s... N « WCtlQ. "c: « (J)::Cf) E' (!) I (J) ..c "'0 'iii C"') ~ 00)0 1") W s... .-0 2 OI :: :.c Cf) ~ « >-0') C <( ~ I -0') Q) a I"--0 0... IC"')(!) @Revisions 100% Shell and Core 0413012010 Project Number 2009.04 Date 0413012010 Drawn B~ Checked B~ A~~roved B~ Sheet Number A3.4 Code review for : Project rd . : HoI Cross Admin AddW.y-8~ Page # 40 ~AZ~ REg~IREMENTS All zing inlhazardous ations is required t o be of safety J.azi.ng..ma t,e tia·l e c . 2 4 0 6 . 1 Locations : Sec . 2406 . 3 1 . Glazing in swinging doors except jalousies . 2 . Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies . 3 . Glazing in storm doors . 4. Glazing in all unframed swinging doors . 5. Glazing in doors and enclosures for hot tubs , whirlpools , saunas , steam rooms , bathtubs and showers . Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface . 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the wa lking surface . Exception : Panels where there is an intervening wall or other permanent barrier between the door and glazing . 7. Glazing in an individual fixed or operable panel , other than those locations described in items 5 and 6 above , than meets all of the following conditions: 7 . 1 Exposed area of an individual pane greater than 9 square feet. 7 . 2 Exposed bottom edge less than 18 inches above the floor. 7 . 3 Exposed top edge greater than 36 inches above the floor . 7 . 4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing . See Exceptions . 8 . Glazing in guards and railings regardless of the area or height above a walking surface . 9. Glazi ng in walls and fences enclosing indoor and outdoor swimming pools , hot tubs and spas where all of the following are present: 9 . 1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9 . 2 The glazing is within 60 inches of the water ' s edge . 10. Glazing adjacent to stairways , landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11 . Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions . Page # 39 Code r eview for : Pro jec t Id.: Holy Cross Admin Ad ~w y-if2-..... _~ ATRIUM REQUIREMENT ~-. sprlnkler system is required --Sec . 404.3 Exception 1 Areas separated by a two hour fire barrier . Exception 2 Ceiling of the atrium more than 55 feet above the floor 2. A smoke control system shall be installed in accordance with Section 909. --Sec . 404 . 4 A firefighter ' s control panel shall be provided in the fire command center . --Sec . 909 . 16 The smoke control system shall be tested . --Sec. 909 . 18 3 . Atrium spaces shall be separated from adjacent spaces by a 1 hour fire barrier wall . --Sec . 404 . 5 Exception 1 : A glass wall forming a smoke partition where automatic sprinklers are spaced 6 feet or less along both sides of the separation wall or on the room side only if there is not a walkway on the atrium side . Glass shall be installed either in a gasketed frame . Exception 2: A glass-block wall assembly in accordance with Section 2110 and having a 3! 4-hour fire protection rating. Exception 3 : The adjacent spaces of any 3 floors of the atrium shall not be required to be separated from the atrium where such spaces are included in computing the atrium volume for the des i gn of the smoke control system . 5. Equipment required to provide smoke control shall be connected to a standby power system in accordance with Sections 909.11. --Sec. 404.6 6. The interior finish of walls and ceilings of the atrium shall not be less than Class B with no reduction i n the class for the sprinkler system . --Sec . 404 . 7