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OFFICE J 208 I ~\: ..:..@-.; -; c. 17'-4SS J OFFICE / J 2f11 l.h ACT 'f EL 8'-0. 51 F----,--{ CIPY \ , 210 I - >r I , tlil/\] -~;~~ : "I 1:::'/ ~ <q~~-I~ ~~ ~ EXlSl1NG ACOUSllCAL TILE CEILING IS TO REMAIN. ALL DUFfSERS. UGHTlNG & ARE SUPPRESSION SYSTEMS ARE TO REMAIN AT PRESENl LOCATIONS UNLESS NOlED BY lHE MECHANICAL ENGINEER. (nPICAl AT SECOND LEVEL). '" \V~'J ..~ v OFReE 1 211 I ~ l,. ~ _.J L _ - -U . .hACT'A ~ orner I 226 I . ...h. ACT 'rEL 11-0" 51 OFfICE J 225 ~ I~CEI ~ACT I A ~ \ \ OFFICE f206 _/\ .~-------- , .h AClA ~ ... ~ / ~ ~ACT A 'rEL B'-O"~ ~ rt-~,,-- _ omCE I ~ t 227 I I.L a=FlCE l 228 I s OFFICE ~ 221 I OFF1CE , 20S I ~ - n- Il II II Il!:::__ _ 1.:_ --- [J C ORR. r 201 1 OFFICE I 212 I I to <( JANITOR '/ a..OSET I 201 I I _ ~J7. ~-ACT- ~,,~~~ EL ai-a" 51 J "'---,~'w':S; ''''~l j'~':-<"-'~>'''<''.l II: ~ lOBBY -. .. <;:~ 12001 I JI I ~ . ~ 52 : ~~~ ~~~~ ./ .... ....J 1 '/ I OPENING lHRU SECOND -] \ ~ FLOOR & 60"Lx16"W UP L -:~t!~iu~: \~ UN: Of ROOF BELOW SWING OUT -.d!:I E:;:r OFFlCE 12241< OFFICE ~(f;l J...A~T r ~S1 1 .' :-:.:-...~@ 1/1"- 'rEL 81-0"'-;1' ~ l'I SHIPS LADDER 52 UP 14 t TO ROOF r '--PROPOSED LOCA llON OF 44wlx4O"W DUCT' SHAFT -.. OPENING THRU ROOf I "J ON 20 R. ... STAIR ~.. 229 ~. i. OFFICE I 204 I , SECOND FLOOR PLAN KEY NOTES PROPOSED LOCA]ON OF 24.L.x24.W DUCT SHAFT OPENING THRU SECOND /" FLOOR & 50"Lx24I1W UP ( 2 "\.. THRU THE ROOF QV - .... -..;j- I f3' ~ f3\ SECOND FLOOR ~ 1/8" = 1'-0. BP-02 5,500 SJ. o o NEW VERTICAL SHAfTS TO BE NON-RATED AND CONSTRUCTED OF 3i.STEEL STUDS WITH ~.. FIRECODE DRYWALL TO THE OUTSIDE. NOTE A REMOVALBE ACCESS PANEL IS TO BE PROVIDED AT EACH SHAFT LOCATION TO ACCESS THE FIREDAMPER AT EACH FLOOR TO CEILING PENETRATION. SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR SIZE AND LOCATIONS OF FIREDAMPERS. FINISH WALLS TO MATCH ADJACENT WALL FINISHES. EXISTING ACOUSTICAL TILE CEILING TO BE SALVAGED AND REINSTALLED ONCE MECHANICAL WORK HAS BEEN COMPLETED. ALL EXISTING DIFFUSERS. L1GHTINGt & FIRE SUPPRESSION SYSTEMS ARE TO REMAIN AT PRESENT LOCATIONS. UNLESS NOTED BY THE MECHANICAL &: ELECTRICAL ENGINEERS. 61..'9" 1(2) l' -11'2)1 u 2 1sZJl- II GUARD ~rL TO EXTEND A Nt IMUM OF 6'-(Z>"6EYOND THE FA Of ALL EQUIP. MOUNTED WITHIN 6'-IZ>IIOR ROOF EDGE $ hl-9" ~ .. fi: .. .. ,,," .. : [' ......... ........... ... ... ..... ..... .......... ... ......... ... ........ ...............Z~::J:;..":.::::}: .. ..... , ',,' ... .... ... ..... .... ..... .................... ...... ..r............. ....... ... ... ..... .... ...... j 1 L/ , i ~ ~lup'R r----l ~ ~ ~'-"1 ~ . ;~ E':7L<e> ~~ :,,'~~ ................................................................................... ....................... L_,,_,~~::-.:...; :: ~ ~ i-;~.:............J'.! i ~ ::_ ~Lj/i i : i...J y.,c,~=j l ~ \ \.."<..--._..--.,,'~--~:....../ ./ I i \ .,..."L...._..J../// i_....u..u.~~u--.u.-l......... ........................... .... .. ... ........ ........ j t,,!.iPLl"'/ '''4~:6'1l '-r........... ....... .' .......r. ....... ... rl................;. '"r''' ... . r" ..... ........ ... ............ ..~. .....................................r.. "'\1 000 . ' .........., ....... ."."...... _-It...... .........0-............ .....1'.... ............. ............. .......... ........~... ROOF PLAN 1/88 = f -0. X-ROOF ROOF PLAN KEY NOTES o o EXISTING ROOF IS TO EXTEND UNDERNEATH THE NEW AIR HANDLER UNIT WITH A MINIMUM DISTANCE OF 2411 BElWEEN THE ROOF DECKING AND UNDERSIDE OF THE UNIT. SEE STRUCTURAL DRAWINGS. ALL ROOF PENETRATIONS MUST BE FLASHED. COUNTER FLASHED AND SEALED WATER TIGHT. SEE MECHANICAL DRAWINGS FOR ROOF PENETRATON DETAILS &: MEMBRANE DETAILS. NEW STEEL TUBE GUARD RAIL FASTENED TO STRl!CTURAL STEEL BEAMS. RAILING TO EXTEND A MINIMUM OF 5'-0'" PAST EQUIPMENT THAT IS LESS THAN 6'-0" FROM THE ROOF EDGE. SEE STRUCTURAL DRAWINGS. FIELD VERIFY EXACT SIZE REQUIRED ONCE MECHANICAL EQUIPMENT IS IN PLACE. PAINT GAURD RAIL ASSEMBLY TO MATCH PAINT AT METAL ROOF EDGE COPING/FASCIA. EXISTING MECHANICAL EQUIPMENT TO BE REMOVED, SEE MECHANICAL DRAWINGS. NOTE THE EXISTING MECHANICAL EQUIPMENT IS TO REMAIN OPERATIONAL UNTIL ALL PHASES OF MECHANICAL RENOVATION ARE COMPLETEt SEE MECHANICAL SPECIFICATIONS FOR SCOPE. AND PHASING OF WORK. NEW MECHANICAL EQUIPMENT TO BE INSTALLED, SEE MECHANICAL DRAWINGS. NOTE: ALL NEW ROOF TOP MECHANICAL EQUIPMENT & DUCT WORK IS TO BE PAINTED TO MATCH EXISTING METAL ROOF EDGE COPING/FASCIA. .~ <e> o EXISTING ROOF HATCH TO REMAIN. EXISTING ROOF IS TO BE PATCHED AND SEALED WATER TIGHT WHEN REMOVING EXISTING EQUIPMENT (TYPICAL ALL LOCATIONS). ROOF TOP CATWALK TO ACCESS MECHANICAL EQUIPMENT. 1-1/2"" DIA. GALVANIZED METAL PIPE GUARD RAILING. 1219 GALVANIZED METAL STRINGERS. 9""x1-1/2" GALVANIZED METAL TREADS, INSTALL THE (3) STAIR WALK BETWEEN ROOF VENTS. COORDINATE & FIELD VERIFY WITH THE MECHANICAL CONTRACTOR FOR EXACT DIMENSIONS & LOCATION PRIOR TO CONSTRUCTION, SEE STRUCTURAL FOR SUPPORT AND ROOF PENETRATION DETAILS. PAINT STAIR ASSEMBLY TO MATCH METAL ROOF EDGE AT THE EXISTING COPING & FASCIA DETAIL o ~ 'b r.o - ....- I 10 I b ..- -.q.. I = EX) I a .....- =.q.- 1 ;I o;;;t' Co I b ...- KITCHENETTE I 006 I ~:~-7" ~) U - r I n I .I.. TEXTURE~ I 'f' EL g' -6~ I I I ~ .-. >-1 1~1 I I U L -;J-iH- - - - - ->- - -- I~- lOr .. .... PROPOSED LOCAllON OF 'vr-". UP 20 R. . PROPOSED ALTERNATE _~ 1S-Lx16.W DUCT SHAFT I ~ J:D ~~~~OJ:,~N~~~"~~~& ~OP~~NG TI-lRU SECOND ..I~..;o' OFFla ~ FLOOR:~.~nA.. A. ." ........; 1 ~,018 ~ .h' 000 f1 F2 H" f3 )( f4) '":~.~~?'11 ,..;, 'f' EL T _ 7" ........ -,..' 1= no .... ENlRY '=' --- I ? cgJ ...~~~~~~~ ;.. ~ r ~~ v' N FIRST FLOOR PLAN KEY NOTES . lEU..ER J 005 I 11=1 11= ; 0041 I:::: :: 2'-0" 1'-4" ~ ~V ~ \!V co ...-- CD ..,q. I 1x> 1 'b ...- -.q.. I = IX) I b ..- -:..t-. I ~ I Co o o 3D' -511 a. - 3" l' -3" l. 1 1'-4" l. 55'-3111 2 NOlES: CONTRACTOR TO FlELD VERIFY THE fOlLOWING. 1). CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONAL INFORMA liON PERTINENT TO THE RESPECTIVE 'TRADES. 2). THE SlRUCTURAL ENGINEER IS TO AELD VERIFY THE SIZE AND LOCAllON OF EXlSllNG SlRUClURAL ELEMENTS WHEN RE- DESIGNING TO ACCOMODA TE ADDITIONAL LOADS, 3. lME AClUAL CONSTRUCTION OF All WALLS, CElUNG, Be ROOF ASSEM3UES ARE DRAWN BASED ON OBSERVA1l0N ONLY. ACTUAL ASSEMBUES MUST BE FIELD VERIfiED WHEN PERllNENT TO THE REMODEUNG Of THE EXlSllNG BUILDING. ~ -' ~ , _0'" L. 1 $ PROPOSED LOCATION OF 64-L x26"W DUCT SHAFT OPENING lHRU SECOND FLOOR ,.............""............-o,_..._................!h......._..........................___..~ . . . . _i~ ~ ~ / VAULT ~I AREA ~"f I em I ! 7 ~L__,_._ ~ ~RNSH FB ~ ~. VERI (19 1111 ~f\. Ii CI ~/"O~ .. it :I: co I i-rJ ~ I N I:::: ~:: +~ UP · ~( t" ~ ~ ; ~\ \t) PROPOSED LOCA llON OF 60"Lx24.W DUCl SHAFT OPENING THRU SECOND FLOOR OFRCE I 010 I 0' .::;............ - , STAIR 011I1 BAlH I 009 I ~ ~ ":;.,;>>:0:'. ~..-:S: [N IE R t[] ;,; - ~~.. ~..-..;:.o:: ....... F6 1.V\ l ~ ,or;fE1 .Y ~ WOOD Fl EXISllNG WOOD CEIUNG IS /: 'f' EL 7'-7" TO BE TAKEN DOWN AND I SALVAGED WHEN POSSIBLE. REINSTALL EXIS]NG WOOD I CEIUNG AND NEW CElUNG ~ TO MATCH EXISl1NG ONCE I MECHANICAL WORK IS COMPLETED, (TYPICAL). I I I Al TERNA TE NO.4: REPLACE --1 EXISTING WOOD CEIUNG I WITH 24Dx 24" LAY-IN ACOUSTICAL TILE CEILINGS. I ADD NEW UGHT FIXTURES TO FIT THE GRIDS IN ALL I AREAS WHERE THE. WOOD CEILING IS REQUIRED TO BE ~ REMOVED, - - -I-- - - - - J ]L ~ ::::.~) I \ F6 "- - - PROPOSED LOCATION OF 42"Lx18"W DUCT SHAFT OPENING ~ TEXTURE 'fEL 9'-6" F5 F2 F3 F4 I u n u ~ n ~-=-:=.-~ II / II II II II II , II ~===---.::::::t u OFFICE I 012 I '; r 74'-3~ n 20' 1 f' .~ LOBBY 1001 I , OFFICE I 015 I c:1' V OFFICE ~ 014 I i '..~~1 <:I>-- F6 ~ . '-PROPOSED LOCATION OF <<"Lx3D"W DUCT SHAFT OPENING THRU SECOND FLOOR ~ 24'_6" 14' -0" 5'-0" 8' -11" 12' -0" 34'-1" 1'-4" l' -4" f2'\... 1'-4" Q;/ (2\.. FIRST FLOOR \V 1/8" = "-0. BP-01 5,500 S.F. f3~ ~ <E> o ~ EXISTING TONGUE AND GROOVE WOOD CEILING IS TO BE TAKEN DOWN AND SALVAGED FOR RE -INSTALLATION. ONCE THE MECHANICAL WORK IS COMPLETE THE EXISTING T&GWOOD CEILING PANELS ARE TO BE REINSTALLED. ALL DAMAGED WOOD CEILING PANELS ARE TO BE REPLACED WITH WOOD CEILING PANELING TO MATCH EXISTING. IN ADDITION TO ALTERNATE NO. 41 INSTALL NE\.I 24'x24' LIGHT FIXTURES TO MATCH NEW' CEILING GRID. SEE ELECTRICAL PLAN 8c SPECIFICATIONS FOR TYPE & LOCATION OF NEW LIGHT FIXTURES. IN ADDITION TO ALTERNATE NO. 4= INSTALL NE\.I DIFFUSERS TO MATCH 24'x 24' ACOUSTICAL GRID LAY-OUT, EXISTING GYPSUM BOARD CEILING TO REMAIN ALTERNATE NO.4: REPLACE EXISTING WOOD PANEL CEILING WITH 24nx24" LAY-IN ACOUSTICAL TILE CEILING. NOTE THE CEILING MAY BE REQUIRED TO BE RE-INSTALLED SEVERAL TIMES TO ACCOMODATE THE PAHASING OF THE MECHANICAL WORK. SEE ARCHITECTURAL GENERAL NOTES AND MECHANICAL .~. SPECIFICATIONS & DRAWINGS FOR PHASING OF WORK. ACOUSTICAL TILE r 2 '\... SYSTEM TO BE USG-SANDRIFT TEXTURE. SHADOWLlNE TAPERED (STL). Q,rT COLOR-WHITE, WITH WHITE-DXL GRID. ~ 1 ' - 2" t- 'j o ~ ALTERNATE: INSTALL A SHIPS LADDER & CATWALK SYSTEM OVER THE TOP OF THE MECHANICAL EQUIPMENT, SEE STRUCTURAL DRAWINGS FOR SIZE AND LOCATION OF NEW STEEL BEAMS D COLUMN EXTENSIQ . WHERE NEW AIR HANDLING & DUCT WORK EQUIPMENT IS 0 BE INSTALLEDt PULL BACK EXISTING ROOF BALLAST. PROVIDE TEMPORARY PROTECTION & WALKWAY COVERING. UPON COMPLETION OF WORK REMOVE TEMPORARY COVERING/PROTECTION AND RESPREAD BALLAST, ~ ROOFING: OBTAIN APPROVAL OF MANUFACTURER OF ROOFING MATERIAL & ~ MEMBRANE FOR ROOFING MODIFICATIONS PRIOR TO COMMENCING WORK. CONTRACTOR IS TO INSURE THAT EXISTING WARRANTEE'S ARE NOT VOIDED WHEN MODlFYNG EXISTING ROOF MEMBRANE. o o ~ ~V I~ - ... I = CCI I b ...... ~ I = 00 I b ...... ~ I ;I 00 .0 ..- ~ I ll: CCI I b ..- :I: 00 1 b ...... ',,; ~ (0 ~ ~ I ..- .. ~~\O .;~~ ~ <3T~lO ~ ~/~M-o ~u~ ~ ~f~ ~ ~ ;,.. I EXISTING UNFINISHED CONCRETE CEILING TO REMAIN. ~,D I ~eo' feeL- ry 15.3.1. \ 96' -01" 2 1'-2" t.. L. I STORAGE I 007 I '- STAIR -' -->~ 008 '-" /"1'--.. 1. ~ ./ PROPOSED LOCA llON OF ~ i ~ 60"lx16.W DUCT SHAFT L....J OPENING THRU ARST FLOOR a::: co .- ~EXPOSED 'f' EL gl -4" 1 ' 513ft 1 - 16 L. L , , I I' I I C-~""""""""i 13-- --t - ....... ........... 1 '-- PROPOSE:D LOCA liON RELOCA 1t DOOR ~ E: OF 42"Lxl BnW DUCT OPENING TO ADJACENT \J SHAFT OPENING THRU WALL-CLOSE & FIRST FLOOR REFINISH EXIS]NG WALL TO MATCH EXISTING A NEW DOOR & FRAME ~EQUIRED. D.. ::;) ~i~ :"-....~+., ...r", B~ 1H """'/ I 0 0 II 81 BAlH CX8 J[} {~~ ....x~l ...~_~""-o ........ I:!:J .... \J..... ....~. ~.....) ~,...t....... ~ '.,. ... .,~} CONFERENCE ~ 011 I t~) 'vJ.:.., ....l...o-- ~ ......... /" .~ -+ACT EL 8' -01' 82 _~ACT 'i'" EL 81-0. BREAK ROOM <\ , 006 I . S STORAGE ~ACT J 005 I 'f'EL a'-o" 82 'J ~ r .. --M-- 6' -0" -+ACT EL .8'-0" CONFERENCE I 015 I - CORR. 0011 T , I I I ~----~~- ttn . III .... (Rr\'LJ ~ ",""', E A 1H .<...J 014 B1 ~ EXPOSED 'rEL 91-41' ~ACT EL 8'-0" STORAGE I aM , - -- ~ ~ EXPOSED UnUTY '"rEL 91-411 I em. I ~ Z~ - ~ EXPO SED LOBBY 'r EL 9 -4 n I 000 I :-.......-....-......"" . , i I - .\7 ~ m ~ 5'r ...~;~ ;;;K' ~. - ,... STOR ,GE ST UR' r 01. - 016 -I - '~EXPOc ED / "-: 'fa 9'..4" \.. ~PROPOSED LOCATION OF 44.Lx20.W DUCT SHAFT OPENING THRU FIRST FLOOR cgj MEDi. I 002 t BASEMENT FLOOR KEY NOTES r2~ ~ (3~ W (1\ BASEMENT FLOOR C!2) 1/8. = 1'-0. BP-OO' PATCH EXPLORATORY. HOLES IN SHEET ROCK OF WRAPPED STEEL COLUMNS AT THE LOWER LEVEL BASEMENT WITH GYPSUM BOARD TO MATCH EXISTING. BASEMENT CEILING TO REMAIN AS IS UNFINISHED. NOTE EXISTING ACOUSTICAL TILE CEILINGS HAVE BEEN REMOVED~ REPLACEMENT IS N.I.C. A..lL 'DLlc-Te-D Sl/5TEfI^.- f(. 1\ . {. 5. R · ~ () ElttruJ A ~ t2- ~pf\ee;.; N-L uJ; RES"" I tMue-<> 1 t.3wllH'..lJ fI ... I~ n ~, I NO,..J C1!!J.Jl.A i!.lA ~r iB l. €"" ..L- c-r;c rrFAU&'JJ~ 10 ~E :PloJu"" IlA-TED ~O (!,c w-. r 0 ~ &JI ::. I "" t ~. -- D 11I""-" ~ P/LoJ,'PG l3N-ATJc.t: fe-r,rGl @ (a(LPR...\~fL ~ ~A-~ /i,JspBQ:io;:J. ~TH S'''IJ'Es 'OF Uf\JIT lfn-~. ~of-u.r-fa 1>~ft~~ ~ .... ...... n I ...... OJ LO N I .,.- *: ~ l(~ ,wH~ fLLl! fttJo ~ ~,~ SIF / ~~f6"?2S :5~1-cfbWtJ wi DfTCCTDL5 ~~ft,5 ~",Je- o~ wrL-l- M,'JAre ... ('oJ I ~ ~(2.0~~d 4-- ~l~. Client r....... ............. ......... ... MICHAUD ....... . . '" ~..j (OOLEY ....:0... . . . L..~ ERICKSON ... ENGINEERING SOLUTIONS 1200 METROPOUTAN CENTRE 333 SOUTH SEVENTH STREET tAINNEAPOUS. tAN 55402 FAX: 612-339-8354 TEL: 612-339-4941 Consultants JEISIG lBLNBSS SWENSON GRAHA~ AR.CHITECTS INC. 700 nirrl Sbeet SmftIJ ~$MN 55415 PIunre 6121339-5508 Rw 612/339-5382 lfiDneapofuJ DallBB Phoenix I hereby certify that this plan, specification, or report was prepared by me or under m: direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of MINNESOTA Date: 4/14/03 Reg. No. Date 4/14/03 Drawn GG Comm. No. WFC00105 Checked GG Issued for Item Date ISSUED fOR CONTSTRUCTION 1 ADDENDUM '1 4/14/03 4/23/03 Project WELLS FARGO PRIOR LAKE Drawing Title RENOVATION PLANS Drawing No. A1 ~: ^ ."" B tl e 1 102'-61" 2 OFFlCE , 208 I OFFlCE I 218 I ~.2'"~~'''.''''''' ......~...........~~ ~.........~........... .......~........!'. OFACE J 217 I 17'-4tt OFFICE I 207 I ca'Y ~ 210 I OFFICE J 211 I BATH I 215 I OFFlCE I 226 I OFFlCE I 225 I OFFICE I 205 I CORR. I 2m I OFFICE I 227 I II II II L~__ _ [] CFRCE I 212 I D Ia::Et OFFICE f 204 I LOBBY ~ 200 , I I I L___________________ & 1~11...1l2)11l 2 $ 61...9" . , .........................................-..................--......-...-....-......................-........................ .......-..........................~....................._.. & OFFICE I 218 ~ OFf1CE I 219 , OFFICE [ 220 I OFf1CE I 221 I OFFICE t 224 I DEBCE r rm OFFICE I 2Z3 I SECOND FLOOR 1/BII = 1 t -0. BP-02 51500 5.r. bl-9" o T............-.r~r i : rL....r..~>71 ROOF PLAN 1/8" = 1'-0. X-ROOF NOlES: CONTRACTOR TO AELD VERIfY THE fOllOWING. 1). CONTRACTOR IS TO FIElD VERIfY ALL DIMENSIONAL INFORMATION PERTINENT TO THE RESPECllVE lRADES. 2). lHE STRUCTURAL ENGINEER IS TO AELD VERIFY lHE SIZE AND LOCATION OF EXISTING STRUCTURAL ElEMENlS WHEN RE- DESIGNING TO ACCOMODA TE ADDITIONAL LOADS. 3. THE ACTUAL CONSTRUCllON OF ALL WALLS. CBUNG, Be ROOF ASSEYBUES ARE DRAWN BASED ON OBSERVAllON ONLY. AClUAL ASSEYBUES MUST BE FlBD VERIFIED WHEN PERTINENT TO THE REMODELING OF THE EXISTING BUIlDING. 1 = 0 I to :: -..r I ....- :: 00 I b ...- ;r I ..- = co I b ....- ;r I ..- :: :: ..q- co I I to b .....- ~v I ...... ;: co I b .....- ;r I .....- :: co I b ...- ;r I .....- :: V I to ..... ~ I ~ c.o ~ f ~ 30'-5" 1'-3" , n 1'-4" L 6-0 1 55'-31" 2 I.. 1 8'-3D ~ "'''"._~-''"-----~ /\ VAULT ~ll ~~. cr.)' /" I: AREA '-!../ -r ~ ., ~V' ~ 0 ~ I~(I I, ~R ~ ) J 0IIl I SA TH " ~,,~~ I 009 1 dJ J' ('9 ~ "',' :~:) 1/\ . -~--------~~----lS I I I ~ I I I I il :: IX) I n ':.;t I N \ 1EllER I 005 I l~C] !$i,:;: l'l.';"'" 'l<<, KllUIENETlE , 006 I ,...-- ~ ----.. I I ~-1 I ] :! ~ I D I JL ->-1 1~1 U I ] ~y . I ~ I 001 I L_~-it-__------ lD~ ~ I u n 11=11 r:D II 004 I ~,=,=-."=ft II / ~ II II .. II II , II I ~.=== ~==t 74'-31>> 2 - II :~ I -------~ oS OFFlCE V , 015 I .::::""':::1 " ,- 0-~ 'rEu.ER I 003 ~.." Iii""'~ = OFFICE a L 016 I ~ -~:;::~~1 ~ I::: I 1= ~ ........ _ _ STAIR ,---I 017 I ENlRY f 000 I b I ";r ;: -'..... v I : N ~ w 14'-0" 34'-1" 5'-0" a' -11 " 12' -0" t-o. 1'-4" f-4" 11_4" 1'-4" & 1 ' - 2" 96' -01" 2 STORAGE I 007 ~ -~- ~il 1 i i j j , : ~"............"...;: -~ ......................"\ ~~.:~=J- - - - CONFERENCE I 011 , BREAK ROOM l 006 I STORAGE l 005 I 6'-0" CORR. J 001 I CON~CE I 015 STORAGE , 004 I - - - - :~:;~~]i UllUTY J 003 , SlDRAGE ~ 012 , LOBBY I 000 I .>~~~~] STORAGE I 013 ~ ~ MECH. I 002 I DEMOLITION PLAN KEY NOTES (}) EXISTING FLOOR OR ROOF TO BE OPENED TO ACCOMMODATE NEW DUCT SHAFTS, SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR SIZE AND LOCATIONS OF SHAFT OPENINGS. WHERE NEW AIR HANDUNG EQUIPMENT AND DUCT WORK IS TO BE INSTALLED REMOVE EXISTING ROOF BALLAST &; REPLACE. WITH RUBBER WALKWAY PADS TO PROVIDE CONTINUOUS PATH FROM ROOF HATCH TO AIR HANDUNG UNIT, UNDER STAIRS OVER. DUCTS, & 3.-0. MINIMUM ALL AROUND AIR HANDLING UNIT. UPON COMPLETION. OF WORK REMOVE TEMPORARY COVERING / PROTECTION AND RESPREAD BALLAST. o EXISTING MECHANICAL EQUIPMENT TO BE REMOVED, SEE MECHANICAL DRAWINGS. NOTE THE EXISTING MECHANICAL EQUIPMENT IS TO REMAIN OPERATIONAL UNTIL ALL PHASES OF MECHANICAL RENOVATION ARE COMPLETE,' SEE MECHANICAL SPECIFICATIONS FOR SCOPE AND PHASING OF WORK. . EXISTING ROOF IS TO BE PATCHED AND SEALED WATER TIGHT WHEN REMOVING EXISTING EQUIPMENT (TYPICAL ALL LOCATIONS). .. OFFICE J 010 I OFF1CE J 011 ~ OFFICE ~ 012 I 20' 11" OFFICE ~ m3 I OFF1CE I 014 I 24'-6" FRST FLOOR 1/8- = 11-0. BP-01 5,500 SJ. 1'-2" BASEMENT FLOOR 1/81t = 1'-0" 8P-OO II :t I ...- = to I 'b ...- ":.:r I ..-- = to I "0 ....... ";.;t- I .....- = = IX) v I I "0 to ~ ;r I ...- = co I b ~ ":.:r I ....... ~IX) I b .,.... I' ;r I ...- . r-"~"------------"-"--.,--..""..."........."Jlt__--__--_.....--...--..--....::::.::::::1~~:::::::::::T ..._.~ ~.. c;.... _."'...._..~......~....--....--_.._.............r.----._....._...._.._........ .... .!....; I (-..-r;::::::JII l..., ! ~ ~ lLIP"lR UP1R .l : i l'--~'~.. ....... ............... ..........i........... ..1...I................-[...r... ..... . r.........". . ................ ..,..~... ... ........ ..."... ......,........ .....r........:1 . ........ . " , ". Cl). , . , :..~.. "" \.\) I ;,. ,. .~ '. :: : 1 0 0 0 ............: :: ~r:::: :J::I i:' -." -,~"._"-""..,,,.._,.. .,..,,,....,_..,,, "'-"'..'..- _.. -.-,.. .-.-"!; [:~J :.!.:....... .... ..:' I........J :~~:":':.::::"~:~1 , . .....il i i \~"~'[~~~~I~:_// !. ......,.,. ........ ...............-. ..1... .".... ... ........................... ...m... ......... ....j II II - N I ~ ... t"J I .... ()) L() ... .... N I ~ Client r....... ......, Ii ........90. ... MICHAUD ......u . .- . .. L.~ ....... .. . . . ~.j COOLEY ERICISON .. . ... ENGINEERING SOLUTIONS 1200 METROPOLITAN CENTRE 333 SOUTH SEVENTH STREET MINNEAPOUS. tAN 55402 FAX: 612-339-8354 TEL: 612-339-4941 Consultants ... JEISIG lBLNBSS SWENSON GRAHAM ARCHITECTS INC. .,00 Thinl Sttt!1d &11th ~JlMN 5541.5 Plume 612/339-5508 Fa- 612/339-5382 MiDDeapoJilJ DlIllu Phoenix I hereby certify that this plan, specification. or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of MINNESOTA Date: 4/14/03 Reg. No. Date 4/14/03 Drawn GG Comm. No. WrC00105 Checked GG Issued for Item Date 4/14/03 4/23/03 ISSUED FOR CONlSTRUCTION DENDUM '1 Project WELLS FARGO PRIOR LAKE DrawIng TItle DEMOLITION PLANS Drawing No. A2 ,,~ ~".METALeTAIR -... -~,iaAree ., S' pI ~ I!l.AeE ~~ .~..... -- .. x_~O STEEL y BEE ~~I~.o.a_ u-. ~ ~ _ _~_ Uliiil~', '.. _ aJT-a=F I or~'I~' ~ "\:: ,..--GALV _ ^ _~ .__.. __. I.... ~. l!i* "\:: k'1 or- __~c:ATED__.._.~ l fQR6TAIR"'1~ .&. ... TO EPCM 1 CA1W4UC l 'T ~ R(~..~ UITW ~ ~ 1 I I I lA'T AI...... ~.Y! l 1 / / ~~ ~';~ANT. ~:~/~-: ~ / . ~"II'Q IIDClF P!Gt<Ncf" "- ~ I I VI I I ~ ~ ~ ~ ~.",I 1 8~~ 1 ~.:.:,~.,; ....~,',~..;.;...:.~~..:..:.~.:.....:,.::.~.~.:,:!,.~.:.....:.:.....~.:..,:~..~.~.S.:..'.:....;~.'.;.~:.~.:....:::.....^.'...:.:.~,.~.~:...;'.~;.:.;.:.:.. : ;~$~~~~~~~f.j:;;~;~;~;i~~5~1:~~~~~~~ ',' " ,. '.', .. " 11' '>S< x )(<X( )<.... 'Y," 'x'x <~<><;...<., v' '../ '. " '.. ,.... ..' ...... ....' ". ....... "'<', ....... .>:, ...... ,",..X-" '>X"- xX;, 'x j \ ., ..' ..' ..' ..' ..' ..' /',......./..../ ........ ---- ."" ..../\..........:......,../.. "':':'" ......\............,:':.................."'..,.:.:,......:.:.....::.::......~v..\....... ....<,.:K........,.. \. 'fiEMOYE AN:) FEAACE E)(I6T1N& RXJFINCi 6Y&TB1 AS feGllReD TO INIT AU.. COI.J.t'N (9\ STAIR DETAIL ~. 1-1/2-, = 1'-0" Detail-09 L ~ " .... ~ ~ ~~~~ ~ ~ ~ ~ ~~. ~ ~~ . l~~ ~ : ~ ~ ~ ~ ~ ~ :..1 ~ ~ I I I T 1 I I I -I "\:: ~ ~ ~ I"i : ... / . "'........ ~O "- ~: ........ :~ 0 j ~ ~ : ~ ~ I ~, ~ oAft~1 - 91 X -4- CiALV115TAL _ 1IEAD& 'TYP. ~5~ ~ :I I ~4'1 ~ '.) l~IIGALVPIPE \ lUlL L' JI.t.64LVPlfe~ fItAIL .. ~ 12I1GrALVI"ET -CNANE.. 61RN5ER PAM - '!I' )( ,~r1~"~K ~ ~ ~" ~, /" I~II~ K V I~ ,0 IIIIIIDIII I" ~ '--7' ....11-.. -': ~~~ ~.....J U-GALVt'ET a.w.N5J.. a~ PANT fl- )( 111211 DEEP CiALv MET C'ifUtTe 'fIIiiEAD&. 1TP ( ~I i ~ 1 L.... ..J i L _ ~ ~ ~ X _ ~:.E5 N ------ ~ I ~ 2\J!1..- ~ I UJ U Z <C ct: <C ~ U :::E ;:::) ::1!: Z ~ - I , ;: o I J ~~ .1 ,~ ~ / : ~/ .1 ,f';.. ~ / "1' cfl [9= ~~ (7"'\ \ A3 ) . ~ SEE STRUCTURAL SIMILAR (9"'\ \& SEE STRUCTURAL SIMILAR (8\ STAIRI CATWALK SECTION ~ 1/4- - 1'-0- Detail-08 ~- - - 6 3 2 SEE SfRUCJI.RAl. ~ SEE SIRUClUiAL 13 II I n I I II I II n . , l I I " l I I II R II . I . . II II H n II II I In . II II ( -+ROOf DEaclNG a. OONTRClDR TO FEl.D 'VERIFY . ( -+SECOND F1.Oai '} ~ ( *~ FlOM -+BASBtENT FLOOR ~ I g e II II . r I__U.~N~ I B -fi III "- \. /M / 'II r I I I I I I L_______________ ---------------- . T I I , I I ---------~--------------------------~ I EXlS1IHG FElCEfl'AlIO TO REMAIN' . .. . r EXIS1ING SH:D 10 REllAII (J;) BULDING ELEVATION A3 1/8. l' 0" BE 01 - & 12 -~. Ie ~ ")I ~ /'/ 121121~~~~" /~ am ~'--~---=Ii1 I .-;;j..F;; V':~l , i'\~~ = II .I-"""F':"'/"- ~-- '-- /,,-/~"_'~ I"IJ:'~ ~ II ~ II 8 ~ 7 I I I I 11 ,I I: I I i I I I i:i' I j I tt ;~ I :i. ~ I .:t .~~, I ..~. .fi I 1:'; f;.~~.[ 1, ~.J . -+BASatENT FU10R f'i\ \81 SEE SIIIIICl1AU. lEE -E? _ 'f' .. . ~ :::c ,. ,gu :;i ~ - ~ 'fIlllXlFJ.I!Ya'N v L -+ROtF DECIONG EL. CONlRCTOR TO FIEI.D VERIFY rp II IL- I I I I / I( II II IL- .1'- ...... 1 ":.. ill & SB.aIIL'IL .- .... ~ rp ~\ ..&.~"- \ L, 00 ~<o I m SEE SIIU:"IIIUl MAt :: C> I co -..lc--- .;SECOND FlOOR 7'\:./"-/ ,'" _ ~-T LO I -:q. r =0 I N r- ~ r-... I r-... 16 ~ rp m nl i !I HI I I ~I~ I ~~ .~ 1 I ;;i IB I ';.~ I u.:. [~ .....FlRST FlOOR :%CJWIE 'T - ....- - -- I: t Iii .111 rrf) III w I! I ::: I .0 ~ -:q. I C>> g? · .ri:.;r;~ tfiJ BlM.DI\IG SECTION A3 1/8'11 - 1'-0" 85-01 If\ ~ If\ ..."".... .,- ~ , 1-vr 1M. IIETM. ... RMIII A _ CF .. ABM: lID' DB. lAX. Cf' 12' .. .... IIIIZ. aas. .... 1-1tna 'lIE I&L . I'-n.c. Mn'1O IA"RH .... ...,... SEE SIBCIIVL-. ..... _ S1IIICRIW. SIB. 10 MAD __ CIRCjFASGA. lEE IIIIJI:IM. ... w.. EMlI I: SIU8 caJIWiI - _ PlM. PMR' IRIIIUClItM. SIEI1. 1D Mn:H -- caw"MCIA, & SIIIIC'IIIAI. IlIA... ... FIB UP DRAIBNI) ..... .. arT-CIF IMS1IC PREFAB. COWR .AINMD 10 EJIOII !E"AI.MT ;i ~ 'b ~ .. m __ -.10 lIE cur aa FIT MBIERS 1IIH SIll CIIIMI .. cxre. fIlD 8fY. CIIIIRACI1IllD fII.D .-r .... CDII1DI - Ie .....E 111II SRICI1IUL f.rg&R .... 11 CIIIIRIa a FI8:A.. S&L _ " PGSI' ~,.,. (I'YPII:MJ. IBIIVE .. II.IUII: __ CD8IIIUC1IIt 'II IIrfMl SRII CXIIMe EJlISJItc sm. IaF IJEDC. air IS IEIIIRED RIll CII1IlM PUaIBT E'JIS1IfC S1EEL IIXF .liST IIEWII1 &: SIRUC1UW.. __ IIICIC WID CDIIRAC1IR 1D FBD ...,... .... ...... aIISIIIICIIIi a CllllJMlE 111II snur:uw. _....10 __ " F~_ SIEEL .. . PCBI' ~DCIII (I'YPII:MJ. DIDIIIEMI _ S'IIIJCUW. EXIS1IID S1EEL CD. SEE S'IIIJCUW. CD JeT. BEAM & PARAPET DETAL A3 t-I/r . t..f' Ef) S11B COIIU1 R.A8HNQ DETAL A3 t-1/'r. t-f' SECTION KEYNOTES --7 ( OJ FLOOR-EXISTING UNFINISHED CONCRETE SLAB m CEILING-EXISTING BASEMENT CEILING TO REMAIN UNFINSHED CONTRACTOR TO PROTECT EXISTING, SEE PLANS J... 'f' llIrXlF UM:L Co I ~ - .. I") ~ FLOOR-EXISTING PRECAST CONCRETE FLOOR, CONTRACTOR IS TO VERIFY LOCATIONS OF PENETRATIONS WITH STRUCTURAL ENGINEER PRIOR TO CUTTING, SEE STRUCTURAL DRAWINGS ill CONTRACTOR TO PROTECT EXISTING FLOOR FINISH/MATERIAL DURING RENOVATION ~ CEILING-EXISTING WOOD CEILINGS TO BE REMOVED WHERE REQUIRED FOR MECHANICAL RENOVATION. SEE PLANS ~ CEILING-EXISTING TEXTURED GYPSUM BOARD CEILING TO REMAIN , SEE PLANS m FLOOR SYSTEM-EXISTING STRUCTURAL BARS JOISTS, STEEL DECKING , SEE STRUCTURAL PLANS 00 FLOOR FINISH-EXISTING FLOOR MATERIAL It FINISHES ARE TO TO REMAIN, CONTRACTOR IS TO PROTECT FLOOR FINSHES DURING RENOVATION ~ CEILING-EXISTING CEILING IS TO BE REMOVED. SALVAGED AND REINSTALLED DURING RENOVATION, SEE PLANS. ~ ROOF SYSTEM-EXISTING STRUCTURAL BARS JOISTS. STEEL DECKING , SEE STRUCTURAL PLANS ~ NEW STRUCTURAL STUB COLUMN & BEAM SYSTEM TO SUPPORT NEW ROOF TOP MECHANICAL UNIT, SEE STRUCURAL PLANS PAINT TO MATCH EXISTING COPING/FASCIA t1] NEW ROOF TOP MECHANICAL UNIT I SEE MECHAN'ICAL PLANS PAINT TO MATCH EXISTING COPING/FASCIA ~ NEW GUARD RAIL A MIN. OF 4211 HIGH ABOVE DECK SURFACE l SEE STRUCTURAL PLANS PAINT TO MATCH EXISTING COPING/FASCIA [1J NEW GALVANIZED METAL STAIR AND CATWALK SYSTEM, SEE PLANS. PAINT TO MATCH EXISTING COPING/FASCIA ~ ALTERNATE: TREATED WOOD STAIR AND CATWALK SYSTEM, SEE PLANS. . TO BE DESIGNED de BUILT BY THE CONTRACTOR ~ CONTRACTOR TO FIELD VERIFY CONSTRUCTION OF EXISTING EXTERIOR BEARING WALLS WITH STRUCTURAL ENG:NEER PRIOR TO ORDERING STRUCTURAL STEEL. t1] EXISTING EXTERIOR FOOTING &; FOUNDATION TO FIELD VERIFIED BY STRUCTURAL ENGINEER & CONTRACTOR AS REQUIRED OR INDICATED BY THE STRUCTURAL ENGINEERS SPECIFICA llONS OR DRAWINGS = C) I" b I Co b I .lX) -+SBXJND ~ I .. ooc:t 10 I -en r... I -,...... ~~~ co ~ ~ n ~ ~ H :1 ~ ~ I I I I ; -+BAlIEIIENT fI..OOR I I I I I ] I I I I I [ ....s- I en -:.q. I m ~ I m ffi ~G SECTION A3 1/8" = 1'-0'11 85-01 BUILDING SECTION 118ft = 1t-O' 85-01 Client ".11I 0 IJ" .1lG,IH Ih~..O It! Q-....iD-o.tO.G G- o .. .. ... MICHAUD .IID-D-".. .. .. .. 4,j (OOLEY ...... p . . . . :...~ ERICKSON .. ... ENGINEERING SOLUTIONS 1200 METROPOUTAN CENTRE 333 SOUTH SEVENTH STREET UINNEAPOUS. MN 55402 FAX: 612-339-8354 TEL: 612-339-4941 Consultants JEISIG ]8LNESS SWENSON GRAHA~ ARCHITECTS INC. 700 7'IIltrl SImet &11th ~~ MN 5541.5 Plume 612/339-S508 P_ 61.2/339-5382 .lliJmeapolill Dallu Phoenix I hereby certify that this plan, specification I or report was prepared by me or under. m: direct supervision and that I am a duly licensed Professional Engineer under the lows of the state of MINNESOTA Dote: 4/14/03 Reg. No. Date 4/14/03 Drawn GG Comm. No. WFC00105 Checked GG Issued For Item Date ISSUED FOR CONTSTRUCTION 1 DDENDUM " 4/14/03 4/23/03 Project WELLS FARGO PRIOR LAKE Drawing Tlfle BUILDING SECTIONS DET AILS Drawing No. A3 Client NEW RTU. OPERATING VERIFY W/MECH. AND ARCH. WEIGHT APPROX. 12.000 LBS VERIFY W/MECH. AND ARCH. NEW 31/2 tt ~ STAND. PIPE I r STUB COL 10 THUS. W8 x 21 WB x 21 W8 x 21 W8 x 21 -r1---i--r--j- ~r T l -~i-'I- I en . I I I I :l~ I I I I ,I I C'h ..- 0 : I I I ~r~ I I I I I I I : u)<c 1-1 EXISTING f16 BEAMJ__ GSII.;:;;..;-lE~~I~BEAMI _ 8 L ~ ~NGIW16~ML 1- 'I -1---r--1---I---r I I EXlSllNGI EXISTING W161BEAM 't- I. I I i W6 BEAM : I I I I I I I DV2 X 6V2X 5/161 I I I I I I : \ I I I I I I I D1AGONj- BRACINGI1YP. I I I I I I : J I I I I I I I ~I I I I I I L 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 I I I I : J I I I I I I I ~I I I I I I L 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 I I I I I I I I I : J~hNG W16IB~I_I_1EX~GIW16 BEAMI ~J:_I~Sll~ ~1.!1.=-_-J-_-1-J- _I EXISTlNGIW~E~ - L~l_ ~TI~:..~t~AU -rL "I I , I 1 I' I ~ Id' I , 1 II I I I I I I I I I I : I I ;;: = II : :: I I tnl I I EXISTING W6 COL. 1YP. : I I I I I I;; ~c'. I I I I : I n I I ~ ~ I I I I I : I I I I I I ~ ~ ElaTING W8 IA III ~ I: I I ~ ~ I I I I I I : J_I--J---L0-1- U: : ~:~ : : ~~--l--J---L-J- I ____~_--~--+--~---~-L ~ .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 "~"~-~IT~I~I~ -t -t + tt + tt t t t- H- t- (- :-: -t + :- :-1 -t -t + + : ""~,,. 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 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 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 ,V9"" I I I I I I I I I I I I I I I I I I I I I I I I gl 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 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 II 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 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 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 I I I I I I 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 ,_I,_:E1L L,' 1_lj-',_,lllllceJI. _1\11 _II 11{~","w"c, I -+ +E~G~B~!-!-+J. - + + ~ LI.L 111'-11'!^);;~~:'""'" ;, I I I 1 I I I I I. ~ExISTI~G w6 COL.. TIP. . I I I I 1 I I I I I I I I I I Ii I I I I I I I 1 I I I I I I I I I I I I I I ~ I I" "" I I I 1 I I I 1 I I I I I I I I I I I I I I I I I II I I I I I I I I" a..,.", 0110008... OD.... .a.. ..cII.e.",. 00 . . . .. MICHAUD ....... . . ~.J COOLEY ..0000. . L..~ ERICKSON ..... ENGINEERING SOLUTIONS 1200 METROPOUTAN CENTRE 333 SOUTH SEVENTH STREET MINNEAPOUS, MN 55402. FAX: 612-339-8354 TEL: 612-339-4941 Consultants IVI B,J~ MEYER, BORGMAN ANI JOHNSON, INC. CONSULTING STRUCTURAL ENGINEERS 12 SOUTH SIXTH STREET SUITE 810 MINNEAPOLIS, MINNESOTA 55402.156 (612) 338-0713 FAX (612) 337..5325 118ft = l' _0. CD ROOF FRAMING PLAN CD SECOND FLOOR FRAMING PLAN 1/8"=1'-0" NOTES: 1. CONTRACTOR TO FJELD VERIFY ALL EXISTING CONDrnONS. 2. VERIFY EXACT LOCA llONS OF RTU WllH MECHANICAL 3. C8JON PLAN INDICATES MECHANICAL OPENING. VERIFY SiZE AND LOCATION Wlll-I MECHANICAL DRAWINGS. SEE DETAIL 1/52 FOR STRENGTHENING REQUIREMENTS. 4. TOP OF NEW STEa ELEVA110NS ARE BASED ON ESTABUSHING CLEAR DIMENSIONS TO THE TOP OF EXISTING ROOFING AS NOTED ON THESE DRAWINGS. REFER. TO ARCHllECTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL CAREFUllY EVALUATE ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO FABRICAlION OR CONSTRUCTION. FILED VERlA ED DIMENSIONS SHALL BE SHOWN ON SHOP DRAWINGS PRIOR TO SUBMISSION TO THE OWNER'S DESIGN TEAM. NOTES: 1. CONlRACTOR TO FIELD VERIFY ALL EXISTING CONDIl10NS. 2. VERIFY SIZE AND LOCA llONS OF OPENINGS WITH MECHANICAL 3. I:8J ON PLAN INDICATES MECHANICAL OPENING. Date: Date 'DraWn' EJP EXISllNG W8 BEAM .,0. i~ --.~ Comm. No. Checked MLS, OEM Issued r or t-- CAST IN PLACE J CONC. EXISllNG CONC. WALL . Item Date ISSUED FOR CONTSTRUCTION 4/14/03 EXISllNG CONC. WALL. .-. ....]:- - .- "-= EXISTING W8 BEAM J J .~ EXISTING W18 BEAM _ _ _ - _ L -I~- - -1:- ""' -]:- - - "'- EXISTING W8 BEAM J t-- EXISTING 8" pic J PLANK, 1YP. Project ~X1STlNG W18 BEAI.! ------ ~EXI::O~~- WELLS FARGO PRIOR LAKE J ,,-'f" '%~~~~~t;f~~~Jf~~i,~~~d~~it~~#~"ti~~~~~~~~~~~~~"i~l~~t~f~~~~1~~1t:~i~I&f~JJiw~it?1iff-f~~1ir~~~t~~~~~i?t~~;. <c. 1/8" =1' _0" NOTES: 1. CONlRACTOR TO FIELD VERIFY ALL EXISTING CONDITlONS. 2. VERIFY SIZE AND LOCA llONS OF OPENINGS WITH MECHANICAL 3. IZION PLAN INDICATES MECHANICAL OPENING. VERIFY SIZE AND LOCATION WITH MECHANICAL DRAWINGS. OVERCUTllNG OF PLANK IS NOT PERMITTED. CD FIRST FLOOR FRAMING PLAN Drawing Title STRUCTIJRAL FLOOR PLANS Drawing No. 81 N o o CN w U :::l: @) GENERAL STRUCTURAL NOTES DESIGN UNIT STRESSES - STRUCTURAL STEEL - ASTM A572 - W SHAPES - ASTM A36 - ANGLES, PLATES AND BARS. - STRUCTURAL TUBING - ASTM ASOO, GRADE B, Fy = 46 KSI - WELDING ELECTRODES - E70XX - REINFORCING STEEL - ASTM A615 - GRADE 60. - CONCRETE - F'e = 3,000 PSI AT 28 DAYS (MASONRY COREFlll) DESIGN LIVE LOADS - GROUND SNOW LOAD: EXPOSURE FACTOR: SNOW LOAD IMPORTANCE FACTOR: THERMAL FACTOR: FlAT ROOF SNOW LOAD: BASIC WIND SPEED: WIND IMPORTANCE FACTOR: WIND EXPOSURE Pg = 50 PSF Ce = 1.0 0.9 1.00 31.5 PSF + DRIFT LOAD 90 MPH 1.00 B 15 x 5 X 5/16 X O'-5*' PROVISIONS FOR FUTURE EXPANSION - NONE BUILDING CODE - MINNESOTA STATE BUILDING CODE REINFORCED MASONRY - COREFlLL FOR VERllCALL Y REINFORCED MASONRY WALLS SHALL BE 3000 PSI CONCREfE, MAXIMUM 3/8JJ AGGREGATE. ALL MASONRY WALLS SHALL HAVE HORIZONTAL REINFORCING FABRICATED WITH GALVANIZED NINE GAUGE SIDE RODS. THIS REINFORCING SHALL BE LOCATED IN EVERY OTHER COURSE. - HORIZONTAL REINFORCING SHALL INCLUDE CORNER PIECES, INTERSECTING WALL PIECES, ETC. SUPPLY VERTICAL REINFORCING IN FOUR FEET PLUS FORlY DIAMETER LENGTHS (FORTY-EIGHT DIAMETERS FOR #7 AND LARGER). ALL SPUCES IN MASONRY WALL REINFORCEMENT SHALL BE LAPPED AS FOLLOWS: FORlY DIAMETERS #6 AND SMALLER, 6" MINIMUM; FORTY-EIGHT DIAMETERS #7 AND LARGER. - SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND DETAILS OF VERTICAL CONTROL JOINTS. LOCATE VERTICAL REINFORCING AS SHOWN ON DETAILS. ALL VERTICAL REINFORCING SHALL BE HELD IN PLACE BY lYING TO EVERY OTHER LAYER OF HORIZONTAL REINFORCING STEEL PROVIDE #5 AT 4' _OJJ ON CENTER 'CONTINUOUS FROM FOOTING TO TOP OF WALL FOR ALL STRUCTURAL WALLS UNLESS NOTED OTHERWISE. - PROVIDE #5 X t _Sit DOWEL TO FOOTING AT EACH VERTICAl BAR UNLESS NOTED OTHERWISE. EXPANSION BOLTS - ALL EXPANSION BOLTS SHALL BE -KWIK-BOLT", !RUBOLI' OR EQUAL AND SHALL BE INSTALLED ACCORDING TO THE MANUFACruRERJS SPECIFICATIONS. STRUCTURAL STEEL - CODES FOR STRUCTURAl STEa DESIGN, FABRICATION AND ERECTION: AlSC MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN (CURRENT EomON). ALL BOLTS TO BE 3/4 INCH DIAMETER ASTM A325, UNLESS NOTED OTHERWISE. SHOP CONNECTIONS MAY BE WELDED OR BOLTED. - ALL UNTELS BEARING ON MASONRY SHALL HAVE A MINIMUM OF EIGHT INCHES OF BEARING EACH END. - ALL BEAM WEB COPES MUST BE MADE TO A RADIUS (ONE INCH MINIMUM). STEEL ROOF DECK - UNLESS NOTED OTHERWISE, STEEL DECK SHALL BE 1-1/2 INCH, TWENTY GAUGE "INTERMEDIATE RIB DECK- MANUFACTURED IN ACCORDANCE WITH SPECIACATlONS OF THE STEEL DECK INSTITUTE. DECK ERECTION AND ANCHORAGE PER STEEL DECK INSllTUTE SPECIRCATlONS. CON DillON A/ EXISTING STEEL JOIST WELDED FRAME L 4 x 4 X 5/16 b ELEVATION AT TOP OF FRAME ANGLES EQUAL TO ELEVATION OF JOIST OR BEAM. OMIT ANGLE WHEN DIMENSION " All IS LESS THAN 611. TYPICAL ROOF/FLOOR OPENING DETAIL CD NO SCALE NOTES: 1, VERIFY OPENING SIZE AND LOCA liON WITH MECHANICAL CONTRACTOR PRIOR TO F ABRICA 110N. 2. waD DECK AT OPENING AT EACH FLUTE WITH 5/8 "Jd PUDDLE WELDS. 3. DO NOT CUT OPENING IN DECK UNTIL NECESSARY. CONTRACTOR TO COORDINATE. SPECIAL INSPECTIONS REQUIRED OF . STRUCTURAL ELEMENTS IN ACCORDANCE WITH 2000 IBC CHAPTER 17 REQ'D NOT REQ'D SEE ARCH. 1. CONCRETE. D 1ZI 0 2. BOLTS INSTALLED IN CONCRETE. [2] 0 0 3. SPECIAL MOMENT -RESISTING CONCRETE FRAME. D [:Z] 0 4. REINFORCING STEEL & PRESTRESSING STEEL TENDONS. 0 IZI 0 5. STRUCTURAL WELDING. {;zI 0 0 6. HIGH-STRENGTH BOLTING. lZl 0 0 7. STRUCTURAL MASONRY. 0 bZI 0 8. REINFORCED GYPSUM CONCRETE. D b2I 0 9. INSULATING CONCRITE flLL. D I2J 0 10. SPRAY -APPUED AREPROOFJNG. 0 0 121 11. PIUNG, DRILLED PIERS AND CAISSONS. 0 121 0 12. SHOTCRETE. 0 121 0 13. SPECIAL GRADING, EXCAVA110N AND FILUNG. 0 f21 0 14. SMOKE-CONTROL SYSTEM. 0 0 121 15. SPECIAL CASES. 0 0 I2l II i Ilr I I ~ i II! ~L II PARTIAL PLAN 2 - FtV2 x 8 x f -6" WELDED TO UNDERSIDE OF FLANGE. ONE EACH SIDE OF WEB. 2 - 3/4 II ~ A325 BOLTS, EACH ANGLE. DIAGONAL BRACING - SEE PLAN. W. BEAM - SEE PLAN. SEE 2/S2 FOR CONN. INFO. V4 BASE fl.3/4 X 8 X f-olt W/4 - 1j2 n 1 EXP. BOLTS. MIN 6" EMBEDMENT. 1" NON-SHRINK GROUT. SECTION AT RTU SUPPORT 3/41t=1'-01t 2 - Ff.1tz X 8 X 0'-8" WELDED TO UNDERSIDE OF FLANGE. 2 - A325 3/4 It !1 BOLTS EACH ANGLE. PARTIAL PLAN CD 3/4" =1' _0" CD CONTRACTOR NOTE STRUCTURAL MEMBERS INCLUDING JOISTS, SLABS, BEAMS, TRUSSES AND COLUMNS ARE DESIGNED FOR "IN PLACE" LOADS. CONTRACTOR IS RESPONSIBLE FOR BRACING, WITHOUT. OVERSTRESSING, AlL STRUCTURAL ELEMENTS (AS REQUIRED AT Am STAGE OF CONSTRUCTION) UNTIL COMPLETION OF THIS PROJECT. 3/4"=1'-0" N o ~ w u :::l: e 11/2" ~ PIPE - SEE ARCH FOR SPACING 11/2" 10 XS VERT. SPACED AT 4' _0" MAX. VERIFY HEIGHT W / ARCH. TOP ft3/4 X 6 x 1'-4- W/4 - 3/4" 11 A325 BOLTS. SEE 5/S2 FOR BOLT LAYOUT. W. BEAM - SEE PLAN 1/2 It GUSSET It 31/2 II ~ SlUB eOL W/CAP ff.3/4 x 10 x 1'-6" WITH 8 - 3/4" }1 A325 BOLTS THUS: 4" 6" ~ UNE OF EXISTING ROOFING. FIELD VERIFY. REMOVE AND REPLACE AS REQUIRED. SEE ARCH. EXISllNG STEEL ROOF DECK. CUT AS REQUIRED FOR COLUMN PLACEMENT. EXISllNG STEEL ROOF JOIST BEYOND. EXISTING CMU WALL FILL EACH CORE BELOW COLUMN BASE ft. (FOR 3 COURSES) IF BOND BEAM IS NOT PRESENT. VERIFY. W S2 Client W. BEAM - SEE PLAN, 2 - L 4 x 4 X 5/16 W /2 - A325 BOLTS EACH LEG, TOP fP/4 x 6 X 1'-4" W/4 - 3/4" 18 A325 BOLTS. SEE 5/S2 FOR BOLT LAYOUT. W, BEAM - SEE PLAN. 31.12 *' ~ STUB eOL W ICAP ft 3/4 x 9 x 1'-6" WllH 8 - 3/4 It ~ A325 BOLTS THUS: 4" 6" T. O.S. EL. - VERIFY 1/2" GUSSET ft ~. . UNE OF EXISTING ROOFING. FIELD VERIFY. REMOVE AND REPLACE AS REQUIRED. SEE . ARCH. -- - EXISTING W6 STEEL COL SECTION AT RTU SUPPORT FRAME EXISl1NG STEEL ROOF DECK. CUT AS REQUIRED FOR COLUMN PLACEMENT. EXISTING STEEL ROOF JOIST BEYOND. FJELD VERIFY EXIST ANCE OF WEB STIFfENER AT COLUMN LOCA llONS. IF NONE, ADD 1t2" WEB STIFFENER EACH SIDE. c,..DOO .ODo-." tI.iP-... ..... O. o.o-Otlo . . .... MICHAUD ........-00- . ~..j COOLEY ~.cu...o . . L.~ ERICKSON w ... ENGINEERING SOLUTIONS 3/4"=1'-0" ff- 1200 METROPOUTAN CENTRE 333 SOUTH SEVENTH STREET MINNEAPOUS, MN 55402 FAX: 612-339-8354 TEL: 612-339-4941 Consultants IVI B..J'" MEYER, BORGMAN ANI JOHNSON, INC. CONSULTING STRUCTURAL ENGINEERS 12 SOUTH SIXTH STREET SUITE 810 MINNEAPOLIS, MINNESOTA 55402.156 (612) 33s..G713 FAX (612) 337..5325 No. 13373 Dote Drown EJP Comm. 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ALTERNATE No. #5 - IN LIEU OF REMOVING ALL EXISTING CHILLED WATER PIPING PROVIDE A DEDUCT PRICE TO ABANDON THE CHILLED WATER PIPING _ PIPING SHALL BE LEFT IN PLACE AND TAKEN OUT OF SERVICE - REMOVE ONLY THE CHILLED WATER PIPING THAT INTERFERES WITH THE INSTALLATION OF THE NEW HVAC SYSTEM B. MECHANICAL CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND SIZE OF EXISTING PIPES TO BE REMOVED AND I OR TO REMAIN C. COMPLETELY REMOVE ALL EXISTING COOLING COIL CONDENSATE DRAINAGE PIPING - FIELD VERIFY EXACT LOCATION GENERAL NOTES ~ ,r0 rr11 4H li (;} N z a r0/ ~ v,'. W- II II < EXISTING FIN TUBE RADIATION TO REMAIN REMOVE EXISTING FAN COIL UNIT - REMOVE EXISTING HEATING SUPPLY AND RETURN CONNECTION FROM HEATING COIL BACK TO EXISTING BALL SHUT OFF VALVES UNLESS NOTE OTHERWISE - RETAIN BALL VALVES FOR RECONNECTlON TO FAN COIL UNITS - DISCONNECT. AND REMOVE EXISTING CHILLED WATER PIPING - DISCONNECT AND REMOVE AlL EXISTING COOLING COIL CONDENSATE DRAIN PIPING (NOT SHOWN) REMOVE EXISTING CHILLED WATER PIPING - REFER TO GENERAL NOTE 'A' FOR ALTERNATE 'M5' REMOVE EXISTING T -STAT REMOVE EXISTING HEATING WATER PIPING AND CAP AT MAIN HV AC PIPING DEMOLITION PLAN o ~/~~~~'~O" FLOO R I I r---1 1== ---, & lr---- EXIST 1-1/2" HWS & HWR PIPING UP & ON TO REMAIN i c== -== EXIST CHWS & CHWR UP &: ON TO BE REMOVED - REFER TO GENERAL NOTE 'At FOR ALTERNATE -M5' lI;;- EXIST UNIT -, 0; HEATER TO rn R~N TI\ 2-1/2" GAS .--EXISTlNG GAS ~ II' ~ Il PIPING ON ~ - -f METER ON GRADE _ ~2>' ~UP 2e: ~'" \ I(f) I / /~ ..r< 2 > '~"'~" ' '\ ~ <- ~~~~Grl ~~ I:)~ .is ~. ' /r: 2 , '" ~- \ (Vr--"""':-, \ ~'~ ',- ~ :"'?'nI ~\ /~EXISTlNG 3 I b ......... 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'/W;'.. / T 1" UP 2" R. . ~ ~'" J ~ ! i! ! ~ )~~{ ~EXISTlNG ; II' - ~ /~'" \ /,,~ lZ'aFeu ~ ! j: 7.-r/ < V ~lf"NG'\d'--I-fW~\y \-0- I !l; H nJI ~ ~ I~ Ihl -J 16M ~ ' ~T -Ii I Z I 0 V "\ ~ ON TO -=- t L EXIST HWS &: ill ~ EXIST UNIT !TER ED 3 CAP Hwsl &: R AT MAIN I --l \ ~~olr I JI <( II -=- EXIST CHWS & C HWR DN TO 8SMT TO REMAIN W/INTEGRAL T-STAT TO REMAIN BSMT TO BE REMOVED AND/OR ABANDON - REFER TO GENERAL NOTE 'A' FOR ALTERNATE 'M5' REMOVE EXIST EVAPORATOR, CHILLED WATER PUMPS, EXPANSION TANK, AIR SEPARATOR AND ALL \.\- '-' REFRIGERANT AND CHILLED~cr..o-", ~:Th~ ~6~~~b~LD VERIFY-- --- Y7jjjj,.W~~ 2-1/2" - ~.r(/(((~~ 1-1/4" 1-1/4'" * o <2> <$> I :==II ===:J \ ~ ==:J 1 1-1/2" HWS & HWR UP TO 2ND FLR TO REMAIN b;TI , . r<J> " ~~ / ~~ ~/ ~------_/-- :s :Y '- EXISTING' Feu ~ EXIST CHWS & CHWR UP TO 2ND FLR TO BE REMOVED - REFER TO GENERAL NOTE 'A' FOR ALTERNATE tM1' " ~ ===ll 11 COORDINATE REMOVAl OF EVAPORATOR UNIT WITH SEQUENCING CHANGE-OVER FROM FAN COIL UNrrs TO FPB/VAVtS, II EXISTING HOT WATER BOILER (250tOOO STUH INPUT EACH) TO REMAIN EXISTING FIN TUBE RADIATION TO REMAIN REMOVE EXISTING FAN COIL UNIT - REMOVE EXISTING HEATING SUPPLY AND RETURN CONNECTION FROM HEATING COIL BACK TO EXISTING BALL SHUT OFF VALVES UNLESS NOTE OTHERWISE. - RETAIN BALL VALVES FOR RECONNECTION TO FAN COIL UNITS - DISCONNECT AND REMOVE EXISTING CHILLED WATER PIPING - DISCONNECT AND REMOVE ALL EXISTING COOUNG COIL CONDENSATE DRAIN PIPING (NOT. SHOWN) REMOVE EXISTING CHILLED WATER PIPING - REFER TO GENERAL NOTE tAt FOR ALTERNATE 'MS' REMOVE EXISTING T -STAT REMOVE EXISTING FIRM GAS PIPING TO POINT INDICATED IN MECHANICAL ROOM REMOVE EXISTING HEATING WATER LINES BACK TO POINT INDICATED KEY NOTES - ElRST.-ILOOR PLA~ REMOVE EXISTING GAS PIPING DOWN TO BASEMENT REMOVE EXISTING FAN COIL UNIT - REMOVE. EXISTING HEATING SUPPLY AND RETURN CONNECTION FROM HEATING COIL BACK TO EXISTING BALL SHUT OFf VALVES UNLESS NOTE OTHERWISE - RETAIN BALL VALVES FOR RECONNEcnON TO FAN COIL UNITS - DISCONNECT AND REMOVE EXISTING CHILLED WATER PIPING - DISCONNECT AND REMOVE ALL EXISTING COOLING COIL CONDENSATE. DRAIN PIPING (NOT SHOWN) REMOVE EXISTING CHILLED WATER PIPING - REFER TO GENERAL NOTE ~A' FOR ALTERNATE tM5' REMOVE EXISTING T -STAT REMOVE EXISTING HEATING WATER PIPING AND CAP AT MAIN FIRST FLOOR HVAC PIPING DEMOLITION 1/8" = 1'-0. PLAN REMOVE EXISTING~ 2-1/2" GAS PIPING UP TO GAS METER j(. '/ II ,~ \6 ll";~ "/ ----- 1 ~ "/ "v ~. 1 ~ ~~ 2-1/2-7 '~ ~ I ~r~ /. / / / ~ ....;,,; Ie::. ~.. C)" '" ; '" ; .. ~ ~ , ,. , , ,. / /" "" - /, // / ; , , / /r" '/ D\J (5f~ r "'--~..,& // 7- - ~ ~ II -BJ- - - - -1-- -= ; , , , "fL' 'f . ~'~I. ,;,;;; ~~~""A 3/A- /////77 / /////~/r ~.~ J ~J-: ~~~.~..~~~~~;-'-":f-=-tr~~::...~ ~~~.:~-'~ ,....1':.. /" / / / / / ~ "I.. / / ~ /",;' ........_/ "'..,; / ; / / I / II i-- ,....---~-------r--,.;ffWR- ----....fl5I-..~_i ,~w ///77./ -A V / / '7// . / / / "':: _ -,.""11 3/4u I ....{/ ::r ....1 ...,. / /777 / ........ 1/ / / / ,. ./. 7- ./ / r ~ I""'y /] ///////..... // rWT...,-//77././ /./ I I ~ '\..~~ ' '.~.....1 , r?' ;, - '.." , ~ " ", , ',/ I 1 3 ../ II ~~~~ '/ II ,,-,,~- ~ ~~ / II ~ /~< 4- "> \ ~ 5~ / / ,I I I ,,'17'/'.... '-.../ \ '-'/ I " ' ....~. ' rI ! I....,; ~ 1 " ........,___.....')} , I / / ;rf \ - '7;~ '.I/IT::t- '"" //11 ~ \ [.1/ I I 3 \ ,1/.... 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X r --.,. ----Q---;t--J 7~~ f'6/fi ~ ~ r- r- Y'-3/4"" 1 1,7- - I rcb I 10 1\ 1\ '1'\ c1>~" 1-/ 11'/ U V?~ L/ :,J)7}\~ U ~>6~; ~ ~ ~ r0l E?EX~ EJST ~ ): L..' I H~P II ~p II H~P I L EXISTING HEATING J i~l5Js~~ ~O C~~R UP WATER PUMPS TO REMOVED - REFER TO REMAIN GENERAL NOTE 'A' FOR ALTERNATE '5' 6 2 r L -~ I I I , I I I / / W/ ~ .]] rr t=I EXISTING DOMESTIC J HOT WATER HEATER (55.000 BTUH INPUT) L EXIST 1-1/2" HWS &: HWR UP TO 1ST FLR TO REMAIN KEY NOTES - BASEMENT FLOOR PLAN * <0 <9 0> <9 BASEMENT HVAC PIPING DEMOLITION 1/8" = 1'-0" PLAN Client -- -N-...... "-;r. t==:J ===::J 011I aD.... 0 0.0 Goeo o.oe 006*. oGiU, ... MICHAUD ===::J COOLEY ~m~ ERICKSON L.~ ... ENGINEERING SOLUTIONS t==J 1200 METROPOLITAN CENTRE 333 SOUTH SEVENTH STREET MINNEAPOUS. MN 55402 FAX: 612-339-8354 TEL: 612-339-4941 I Consultants I hereby certify that this plan. specification. or report was prepared by me or under my direct supervision and that I om a duly licensed Professional Engineer under the laws of the st te of M ES Date: Dote Drawn 4/14/03 RNB Comm. No. Checked WFCOO 105 CVL Issued For Item Date ISSUED FOR CONTSTRUCTION 4/14/03 & ADDENDUM 12 4/25/23 Project WELLS FARGO PRIOR LAKE Drawing TItle MECHANICAL HV AC PIPING DEMOLITION PLAN Drawing No. M3 26/20 AT CONNECTION TO MAIN SAFETY RAILING BY GENERAL CONTRACTOR 1-1/4'" GAS PIPING ON ~. EXTERIOR WALL TO GAS METER - PAINT TO MATCH BUILDING COLOR (j) 22/20 SA ON 1'" o ~ o U) 26/20 RA DN 1" 22/20 0> ~ o S N ~ ~ :t- co ('II ~ o ~ ~ RELOCATE EXISTING EXHAUST \81 PRY FOR 2ND FLOOR TOILET ROOMS - VERIFY OPERATION ~ RELOCATE EXISTING EX. HAUST \81 PRV FOR 8SMT FLOOR TOILET ROOMS - VERIFY OPERATION 26/22 fe 24/20 22/20 1- U) ~ .... FIRM GAS PIPING - RUN ACROSS ROOF - SEE DETAIL 2/MS FOR PIPE SUPPORT co "' ~ 1" GAS PIPING \ ON THRU ROOF W /WATER TIGHT SEAL 8 EXISTING BOilER \ STACK TO REMAIN.~ 16 12 16 16 16/32 SPUTTER 1 DMPR <0 "' ('.I tf) ~ LJ \EXISTING ROOF HATCH .... ~ t') EXISTING EXHAUST VENT THRU ROOF TO REMAIN. 16/16 SA ON KEY NOTES FOR ROOf PLAN o o 0> o <0 0> o 0> o ~ OX COOUNG COIL SECTlON- PROVIDE 1-1/2" CONDENSATE DRAIN WITH DEEP SEAL TRAP - SPILL ONTO ROOf HEATED ACCESS SECTION WITH SUPPLY AND RETURN FAN VFD'S PROVIDED BY UNIT MANUFACTURER FILTER SECTION WITH 2" 30% EFFICIENCY THROW AWAY FILTERS ECONOMIZER SECTION WITH RETURN FAN - REAR INLET RETURN DUCT CONNECTION -. OUTSIDE AIR INTAKE LOUVERS - REUEF LOUVER - AND MOTOR OPERATED RETURN AIR, OUTSIDE AIR, AND REUEF DAMPERS MECHANICAL CONTRACTOR SHALL COORDINATE NUMBER AND LOCATION OF DUCT SUPPORT BRACES ON ROOF WITH GENERAL CONTRACTOR - GENERAL CONTRACTOR SHALL PROVIDE SUPPORT BRACES AND CUTTING AND PATCHING OF EXISTING ROOF TO INSTALL THE BRACE LEGS SUPPLY AND RETURN DUCTS DOWN THRU ROOF - SEE DETNL 3/M6 FOR DUCT PENETRATION THRU ROOF FLEXIBLE DUCT CONNECTION CONDENSING UNIT SECTION SUPPLY DISCHARGE PLENUM WITH SIDE OUTLET HEATING SECTION WITH GAS FIRED HEAT EXCHANGER SUPPLY FAN SECTION <D> ROOF HVAC SHEETMETAL REMODELING PLAN 1/8. = 1 '-0" 24/20 SA UP \\ EXISTING EXHAUST 24/16 SA ON DUCTWORK AND GRILLES 26/22 RA UP~ ' TO REMAIN ---, 26/18 RA DN \. In rn1 EXISTING EXHAUST DN TO REMAIN ;; 22/20 SA UP 22/14 SA ON (24/20 RA UP 24/14 RA DN 01 , I II " \ rJ..71 I / I \L~...l ~m<! y 18/1 _ 1112/121" ~0 ij EXIST -80-6 I .... ~ r"-71 TYP 2 I" -..... 1_;'( I ,/71 - ~ 1 !J'-\J l~~~ -- ~.A ~-:2 ~ - ~ · ..;i F"J *--, N ~ 1470 I;, I:: CFM L_~~ , ~ " J I oc E) N Z o "'C71 I. I ~~ -.. EXIST -125-6 lYP OF 2 <2>- '- - - >-:~.u 0 \L'::~ J ~ .... ..... AT 18/12' ffXI 111// '////:1 [/1 ~ It.,; ~ 1040.---. . ~ ~ I FPB I~~/~II l.i I FPB CFM. ~ llf..1 2 2-8 ----J 2-7.;.A"_ ~ .6/12 J '" 71 2-8 "'-71 II "',/7jL I ~ I ~~ ":( l~~j u l}j 1_ NEW EXH r)CT ~~ 'La ~- ~ II r /' TO ROOF .I-SAUt- r-;.\ v ,,8/8-- ,","'. / :J"" k:_J ~~D~~r - 62~~~ ==r=\ / r 0- L.~ST2.1.15-~ ~/.~ ~ '(iI~I".w <-- V' I~ JS?I Vk.t' '^' l(D 6 Ic:l . 1iZ::::J EXIST -120-6 ~ /' \ 1'\ ~ 0 r--:-?'J I~ A-100-6 . //to . J.r \ 'I ~ 1 ~ ". - ,~..0. ",_.>1 r-7J I "'\.21> ;: /W -~. ~~ I /1 ~ L.t_..J ~ EXIST -110-6 ~ TYP OF 2 "'-?'J Lt-_ ~ p ~~ ~':: \ ~/ - L) - ~- ~[Jf[] [E] B/s - I c::=:= ~ II '111/R I [ I~~"\ " ~ I ~ ~ n,,-?'J <0 r-71 Uj'~J... ..... '7"[ r I // 1 Lt-~.:JP I I // 1i_-1 Em Lt-_..J ....- ~ - h 2-1 ~ ~ l~J J., -.~ 2-1 1_ I"" I 1"71 '" ?'J ~ l~~ ~ A-a5-6 ~ EXIST -85-6 J TYP 2 ex) ~ EXIST-120-6-r--- ~r'~/'7I I 1YP OF 2 1 /YIf.'" J k_.::J I.. I 878 r"-7I lf~ . ~c A-120-6 Ie=: "C-___ L__.J A-120-6 ~ 00 l~l", [ IL-:: ;J 7'j""\: I I.. - ~STO~ ~0-6 -I"-- ~[8~ ~ ~ -OJ r-71 I / I t.!_...l I 1"2/10 "-71 . ..AK.;.. I l~.::J ~V\ r -/?'J 4/8 ~~8/10 ,. "" ~?'J I ~ I 1i_.::J 1i_-1 v / ~ r-71 , // I Lt-_~ 2-$1' - , "" >71 I'lj , k_~ EXIST -120-6 1YP3 V,", A-130-6 i8I ~-':-l · IL~:::J EXIST -150-6 r r-71 I / I IL~.J 1'-"" !' I L~~ -------- ~(?j l~ ..I1-- Ic= A-90-6 - A-90-6 K21~,,~~{ ~ I'" r 1.,- I I bJ..- ....E,.-71 F J ;'n1~- 5 f- T'"'/, I ~!- {I \L_~ 2-6 f'\"t71 ~ II .~t? :~ I ,I ~ II~, [- 1 EXST-~;!6 ~ ~ sT-90-6 FPB ~ - -=F--, .-:= -dt-O/10 2-5 D T /"7 I rei 7..L I '--? I~ T..;' 2-5 IL_ L-J ~ ~B-24x24 "crJ O I- c, t,..-1050 CF~ FPB 0 ~ nr71 - ~ ~k!-1 2-6 ...... ~ 1 i'~~ e :! ::; Ii \.i .iJ~ II 1'1 16/127tt1 I I I. / lJJ LUp TO EXISTING ROOF HATCH "" ... ,. l~ Lt- _'~ EXIST-120 6 I",-k_ , /\~T \L_~ EXIST -150-6 EXIST-120-6-___ "..f~ TYP OF 2 1.;,,:;J"li Lt-_.::J I II "';~ r .lL I "'..1 po- ~.... I 1i_:::J ... EXIST -1 00-6 ~ :: I" -::~ I I "'. ,. J \L_~ Ic= o ~ ~- ~ { DN 212' R, ~ ....-~ EXIST-105-6.r--- ~I ~( I lYP OF 2 k._~ ?'J 1/ I 1L_-1 ",--, I' I L_\.! ~ ) ..I / / IV' I I" "'i.o' 1'-- ~ ~ ~d I- '-.T '- 5l-iIP5 Jk:-eWER UP 14 ~-::r~ ~vr....-r [ IFPBI I 2-3 I - \,..1 ~ ~ . ~71 /1 ~::-~ EXIST -120-6 II 16/12 RA Up) / 16/16 SA UP~ 12/10 SA ON 2 lU KEY NOTES FOR SECOND FLOOR ~ OPEN ENDED RETURN DUCT WITH MANUAL DAMPER AND 1/2" MESH SCREEN ~ OVER OPENING - BAlANCE TO CFM INDICATED o o o EXTEND EXHAUST DUCT IN JOIST SPACE - NEW DUCT SAME SIZE AS EXISTING - FlELD VERIFY EXTEND EXHAUST DUCT FOR BASEMENT LEVEL REST ROOMS IN JOIST SPACE - CONNECT TO EXISTING VERTICAl... DUCT. GOING DOWN - NEW DUCT SAME SIZE AS EXISTING - FIELD VERIFY MECHANICAL CONTRACTOR SHALL OFFSET SUPPLY AND RETURN DUCTS IN VERTICAL FOR DUCT PENETRATIONS THRU FLOOR AND ROOF TO MISS EXISTING STEEL JOISTS - FIELD VERIFY LOCATION OF JOISTS 0> EXISTING 24x24 RETURN GRILLE - RELOCATE TO LOCATION INDICATED AS REQUIRED - TYPICAL o EXISTING 24x24 DIFFUSER WITH 6_ NECK (VERIFY SIZE) - RELOCATE DIFFUSER AND 60" OF FLEXIBLE DUCT TO LOCATION INDICATED AS REQUIRED - lYPlCAL <0 VAV BOX AND DUClWORK LOCATED IN JOIST SPACE BETWEEN JOISTS - fiELD VERIFY EXISTING SPACE REQUIREMENTS i ~ 9 SECOND FLOOR HVAC SHEETMETAL REMODELING PLAN 1/8" = 1'-0" ~ he 121 I / 6/18 ~ n 1-/ ~ I~ 26/1(---8"' FJ " ~'- "7 '0 ALTERNATE #4 _ 14/1;;~;;;A_= I~ -- _J~~: I 19;7 SEE GENERAL I~- - - - - ~-'~ -r--\;- - ~ TT.- NOTE 'A' ri ILl I~ ~ ~ """" I~ I I EXIST. LIGHT I 11....1 EXIST-70-1~4 '-16/12 RA DN TROFFER I I ;'1 I ,...1 DIFFUSER - lYP -,........ ~ ~ I : : I ~I~~ 01. ~ -t'~~ (1 ~~- J ~ I c=:t= t-----l "It \=- ~ "-EXIST -17~ -114) 4 I j) -;-- rl: 1 TYP OF ri:<W [ II I I ~ 1-6 I I I I u ~~ l 1 Jl -.. r-- I I] ] I i ~4 L-Li~ I lJ I J ~ ~ I Y-! ;EXIST DUCllMOR~ & I c=:t= I I REGISTERS - ntE ICAL : I If I J1 : I I I II :... - r- H----> ~IJ --~~ I II ~N I~ 0 I 1 I ,,~~ ~ I ~ I I If ~ L~! I f n ~ ~~_~_I* 1 c:==!: == I \.0 '--- I! 1 I 1 ~ ~l @l] r ~~---------- __J2LZ___________~=~J J1 ~ I Ul '" 1 ~ '//~I[!fIJ I I rll _ ~ l::%~ J[EU I I II ~0////. lL ...u....... T~I~ --- ~- I I ~iw-' ~ I n=n u~ I <€= ----w~ k C!-l !:"t:-:P U;;; 12/10 SAljp WiilI- ' IF}-\'- F/S DMPR' AT 2ND r FLOOR / 1 EXISTING 28/8 lU L- \ // - COMBUSTION AIR V lOUVER TO REMAIN II "'x - 14/12 EXIST -105-6 EXIST -60-6 TVP OF 4 ~ EXIST -115-6 TYP OF 2 EXISTING 20/6 COMBUSTION AIR DUCT DN TO REMAIN ,24/16 SA UP WITH F /S I DMPR AT 2ND FLOOR 22/14 SA UP WITH F/S DMPR AT 2ND FLR 22/10 SA ON I 26/18 RA UP WITH F /S DMPR AT 2ND FLOOR 2 24/14 RA UP .WITH - ~ nl ~ 14/12\ \\ F/S DMPR AT 2ND FLR r A ~~ nl 1:<:=1 r4-\'t 2~/10 RA_~ - - - - -- ~/1 ~ IlL . I \ I I UP ~e JR".. \\1 <D1lEXIW- -61\ 12/~1 / /l n J1 I- I I' ~ ~l I / I ....- II II I II I ~EXIST-90-6 " :--. rl \ ~.., k. 'l/ ..://:/Ilw ..Ml ~i 1YP OF 4 ~ ~ ~ 41 ~~ I tpt ~ ~. ~ ;~ S_ I l'l///'/~~.~; mTl1 fI~ I 810 CI'" r-t'i 1 ~ IIll -~ -tC'lI III! I ,r ~-1 tmB ~ ~B ,WI' ~.I~i I ~p ! ~ 1"v 1 2 1 1 I~rvt ""Vi h! I ~ __~ ~. - -~l II I II 1 ~ ~7 ---19/7 --- -~= T:.::7 ---17 ~7-~=~ -~Tl ~~__.. ... '" 1 U II II - --:I=--- mr~lQ -L LJ ~-4r ,)II.....~ - tc=J1 1\ E~~~NG jEXISTING EXI~;NGj ! -ll~~+ :~~ ~ /l q II EXIST-135-6 EXHAUST "'EXHAUST IN CEILING '" ~~21 ~ ~ .~ \ rU!~ rr- TVP OF 2 DUCT DN DUCT UP EXHAUST I!<!' ~ - nl I TO REMAIN. AND DN TO FAN TO I 14 ~ ~ ~ I REMAIN REMAIN, <---~ ZD....f :u: \ C-60x18 I I t I.J ( ....rinl I CONNECT TO 60/8 lw-f I)..... I " II TRANSFER DUCT BELOW CONNECT NEW n~ N lJ II I SUPPLY DUCT TRANSFER ELBOW - f-I---1! TO EXIST RA W I-J----..lI DUCT IN WALL II !~~~I ~I II J1 rl I-EXIST-135-6 ~===-==h .-~' [ !LJI~ TYP OF 2 ~ I 4 I rll U I ......' ~ II II I -:: to HH I r IUI I IYVV'fnl _ II II I I lJ II I <---~" : pi II' I rui~ ~I -~~STOF1~5-6 11' Hnl T EXH DUCT I ~ ~ H o BsuT 1 I II II M I rC-2 0 ~WI I t C-24x12-. 4 t -1 H ~ ) ~ I ~n~ I r-- -! - - ----. - - -I ~ I ", ~ / """-./. ( JF===l ~-I - 1 ::r=J I UP 20 R, I L _______~:-~~ _t311_IKI~ - -L~J~~Lj ~ +--- I I .~ ~ 1-4 -., ~ /l J1 -EXIST-140-6 1 4 if' II I! ---- TVP OF 2 I 10/10 - ': ~. 1(f~8~ RA IWI~ ...... J ! I Ilv 8?to"'~ /~,. -~- o~-i I ]:7/ UI --- ~ V l="=~----~,,----------~-I-lLlI..l.L---- t "-~ V./'I. I [I '//. u::::::xJWI ~~------~-..::.=..------ ~ ~}Ii -- -~ v """ i...--.. ~ rr-L In '/// ;//1 r I ~! nJ I I .... g::;vlf j /;//~ 'lA-.. - In! I ~EXIST EXHAUST 1 ~ ~ - v -^" I '/"/~ '1%1 r T./ Iu' ~ ~T I P 11 "J1 m ~ n /l n III lIB 1\ I";"V r//h DUCT TO REMAIN Z " II ~ " II ~f .: ~I YLoI.1I kilt \, I ~ ,WI WI I jU, -"'~!-'I " o In nl [ ...1nl Trll ~ 1111 1111 I /1111 1112 1"'"\ - 1-.. u II IJ !!.... .- U II II II - - - i' ~ - \.AL:JERNA ~ I~ '" :o:rE #4 - SEE ~ I ....... I \ 1\ 22/14 RA UP W.-J,.-3 GENERAL NOTE · A' L-____~ I ____ F/S DMPR AT 2ND FLR ~EXIST-140-6 14/14 RA ON 1YP OF 4 22/14 SA UP WITH I II 1 ~===~ & t I I I F /5 DMPR AT 2ND FLR 14/14 SA ON KEY NOTES FOR FIRST FLOOR ~ OPEN ENDED RETURN DUCT WITH MANUAL DAMPER AND 1/2" MESH SCREEN ~ OVER OPENING - BALANCE TO CFM INDICATED o 0> o A. ALTERNATE #4 - UNDER THIS ALTERNATE THE WOOD CEILINGS SHALL BE REMOVED AND REPLACED WITH 24x24 LAY-IN CEILING FOR ACCESSIBILITY TO THE VAV BOXES - THE MECHANICAL CONTRACTOR SHALL PROVIDE 24x24 LAY-IN DIFFUSERS AND RETURN GRILLES IN UEU OF RE -USING THE UGHT TROFFER DIFFUSERS B. MECHANICAL CONTRACTOR SHALL AELD VERIFY ALL EXISTING CONDITIONS AND EXACT LOCATION OF EXISTING EQUIPMENT, ELECTRICAL CONDUIT, PIPING, DUCTWORK, ETC - PRIOR TO COMMENCING WORK C. COORDINATE LOCATION OF ALL NEW PIPING AND DUCTWORK WITH EXISTING DUCTWORK, PIPING, ELECTRICAL CONDUIT, UGHT FIXTURES AND STRUCTURAL SYSTEMS - IF N4Y PORTION OF THE NEW WORK INTERFERES WITH THESE EXISTING SYSTEMS, IT SHALL BE BROUGHT TO THE AlTENTION OF THE ENGINEER IMMEDIATELY FOR A DECISION D. MECHANICAL CONTRACTOR SHALL EXECUTE CARE AND CAUTION NOT TO DAMAGE EXISTING EQUIPMENT OR THE PIPING SYSTEM, WALLS AND SURFACES NOT RELATED TO THE SCOPE OF WORK - ANY DAMAGE DONE TO SUCH ITEMS OR EQUIPMENT, PIPING, ETC, SHALL BE REPNRED TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER BY THIS CONTRACTOR E. MECHANICAL CONTRACTOR SHALL. DO ALL CU11lNG AND PATCHING AS NECESSARY FOR REQUIRED FLOOR, WALL AND ROOF OPENINGS RELATED TO HIS WORK, UNLESS NOTED OTHERWISE F. MECHANICAL CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND ROUTING OF ALL NEW DUCTWORK - INSTALL NEW DUCTWORK TO MISS EXISTING ELECmlCAL CONDUIT, UGHTS, AND EXISTING PIPING SYSTEMS -- PROVIDE ALL NECESSARY OFFSETS, ELBOWS, DROPS ETC REQUIRED TO ACCOMPUSH THE INSTALLATION G. EXISTING SPRINKLER PIPING SHALL REMAIN UNLESS PIPING IS REQUIRED TO BE ~ ' _ RELOCATED TO ACCOMMODATE NEW PIPING AND DUClWORK INSTALLATION - :11 (tbtlf f ~RELOCATE / ADD SPRINKLER HEADS AS NECESSARY TO PROVIDE COVERAGE OF 'tt .. A ~ REMODELED AREA - MECHANICAL CONTRACTOR SHALL INCLUDE ANY REQUIRED ~~ ~ l rLP~ RELOCATION OF SPRINKLER PIPING AND HEADS IN HIS PROPOSAL MECHANICAL CONTRACTOR SHALL OFFSET SUPPLY AND RETURN DUCTS IN VERTICAL FOR DUCT PENETRATIONS THRU FLOOR AND ROOF TO MISS EXISTING STEEL JOISTS - FIELD VERIFY LOCATION OF JOISTS & RECONNECT EXmNG LIGHT TROFFER DIFFUSER TO NEW DUCT RUNOUTS - lYPICAL EXISTING RETURN GRILLE LOW IN WALL WITH DUCT UP TO CEIUNG RETURN PLENUM FIRST FLOOR HVAC SHEETMETAL REMODELING PLAN 1/8" = 1 '-0" II 14/12 SA DUCT UP WITH F /S DMPR AT FLOOR "'RA DUCT 16/12 UP WITH F /S OMPR AT FLOOR f'-?'J -"'"' EXISl-125-6 I) r- TYP ~ ~ ~ .J II EXISTING - EXISTING EXHAUST ~_ EXH F:'AN ~DUCTWORK ~ 110 CFM '" \ 220 7 ~ CFM l "II , I ~ ~ h~ ~~ Lffi1- ---~-- 10L4 :fi""""=l~ ~P' r~ I (1-::= =:- ---'<.:::." [l ~ l~ ::+~::LJ ~ I I -... 1 .q-I I ".. ... g~~~~G ~! $. 810 CFM-'" ;;; :RIOD ~_. cr" 10j8C _ I 6~~~U~~ _____i ! '" _ : ~~ : / 0?~1 bd I VAV 1[;:: 0-5 B~ ~ ~OC~ ~ @ ..... IW~ a_N ~\ JIi:;~ ~~ DROP DUCT ~1\630 c~ ~! BELOW BEAM · · 70 CFM . ...Ii::::;/ EXIS~ -115-6 . 'll~~ TYP ~ ~ .~:;./ EXIS'-115-6 ~I 1YP ~ IL_~ t==J1 a-Sf> r E::-:;/ EXIS1-115-6 I '~~~ TYP ~ ~ to :.. =:=JI -", "L:.-..I - ~. ~= TI ~ '(1"(1 I -~ i'8~ ~' :l -~ ~ L _\.! I I ..... ~ = 1130 .......,.J'I~- ('i 2-4 <~:.. .~ CAA -"1 J :;.. KY ~ 71r ~~ '" ~- EXIS -120-6 ~ V~ 2 11< it ~~ ')~/l""""- TYP ) co 1 \L_:::J \L_~ ~ ~ cmrJ -rI . ~I', 14/10 II I.J [E] ~ -~J 1078 ; ~~' "-.36/16 RA UP , ~2~ 22/14 RA ON \ Ii '-EXIST-130-6 32/14 SA UP TYP 2 22/14 SA ON '--' z I II i-------------------~' I I 20/6 I ~ v -------------7-------1...\--J I u ZEXISTIN.G l:~~~ I ~ COMBUSTION AIR DUCT - VERIFY PROPER OPERATION ~~t~TJ~G OF BOilER CONTROLS IN RELATION TO COMBUSTION COMBUSTION AIR DAMPER OPERATION. AIR DUCT UP Il'" KEY NOTES FOR BASEMENT FLOOR o o 0> o <0 (22/10 SA DUCT UP WITH f /S DMPR AT FLOOR ~ ~ 1/ VV- EXISTING \J" ~ EXHAUST 24/10 EXISTING \ / ~ DUCT UP r\.1 111 - 10/4 EXH V (L .~ L~' I :~~ I - ~ DUCT UP-l /:J ~ ID~~ · ., / /:'-.... I t 1 24/10 RA DUCT iii ra J:.~;] ~-~I-kJ hi ~ T UP WITH F/S !1220 CFM I I ~ ~ t:I" 1220 CFM DMPR AT FLOOR i!1L7@[O\J - -,-- I I ~ IiZJ "-EXISTING EXHAUST B-2 I I \2J a DUCTWORK AND ~ ! ,r-'--- '/ GRILLES 011 -II I EXISTING ~ I ; EXHAUST :: ~FAN ~ II _~. \ t-i" ~_ ____::4..r-, '-.i.. ~_______.J I 10/4L-J ::r un- 360 CAd. 1YP \- +-- I 11 0-1 tr 10/8 ;~ 3 160 CFM /;.)~ 8". ~~ 00 n- 4-rr- ~ I - I rvAVl Jl ../ ~'I ULJ ~1 I V16/7 -----~ ~ ~ IlDJ ~~SFER "'" ......, .I'! ""'LLI ~ \AlL.. .n. V t=]uz) 16/12 RA DUCT ~ _ /1'- II--ff-+ ~ll B-1 UP WITH F/S t::3-. 116/8 gW:Ai i ~~ 1 . ... .. DMPR AT FLOOR ~!r-l..._..,. t-j DUCT I: EXH UP .1.r720 CFM I I _...i. " II f/- L..,.-J ~, 10/4 II ~ 1 'xt:----!L--- -Ll-----".,l ~ 6/1 ~STlNG l-l-L-----------------..J.>> 1 I c::::L 500 CFM EXHAUST \.. I 16/8 l'~~ FAN .~ "- I I VAV I~ B-1 I 22/10 I ,... L - ---00- - [EXIST, WALL EXHAUST FAN / .II oJ I"" I~ ... I V~ ;; , L14/14 SA DUCT UP WITH F /s DUPR AT FLOOR {\LL DucrtU Sl:)si~. --- Note I L-I~ rJ \ f~w-1\t\S \A-rJ lis 5 ~1E1) OPEN ENDED RETURN DUCT - PROVIDE MANUAL BALANCING DAMPER AND COVER OPENING WITH 1/2- MESH SCREEN - BALANCE TO CFM INDICATED OPEN ENDED VAV BOX TO DISCHARGE AIR. INTO SPACE - DISCHARGE DUCT TO BE ADDED IN FUTURE OPEN ENDED DISCHARGE DUCT FOR FUTURE CONNECTION TO DUCT CONNECTIONS AND/OR DIFFUSERS - BAlANCE TO CFM INDICATED RECONNECT AND/OR REPAIR EXHAUST FAN TO EXISTING EXHAUST - VERIFY OPERATION OF FAN CONNECT NEW 6(6 DUCT (HARD PIPE) TO EXISTING SLEEVE PENETRATION AT VAULT WALL - BALANCE TO CFM INDICATED BASEMENT HVAC SHEETMETAL REMODELING PLAN 1/8" = 1'-0" Client o-lh) g.o.~" 0.0 a 0.0-.<00000$ Oe.OClIID ooc ..... MICHAUD COOLE.Y ~..J ERICKSON L.~ ... ENGINEERING SOLUTIONS 1200 METROPOLITAN CENTRE 333 SOUTH SEVENTH STREET MINNEAPOUS, MN 55402 FAX: 612-339-8354 TEl: 612-339-4941 Consultants GENERAL N.OIE.S I hereby certify thot this plan, specificotiont or . report was prepared by me or under my direct supervision and that I om a duly licensed Professional Engineer under the laws of the st te of M ES Date: Date 4/14/03 Drawn RNB Comm. No. WFCOO 105 Checked CVL Issued For Item Date ISSUED FOR CONTSTRUCTION 4/14/03 & ADDENDUM #2 4/25/23 Project WELLS FARGO PRIOR LAKE Drawing ntle MECHANICAL HV AC SHEETMETAL REMODELING PLAN Drawing No. M4 i II ii 'I I ) J I 1 i I i ! II I c=::: II Ic= H ~ 9 Ic== II II I~ I c:== ----, GENERAL NOTES A. MECHANICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDmONS AND EXACT LOCATION OF EXISTING EQUIPMENT, ELECTRICAL CONDUIT, PIPING, DUClWORK, ETe - PRIOR TO COMMENCING WORK B. COORDINATE LOCATION OF ALL NEW PIPING AND OUClWORK WITH EXISTING DUClWORK, PIPING. ELECTRICAL CONDUIT, LIGHT FIXTURES AND STRUCTURAL SYSTEMS - IF ANY PORTION OF THE NEW WORK INTERFERES WITH THESE EXISTING SYSTEMS, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY FOR A DECISION C. MECHANICAL CONTRACTOR SHALL EXECUTE CARE AND CAUTION NOT TO DAMAGE EXISTING EQUIPMENT OR THE PIPING. SYSTEM. WALLS AND SURFACES NOT RELATED TO THE SCOPE OF WORK - ANY DAMAGE DONE TO SUCH ITEMS OR EQUIPMENT. PIPING, ETC, SHALL BE REPAIRED TO THE ORIGINAL CONDITION AT NO ADDmONAL COST TO THE OWNER BY THIS CONTRACTOR D. MECHANICAL CONTRACTOR SHALL DO ALL CUTTING AND PATCHING AS NECESSARY FOR REQUIRED FLOOR, WALL AND ROOF OPENINGS RELATED TO HIS WORK. UNLESS NOTED OTHERWISE E. MECHANICAL CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND ROUTING OF ALL NEW DUClWORK - INSTALL NEW OUClWORK TO MISS EXISTING ELECTRICAL CONDUIT, LIGHTS, AND EXISTING PIPING SYSTEMS - PROVIDE ALL NECESSARY OFFSETS, ELBOWS, DROPS ETC REQUIRED TO ACCOMPLISH THE INSTALLATION F. EXISTING SPRINKLER PIPING SHAlL REMAIN UNLESS PIPING IS REQUIRED TO BE RELOCATED TO ACCOMMODATE NEW PIPING AND DUClWORK INSTALLATION - RELOCATE / ADD. SPRINKLER HEADS AS NECESSARY TO PROVIDE COVERAGE OF REMODELED AREA - MECHANICAL CONTRACTOR SHALL INCLUDE ANY REQUIRED RELOCATION OF SPRINKLER PIPING AND HEADS IN HIS PROPOSAL Ic= I c:== ~ IJ;;;- .- .-. - ~ ~ & ~ ~ qiih 3/4").. ~ '-11, ....... " AT "aJ....WR# - "<"- ""V I ~ Tll """ I ttt-r I ~ oc I , / Q kD--_/ / ;> N Z a I PROVIDE 3-WAY CONTROL" VALVE ON FPB-2,2 SEE ~ DETAIL S/M6 I 11 I FPB 12-7 \ I r \ ~ ~" ~ .... ... " -'\... ":r r------, I . ~~ ~l ~~ '" -= ~ J .~ ~ ~ r3/4" :\ "'+: II · ': -; .~ ~ ~ c: '::) J ~u 'I:~-r [~.@_- tog:: _\1 1 I If (0 i I i .-7- - - --_:.:--:..~:.:.:.~~t!\!.f!.---Hvis----= ~ ~ ~ ....... T 1"- I I I I I I I I ~I :r:1 I I 10:::: 13= I:I: I ! _____ It-- !I I I I I I I I I I 1 I 1 I I I I I TI~ I : - + tm ~trl,'i~: : II 2-5 t\" ~~~~ t:::t I _ ~ .. ~ II ( r ~~ II I -- ------- ;-.?--....---HWR---------, ~ ~ ~ L~~-fT-~ ------- ---~----HWS----;--l i I 0 fIIJ=-------~JIS--------"1-lJ----1 I ~ .ll fG ~.~ :-------7 ---HWR---- ------...1 PN 20 R. I" '" ~ 0 -, ..c":' _I-J ~) It ~~ h~ I v 11M r ~~ 9" 1 'I/o. :r ~~ '-3/4" 3/4".Y I FPB . -~ ...1; 2-3. [HJ I I ~ ~ ~ )". ... / q3I' ~~I~S~~D:~OF ill lUJ , " _-~-@- :' .4 "~<: I I ...~ HWR. .Ut~ if 17 PROVIDE 2-WAY CONTROL ~ VAlVE ON ALL VAV BOXES EXCEPT WHERE NOTED OTHERWISE- SEE DETAIL 41MB. TYPICAL L> l ~ I ~ 3/4" 11 L __.J L___~ ~ ~/\ <( 11 V"O 3/4.~ ... ... ~""" ... .. ~ II ~.~~ HWS I :-.. :-.. I ~ I II 2-1/2" 1-1/4" 1-1/4" /> I ~ .!l-- 1-1/2" HWS & HWR UP TO 2ND FLR TO REMAIN 1" GAS PIPING UP AND DN- II EXISTING HOT WATER BOILER (250,000 STUH INPUT EACH) TO REMAIN SECOND FLOOR HVAC PIPING REMODELING PLAN 1/811I = 1'-0" D r-- --- I r- ---- ~~ ~ I! ~ I I I! n )LLJL , ! I I 1 I 1 I t;- I J. E-- I I ~ <W' I I IL I I---- ..--.-1 L--~ 1" GAS PIPING UP AND ON I I let: I:J: ,:I: UlI :E1 I I I I r-- ! ~ ; I I I I I I I I I 1 I 1 I 1 "1 : T J I TW I · c,d> -- I -1 1f o~l [ " .~~I ~WR !3~JI '-- -=- Client /MECHANICAL CONTRACTOR SHALL MAKE ARRANGEMENTS NEW 1-1 14'"'1 WITH THE LOCAL GAS UTILITY COMPANY TO MODIFY GAS PIPE UP _ l AND/OR CHANGE THE GAS LEAVING METER PRESSURE TO 2 PSI AND ACCOMMODATE THE NEW TOTAL CONNECTED LOAD OF 1,055 CFH. EXIST UNIT \ HEATER TO In~n~\ ~UP 21c l~.:>~ @j ~ :--. 0 3/4- 3/4"1 ~ rp~ .~ ~. ~ ~~ QJf1jP ~~ ~ I Yli 0~' I' h~r r I :=>1-1/4"- ~ VI .~ h !,o.:~.. IUnr;nilll ~ ! ~ -1 I I I ---I ~ ~ L!:. ] ~~ II - _..::- .:::1 ..::- ..::- ..::- ..::- ..::- ..::-..::- ..::-..::-..::- ..::- ..::- "' ..::-..::- ..::- ..::- ..::- ..::- ..::- _~s ..::- liwR" ..::- ~~..::-..::- ..::- ..::- ..::- ..::- ..::- ..::- ..::- ..::- ..::- ..::- ..::- ..::- ..::- ..::-..::- ..::- !::l::- ..::- j..::- ..::- ~ ~ ~ ~ -';:;3/4" 1-1/2" 1-1/4" 1-1/4/1 rf===~--~J 1 I 1 I 1 I 3/4" I I. 1 .. W- I I ~i ~ I I I I 1(1) I~ I I 0:::1 31=1 :I: I I I I I ! I ] 1 I I I PROVIDE 2-WAY CONTROL 1 I VALVE ON ALL VAV BOXES : I EXCEPT WHERE NOTED I l OTHERWISE - SEE DETAIL r----.....-,] ..L.,. 4/MB. lYPICAL. _ ~,~--~-- Ij I &.Ai ~- 3/4" ~ " I\l~'- ~~. &I~ 3/4 Vla<-~~_ ;: :':'HW~ r ~BI ~ '1/ HWR I ~1 I ~ 3/4"J Em1B\ I ---. ~~A '//'/ '/ . 1~~1 om:J CEO ql" .... ... ""'... ~'" I ,. '\\ ==:11 t==J1 ] Jl 1] ~ ~ ~===~ II u II II II II II T lh===~ D III (l<&6.. 0 D e-d III IIIG-O 010011 CI ."'. I) ~D&~ ..... MICHAUD COOLEY t==J1 ~..j L~~ E R I ( K S O' N ... ENGINEERING SOLUTIONS t==J1 1200 METROPOLITAN CENTRE 333 SOUTH SEVENTH STREET MINNEAPOUS, MN 55402 FAX: 612-339-8354 TEL: 612-339-4941 !Fn ~.l ~~J UP 20 R. I I ..... /X/ ""- nil - 1 ~ Z a LpROVlDE 3-WAY VALVE ON FPB 1-1 - SEE DETAIL 5/M6 ~ 11 , <( Consultants lU ~il 11 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I om 0 duly licensed Professional Engineer under the laws of the st te of M ES FIRST FLOOR HVAC PIPING REMODELING PLAN 1/811I = 11-0" ~ c: P [J G) OJ \J ~~ ~Q ~ & LL --~------j;~-- -----~~ HWS ." l-t ,-_.=-~------ -~R- ----~;c-+--HWR --, I 3/4" ~ 0 '" I I 1 I I: "- I I \ II I I I I ># W---1 ~ '1;+ I I I I I I I I ~ I I J tf ==~~~~.=l~ rT 3/4" l!~======:::HWS:::.I:'~:::====== =====ff ~..::-..::-..::-~;_I,~..::-..::-..::-HWif-- ~~ ..::-..::-.i\ 1 1" GAS ~ II 3/4" J'/; ~I I 0 J I I 3/4"~ VAV 1m J PIPING UP "!! - - - - - ~ ~ 8-4 I~ :JI ~ II r~ ~ ~~l 1"~ ~t~~R--~~S-~~~~~~~~~~~~~~~jj :-1;2~ ~v L r-~ r--=--'" ----G--1>==~/~. IT I or V ~ I Ie!> I It!> ( ~ :v ~:v 7\ '\ e!>( ..\ I I [ L J L J........ .;4.'}~')~~ ,_I 66 ~ ~ / //"-,/1 1\ ~ b> E?EZ~ST ~I A I H~P II H~P II H~P I EXISTING HEATING WllE; PROVIDE NEW GAS PRESSURE WATER PUMPS TO REGULATORS ON WATER HEATER AND BOILERS REMAI N TO ACCOMMODATE REVISED LEAVING METER GAS PRESSURE OF 2 PSI IL II I VAV I 8-6 q.h - ~. ~ EXISTING DOMESTIC J HOT WATER HEATER (55,000 STUH INPUT) Date: Date Drawn 4/14/03 RNB Comm. No. Checked WFCOO105 CVL Issued For ~ ~ I" \j.... \ PROVIDE 3-WAY CONTROL~ VALVE ON VAV-B-3 - SEE DETAIL 5/M6. ~ .~IVAVI ... _ B-2 :r Item Date ISSUED FOR CONTSTRUCTION 4/14/03 & ADDENDUM #2 4/25/23 oc ~ 0- :::J ED KGl-----t-- = ......-. - - l.:I=J r3/4ft ... .... ... ~ ~"V 8-5 . HWR ~.... HWS .... 3/4" ,... l- - ---00- - Project HWR HWS ~ ~ f3/4" "'1\ WELLS FARGO PRIOR LAKE ..I. ~ ~ ::I: 0:: 3r: :I: PROVIDE 2-WAY CONTROL ~ VALVE ON ALL VAV BOXES EXCEPT WHERE NOTED OTHERWISE - SEE DETAIL -'U" 4/MS. TYPICAL 1m I I ~~ I , Drawing TItle MECHANICAL HV AC PIPING REMODELING PLAN Drawing No. BASEMENT HVAC PIPING REMODELING PLAN 1/811I = 1'-011I M5 ~ SEE SPECIFICATION SECTIONS 15140 AND 15260 FOR ADOmONAL REQUIREMENTS HANGER ROD lOCKING NUT OVERSIZED GAlVANIZED PIPE STRAP - ANCHOR TO WOOD PAD WITH GALVANIZED WOOD SCREWS BY MECHANICAL ~ SUPPLY OR RETURN ~ I DUCT SEE PLAN SEAl ALL SEAMS WATERTIGHT :.....1 t. 'I il ;1 SUPPORT NUT ADJUSTABLE CLEVIS HANGER 16 GAUGE SHEET METAL FLASHING PAN AROUND DUCT BY DMSION 15 CONTRACTOR - TYPICAL. GAS PIPE 2 INCH AND SMAlLER STORM COLLAR ~ CONTINOUS FlASHING. SECURE TO FLASHING TO DUCT &: PROVIDE A WATERTIGHT SEAl. 2.)(8" ROOF CURB BY GENERAL CONTRACTOR CANT STRIP AND ROOF FLASHING BY GENERAL CONTRACTOR - TYPICAL CUT INSULATION AT HANGER STRAPS PIPE INSULATION - EXTEND FUll SIZE THRU HANGER HIGH DENSIlY INSULATION INSERT (HOT PIPING) OR SOLID WOOD BLOCK (SOLD PIPING) - SEE SPECIFICATIONS 9" lONG MIN. - 4 X 4 TREATED WOOD BLOCKING 6. -0" ON CENTER, PROVIDED BY MECHANICAL (DO NOT FASTEN TO ROOF) '" TOP OF EXISTING ROOF DECK FJELD VERIFY ELEVATION N S N ROOF WOOD BLOCKING (SAME THICKNESS AS ROOF INSULATION) BY GENERAL CONTRACTOR - FIELD VERIFY INSULATION THICKNESS METAl INSULATION PROTECTION SHIELD (12 INCH MINIMUM LENGTH) EXISTING STEEL ROOF DECK DOMESTIC HOT WATER AND RAINWATER PIPING SYSTEMS ONLY CD CLEVIS HANGER DETAIL NO SCALE CONTROL V/JJ..VE (SIZED BY TEMPERATURE CONTROL CONTRACTOR) CONCENTRIC REDUCER (TYP.) SHUTOFF VAlVE (TYP.)________ BALANCING VALVE W/MEMORY STOP c:, SUPPlY~ ~ PIPING ---/ ~ RErURN~ MIN. DISTANCE PIPING PER MFR. 's RECOMMENDATION FLOW FITTING (SEE SPEC. FOR REQI. & TYPE) NOTE: OFFSEr PIPING &: LOCATE UNIONS SO COil - CAN BE PULLED WITHOUT DISMANTUNG SUPPLY & RETURN PIPING PIPE COil FOR COUNTERFLOW OPERATION (NSlLA1B) PPNQ) (3) ROOF PIPE SUPPORT DETAIL NO SCALE (lN8LA1B) PPNQ) 0. SUPPLY DUCT PENETRATION THRU ROOF NO SCALE BALANCING VALVE W/MEMORY STOP FAN POWERED VAV BOX MINIMUM 3 DIAMETERS OF STRAIGHT RIGID DUCT IMMEDIATELY AHEAD OF CONNECTION AT BOX - SAME DIAMETER AS INlET SIZE HOT WATER HEATING COIL IF REQ'D. (AS SHOWN ON DRAWINGS) FLEX. -' ~/N/~~~,~,~// BEL!. MOUTH FmlNG WITH BALANCING DAMPER OPERATOR ON BOTTOM OF DUCT 1 It 26 GA. STRAP ~ HANGERS ON 10 /" FOOT CENTERS MAXIMUM BAND , CLAMP HOT WATER HEATING COIL IF REC'O. (AS SHOWN ON DRAWINGS) MINIMUM 3 DIAMETERS OF STRAIGHT RIGID DUCT IMMEDIATELY AHEAD OF CONNECTION AT BOX - SAME DIAMETER AS INlET SIZE BELL MOUTH ATnNG WITH BALANCING DAMPER. OPERATOR ON BOTTOM OF DUCT 1" 26 GA. STRAP /' HANGERS ON 10 FOOT CENTERS MAXIMUM BAND ~ ClAMP INLET FILTER ~ BEll-MOUTH DUCT TAKE-OfF AT MAIN MAIN ./' SUPPLY~ DUCT NOTES: 1. PROVIDE ACCESS PANEL ON VAV BOX IF IT HAS A HEATING COIL LOCATE ON BOTTOM OF VAV BOX, UPSTREAM OF COil 2. FUTURE PIPING TO HEATING COil FROM SAME SIDE AS CONTROLS. PIPING OR CONTROLS 3. DIFFUSER TAKEOFFS MAY BE ON SIDE OR BOTTOM OF DUCT MAIN SUPPLY DUCT TERMINAL UNIT COIL PIPING DETAIL NO SCALE (W/S-WAY VALVE) (}) V.AV. BOX NO SCALE i ~ 9 @ FAN POWERED VAV. BOX NO SCALE Clie nt CONTROL VIU..VE (SIZED BY CONTROL VALVE MFR,) CONCENTRIC REDUCER (TYP.) MIN. DISTANCE I PER MFR. '5 RECOMMENDATION Z2 \ Jc; '" L UNION (TYP .) ~ ==J~ BALANCING VIU..VE ~~~~Y W/MEMORY STOP FLOW FITTING (SEE SPEC. RETURN FOR REQ'T. & TYPE) PIPING SHUTOFF VflJ..VE (lYP.) / NOTE: OFFSET PIPING & LOCATE UNIONS SO COil - CAN BE PUllED WITHOUT DISMANTUNG STRAINER SUPPLY &: RETURN PIPING PIPE COIL FOR COUNTERFlOW OPERATION &5 CI ~t1 GOO 1101100 6GGI!I 0006 00 It III II' ClOOI> o ... O TERMINAL UNIT COIL PIPING DETAIL NO SCALE MICHAUD COOLEY ~..j ERICKSON L.~ .. ... ENGINEERING SOLUTIONS 1200 METROPOLITAN CENTRE 333 SOUTH SEVENTH STREET MINNEAPOUS. MN 55402 FAX: 612-339-8354 TEL: 612-339-4941 Consultants I hereby certify that this plan, specificationt or report was prepared by me or under my direct supervision and that I am a duly licensed Professional. Engineer under the laws of the st te of M ES Date: Date Drawn 4/14/03 RNB Comm. No. Checked WFCOO105 CVL Issued For Item Date ISSUED FOR CONTSTRUCTION 4/14/03 & ADDENDUM #2 4/25/23 Project WELLS FARGO PRIOR LAKE Drawing TItle MECHANICAL DET AILS Drawing No. M6 Client ROOF TOP UNIT SUPPLY FAN DATA RETURN FAN DATA COOLING COIL DATA HEATING HEATING COIL STEAM ELECTt GAS T. ELECT. UNIT MANUFACTURER LOCATION FAN TYPE CFM ESP.t IN RPM BHP FAN TYPE CFM ESP~IN RPM BHP FACE FPI CFM MBHS EDB EVB APD EWT GPM ;. TYPE FH FPI EDB MBHS APD EWT GPM % PSIG KW MBH-IN GAS MCA REMARKS NO. MDDEL NUMBER AREA SERVED WHEEL TYPE WHEEL DIA. TSP.tIN HP WHEEL TYPE WHEEL DIAt TSP..IN HP AREA ROWS MBHT MBHL LDB LWB FPM LVT WPD.tFT GLYCDL SUCT T FL ROWS LDB LWT WPD/FT GLYCOL LBS/HOUR STAGES MBH-OUT TURNDDWN V-PH-HZ RTU McQUAY ROOFTOP AF 16,000 2t 0' 1621 13.2 Ar 14..000 1 .00' 1250 9.5 27 12 16.tOOO 409.6 80.0 67tO 1 . 01 NA NA NA R22 NA NA 55.0 395t7 0.33' NA NA NA 500tO 2011 252.2 SEE NOTES 1 RPS-040C ENTIRE BLDG DWDI 24' 3,75 20 SWSI 30' 1 t6S' 10.0 5 533t6 124.0 56t6 56.4- 592 NA NA 77t9 NA NA 400.0 208/3/60 ~ NOTES: CD TOTAL WEIGHT OF UNIT .IS EQUIVALENT TO 11,000 LaS - EXCLUDES WEIGHT OF UNIT CURB/ SUPPORT STRUCTURE - ALL HEATING INFORMATION APPUES TO GAS FIRED HEAT EXCHANGER @ 4 COMPRESSORS TO PROVIDE 4-STEP CAPACITY CONTROL WITH HOT GAS BYPASS - CIRCUIT #1 @ PACKAGED ROOFTOP UNIT, VARIABLE VOLUME/SINGLE ZONE WITH OX COOUNG COIL, GAS HEATING, 100~ ECONOMIZER WITH RETURN FAN AND OUTSIDE A1R/REUEF AIR LOUVERS AND DAMPERS - PROVIDE ANGULAR FILTER SECTION WITH 2" 30" EFFICIENT FILTERS - UNIT MANUFACTURER TO PROVIDE HEATED ACCESS SECTION W/FACTORY INSTALLED VFD'S FOR THE SUPPLY & RETURN FANS @ PROVIDE BACK RETURN AIR CONNECTION AND SIDE SUPPLY AIR PLENUM FOR OVER THE ROOF SUPPLY AIR DISCHARGE. @ SUPPLY & RETURN FAN CFM INDICATED IS DESIGN eFM - MAXIMUM SUPPLY FAN CFM SHALL BE SET AT 13,070 CFM - MAXIMUM RETURN FAN CFM SHALL BE SET AT 11,460 CFM PUMPS FAN POWERED YAY BOXES PUMP DATA MOTOR DATA E:MER. UNIT MANUFACTURER DESCRIPTION LOCATION GPM HD.t FT 1- BHP RPM VFD POWER CTRL REMARKS NO. MODEL NUMBER AREA SERVED lBS/HR WKG PRES GLYCOL HP V-PH-HZ SERVt TYPE HWP BELL & GOSSET HEATING MECHANICAL RM. 10.0 lL 0 NA - 1725 NO NO - EXIST. IN-LINE PUMP 1 SERIES HV - 1-1/2 SYSTEM BASEMENT - - 1/6 120-1-60 SEE NOTE <D HWP BELL & GOSSET HEATING MECHANICAL RM. ILO 16.0 NA - 1750 NO ND - EXISTt I~LINE PUMP 2 SERIES 60 - 1-1/2AA SYSTEM FIRST rLOOR - - 1/4 120-1-60 SEE NOTE 1 HWP BELL & GOSSET HEATING MECHANICAL RM. 13.0 16.0 NA - 1750 NO NO - EXIST. IN-LINE PUMP 3 SERIES 60 - 1-1/2AA SYSTEM SECOND FLOOR - - 1/4 120-1-60 SEE NOTE (fj CUI & tlo.. c tlieo o-Iloil ceo(l.o!lO.OOj)eoCl ... PRIMARY (COOLING) AIR HEATING COIL FAN MOTOR DATA UNIT MANUFACTURER LOCATION AHU CFM-MAX APD DIS NC CFM-MAX EDB WID, IN FPI EWT GPM KW CFM HP V-PH-HZ REMARKS NO. MODEL NUMBER AREA SERVED F'lR CF'M-MIN IN @ 1.5' CF'M-MIN LDB HT ~ IN ROWS lWT WPD~FT STAGES ESP~IN VAV TITUS CONFERENCE NA 420 Ot35 <30 145 65 17 180.F 1.4 420 1/4 120-1-60 BASE BID.t SEE NDTES 1-1 PTQS-6-SIZE 2 REST ROOM 145 145 95 15 2 160+F 1.2 t25' <:D@ VAV TITUS OFFICES NA 540 O.lS <30 190 65 17 180+r 1.7 540 1/4 120-1-60 BASE BID" SEE NOTES 1-2 PTQS-B-SIZE 3 190 190 95 15 2 160+F 1 t6 t25' <:D@ VAV TITUS OFFICES NA 550 Ot 15 <30 195 65 17 180+F 1.B 550 1/4 120-1-60 BASE BID.t SEE NOTES 1-3 PTQS-8-SIZE 3 195 195 95 15 2 160+F 1.7 .25' <:D@ VAV TITUS IJFF'ICES NA 355 0.25 <30 125 65 17 180.F 1 . 1 355 1/4 120-1-60 BASE BID.t SEE NOTES 1-4 PTQS-E,-SIZE 2 125 125 95 15 2 IGO.F 0.75 .25' (!)@ VAV TITUS LOBBY/ NA 1840 0.18 <30 645 65 25 180+F 6.0 1840 3/4 208-1-60 BASE BID.t SEE NOTES 1-5 PTQS-14-SIZE 5 TELLERS 645 645 95 17 2 160.F 13.4 .50' .<:D@ VAV TITUS WORK RM/ NA 575 0.15 <30 200 65 17 180.F' 1.9 575 1/4 120-1-60 BASE BID, SEE NOTES 1-6 PTQS-a-SIZE 3 TELLERS 200 200 95 15 2 160.F 1.9 .25' <:D@ VAV TITUS RECEPTION NA 770 0.13 <30 270 65 17 180.F 2.5 770 1/4 120-1-60 BASE BID, SEE NOTES 2-1 PTQS-IO-SIZE 3 OFF' ICE 270 270 95 15 2 160.F 4.5 ,25' <:D@ VAV TITUS OFFICES NA 870 0.18 <30 200 65 17 180+F 2.8 870 1/4 120-1-60 BASE BID" SEE: NOTES 2-2 PTQS-IO-SIZE 3 200 200 95 15 2 160+F 5t5 .25' <:D@ VAV TITUS RECEPTION NA 400 0.32 <30 140 65 17 180.F 1 t3 400 1/4 120-1-60 BASE BID.. SEE NOTES 2-3 PTQS-6-SIZE 2 OFFICE 140 140 95 15 2 160.F ItO .25' <:D@ VAV TITUS DFFICES NA 860 Ot 17 <30 300 65 17 180.r 2.8 860 1/4 120-1-60 BASE BID.t SEE NOTES 2-4 PTQS-I0-SIZE 3 300 300 95 15 2 160.F 5.5 .25' <:D@ VAV TITUS RECEPTION NA 490 Ot 12 <30 170 65 17 180+ F 1 t6 490 1/4 120-1-60 BASE BIDI SEE NOTES 2-5 PTQS-8-SIZE 3 170 170 95 15 2 160.F 1,4- .25' Q)@ VAV TITUS RECEPTION NA 690 0,21 <30 240 65 17 180.F 2.2 690 1/4 120-1-60 BASE BID.t SEE NOTES 2-6 PTQS-8-SIZE 3 OFFICE 240 240 95 15 2 160.F 2.9 t2S' <D@ VAV TITUS WORK NA 560 0.16 <30 195 65 17 180+F 1 t8 560 1/4 120-1-60 BASE BID, SEE NOTES 2-7 PTQS-8-SIZE 3 ROOMS 195 195 95 15 2 160.F it7 .25' (})@ VAV TITUS RECEPTION NA 720 0.12 <30 250 65 17 180+F 2.3 720 1/4 120-1-60 BASE BID.t SEE NDTES 2-8 PTQS-I0-SIZE 3 OFFICE 250 250 95 15 2 160+F 3.3 .2S' Q)@ MICHAUD COOLEY ~.j L.~ ERICKSON ~ ENGINEERING SOLUTIONS NOTES: <D REBALANCE PUMPS TO GPM FLOW INDICATED GRILLES REGISTERS & DIFFUSERS 1200 METROPOLITAN CENTRE 333 SOUTH SEVENTH STREET MINNEAPOUS, MN 55402 FAX: 612-339-8354 TEl: 612-339-4941 'g TYPE MANUFACTURER MODEL NUMBER MATERIAL DIS NC NOMINAL SIZE MOUNT fILTER REMARKS fUNCTION @ 1.5' TYPE A TITUS TMS STEEL 35 24x24 LAY-IN NO fULL FACE DIFFUSER SA DIFFUSER - FRAME TYPE 3 B TITUS 50F ALUMINUM 30 24x24 LAY-IN NO 1/2 GRID CORE V/STEEl BORDER RA GRILLE - BORDER TYPE 3 C TITUS 50F ALUMINUM 30 SEE PLAN SURFACE NO 1/2 GRID CDRE W/STEEl BORDER RA GRILLE - BORDER TYPE 1 Consultants YAY BOXES I hereby certify that this plan. specification, or report was prepared by me or under my direct supervision and that. I om a duly licensed Professional Engineer under the laws of the st te of M ES NOTES: CD ALTERNATE 11 - DELETE FAN POWERED BOXES SPECIFIED FOR THE FIRST AND SECOND FLOORS AND SUBSTITUTE TYPE PESV BOXES INDICATED IN THIS SCHEDULE. REFER TO SPECIFICATIONS, @ ALTERNATE (/3 - PROVIDE TYPE DTQS FAN POWERED BOXES TO ACCOMMODATE DIRECT DIGITAL CONTROL SYSTEM - REFER TO SPECIFICATIONS PRIMARY (CODLING) AIR HEATING COIL UNIT MANUFACTURER LOCATION AHU CFM-MAX APD DIS NC CFM-MAX EDB WID.tIN FPI EWT GPM KW REMARKS NO. MODEL NUMBER AREA SERVED FLR CFM-MIN IN @ 1.5' CFM-MIN LDB HT, IN ROWS LWT WPD~FT STAGES VAV TITUS SERVER NA 500 Ot26 <2S 500 5S.F 12 180+F 1.6 NA BASE BID B-1 PESV-8 ROOM NA 175 175 85.F' 10 2 160+F 1.4 NA @ VAV TITUS MULTI-PURPOSE NA 1220 0.24 <25 1220 5S.F 16 180.F 4.0 NA BASE BID B-2 PESV-12 ROOM NA 430 430 8S+F 15 2 160.F 3.0 NA @ VAV NOT USED B-3 VAV TITUS CONFERENCE NA 680 0.27 <2S 680 5S+F 16 180., 2t2 NA BASE BID B-4 PESV-I0 RO[]M NA 240 240 8S+F 12.5 2 160.F 2t9 NA @ VAV TITUS BREAK NA 290 Ot 13 <25 290 SsoF 12 leOoF 0.9 NA BASE BID B-5 PESV-8 ROOM NA 100 100 85+r 10 2 160.r 0.5 NA @ VAV TITUS STORAGE NA 740 0.29 <25 740 SS.F 16 180+F 2.8 NA BASE BID B-6 PESV-I0 ROOM NA 260 260 85+F 12.5 2 160+F 5.5 NA @ VAV TITUS CONFERENCE NA 420 Ot 19 <2S 420 5S.F 12 180+F 1.4 NA SEE NOTES 1-1 PESV-8 REST ROOM NA 145 14S 8S.F 10 2 160+F 1 t2 NA COO) VAV TITUS OFFICES NA 540 0.15 <25 540 550F 16 180+F 1.7 NA SEE NOTES 1-2 PESV-I0 NA 190 190 85+r 12.5 2 1600F 1 t6 NA COO) VAV TITUS DFFICES NA 5S0 0.15 <25 550 SsoF 16 1800F 1.8 NA SEE NOTES 1-3 PESV-I0 NA 195 195 85+F 12tS 2 1600F 1.7 NA CD@ : VAV TITUS OFFICES NA 355 0.13 <25 355 S50F 16 180+F 1.1 NA SEE N[]TES 1-4 PESV-10 NA 125 125 8S.F 12.5 2 160+F 0.75 NA <:D@ VAV TITUS LOBBY/ NA 1840 0.4 <25 1840 5S+F 20 1800F 6.0 NA SEE NOTES 1-5 PESV-14 TELLERS NA 645 645 8S.r 17.5 2 160+F 13.4 NA CD@ VAV TITUS WORK RMI NA 575 0.19 <25 S75 5S.F 16 180+F 1.9 NA SEE NOTES 1-6 PESV-I0 TELLERS NA 200 200 8S+F 12.5 2 160+F 1.9 NA CD@ VAV TITUS RECEPTIDN NA 770 0.3 <25 770 SS.F 16 180.F 2.5 NA SEE NOTES 2-1 PESV-I0 OFFICE NA 270 270 85+F 12.5 2 160.F 4.5 NA COO) VAV TITUS OFFICES NA 870 0.39 <25 870 550F 16 180+F 2.8 NA SEE NOTES 2-2 PESV-I0 NA 200 200 85.F 12.5 2 160+, 5.S NA <:D@ VAV TITUS RECEPTION NA 400 Ot2 <2S 400 5S+F 12 180.F 1.3 NA SEE NOTES 2-3 PESV-8 OFFICE NA 140 140 8S+F 10 2 160+F 1.0 NA CD@ VAV TITUS OFFICES NA 860 Ot32 <25 860 S5+F 16 180. F 2.8 NA SEE NOTES 2-4 PESV-I0 NA 300 300 85+F 12.5 2 1600F 5.5 NA COO) VAV TITUS RECEPTION NA 490 .26 <25 490 5S+F 12 leO+F 1.6 NA SEE NOTES 2-S PESV-8 NA 170 170 8S+F 10 2 160.F 1 t 4 NA (})@ VAV TITUS RECEPTION NA 690 0.28 <2S 690 SS+F 16 180.F 2.2 NA SEE NOTES 2-6 PESV-I0 OFFICE NA 240 240 85+, 12tS 2 160+F 2.9 NA <:D@ VAV TITUS WORK NA 560 0.16 <25 560 5S+F 16 1eOoF 1.8 NA SEE NOTES 2-7 PESV-l 0 ROOMS NA 195 19S 8S+r 12.5 2 160+F It7 NA CD@ VAV TITUS RECEPTION NA 720 0.29 <25 720 S5+F 16 180+F 2.3 NA . SEE NOTES 2-8 PESV-I0 OFFICE NA 250 250 8S+F 12.5 2 160.F 3.3 NA <:D@ Date: Date Drawn 4/14/03 RNB Comm. No. Checked WFCOO 105 CVL Issued For Item Date ISSUED FOR CONTSTRUCTION 4/14/03 /i\ ADDENDUM #2 4/25/23 Project WELLS FARGO PRIOR LAKE NOTES: G) ALTERNATE #1 - DElETE FAN POWERED BOXES SPECIFIED FOR THE FIRST AND SECOND FLOORS AND SUBSTITUTE TYPE PESV BOXES INDICATED IN THIS . SCHEDULE. REFER TO SPECIFICATIONS. @ ALTERNATE 13 - PROVIDE TYPE OESV VAV BOXES TO ACCOMMODATE DIRECT DIGITAL. CONTROL SYSTEM - REFER TO SPECIFICATIONS Drawing TItle MECHANICAL SCHEDULES Drawing No. fi ~ 9 M7 ! 'I ,J 'I I j Client ELECTRICAL GRAPHIC SYMBOLS ELECTRICAL SPECIFICATIONS 1. The uGeneral Conditions of the Contract", current edition, published in standard form by the American Institute of Architects shall be part of this contract. 2. The Contractor shall furnish and install all minor items which are obviously and reasonably necessary for completion. 3. All work and materials shall be in full accordance with the National Electr;c Code an State and Local codes that apply. 4. The Contractor shall take out permits, procure certificates and pay all fees connected therewith. 5. Bidders shall visit the site and familiarize themselves with all conditions surrounding the work. 6. The Contractor is referred to the architectural, structural and mechanical plans and specifications and to Landlord's Lease Agreement. Such plans and specifications are Contract Documents. 7. Drawings are diagrammatic and intended to show approximate locations. 8. Unless otherwise noted, all materials shall be new and the best of their several kinds. 9. Contractor shall submit request for substitution in writing to the Engineer. 10. This Contractor shall touch up or refinish the factory finish of equipment marred during shipment or installation. 11. The electrical installation shall meet the approval of the Engineer before acceptance by the Owner. 12. The Contractor shall be a licensed Moster Electrician of the state in which the job is located. 13. The entire installation shall be performed by a licensed electrical contractor in 0 first-class workmanlike manner. 14. No interruption of building functions or electric service shall be permitted without approval of the Owner. 15. Electrical work shall not interfere with clearances required for general and mechanical construction. Should electrical work be installed which interferes with the work of the other Contractors, such work shall be changed at no additional cost to the Owner. 16. This Contractor to do all cutting and patching required to install any portion of this work. Patch with new materials of the same type that was removed. Refinish patched surface to match existing adjacent surfaces. 17. Grounding shall comply with the Code and requirements of the power company serving. 18. At the completion of the work, this Contractor shall remove all rubbish caused by his work and sholl thoroughly clean all equipment. 19. All work shall be guaranteed free from defects for a period of one year from date of final acceptance. 20. All items of electrical equipment associated with the control of electrical apparatus shall be identified. J-boxes above ceiling to have stencil. 21. Nominal mounting height of devices in exposed concrete block, tile or brick walls shall all occur within a structural course. A minimum amount of block. tile or brick walls shall be cut. 22. All electrical equipment shall be Specification Grade and UL approved unless specified otherwise. 23. Minimum size of outlet boxes shall be 4 U trade. 24. All conductors shall be copper. BOOV- THW, THHN, THWN OR XHHW #12 minimum size. Aluminum wire shall not be permitted. 25. All electrical wiring must be in conduit (No Romex, ex, etc.. is permitted). 26. No conduits to be run in ductwork. A # 18 gauge steel pull wire shall be installed in all empty conduits. 27. All conduits through roof shall penetrate roof using proper approved roof flashing. 28. Flexible conduit can only be used for short final connections to interior lighting fixtures, transformers. motors. etc. 29. All electrical equipment and conduit exposed to weather shall be weatherproof. 30. Fuses shall be Bussmann ''low-Peak'' dual element, Class RK5. 31. Provide typewritten index cards for all panels. Key panel door lock to master key for shopping center. 32. Provide all electrical panels, disconnect switches and time clocks with engraved nameplate. Plates to be 1/2" white letters on black micarta plate. 33. The Contractor shall be responsible for verification of ceiling construction before installing light fixtures. 34. The Contractor shall be responsible for properly balancing all branch circuits between the phases of the system. 35. Switches and receptacles sholl be Hubbell, P & S or Slater with Hubbell numbers used to specify type used. Switches shalf be black color, 20 amp, 120/277 volt AC rated - receptacles shall be black color 20 amp grounding type #5362. Smooth black plates shall be used. 36. Panelboards shall have bus rating and A.I.C. rating greater than fault current value of point of application. 37. Circuit breakers used for light switching shall be UL listed "Switching Duty Breakers". 38. Provide handle tie on breakers for night lights, exit lights and emergency light circuit in "on" position. 39. Run 3/4'. empty from each telephone outlet to telephone board and bush. 40. All final electrical connections to transformers, motors or other vibration type equipment shall be 18" maximum of flexible metal conduit. 41. Wiring device colors and coverplate finish shall be as directed by Architect. 42. All locations of floor mounted receptacles, etc. to be verified with Architect prior to concrete pour. 43. All conduit to be EMT or IMC and all couplings and connectors shall be steel, threaded compression type. 44. All ballasts for fluorescent fixtures to be type "p" Class A sound rating high efficiency type ElL-CBM approved with minimum 90 % power factor. Advance Mark III or equal. 45. All fluorescent lamps to be "worm white" unless noted otherwise. 46. The installation of the following equipment shall conform to N.E.C.A. published standards. A. Hangars and Supports. B. Anchors and Fasteners C. Cabinets and Cutout Boxes D. Outlet Boxes E. Junction and Pull Boxes F. Wire and Cable G. Metal Conduit and Boxes 47. All junction boxes to be independently supported with minimum 3/8" threaded rod or mounted to building structure. 48. Raceways and devices shall not be supported by ceiling tile hangar wires or tees. All supports shall be secured to structure. Conduit banks to be supported on "unistrutn. MTG MTG SYMBOL/ DESCRIPTION SYMBOL DESCRIPTION HT SYMBOL DESCRIPTION HT (IN) (IN) CIRCUITING IFEEDERS POWER DISTRIBunON AND CONTROL WIRING DEVlcrs/cONTROLS UGHT AXTURE~ MSS .1 iEF-1 MOTOR STARTER SWITCH WITH SINGLE POLE SWITCH 48 FIXTURE TYPE THERMAL OVERLOAD AND 12 (SEE SCHEDUlE~A PILOT LIGHT TWO POLE SWITCH 46 L(]EF-1 DISCONNECT SWITCH NON-FUSED 13 THREE WAY SWITCH 46 CIRCUIT NUMBER-..5" I (;11). L(fIEF-1 14 FOUR WAY SWITCH 46 SWITCHING --b DISCONNECT SWITCH FUSED .iK KEYED SWITCH 46 ~EF-1 MAGNETIC MOTOR STARTER i SWITCH WITH PILOT 46 GROUND WIRE--- ~~___IF NO WIRES ARE NEUTRAL WIRE r SHOWN, PROVIDE EF-1 r:J PUSHBUTTON 46 HOT WIRE~(J 2112 CONDUCTORS Lf1J8I COMBINATION MOTOR STARTER/ WIRE SIZE (AWG'------- , FUSED DISCONNECT IjJEPO EPO PUSHBUITON WITH GUARD 46 PANEL NAME - LP-1 EE EQUIPMENT TAG (REFER TO ~ CONTACTOR CIRCUIT 1 EQUIPMENT SCHEDULE[s]) NUMBER(S) lBl RELAY PANEL IDENTIFIER [!] TRANSFORMER <12 JUNCTION BOX 18 Ii CIRCUIT NUMBER ~ 480/277 VOLT PANELBOARD @ SIMPLEX RECEPTACLE 18 1A IG qp DUPLEX RECEPTACLE ON NORMAL 18 IG = ISOLATED qpf 208/120 VOLT PANELBOARD POWER GROUND RECEPTACLE PANEL NAMES ~-Cp~-E~ IIII....J ANNUNCIATOR @ 1o-3OR SPECIAL PURPOSE RECEPTACLE 18 WITH NEMA CONFIGURATION L-J INDICATED MISC. ENCLOSURE PANEL BOUNDARY I I UNE I -- COMMUNICATIONS DEVICES WIRE ALL DEVICES------ ~ r---~ TERMINAL CABINET INSIDE THE BOUNDARY CONC~D CONDUIT ROUTED SZ INTERCOM 18 TO THE PANEL(S) ----- - -- ABOVE FLOOR OR GRADE w INDICATED, UNlESS I I SZ INTERCOM WALL MOUNTED 46 NOTED OTHERWISE. I I ---.....-.-- ... CONCEALED CONDUIT ROUTED RECEPTACLE WIRED SA .-----............ ~ELOW FLOOR OR UNDERGROUND ~ TELEPHONE OUTLET 18 TO PANEL LP-1-1 A, @ i CIRCUIT #5. / " EXPOSED CONDUIT TELEPHONE OUTlET WALL MOUNTED 46 ISOLATED GROUND 2 IG VOICE/DATA OUTLET 18 RECEPTACLE WIRED 0 --0 CONDUIT UP l?: TO PANEL ELP-1, ---4 CONDUIT DOWN CIRCUIT #2 --.. -- --3 CONDUIT STUBBED AND BUSHED MISCEUANEOUS 1 "c. 3/14 1. CONDUIT WITH 3/14 AWG WIRES <3:> KEY NOTE (REFER TO UST OF KEY NOTES ON PlAN) & NOTES DRAWING REVISION NUMBER (I' (I ~O~41 0 \').0 Go 00 b'l!ll&.G GO.,.. e D C!lO(l . . ..... MICHAUD .a..~.o- ~.j COOLEY . L.~ E R I ( K S 0 N< ... ENGINEERING SOLUTIONS 1200 METROPOLITAN CENTRE 333 SOUTH SEVENTH STREET MINNEAPOUS. tAN 55402 F' AX: 612-339-8354 TEL: 612-339-4941 Consultants ELECTRICAL DRAWING INDEX DRAWING NO. DRAWING TITLE E1 ELECTRICAL INDEX. SYMBOL SCHEDULE AND SPECIFICATIONS E2 ELECTRICAL DEMOLITION PLAN E3 ELECTRICAL POWER PLAN I hereby certify that this plan. specification. or report was prepared by me or under my direct supervision and that I om a duly licensed Professional Engineer under the laws of the ~.~, of INN ESOTA .,- I Date: Date Drawn 4/14/03 JGC Comm. No. Checked WFCOO105 DKO Issued For MOTOR SCHEDULE. WFC00106 FAN POWERED YAY BOXS ~------------------------------------------~ // //1 / / I (---------------------------------_________~/ I I I I I I I I I I I I I I I ) i ia~~~G~~~~~ r<V i i I ~-__~~I~__J I . I! I r-------l [fEJ I I I I I I I : 1) ELEV. I 250A, 300A NEW (2: I ! ~l_~~~_J C.B. RTU-1 ! i I . r-------l r-------l ! I : 3) SPARE : 225A: I 200A i PLP2 (4 I l I Ice I I C B I I I I I .. I I" I I I I L--_____J L_______J I I , r-------l r-------, I: Is) PP1 r 200A I : 200A I PLP3 (6: : I I C B I I C B I I I I .. I I'. I I 1 I L_______J L_______J I I I r-------l r-------l I I I 7) LP1 I 200A I I BLANK : OPEN (8 I I I 'e B I I I I I I 1 .. I ) I 1 I I L_______J L_______J I I I r-------l r-------, I I i 9) SPARE I 100A: I BOA r EP (10 f : I : C.B. I : C.B. : I I I L--_____J L_______J : I I r-------, r-------, I ! 11) OPEN : BLANK: : BLANK IOPEN (12! I I I ! I I I I I I I I I I I I L_______J L_______J I I I I ) I I / I 1// L------------------________________________J Item Date ISSUED FOR CONTSTRUCTION 4/14/03 & ADDENDUM 12 4/25/23 DESCRIPTION CNTL TYPE STARTER STARTER STARTER CONDUIT SIZE PANEL NAME DCD TYPE TAG LOCATION VOLTAGE P HP KVA CNTL lOC SIZE TYPE LDCATION WIRE SIZE CCT NUMBER DCD SIZE NDTES fPB fAN PDWERED VAV BOX 120 1 1/4 0.667 BY DIV. 15 - MSS NEAR UNIT 1/2' PlP-2 BREAKER 1 J 2 1-1 MAIN LEVEL CONf. ROOM BY DIV. 15 2#12 lSA-IP fPB fAN POWERED VAV BOX 120 1 1/4 0.667 BY DIV. 15 - MSS NEAR UNIT 1/2" PlP-2 BREAKER IJ2 1-2 MAIN LEVEL OffICE BY DIV. 15 2#12 lSA-IP fPB fAN POWERED VAV BOX 120 1 1/4 0.667 BY DIV. 15 - MSS NEAR UNIT 1/2' PlP-2 BREAKER 1 J 2 1-3 MAIN LEVEL DfFICE BY DIV. 15 2#12 15A-IP fPB fAN POWERED VAV BOX 120 1 1/4 0.667 BY DIV. 15 - MSS NEAR UNIT 1/2' PlP-2 BREAKER 1 J2 1-4 MAIN LEVEL OffICE BY DIV. 15 2#12 15A-IP , fPB fAN PDWERED VAV BOX 208 1 3/4 1 . 581 BY DIV. 15 1 MSS NEAR UNIT 1/2' PLP-2 BREAKER 2J4 1-5 MAIN LEVEL LOBBY/TEllER BY DIV. 15 2#12 20A-2P fPB fAN POWERED VAV BOX 120 1 1/4 Ot667 BY DIV. 15 - MSS NEAR UNIT 1/2" PLP-2 BREAKER 2J4 1-6 MAIN LEVEL WORK RM/TELLES BY DIV. 15 2#12 15A-IP fPB fAN PDWERED VAV BDX 120 1 1/4 0.667 BY DIV. 15 - MSS NEAR UNIT 1/2' PlP-3 BREAKER 2J4 2-1 LEVEL 2 OfFICE BY DIV. 15 2#12 15A-IP FPB fAN POWERED VAV BOX 120 1 1/4 0.667 BY DIV. 15 - MSS NEAR UNIT 1/2' PlP-3 BREAKER 2J4 2-2 LEVEL 2 OffICE BY DIVt 15 2#12 15A-1P fPB FAN POWERED VAV BOX 120 1 1/4 0.667 BY DIVt 15 - MSS NEAR UNIT 1/2" PlP-3 BREAKER 1 J 2 2-3 LEVEL 2 OfFICE BY DIVt 15 2#12 15A-IP FPB fAN POWERED VAV BOX 120 1 1/4 Ot667 BY DIV. 15 - MSS NEAR UNIT 1/2' PLP-3 BREAKER 2J4 2-4 LEVEL 2 OFfICE BY DIV. 15 2#12 15A-IP FPB fAN POWERED VAV BOX 120 1 1/4 0.667 BY DIVt 15 - MSS NEAR UNIT 1/2' PlP-3 BREAKER IJ2 2-5 LEVEL 2 OffICE BY DIVt 15 2#12 15A-IP fPB fAN POWERED VAV BOX 120 1 1/4 0.667 BY DIV. 15 - MSS NEAR UNIT 1/2' PlP-3 BREAKER 2J4 2-6 LEVEL 2 OFFICE BY DIV. 15 2#12 15A-IP fPB fAN POWERED VAV BOX 120 1 1/4 0.667 BY DIV. 15 - MSS NEAR UNIT 1/2' PLP-3 BREAKER 1 J2 2-7 LEVEL 2 OfFICE BY DIV. 15 2#12 15A-IP fPB fAN POWERED VAV BOX 120 1 1/4 0.667 BY DIVt 15 - MSS NEAR UNIT 1/2' PlP-3 BREAKER 2J4 2-8 lEVEL 2 OffICE BY DIV. 15 2#12 15A-IP Project WELLSF ARGO PRIOR LAKE GE SURFACE MOUNTED MAIN SERVICE ENTRANCE BOARD ROOF TOP UNITS MAIN SERVICE ENTRANCE BOARD DETAIL NO SCALE DESCRIPTION CNTL TYPE STARTER STARTER STARTER CONDUIT SIZE PANEL NAME OCD TYPE TAG lOCATION VOLTAGE P HP KVA CNTl LOC SIZE TYPE LOCATIDN WIRE SIZE eeT NUMBER oeD SIZE NOTES RTU ROeF' TDP UNIT 208 3 85.68 BY D I V . 15 BY MfR. BY MfRt DN UNIT 2 1/2' MAIN SWBRD BREAKER 3J5J6J7 1 ROOF BY DIV. 15 3#350 & 1#4GND 2 300A-3P GENERAL NOTES NOTES. 1) EXTEND CONDUIT AND CONDUCTORS FROM EXISTING FAN COIL UNIT TO NEW fPB lOCATIONt 2) PROVIDE A LDCAl DISCONNECT NEAR NEW FPB. 3) PRDVIDE A SINGLE MOUNTED BREAKER IN THE MAIN SWITCHBOARD; 4) PROVIDE A NEW BRANCH CIRCUIT TO CODLING EQUIPMENT. 5) PRDVIDE A SINGLE PDINT CONNECTIDN TO UNIT'S FUSED DISCDNNECT SWITCHt PROVIDE MANUfACTURER'S RECDMMENDED TYPE FUSES. 6) PROVIDE A SEPARATE 120VJ 20A CIRCUIT FDR RTU'S INTERIDR RECEPTACLE/LIGHTING. RTU IS PREWIRED TO A J-BOXISWITCH DN THE UNIT'S EXTERIOR. ROUTE POWER FROM THE NEAREST 120V/208V PANELBDARD. 7) PRDVIDE A 120VJ 20A BRANCH CIRCUIT FOR ROOf TDP UNIT'S CONTROL CIRCUIT. ROUTE FROM THE NEAREST l20/eosv PANELBDARD. A. UPDATE SWITCH BOARD INDEX AFTER SCOPE OF WORK HAS BEEN COMPLETED. KEY NOTES Drawing TItle <3:> <&> DISCONNECT AND REMOVE EXISTING CHILLER CONDUCTORS FROM CIRCUIT BREAKERS. PROVIDE A NEW CIRCUIT BREAKER TO MATCH EXISTING BREAKERS. ELECTRICAL INDEX, SYMBOL SCHEDULE AND SPECIFICATIONS Drawing No. I ~ 9 E1 I .1 I I :l 'I 1 n/\ ij EXISTING IN-CEILING \ EXHAUsr FAN , 0 UP ~Ie R-1'\c 1\ <0 V I' ~ ~ST I - ~01~ Feu rpt I~ ~, -h I =:) J I lliJ~ltL -------- --- - - - ri I J I I I I I I f-'1 I I I I I I I I L...J )1 II ri ri I I I I I I I I I I I I I I I I f-'1 f '1 I I I I I I I I I I , I I I I I L...J l ...J t==J1 ri I I I I I I I I f-'1 j I I I I I I I L...J ~I ri I I ) I ) I I I f--i I I I I I I I I L...J t==J 1 ri I I I I I I I I f--i I I I I I I I I L...J <0 o o o o o o <0 o r ~ ~ (L =:) ~~ <0 1 EXIST FCU EXISTING IN-CEIUNG --[ J <€> WB 5TL. BEAM r WIB STL:EAM -h - -rn- ~0 Ir-- 0-- "'" ' ri U] I I I I I I I I L...J I I I .... I I - ~ ~ I~ I 1G==-==-=iJ II u II II II II II ! ~===~ ri I I I I I I I I L--1 ~ ~ L WI8 5TL. BEAM I c= r-----, ~ * * ~ ri I I I I ) I I , f--i I ) I I I I I I L...J i I I I I -i I I I I '1 I Ic== I I I f---i I I I I f---I 1 I I I ...J !c==~ 'l I I I I -i I , I L...J ~ I I I II EXISl" I I FCU II I I I L_,J-H- Dr r WIB 5TL_. BEAM - -00-- - ri I I I I I I I I f--i I I I I I I I I L--1 II~STII Feu o <~ I - ~ I ~~ST~ FCU 7 l~wl0 WI85TL. SEAM W20 5TL. BEAM - ...::.- r'l I I I , I I I I I--i I I I I I IpLP-2 I I L...J WB 5TL. BEANO 01~1 II t==I1 UP 20 R. ~ I <0[Ei9 ~[tIgJ i1 r.., I I 1 Feu V FeU ii I I I Ii----' I I ...... II G'I I I y/ I b~lr r.., ri r.., I--i 1--1 7~ I I I I I I 1 I I I "'l' I I I I 1 I ) I I I ~ IJ=n oj I I I I I I I I I 1 I I I -1 I I I I I , I I 1 , I I ~ ~ f--i I--i f-'1 I--i L...J L--1 Z I I I I I I I I <( , I I , I I I ! ..... Q I I I , I I I I ~ I I I I I I I I L--1 L--1 L--1 L--1 =~ II lU I ~~0 111~:SII-<Y r"l I r 1 I I I 1 I f--i I I I I I I I I L--1 r. EP LP1 PP1 '1 INCOMING PULL BOX BASEMENT ELECTRICAL DEMOLITION PLAN 1/8" = 1'-0" FIRST FLOOR ELECTRICAL DEMOLITION PLAN 1/8" = 1'-0" rn nl " l ~ ~ , (;) <' /> N Z a mY I feU ~~ c ~J Ic= ~ ~------r t==J1 ~ S /\ (j) FCU I~ If S ~ z '= f r:== L__~ L_-J ==:=J 1 ~ L-- /\ /> - , ~-------- -IL-...... Ic= ~ ==:=J I ~~11 ~. r ...--:- ~ II II II <( 11 ILL L ~ -=- -=- -=- -= Ir:== D / 0 ~[ < S t==J ON 20 R, PLP~ ~ [I EX~ ) Feu ~ II~ ... I~ ~ ,.~ III ~ 5l-HP5 LADDER 11 / Iq::JJ' UP 14 R. TO ROOF lU ~ 11 ~ @ @ ~ ~ ~~1 I [1 -L[] U II SECOND FLOOR ELECTRICAL DEMOLITION PLAN 1/8" = 1'-0" ROOF ELECTRICAL DEMOLITION PLAN 1/S" = 1'-0. I ~ 9 Client GENERAL NOTES A. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR ON THE DISCONNECTION OF ALL EXISTING FAN COIL UNITS IN A SEQUENTIAL MANNER. .B. THE ELECTRICAL. CONTRACTOR IS RESPONSIBLE FOR ALL WORK AND MATERIAL USED TO PATCH ALL WALLS, CEILINGS AND ROOF LEVELS CAUSED BY THE REMOVAL OF CONDUITS OR CABLING. C, ALL ELECTRICAL DEVICES SHOWN DASHED AND LIGHT ARE EXISTING TO Rf;M~N~,:~UNLESS OTHERWISE NOTED. 1)\5 &0.. 0 .11).1;1 '" O(tt!o 0100.00 0 DG.O iOoQ-aoO ... MICHAUD COOLEY ~.j ERICKSON L.~ KEY NOTES ... ENGINEERING SOLUTIONS DISCONNECT EXISTING FAN COIL UNIT. EXISTING CONDUIT AND CONDUCTORS TO BE REUSED FOR NEW EQUIPMENT. EXISTING MECHANICAL EQUIPMENT TO REMAIN. MAINTAIN BRANCH CIRCUIT CONTINUITY. DISCONNECT EXISTING ROOF TOP CONDENSING UNIT. REMOVE ALL EXISTING CONDUIT AND CONDUCTORS BACK TO. THE SOURCE PANEL. COORDINATE THE DISCONNECTION WITH THE MECHANICAL CONTRACTOR. EXISTING CHILLER TO BE DISCONNECTED. DISCONNECT AND REMOVE CONDUIT AND CONDUCTORS BACK TO LOCAL DISCONNECT SWITCH ADJACENT TO UNIT. EXISTING LOCAL CHILLER DISCONNECT SWITCH. REMOVE CONDUCTORS FROM DISCONNECT SWITCH BACK TO MAIN SWITCH BOARD. CONDUIT AND SWITCH TO REMAIN. DISCONNECT ALL EQUIPMENT (i.e. pumps, controls, etc) ASSOCIATED WITH CHILLER. HEATING CONTROLS TO REMAIN, COORDINATE WITH MECHANICAL CONTRACTOR ON SPECIFIC CONTROLS TO REMAIN, DISCONNECT EXISTING FAN COIL UNIT. EXISTING CONDUIT AND CONDUCTORS TO BE DISCONNECT AND REMOVED BACK TO PANELBOARD. DISCONNECT EXISTING PRV. EXTEND EXISTING CONDUIT AND CONDUCTORS TO NEW PRY LOCATION. SEE MECHANICAL DRAWINGS FOR NEW PRY LOCATION. BOUNDARY FOR ELECTRICAL ALTERNATE E2. SEE ALTERNATE DESCRIPTION. 1200 tA ETROPOllT AN CENTRE 333 SOUTH SEVENTH STREET MINNEAPOUS, MN 55402 FAX: 612-339-8354 TEL: 612-339-4941 Consultants ELECTRICAL ALTERNATES I hereby certify that this plan, specificationt or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of MINNESOTA ,..-.- ..-.. G'I""'"'" AlTERNATE E2: DISCONNECT AND REMOVE EXISTING AIR HANDLING 1 'x 4' UGHT FIXTURES IN DESIGNATED AREAS. SEE DRAWING E3 FOR ADDmONAL INFORMATION FOR ELECTRICAL ALTERNATE E2. Date: Date 4/14/03 Drawn JGC Comm. No. WFC00105 Checked DKO Issued For Item Date ISSUED FOR CONTSTRUCTION 4/14/03 11\ ADDENDUM 12 4/25/23 Project WELLS FARGO PRIOR LAKE Drawing Title ELECTRICAL DEMOLITION PLAN Drawing No. E2 ~ ~ (L :::J we 6TL. l3EAM I I L_....J EXiSTING FAN f WI8 5 TL. BEAM W20 5 TL. SEAM [J-J we 5TL. 6EAHb II Ifl" Ic= Ir== L __~ L - - -U I------ lc= Ic= D 1m I r H ~ 9 [FJ DISC. J "Ji H I INCOMING PULL BOX 8 ~~::~.:~T ELECTRICAL PLAN " ~V\ , /> ~ ~ - - - - -- - - , )> p~~ I " ~ L I lU I"L-- - + II II LL DN 20 R. ~I ,t,. / lJJ l1~L q:3r" SHipe LADDER UP 14 R. TO ROOF SECOND FLOOR ELECTRICAL PLAN 1/8" = 1'-0" EP LP1 PP1 IEm ~IIJF"/S IIIDS0 ~ [[jr/s [!]DS I L WI8 5TL_" l3EAM - ---w-- - - Ir-- {ELECTRICAL ALTERNATE E2 J ~ c.d.c ~ I ~ U U I r WI8 5TL_. BEAM - ----00- - I C'~1 ~b ij Ic= or _ _ atb a ~ I a ~~ "-I a,b,a J (51--1 I I Ir-- WI8 6 TL. BEAM a.ba I (5 I I- _ I ---<1 _ __~ ~ T lDrU~: I' C~l '8 I C~1 ~ [Q~LP-2 ~F c,d,c ~ f--<2> I r ~ II] F /s [!]US o [f]F/S [f]os0 ~ 1 ...::... - n/\ ./:'" [EJDS I!] I S I" 3.'> 2 V' IIIDS If] is " 1l I-- ~ ~ ~ ~ n=n L ~ ~ III UP : e ~\..I\\I " t\ ~ I ~~ I rp~ 16 ~. ~.-==-=~ JJ !l 1I 11 II II I ~===~ UP 20 R. I 1 .... Y...... V.,...-4. ...,.... oil 1 S!!'t z a , u FIRST FLOOR ELECTRICAL PLAN 1/8" = 1'-0" ~ v,". ~ ~ t==J 1 I ~I [I k1 U II II II o ~/~.O~ 1.:~ECTRICAL PLAN --u - - o ..... o - (() l... (() - - (() - (() I-- (() - o ....... ~ ~n : - - o ~ o - o --- " ri:~ ~ II =:=J! =:=JI ~I ===:=J I II Client GENERAL NOTES A. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK AND MATERIAL USED TO PATCH ALL WALLS, CEILINGS AND ROOF LEVELS CAUSED BY THE REMOVAL OF CONDUITS OR CABLING. B. THE ELECTRICAL CONTRACTOR TO REUSE EXISTING SPARE BREAKERS WHEN CONNECTING NEW COOLING EQUIPMENT. PROVIDE NEW CIRCUIT BREAKERS AS [11- III II II HI L~ -=- -- - -= 2-5 o F/S ) ~0l0 C, PROVIDE A REMOTE INDICATOR LIGHT OF EACH SMOKE DETECTOR, WITHIN . RTU.-"h.:JO, SIGNAL ACTIVATION, D. PROVIDE A REMOTE INDICATOR FOR EACH DUCT SMOKE TO SIGNAL ACTIVATION. u aO'O;o.. iIJ \). CiOCtO-O-06at:<I6G a 0 I) Cl60 ~ .MICHAUD .Oill".w ~..J COOLEY o L.~ ERICKSON KEY NOTES ..- ENGINEERING SOLUTIONS RELOCATED PRY FROM DRAWING E2. EXTEND EXISTING PRV BRANCH CIRCUIT TO NEW LOCATION. FIRE/SMOKE DAMPERS BY DMSION 15. PROVIDE 120V CONNECTION TO F/S DAMPERS TO THE NEAREST 120V PANEL. PROVIDE HANDLE LOCKS 0 ALL CIRCUIT BREAKERS FEEDING DAMPER. PROVIDE A SINGLE STATION DUCT SMOKE DETECTOR FOR INDMDUAL CONTROL OF DIV. 15 FIRE/SMOKE DAMPER. INSTALL DUCT SMOKE WITHIN 5 FEET OF FIRE/SMOKE DAMPER. PROVIDE DEDICATED CONTROL RELAY FOR DAMPER CONTROL 1200 ~ETROPOUTAN CENTRE 333 SOUTH SEVENTH STREET MINNEAPOUS, MN 55402 FAX: 612-339-8354 TEL: 612-339-4941 Consultants ELECTRICAL ALTERNATES BASE BID: ALL WORK SHOWN ON DRAWINGS E 1. E2 AND E3. INCLUDING THE CONNECTION OF ALL FAN POWER BOXES (14 TOTAL) AS SHOWN ON THIS DRAWING ALTERNATE E1: SAME AS BASE BID EXCEPT ALL 14 FAN POWER BOXES WILL BE REPLACED BY PNEUMATIC CONTROLLED STANDARD VAV BOXES. NO ELECTRICAL WORK IS REQUIRED FOR STANDARD VAV BOX INSTALLATION. (THIS ALTERNATE CORRESPONDS WITH MECHANICAL ALTERNATE M1). ALTERNATE E2: BASE BID PLUS INSTALLING NEW 2'x4' t DEEP CELL. 120V, (3) F32TB LAMPS LITHONIA PM3 SERIES LIGHT FIXTURES OR AN PRE-APPROVED EQUAL IN DESIGNATED AREAS ON THE MAIN LEVEL. EACH FIXTURE TO HAVE 2 BALLASTS AND SHALL BE WIRED TO PROVIDE INBOARD/OUTBOARD SWITCHING. REUSE EXISTING SWITCHING BRANCH CIRCUITS WHENEVER POSSIBLE. PROVIDE ADDITIONAL SWITCHES AND CIRCUITS TO ACHIEVE MULTILEVEL SWITCHING. (THIS ALTERNATE CORRESPONDS WITH MECHANICAL ALTERNATE M4). I hereby certify that this plan. specification, or report was prepared by maor under my direct supervision and that I om a duly licensed Professional Engineer under the laws of the ;.!2.~f of MINNESOTA Date: Dote 4/14/03 Drawn JGC Comm. No. WFC00105 Checked DKO Issued For Item Date ISSUED FOR CONTSTRUCTION 4/14/03 ~ADDENDUM 12 4/25/23 Project WELLS FARGO PRIOR LAKE Drawing TItle ELECTRICAL POWER PLAN Drawing No. E3