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Home My WebLink About25-177-001-0 (2) Architectural Guidlines & Specifications 1 Scope: The project is to renovate the mechanical system of an existing Wells Fargo Bank Building. The existing structural steel frame system will have to be modified to accept new roof top mounted Air Handling equipment. To reduce tenant disruption the mechanical portion of the work is to be done in phases to maintain operaten of the existing mechanical system during the entire installation of the new mechanical system. The architectural portion of this job is to accomodate the modified mechanical, structural and electrical systems. See Mechanical, Electrical and structural specifications for specific information related to their respective trades. 2 Exterior Pointing: When roof mounted equipment & components are indicated to be use: One coat of exterior grade primer! shop applied is acceptable. Two finish coats of Gloss Alkyd enamal. 3 Interior Pointing: When pointing is necessary in, at. and around new duct shaft enclosures use: One coat of latex based primer. Two finish coats to match adjacent wall finishes. 4 STAIR / CATWALK SYSTEM: GRIP STRUT Plank Grating by McNICHOLS 1-800-237-3820. Use galvanized metal with serrated surfaces for decking and stair treads, or equal pre approved by Architect / Owner. See structural drawings & specifications for sizes. 5 STAIR / CATWALK SYSTEM: Alternate For the alternate wood design, use pressure preservative treated southern yellow pine, SPF, or Hem-Fir, #2 & better gradet contractor to provide the design. Wood alternate is to be pre-approved by the Owner, Submit shop drawings for review for structural steels miscellaneous metalst roof patching, and penetration details for review & prior approval. Submit a paint draw down for approval prior to pointing. :~- ~ Drawing Index ARCHITECTURAL: T1 GENERAL INFORMATION, CONTACTS, BUILDING INDEX A 1 RENOVATION PLANS A2 DEMOLITION PLANS A3 BUILDING SECTIONS, DETAILS STRUCTURAL: 51 STRUCTURAL FLOOR PLANS 52 GENERAL STRUCTURAL NOTES AND DETAILS MECHANICAL: M1 MECHANICAL SYMBOL LISTs ABBREVIATIONS, SHEET INDEX & SPECIFICATIONS M2 MECHANICAL HVAC SHEETMETAL DEMOLITION PLAN M3 MECHANICAL HVAC PIPING DEMOLITION PLAN M4 MECHANICAL HVAC SHEETMETAL REMODELING PLAN M5 MECHANICAL HVAC PIPING REMODELING PLAN M7 MECHANICAL SCHEDULES ELECTRICAL: E1 MECHANICAL SYMBOL LIST, ABBREVIATIONS, SHEET INDEX & SPECIFICATIONS E2 MECHANICAL HVAC SHEETMETAL DEMOLITION PLAN E3 MECHANICAL HVAC PIPING DEMOLITION PLAN E4 MECHANICAL HVAC SHEETMETAL REMODELING PLAN E5 MECHANICAL HVAC PIPING REMODELING PLAN .I ~ :". - ~ Project Code Information \ APPLICABLE CODES Current Edition of the State of Minnesota Building Code 2000 International Building Code 2000 International Fire Code 1991 Uniform Mechanical Code 1997 Uniform Plumbing Code PROJECT DATA Occupancy Class "an-Office Construction Type II B Sprinklered Building As per IBC Table 6.01 non- rated building elements. Ps per IBC Section 707.2 exception to rated vertical shafts between floors, fire dampers will be installed between each floor at vertical riser ducts, see mechanical specification. As per IBC Section 1004.3,2.1 fire rated corridors are not required in o fully sprinklered B occupa ncy building. Building area=gross area less shaft enclosures. Basement=5,500 S.F, First Floor=5,500 S.F. Second Floor Area=5,SOO S.F. / t Project Contactf WELLS FARGO PROJECT MAN AGER ARCHITECT Gregg Groion"Project. Archttect Craig;: Hess,.. Arch'fh~ct:Codes/ &: pron' Review:, Elness Swenson Graham Architects Inc. 700 Third Street South Minneapolis, MN 55415 phone: 612.373.4673 fox: 612.373.4650 Werts Farga' Corporate Properties Group Sixth and Marquette Minneapolis, MN 55479 phone: 612.667.4810 fax: 612.667.5124 BUILDING PROPERTY CONTACT Wells Fargo Corporate Properties Group Mark JohnsJ Chief Engineer Northern Operations Center 255 Second Avenue South Minneapolis, MN 55479 phone: 612.667.0411 fax: 612.667.9076 ENGINEERING CONSULTANTS. Craig Lemma, Mechanical Engineer Don OlsonJ Electrical Engineer Michaud Cooley Erickson Consulting Eng. 1200 Metropolitan Centre 333 South Seven th Street Minneapolis. MN 55402 phone: 612.339.8354 fax: 612.339.4941 STRUCTURAL ENGINEERING CONSUL TANT Michelle Sullivan Meyer, Borgman and Johnson, Inc. 12 South Sixth Street, Suite 810 MinneapoLis, MN 55402 ph one: 612.338.0713 fax: 612.337.5325 Symbol Legend COLUMN/GRID LINE ELEVA TION REFERENCE POINT SECTION/DETAIL REFERENCE ELEVA TION REFERENCES ENLARGED DETAIL REFERENCE 0----+---- , I ~ T.O. SLAB EL 100'-0" ~ G) 3 (-----, -1 I I I l_____J PARTITION TYPE ~ _ WALL FINISH ~ WALL FINISH ~ DESI GNA TI ON MULTIPLE FINISHES DOOR NUMBER (ONLY NEW OR RELOCATED DO~RS . .CA ARE INDICATED ON PLANS) CARD ACCESS SYMBOL DENOTES DOOR TO BE RELOCA TED TO A SPECIFIC LOCATION DEMOLITION KEYN OTE GENERAL KEYNOTE EQUIPMEN T 1.0. NUMBER ROOM IDENTIFICATION REViSiON CLOUD AND REFERENCE NUMBER RELOCATE TO @ o ~ (1) ROOM NAME I 101 I ^~ ~ WALL-MOUNTED THERMOSTAT d) @ WALL-MOUNTED HUMIDISTAT & I , CITY OF PRieR KE BUILDI~T PLAN REVIEW INSPECTOR .. ~~ DATE g/ro t6 :3 PERMIT NO. D ACCEPTED AS SUBMITIED ~ ACCEPTED WITH CORRECTIONS AS NOTED o NOT ACCEPTED~CORRECT & RESUBMIT These comments are for your information. All work shall be done in full compliance with all applicab! a building & zoning code re- quirements including items not specifically noted in this review. KEEP THIS PLAN SET ON SITE AT ALL TIMES$ Client r..... .... u.. ........ ..... ... MICHAUD cu.... t.. . . 4.J COOLEY . . . . L.~ ERICISON .. . ENGINEERING SOLUTIONS 1200 METROPOLITAN CENTRE 333 SOUTH SEVENTH STREET MINNEAPOUS. MN 55402 FAX: 612-339-8354 TEL: 612-339-4941 Consultants JEISIG ELNESS SWENSON GRAHAM ARCHITECTS INC. 700 Thk4 Street &14th MiMeapoUs~ MN 554t5 Plume 612/339-5508 Pax 612/339-5382 J4iDneapoliJ Dallu Phoenix I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am 0 duly licensed Professional Engineer under the lows of the staie of MINNESOTA Date: 4/14/03 Reg. No. Date 4/14/03 Drawn GG Comm. No. WrC00105 Checked GG Issued For Item Date ISSUED FOR CONTSTRUCTION 1 ADDENDUM '1 2 DOENDUM'2 4/14/03 4/23/03 4/25/03 Project WELLS FARGO PRIOR LAKE IImdJy a:rtifttlult t1ris ~ was ~ by me tw umm my lim:t mperrMUm mul duIt 1 am IJ du'y liat&seil an.:hltl:a ~2~~~ Gresa Steven Graton T,We4 or Printe4 NtIIM 4€l838 6-&-03 I.ian<< No. Date DrawIng Title GENERAL INFORMA TIO~ CONTACTS ORA WING INDEX Drawing No. T1 .. ..\~.. ~ \!;/ ~ Q7 102'-61" 2 PROPOSED LOCAllON OF 64ltL x30.W DUCT SHAFT OPENING ll-IRU ROOF w ~ ----] ..... ~~.~* -- PROPOSED LOCATION OF ~~ ~~ ----- 60"Lx2SJlW DUCT SHAFT OFFICE 1 ~ :~ ^ OPENING THRU ROOF I 216 I -';( ~ l~~~ I~~I r" \ ~ACT~un~ .--> ~<) OFFlCE I 208 t 52 RELOCATE EXISTING DOOR AS SHOWN CLOSE Be REFlNISH EXISTING WALL TO < MATCH EXISTING OFFICE " 2091 ? ~ ~TAIR I 213 ~ ~ ~ ... ~. I- " / ~::... ~ ..:..~:::~~; II t:: Il <:'.::': :=:.) ~ /\- ",~\\ .ClD '- J ~ "'- t?':\. . --... ~~.. $ ~ I .:::c; "- ~ BAll " 215 1t-4D OFFICE / I 207 I ...h ACT 'r EL at-a. S1 ~----r--{ 1. I B~~ ~ copy I 210 I OFf1CE l 219 I 'J z 1\ CFFICE I 211 I ~ EXlSllNG ACOUSllCAL llLE CEILING IS TO REMAIN. ALL DUFFSERS. UGHTlNG &: FIRE '~ ACT SUPPRESSION SYSTEMS 'rEL ! '-0" 51 ARE TO REMAIN AT PRESENT LOCATIONS OFFICE UNLESS NOTED BY THE t 225 I MECHANICAL ENGINEER. (T'fPICAL AT SECOND LEVEL). '" \VN ~I.; ~ l~_.J L___ ~ACT.r A ~ OFFICE I 226 ~ OFRCE I 22D I ~ACT lu~ ~ \ \ OFACE I 206 I ~V\ ~________ ~ ACT unA ~ 1"1 - / 1 ~ ~ACT A 1 'l"EL B'-O'~~ OFACE I ...~ 12211 LL OFflCE I 205 I ~ CFFICE I 221 I r-- rr1~ OFFICE II I 212 I II < II ~~ANITO Lib -: ClOSET / 17'JJJ1 I f---~ DN 20 R. to '(~ - - OFFICE 52 ~ ACLmmn_~ I 204~. ...t5(1 ~ i "( 1- -= lOBBY · · ~::EO LOCATION OF/~ 1l2?J ~ ~I C7 ~ I ??lISv??W I"tIl{'T C:I-IAI='T 11 }~'-. : OPENINC'1HRU'SECOND '~ - ~ [7 Ilr LJ2_FLOffi~R~- - \~~w b!J ( ORR. I 201 I I' 'D OFACE I 224 I ~ OFACE I 228 l 'V ~ OFFICE STAIR OFFICE I 2221 w'" NSH: I ADDER ~~T:_~n~ I . --<D ~ UP 14 ~. TO ROOF ~ '--PROPOSED LOCAllON OF IJ 44"lx40"W DUCT SHAFT .. OPENING THRU ROOF II (~ ~ (3\ SECOND FLOOR ~ 1/8" = 1'-OD 8P-02 51500 SJ. SECOND FLOOR PLAN KEY NOTES (2' ~ ~ o NEW VERTICAL SHAFTS TO BE NON-RATED AND CONSTRUCTED OF 3R"STEEL STUDS WITH BS' 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 DIFFUSERSt L1GHTINGt & FIRE SUPPRESSION SYSTEMS ARE TO REMAIN AT PRESENT LOCATIONS UNLESS NOTED BY THE MECHANICAL & ELECTRICAL ENGINEERS. $ fJl-S" 101' -10111 2 GUARD RAIL TO EXTEND A MI OF ALL EQUIP. MOUNTED WITHIN b'_~1l OR ROOF EDGE 61_911 ....:-.. ~ . r" ...... .....,........., ...... ... ,.. '..... ........ ..'-..., ................,. ,.... ,.... ":.:.:.~:.::.:~;r:::::::::::::(' ,....,. ::';::'; .... ...........,. ... ,.. ~..,... ..,.' ,.. '........ .....r....'.............,., ,....,.... ..... ,~..: [::l~:[}~:::L~/~~ : .; ~ L'''4.i:6~' i ~~}F1R ~.~~~~~~~i : : : : : : !.......i :.<.................:. I . ! <olio. UP1R ~ ...., 000 L'7~i R5 ~.- ~ ; . L",,>:-j . ir!!; .., ....~"\......."'..............................................~...... .../' :.... .... .... ....., . . ..1.......................1.. .........//.. r......... ...................,... ..........,.........,...., .....'...,..,.....,.... ,..... ............... 'j : ~ . . : : ~ ~ . . : : . . . . . . , . . . , . , . ~ ~ t........"'.................................................................................................. : , . . . . . . . . . , . , . , ' . . 11-.. .~........"...", ............. ....0..... ..... 0- ....... .... .........11- ............... ."...' . ' ......... ............... ......." .... .......... .......... ........ ..' ...................... ....11-. .............. ... ..~ ROOF PLAN 1/8D = f-olt X-ROOF ROOF PLAN KEY NOTES o ~ EXISTING ROOF IS TO EXTEND UNDERNEATH THE NEW AIR HANDLER UNIT WITH A MINIMUM DISTANCE OF 241' BETWEEN 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 STRUCTURAL 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 COMPLETE, SEE MECHANICAL SPECIFICATIONS FOR SCOPE AND PHASING OF WORK. <Y o o EXISTING ROOF HATCH TO REMAIN. o 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. 12" 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. ~ 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. i ~ 9 ~ ~ ~ III o to - I = 00 I b ....- ;r I I: 00 I b ;r I .... ~ I 10 .q- &: 00 I b ...- to ..- to -...r I It 00 I b ....- ::.q- I = 00 I 'b ...- ~ I o o NOlES:. CONTRACTOR TO RELD VERIFY THE FOLLOWING. 1). CONlRACTOR IS TO FIELD VERIFY All DIMENSIONAL INFORMATION PERTINENT TO THE RESPECTIVE TRADES. 2). THE SlRUCTURAL ENGINEER IS TO RELD VERIFY THE SIZE AND LOCA nON OF EXISTING STRUClURAL ELEMENTS WHEN RE- DESIGNING TO ACCOMODATE ADDITJONAL lOADS. 3. THE ACTUAL CONSTRucnON OF ALL WALLS, CEILING, & ROOF ASSEMBUES ARE DRAYM BASED ON OBSERVAllON ONLY. ACTUAL ASSEMBLIES MUST BE FIELD VERIFIED WHEN PERTINENT TO THE REMODELING Of THE EXISllNG BUILDING. ~ _I \oS) 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 EXTENSI 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. ~ Q7 30'-5" 8'-3" 1'-3" I. 1 '-0" I. 1 PROPOSED LOCA l10N OF 64BL x26.W DUCT SHAFT OPENING THRU SECOND FLOOR -~-,'-rr V\ TELlER ~ 005 I -n:l1i:1) II 004 I u n u n u ] 741-3;: " J. 1- ~~ ~ 22.x22"W DUCT SHAFT ~g: rH~go~EcoND A b ENlRY I 000 I -. WOOD EL 71-7" !~_il .~ \IV ~ ~~-'^'-/'-- 5'-Oot 8'-11ot 12' -0" 2'-0" 1'-4" 1'-4" l' - 4" (~ Q;/ FIRST FLOOR PLAN KEY NOTES 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&G WOOD CEILING PANELS ARE TO BE REINSTALLED. ALL DAMAGED WOOD CEILING PANELS ARE TO BE REPLACED WITH WOOD CEILING PANELING TO MATCH EXISTING. ALTERNATE NO.4: REPLACE EXISTING WOOD PANEL CEILING WITH 24ux24" 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 TEXTUREt SHADOWLlNE TAPERED (STL). QrT COLOR-WHITE, WITH WHITE-DXL GRID. a" 1'-2" I. 1 STORAGE I 001 I I \ -y~~ RELOCATE DOORL-Q.m..c OPENING TO ADJACENT \. I WALL-CLOSE & '-.J REFINISH EXISTlNG WALL TO MATCH EXISl1NG A NEW DOOR & FRAME ~EQUIRED. 4f3!-- - - -1- -- ~,'.'."""."........ ~ -- PROPOSED LOCATION OF 42"Lx18ttW DUCT SHAFT OPENING THRU RRST FLOOR -. ACT EL 8'-0. BREAK ROOM t 0061 ~ ~ STORAGE -.ACT I 005 I EL 8'-0" 6'-0" 82 -.ACT EL 8'-0" STORAGE I 004 I CORR.. - 0011 - -- ~ ~ Z~ - ~ EXPO SED LOBBY 'f' EL 9 -4" I 000 I r ~ MECH. ~ ~ 1002 I ~ EXPOSED UllUTY 'rEL 9'-4" I 003 I BASEMENT FLOOR KEY NOTES (2' Q;/ o o ~ o ~ PROPOSED LOCA]ON OF 60"Lx24"W DUCT SHAFT OPENING THRU SECOND FLOOR OFFlCE I 010 I "'-PROPOSED LOCATION OF 44"Lx30"W DUCT SHAFT OPENING llIRU SECOND FLOOR ~ ~V 55'-31>> 2 1'-4" ~ I: co I tr> ~ I N w UP : ~( ~. ~~\ ~<D ~~ ':-:':I:'~""~~~ ~ (1) - STAIR ~ tD I [N E R. BAlH I 009 I :::~) F6 .-/\ -l~ II ~/.... l :J ::~.~ LOBBY ~ 001 I I I I . I ALTERNATE NO. 4:REPLACE _.1 EXISTING WOOD CEIUNG I WITH 24"x 24" LAY-IN ACOUSTICAL TILE CEILINGS. I ADD NEW LIGHT FIXlURES TO FlT THE GRIDS IN ALL I AREAS WHERE THE WOOD CEIUNG IS REQUIRED TO BE ~ REMOVED. -------- 20t -11" rr::=----:::::J. Ir;:---""'" II II II II II n II T ~====-'==t ... OFACE J 012 , - UP 20 R. [J OFFICE V I 015 I , <D-1f0 I .... OFFICE J 014 1 ..J""'-':';" ,.. -" A' ,y. OFFICI 0 I I 0161 ~ ~---- ~ STAIR ".., 017 ~ ...- z o I! 34'-f' F2 J 24'-6" II , \ f3 F4 '; I 1'-4" (3' ~ (2\ FIRST FLOOR ~ 1/8" = 1'-011 BP-01 51500 SJ. IN ADDITION TO ALTERNATE NO.4: INSTALL NEW 24'x244' LIGHT FIXTURES TO MATCH NEW CEILING GRID. SEE ELECTRICAL PLAN 8. SPECIFICATIONS FOR TYPE 8. LOCATION OF NEVI LIGHT FIXTURES. IN ADDITION TO AL TERNA TE NO.4: INSTALL NEW DIFFUSERS TO MATCH 24'x 24'" ACOUSTICAL GRID LAY-OUT. EXISTING GYPSUM BOARD CEILING TO REMAIN ~ Q;/ 96' -01" 2 , STAIR -' f ->t 008 I" ~ to ...- ./"'1' ~ ~ PROPOSED LOCA 11 ON OF l.J ~~116~W n?~uc~~~r FLOOR Cl. ::;:) ~~~ BATH 009 tJ (1; ........., BJ 1H ...,."..i I ~ 0 II 81 ..-..............,. .-......O-~. ... ~ 'V .~. \J t7T a .........~// ~ li~ ;; ~ -. ACT EL 8' _Ou l:-:~\ \::~) -~ , CONFERENCE ~ 011 1 a- .. --.;;; -~- -.ACT EL a' -0" 82 CONFERENCE I 015 I T I I I I '.r" ~ - - - - ~~;~11 ~ U4:JJ rIl ... tT'\l \' L ~ ~~~:::" Il AlH ,.",,,..,' Dl4 \7~ ~ .hEXPOSED LJnLJ 'f'EL 91-4" rV - y .<"..S~ ;--............."'............. : ~ , ~= 5T Wf ST~1 ,GE /--1 016 - '~EXPO~ ED '" ~EL 9' 4" ~ o o . ... I = IX) I -0 ..... ':c;;J- I = to I b ..... ':c;;J- I I: to b ..... :.; A to \!V Client Consultants NEW VERTICAL SHAFTS TO BE NON,....RATED AND CONSTRUCTED OF 3r STEEL STUDS WITH ~., FIRECODE DRYWALL TO THE OU1SIDE. NOTE A REMOVALBE ACCESS PANEL IS TO BE PROVIDED AT EACH SHAFT LOCATION TO ACCESS THE FIREDAMPER AT EACH FLOOR 10 CEILING PENETRATION, SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR SIZE AND LOCATIONS OF FIREDAMPERS. FINISH WALLS TO MATCH ADJACENT WALL FINISHES. EXISTING WOOD CEILING ACCESS PANELS TO REMAIN. WHEN MAINTAINING EXISTING WOOD CEILING. EXISTING UNFINISHED CONCRETE CEILING TO REMAIN. 1'-2" I. 1 n I OJ LO "- "--PROPOSED LOCA110N OF 44J1Lx20"W DUCT SHAFT OPENING THRU RRST FLOOR (3' QV (1\ BASEMENT FLOOR r:::v 118ft = 11_0tl BP-OQ 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. ~ I s:: ro I b ...- ':c;;J- I = IX) I b ':c;;J- I .... N I ~ r" ......, ....... .......... ... MICHAUD . all It ... .. . . ~.j COOLEY 1Qo..Il., I I . . . L..~ ERICKSON ... ENGINEERING SOLUTIONS 1200 NETROPOLrrAN CENTRE 333 SOUTH SEVENTH STREET MINNEAPOUS. UN 55402 fAX: 612-339-8354 TEL: 612-339-4941 EISIG ELNESS SwENSON GRAHAM ARCHITECTS INC. 700 7'hir4 &rt!t:t Smdh MimreapoIisp MN 5541.5 Plume 612/339-5508 PfIX 61.2/339-5382 lrfinneapoJis Dallu Phoenix I hereby certify that this plant specification, or report was prepared by me or under my direct supervision and that I orne duly licensed Professional Engineer under the laws of the state of MINNESOTA Date: 4/14/03 Reg. No. Drawn Date 4/14/03 GG Comm. No. WfCOO 105 Checked GG Issued For Item Date ISSUED FOR CONTSTRUCTION 1 ADDENDUM " 2 DDENDUM'2 4/14/03 4/23/03 4/25/03 Aj~~l ~Uo-J*~ ~ b~ 5;\~t n ~ ~~Mb~ ~~~ .... N I ...- Project WELLS FARGO PRIOR LAKE 1 ~ ct:rtUY t1UIt this dot1maeIIt WIU prep4ft!d by me Munier my 4n1 supemsitm aM that I MfI a tluly litmse4 em:hited. X2~{l~M Gregg Steven Gralon 7Y.Pe4 Dr P'rinIe4 Nate 406:38 6 -b-fZ>3 I.keni:e NtJ. DtItt Drawlng TItle RENOV A liON PLANS Drawing No. A1 1 102'-61" 2 ~'-"."''''''....~L ."'..........'..... ................. OFF1CE I 216 I OFFICE ~ 208 I OFFICE t 218 I .-......~~,.....ot. OFFICE I 217 ~ 17'-411 o FACE I 207 I copy I 210 I OFFICE ~ . 219 I OFACE I 211 ~ BATH ~ 215 I OFFICE . I 2m I OFFICE I 206 I OFFlCE I 226 I OFACE ~ 225 I 0fFI~ t 222 I OFFlCE I 205 ~ OFFlCE I 221. I CORR. I 201 I OFFICE t 212 I OFFlCE I 2'1J I OFFlCE I 224 I OFFICE I 228 I OFFICE ~ 223 I II ~ SECOND FLOOR 1/811 = 1'-0" BP-02 5,500 5.rt 1011..1~~1I bl-SIl 0/ 61-911 o '1 ......, ......... ......... ....r"'..'..",\ T........-T..~r : : 1'" .......1.'. ,~,.:;:;?'1 ....................... !::::Ii:~;::::i-.,/. :"4'i:';:~'1l ! ~ ~lUF1R UP1R [:1 ..~./ ~ I ;,. UP1R :i ~ ..... '.... ". \. 1 \ ~ 1 ;, 0 0 0 r.......',?': t 1 :: : ~ . ~ ] :; : ~ ~ ....."- : : : 1....,,1 ~ j ~.... ' ~..........J . ....."......................................................."'......................,.................."............"..................".......................'~................'"O................."............................................."..- ~I <D-J.1.~.;r:.!......:) i f L._,:~ , __ ""__n_..... . ;,.: ~: .j. / ~ ; ........./. ~ ~ ., ~ ~ j ~ ". .,'......". ,1.,,,,,,,,,,... "..,t...",.,"" ...,........ ............. .. ..... .... ... .1.....,.., ,..... .... ....,..... ,......,.... ... '" ......,.........i o ...... t.........-..................................................................................................................................~.....................,.....'"..............,~............~ ROOF PLAN 1/8" = 1'-0" X-ROOF ~ NOTES: CONTRACTOR TO FIELD VERIFY THE FOLLOWING. 1). CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONAL INFORMATION PERTINENT TO THE RESPECTIVE lRADES. 2). lHE STRUCTURAl ENGINEER IS TO FIELD VERIFY lHE SIZE AND LOCATION OF EXISTING STRUCTURAL ELEMENlS WHEN RE- DESIGNING TO ACCOMODAlE ADDITIONAL lOADS. 3. THE ACTUAL CONSTRUCllON OF ALL WALLS, CEILING, & ROOF ASSEMBUES ARE DRAWN BASED ON OBSERVATION ONLY. ACTUAL ASSEMBLIES MUST BE F1B.D VERIFIED WHEN PERTINENT TO THE REMODELING OF THE EXISTING BUILDING. i !d e 1 ..... ~ I or- <.0 ~ I ~ !;. \ 1= II ~ ~ U I'... ...... ...... '" o 10 - ... I -:..r I -:..r I c ..;T to ';r I -:..r I 2 30t-511 1'-31t , n 1'-4" I. 6 -0 1 55'-31" 2 " 1 8'-3" r: Q) I (::, ...- ~.."-....'<,-............................................................"-................."-........~ : : ~ ~ i frV\ ~~Jr <IYi1 ~~\ ~:I) / ~I'i:i I 007 1 ! STAIR ~ ~ <-. ~ ~ ?. l_>". I om I I B:: I . ","~l ~/\_- III ", /\ \ J1 I r '9 I!!i' ,61 :,.~j _ , \.c), *: - -LL- - - - - - - --- - - - --l ~x.:{".:{,:{,:,'::{... V- I U I -1l I I u rr.:==-~ I ~ I Jl II / U I I lJ 74'-3~'!! I I II I ~ ~ ,I 1EllER ~ 6 '_~ ~ ,I '\. 10021 n -> I I I L<:Y I I L_~4----------------~ =,..;:..., ~. Lf~; 'V OFACE ~ I~fl B~ 7~ I 016 I ~~ ~ ~ .'''"~1 '\..!./ ~1 ~ II': ex) I -I"") ':o;t I N - r: co I b ~ 1EllER I 005 I K] KITCHENE1lE I 006 I , I --, ..--1 I = Q) I b or- mll:~ 004 I I: co I 'b or- II; Q) I b or- ~ 1= ENlRY ~11'I'i !nl ~ I a>> I I. . "U r-- ~I Vf -~~'-~ w ... _ _ STAIR ~ 017 I . - 14'-0" 5' -0" 8'-11 " 12' -0" 34'-1" 2' _On 1'-4" 1'-4" f-41t l' -4" ~ 1'-2" 96' -01" 2 STORAGE ~ 007 I ~:: ~ ~ 1 ~ ~ ~ : ~ ~ t~~~;~ ..................... iC;~'J---- -~- CONFERENCE ) 011 I BREAK ROOM I 006 I - --IiI- - STORAGE J 005 ~ 6' -0" CORR. I 001 I CONFERENCE J O1S I I I I I nTT : . ~,: STORAGE I 004 I i~~~.:::~~~~~ - -- - - ~~...~::~?f UllUTY ~ 003 I STORAGE J 012 I ......};(.".'1 .~...- '._"'~: LOBBY I 000 I STORAGE I 013 I ~ MECH. ~ 002 f DEMOLITION PLAN KEY NOTES o EXISTING FLOOR OR ROOF TO BE OPENED TO ACCOMMODATE NEW DUCT SHAFTS, SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR SIZE AND LOCATIONS OF SHAFT OPENINGS. o 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. <I> 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 ) 010 t OFFICE ~ 011 I OFFlCE ~ 012 I 20' 11 " OFFICE t 013 ~ OFFICE I 014 I 24'-6" FIRST FLOOR 1/8" = 1'-0" BP-01 5t500 S.F. 1 '-2" BASEMENT FLOOR 1/8" = "-0" BP-OO - - - n I OJ LO r: CO I b ~ r: CO I b ..- r: CO I b r: Q) I 'b ~ I/: to I b .-- Client ":.q- I ~ I lit -G-I>ID-I 0. to ~Q."."oCi Ii 118.. tll-II. t.oQo Q Ii .. .. .. . ... r: V I MICHAUD filII. .a. . . 4.,J to COOLEY ":.q- I ,"41." ,. .. .. L.~ ERICKSOII ... ENGINEERING SOLUTIONS ":.q- I 1200 METROPOLITAN CENTRE 333 SOUTH SEVENTH STREET MINNEAPOUS, MN 55.402 rAX: 612-339-8354 TEL: 612-339-4941 Consultants ";,;r I 1BISIG . ELNESS SWBNSON GRAHAM ARCHlITECTS INC. 700 "1'Isit4 &reet &a4th MimMapo/isJ> MN 5541.5 Plume 612/339-5508 p{l;f 612/339-5382 lfinneapoliB Dallu 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 stote of MINNESOTA ... N I Date: 4/14/03 Reg. No. or- Date 4/14/03 Drawn GG Comma No. WFC00105 Checked GG Issued For Item Date ISSUED FOR CONTSTRUCTION 1 DDENDUM #1 ADDENDUM '2 4/14/03 4/23/03 4/25/03 Project .... ... N I WELLS FARGO PRIOR LAKE or- l1amby teft/fy dUIt this ~ WdS ~ by me orutUIB my t1im:t~ ad tItat 1 tIm II duly lkaued em:hitect g. : '!ftJu. 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