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HomeMy WebLinkAboutBuilding Permit 11.0092 Construction Set YAGGY DESIGNn COLBY ASSOCIATES ENGINEERS a ARCHITECTS BUILDING SHELL SURVEYORS * PLANNERS LANDSCAPE ARCHITECTS 717 THIRD AVENUE SOUTHEAST ROCHESTER, MINNESOTA 55904 507-266-6464 FAX 507-266-5056 I HEREBY WMFY THAT THIS FLAN j SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I MENT AM A DULY REGISTERED ARCHITECT PRIOR LAKE COMMERCIAL DEVELOP 'I DER ITHE , LAWS Of THE STAY ; NUMBER PRI - OR LAKE , MINNESOTA rz W SITE LOCATION OWNER / DEVELOPER LEASING CONSULTANT SHEET INDEXOPINION Z MR . STEVE NIELSEN MR. STEVE DOMBROVSKI , CMD , CSM COVER COVER SHEET , SHEET INDEX , CODE INFO , 5788 - 150TH STREET SUNTIDE REALTY SERVICES, INC. G1 GENERAL INFORMATION PRIOR LAKE, MINNESOT „ INTERNATIONAL CENTRE Cl SITE SURVEY —PRIOR=LAKE Q z PHONE NO . ( 612 ) 44 900 2ND -AVENUE SOUTH - SUITE Al SITE PLAN / ROOF PLAN MINNEAPOLIS, MINNESOTA 55402 A2 GRADING PLAN / LANDSCAPING PLAN - - - PHONE NO . (612 ) 333 - 3962 A3 FOOTING AND FOUNDATION PLAN W Z FAX N0. ( 612 ) 333 - 6938 A4 ROOF FRAMING PLAN ARCHITECT A5 1 / 8 " BUILDING FLOOR PLAN YAGGY COLBY ASSOCIATES A6 SCHEDULES V Ply 1� 717 THIRD AVENUE SOUTHEAST A7 1 /8 REFLECTED CEILING PLAN J / ROCHESTER, MINNESOTA 55904 - A8 1 / 8 �� EXTERIOR ELEVATIONS �y A9 1 / 4 BUILDING , SECTIONS uj PHONE NO . (507 ) 288-6464 A10 3 / 4 " WALL SECTIONS W Z FAX NO . ( 507 ) 288-5058 w r 160TH ST. S.E. All DETAILS = Z t STRUCTURAL ENGINEER Al2 STRUCTURAL DETAILS B. PRIOR=LAKE A13 STRUCTURAL NOTES N O SPEC1 SPECIFICATIONS cc _ G LS ENGINEERS , INC . SPEC2 SPECIFICATIONS V latecOL RADO ST. 104 WEST FERRY STREET CRFp�T LESUEUR, MINNESOTA, 56058 SPEC3 SPECIFICATIONSLLJ PLEASANT ST. WPHONE NO . ( 612) 665 - 6255 SPEC4 SPECIFICATIONS SITE FAX NO . ( 612) 665 -6818 SPECS SPECIFICATIONS Z SPEC6 SPECIFICATIONS ..� fRANKLW Fp MECHANICAL / ELECTRICAL ENGINEER Q O kp DESIGN/ BUILD BY CONTRACTOR ..R.� O y �3° BUILDING CODE INFORMATION OG . /' j�,�CABLE CODES : E 1'988 edition G..�c4,, ..�'RR.. AAOCCUPANCY TYPE: P2 (RETAIL , OFFI E)CONSTRUCTION : TYPE : � Ra�` � ( _ z1vc \ � � PROJECT f� Q NUMBER 3941 93 FIRE PROTEICTION : NOT REQUIRED �D��S'`= �T ' " �tall 3$ COMPUTER CITYPF PRIOR LAKE AjA�Orl1(ABLE AREA : BASIC ALLOWABLE AREASgiQ.FT. (J � PRE 394�AcovDu� Eii31LD ,2 P D !T P!oN 4?EVIEw �� TWO SIDEYARD INCREA D MAXIMUM = 4000 SQ. FT. ) wrE 5-09 94 wBPEGED 4 TOTAL ALLOWABLE BUILDING AREA = 12,000 SQ. FT. DRAWN BY euro ERM(T NO� U / rAPiEDASSUBMRTED ACTUAL BUILDING AREA : PROPOSED BUILDING = 8 , 608 SQ .FT. CHECKED By cu,cPTEDWITHCORRECTIONS AS NOTED ,,J//CCEPTED-CORRECT & RESUBMR ZONING CODE INFORMATION tCCEP Rra tat your ECT & RE NI work ahail be done REVISIONS 94 h Iu4 Boni lI wdn all op;=b Wddnp B xonmR coao ra- putmunla IndanR Rama not apeodralry noted an this tr,raw. REVISIONS PATE A8 PER KEEP THIS PLAN SET ON SITE AT ALL TIMES. SITE AREA : 36, 939 .9 SQ FT* ( 0 . 84 ACRE) ADDENDUM DATE ,.�I BUILDING AREA: 8 ,608 SQ. FT. ZONING DISTRICT : 13-2 COMMUNITY BUSINESS SETBACK REQUIRED: FRONT= 50 FT. BACK = 0 FT. SIDE all 0 FT. SHEET NUMBER PARKING REQUIRED : PARKING SPACES = 35 SPACES ( BASED ON 20 % UNOCCUPIED SPACE) PARKING PROVIDED : PARKING SPACES = 35 SPACES CONDITIONAL USE PERMIT REQUIRED FOR DRIVE-UP WINDOW COVER Of SHEETS It - A It : . . , _ GRAPHIC SYMBOLS GENERAL NOTES ' STANDARD 'ABBREViATtONS : - . :. �� ROOM NAYS Arra NUMBER U ALL u>Drac SHALL co1�Fo>a't TO AND BE PERFORMED M A cer+rEn+LD�e - P . A •rasrcacrwrEPRa*r+D (� Te'n ' - - - TITLE ACCORDANCE WITH ALL APPLICABLE. CODES AND ORDINANCES. ^^ � AT DRdIA�C TREE FOR fLO�. V „m®n SCALE' SITE AID ROOF PLANS O IX ' 2J THE SPECIFICATIONS A8 PREPARED BY Y.4CaCaY COLEY ASSOCIATE FFP. IOERL.Am �rO1GED i'A.B- . . � ra naa-saw R- i1R � � aAyDTT O rEr�R CORRESPONDS U114 - - SHALL ESE CONSIDERED A PART OF THESE DOCUMENTS A8 IF BOUND . Armee NVAeoaaaKN n rm ae I - MAP. DDwAft FCcM NJ�ER HEREIN. _ . . . FADrT. FADS PONT - _ B . prey rooi -naaw M . ftneak�fN� tAnaTal^PS - 3J AIA DOCtA'BNT A-101, GENERAL CONDITIONS OF THE CONTRACT FOR �CO' � V . ■ AA Alffw oFAM M LrANT Pn_ R?T LGCArION - TITLE - _ ACk. • - AD awarmrAcvrr �. Faw A��. BALDING ELtvaTlO+ CALL-SET _ OR LPrXr TtTLEB OittgR tHArI CGNOTRUGTIOl1, 1901 EDITION. SHALL Be GON0IDERET A0 FART Gf ' A S S .O C I.AT E S Ada'' G a�iaTa raFAF . la,rae w naR Y SUE, U EVAnaa gCALE PLooR 6rtE aR,ROCP PwANa THESE DOCUMENTS A5 IF BOtA•1D HEREIN: REFER TO THE . txcr. NEGePTA0.n SPECIFICATIONS FOR ADDITIONAL SUPPLEMENTAL CONDRIAIB. : ANA Aaa+uwl-rD Sar 6LLv. DuvA.mo Nm rscr sA _ - ENGINEERWARCHITEC'TS • • AL, Anerunw oma o a ecrnvAerwa folat. ( o REy18tp TgLAtti, 4J THE CONTRACTOR SHALL• NOTIFY ALL APPROPRIATE .ENGMEERWa - ALLi�rDD. m A°aT , LL„�„Q err. �rrortcnD - i � ryygERg AND PaTEs ar TmEelorx �^ GRAPHIC SCALE DEPARTMENTS AND UTILITY COMPANIES 11 HOURS PRIOR TO SURVEYORSC . PLANNERS An'rtox. APrRrArVTe - ornL d.Aee rasmalnvrorasD DD�srn taa ' �� . . w IIArr a<�weF mr+aP�A Drre++ r e iArDn , 0 I` Y a' CONSTPLICTIOK ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO LANDSCAPE ARCHITECTS AFaa ARaaTnenAra°a¢cTrui Dryer- •Aeef�RRerraeenDraAeTER �. eve ROOM F8118H CALL•OEt AVOID DAMAGE TO .ANY EXISTING UTILitt. - AarA Aenuat - DA_ aurtesle LETTERS DENOTE FIWSE6 ' 717 `THIRD 'AVENUE EOVltttwSf wwvnrtArA; _ oiAev. Dua moo° F'"'L - 1o0iR "d1n- �"�e ' - ON Room m1sw Sc ELLE - _ 6J THE CONTRACTOR 6FfA4L VISIT THE SITE AND INSPECT THE PROJECT ROCHESTER, MMNESO112884 64 r . �. - a a : '307-286-6464 AIrIBN oaa rDeTwuDW® FSA NEW CONSTRUCTION NOTE CALL -UT T O ARROW AREA AND .THOROUGHLY FAMILIARIZE HIMSELF WITH THE ACTUAL JOB IDX 367-288-4648 -Dty - Diran N,-PO CONDITIONS PRIOR TO BIDDING AND THE START OF ANY WORK B wt AMOK R OAee - DNP. nA DTPDir1 nOA1D - _ RNR N Ab fePLAOe CONSTRUCTION RELATE TO NEW - Fla. RB Aaa u>NgiRrcTlar NOTES FAILURE TO VISIT THE SITE SHALL NOT RELIEVE THE CONTRACTOR aA ew+D- _ ' D' H W im awn s.cvaD - - FROM PEl�OF9'1MG THE IWPoG M ACCORDANCE WITH THESE DRAWINGS. l-HEREBY CERTffY THAT TINS PLAN t .� Npu.00 ewes FWy. auNUAmeaeADErt DEMOLITION NOTE CALL-Out ffPECIFICI EY, OR REPORT WAY e<Da nu.DtD Nrr waar rr NUMBERS RELATE TO bJ THE CONTRACTOR SHALL VERIFY AT THE SITE, ALL DIMENSIONS AND -SREPnRED BY. MEN UNDER MY Sara soocNe NGt. ' eKTLODOLAi Tae NUMBER ITrN rtOTE6 BUILDING GRID LINE - IRECT SUPFRVUION AND THAT 1 . - � 'w '� x°ID- w� S i,.Y " Y • OfIlm LETTERS LEFT TO RKaNi CONDITIONS SHOIW ON THE DRAWINGS, AND SHALL NOTIFY THE AM A DUHPL LAWSERFD ARCWiECT ery ®+wets NDa NaaM DDwTT raeETteo,uD Rut REtr " Iwo . WIMERS TOP TO Bottom ARCHITECT OF ANY DISCREPANCIES, OM180101H6, AND/OR CONFLICTS DER THE taw! Of,THE STATE STAN Agar vARaO+ _ - - - m xoDaPs •eA - Sa' DA4TART' - WALL TYPE CALL•O7T PRIOR TO PROCEEDING WITH THE U10RK - ' aortal - DEetAFr eaaae Dor. an • nos Dort ar en ewn. • - erA1a>aceo e°AAN° KtD Dors . eeAr ows,F omPm�eF _ _ V THE CONTRACTOR SHALL NOT SCALE ALL GOVE NDIMENSIONS OVE 1 &wL SHALL % mm�i nDODolTa�itfie W w�� DGS. __ ®\ pINIM SECTION EC . 'a'R' aneiRDaetaNlp;D EXISTING TREE OR SF3R18 6Yrmol. '9-'T- - TOP ND. DENOTES SECTION GOVERN. LARGE SCALE DRAu1MG5 SHALL GOVERN OYER SMALL - . . Y1883 . mon ea•eaat - +- - eFN1�AA,Ll6At M1tP aeL ea-D poen aDoo �:/ . BOTTOM NO. DENOTES 6HEET SCALE pRAWNG9. NOTES AND DETAILS ON THE TI-EDRAy ARE SHALL NUMBER. 'DA • • + _ - APPLY TO ALL 81MILAR CONDITIONS UkBTHER THEY ARE REPEATED - a°STwa +Bid+- uMra r' TruiY. . e�an�a+sAsisar _ OR NOT. , _ M.� r DbNlrl rEtT _ ADA - , TAzr - erAAL TND - DETAIL OR Wau' SECTION BJ SUBMIT ALL REQUIRED SHOP DRAWINGS AND DATA M ACCORDANCE - _ utw xraraNr n+r, Fpert PROPOSED '�--'�, WITH SECTION 01200 AND ALL INDIVIDUAL SECT OF THE _ OR NEW DECIDUOUS TOP I.W DENOTE6 SECTION BOTTOM No, DENOTES 61ffET SPECIFICATIONS. :•, C cAC•mP. DyrG°'L'Art I r DMSDrW W v ` // C'41L- TIN ro SCHEDULE, ' - - �pt ON PLANrRYv 6aEEDtaE. R •\ R .. - . •m WSWI� Il�t - W11Lt�`DTiM WAD- DETAIL CALL-0177 Nouli QLM nUSH p. rDrD fe�fp. -Icrd. RKFauY _ P�}� TOP NO. DENOJEB DETAIL - ; . G@L CEe®rt - IN, N'ORtAATMW DM0. eREWTGaTLL eaas PROPOSED OR NEW CCNIERDW'b \VV EfOTTO1 N9. PENOTES 6F�ET CFH PI. aeortRbiEft •a. tam exa DAvrAFr wncrl DEIPaOER TREE OR 61me 6r"w1w.. . . CSF. ceFaraG " - wP NY4GrrN _ eNn a wen TEDerrrAe CNA�LL��-O� UT RELATES t0 Na+'BER.° - - - Ca CORER 6WAfD W, MTALLATKN - erEG rpn SHOWN ON PLANTING 606DU-E. . amt w'a- WN e�y ee Rvi'�DE yK - SHRUBS TO ME 64OWN AT SMALLER SIZE TOP N ,DENOTES . w. RNL eiAral6e erelL TOP NO, DENOTES DETAIL DER. V aa�r PR NA OTwDw BOTTOM W. DENOTES SLEET - r - . ca. c"llwN CWL Wteb lMaarOR RTL Ht0•TPIlM2M'LN a..aee . - � PROPOSED FiTD1tANT - , u Nruyx � w' NDTOR no< em aTuaawm u • a mrmeieE Al. . . ' ,a�r e6TM 0IM MUM AS PART OR DETAIL REFERENCE rl EXISTING FITDRAHt e A6 PARR OF A NONE r , m ceaen - eTOA etauDD , r V a.m eAiaea+f - aair-D�n e'Rc TRenvd: . O M K ,KP. 1l�oe rtaeae aWa. DaPAOe u ISI EXISTING WATER VALVE , a�r� DRD r q .DyT *AR. ll� ^ ✓ " EXTERIOR ELEVATION CALL-OUT _ anc erWcw- u+u co+Tra s^ • I /1 Q DNP. oORa 110 MIA , rPc KL rk� ptv. eamaaeTeTRr eY � BOTTOM DIIWTEOTES ET GSA �NAegKt Wyle a. IkWARB AID N..t EXISTING GAS VALVE BOTTOM +h'A. DEt`JSfEB BHiET . • Ci L iAa r Duret eineAt W W taG '. IAM LAMATWIA �apR T La toP Ab aorta+ WATER SHIT CFlT INTERIOR ELEVATION CALL-OUT . LYL tarAE YD DRDTrn ew twm.•r TOP NO. DENOTES lls "ST . >m iAabOAFa -'�3 -- SANItART HANHOLE N8� AIME: �' A BOTTOM NO, DENOTES 6NEET •� . COAT. fAaTRJGiKN Lf. LaEAL FODT TD tOWfl. nrR - . k: CGNr. CaITNMa Baa 1M aAD0.RR aDArD • . W` DC AtreE _ m Tc tp• STORM SEWER PA6NOLE AHD LINE A T - [ ' octet oGleeuoR LIM LoasF t¢ iWReAoarTA -' - TOP NOR ENOTrELEVATION CA TION v VIA ta•n pAPneER D�g TOP O. DENOTES TE& "ETA CoAg. �NIY RAi�n AD KfiNAT LLLP. LW NVNT tDG TOCEI DIMNESS /M were wi cum MAKE BOTF,1'1 NO, DENOTES SHEET . cOi'A CeF,NeG rte tea a tm Weti auee � rNrnyrnwnwn . . LETTERS DENOTE VIEWSLT. . OIL LTOL 16FriWEIDNT , • ' ll°DD�, �AT�TBa6N J • - Ory . 00.D FUER M tprXraG r . - LY. DBD YAeD M m M Trta taD I , _.(1-.TIM TRO4 POWER POLE . ' p o . P@NYMAeae PUT. ruT TOM T°� -0 I - - vecnct. naX ' naxr+r+ - T . . D. GyDDee oRrER Ma. tuaoa a0.l TDD. TC atD `j1 / /■E_ DBL, Dante K tlAtDEle GG10ER TOR. Ta• QKDTNa J \. . . LIGHT POLE Da • DwrNDe nDA+aNT .rop Mtgny, °RRrDaD Tom TO 40 -,]�L` . DECD. DeGGDia - . e1Dr. 1EDuf-Dnnrti rmER80A110 Tor, foraruAM - - •. . DEPAMT4M MDA 1!°Yt-DDyMY WN6AY TDP. ttPQMin Mt. DETAL Kbt e'ea1OlICLL STRAIT. IOP CF PAtH4NT - - DA ORNrN] rQIRAWDDr-dAAm - �. . tNAD OrAr'aTlF - em 8 TGA T� Q tVAU. 01 80RILa A� NMBER aim NeaNRTE AND•M M etre IW A"DyA" - Tin. ' tout rA UDuroaen ' - \/. . owl DN1AeER M eralaY.le - lam. D.L. DEAD LOAD NLG KIG6L4inY r, YDG ' DYQ010RDrD CODA V, ' W ` . IL pF. DOae TWO. .e�.ae V WWI. a�.m- DAeD'DXT . DODr. -. t PIL w etroas eao°A 1L . UDnDaQDDD neorRo - - aa oWaaaauR Tiff euAnen u'ay- Aeataraea0.•n ' TYPICAL HATCH PATTERNS SCHEME . OF REQtJ�tED SPECIAL. INSPECTIONS Z • E a rmt NX •DON - ur Dr,NeWadarrn•aa - - ELY. Wrer6i NLN. lKMIK1G IR Wa+N. ' ' 4. m , aas Nit% eDFnWeeTd Y tri aunwRDrn reLVNa6 CONCRETE MASONRY - SEE SPECIFICATIONS SECTION, CUES Q• •.� D1 pa•AeaDIJONt •..n NDTNGOMRAGr I71v. DDnR1d1DlD Tn-MYRICMI-n a nLDYATbi - erta • NrKR ' uv. Sar vDrtu.TOF UNIT - SPEC. INSP TESTING N/A BEE SPE - Luer . . x"arat oTNDr .• . , V _ DESCRIPTION OF WORK ' • � . v4cAa. ® BRICK MASONRY (_ UBC SECTION 306(6) t:E9 NO ' YES' NO SECTION ._ eNAr, - . ewWst 0oa o.rxAu vnr. -vmva!oAwYrae _ r DDA . aMmu a• oL . cN CBrrNe u. vNTL.eA•eoeltaltae --7 - .i��I L CLNCRETE • • 03300 er. - - • rANEtew® oa.n wrtnDn DurareR vND. .nrtrrx .j • • CONCRETE r f L----f EeO1Y. OL ouaAo a3eCIRG- VAI. Wlau , - I-__J . eM. , ueza+en - ora. D+emwortAN vA lwwTL DRbl 2. BOLTS INSTALLED • LtA EMaTW tO RffiLN �- aN4 v!1 H°L - . - eat nnGTRo FTSE rnaeF. oX ovLL HEAD .•Ga. v Umm SAND M CGt&E' TE E»a bGiNY6tnwvATIW - QUA �� aQa00a vPL VEMKAL roNr arta •"• M nNA ., nxrANerA1 a°TAn oRD+r eiFAND eoAeD a.'' yam. roMr Gr TNcaNei �r � - 3. DUCTILE MO'fENT-�S18Th•Y+ ' • - ' ■�R� RnrB . EARTH CONCRETE FRAME exr. txTeacale L- . . F r. ruraBErt - - Wa wioLi STEEL •1. 12EII�ORCB.IG STEEL AND • • . - PM . ALARtrORZD Dae P P. rOale - I . ® v �� O - F'RE8TRE896JG STEEL • `` . rs W NUMBER '99d1 9 ra nwi axe - , . rad. xeF6oA7D �: R'40ruTneeo m FTSE AwDeee CORER , RIGID INSULATION (-� 5. WELDNG' VER • VER _ �� COMPUTER rn aDgF OFAN L._ rat raa TynrrrRDnM.laaeGTla1 Kr°rn'a, o� _ fllE 3941AGIDUE . rcta raeDATCN PGD. rAr®ear DAPa--' ar. ame aAr°a - - VER VER 050 TIM rya: exTrrAsau - �, PWoeerLL - aea. Fat oywee BATT INSULATION 6. HIGH-STRENGTH OOLTING ratarrm exnDrseF G.ASST •5.09 9 N. fAcraerwarN I rur. rarDDRam an mwsnew _ • • . 04100 tMTE rr- rNlal ncoaaLevaTlar - nw v. WTBrHwX _ 1. STRUCTURAL MASONRY _ 14 , . . . Tx mIN. I lrirweAvr . - 'i Part or eiTeFeneTlw m . r�La-A . B. �IFEORCED GYF'StM CLIC. • DRAWN 'BY _ PIAVAIUD NDeeDAaia PDreFit•E Den wreFaartar GRAPHIC CONVENTIONS ' INNS ' NEMS CROW eCRffiD, rt. Aa Mre N. aerMT . � y ,e aDDD eermo run rLAsneLAre+Are ay. . wTPe VALVA S. INSULATING CONCRETE . rNKi rH ANa wTw.LeD ar ecNTFacTae rtAd ImAamr w1k. e6aDeD aWa rAnRG _ CENTER LME - • CHECKED BYE e1U =+ NETS nnocD ran aeLDeo wQ rPSN - S- SANITARY SEWER LME FILL : . . - . rNrre • • r•aAm !!SADA . - NAA r1wm16n am wrALaaD ar caAER Nmrt. - PART . - - REWSIONS - '� ' o t . FLT. rMd6aDANi MTAUlpsr iWa•yT Pot. rrxnN X xaEa. aDee eeGTKN - T .. TELEPHONE LME ' . PROPERTY LME 10, SPRAY•APPLIED • . PAI. pNrQ TMarNT ^A ROOK - FOR. of OfineR M'rz - m. NANO GAS LME ® EXISTING U14LL , . FIREPROOFING; . na'°�F PFEGan rTaaA6Rwre Y - G- •� - - 11. PILING, DRILLED PIERS oa., ` a1 'uasanc raene reFPBe �CwA� Fo°r -E - ELECTRIC LME REMOVED EXIST. WALL AND CAISSONS • , .•: . , - FDL. rDNA cs cwclam - PSL' PArosPu Ira+ . . - FOh , rAaa aP Fdm1 R. rlSfeM'ATT&TWATNO~RVat.TDaYlE° fnIL6raSED Dr erSra.I.eD aY ecacrPAerat raD. rArna ToaL OAPDAWR -- x - BARBED WIRE FENCE NEW BTUD, WALL p. BHOTGRETE • -_ rrJG FinaaeD aT NNALLDD Di PLNrrAGTCF r1DII raeex iAet DDPDAeR AtD were NRC.rTA6E . `TLV. AarWED DY GOER NriALLFD 6T v@COR PRN rARTMKM , _ x racedeusaae. •. Pv.' PAW _- CHAM•LINK FENCE NEW.GMU. WALL 01200 ` fna . ' FAenoem - -rvG POLivMt OaORme - o 13, SPECIAL GRADING, • . • . _ 6HEET 'NUMBER, ' - - wi VVNTanaTr�.LNmencTnN - EXCAVATMG AND FILLING rAti. PAVM 6 I I I I w , ' TREE L ME I _ • . 14. BPEGAL CASES . .. . .< . - . . - - PERIODIC INSPECTIONS ONLY REQUIRED, ' - �_ ; . . . . - - Of 3Ir ,ib YAG G ` COLB ` 0 10 �20 �40 ASSOCIATE SCALE IN FEET ENGINEERS • ARCHITE( SURVEYORS PLANNI LANDSCAPE ARCHITE( Cp ROCHESTER,AMNNESOTUE ATHE 55 2 sol—:ee-J FAX 507-xee-: P �q� UTILITY LOCATIONS ELEC. F RM lITIU1Y LOCATIONS SHOWN ARE PROVIDED f Ham' CERTIFY THAT T� 99 HARDWARE STORE LIQUOR STORE 0 BY LOCAL UTILITY COMPANIES THROUGH PIAN OR REPORT WAS PDDR • FLOOR EL. STORE FLOOR R ORE THE GOPHER STATE ONE CALL SYSTEM. ev ME OR UNDER My DI0. SUPERVISION AND THAT 1 A LOCATIONS ARE SHOWN TO THE ACCURACY DULY RECRstfafD SAND Eu0.W p p R r , CONC. CU & GUtfER OF THE MARKING, AND YAM COLBY ELEVATIONS ON THIS PLAN UNDER THE LAWS OF THHE/S NT TO 0U / a758 03 4. 56 SIB FORASSOCIATES MISLOCATEES NOT R UNMARKEDODEFK VERTICAL DATUPON� ARE BASED ON THE MCE CONC. f Nff49' 45" UMVNO 1 OUT B OCCE SOF LOTS 1 & 2 UnUTIES. OF 1929. 7�,7� � !• �� / `/ NUMBER , , " BTNMINO CURB 5 . 47 3 WC MONUMENTS _ CO C. ADS 0 0 1/Y Rebors BENCH MARK C 0 TOP NUT HYDRANT NORTH WEST CORNER 4. ST-1 low ST-2 d- 0 • INTERSECTION PLEASANT ST. & MAIN AVE. 951 .34 z SALOON 948.2 5 - 4 TREES 945.2 �. O 3/4• Iron Pipes TOP NUT HYDRANT 165' EAST OF C/L W / • Found Monuments FLOOR EL 9 2.01 / E t /� �-- M (Pipe, Rod, Ete.) MAIN AVE. ON NORTH SIDE PLEASANT ST. 945.70 �., N T - O No Monuments found or Set TOP NUT HYDRANT SOUTHEAST CORNER INTERSECTION COLORADO ST. & MAIN AVE. 951 .86 CLO CONC S Z calp stompeds set have a R.LS. 20703. plastic O PE �\O " a1 J M.H. NOT FIELD LOCATED wW LOCATED FROM RECORD DRAWINGS Q N 75'25' 20 W $4617 � C 20. 00 O LEGEND W BODY SHOP � ^ _ - - W N FLOOR EL 950.50 ✓ J . _ ACCESS . EASEMENT E = UNDERGROUND ELECTRIC LL 0 LIGHTPOLE q�9 w UNDERGROUND11 ELECTRICAL BOX J I w E--0- POWER POLE - O - - G UNDERGROUND CAS UNE AC S EASEMENT UNE 0. ' UNDERGROUND SANITARY SANITA\ SOIL BORING OS UNDERGROUND M.H. U w V WNDERGROUND STORM SEWERSTORM SEWER M*Ho 0 945, 941 STORM SEWER CATCH BASIN, STREET/ROUND 9457 945.5 ` /® S UNDERGROUND WATER MAIN W WATERMAIN GATE VALVE s. C (J1 0.M1 Co $ WATER SERVICE SHUTOFF J� O r m —•{ WIYD RRnHT N PLUG w Z� SZ 0 — T p UNDERGROUND TELEPHONE NOOSE f6oiELEPHONE M.1-L = 27' 32f' , © TPROPERTY LINE O ' RB FLOOR EL 948.45 I _ EDGE OF CONCREFE OR BITUMINOUS U CONTOUR LINES LICHT POLE10000 SPOT ELEVATIONS a w v L 4 . 4 , r f2 EASEMENT UNE N ;. ' TREE massa• p SHRUB UNE a ' CHAIN LINK FENCE Q W • � GRATE 9 77 0ELEV, SOIL BORING, BORING NUMBER, & EL.EV- /s� J e P INV. 937 9 — CENTER LINE STREET V / ^/ M g G Rases - '� g' E NC• 8618 CURB q 16 p [' rc to * • GRATE 940.77 V ) T INV, 936,77 15 R.C.P DESCRIPTION I y NOT IELD LOCATED Lot 3, Block 1 , and OuOot •B" tANGHORSt IST ADDITION, aceordin$ to the 'y9 PL d` RING 940.8 plot thereof on file at the County Recorder's Office, Scott County, Minnesota. 927.3 PROJECT INL. N. 936.1 NUMBER 3941 w OUTL. S. 936.0 COMPUTER c9 SUMP 925.2 7 PRE 3941ACIt DATE 609 .. � DRAWN BY ! S CHECKED BY C M b REVISIONS M.H. NOT FIELD LOCATED r7 LOCATED FROM RECORD ORAWIN S c SHEET NUMBER HARDWARE STORE LIQUOR STORE FLOOR EL. 951 . 24 FLOOR EL. 948 . 88 184.56 8' X 101 INSIDE DIM, 1 0 8' GMAT. 6'-0' HIGH 1 - TRASH ENCLOSURE W/ C2) TRTD- WOOD I I SAW CUT AT EXISTING BITUMINOUS • GATES W/ HASP LOCK 1 Q 1. 'A GUi� AND REMOVE ALL MATERIAL PYLON SIGN BY ER - YAG G Y AND HEAVY DUTY 0 SOUTH OF LINE. MATCH NEW BITUMINOUS 0 ELECTRICAL GOVT CT HINGES FASTENED �- N 1Z SURFACE ELEVATIONS WITH THOSE �t TO PROVIDE 20 - P. CI IT TO CMU. WALLS L3 oil' t- NX EF EXISTING SURFACING TO THE NORTH =, AND WATER W lw(c I BOX ' - W m Q 0 AT THIS LOCATION iCO L D56.4 _ ---------- ---------------- ---- ------------------ ------ ------------ - --- -- --- - ------ ------------------- - --------- ----------- I ASSOCIATE - - - - - - - s r. GRADE CONIC. b STAMPED • '' i r ` is 6x6 x Imn AUM g ? ® . h i I ENGINEERS • ARCHITECT \ � ', •`• •; SIM. 3 Ali 8618 CONCRE E SURVEYORS • PLANNER FAS D MENU zm CURB E GUYfE 1 i LANDSCAPE ARCHITECT • ORDER BOARD717- THOED AVENUE A5590 t 2 \ O s JlA1GTICN BOX AND '•- , L AI0 ( ROCHESTER, MINNESOTA • 507-288iEe \ N CONDUIT BY ELEC. i FAX 507-289-305 \ Ln r 14. 6' CONC. GU ;� \t s RAPTOR. - VER. BUILDING REFERENCE PONT CJ. - TVP. top K�j S THE RELOCATION OF RIVE THR11 NLY' 2" HERi PICIFI e E CERM O TUNnER M 36. EXISTING UNDERGR SIM. PEPARED ON OR REPORT WA I 9 UTILITIES THIS AREA 4. 1 AMADIRECSUPERVISION D ARCH=THAT z \ • 16 'm• TO BE ARRANGED e• DOWN7 Alm 15. DER Tt1E lAW�S�O�F THE E AI 0 W' \ y m s m� D\- OWNER - G.C. TO SLOPE \ , -If THEIR REMOVAL 3 "1 O � 6 \ PRIOR TO CONST. • ti • I II 3 5-09 S • Q I \ DOWNSPOUT LOCATION - NUMBER OAt NAG U) (1. ; \ SEE 13/A@ SIDEWALK TY ICACONCRETE OU eJ3 LND ALL AROUND BUILDING 4. i \ •. PERIMETER 37. 3 Q - \ S � Il. SEE SHEET FOR FABRIC L \ 0 , 8618 CONCRETE CANOPY LOCATIONS 5. •-® 2 W , \\ t CURB 4 GUTTER 6 , 0, W T1416 AREA MIN. IL \\\ \ 18. B618 CONCRE E STAMPED I MECHANICALLY FASTENED EPOM CURB 4 GUTTE CONCRETE 1 • \\ I6 ROOFING MEMBRANE ON 6' RIGID 6 1 \ \\ All (1 Q INSULATION I sl s I O 1• \If \\\ -2 ' • - 2' m' 16 '-0' 24'- ' 16'-0' 2'-0' 26 '-9't N 38 TYPICAL 0 La W V \\ t �• >. �St RAISED AREA OF TAPERED 20. d 9 , I '� \ \\ t [[[��A RIGID 0) INSULATION FOR ROOF DRAINAGEGJ. - TYR e' d \1 \\ \ •t 0, 8 n' Lu w �\ \\ \ SLOPE DOWN �• 4' WIDE e m W` ' I \ \\ 21. PAINT STRIPE du0t 0 Y V) \ \\ > s TYPICAL U a I V } i \\ 1a -m. a T . I n O0 0 \; \\\ 0 \s CJ. - TYP. f 22. 9 I W V 10, EXIST. CURB 4 G R R / m LL \ \\ \ J DOWNSPOUT LOCATION • • ON STREET 81DE SEE 13/At2 - T \ \\ Q \ • 23. / �E�EE� Z \\ \\ 2 s IMATE Q 11. r /► \ U WINDOW �S ET 8 b' F IC• Pt' �� �V;6• L?( V J \ \\ T \ L AT 01t1S TH7 A A STAMPED \\ SIM. , • • �'` 24. �'IGt. 12. 6 AC �DVfPE TE r , \ \\ woe AIm 9 YAC, v \\ \\ 3• 34. 33. 32. • 31. 30, 29. 28. 21. 26. 2P. 0 i \\ � \\\ 6TAM If H.C. N.G. I :J •O 5 0 R C C. CURB ' If _ \ VI&A tk 1 - ' R 45• DIAGONAL PAN / r0 cP \ STRIPPING • HANDIC 'DO NOT ENTER' t? i BKNS- T PITUMINOUS Af�CINGIACE �LOADNCs ZONE SOD CURB TO CURB-SEE RRr A2 FOR PLANTING PLAN /�^ HOUSE ; \\� \ 8'-6' SPACES w 9'-0' = 12'-0' 0' 5'-0' 8'-0' 6'-0' IS'-0' / `jam e r- LOOR L . 948 . 45 Q A 6 818 CONCRETE 3 13618 CONCRETE CURB E GUTTER _ \; A s CURB i GUTTER PROJECT V \\ NUMBER 3941 9 \ \\ s HIGH FENCE - COMPUTER SOD TO EXISTING FILE 394lAAiDW \ NS s - -- .. - ..--• -- "v- - - ' - I EXISTING GATE 5-09 9 m 1Xol py�plE \ - - - CURB tGUTTER DRAWN M SUlD JI EXISTING CONC, SIDEWALK CHECKED BY as �\ \\\ \ - 2x-m' - - REVISIONS 6-20 9 \\ 10 m -- ---`' _ - SITE PLAN/ R001= PLAN O l 06 9 \\ = PLEASANT STREET SCALE. m Im' 20' 40' MOVE EXISTING CONCRETE SIDEWALK, _, -- - CURB E GUTTER AS REOUIRED FOR CONST, P(-AN NOTES: ' OF NEW DRIVEWAY, - SHEET NUMBER REPLACE WITH NEW CONCRETE APPROACH 1, SURVEY INFORMATION TAKEN FROM YAGGY COLBY SURVEY DATED 242-94 \\ TO COMPLY WITH CITY REOWREMENTS 91 1`\_ 2. DESIGN/BUILD CONTRACTORS TO VERIFY CONNECTIONS, SIZES, AND LOCATIONS OF BUILDING SERVICES TO EXISTING PUBLIC UTILITIES. EXISTING UTILITIES ARE SHOWN CN THIS PLAN AND ON THE SITE SURVEY - SHEET Cl. Al- nF SNFn HARDWARE STORE LIQUOR STORE FLOOR EL . 951 . 24 FLOOR EL , 948 . 88 8' x10' INSIDE DIM. � - --�� - � - - _ - - - ' - _ - - _ - � - - - - - - - - - - � B' GMUI. 6'-0' HI I I O) 9 O) PYLON SIGN BY OWER - TRA TRTD. WOORE D ' SAW CUT AT EXISTING BITUMINOUS ELECTRICAL CONTRACT GATES W/ HASP LOOK I a GUS AND REMOVE ALL MATERIAL TOPROVIDE WATER PROOF TI IT YAG G l� AND HEAVY DUTY O 1 �b SOUTH OF LME. MATCH NEW SITU"'11NOUS AT THI6 LOCATION HINGES FASTENED ? SURFACE EL€VATION$ WITH THOSE TO L5 ( �2� N Z�� EF EXISTING SURFACING TO THE ,y1� Q Q 1 Q2 - CO L BN ---------------- °c ASSOCIATE ' --- — ------------- - =_ A B C � FOF 21'-6 ' r 21'-6 ' r 21'.6• ' 12' YAG G Y -10 I6' GO2EFILL W/ 19' ' 24' GOTr-E. %'-0'REFILL W/ ' 2,t '5 VERT. TO BMG. _ , 3 5 VERT. TO BRG1 r i COLBY QSTEP I S' FILL W/ 2- 5 ASSOCIATES FOOTI 1 FULL IGHT t HOOKED i a, L DOWEL TO FOOTING Q ENGINEERS • ARCHITECTS 9 f— 45. /� I SURVEYORS go PLANNERS 16 ' COS EFILL W/ I- 5 TO LANDSCAPE ARCHITECTS yj 1JLL I� 24' x 12' CONK. FTG. / '/ 24' x 12 ' CONIC. F G. E BRG. 4 . 5 DO HEIGHT E 1 i" ar / AI2 I W/ ED DOWELS TO AI2 I I W/ 3-5 GCNTINOIS 217 THIRD AVENUE SOUTHEAST ry 12 ' / / W/ 3.5 C0NTM b 1 FOOT[W I ROCHESTER, MINNESOTA $4904 FAX 507-288-50 8 .0' CI F2 W63X 121� 05C G. FFG. Ct F2 i I TFE. _ % '-0' 1 r — — 'E G2 WAil f 1 r — — 1 FI -J _ I HEREBY CERTFY THAT THIS FLA I I 1 1 ( 1 1 (((��•I - - _ - - pREIARED pY ME OR REPORT MY DIRECT SUPERVISION AND THAT i F2 1 1 i 1 r GI L AA'ose THE LAWS OFF ,THE EE ATE — � — S' CO FILL W/ 2- 5 — — � ✓/ i MNE FULL Ks"T HOOKSIN93M )l X4 TFE. E. • 9,'-4' _ - DOWEL TO FOOTING CJ. 1 TFE. = 99'-4' S' C - ILL W/ 2- 5 1 ; '-2' 8' r 11883 5-m9-94 1 f 1 FULL HEIGHT I HOOKED E. = 99'-4' ( 1 NUMBER DATE 1 I E DOWELS TO FOOTING AV 16 ' C OREFILL W/ I- 5 TO I BRG 2- 5 FULL HEIGHT ( 1 _ W/ D DOWELS TO 1 i Foo O8F2 GI F2 1 1 TFE. : 96'-m' ui Or _ - - � NY NY DOWELS TOF TMGI — GI L , J 3 1 6 Iz coNc. FTG. I 1 1 I TFE. = 99'-4' W/ 3 5 CONT. E. s 99'-4' T RE, 99'_4' 1 1 ( ; f 4' COtd 7E SLAB I I 1 24' X @ ' CONK. FTG. W/ 6x6 - .1x02.1 WJUF. �) ( 24' X 12 ' KONG. FTG. W/2- 5 CONT. - TYP. FFE. _ W/2- 5 CONT. - TYP. Y 1 41 + (� i ' 1 i I i I CI F2 CI F2 GI F2 O 1 I 7plui 1 1 I I I 1 I I Fl r _NY I E — — � AI2 — — — 5 VERT. a Gom4ERS, ENDS, A� Cd TYP. j) //I JAMBS, EA. SIDE OF CONTROL TFE. = 99'-4' T = 99'-4' E. s 99'-4' J JOINTS, AND b'-0' O.C. MAX. 1 ( // // r BETWEEN - TYPICAL 24' x 24 ' G . PIER 45' I e W 2 1 , 1 W/ 4-5 VERT, 4 =3 TIES I e 10' O.G. T rP, // T / d, BB�IBBI - I 1 Q Qr I �p TFE. TFE. _ S%'-0' to %•-0' P r r V '-8 19'-10' L R' ' 24 ' x 12' CONC. FTG. r W/ 2 .5 CONTINOUS Y AI2 AI2 G LO FOOTING AND FOUNDATION PLAN O. I/8' = I' 00' 0' 4' at 16' PROJECT HUMBER 3941-93 TYPICAL UNLESS NOTED OTHERWISE FI` 'PDTER 3941AA3DW3 _ L SAW CUT C4ONTR4GTION JOINTS (CJ.) WITHIN 12 (TWELVE) HOU OF CONCRETE PL CEMENT - SEE DETAIL C/AI2. DATE5_09_g4 .. 2. TFE. : DENOTES TOP OF FOOTING ELEVATION 1 l L S DRAWN BY JR SWD O SCHEDULE FOOTING SCHEDULE l_UMN CHECKED -- - _ _ REVISIONSit to I -01-94 MA SIZE 17F, ORCING / wE � REVISIONS AS PER `v ADDENDUMDATE b-25-94 CI TS 5' x 5' x I/4' 3/4' x II' x II' FI 5'-0' x 5'-0 5_ 5 EACH WAY a G2 TS 4' x 4' x 1/4' 3/4' x 10' x10' F2 6'-0' x 6',,0' x 144 , - 5 EACH WAY I SHEET NUMBER A3 `QaG OF SHEETS YS . I A9 0 r0 YAGGY Q INTEL- 8" DEEP BOND ' i BRG. fe I- I/4' X O X 12 ' C O L BY11 BEAM W/ 2- 15 CONT. ' 100'-0' ! � BEAR BEAM 8' ONTO WAL " IC 71 A@ 12' ASSOCIATES ENGINEERS • ARCHITECTS I9'- 10• 1'-4 ' , 24'-k1J' , 2,'—m' i 2,'-0' SURVEYORS • PLANNERS LANDSCAPE ARCHITECTS 7O THIRD AVENUE SOUTHEAST BRG. fe I-1/4' X 8' X @' BEARMG WALL 0 Q ROCHESTER, MMN507T2 55901 j/ BEAR BEAM 8' ONTO WALL 1 I 507-:66 6161 FAX 507-288SOSt -- O 1 I(37 BRG R (U 5/8' X 6' X 8' qLOCATION BEAR 8' ONTO WALL -TVP. sPECIN<ATICE TRtwREPOR PLAHATS ,0 DIRECT SUPERVIISIONRANDOTHAT12' Q @ F ( X i ANDES LAWS TAMREG68TiEACTii AI2 BE. + II5'-0' II 3 5-09 94 :i M i NUMBER OA t x x x x W 2 P 2 I AIT i0 W/ V4' 1' BOTT. R 0 9 0 0 i•1 in I J - - - - 012 4 - - N 2 W Is H G 1n /✓�/�m m � , oda AI2 X / X X X J.B.E. = 115'- 3/4' I JBE- = 116'-0' V TVP, GRID I TYP. GRID -® J 4 - - - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 W W W JBE. • 114'-0' J.B.E. • 114'-5 1/2' JBE. • II5'-0' 4 = Z 9 TVP. GRID ® TYP. GRID ® T iP TYP. GRID ® .n �8 q� Q i I _ Q iC�•� S V W W Z2 _� - - - - - - - Pry " WI6 X 2 (*2-I/2) V WI6 X 26 (+2A/21 z tat D i FRAME WELD WI6 X 26 6 - - - - - - INTO WI6 X 31 - - - ! 1-3112 ' - -20 -Y V2 - - � I — - -I � fie wW/ A9 PROJECT NUMBER 3941-9E COMPUTER ROOF FRAMING PLAN NEE 3941AA3DUK 4' at ib' DATE10110111111111111 6-09 9 DRAWN BY JR SWC Nr - CHECKED-BYY TYPICAL UNLESS NOTED OTHERWISE REVISIONS REVISIONS AS PEP I. JBE, DENOTES JOIST BEARING ELEVATION ADDENDIJ'T DATE 8-25-S= awl 2, I- t/2 X 226A. TYPE F' OR TYPE 'B' ROOF DECK - SEE DETAIL WAD. k SHEET NUMBER m A4 OF SHEEP. Re InkloolovD ` � ( > cei I-I!1' a STL. PIPE % V. 1 /S•� �7 - . 1 HANDRAIL - PAINTED T / IO � l� ? D,�'L� 11w� !� � `� k-\ B PAM7)PS LADDER CI ON V D C �Li�' • ij _o I. YAGGY 9 L j ', I 3TYPE MB-20 0(X 54' ROOF HATCH I 0• / - _ 005 I - G i0 ' 22'_6 • 2l'-b' - I /� -b ' 21' 6 ' 1' 0' CO L BY 0 11 �, ASSOCIATES 19'- 10' 2 '-9' Il '-10' IS'-4' -b ' ' I 6 '- III' I I . ENGINEERS IN ARCHITECTS . n UP 41R SURVEYORS PLANNERS _ �^ ^♦ i ♦ LANDSCAPE ARCHITECTS. . - - _ _ MBOARBY CONC. X IENU BOARD BY VERIFY I I 1 TIT. 2 r ~ I 0 ROCHESTER,AM 11NESOTA 55904 _ bTEF'S LOCATION 1"1!1 1 A _ 507-188-8464 s FAY 507-288-5058 B 01A W ?/ : m OILi O 3 _t I UP I I v SPP4C� I 1 —� d m MARY DTI NINE REPORT01 A �0 I I I I I IRIIIECT SUPERVISION AND THAT I ' 12' O '� r I _mj 9'-0 t003 I 001 I 25 -4 - W DENSE IAWS ,OmF iHH STATE / IA 1A I / 9 I I 2 I � WTOILEET A5 INUMBER 004ORION SIM— All I - rz I 16'• 1 ' 5'-2 ' l'-9' I I W _2• 1._5. I ' I EMERGENG 5' tEXIT W 1 S 21'-4' '' 6 '-3' I' -6 ' I DOOR W 1/43 PARTIAL FLOOR PLAN ' e I I INE 1/41 Q I/4 ' IN I'-0' EQ ,401 EQ DASHED L I I INDICATES I _ W ZiV 0 C CANOPY ABOVE II I o ®` 8' CML. WALL ;�s D I ' � i J W B 0 0 ��„ 7 - [ ROCF 6CUTTLE W/ CURBS 4 CAP 3 _ _ _ _ _ _ __. ' — _ _ — _ _ _ — � .� _ — _ �_ / _ m FLASHING= 2'-6 ' X 4'-6' OPENING NOTE: BILCO TYPE MB-20 30' X 54' IL LJ• f1 P A IBI 10 � - W HEIGHT OF STAIR (14'-S' l) VERIFY I All Q STL ANGLE - CONT. A 2 __ _ _ � � _ _ _ � _ _ 1 I � _ A9 I 003 Q \` I ' S I ' —I W A9 W . I i16 a bTL DECK SEALED CONCRETE SLAI 5 ON GRADE ti W 9 Q n RETAI SP CI SEE FOOTING 4 FOUNDATION PLAN FOR I I--- ------- - ----- -- -- -- --- ----- - �'--- - ---- --- JOINT LAYOUTS. STL JOIST BEYOND v 006 10125 G - III I U1 V / / dd APPROX. LOCATION OF DRI -UP 19'- 10' I d 9 O ,1 Y WINDOW- VERIFY WIT OWNE I I '- f 1 � ♦ J In = J ui / / fI- IR ' OD. WELDED PIPE RAIL `r - - - - - - - - - - - m - - - - - � � - - - 4 W / BOTH SIDES OF STAIR - PROVIDE QI - / / VERTICAL PIPE 24' O.C. - - - _ - - - - - - •' ' ASHED LME 3: 7 C A150DASHED LINE r / MC 10 X 8.4 STRINGERS INDICATES I 1 I / I V 8 ■ / t 12 SIM, 10 CANOPY ABOVE 10 1 10 i / F I 1 Yr ui All REV, II SIM. All I Allkit ♦ - - - - - , ' ♦ - - - - - - - - ' \ - - - 1 - - - - - ♦ - _ —�� —II-I� - - - - - - - _ —�J / `BRA - i / / - - - - - - - - - - - - - - �T - - - - - - - - - - - - - l - - ♦ / STEEL GRATE TREADS I - I ` / 24' LCt% W/ CHECKED IE NOSING e Q L - - - ,�- - .1 - - - J L - \ ADS 6 3/16' i ' _ �.. / EQ. EQ. EQ EQ. 3'-4 I EQ Q EQ ' EQ. EQ. EQ I EQ. EQ. ' EQ.I 3' / / I / / I' • 10' 19'-B' 2'•0' 25'-b ' 2'•0' CL / 4' X 3' X 3' X I/4' STL. ANGLESif BOLT TO FLOOR NUMCT BER - 3941-93 EDF � COMPUEER 1Cry �a FRE 3941AN45DWIG DATE 5-09-94 .. Q DRAWN BY SWD' Ne CHECKED NY GENERAL NOTES : REVISIONS 1 1 -01-94 SNIPS LADDER E ROOF SCUTTLE 1. ALL GYP, BD, AND MTL STUD WALLS CONTINUE TIGHT TO BOTTOM FLOOR PLAN REVISIONS AS PER 3 OF ROOF DECK INSULATE ALL INT, WALL$ TO BOTTOM OF DECK I/B' • I'- 0' 0' 4' B' Ib ' ADDENDUM DATE 545-94 I• I/2' . 1'-0' . 2. ALL GYP. BD. WALLS TO BE TAPED AND SANDED TO CEILING HEIGHT. Q1-01-94 Q FIRE TAPE ABOVE CEILING - TYPICAL. - SHER NUMBER - Net � . A5 DF I KHFFTB DOOR SCHEDULE NO, SIZE MATERIAL FRAME HROWR GROUP REMARKS UL, LABEL 5/8' FG. GYP. BD. CEILING 091 3'-0'X 1'-0'X 1.3/4' GLASS/ALUM. ALUM. I DOOR TYPE I • to'-0' AFF. - PAINTED OIA 3 0 X 1'-0'X I-3/4' HM. HM. 3 DOOR TYPE 2/ FRAME B 20 MINUTE • V2' GYP. BD. - PANTED GYP. BD- - PANTED 002 3 0 X ,'-0'X 1-3/4' HM. HM. 2 D YAG G Y 003 3 0'X ,'-0'X i-3/4' HM. HM. 3 DOOR TYPE 2/ FRAME B 20 MIN4JTE HOLLOW METAL DOOR FRAME - PAINTED HOLLOW METAL DOOR 004 3 ,OIX 1'-0'X 1-3/4' HM. HM. 2 DOOR TYPE 2/ FRAME B ` (STUFF FRAF•E W/ INSULATION) FRAME - PAINTED 0'd5 3 0 X 1'-m'x I-3/4' HM. HM. 4 DOOR TYPE 2/ FRAME A C Q L BY 096 2 3 0'X 1'-0'X I-3/4• GLA /ALUM. ALUM. I DOOR TYPE I , MSUL. HOLLOW METAL DOOR- PANTED \ HOLLOW METAL DOOR- PAINTED Q 091 3 WOX 1'-0'X 1-3/4' GLASS/ALU'(. ALUM, 1 DOOR TYPE I 008 3 ID X '-0'X I- 4• GLASS/ALUM. ALU-L 1 DOOR TYPE 1 ALUM THRESHOLD \\\ 2 009 3 -0 x ,'-m'X 1-3/4' HM. HM. 3 DOOR TYPE 2/ FRAME B 20 MINUTE ASSOCIATES \\ ENGINEERS • ARCHITECTS \ SURVEYORS PLANNERS mIA \ LANDSCAPE ARCHITECTS CONCRETE CURB \\ 15 s ROOM FINISH SCHEDULE RO THIRD j MINNESOTA ILAN SOUTHEAST All I'-0' 9 / ROCHESTER, MMNS 0T2ES 6161 BITUMINOUS PAVMC / I-V2'P STEEL PIPE HANDRAIL MOUNTED ® 36' AFF. - PAINTED Na ROOM NAME FLOOR BASE WALLS CEILING HEIGHT REMARKS FAX $07-2B8-SOSB STAIR L DING � \ �' `�\ // PtAN, FIN. GRADE EL 102'-0 / ,_ _ _ _ _ \ / I HERESY cFaT•rTwv Teas S / PREPAREDTW ME RORFUNDERWMY VARIES • � \ 1'-0' / SEALED CONC. SLAB Z DIRECT SUPERVISION AND THAT I 6 ' GRANULAR FILL -� - '\ it , � . / / } Q �DERTH inwi o® ixARCHITECT ECi n E FM.FLOOR� I All VAPOR BARRIER Z r 1' EL. a100111im�--II II--I- I �:'-: _ _ - :• _ v } } Q X 11883 5-09-94 I ! ! `1.• `.� : : - 'r.':`;:` S is ,. =•' :. `: .:� - ; :2• .,`\..a =i'S {• 001 NAIL SPACE 'A • • • • • 10._0. MEMBRANE FLASHING � I �II � S 002 TOILET • • • • • 8'-0' NUMBER �� � 1I ®r , I � 11� 003 RETAIL SPAE11 Iii � If- I � -� 004 TOILET2' RIGID INSULATION005 HALL • • • • 10'-0' IL� IE � El1F 5' CONC. STAIR W/ 5'S • Pl' O.C. EA WAY 006 -TjNAIL SPACE 'G' • • • • • 10'-0' `IIL I - If� II� IGII ' GONG. FTG. - SEE •�-- \ � 1 �I F�1- II=I1 2 FNDN. PLAN T.O FOOTING � I IIr NOTE: TOILET ROOM WALLS AND CEILING FINISH TO BE TWO COA78 EGGSHELL ALKYD ENAMEL W EL. 96'-0' s PANT TO COMPLY WITH SANITATION REQUIREMENTS, 5 SECTION GONG. STEPSdd PROVIDE LIGHT FIXTURE PROVIDE LIGHT FIXTURE Z W/ ELECT. OUTLET W/ ELECT. OUTLET .r .ISWALL MOUNTED WALL MOUNTED 181X 36' MIRROR18'X 36' MIRROR PAINTED GYP, BD. PANTED GYP, BD. PAINTED GYP, BD, PAINTED GYP. BD. Q PORCELAIN LAV. 3'-0' 412a GRAB BARB 3,_0, GRAB BARS 3'-6' L GRAB BARS GRAB BARS / PORCELAIN TOILETwmj Lu (A PORCELAIN TLT- PORCELAIN TLT. �� PORCELAINTLT. XuiZ 0 9 T4' VINYL BASE p 0INYL BASE E VINYL BA9 v in '^ VIQ � a NOTE: ALL TOILET ROOM FIXTURES TO BE MOUNTED NOTE: ALL TOILET ROOM FIXTURES TO BE MOUNTED V ,� IN ACCORDANCE W/ CURRENT ADA SPECIFICATIONS 1 M ACCORDANCE W/ CURRENT ADA SPECIFICATIONS PROVIDE PROPER WALL BLOCKING FOR GRAB BARS. PROVIDE PROPER WALL BLOCKING FOR GRAB BARS. TOILET ROOM 004 ELEVATIONS TOILET ROOM 002 ELEVATIONS Lu - 3 3/8.• I _0, ' 3/8' . 1'_0' 3 _4, 3 -4, 2' 3 -0' 2 ' 2' 3 •0 2 ' 31OR ROOF DECK - i•�ROOF DECK - i-+ROOF DECK 5/81 TYPE 'X' Imp GYP. BD, PREFINIS D 6' MTL bTUDS 3 5/8' MTL STUDS 8' CML: PAINTED Q ./ 2 ' RIGID INSULATION / ALU•11NUM • 24. O.G. ® 24' O.G. BOTH SIDES :D W/ MTL. CHANNELS a TEMP. 5/8' TYPE 'X' 5/8' TYPE 7C' _ • 24. O.C. i INSULATE GYP. BD. GYP. BD, r GLASS Yl' CML. 0 vi 0 Q �/ 0 PROJECT r rp-3' NUMBER 394,-93 114* . 8COMPUTER MFLR 4 FM.1/8' FLR FIN, FLR FIN- FLR PRF 3941AA6DLLG DATE OWALL TYPE O WALL TYPE OG WALL TYPE O WALL TYPE DRAWN BY JR SWD TYPE A, TYPE E3. TYPE 1, TYPE 2. CHECKED BY HOLLOW METAL HOLLOW METAL ALUMINUM HOLLOW METAL MASONRY WALL METAL STUD WALL REVISIONS FRAME / DOOR TYPES TYPICAL PARTITIONS ,I 2 A,-m1-94 `r 3/8'. 1'_0, I!t ' • 1'-0' SHEET NUMBER Art A6 OF SHEETS cl • PROVIDE GYP. BD. 4 MTL, STUD BULKHEAD Qj AS REQUIRED FOR INSTALLATION OF ROOF - SCUTTLE - SEE 3/AS. oA B G D DFO RECESSED INCANDESCENT LIGHTS IN CORRIDOR (3 THUS) NOTE - - - - - - - - -�-. - �. 1QOTE Y. o NOTE 2, i i - - - -0 YAG G Y It PEll :)rD LW, . 10t0' F: ( AItp : l CO L BY 2' X 4' GRID ACOUSTICAL ASSOCIATES PEN 0 CEILING TILE III ,4_, _ c IL • a - INT) ENGINEERS • ARCHITECTS cO z SURVEYORS PLANNERS c y. 13 I�LKHE • S'-0' AFF, ; LANDSCAPE ARCHITECTS ' M�� RO MTHIRD AVENUE SOUTHEASTROCHESTER, MNSO�D6-6464 MRSOT-t66-5016- 2 I HEREBY THAT tSAN, SPECIFICATION OR REPORT UNDER WAS PREPARED BY ME OR UNDER MY -DIRECT SUPE0.NSION AND THAT 1 AM A DULY REGISTER® ARCMffECT UNDER THE LAWS OF THE STATE DIES ti Jim W i 1 3 I6-09- O Z NLWSFR DTE 2 V X 4' GRID ACOUSTICAL e CEILING TILE 6 10'-0• AFF. 1 's ICAL 2X4 4 LAMP FLUORESCENT FIXTURE W/ IQ' SILVER PARABOLIC ze x � LENS V � No - - - - - - - - - - - - - - - - - - - - - - - - - - - --0 W 2' X 4' GRID ACOUSTICAL V CEILING TILE ® 10'-0' AFF. O Zmmj tin �°� W _ - - - - - - - rte _ - - i NOTE, L NOTE L � NOTE LLu � � - - - V REFLECTED CEILING PLAN ELECTRICAL NOTES: J NOTE : L LOCATE TENANT SIGNAGE POWER AT BUILDING FRONT - PROVIDE 20A CIRCUIT W/ W THE ABOVE LIGHT FIXTURE LAYOUT IS PROVIDED AS A WATERPROOF LC)C TI BOX AND HIT ER PLATE- FLUSH A BUILDING FACE VERIFY EXACT LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. W `in ids BIDDING GUIDE FOR THE ELECTRICAL CONTRACTOR - FINAL FIXTURE LAYOUT, FIXTURE TYPE, AND QUANTITY MAY 2, PROVIDE WALL MOUNTED WALL PACK SECURITY LIGHT AT LOCATIONS SHOILN ON PLAN 4 ELEVATIONS VARY WITH THE FINAL TENANT LAYOUT, 3. PROVIDE POWER CONNECTION TO MENU BOARD LOCATION FROM TENANT SPACE 'C' - PROJECT NUMBER VERIFY LOCATION W/ TENANT 9941-93 COMPUTER 4, PROVIDE 20A CIRCUIT FROM MAIN PANEL TO PYLON SIGN LOCATION AS LOCATED ON Fill 3941AA1DW:a THE SITE PLAN (SHEET AU SWITCH W/ TIME CLOCK BY ELECTRICAL CONTRACTOR. Q 1 DATE 5-09 94 S, PROVIDE ONE DUPLEX OUTLET LOCATED NEAR EACH ELECTRICAL PANEL. m •, BY DRAWN 6. PROVIDE ONE EMPTY PHONE CONDUIT FROM EACH ELECTRICAL PANEL TO MAIN TELEPHONE BOARD. bWD TELEPHONE BOARD LOCATION TO BE IN RETAIL SPACE 'B'. CHECKED BY M 1, CEILING LIGHTING SHALL BE CONTROLLED FROM THE ELECTRICAL PANEL. ONE BAY OF LIGHTS TO BE `. .- CONTROLLED FROM A SWITCH NEAR THE HAM DOOR TO EACH RETAIL BPAGE. REVI5101-94 REVISIONS AS PER 6. PROVIDE ONE ELECTRICAL EXHAUST FAN TO THE EXTERIOR FROM EACH TOILET ROOM, (RETAIL SPACE ADDENDUM DATE 6-2S-S4 �i 'A' AND RETAIL SPACE 'B•) COORDINATE LOCATION FOR FUTURE TOILET EXHAUST FAN IN RETAIL SPACE •C'. VERIFY WITH TENANT. . Q1-01-E34 PROVIDE ONE 6 GALLON ELECTRIC WATER HEATER AT EACH RETAIL SPACE, C RETAIL SPACE 'A', RETAIL SPACE 'B', AND RETAIL SPACE 'C',) SHEET NUMBER 10- PROVIDE ONE DUPLEX OUTLET EVERY 20 FEET AT ALL WALL6 THAT DEFINE ,EACH RETAIL SPACE. ( RETAIL SPACE 'A', RETAIL SPACE 'B', AND RETAIL SPACE 'C'J SEE SHEET AS FOR WALL LOCATIONS. A7 OF SHEETS FUTURE SIGN BY OWNER- ,JUNCTION BOX ' FUTURE SIGN BY OWNER- JUNCTION BOX t WIRING BY ELECT, CONTRACTOR - t WIRING BY ELECT. CONTRACTOR - EQUAL EOIAL VERIFY LOCATION REFER TO 5/A8 FOR DIMENSIONS 22'-4' L 44'-2' VERIFY LOCATION PRERNISHED MTL, COPING2 l I PREFNISHED MTL COPING TA. PARAPET I 2' E.IFB. - COLOR 'A' T.O. PARAPET A9 2 ' E.IFS. - COLOR 'A' 120'-4' 120•-4' Y G GY FABRIC CANOPY W/ MTL FRAMING 96 d I FABRIC CANOPY W/ MTL FRAMNG 8' WIDE EJFS. BAND - COLOR 'B' ;; a�' t IaM• ...._� .7 se• J. GJ. 'v GJ. TA. CANOPY .--•GJ. .......JJ •CJ r C�. ....... CJ. CJ. .....`'•` CJ..'_... -' COLBY TD_ CANOPY ---• 8' WIDE EJFB. BAND - COLOR 'B' 8' WIDE E.IFS. BAND - COLOR 'B' ip _0• 9 1� _0• .1 O t •' 8' WIDE E.IFA BAND - COLOR 'A' ASSOCIATES BA. CANOPY 9 14 BA. CANOPY n v Ak ENGINEERS • ARCHITECTS 108'-04' r Book ew GJ. 8' WIDE .IFS. BAND - COLOR 'B' F% �' :% /% / � /� / s / r j/ / %T �' y' /� d // / / �/ � /�< �%i /� /, 7/ /i �y �% �j'• / £ SURVEYORS PLANNERS B % r r ' 'F r LANDSCAPE ARCHITECTS r/ / t' 1' INSULATING GLASS M ALUM. FRAMELOCK9 9 / .' %y % /i r> 1' MSt1LATING GLASS M ALUM. FRAME iO iV sy •/% y% / ' T0AOiv /y !/ Gi ;/ /� / � /' ;: /: 4i / ✓ / ,,�' / 717 THIRD AVENUE SOUTHEAST W2 0,0 ;g SPEGTRAGLAZE SILL - PANTED �. i :r c S' y� i SPECTRAGLAZE SILL - PANTED ROCHESTER, MINNESOTA $59(1 10 FM. FCR- FIK FCR. SOT-2RR-SSE 100'-0' 8` CML. - PANTED ��-0� 6' CML. - PAINTED FAX 507-266 SOSt SOtITHE sT ELEVATION . 0 E ST ELEVATION (DIP V6' . 1'-0' 11�EBY CERTFY THAT THIS PLAN PREPARED YH OR REPORT WA I/6' • 1'-0' PREPARED BY ME OR UNDER TMI i6 18 IB DIRECT SUPERVISION AND THAT qp Ali All QAII NOERD HE LAWS OF THE STATI i 11863 5-09-9� MENU BOARD BY OWNER 6 NUMBER DATI { - VERIFY LOCATION 2 A6 SECURITY LIGHT BY Aloe A9 ELECTRICAL - TYP. PREFRNISHED MTL. COPING 13 SECURITY LIGHT BY I ' 1 21-0• PREFMISHED MTL. COPING _ All ELECTRICAL - TYP. T . PARAPET 12' ROCK FACE CML. . PANTED TA PARAPET � -� RETURN EXTERIOR FINSH 2'-0' ilb.'-4' CORNER JOINT 116'-4' 12 ' ROCK FACE CMU. - PAINTED W - b' GONG. CURB- SEE SHEET Al PREFINISI- ED MTL. D SPOUT PREFINISHED MTL, DOWNSPOUT for N FINISHED GRADE- SEE SHEET A2 V 77 _ FOR DRIVE UP WNDOU- VERIFY `-0 MENU BOARD BY OLNER CONCRETE SPLASH BLOCK ve VERIFY LOCATION CONCRETE SPLASH OCK ___ Z --- MENU BOARD BY R FINISHED GRADE VARIES- mp VERIFY LOCATION .. FM. FLI2. FIN. R.R. bEE GRADING PLAN ` 100'-0' 100,_0• 7i; TYP. of2WEST ELEVATIONNORTHWEST ELEv TI THREE W Q QFUTURE SIGN BY OWNER- JUNCTION BOX 49'-0' 2l '-S ' REFER TO 5/A8 ENSIGNS 4 WIRING BY ELECT. CONTRACTOR - g 2 ' EJFB. - COLOR 'A' VERIFY LOCATION 9 i PREFNISHED MTL. COPING / / / / S 8' WIDE EJFS. BAND AlB COLOR ' ' A9 A6 W A8 AB EFB. - COLOR 'A' ` ` 2 ' E.IFB. - COLOR 'A' 1TA. PARAPET AS _ r 20'-4' 8' WIDE E.IFS. BAND - COLOR 'G' - 2 ' E.IFB. - COLOR •A' —` MTL. CONTROL JOINT BY MTL, CONTROL JOINT BY TA. PARAPET I 1 EJFB. SUPPLIER - TYP. E.IFS. SUPPLIER - TYP. II8'•4' �' L O � FABRIC CANOPY W/ MTL FRAMING i0 // m TA. PARAPET m T.................. . .... .... _ .... E.F.S. - COLOR '15' 2 ' E.IFB. COLOR 'B' 116'-4' 1a: ,� � aM I f� SEE 5/A5 FOR SIGN ELEVATION - - 12' SMOOTH CML.- TYP. 2 ' E.IFS. - COLOR 'A' CJ. '' GJ. •••---•---•-•-•^q• .._. .. 1 ... ........ . V / ". TA. BAND • -•--•r- _ _. ......... GJ. GJ. GJ „ C CJ• B' WIDE E.IFS. BAND - COLOR 'B' 112'•0' 6' WIDE E.IFB. BAND - COLOR 'B' / EFS. - COLOR 'A' 2 ' E.IFS. - COLOR 'B' iO PREFINISHED MTL DOWNSPOU BEYONDll V EFS. - COLOR 'B' IR' GYP. SHEATHING EXTERIOR FINSH OVER % Cy % �/ %/r /F /% . �� / �/ /%' / �� % RAKE MORTAR JOINTS TO 12' CML' TA. BAND ( 1' INSULATING GLASS M ALUM. FRAME :% // ./ ., i ALLOW FOR MTL CONTROL JT. 6` MTL. SND FRAMING l�,_0• v % .� // % 1 % %� :% / / // // _ J ' SF'ECTRAGLAZE SILL- PAINTED m 2 ' RIGID INSULATION BATT INSULATION FIN. FC R. loo all C JU.- PAINTED Ae - - U2' GYP. BD. _ — V2' GYP. BD. Qj SOUTH ELE ATION GG OrG / EXT. FINISH - COLOR 'A' 2 ' EJFB. - COLOR 'A' 7j B � All Q All S SECTION SECTION 8 m Iu1DR/r 9 • p_0• 1- V2 ' 1'-0' A8 2'-0' EXTERIOR FMSH OVER 12 ' GMJJ. 1 - 2'-0' A9 PROJECT 6ECURITY LIGHT BY PREFINISHED MTL, COPIW3 HUMBER 3941-9` ELECTRICAL - TYP. COMPUTER T.O. PARAPET FRE 3941AA1DWC NOTE : MTL. CONTROL JOINT BY lib'-4' CONTROL JOINT- TYP. ® EA. DDDR DATE 5-09-9• E.IFS. SUPPLIER - TYP. E PREFINI9HED NTL. DOWNSPOUT L E.IFS. SHALL BE OF INTEGRAL COLOR AND IDENTIFIED AS COLORS - m 'A', 'B', AND 'G'. COLORS WILL BE SELECTED BY THE ARCHITECT HM. DOOR FRAME- PANT DRAWN RY JR 8WC FROM THE 'DRYVIT 431 COLOR PALLET•. v —r— HM. DOOR- PAINT (SEE SCHEDJ CHECKED BY 12' ROCK FACE CML. -PANT REVISIONS I 1-01 9• REVISIONS AS PEP FIK FLK. FJDIIbl- ED GRADE VARIES - ADDENDU'I PATE 5-25 & 'r 100•_9• - - - - - SEE GRADING PLAN •' SMOOTH CMA. BAND - � - - - - - - - - - - - - - - - - - - Q1-01-g• DETAIL TYP. OF THREE NORTH ELEVATION MENU BOARD BY OMER g FULL 612E Q - VERIFY LOCATION SHEEP NUMBER A 8 . ARC no RHPEr 2 A9 PREFIN. MTL COPING 3 2 YAG G Y 4 1 AI0 1 _ EPDM. ROOFING MEMBRANE ' i 3 memo COLBY TD. WALL ' 1 ``\ i 1rpm 1/21 COl STEEL,PEON CCK i I 10 All L. 0 -4• I ASSOCIATES / 1 I EPDM. FLASHING I IallegesJ ENGINEERS • ARCHITECTS roe I I / �\ SURVEYORS PLANNERS • I6?otDS I LANDSCAPE ARCHITECTS i TD. MASONRY 2' E.IFS. , eL # EL. II6'-0' 717 THIRD AVENUE SOUTHEAST TD. BEAM FAX i ROCHESTER, MNNESOTA 55964 EL. VARIES E I 507-255-6454 5071gi155-5055 1/2 ' GYP, BD. I I I IEREBT CERTIFY THAT TMS RAN SHEATHING I I , 1 I SPECIFICATION OR REPORT M STEEL AR JOISTS - i 12 ' ROCK FACE CM. - PANTE PREPARED BY ME OR UNDER MY I SEE FRAMING F1 AN I DIRECT SUPERVISION AND THAT 1 FABRIC CANOPY MCr NDER THE LAWS Of TH& STATE ON TUBULAR BTL, Q I I I AN S DTH REGISTER® H*r STATE I 2' RIGID NSUL. SYSTEM uu4Es FRAMMG ` I 2 AV ( RETAIL SPACE RVR I SUSPENDED AG.T. I • I RETAIL SPACE 'SE I j, I I 11 3 5-09-94 006 , 0 10'-0' AFF. 1 , 003 i I NUMBER DATE i IR ' F.O. GYP, BD, PREFN. ALUMINUM I PANTED GYP. BD. `--- --i i INSUL. GLASS ENTRY I I I O ' BEYOND I I 00 — I DOORAUNDOW SYSTEM 9 I i ® ISO sm" - i b ' COPIC. CURB AND PANTED STEEL COLUMNS W/ 5/8 FSC GYP. BD BOTH eD ( ( I I (ALL STEEL COLUMNS TYfl I SIDES - PAINT (TOP OF WALL I i Y BITUMINOUS PAVING I FORRbEC -- i Oil/ CORRUGATED STEEL DKd 6 ' CMU. - PAINTED I 4' CONCRETE SLAB 1 .,i W/6x6-W2.b(W2J W.WF_ i• ( 2' RIGID INSULATION FM. FLOORuiPOPS 2' RIGID INSULATION ELr - - u - - , r - - - - , . r - - � - - ,. i I 12 ' OW GRADE sell BE - 12 ' CMA. gm -- _ YAPOR BARRIER ` � I � I Pee COREFILL BELOW 1 GRADE TD. FTG. - 1 1.. I T.O. FOOTING Z Nil L. -0' Em" COMPACTED GRANUL I t i M EL, 96'-0' f 111EEE�RRR��� t�R,R�,R CONCRETE FTG- % 1 j SEE RETE I PLAN / CONCRETE PAD. - SEE FOOTING 4 v ii ■/ii, _ FOUNDATION PLAN FOR SIZE 4 REIN. CRET FTG � NORTH - SOUTH SUILAINC� SECTION �\ � BEEONCFDN�FTG. P-LAN Vel " or 110% W oA E3 C D � (, I J v JS� tn PREFN. MTL COPING I 1 t I W ` 1 A9 At0 2 I I EPDM, ROOFING MEMBRANE S I ( Z b' RIGID INSULATION ON • 11/2" COl STEEL DECK TD. WALL EL. 0'-4' sell t I ' 1 I i ' a 16?D.C.L. ` \ N ' 9 I 1 ' lr � rzpDP1. FLASHING —_�1 ( F 2 ' E.IFS. r F JOIST BRG, TD. MASON ' I EL, I6'-0' EL. II6'-0' 1/2 ' GYP, SO, Q elk JOIST BRG. _qVI SHEATHING EL. 114'-0' I ggs 1PLI L / Lei 6TE�L B /JOISTS - 1 I STEEL - EAM6 - 6EE RO % I ( FABRIC CANOPY J 120 CM.PANTED- I I SEE RO / FRAMING P AN I FRAMI PLAN i I m F014 R�IBULAR Sl 1POP I � Fr -4 SO 2 ' RIGID NSUL. I P4 T I 1 SYSTEM i wgrg`;!Pa LABS)ER-BE j ENDED .T. —� A I �, , / RETAIL SPACE 4131 G — I ( V/ / PAINTED YP. BD. ✓� Misses ( I I PROJECT I� G7P. I 003 I , I B NUMBER 3947-93 '}'�TL. b DS a I6 ' O.C. PAINTS STEEL COLUt�JS O _ F I I I ( b ' ROGKFACE FILE COMPUTER 394TAA9DIW 6 ' CONC, CURB I 55/88' F YP. BD. BOT I (ALL EEL COLUI-SVS TYPJ I I CM.U. 4 BIT, PAVING I ii b U 4' CONCRETE SLAB I ( DATE 5-09-94 W/bxb-W2.bcW2.1 W.WF. m z GIDS FM. FLODR .. N i - . _ . . MLADON DRAWN BY JR 8 !D N i -. : - • ' • . I I CHECKED BY = COREFILLRBE ' i VAPOR BARRIER :712 CMU. Ti FTG, COREFILL BELOW REVISIONS •+ Ti POOTMG b' COMPACTED GRANUL \ EL. gb _0 GRADE REVISIONS AS PER EL. 86'-0' ' ' FILL \\ ADDENDUM PATE 6-25-84 CONCRETE ING 4 or FOUNDATION PL FOR SSEE IZE 4 REIN. `� �— �� EE DNhTG G: R DAN T�SAN` EAST - WEST BUILDING SECTION PLAN 1/4' a I'-0' SHEET NUMBER A9 OR SHEETS Ft OE PRERNISHED MTL" COPING W/ i • CONTINUOUS KEEPER TREATED UJOOD BLOCKING FM. FLOOR TOP OF WALL IN 120'-4' PREFINISHED MTL, COPING W/ H / ( EL. 120'•4' YA'G G CONTINUOUS KEEPER ` I / 2' E.IF.S. T \ TREATED WOOD E3LOCKUG • . \ / \` / 12' G7P, SHEATHING COL B 2' E.IFS. - COLOR 'A• (_ SIM' 1 IR ' GYP. SHEATHRG I I BATT INSULATION A S S O C I AT _ REG. All 6' MTL. STUDS • 16' O.G. _ BATT INSULATION L%% w* PREFINISHED MTL, COPING W/ ( PREFINISHED MTL, COPING W/ ENGINEERS • ARCHITE CCNTMJOUS KEEPER CONTINUOUS KEEPER 2 I IR' GYP. SHEATHING SURVEYORS • PLANS b • MTL. STUDS • I6 • C.C. All LANDSCAPE ARCHITE i/2' GYP. SHEATHING TSol TREATED LLIOOD BLOCKING SIM T I TREATED WOOD BLOCKING EPDM. FLASHING / 717 THIRD AVENUE SOUTH Ali REG. ROOFING MEMBRANE ROCHESTER, MINNESOTA S S0711285 EPDM. FLASHING EPDM. FLASHING \ EPDM. FLASHING Y ; FAX 30711288 EPDM. ROOFING MEMBRANE / RY TA. MASONRY / JOIST BEARING //�� EL. 116•-0' 1 HEREBY CERTSY THAT Twa 51M 12 '( EL. Ib -0EL. II6'-0' ( \ / SPECIFICATION OR REPORT REV. All 6 ' RIGID ROOF INSULATION 6' RIGID ROOF INSULATION PREPARED BY ME OR UNDE / `♦ L. DECKING \ �, , , . % EPDM. ROOFING MEMBRANE \\ • • EPDM. ROOFING MEMBRANE DIRECT lE oSUPERVISION iV RE�Gt4 EkEo Ai f I-12' MTL• DECKING NEMRR THE LAWS OF THE �.,A - 61M. g RIGID ROOF INSULATION /� 6• RIGID ROOF INSULATION 11883 5 0 T.O. BEAM ( /' / . ♦ 1-IQ • MTL. DECKING REV. All �/% / 1-1/2' MTL. DECKING NUMBER EL. VARIES \ / ; -' , , , OPEN WES BAR JOIST \ / N UES BAR JOIST / _ JOIST BRC. : _ EL. 114' ,o 3 S BEAM - SEE ROOF FRAMING PLAN I ( All ( STEEL BEAM - SEE ROOF FRAMING PLAN • • / @' BOND BEAM W/ 2- 5 CONT. I t / 12' BOND BEAM W/ 2 - 5 CONT. T RACMG- SEE SHEET Ail. \ /, - \\ STEEL BRACING- BEE SHEET A@. /f / Ila , i , -� I le 12' ROCK FACE CML. - PAINTED / ' / 12• ROCK FACE cML. - PAINTED ' (I _ r F RIG CANOPY ON STEEL TUBE 8 SEE SHEET A3 FOR REU�. , SEE SHEET A3 FOR REINF. , I /Ile FABRIC CANOPY STEEL TUBE W FRx it•KG Ail � / • n / 2' 4' ACOUSTICAL CEILING SYSTEM • 10'-0' AFF. 2' RIGID INSULATION SYSTEM �/ ' 2' RIGID INSULATION SYSTEM 9 I2• GYP. BD. - PAINTED ,j j/ 1/1' GYP. SD. - PANTED `N I ' /. Y X 4' ACOUSTICAL CEILING SYSTEM c 10'-0' AFF. / /j/j 2' X * ACOUSTICAL CEILING 4 . BD: PA TED Q ' I/2' GYP. BD.- PAINTED �� / / SYSTEM • 10'-0' AFF. ft Ail / \ VAPOR BARRIER `< .'� > ♦ VAPO 2RIER SIM 4 \ �/ REV. All i ,T 2'-00' 2 IR I ' - I I 2 IQ' 2'-10' IVi uh / ,� I W i ALUMINUM WINDOW SYSTEM 'e SIM g J i / / //� / PLAIN GILL ✓ 6 '-m• t SPECTRAGLAZE SILL BLOCK RE All // / i / > I 6PECTRAGLAZE ILL BLOCK 1/Y GYP. SD. 6HEATHING : ALIA1INM'1 WINDOW SYSTEM / IR' ExPANS10N MATERIAL t CAULK 1/t• AIRSPACE PLAIN SILL f2 ' GYP. BD. - PAINTED 5 ( 12 ' GYP, BD, SHE ATHfNG . 1 6' 6' ROCK FACE CML. 1/2' GYP. BD. • PAINTED i / CONC. CURB / / VAPOR BARRIER All PAINTED ' \ / �� � / / \ 1/2' AIRSPACE Q VAPOR BARRIER / i / 6 ' MTL, SND FRAMING a 16' OC. \ BITUMINOUS SURFACE CONCRETE WALK / / ° . e j - / ( 6' ROCK FACE L. - PAINTED Cog MTL. STUD FRAMING • 16' O.O. BATT INSULATION / TA. BITUMIN SM' b \ / BATT INSULATION 9 ,/ EL. VARIES ! ' SIM SEALED CONCRETE SLAB \ / / CONCRETE WALK - ELOPE AWAY O REV. All \ All / /' .• - - _ / /� RE AU b /( � FROM BLDG. a I/ • PER FOOT-TYP. - SEALED CONCRETE SLAB ='- ' • - : '= ' c ';z ' • "• "' '-• 2 VAPOR BARRIER All FIN. FLOOR FM. FLOOR EL 100'-0' 7 —fir; 11�1, 1 , / EL. 100'-0' / \ VAPOR BARRIER It. FIN FLOOR.,,��,r�� , i �III� FM. 'FLOORI • I > / / "I ' \ 211 1 �11I` EL IW'Il0 IF / QI �I 61 F7 Ago / % ' i _ i ` T x' - It�11 � Ib � OKT k� i=11C� lI� ll� l PR �t / - / - Ttt� 1t I 1 � 1Pz F - ISI I ( I / - - - m NUMBER 394 I _ - - ° I FM — — ::• , -I - — - I I — '.� `LII -I L-11� _ -.. • L . ,IIG !` -~.ILII �`I . {-` : ,:I �1ltJ- I �:`��:�: � I ti. I i — I � I � a=11 ���� 1 —II ' � " •L—IIT-�� :I '-.1 .,I,, ' :I If-11 �1I • m=� lr��rra •;: I � � I It 11L� • III 1 �11 � 1 ' II I —�� �� I� I 1 �71t� 1k 711911IF� I IF� II—IMT =11 I IIr—Ill� f 111 6 coMPacTEo LARF �L ' I — FB�OE"'�` 3941aA9. � I � I11 � 1 X11 11 1—II III-11 �111� 1II� IFI I �`IIC� I ' k� IFI IF 1 i % 1 �1I �11 IFF �II1� 11 �r I �III 11t�1i 11 �11 �111 1I � I . ! / 11� 1 �11 �1 ' ' � I I If� lbl I , `> � Ilirirr�ll 1 // / 12 CML. - 6E FTG. t FNDN. P JI killk� l� Jl �ilt 11 ;. � " k=il �llk� Imo' 1=IIF11 - IC IF 111� 1 � 1 � � I � IF=j11I f 1 ( 7Il-lifer ' JI - I �III l�F III II� I �I ! - DATE 5 0 I 111 11 I � I � II� 6 PAcrEDGRANULARFlLL II� IFRI /. IF=1I � gpjtpl II IIIF ISI / If=111-11 I � Il� li-II I // , �. CSI - II� IEFOR �n�o MG >11 � I � l / = / ' EiE �11 �IIC " � I �III� / , I �IIE I I �IIt 11E _ , r 1 - 1laff I DRAWN BY JR I IL IH 1 � 11� 1 / / / rr—dj 1 � 1 III 11 X11 LpRI I I / '� I r RIGID SULAnoN ° ILII I . / t� lk� l IIk Iz' ML. - SEE FTG. t NON, PLM � IIIF3 ; -- Ik ll � I W—.= It� ll / / " ,' I II� II� 1 1, 0, II 1 71 / REINFORGiNG �—iI I %��/ 2 WIOINSULATIO ! II II - % " � IHi = II2a� coNc. Foorn.� w/ � I I / CHECKED BY � IIIC� I � I / I I 1111 / I II 11 ; � IIS ' " � II_ I // / I �-1I �11 2 CONT. ��11111=1I / I I (F ( IL r 2' RIGID INSULATION p_ ,' ; �' �I \ (� ' I I ICI ) II % / I �III REVISIONS I I-I Ii I L 1 TA. FOOTING ' lCll �' . III�_ 24' X 12' CONC. FOOTING W/ � I % / / " l II-" TA. TING TA. FOOTING - / / II. ILILLLI / % / I i" I TA. FOOTING �NSIONB A6 EL. 96'-0' 2 - 5 CONT. EL. '-0' EL. 96 '-0' a I EL. 96'-0• ADDENDUM DATE 6 21 DOWEL FOOTING TOFOUNDATION- ° • I AMPloltLL • • SEE STRUCT, FOR SIZE t SPACINGIM �t• S • . --iiT" • . • � Act SHEET NUMBER r� 4 UJALL RECTION WALL SECTIONWALL SECTION � WALL SEcc;tiON c 3/4' . 1'-0' 3/4' • I'-0' 3/4' • I'-0' 3/4' 1'-0' A1 ( 3 i'-6• j! ! % / BITUMINOUS PAVING B t2' GYP. BD, V2' GYP. BD. PREFMISHED MTL. ROOFING NTb. j j�� •VAPOR BARRIER GRID EDGE W/ CONT. KEEPER GONTNUOUS CAULK 2' RIGID INSULATION SYSTEM % BATT INSULATION W/ BACKER ROD i ! CONT. MEMBRANE FLASHING ` d : `?r _ STL. COL. - SEE STRUGT. /� ; 6 ' MTL, STUD FRAMING ® I6' O.C. m f ' : TRTD. 2X BLOCKING AS REO'D I 4' CONC. SLAB W/ •4'S ® @' O.G. CONT, 2X TREATED WOOD ! • / j/ MEMEBRANE FLASHING W/ ! ,' / / EACH WAY REGLET - CAULK i / . ' . CAULK . , /. BLOCKING ___ ___ ;• i ` .n � ; /�, /'i,. ' / . e •�, ° •, AI ACE/THEkwW . BRAKE ® SLAB --_ _ •e / / • / /! CONCRETE CURB _ i !j;'% / ' - - - � � • e �` SSP •w ° •• I 6' MTL. STUD FRAMING o 16' O.C. __ YAGGY ' �" % � % � ` % � Uj;IS; _ RROD CAULK �. 7 . r� . i / / i BOND BREAK //' / .�,/,i / i % � � 6X6 W1UF. �f.' G:bf ud� l ailm :.` � ` %` " / / ,,,. UM. DOOR FRAME ' n . 'are .'.�jXER.T_ G A�'•fILL BATT INSULATION �( ;/ ./ CMJ). FOUNDATION IDUEI� I ' • i :':�1 � R PERIMETER I 12' GYP, SHEATHING COLEY ' ! CAULK i 1• • _ 2' E.IFS. " I IN If '/ • ! 2• RIGID MSULATICN p I= " , i , ' I ' CMAI. BOND BEAM W/ 2 -5 CONT. I y ASSOC ( ATE S ,• `.i! %' / I 122 CML. W! EXTERIOR FINISH I •���rrr1111 Pe - �, VERT. REINP. - SEE FNDN. PLAN EPDM FLASHES ENGINEERS • ARCHITECTS VAP BARRIER SURVEYORS • PLANNERS 16 TYPICAL CURB DETAIL II WINDOW JAMB DETAIL WALL DETAIL i PARAPET DETAIL LANDSCAPE ARCHITECTS oil 1-12' = I'-0' 1-12' : I'-0' GRID 1.12 ' = 1'_®• 1- 12' • I'•0' 717 THIRD AVENUE SOUTHEAST 5904 EXT. FINISH SYSTEM TO 24• AROUND ER EPDM. FLASHING ROCHESTER, MBiNESOTA 56464 5SOMA -6164 I' 114 P 12 ' CMUISE7 BACK 2• FROM GRID Q PREFINISHED MTL. ROOF EDGE GRID 12 ' GYP. SHEATHING FAX Sal-288-Soso of of ; ! ;ii . 01 Ne Pe 2' RKsID INSULATION SYSTEM W/ CONT. KEEPER 6 ' MTL. STUD FRAMING ® 16 ' D.C. t PLAN • • • 2' EJFS. -- CONT. MEMBRANE FLASHING BATT INSULATION StEe�S TP�ME REPORT WAND A y � • .' •" `� ' / 6 ' MTL. STUD FRAMING AM A THE EDS RE THEN ! f CONT. TREATED 2X BLOCKING �� - -�• ! ! ! CAULK I 12' GYP, SHEATHING Or ATE e • % /;' ; '/ , 12 ' CMU. BOND BEAM W/ 2• E.IF.S. ' 41", � ° • ° If ! •J' CORNER MOLDING III\ n ,41 e •li : , I � 2 -5 CONT. I t CONT. CANT STRIP 11 5-0S-91i r' y ' vvv _ • �' I CAULK . • � � � `B . 2' ElFb. , , ;" HUMBER DA i!1' GYP. SHEATHING S . ' EPDM. ROOFING ADHERED E.P.D.M. ROOFING 6' RIGID ROOF INSULATION 5' CONCRETE STAIR � � ^` i2' ta7P. BD. y'l• , R . ; ' J If I ; lee / 6 ' RIGID ROOF INSULATION �A W/ 5'S • 12' O.C. EA WAr " 1' INSULATING GLASS IN ALUM. i , i V CONT. STL. ANGLE-6EE STRJCT. WINDOW FRAME 4� L� 3+ /00 :i , F :' / VERT. REINF, - SEE bTRUCT. :�.��,, SEE ROOF FRAMING PLAN CAULK , fee !I / Yl ' GMIl- (PAINT) BEE BEAM NP SEE ROOF FRAMING P GT. AN CONC. STAIR DETAIL 12 WINDOW JAMB AT CORNER WALL DETAIL 2 PARAPET DETAIL 1 1-1/2 . I'-0' 1-12 ' = I'-0• i-U2' . p_0• I- V2' QGRID I EPDM. ROOFING MEMBRANE GRID LME OF STRUCT. COL, BEYOND Z g I ALUM. ENTRY SYST, BEYOND V2 ' GYP, BD. I ALUM. THRESHOLD IN SEALANT BED 1 F REFINISHED MTL COPMG BEYOND MTL ROOF DECK 12 • GYP. SHEATHING V 43 CONC. BLAB W/ 04'8 ® @• O.C. I ? ` • I EACH WAY ;`s� i EPDM. COUNTER FLASHING �;• ; _ _- - • j i GOVT. 6TL. ANGLE- SEE ROOT I VAPOR BARRIER _ — _ _ = � • ° , • : 4 / / ' ;' / ' IN PREFINISHED MTL. FLASHING W/ ' • I FRAMING PLAN- SWEET A4 Q ? t BATT INSULATION � � _ _TjjE_,[i•7AL BREAK ' / !" CONT. KEEPERIt ' PIP '� Y� • 12 ' CMU. BOND BEAM W/ 2 -5 CONT. I `; CAULK •' ' : _• I /• • , ..• cN ... , . : _ I CAULK ' If PIP :-c;. , f P . ItIts $};.4BWF�j/�0 6X6 WJllF. • j •, I ' / 5/b' GYP. BD. _ CONT. CANOPY CLOSURE : `' . n OXER.'6 ' GIQAf•.ULAI'�'fILL ?�' % • n 1 TREATED 2X U100D BLOCKING t. / ! BY AWNING SUPPLIER Q ..:; 'iy; : , ;: '� o ,.. .... .• c , _ �, , • t `! . /� ! ; 2' RIGID INSULATION SYSTEM I — TRTD. WD. BLOCKING - COVER IC—il �Il 19 : 'rte FIR • •- Y PERfMETER ! - - - PREFMISHED MTL. DOUMSPOUT i I/'� �: BLOCKING W/ EXT, FINISH YERT. REINF. • SEE bTRUGT. � Ik I II In • 1 — CMU. BOND BEAM W/ 2-5 CONT. / / ' :I / of DOUNSPOUT ANCHORS % / /' / , ' / I MTL STUD FRAMING e I6' OC. V / / /,I- , � , , ! 1 r. I VERT. REINF. - SEE FND—toN. PLAN I , . ' / 12 ' CML. - PAINTED %;/ .% I � CML. - (PAINT)VAPOR BARRIER Et ' % %!i ,- i /, j �,i ./ GAh FRAMING uiJ 18 WALL DETAIL ID DOORS 13 DOWNSPOUT DETAIL S WALL DETAIL 3 CANOPY DETAIL TW L 1-12 ' P-0• I-i2 ' = 1'-0• 1-02 ' . I'-0• I- 12' . I'-0' �BiB� Z ' VY GYP. BD. � GRID V2 ' GYP. SHEATHING VAPOR BARRIER %� If - 12' GYP. BD. BATT INSULATION i' i I1h / ,, , / '', @' CML. - PAINTED ' ,i�:';! AIR INFILTRATION BARRIER I �II4� {' er / . ' , ' Nor ` ;,� 12 • RIGID INSULATION SYSTEM I i 2• E.IFS. BBV w If MASONRY JAMB ANCHORS • • ",t, VERT. REMF. - SEE FNDN. PLAN TREATED 2X6 12 y, ' ° ' �. ��j { I � TR WD. BLOCKING • COVER ( THREE PER JAMB-TYPJ ef / NG W/ EXT. FINISH % v I 4'CONC. SLAB W/ 10/10 6X6 WJUF, �� • OVER GRANULAR FILL I . SHIM AS REQT> Q ' avi � • I -��' `; .`•; ; / ' � IIL-.Ili Patio �'! CAULK :.i ° ",i j . 1 / !i ' { I 112 • EXPANSION JOINT MATERIAL CANOPY FRAMING 1 . � 1 ( � ' ' :` J• ' III�Iir I . W/ CONT. DRIP EDGE iRiB rim PIPPIN ' .Ill �III JI ! t . % : I• li! , y\? I .-112 ' CMU. O ' •I. _ HOLLOW METAL FRAME —111-1 � �11 ! , I; " : i IIIlK k� Ikl CAULK GROUT SOLID W/ CONC. IMPORT— ' . I2' RIGID INSULATION ® PERIMETER 3/4 j X11 i 1' INSULATING GLASS M ALUM. IlI�I ` VAPOR BARRIER WINDOW FRAME SYSTEM i i : 1 �Ilf- I CAULK iBIrBR Y.� Y.R 14 DOOR JAMB DETAIL 9 WALL DETAIL WINDOW HEAD DETAIL 1-12• 1'-0' 1-12 • • 15•00 I- 12 • = I'-0' 2 I2' NUMp R 3941.93 BITUMINOUS PAVING 2'-1 V4' 12' GYP, BD. GRID to INSULATING GLASS IN ALUM, COMPUTER WINDOW FRAME SYSTEM FKA 3S41AAIIDUKa KITS. CONCRETE CURB I'-0 5/b' 1'•0 5/9' STI COLUMN �� LME OF E.IF,S, BEYOND 6• MTL. STUD FRAMING �� No ALUM. THRESHOLD IN ' PLAIN ON 3/4' PART. BD. BILL ' ¢EALANT BED BATT INSULATION I BLOCKING AS REI DRAWN BY BUXJ — A• - - CAULK CHECKED BY _-- ---- ° • CON'C. SLAB N AIRSPACE CAULK ° THERMAL BREAK '1 SULATING GLASS IN GROUTSOAP SOLID LOCKREVISIONS I : 1-01-94 ALUM. WINDOW FRAME / REVISIONS AS PER I BOND BREAK ; / ,/ SPECTRAGLAZE SILL BLOCK ADDENDUM DATE 5-25-94 ; 61i, ; •• ' ° MEMEEIRANE FLASHING W/ LK 2 ' 6 MTL STUD FRAMNG a I6. OG, - --, 1 , • " b • GML .. i ; ` S _. .....• '- ::', ' •y % / . R'cGLET - CAULK S °�.,+�? w?^5,3�'3. . . 1 l �• ' ' �, TRTD UID BLOCKING AS REOD .. ,. 'u4• w . � .. . N i % BATT INSULATION .f % ,-` CMU. FOUNDATION 12' GYP. SHEATHING % 2 ' E.IF / / . ! 2• RIGID INSULATION 2 -0 S. ./ I' SHEET NUMBER , VAPOR BBA�IER 1/2" CURB DETAIL Q DOOR n COL . ENCLOSURE DETAIL WINDOW SILL DETAIL All (6 14V2 . 1400 `1 ® 1.12 ' . r.m• ` � 1. 12 ' , r-m • __ I 1VVt % '� " .,.: ::.i. yy- : . r:; " 'r ::'. i . , . :0_'00 :0 -i:, . . , , ,;i I. 000_0 ,.. . . :� . - . .- . - T - . . . , I . I. . . . , - , I . , 0000 . ' % 1' DEEP .. - . a a .. . . . . _ _ >. , . _ - . . .. . . - - - . . . . . . . 0000 . a - . " . _. 0000 ., . . . . t - - - N. . . : .. .. " - AFTER % TE:. - . : , a 0000 .. - _ � . - . : � . - - }� MAFB % b PLACQ'�'Nf • i .:.�% V. , _ . . . 00 '00 . : ." q - - 1 .0 ,w . . . - .:0000 . .. ...- . • - - - . t .• at . : . .y . . _ .. a -: � INJ . : -. •. ' : FOR (1 I .'? -5 � �BEE`PLAN c 000 , 0 . . - - . . . - ., ,- . . 0000 _ - : • . - . TbP FTG - NciE. 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W .11 V - - t . _ _ _ I _ : •`�, ' _ _ - P+'" �-" `.. . - _ _ - - CK� NEB . . - .. �- - oriBUPFdRiL . NI - ks�u/4 . car7i. ♦ , v� ' F'1•AN L9 _ LINES ' t777�.: - .:,;3 .i:, L'RE l8'7 70130 .. _ _ - . . • . - IN 5 .•: . 9 • BOLTS • 2.•8. Oy. : . . _ . . - - . - . . - : . CONCRETE . . - . LINE " . . . , , - . - . - - ' • . .r !1. '¢ELDS SHALL, It I , - % - , . 8 - " _. NOTES ALl - .`a1. ns FILLED CORE, l67IE7 . PEPoPEtTER - - , .I .,. ,:. : :: .DETNL : . . . - „ LaR MR xu °�"NGB (2i L Vx2sx Ab• FROM AWJLE ,• '• • t -I . :.. V. , . . OM aaRD RELDB . �� BE 6/8'7'PIADLE - dc, _ - TO PEAF7E8T 8077 JI . . It .i777� „ �. �VVI : . . . PAPlEL'P'ONT lTYP _ : ;. O < ' , . 1. I . . 1 . :. . '. :' . : M TYPICAL DECK UJEI.DMCx DET,41t- - ' EQUIPMENT SUPPORt p7All' . . . O ENING AND - . ,SrN ': L MEGNANICAL . P an PA SCALE . " - r .. . GTI - `OIV r tL1. ..IC. , - E _ _ . _ L., 91 M2 TE . , . .. P-m• • . .. - r RO.6t NOLE6CROB AB.REQ'D,` . . • Atl ' _ i _ . - . . . . . E PRO 1 : rrL"':: . . . _ 394'1 . NUMBER' i. : - ;? ':'::0000 . . III - _ _ .Top TRAJM MGAV r: ".•', c. ::: . . . • . . - _ ., • . . - BRACE TO J018T_ . rte'- S• ' - REED. BRACE 70 CH i C'Ot•N. NJGIE CM-Y ' •COMPUTER IN ,:.::'„t- , :_ : : :; < : . - : , CHORD PAPER . FRE . 954 IAAUt �,. - . ' 0000 , ' , . , , • : .. . :,; , . . :. . . _ TOP CHORD i-PANEL _ 7 TOP . . TYI? STUD - ' BT EXrEN81ON ' . (i' X % ,: . .. . {": . .:T = ;4 :..', : : ' : 0000: : , .=: :' - . . . . - _ . , of _ PONT. •'77@00 - , p. ... .: . . .. .' : .:'• POIP:TT • ' STUD ' - TI . 9A6'' YEB BODE • % 9/16 S•.iX S•'X V4• X m'-5' .• , % . . '•Vefq�'- ••• DATE 't>.; +' i' - . . " _ - REB BIDE 7-V EACH VERT. TUBE . i r. . a ;• c - 9A6• - TYP , . . . . F PLAN FOR - - ' I VB'' ' � : �• L'9'• X 9' X V4' CONE. '.' BEE '. 4:. •:14, °;'}:' . 5:i : , .. •. 'ICE IOCAlION '•., I t - - '" ,_.,.. , _ : • . ". . BPL : . •_ " , . TB S' X2' XV4' - �M00000000000 ,,,, a :. :. . .. t _ : , _ : .' . , . _ -. . . 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P•m' STRUCTURAL NOTES YAG G ED r COLE' ' GEMitt and NERALSTEEL on the Structural Drawings take precedence over - CR Shall hove a minimum compressive Strength (fe) at 28 days - Steal Data, ons q idging�e l be fabricated and A S S O C ! AT these Standard Structural Notes. Typical Details shall be used and water cement ratios as follows: ¢rated in occort4og wdh the 'Standard SpeamtWis for Steel whenever applicable. Rater to Spea'ficotios for information not Joists & Joist Girders of the Steel Joist Institute (SJI) latest coverall 6y these Notes or Drornya. Maxkmum edition, ENGINEERS • ARCHITE The Contractor ¢hell verify dl dmeasans, elevations, ane aft¢ Crmoreaaive strenolh Water at Ratio - Bridqurg ■ISA be noraontol for 'IC series joists and cross type SURVEYORS • PLAW coodib'os before stsrtT voile: and the ■keer ArcM1iteet aM1oil Foot fc = 3,000 p.s.i. 0.53 conforming to SJI Specifications. LANDSCAPE ARCHITE rrl Eng / ells.............................. NI bridging stall be anchored to volts and beams when ' be immedaley notified. m writing, oto d�scropancws. . Slobs on Crade...................Pa = 3,500 s.i. 0,50 positively _ M• P• booms aro rogel to aceta unless; noted othefwis. In no rase shag dmennons no aakd from Pions, Sections, or Ag Exterior Walls & _ jp j • 717 THIRD AVENUE SOUTF OetoSa on the Structural D Jests and at connaefans stall be daggnod in accordance wails fbetwee Siteeark Conttcte...............Pe = 4.000 p.s.T. (Air bad and deflation criteria rodded Indud'n a dal bads ROCHESTER. MINNESOTA NI omissant and conflicts between the various elements of the entrained) 0.45 P 9 eaY a and/or tans shall be brought to the attention Nason Corcfil6n .............fe = 3,000 r. such as mechanical r ent bads and wad loads. Desi shay Sol lee ` of& and Spada$ g Masonry 9 D••, include brid trading,� ad shod as tied and after FAX S07 zsa an and resolved with the Engineer/ArehRect before proceeding rails 9mg� n9 during _ any lsork eco invdved. - Cement shay conform to ASTM C150, Type I. coatnation. Dmwags elan be submitted for approval prior to The Contractor shall determine the location of utlity services in - Rndy-mbc concrete shall be mixed and delivered in accordance with _ Urnin minotbntop and bottom chord Joist thickness - 1/8', I HEREBY CERTIFY THAT THIS the area to be excavated before beginning excavation. ASPM C94. SPECIFICATION OR REPORT No pipes, ducts, sinves, cions, etc., $hall be placed in slobs or — Cootrets voile eha0 conform to all requiremeats of ACI 301 (latest PREPARED BY ME OR UNDE DIRECT SUPERVISION AND T taro, nor Shan arty sWcturd member be cut for pipes, ducts, eta. edition) 'Specifications for Structural Concrete tar Buldifte, STEEL DECKING AM A DULY REGISTERED ARO M material and workmanship than conforn to the requirements of n t as modlad than Notes. DER THE LAWS OF THE CeP �' — Steal deekrgbe of the types oat gauges 'eldcated on the the following Codes (latest addion)): - Admixtures may be used with prior approval of the Engineer. prorings and than be installed in accordance with the • Uniform Bulking Code (UBC) Admixtures shill comply with ASTM C494 and be of a type that manufatureet recommendations, Minnesota State Building Code increases the workability of the concrete, but shay not be _ AN necessary accessary items such in closures, insulation cgpe, American Concrete Institute (ACI) considered to reduce the specified minimum cement content calcium YWAA JA • Concrete Reinforcing Steel Institute CRSI Manual of Standard , ( root sump recesses, etc., shah be galvanized, famished oat M ( e chloride *Iall net be used), Practice for lade & datm'In of an reinforcing) _ 1 Installed s required. B ( placing 9 9) Contractor shall submit rax designs for approval 14 days prior to Steel shall be fabricated of steel conform to ASTM A611. American habitats of Steel Construction (NSC) fabrication and Installation. An concrete mres than be — dakn9 'ng • American Welding Sodey (AWS) Standards for Welding as designed and certified by a materials testing laboratory. — Steel decking shall be painted with nandoctuies baked on rust modified by AIS.C. Spec. — No conduit placed In a concrete slob shall have an outside diameter Inhibitive paint Steel Joist Institute (SA) Specifications greater than t/3 the thickness of the slab. No conduit shall be — An welding shall be in confomanea with the kdaat edition of AWS Steel Deck Institute (SDI) 01.3 usinq � ESOXX or E70XX electrodes and shall be performed by embedded n r slob that a less than 3-1/Y Nidi. Except for certified t gouge welders experienced in waldm li ht gouge • Amarine iron & Steel institute (NSI) Cold—formed Steel local oHsb, minorum alar distance between conduits shill be C. E9h 99 g 9 9 Design Morwol Structural metol. CONCRETE MASONRY - Delver docking to lob site III from o9, grease, etc. W Concrete masonry want shall have o minorum 28 day compressre - Decking shall be installed continuous over three (3) spans. ..■rte Recesses, depressions, dmeason+, devotions, openings, equipment - Steel dock shop drawings shall be submitted for approval prior to ep strength of fm = 1500 V s.i. supports, and details shall be verified M refercnee to Concrete moson units shall be normal weight units conforming to Installation. Architectural, Mechanical, and Electrical Drawings. - - s larger than 17 In steel deck between structural members Opens gs, required but not shown, must be placed between structural ASTM C90, Grade N-1 . $hall Abe" 3x3x1/4 each tide connected to structural members. _ members. - Mortar shag be We 'A *SrF below grade, type ' above grade B2)) horizontal COL —FORMED STEEL FRAMING 153 Clow Temporary• Bracing conforming to /Sill C270. Fronde temporary lateral au for all walls where grads - linter No. 9 Tnm Type golvaNzed (" se varies on the two sides ung"permanent structural support joint reinforcing at ovary other joint (iG o.a maximum). - Design eases system is in place. - Whore no !acting or foundation wail b shown under a masonry wall, Fy = 40,000 p.s.i, unless noted • Provide temporary bracing for all building elements and floors under such rag shag include a thickened Nab. Fy = 33,000 p.aJ. for troika W components untie the structure is sufficiently complete to - Reinforced Concrete Block Walls - Oasiyn, manufaeturc. and instdbtioo of tight gauge, cold-formed r\WJ• • See Plans for location of reinforced rolls. sleet joists, parties, studs, and roil guts ahaAcontortn with the provide permanent bracing. • When one bar in a single core, in center mine noted 9 fie iciest enitbn of tat Cotd-Formed Steel Design Manual issued by the -_ otherwise. A51. DESIGN LIVE LOADS When two bars In a single core, place one near each face. - Structural right gauge dude, track, bridging, and aaessodes Q Roots =40 p.o.f. + anordriftirg in accordance • Fgl block core at vertical steel :ails 3000 pa.i. grouC sholl be a manufactured by •United States Gypsum Company (USG) or governing Bldg. Code rodded or nbrotad n place. Do not use permanent roinforo'vg an Engineer approved equal and be fabricated from steel a per ASTM Basic Yfmdkad =80 M.P.H. Exposure D • steel to consolidate concrete. A446 and govanized as per ASTM A525 and 0955 Class G60. W P° Wall construction shall not exceed heights of 4'-G before - NI welding shall be in conformance with AWS D13. placement of core grout unless cleanout Ades are provided at - Provide for possible vertical movement of Dacia and roof at Q ND the bottom of aoeh grout Pdt then a maximum Height of a -G rtA on r FOOiGS AFOUNDATIONS olls, doom & windows, Soy Bearing Design Value: • before placement of me grout, — Temporary broeug aM1aA be provided as required until erection is a • 1500 p.s.L on virgin San or compacted !al for facUngs. Vertical steel shall be continuous with 2•-3' tap at splices complete and safetysecured to structure. Bearing value to be verified in field by Soils Enginecr, unless noted.qW ( ' NI Site sal work shay be done under the dual observation of o All Block Wall LTntala: v Sags Engineer. • NI openings h concrete block ran not specifically Indicated SPECIAL INSPECTIONS_ J /y protect fowdaVon excavations from frost; do not place concrete to have other types of iintdt shall baro reinforced Nock _ mac— a'} 1 jntpec a nidi men the requirements of UBC Section 306. we■a on frozen ground. lintels a fellows: - Specht Iapder t shah: W V Foundation excavations shall be kept tree of loose material and Spans 6 to to 1 have 8' deep Betel deep • Be under thio supervision of o Profesel000l Engineer licensed standbg water ond *hog be checked and approved by the Sans Spans B -i' to 10'—d' to have 15 deep lintel blocks. In the Nate which this project Is located. Of beton the piacertren! of any concrete. 4 & E wide units to have 1-/5 BTM. • Observe the work assigned for conformance with approved W Wail footings an continuous poured concrete with continuous 8. 10, & 17 wide wits to have 2-/5 BTM. pnwxga and Specifications. L • When Intel is continuous over two openings with intermediate • famish ins ria to the Sneer, Architect oat w. reinforcing placed 3' dear of bottom and sides, pecan repo Eng Provide yy4 da. by at apBes and full craning by at amen oat • support, use 1-//5 top and t-/5 bottom, Buldmmgg Deportment. Discmgndes shah be brought to the intersections. NI Bleck Bntelt fo be filed illi 3.000 p.ai. concrete. Ira 1=1 As attention of the Contractor for correction; then, if • Extend all rintds a minimum of g M each edge of /e� xam _ - Unless otherwise noted, wag footings an centered under valla and concrete dg �t corrected, to Ne Engineer• kchBeet and Bw all V i column facings under columns. opening. Where lintel ban on concrete Dlook, fill two pa�me caxrreea of block minimum with concrete. Submt to the En ineer, Architect, and Building Department a „e Footm4s fa walls not Sated shag be 12' thick with a minimum • y 9 projection of 4 each side with 2-/5 contnuous. • If opening octan next to steel column, weld angle to column final report signed by a Professional Engineer licensed in the and rest Intl on Delle. Obtain angio Sas and veld state h which Nis project ts boated, stating that the work 8 REINFQ 2CING STEEL requirements from Engineer. was ifi mons and t ra the Depraved Drawings and • mar arcemst than be: ASTM A615, Grade 60 Specifications u�ntions and the applicable workrranehip provisions of W U Welded wire fabric slay meet ASTM A185. STEEL - Ins Nota: Minimum lop•spes cof reinforcing bare shag be as follows unless - Design Stress • Special Inspection is not a substitute for inspection by a • Fy = 36,000 p.sJ. (A36) for structural steel. Building Official noted othernse: g . Specially inspected work which Is Z Concrete: Clow B as defined in ACI 318-89. • Fy = 46,000 p.s.l. (A5DO Crode B) for structural tubing. installed or covered without the approval of the Building Masonry: 43 bar diameters M 2Y minimum. 0Fy 35,000 p.s.i. (153 type E Grade B) tar pipes. Official Is subject to removal or exposure. Vertical ban In maonry wails shall be accurately positioned at — Connections • Continuous inspection is always required during the Q n. the center of the rd4 unless otherwise noted, and stall be tied • Unless detailed otherwise, select standard AISC beam performance of the work wins specifically noted below, In position top and bottom and at intervals not exceeding 4'—G. connections to suprd one—half of total allowable uniform • Special Inspectors must be approved by the Building Department Reinforcing steel shall be provided with the following amounts of load shown In the Allowable Loads on Beams Tables, Ninth cover tar cast-in-place concrete unless noted otherwise: Edition, or for beam mcGOIa shorn an drarngo. to perform po ttyyppeas of inspection Cont *ported. O Concrete laced against earth................3' • It ts the sped" ndy of the Contractor to inform w P y • Nnimum loam connections shall not be smaller than these Special Iapector or ispedbn Agsoy at leash one working • Concrete surface (formed) exposed to rioted in Tables n and 11. Part 4 of the NSC Manual. day before performing any work event requires Special earth or weather. • Unless detailed otherwise, make connectins with E70XX Inspection. NI work performed without required Special ^s 6 through /18 bme,....................2' electrodes or bolted moth 3/4' A325 bolts n beming-type inspection Is subject to removal. bar oat emo0ar.......................1 -1/Y connections with threads In the shear plane (A325-N). Stirrups & Troa..............................1-1/Y NI reinforcing steel, ander bolts, dowels, and inserts shall be en y� secured in position with nn posy tonere before placing concrete or grout No Special Inspection is required. Sot's observations and testing Dowels between footings and walls shag be the some grade, Sae,and spacing as vertical wall reinforcing. is required as per spaRcation and these notes. PROJECT Contractor sholl submit reinforcing steel shop drawings for CONCRETE REINFORCING STEEL NUMBER 994 approval before fabrication and installation. - Verify placement of all reinforcing steel in concrete, Inspect COMPUTER Prior to closing forms aid before delivery of concrete - continuous FRE 9949AA13 inspection not required. MASON placement of (enforcing steel prior to placement of grout - DATE B-m! continuous inspection is not required. DRAWN BY WELDI Orapproved welding of structural steel (except wNdmg done in an CHECKED BY approved fabricators shop) - continuous inspection not required. HIGH STRENGTH BOLTING REVISIONS v - Verify high strength bolted connected elements have been brought into snug contact - continuous inspection not required. SHUT NUMBER A1 : SPECIFICATIONS INDEX TO SPECRiCADONS SECT" 00700 - SUPPLENEMAE GENERAL CONDITIONS 7.3 Conztraci Mese I)MO00eM 11.11.4 Add the foloarl las N ve rust sMterce of W paragraph change the wads •_ we W.ance for Appra en or W itavwco f the Onar am Me Archtacl Brod not Carl w tafe.a ar DMSiON 0 - CONTRACT CONDITIONS PART 1 - GENERAL aerneM ora grafi, to rA ' _ an awwatce for aredave ed prol in ecmrean<e dreaeose the or (rhe Contrecbr. Tres Mora. A bchlect M hat n air wry won the sdMut set forth Cool n paragraph 72 r. financial mune Me W Fri of Fvvatce spec9'ied hwwm are Nfifent or 0021 - Sae A S+bwfae Eaperaoon 1.01 Sl dMuate M protect We Cont`ro tol wt are mesh msyeixmaaa. 00500 - Centrnet Fame, AA Do<arents 736 (liter W parogrcolm adeno W Mhparwrwhs 1 through S and A n Nei (Noce W OM6w - Cela CanaCoro to W Contract A Tl 'Snpp'vhentm Genera Gamitians' cwa4n aonges ed atlas to WAN Genual schotSa m a[aN %Doe to paragropn ] ]22 tl 11.5 Md Ino fma.sq. OOIl - Suppemahkl Goners ConGrnrts Cor:abo�u. AuneeaM uattae of HCRIecw' Donenanl A2N, Genera Cav66ons to W YAG G Y Caratneat rex CMstruchan' 1961, 14M Eion when Cry Part of the M •Genera Acute 6 fortis Prror to start of work on he project, Me CartrMtor shoo fa• two <edY ates of DNR10N 1 - GENERAL REOIRREYENTS Conations' a taoafed or worked by the moenam Co�aa Me extracted pratsenz ;lM brine by W nn..er ad eo cawed Cal of m inwn„ce Faun th W«t These arl n whkh rex m06f tuns a• rmet wit be hated ea w e 2 Progress A Capin Me A+N2«t TM ManitM so rw:ar m «dCcaea and pa�vtea fa eamp6ax• - 01010 Swaney of Wtik Change Requni 0111 _ SuMmTtob and Repmh Tae CM %Peat liana A fie aro apt of each Cori opo poky 1h W Omer. 62.1 Ada tete /afowrg: The Co prof ala Cobran at Wei esti a f PakY /r O.nefa od 0 M _ PraRat war gar Ats '�raa GC io n A 6 ppaa a tom Gnd r AmhTe a Contingent Wail nuCO L BY 01200 - 9emyes A 9rop ferMiss secUrra at .M. a 2x.1 i%ak atm Die ft , noon as be exp tetras Me that wh after a Me a ArcMT«rex 01x50 - Testing tewremry Semcea ibtice to PMCaea, am elm w expial to W bee aQ.Mtow a W Omer 11,14 Add W fma.oig. 01255 - UAC. Steel topsetons MrcM Mmoors am portal Met ers oases create W sono fwunbaM err<4s A 01300 - Teripvay rea'Zt'en paragraphs a the M wCemd Candtivel Ted wets fats revisions to be mesa. Pixel Si Add W fmowwg: The C Mwwr anal take such steps n May as necnmry W will lever Coal to 01400 - Ceariing Up rehash M rn th Nan we no Corresponding Menten in the AA 'Ceneros Canaeans wakens sp«ml A claim tram peaar to Use project. 01430 _ optical am em'mtCmr® Dow hes pa¢grapns t0 be added as son as W powl in the text a the Ab5 'GaaMl CMarota e231 corporal Tme: ASSOCIATES 01500 prowl boseout daclh Noy an to occupy- 112 owner lea3ty balance . 011 - Social and Praecoan The CwrpeCam brat alt to covkwed W Monsoon asiona. growl W prwnsa 01630 - finaliblutiaa r 1.02 illStOaS TO GO6.W1 COrAt)(0i pal a Coapol at an target Cate ere separate Contractor am o ha/h112.1 Ada Uro fool ate°° - T""rm° peaA $W`man F°m,at Al 1: Gwal Pra.�anz +"to"is i gnaw and ala] work°onama t°`°`�°i l �a«w3I be cona; netee wouen '°t caara Contractor ohm pral 'an<ra prottal t,abaa. sane prate as staeea ENGINEERS • ARCHITECTS DIVISION 2 - SIEWGRK 11the camel tram: n Ar9ma it t.t_ 1 Charge twee Contents rad a. rmaxs SURVEYORS PLANNERS 021M - cial Ne Ste All 9: Coaxial A Corept el 11 3 Property bo vane LANDSCAPE ARCHITECTS axzl - Eartnsark 11.1 The em4«t axum<aa Call a the o9r<ement between Omc aW Contractor 02310 - Exterior Caorete anevnRer the aV.!xMw l), commons of Ue overall (9ercrot, oM 93 APDOed6vi /a Payment 11 3.1 oda Ne finerl 026to - Bmn:was paring other <anmbowa). Pertormwnce eats a "waaw Payment ea,dp(requital In 717 THIRD AVENUE SOUTHEAST 02WO - toms and fowl the control etwehenw). C.a.lmgs, speehool wl e¢xnaa :sand pror to traanwn a 93.1 Nue fad sentence change Me nunber of Gaya to ral offfeen a war of 'Wr . Cortical shm praiaa 'A�Rww properly NMvance entail an <ompeated ack+e ROCHEST'ERe MINNESOTA $5904 Ne agreement m mote ibns uenw 'aa,ed arta treat a the rgremwtt other reparvar Ilam fa Me M Caval vain a Me Carl Sian wamue anal w In a 507 366-6464 DIVISION 3 - CONCRETE rcwranc. fired r W Wastrel am the pill mala 95 owasrts to rothi cwtH;wsw terminal r contemn arri aizn owner hon no reasovee Carol FAX $07-2E114OSS ell - Ceareta Fam.at foto] 1M project Maxwell - deMle A tubabbne W Iadowra 9s.1 Add W fmwng N inaaartnago Mdrfitd In , 13.11 won w&tad N prby Conb«tar. H Owl doctoredwzl - Crrxew Rsadoroemel a doctored byUo Tmws f the contractor to maintain acre wuuMe A we rarity 01100 - Coat-n-Pace pamrete 117 Me dnproject roomed a the brw:d whirr• for W Cart «canPOrMM the Cru( A 9518 Ill dem eta to ill sat'afnci a idence of Mora t d state A Ne Ml Ne Cadre or ala Des m rainiva w costs Property aticanne t NeralWderal 1 1RREBY CE0.7ffY THAT THIS PIAN DIVISION 4 - WSONR9 1. AA.atdahent or kilo[n to ed d o bk . 98 Parnell 113'1'4 Md Ot° 1°n°e'tg PREPARED BY OR REPORT WAY Oates - aster ( ) hagr<aa aymct DIRECTESUPERVMISIONRANUNDER ETHAT 1 M oak atone off the ate r n lrw l ams w menet A atrMd n Man a err that N200 - wast lawny 2. Wddrr4 raavemenw A nstM tel to bdeera (d Cpprsame). 91 Add W foanning: Control a earl carol to mistaken or Carl matt«ea. AM A Di RE(3STFRm ARCHITECT DiVIS1ON 5 - YETALS r-. 1 serp< ram: 9 61.1 haw over Cat make aur pa axial to W Nnwcwr Cal an Me ewe a 11.4 Pedo real Bona A portant arta UNDER THE LAWS OF THE STATE Complam work A rtMerial aced On W ala exp W W Cate a the app[Arron fa E(�g�t NNf$ waw - Stratum Yams 4. Co ares a the arrtncl Pgnunt U rull by Me M<nA t. Ne Caanaa ohm Canal nsSpb w other 11.411 Dtlete the paragraph and add 1M WOW" w Its pawtt: '�{ ih 0521 - wetol .buts )auawn imicaMg po<rrtents for manuim A Mr am payments ba ImwMrwbn. 05310 - Ham Roof Dec" 5 Spe6frcalrona CnWel genera rCWrtemmis). App4e on for porri sl6 0< a+txxwi w b*sao an Al Dowmeat 0702 The ConbacW arm p uncial aM wil w Uo Owner. l kwr than "a a �! ONl - ttqaNN all Slriall fronting aha C702.1 or srrow forms. before Ne 25h day a emh month Pwament CIi to Coal a W Control C 'Pafr eons Ito t It toss all 100 11883 - 5-09 05500 - s6xeeoneous Yefma 3 Staaal smod.lea, "aft (a oppkcabto) Mose by the Over on or before the TON day of Cath Menu procil the 'pp+caEan perea t a W contact tom w aewnty it W fmUM performao< M W Cantracl. a The st mats.. School Wall Mal a Me proket invol trail �paj� racelvad by 11 Arrhlect an a bean Ur 25th day of 1M prniovz lla CanHocla W9 arse fraction o •tabor oM watecim PMmal Bwna N an wren NUMEER DIVISION 6 - WOOD AND PLASTICS alAords. awtAea A wtandra dam. remwg to .oh tam w W haw Mt his than Ito pattern of the awnta<t ton as a«vAy far w poyMnart a m pinata rrin9a A we leash made a pad a W dra jar f. perlol wb« and/or furriMing m cued in Moral wan No cwtract Sandy 066110000 - Ginn tis am the /dowing.e`re`I�enttr bterpntaCon - 9A1 2 N mating pry loYteMs W Vo eenb«ta, to percent of W amdunta Cu wFN be sora be a company fceved w total Clearness at the p!a<a of DaYvg it" sl9 be On retained ril ]S pentnt a W eantnct amowl Ma beat Chad and ttAral After Tama fwriahed or appOced by W Osler Me Cara owns 9sOrartea W Cantrachu Uu ams. Me applications for payment we w Pain In two, %den n W apudas a Me eat CaCsfactaNy perform each A Crary part a W centrad, inserting m guarantee DIVISION 7 - THERIML AND YOtMRE PROTECTION 152 The ape visnaswe .Lawn In mmeawa or shat farm tape as n h ' tmele itatil N• Pafamante of We Me is ret N a«adl ae .IN W Controlaocwrenta. « l soe. arm mar fa m ay ata ions avocations va to W Central aflat pratae eMteze. Orrwason of wad% a pMaea suth m 'W Cwntraclr U . 'o aattq to R annowl ratakm sol to reta'atMhop Mm Parnell Parnell u mane. for extension a activated brae try red of sal changes Cees wonoxi by W 071W - W piaoM. 'a' an 'Ihn. ons 'Or ore kde twill OmltM Cols A prone9 (owner at rale Of sad drupe, wM prose Met ha Mtic a ofaeaod dwno , 0721 - bsuMCa't w wpp4ed by Weems be W tares mama as Nay arm when a *rate amus W 9a Substotbt Cnrpktmc dival mail r vessel to W cull toed be given by W Metal to avety 07210 - Edaor hwbtiM am ratmm System dearngs Wols 'so9', •son all 'wlw a' are wPPkd by Wa where (:) 'a otpaM - totaopra l a likel ill " Materials, eeuttrM hwiadntnvt A senItesre • their nal that fxrr�xg gareC fa a < 12.a m leer. 98S Dekte W paagnpn and add Ne fall n now pWcc 07ArCtb N+cwvrg aid Cenectlon a NM 07900 - Caulking A Sawbnts motion At Me Cain Of �W <vmpetiork W ArW2ed aoy, it =we" hna W DIVISION 8 - DOOR$ WINDOWS AND CLASS 15.3 The est of Me eohmraarh drutanW a n W r been max r t e ll wrect wok. A the can comer of wring•. elle G cal ate a Ho Cltyn Required prae dbwnq u9u<nca a owell aratic " to WeWn Mail the retriatidl Met a eaipMtug rocklaring a ltiraw- ig etalR: of Arl 11 ifiscedrneaa pro,'awo Will - ibWw Iiia awl A rroenea i Mdema A rtlaat tan w W drorngs. tpeaf=tions base prowearl owes wok Minimal to be Convicted. 03140 - Ataens Porek W algia anxmairnatmn a«wrenta. No Charge Rsfilred Will - orris m irdow d mat rmrtef 910 rra Campaln tom Foot Paamam 087M - Orae-exp w'Ww 2. Shedd Here be r comae earl W spm wen, On b W peri ata m between W MY.tb tar. T<miltion or Sipa sat d W Cenbact w700 - Fvssn fwdsort proxi tiara and ew rwnas• W MlvteN Cin el a ChM sOpmaEon 3 9102 All 4x fdosNg: OBwO - rhos w '-pPn garde W pen 9utoaa6on oM lea/rw Ett+airt am be femL NO Ctarye R<quered Wi650 - CMss OMd (Cwxgwg 9.1321 Ill pasmcn si l to due W dMv after «chat Of m reguiee Iwitiv G, after a N W event Nat mM collets are rat reported or wch c1�stal acnDa f W buodug by W Omer, prorvaed Me work be Nen hay completed DIVISION 9 - FiNGHES interpretative; r sell re rot glue W Most sbngel (r wed coi ant the<anhaat Ill pertrnee DMSION 1 - GENERAL REWtRENEHTS travel f clan mm be fomeal MMsa oWrwiia wrc<d it writing .Inn o92so - ttpsun Mn-al A Fn.tvy kyle W Arlt«t A oma. 9 12 Or m CorkPalormad for a .dn MmnM ben aM stale a vkwaaoba and pomxol w SECTION 01010 - SUUMARY OF WORK filo - Acouflic C"ll rite g0avarerw sola an MxMor. W final Mystics. relaea arm w be Idvr nth o nal - Call 3 eonwaNlar A won naKan Coal or oted on e contract mcwtent and raCompleted pleted ata fully ea<wlea Comet an for obtari fns atom of Ir Can am DIVISION 10 - SPECIAL71ES %l.Or �c a�tve on so n�saner eoaenent snm be pro.wa W tome n 9 Chown ial tnintia em(ra�gIl �I Thisa��wstCa t e t Mrkatawa a PART 1 - GENERAL ._ 11.01 GFfIOCLL Q IN55 _ I Oepaltrturl Key Bra 4 In W dril W precedent son be doxiigs of Carper acme ler Vase a 9.102.3 Tdxrn hdl'ap A/or act crditwig Or other systema are not pal Nto Marutian at Al Each am exe7 speaanGan Sol a CaM by W tgneremenw of 0lxi n 0 - 64itg A o nwtv o INIO - Exterior wad SignsSignsvomer ata. f fmnsons aw arJed drawldrawlra nal Material bra a a«upanry w rem Cvnpktion of W won. Man may be wRnlala aW Wm Contract aegar<t<ntz Mil - Gmerm Reaurement arA StationN800 - Tacnt«a 104M - IllwOm-vete Engrmed Sl owr gropnc Irl l aysmu hal operated M W sorwa on of W Anes a l The Clinical annow l anon Spesfca:an Formol 10520 _ F EaCngaabero am Call ===` S parent a Me cost of wU system% as xierrved by W Cast 10800 - To9.t Mceaacnea A2Ne 2 owner brmkdown M.b�wttal_ Tn0 guaentee Period for arch ayaae sol hat Oornrnan<e l 1.02 Cflt�RU. OESCRPfD!1 O THE w0e71t arta AMlaal apvroww A The Idbwug a a. 9e0aa exemption of W Con rwviee for W Dadkg Caatmction am ate ui DIVISION ii - EOUIPYENT 211.1 Ada Me fmow;iii won fa the project ramal an W we pol heranaaer speaeeet am sewn an W snags. Q Artitl< 10. Prdecl'm of Persons A Property 1. Unless oNeniae apeefied, W Caffoeva war hippy tuber, 4aspOM1Otiwk mawriaM, This Divifron Not Mail 211 The Moral reproseril Wee otherwise Stated son be W ArU Rat apparel fest• <nuyy, Eget acaHmMq and lads "Cartel We W Mil prier aW t0.2a1 Contractor shm mantan eat down am prose acceplaae awways from bi'k'ing or Misting Ii Micas an of hu/her work A shod Instal merlon Me remora as efapmenl of DIVISION 12 - FURNISHINGS JkMerre 3' Canbecmr buMng Toar W sMl'wn Murry be Do rol bbek r lair now awn. pexaOM, egrexa from %rola. W mnNicavon one arae utersh a Sans. aha be responaLa for W Sofa proper and Keep a way% through truth Uel of m arift Car l of to ancient acadans in esu Of Call constructionto . montenrnca am e a same A sol canstrucl n Me bed am mail ■ Tia t5risrn Net Used 31 Ill a <wtnN doevnents ad Tek evWLans by Cmbactr •rnerall wess fret existing "ns. .orkxeril manil a compete project kwaini er icturl property news tel Morale Ocm V ■VT` sown on Me pill n rm speabaa n reveal imMaterial traal n DIVISION 13 - SPECIAL CONSTRUCTION 3 z.4 Aad W roao.Ing. Adore 11: wara< naeardove .an W wesnlnrt awman>_ N e TCC. J Rrh�RR 2. pitow n al .dawl Ca Pamd faras des9n/ot2C nal. See W0.0I This D'nisron Hot USM an an Rodswepan cur Cebeen Cmwtngan s e specittians r m t Moons. W 11.1 COntaxMil toba3y Nsaas<. WIDER Tf6 CONTRA T. We Sol 01010 Of W sPeN IM60ce. Control III c:onsm CM W ArWt«t Is will brae to Nat con«hay Man ba 6 Contract (inn,, DIVISION 14 - CONVEYING DEVICES mode womect Malaysia W evil or n.otFrg material externa_ 111 2 all W porcianPh A add W fonoweg in ke place 1. The Central Ii of 11th wokct aexfined D W real Into InCrotM an W W ! w M1v.itga �vxa <onsUucCon dM is ted OMeril vW, Thais oa4mn Not Dad 33 Cana^tY ,l w,eae:a regtlyd M wotara4nOPn , ,•1 I WA Cis mTten fa It loon Uwt oM 2 Wan rNar<d an puCGn propvlY �uU n aa•wa= civil 911 atdtin. bdsaal 1ngt, a waxy ref�:rd iy law r ea art tots wow. wuMew cO.avq. M peter and an« w,pa grana wdaatd son he paalaM aha evil .,tun Me DM510N 15 - LIECHAN1CAi 352 Ade W femang. Ca+aeg= .nefnr .slat an on oaewMne. a esams mode win. mm be mw,lated troy wean. W The CantrocW Cos further warranl. arxinnt s that W trawim A Mistral of (haat Wertupran /row date a camennmel of W wM hwil W date a fool 10 IAl our waft 15000 - wotwrseCl W work pafrmal under trs/ha central shM be a Me tghest aiONY n poymert a termnabon of vy <o.eroga requg<d to De mGWaned aRa fire A Contractor sant on nedany upon eftivi project std for purpose of be9'nneg wall bele frrmanw ran W Control Marshall w and rCOnd M la ex eet acracks good Cdefeparm«L m galea formal poop A eke Lunn actioa n as necessary w pMMt (her destnm ctk Jay DNISION 16 - ELECTRICAL lel awe W adrmty Coal A lea Or improper use or cat which may denial Cahn Ca hif/wr Own eat ad M respa ial rex m Into, baronial and mwwrahenw of wadag• rc yea Ma W Orale a suwtantml cotpletion or weeptace. talks elm be w imam. A Carl regurN company Carrying Me grading, pa.vg, util and other Cork "boded by him/her oder We Control He/Ne mat 7 MMsnel E=on:: tiobsgh aokerwa Almay Dr ouboaaed we financial proper p<caaln w keret'• Eaves aim an arwn9a before oat Carl am sex 16000 - EMNrtW 16 ran o Meet= havaran coaog< Minted In SuPWvrcnlm CorAtweo sate not rare be hoop respensote for wry era Moulting from wool fobua w nvcaee Minh Precaution � O Urtr or he war<wae Company fMm the rezpaoa ;Nty a pp O��bxxq 1 N 10l IMDER THIS COfrfRACI 36.1.1 Md W faPowl nwnte Consul nacwted n W gMeM avail use" wec.taway detem. A sol a unser Ora orpmatd Man aaefid Cadral wt«h ohm laiude as phases a work with Ne General CMtnNor. W Prwa Canfracwl flutes tom Warm Wmurloo a tax moa. regasahanf, nterpntolns A that wakmera Cartpetso n sandal t. oeagn/a� Cars: V appgCatiwn to Mise pill Emphrer's LiaWTly: l $100,000 a Ndudd n W Carl of W prima wDcanW<ton Is Me tesoon 3Tty (Nts DMSION 0 - CON COfLIXfI0N5 A 17 Perm. Fen A lbtess Gvell UwW. � respecuxe)� oral (whi ema,ba wv�6rafornowull ad Ifollo1huninarat « rise 3.75 Ada We Imee'ug. Ral b E�gr<M�cauhen<a te 250 won ' gn3Wt rot Emtd to Omef Renu 6te0 psrrra on W following PlsCs of W W SECTION 00200 - SITE AND SUBSURFACE EXPLORATION: Add as per attlhed Sopa Report The r.yv;remenn of "Mpepna oda 3.7 total Fen red Noucea aro net reel W Ml i Htnwg, wntia A .v eons. rl Conbmir or W respan0 far earcirl s spaattians H Ne refulraranrs pro" owl ECM OCaveence 111,000 To Praeabn Spittal Cava twee a gonvi q awl as reau'atav ffOwARMS Aggregate TIMoo0 H. Oatrka (vCuawg <onent fa Isepnota+.) Rte) PANT 1 - GENERAL &od ram) b. These reganed w,dfot son be feadrea hM„eawlat ata wad of ctnerocl to L Artil r. Arr:,sswl'lan a W Contract - eottento W dow Ate n«esmy fora Oil war A as farrow exp as subneltms lAl SM at)UN loo Change Related Peresol N)uq Each Person 250,000 rer1uM fa W subs m esuanca of a butdsg ar Y. A The son itestigotal reped on Me Mae shil w premed by W Over, A9grea to 04,000 C. Me Wrath of tone heeded w develop Me" rwuied s ttae aim be w6Adeel n Me - a Tau report a obtsnd for Me omafs tae des$m A a net pat of the Control Midis 5: Subeantroctore Mentor of Cotridwr days rehired to eortpkto W pal«t d«analy The rel and bg of wMgs a any for W Can4oebafa nformal Me is Canprenensae "wenewM tubi it R «qu'ved suoxrvttars CIM Oho PfOYICa for .and tncrporob sial d<rna A rut a w t of wbsuRwe Catabons. 52 Award a wbcam«w A other Control /a partions of W Cwk torroorrol unacaM an W ArNtecbl arOw"09s. W sa ematro tartngs wdxold for b. A Copy of the repot a aalaNe to mcliro w Covell office 6oab bjury ECM P<nw {250,000 erdm bode od be n wevidaraa wdh W requemaw of W speafoeean for path Mae 523 Aff W fersowg at Max end a pa�gropis 523- Each Occvrenan SSw.000 haw wWM PERrOA® UNDER §Elik E CONtRACf PART 2 - PRODUCTS No Increase n W eontrod Men snm he aawd for any atAaoMion for a MDemtractar, A Kemo or onto mad NtG are It trail In Me contract Prairie reeessary provlsOv In Ne _ Mai by W Owner or Archlect. Chas it ton be testail shown Met W Cignal Properly ormal Each Ocwrrowl 11100.000 still OF W prored W poll pops nstoaation of NIC Rema or wok 2.01 A. Topton Natural fres Me p�"tr�Rktpnpos`d by W Contractor "a incopaDte of pMormng W wok relContractor al peWse A rn*+Aar a Mewl tont of Lintel 6 wdudn9 sol at oder separate cabacte,tentin �MfrxwwsCppy to everyom working a W pill OldA C The Owner Maarttn Me right W 1st Capitol Motmcts Ia eat rat nail n Nesa carnets � PART 3 - EXECUTION bCNe 6 Canmructron by Ni r by Separate Colrocton I (Umbesa Excess Labady) QraM+eenR Ern OeMaMmv112000,000 1l CWRwNTON 341 @6PEI 613 Me W fmosirq: Aggregate 112.000.000 A Contra CMb«la Canaan Monorail a Me pro�'ea at m Crial A a Me Cbowr shade r t W ate A OCfiol^t Maer/Iarsm Can m "1" Conations 61 31 CO "a - subparagraph 31.3 docs ll mirl Contractor a W mrat 6 AE Contsoclors lira w-0canwlon Cowanate soh wan awn and woparote W fC@Raw Changes n W east a W each Me to Motorboat wdAaas ennulteral Caen feta responsibility load other Catxttia am Mail Carl m polled 'n paragraph 62 W-nsurl Matbn (edultx) adady progress of wars, PMrm m Cao n Props seluence eRh other Contractors. Jar substantial five W bats report, smm be ad}alM Ii Mane Moro twinerm ro extra; N hat be mane tan: E10,10 Cook M Met a where n attodonce with rowega A slne<if Lana. carpaown CW be green lar conifil s whucn tel be 1pated fMm Ne hid 62 ydd W froom' �q Cahactr arm pi ad radian K-C-U wverwe C- Nrange work ad Qepme of matefww n a mower Na C8 not Interface w W work od imndgetsvr_ 82.1.1 1M Catmctr sea melee orery clot( to twaperow A emrSmte nu/w wwk wits storage of mulches Or eats CmWNOM ARow m aha trades nasomae opporrovi w am I i", B. kill of W Cana report. son ret aerie to Intel W Contractor tfy trial Max responsra for wal of other prima Contractee A W work of W oasts other Coaratan a w haw Omer, Axiaect and arglveniw ad Conrad as ea-wuels by W ton this soh ad see Mal Call Ne Te, compaag wnalaons U W retard of nac69oraa. CIA : 4 godatienai Confuter fahaet ca at" ouwao. t Of Geta by Me Cata ren aaelwro • ts taand Infernal to other CM actfar My •pcordon refired for deal and deafor Ihemseh<s. W Meatier ateria er a MW we ercornnte.ed i :mu6rg Aetlera 7: Change In W Wok nataaaGvh of lark n emmjuncbtn wah ollr Contralori hike ad pay mr orry maationa groom water Cahawv AddCvwl Prwisam. Me repairs nates Tata by Woure W aro notify affected GrtraNOre 72 Charge Oaten E fired Ceaaons as to Me rgnl-a-CCqay m balm of dater i fauraa lad show Hans In SECTION 00500 - CONTRACT FORKS 1 Al po%c;n son hate 30 drys notice W jaggy Call Associates n the Carl Chi be mode by Me MUe'tect et prramongM inti Material with 03 CMtodon PROJECT 722 Desto am ora W Wool in is pre. a or wnC*5xl or Charge. peal NUMBER 31 A MaDt-CONTRAl AGRE91i (ea(i Foal) Iisonal nal W determine oapvstmeMw to W armor atm sM not exceed W - 107 wrals NO 11E1[t00S 1. The Al Stanford Form Orwnanw N be thud as W oaeament (Control will babcen feel Moral Clash ohm C:a an appfwme to pagropw 733 and 736 2 Pill Mae paiae Centra l Sol In wCordowl with contract A Mia" and mebaea of Cansnvction shot be such as W CMbeetor may choose, incl COMPUTER Oona are coa.Gar, Mol to Me Arel light w Mjeat .real am malas p optiM wail FRE 394TA5PIDUKa Al A101_ 1987 E iron - Stpwl San 1 The Maxwell for o vhmd and poor Carnb'l raided in W baton wet to W 3. A raw a suMogati n CMN be prrt lded by W inuaw wrtzr In i. Cwetime a mraN to Me Ctrl "jean Or pnpel a car of Me Chars forma ars an hes at Ne oft of W Architect for nwromal Owner, fawn of Yog9y Crory Aut ton 2 War rol pradw ranched ark in accoraw<e wan teems a W orwar . a 84 11010 a For the Contril for wars pedvmM by M/ner ora form, tom not 4. SMA Mail awned. wan-orad rA NMC aelill 6 haw �t b`repbc`tryn to widd atifil muds of o Control ihil tai be Mistrial or Interpreted w DATE 5.09-94 m 1. BIO Sam. Ahs NaCnenl A310• Fetal 1979 Eiian, or "then chick. stud IS percent d Me Cast. acceptance of Control of rtava am rreNax by W lrthneef. a. Copy a W Ceara eat form e on 2e at W office a W hunt t _ 5. ProMe same muir iu n Ill fa action wb3b A property damwe C The MNaect's Opprren or fa vis to aeneo right m reject means and Methods sail net D For Mth eubwntroclar hall wart performed by ha/for ora roma, nsrance eh<n Canbwtor, arch-wntrocwe or their etplge<a au this rese.e Me Cantreetar ON obril to Context W eon twisted by Me wntM DRAWN BY 500 DLF C Pf:FNRWJICE cera ANO W1R AIL) 101101 11014) was It ex 15 poll or the cost awn. non-owed or hind avaaa n the wmtron of 1ibums%. D. Teta nsponfoa g• for Canfrd of m Nimes A rineol Ea Can Me Cwtinator W m ors 1. Performance Sam A Wow and waledm (Tara. All Doc%o ent Mil. Foveal 19M Edaiou for which w/ane a costal A perfoemates bem tax prime wlndoa arm w by Me Oma. R rano be n Me a For W Canute, for sort perfomN by he/!ar nota^ratan. ohm not 6. Corwin a tactual mut be Ml 1.08 CUfOtXI ANO PATCtatO U� t a 100 pacea of the cartel amoat am the prod Cast that be POA by W excel 10 percent a W wril Chi Ne eibconbaNv. A H, n rxr to instal ay Rams shown r �0. cutting n or aemmbw L requited M CHECKED BY Contra lor. 11.1.3 Debla W Integral and dd W Warr" n ti pinta tucrm• with Outing and dwrool short be kept Is o mvsnun, perval n o sal w. a COPT' w We thaw Tam Is an fire at W of/ale a Me /rri far neference 2 'Cost son be Inmd to W fowoxi Cost of rlhal rcbdrg sots W CadrharAts Mena A sham to pot<hd beck Compete W month W apnow wnancda. ren col d del wit of moor, I abxn9 Soot Seciscop W age Md Wort mm It Cbl as nsuence r xhil ms been obtand am appeoad 8 lnsess speCili nE atel otherwise, eats Contactor son be nape TL Ir his/her, own REVISIONS SECTION 00600 - GENERAL CONDITIONS TO THE CONTRACT urcmtwym.nt wWace (labor cost tray ixwee a pro rata state a fonemona by W Omer. `Me wewnwaor shoo wmtave .«k ata m Inswane we Men so wtt'vg and pa tNI lira way n cafe on Will of Bawl cera a grated M oaowt'a Me Coheres am metal or Cavarage wormld roma W conical Moor e, Ao 109 Al TO PROhECT REVIBIt7N6 AS PER chalga). werkmnY Compsvown waranco, retail wants of para lone am transition rMalraC Nm w msnnlanva during W He of W wntoN dna CIM CarlA Colmelr sM Cxerasi• taro CrucialDana w W pMAct Ir my pvtoze as Mma9e to eve, PMT 1 - GENERAL wvyxn<ntg Igeaaon that mlxroms ere afforded awr Me Perri a t be Metal or owto Coag, amen. tworip l otmgs, ownr eany suer Tw wall or mprovemenl mea be ADDENDUM DATE 5-$5-94 pre cora at Mas m days Par written cal 9 W has been al to W owner. Cary repakd Mott to north existing Commn Owmeao 1.01 GENERAL 1 ' n waca Mabee W /oeovng cam pearl MoOMtun, r W faegrtig baaance c C3 are rexhi d nonan n w farce agar fns ri anpCnntenesnca. Loges at bmelentive, settbnen W forks, artl twea, poynat and are ROSonal Civil M additional ceriKkato tum xxnp _ A AN Drunent A2N _ 'Carats CMfsa& of Me Cantrvct far Const action 14th Caan.l 1987 neowl genal office expense ad m otser expense hal Cmiel n 'Coat, inua0on of ouch caerore shoo be Mal CIh W fro Appireotion fa e6tion published Illy the hrcncon wkUAs of Axntecw. eveaoRer nfenes to Cs W 'NA Poyanenf as twang by p of1 h 9. 0Informal CoMerrn ng Mctan of at Genal Conditions or Me Genera Cmmt6ona shin he Covldad an ntegrol pat a Uu 4, N W net who Of 0 Mage Meats n G <rei from Ue ConUoclar a pvwnge shod be !sashed by Me Contacla Scut reasonable wrrptoess n spe'dttion Me same as H brim been Copies are amTaEle at AreRtecl's of upon refuel Mcontral Me waist gven tlO be W halt wort Carol a xhwxd o P!al eeevdaas Can W Cabaelofa nternal A Diet. gby Contractor, The cost as used etch ahoy ilei m Rema of bwr• ootaas am eaiIpmenw to Cvw 007M "Sup < 1. Note that Solan pemela canal fl i eaten modlxaeons Miles WEST NUMBER phdd 'GMerm Corel A raeraves of goal 00600 are m Woe printed shots. 2 lMe/ ere Suppwmentai Genera CMdrbens all appy to to drill 1 lbor seclikil of worth w that Ofirl 1 - GEnERIt REOIJSOElM <rt�s n apeafie vivial n SPEC 1 raafln to W bea< rs9�emala of W caner CMore;MMs CONTINUED A OR SHEETS _ • MU y . • • • , • 7 . . . SECTION 011800 - WFATHENSFRIPPWG F. Gypsum PoaG PART 2 - PRODUCTSabul p ( } 1. AM SCi ppy gypsum vet with levy di�mensom asse m ffanmemt ry u; ah tig coma i dear framing number rang Appy gypam ming bard sAt qng awmrmaam 201 wTERus `'. ± . . PARE 1 - GENERAL ame•� err to kamng members. the boomers a m"Rern procceni lergw be mi®ae A Kwacopped leak Srpc tmrudmlav Lyb slime know Faun Pemie : ad 'pmts Neat' fit Om snigger ear p b. Pi«a Taints on opposite steer N pM'1ms an f. Man&mpped Parking 3:911 mounted on hood pals funlaNN umberSaEm 06200. fee proteciien spwi w Mlun Uuwgnmet, wi rooftop bats al`a6 Ge aibi m va;de .. ILI SI Ili adrer¢nt Stals ccor&ate. as ton of making far eroy 600 agm+e feat of limr dee. Cre 6fluser Ni be Frei far seen tet of coaSng.f' + A Yeatlertesi a a hose. costa !acre- 2. Sf ace former raatwrs tr as at each support is field a Ua lecom mm W ac at m 2 it w 16. .06.1 vete Image ad plea basad eneral faein an ftendad v 1- 71m dark as per Ne'e Smtion 088W eras be pr¢'%kaws era pal a Ue von berm Section ohuttIng edges (stagger adjacent 6 spoea+ga). . m '•8armse Free Ra`teSW'v� oM reah 'VWck 0 Rgaref and also Win rma B. Preside infrriawl mer ices e�dudnq .acv rrmtert cod varday, seav ttmaecGons to each in&reduai 06]00. 3. Saari Powr-Govan aim an electric saw deo- m Fri a fight dapinn a baso. ten Up m 1200 F far Vickta . tenant spats ( Wla Soo" 'A, Retail Space 'V, Retml Spam •C) AYa Previte w rtoucr seely to be barb 2. InIna . I erg tnlCaaka sob n a fees Ow ,of tardainq. surface a Hee board. OD set @in atmpa closer Nan 3/K m d9:a am suss on .e4peard. in Remi Space 'A• on ver a" Gm ICn: 1 just arta a asps bdaar location lmn lucl mon rd Some Mateo tA2 SUBu(fWS.S�e smese (Caaxet) slop'. 4. li parmay = spacing h accord veXh M recammmWOms far m "pfwliaa et fie-reiN PARE 3 - EXECUTION ohm broach off fee mem Muse meter. • •• t A Preselect auto mi a Tcp� and Fina+g fs301 NSTAILAWN ` t- Iso joker and fn'¢lurq compounds Fer rtamr!«bcera Greclam- A mstall Sign it kcations 'buttoned an the deraim s ona/r by the A act (�/�■ /, ■ PARE 2 - PRODUCTS 2. SentCwt cement mm pmb win in Ism aeMA am bay a she ba wauan Lend m porta uang Ml.ae a nn,a:a,an m-oy r tnval<ss ticL DIVISION , B _ ELECTRIC YAG V Y 3. cooly tap¢ am pen mown Into meront .Rn boder site dna leave adsant aMa,f arty aoz FIELD Nuzm eovTRa 2.01 YATER11i PROOMT b lase far baby bend Conn an then seal of muneek to a races worn raps am boor! A Cei vRn pyVanl prom+ars a Susi 01250. A Yeomnatrlppng. alerir haew meta daces sstM acnndand r not. Rush von board Spat all acreer (oma) hams bah camel. Amo. m ay 24 hams B mon manned amdr this Salsa ohm be parfoaes ureter Oa Suarlisan a a apowe foreman PMI 1 - GENERAL 1. Hem a o jnmW Magnets Types 261 Alt by Perla r legate Type. 1574 y Rivi 4. 'AMC gNam bead v3 U tight apamased arm acMddw to bee peered appy two coavrnatce bah The aromas& Meru«! vhave. L Ili Ecorse 1217A by Pablo W9 cad emover wgt a lo&sm wln comm scatter adfi�eal Is of Imrt r noppmq t m m joamb am hare. (nes) Raas am osnC m G Parkes (Hime5capped) Sgeo bust v,u a center True 44e oboe grade i.of OESc�tael vise dy 24 bused ytrun amts `dal cat a momma Seise be at least v m e sal¢ a joist a&T etEVl 1RI.�Nei A Scapc Prairie m Ceign/m b wk m Py 0Ja'an i - Requirements 4 I FCiam Clear oratzsd ahrrvamt .Tin edges featMrM Sam m tmgatn fm'sR A RrimW r rtpsoce_ m a//la that ere damaged, out of 4e r at pngxdy iatvand, uv+y extra 1. Pm.;dr em far 6pe4 Posy, contrm'a Ar¢/eMoka deteclae, fve Storm, f■■■.• •, & Tivexhdd: Rene 1s2o4 er Pemm (link tMlyia doamme, maimm hegOhl 1/r, rturmum 5. Teat a 0mu!t aywan far imus am ICM surfaces sere on mGtue fight coon Any pncarsei m mtmt ala cmat Inatmvevx. than Tmtmatiyn Ott arm clean Complete v'sreg yst •O COLBY widen Jr. Ia"rafllin9 a Mots. compound woes. fasteri r Fregu'mties a surface e.ident after act w9hb, varg b, am telepnane, nteeeorn, cmmmvncomn em?n ayalrn G Ccowei Fireman offense Secant aubsegecoel appecatesn of dacaaGen v3 mywe mvreear and proper amechmt Pmo mat m t ahrek an aw turps a rts.imnmt rtcomrendes weiay^e. G smoke (Casket) step: sum cm jam of a Fee qxr ser framme to meni staffer achmam err foamy m IM AMaat. SECTION 10420 ,, PLASTIC LAMINATE ENGRAVED SIGNS b. T menton and eommwecaten ecorpmeb funi t am aucmed by r i Rene Ili poyprence teff-mens e. banns ear r tare MusVi<.a YS 176 //r Y s 1,r r ASSOCIATES He aa-od,am.a, mw comm « Pyao i5eao, self-oa:a.< Scan seat dark tram:: em. SECTION MID - ACOUSTIC CERWG 7RE PMT 1 - GENERAL 2 rn ark dobe be m «eaaarce .nn fehemaca yam am Ino le�era a ra�ema da. ircntny &a wo mm pMermanu etrades amu Firema PART 3 - EXECUTION Lot selisARr _ 4. a as a A .«k .ere a oAtri am Fireman BenceInfori err ENGINEERS a ARCHITECTS 4. M .ark Nm be mamboed nraidry aemyuwg aeaxy. ora term m opyuEry S M talthg am patrAnj a emratrvctian abet ber In severances vim oi.isan 1 w1 AA�Fit mNaabpyg tight m oars and at cored m mots ably areae peryary a 1.01 PARI sumu¢r l.oz na comply wan Iri+aeoto rw<tapp.d ..aaramybe arm the Amer;ta„a .,en m sp"fiG° m a em naeeam frnahae, Heel paha boorm and :.abort LANDSCOAPE ARCHITECTS wrar n paaw ePuarmt dor. A Suspension syrtan. Cenci pods am a nacetay otttsa s mqg far a aanp4m Damm res Act ragia+•enta, iraheffng maunbng he;hb and kcet• These rerR.vements MrO1�/ eg'N� & Nater In strict anJY9a¢ .Dee maafactov¢e Gavin seia accustom fee r�g is co plat Ma[ avp¢rSed¢ la apeofat'mn ]. Fvissn moss poneb regviM 1n Ino trade m eciyal fantroaar far nam5afien. ser Q C hstm m stripymg lot True dig et von a acted & kasy SSLRg of Its complete eaY q system m IM eolernxv he2n fpadad. 1.03 s Shasi1AL5 o- ser tat wemmean a waalgnl abut rnNating ao« From elaxy ..an rmmWi ear any 102 abuse ASAMALCE A scop Orowwy+ RcaieG btreab ant bred. dice and mawng. 0 717 THIRD AVENUE SOUTHEAST apaasx A Fee Reba Avemmee s. k Mea :shelf bea aim x rearm m antsy r¢gimmrnb a e Prori& end tso elatema wRn i :mM ammce maem m ace rami tPoce ROCHESTER, MINNESOTA 55904 Laderea- Iabasamrca, lea , dna anus bear unxr.nten larrarorin mxa for rainy PART 2 - PRODUCTS ( R<t] space 'K f S07-288-6464 SECTION OBB50 - CLASS AND GLAZING 1.03 SusufflALs "I Roan efxTVxnTKT+ SIGNS "�m'oaasa« tf. Remi sad 'C) Bust Mase Pow Nm he Iceoles m lee FAX 507-208-1058 em ¢lorry Gr�G+`e tI+at mermen a Ino steps qac bcabon - PART t - GENERAL lAf pOSRAye& 9 eventuatescotes vamp(+' of sat a sing paw fareWmet before begrray wale B Boder e¢o rem copy am manage Mann caro :yn •yvaem Ni - sf 2gA-pmsnore lanammts ma-peva wmface. ..0 coami care ear far A Atka Malmaa or Pmjal Fro.;ae me o.my .Tin la Puma a seen Irtee a 'fie. eade oro n me u+gewnq, botkymma ayrana laa.:y rmam spy _ 1.01 SUWMf m¢a an Vin pojxt G Cavi R f«e far spy. whom sae far ba�gaa+a A Cassa am Cei or Mao. natal bamas 0. Leleag 3/r Ngo Nate0w maemt. upper cox only, ea kltamg she non Ua ams spy b 1 NE IFI CERTIFY THAT 1181 PIAN, SPECIFICATION OR REPORT WAS & Yerk Na palms: PART 2 - PRODUCTS moxa oma below Use lettering. PREPARED BY ME OR UNDER MY 1. IFrorsa secMt lea» E Logo: Stormed 'banter-fret sleesNm syada DIRECT SUPERVISION AND THAT I 2 lintiy a summon Dori. Frames em 6'umawr Section CSIW m per t2s 201 "Dai 5. F Sgt Ni grotty. Copy and L Gen (On* vita dvvogs) A DULV REQSTEAED ARCEIfECT R" Hsi A sspemom�tarss. Fr tM team; thus Include m v're Magas, 1-1/7 Incarnate, mtin be 1. Two m rem RE5TRO0f wen qyo, «a at ache Door ao2. 004. E THE OF T E STATE S poral Hsi Cleveland Doan 08360 - leas, ari mddnge von m�give bout sawn lips am " ouy S fn2 bum AsSCAtvxE app ren ui raw'ied far a complete wasa,tim. PMT 3 ,, EXECUTION A Fun Rated Assab6a: Ctaimg of fie mom assemblies snaa be Worrell to set* B. lcaisbcal Tee Trees rNuiremenb a IheOervniers laboratories, la- far me ngwes roe rang 1. ibis-earnb"tL:e. mineral fiber Ne 3/r a zr a 41f feet 301 INSTALLATION ` n & Contractor ahem only am be resov�e te pro.Me Inst m go" vvlh'n Ir a a four maerar Ni Rage .M - .75. SIC Rang. 40-44. Clan A A Gerwat I SA3 wRhn lar of tne far aw vhM 3 r of a .mmol sti seei be Un folowmg 'Category items spend ram every" v2h Fedora Sp Tmpan SS-S-t1tg i h`stm mea replace m ®fins r letters Uel ere sed ad a fide r set property Casa a Cesm as per Ua IRC regvaements jecialono' by U50 Interiors ba. r oppra.ed equal. knit:Eed nary atm promotion to mouse ti darureact ' sholat n Lem¢ aatalli H{RABER DATE _ 1. Category 1 UTasIng As glass a 0446 "at of paring Ws Van nIne square fat Caton. MRS. compkb A cant 2. Category b Ctvciego All gems '.oi+pvi e sheet of v mars Non mp ea spare fact PART 3 - EXECUTION Ibwti g 1leghb Wbum t floor sg¢ ewer W PART 2 - PRODUCTS SECTION 10520 - FIRE EXTINGUISHERS AND CABINETS sof ILSTreUTIeN 2.01 ILINFACTURERS A Cemre[ See 2facte! a pm eaom aar&mb W>ad w!n othv Vasa m delyr2ne am A Aaepmbm moat«brei a he Aso expos me. la.. im pan w':a,, Fad Boer Cambay mons areas a Paaem Interference PMT 1 - GENERAL Lamy-emend-Fara Company, PPc vmeai hce wacan he . Fuseaus;-empty of It. smFansan sysmm aaboparda� 1. hscm In a«o! .Tin mmndaaanrs rtcmmmwnit in 101 StAI " E 242 wiERYLSm - a lyoun grids in syatrmo arreegeranl n the room r space s err amok beer A Fire Fafnyeianaa /ueriahed ora inertoPw y Way. A pan. cera a W k wsas amawva mum on • B. roe Esbrvpaher Cuo'oam !dement am insndi by Ower. 1. Conform to Fedua SpeaTrcaCon 00-0-4518 far type. Cmay ¢m thivWass as speef s dravirups f M pLLLstt A4UW.CE burs. em achMUa! on is mange. z Smpensgn system ahaa M wtmea by d:.«t tuspemcn room atm etruave arae jeals r A f Ratae Anembi Fier named carembRm eras La proMm to fatoy requiynuh or a. bmaatirg ps -tia) n Curve L" '¢' (mmxta dame. Unde+rmgen laborabriee 6ora sees osees beer Un&rptders Lboralorsa babes for ming t f terskass clear gloss MRmm a le mpcea glass or gminaM gqa utero 3 AS srepsmam sysbms amB waffled the mi" assemblies am fight futures In o Hawn " qq��waM wn t n aa twimmdeft: a L/360 of Ua span. 1.03 slA90TTAL5 b. Clear tamialM Rote pose. w0t"$ U8C Category Van 1 - pazig 4. Provide adtmnN "am d fightfvtaes am b !wary mf asrega+et P A rodxeta:t GRequiem fromContractoraur Contractor t/r ttucgaa esdeas Uryvae SIM 5 httm prim ter enabling at Fructose a Coatings sTn vatr, poN2om am aUer wEca `i 015 vixM trLmAran w�+r• nse mebei amfine+ PMT 2 - PRODUCTS a Cor Lormae! PWm pas wbi Category Cann 8 - posing It ' near tae to a lommaae a nal more Non 1/r over to acre seen am rat move man 11W L 1/r Uieemeas embaa aaMaie galea In any 12• - or aimenson. 2.02 wifFws (by ower) 032 In�l. mrvnum Wrrvmm n Come G Atowbmi Pack a sure im'W vingi LAC Daegoy a - Gffin; (.eat icchae, Category 0 t hNm In otter! .Tin mamafocmrera reeomme aawm PART 3 - EXECUTION L 1/r clear pbnMd Fluted loses. abs. 2. Rut mhaVanay tames r palterew units n are 6recrivt as fir tea by the xaMat a SR•ar¢ wi patttrn fu➢aad we monforciny of 124 gwga opmenga net 3 Do m fxY gAGng mi in Sete irmmpcuous mmmmr win expound edges of tuts 3.01 INSTALLATION (by Omar) larger then Y. sharp om unfrayM A ensta asauNera, one each In abet spoofed. e Ttmpeeews l••_thi tlmr Al cut wdgp anus tory out the aesge 1 Ilea oda 8 MouSry He;nos esColi owf Milan 36' oft floor 1//r thickness reated amyv'na roles. a Ae apoaw M adgn alma bin eNama le rtmiM Us mute a IM tier a /9 to ashes Std M falls ti b ens reed aro ux m aPpmvw by local v-.rtnonly pz' V So 3 nal treated m n«enx macnadtm atragu as nartaea m tnrrmd 4.strims e� a Ulta mon.a r oo,aa.iae damaged materials Imma�tey plot m prat m «mpea,u a e,e wAbc9 by one o.mr. L Gini Compound- (R .n « -P-761). Type 1 or Type z m Wrmarm mas a accessories s such M Sang Nen e w clay of t tenor asoa stet bom o peedi a Mb men system In SECTION 10536 - AWNINGS = pr hmme ssetthri q u glna� op Gin;•aromas, w springant Ym6 be me type present marembet by vnm or sar preswa B7♦ _ PART 3 - EXECUTION SECTION 09900 ,, PAINTING PART 1 - GENERAL I ^ Q 101 S101i SAI P6TANATON A Faw Actings A Perform m y(lmc�Y.W% sun an acs dance wvm the mWonam slondods of the Flat Can Joblears PART 1 - GENERAL & Aerniy From Uj D. M Done Factory m seen pvseemsee Onmaulons awn w dys ra.zare peemy m n e 1.01 SUau�W'I acting Natural 1.02 A PmdWl Mto ant Wt been slop dmwnges. Q puke res estimesi purposes and actual We Ness as determined by mensu:ment a the school A Complete pmdng_ oam decorc&q a a westructm as caeca ffaron aaesaee. Ger a am i. Amyl designn etas be cereals a ttpport'ag me local srem pin km (muwnum 30 pzf.). eperugs. CloseCloseNets be occuri cut m R Neu opleni levan Sri a ri aposw manamdaf am electrical cauipment ("re) en pwetw G Comply ah mann. rtcamcaaaboma a glassmnmlmiry end mmnaractre. or magnts (Fro-sad) sme PART 2 - PRODUCTS ' am cher materials used In ;bzi except where mare stivymt agriemeab are Noan or & Werk Na lecWed. Pad of con-fenaus metate boom b on Rema ddiiwea ah pga b opand, pamfag f deme de6-ww :Tet sap forme unless otMrrie rmbae4 201 wtevCV.S D. Seip qWn q o manor wysN produces Ua gwtsal possible eepae th wYormly in eppuro«¢. pefu04cl f sheet In aumieum spore eM door /roma. am E. fads, mechovcml A Frans Ebi 1' ahmmssru tu4ruy 6063f-6 stay. /1, 0e) dun f Mminan r bite zs Steel r ' E. WW-avl Cm bol Is lona of pneng m la h sal at co ah Ua maafaMnh ora edfc/rmd work b arm pdmlw space. ofaw meronts ora E.tFS B Avw' q Fames 'vvegaed vlryt-f co 17 arab«ted . bei Aenier reshilsde mase .an V }rqveacniel1smsandaEons to pmake aaterfght em artyht at at manse dart otter babom store 102 SinSil 1 0 ml amwmyn an ms samy tide, 1] es per p. yes. Ceynt, .ick reseton[e madew am atop F. Sadanlpn I.e�NMI Frmvme complete testing and a subNaitiol sawn ass from gloss 1. Pealed two Or v IF samples a aeM paint eoki pin special eardbemN used far Vis moi. SOW cobra m�ekeclw by MmteeL Same voter both odea, fame wa t fueril. 3.02 CLEtV w ACCEFWK:E paads m the Arvbtat tor owisai par m start. Cobra as seesaw by ArMtoct : . w A Remoe "d replace flan when is broken, Ins"Cde cracked, ebmw or dammgdd In cher vays 2. Batch selector colon ei lir m requirw d Rory mtiaw Cu'ors ore set amaiable. PART 3 - EXECUTION Uj v , muting is ash se perbd. Including nefrom mores «cyant mrd vanm6rn t B. Rush one oafish pq MN laud not mrpn itm far days pat te Overs acceptance of tM PMT 2 - PRODUCTS a01 NSNllATON woeL CanNy aRlt goose manafocbrarf racammendntana A Artm fabler mold to bomb snepe :ihoul Papa 24I IL4R1cept ale B Aani:ga Nan bin Fears vni bu, m sect perm ora aura+es Nap aen.nga created LU DMSION 9 - FINISHES w Acceptable meod«hrers m x ProH k Lembrt Benjanr wade, Dawsp sharain exam r abe;nl tow am pkmb m bc0?iy baa- Theiac G Wteaatm shen fe YR .+tin a pitta deed, m art«ez emu area sex a .:nae donaga SECTION 09250 - GYPSUM DRYWALL AND FRAfANG SYSTEM 202 wTEmus Products as min by A Fb®M1 scnwdc Product nada am number rarer m Moctrnd PrattPMc SECTION 108M - TOILET ACCESSORIES Lambed. except " atfersisw spedFM TM looming sperm own rr feisting is net Intydw PMT 1 - GENERAL to mention any porticder Rem nen al maein pointers than but d b Intered to estabsan tyre news eni a Cabo worn .'R ba regim m moots materials PMT i - GENERAL 101 su�A Prole Dysum dry.a osserni 1 Ext�AwpMR Traffic Bak"nB. Ai Hatt - i toot P k L Trafc Pmd 101 SUm1Mf 11 athero robot anus CaelmucLon mquyed far dyem sum frvi meat Ian drywa vhert b- Connote am Brick Basory. To fecene dome per Groan 4 a thea¢ specifications A Pronae and/r beta totob W berm co encries as NabW crew 2.01 - Ii detmw or ragried. 2 went - P 3 L lem-Hdd Pon, lnferiar/Fnerer Vi Any{ foot 1.02 OU.N.iTY ASSL4tNICE 2. Cypsum board sum and eating systems a. Beta-rmous Aatat floss A As pm sun shelf be doWled am rslo?ed m wN®n a dam vi a 2W punas far 10 3. Include m brad on Inamlahoi ayxem lit don - P Is AYE Rust-rani Piety matted. _ w� 1.02 CNLRY AgNRA1KE p 2 coats - P All L ERto Ename & As comments in came deagned rr haetsoppw she s conform to m state naft&wad eme V A Raw Anemb6es bylaen bard vwtructien bas been wetted to meet r emsea Tee mule far 2. Intern: reguirenents am Na Americans wRn D'sabCMs Act regemmuenls ncki mounting firs mand anum mtrgf vnNi Nuns b manta'vesd a Dri Later Flat M.gnls ant gcabo� TMsa regwementa smog auperseds me ymeTaaWn & Comply vM oWeelon rtgwm eeMs of 'Amaoa ian Stamd Speficoean far AppFcys 2 mads e, P le L Accolade IM V.19M N5 ora rws" a byeam Nassencea by ma Marsat Smmada Aesatiativn except ween b Finan Beset latea enamel. Satin A PmLct Oram- Regaiea weabent nquxaanb amAm far humin in lora emr y us manufacturer a lsl eat - P & L hamar Tran Prime �oli'vgore 2m mat - p A L Asa Soon Excuse PARE 2 o­- PRODUCTS G M drysm b ASN C-36 ASC-36 or U42 m appikabk to me lyse of lbysi s Gahmew weldb tan tvlfo Satin D. lb boom w"a mppng ridges end a ro gsd W gypsum sound surfaces Nail be valor IN most - P R L Inflator Trim Primer201 BATERALS Usmgh this a fnisir. 12r mal - P k L Pro-IEde Lata Serie A Taet Aooeasories Provide tmet accessories as rrmmd«tomer by BmntA a Concrete iso i pub Baa: Bobi elm series. 1-1/r Gemetr a soon freak w!n 1-1/r sp«e at vet- Q PMT 2 - PRODUCTS Irt Mae - L Pa New Paris ./Nock faar site &mere enc leder eaemn 2m amt - P t L Pro-ends Plate Vast µe Feel 2. Total Popy Nei H-36& Cm required at seen welt' chat 241 lWMEAATiffbi & Frei aUer nominees, net speewcm & y strnd a . but required fa a am�a and Few a Few Tom! Gspemer 10-262. Oa squaw at soon tate! room (fuariNes by Suposi A weasel Fr�a�n�+ag`9System Acceptable rarxdmarers to be le 2nd Seomv eraam (spec het named Gatmdim, as sebotnd by the Contractor eublt to Uva approved of to ArcAtecL tamers. as mxvmaaa). Dmle/kKmr, Cold Bttm libiallog PmWucta opieraea egaL 4. 16rtorr 0-165 sake 24' a 36% ane sent hM •• J & GyPasn emrd, meet meld from am a"vitable maadacmren to an Grow stands PMT 3 - EXECUTION 5. Soap Cocpe La atoy recei soup tamarmAl ick J"n (rurnaend y _ Gypsum Caripmy. Wer . GoH ITom &a Unq Prof , p a opaa+w awes saPpt rap Disp ). O C Sabots AtoePlubY mond«Warms b Le Trlermu is or 9 U lw Snnla Oypum Gmrpuy r son b6PEtliOes 6 Paps CW IAaaiwy. 6-23s marled mmurt at drbkiy rovnterm (y 5uPp2vNer-0or) _ �ppp.ed L A The Contractor $hin namue a surfaces m be rreshw arm renes adoiu Oat tory set be Put n 7 Hoot 8-233, surface mount as each ti meront • 242 WVEThaLg proper comms for raieun; by customary Chaim . soming and puttying: The Contractor B ether Wtyias Preside offer nmlai al SpaaYeoy aeuv&ed, but melba rr F mo dam A Nobel Surds. Maw typem rotes from 20-gey¢ bei go omsyes Nee gbtl w ors " rad n pimsL ty far amwng a satiafacaary jaL wen IM mvteMa apecTiM am praxr iw¢ambon m aelscind y Ne Cantrectar aubpcl m Da Oppavol ear LM Arclrtal &tales. 1. Pdntsg coat eeppaaagrad ars alluded m mar amt«a allay. X arfaces ae at C Mere aper"", lmtrig Ge k<a slm0 be soma fuisn m spm a fa aeusary e. Bdm Tom caemal We", fuNrr coda "I be applied al me extra Cost D. M f l" darcee apmm a "needed• anus be an-eerrotme, vickng m sacra• toffee 1. 1101 Dud-A-Bow ce 10 0.*a-A-Bead for m external mean. &W 61STMIATO[I lose etc e 2. 201 pun 2008 far os exposed edges - A RaLrtam i S i " or the very bat M mail deny spread am SmmoVdy flovw on n 3. 093 matron )only barb o Yam Neat ar color amaat run and sags PART 3 - EXECUTION G Fasteners: Sends of meta Irene Pnnon m al,ce3ys - 1' ona 1-S/8• teve 's chrome & On eanpktian a wort, ouni clean m puss. naremore, ole.. am mere a msplaced pole[ 85 ISO, Prori& offer terminate m fcmlM by the imbell ieet mem rime spas a spks am lean work k an ecuptoem eaatim. 301 NSfALLATON .- G To System Mnterbh M recommended b the bardinga d mouse«try. A See l for locations ear ig s re ureghb E. F«ep'mg Boaw (fypwm Waaaad). 5/6 Nzelenesa B at inficond on a•awi & Wife slm+q w9 be pisbegnL smartly mowtw not Gmn to vd. Pim blocking regvrw 1. $Meeback F.C. fveewe (Type i - Use far raeiy W screen angad aa 'oywm Seem, DIVISION 10 - SPECIALTIES far ai«ea„a t Of taet acetum a 2. Staps vmaar wag g>Dwm m season system G M keyed cow Nov be lased Sae PROJECT eetroIna BR rabood - ASTB C-5W. same residents. gyprun wdmoad. Use n a SECTION 10255 ,, FIRE DEPARTMENT KEY BOX NUMBER 3941-93 locations Shen earl fame a Daae far Ceramic tie fnah In ap least momma em shere BR Oypso n Sound be drmaad or be leyh meisnme locutions DMSION 11 - EWAPMENT 3. Ssatrech: Net Fimiode - ose stairs octant &team or required to Mime mu PART 1 - GENERAL COMPUTER must sMhvcktypez T2s 6.:tian cow F. sa.pemw Lainga Caleg joat 2se vi r " per eased«Wrrr. spam r rtfr 1.01 Suuean FILE 39dlA5PbDU1:s 1. 1 1/2: earner ehaaeB: 460 oe A Fimah Rre department ley We d rWu by Ne local ou busi DIVISION 12 - FURNISHINGS 2 wVr Anes 4B• ac 1.02 SUBUDTALS DATEour 3. Foams Nmaelw 2r ere. A Sap Ormemgs. preselect Dee Relies Trtv Gmaan net uses , G padBee! on lnwalallom Tamm-S6E type wool awrlaSan system y Gran CwWCOm CreFmd«ts or equal. PMT 2 - PRODUCTS DMSION 13 - SPECIAL CONSTRUCTION .. "• 1. madden cow eels be r t... . A Key Boz smmod sole bus an req by face Rre prtnneim aamrivea DRAWN BY BDD DLF a 2. 1/r gypwum, rs;Jmr_ asehociy waba! r U ecsi sptype Saedasa, cemyete sith I Ca reclusive, we oppmaaimaey f a W v Co verify. T10 ii at assist am jonl material. ad 3- Gypsum barn send pi compete co.erage of the lmmbm induti,g that net exposta PART 3 - EXECUTION DMSION 14 - CONVEYING SYSTEMS CHECKED BY to zie.. A Furmsh to Season 01200 far Installation In the atuior mosovy err Ife man entrance r nes & Casuug VSG Acadian Salam m mal othenbe on derange. TM TM awiaon al tourist" 1 Yacelaeeous Items. Furring, Canals. em-aNel adeNese tedaet faslwre am m ether -I smear demi eagww fa a completeconnectioneteconnection of am yaatad tmw aetor tpeorxd. DMSION 15 - MECHANICALREVISIONS ) l•OI•S4 PARE 3 _ EXECUTION SECTION 10410 - EXTERIOR METAL SIGNS REVISIONS AS PER 341 HSTAI]AT" x PMT 1 - GENERAL PART I - GENERAL ADDEND1.91 DATE 5-25-94 •' A Bdntsn temperature of dywd¢nd pace In rage a 55 degrees to W degrees T. s- 8 Al von anus be dons in abet mer&rcv ah Net maMoctaere puL6ahed "cificasom. 1-01 SUTAURr 101 SLAss G R«w stats plumb am true at marimum 24o. Do at sp6Ce Cerins. Lamle stmt a mare Nan IF A Ran Unloose. A Steps Frames as &agn/ d wok buees per prettied 1 m - Regmremnb to froas door frame am womb lama• otati pam2ave pardon earners em otrur 1. IbnCmpra pPassing sign f. Pri complete pumGng, hestli vantemi am i eamtiexng (yi Vucan. Double sate a m door and other framed epmigr cm peri aippY atm each & Wank Not lonakitheirm their ewbob. lamb ism 2r at. across hem. Provide md6omd members where nat'eFame orchis" s to Part far Handicapped San: Shan 05500 2. AB won shoat be In oaordanc< wdh a<lamaa Paan am the Immol9 ngvrerrente. Poo mefe2. R"tie twr&u nd Egrona n:sigSection 10420 Inelu&g di arm requirements 0. Ins wmr arms an m Willi am Imrixmld ertyna "Mos. I w OtAm Asslwuh 3 M "A she be Complete systems promi&g wash ing necessary for N. complabre am . SHEET NUMBER Co E. losing mem' trim vhermer wosnard club ether mtlefora Y net protected by trim. A M agna of g arty)• vkh IoM old Homemppw Nagveertelf arm Amaici ma to Nd eperosat a the were. Miro ct merpyamenb, _ hong mounting heigMz am Inowi Uses regtiuemenfa 4. Mimi ACooduam te a work vM oer bused om Forms blrmatien thy "iIn Including exact ' Ws superswe me apecificabons. baaan of tIecbea connections and complete mend nfamdien sA 1.03 SVS4RAiS 5 M w ora atcMg a construction sag be n «mr&nce an Dnisbn i A Fraaucl Data Reguieed peefie 8. � ps 1p enl qaN am m M D.ar .Tin pRgar OpC.atiwi am a SPEC.6 wafw � .: CS 7. Frush ease pad§ meniw y U^s trade W Genets Centrocmr for vatosnticm. Ser Stecon At SHFFTR i • . . ... . . .. . . . . ... . . . . . . • c A . ANT . I JIM Xn ° { W ' - b 1 /2 0 L°X1aTa i -- - 777 - ca SALES 4 Map lm2 EEE co Y Al ® /f711 {i/ I . I Nil 12 _ a RE RN I - CARPET __ PAINT COLUMN - / — — — - - -- --- �`� CARPETAIR / / VIDEO DROP SLOT IN LAST C NIP F71111% L - - - - - - - - - - - -� L - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - J I I I L Ewer. ELEC. ICuANELS Q METERS ��I O r \ �• O \ PREP - � \ VEST. (� W W R- 5HIP5LADDER I I COCKG I _ • aNn N7 TO ROOF HATCH I I I � i II = VP I I omo TAKE-OUT L f DRY _ AREA S FREEZER o STORAGE ; — 6ENGH Q Q sm ° MECHANICALf L LU 1_LUJ E„ISTTNG RESTAJeT KITCHEN I ROOM m WATER ; O I HEATER CORR. o FR EXIST. O RISER I PREP I I�I FIi ^31 " ,LR 11 W4LK N FP O COOLER MEN I ; OI Ae J WALK�N . r,IL FQ 0 ll O cc v �ekg S \ I O O - I FI O Fp COOLER Flilie I kj -s NA I GORR. L !fi E DI5HWASHINGI u !tb. I BAR 6 LOU GE 9i OFF GE O O _ o C WOMEN BAR c (I _ - 103 Nt Ilii I KEG I COOLER 0 I I SERVICE V, 10 ff LULA DINNG 6UFFET DMNG ROOM = 22 SEATS ; O1 REMOVE ROOM = 36 SEATS DINING REMOVE eoorH EXISTING RESTAURANT O - O BOOTHS I SERVICE � ..._._,_.........._�..._.._ H05TE55 I pit v ET IN VESTI6ULE I I STORAGE A 90 SQUARE FEET NEW 3' X D' SOLID NEW 3' X B' SOLID GORE YYOOD DOORS GORE WDOD DGG`R NV LEVER LGGK5ET IW LEVER LOGKSET - - — _ _ _ —__ _ _ STORAGE B WAMNG STATION _ - _- _ _ _ _ _ �I 252 SQUARE FEET W ' DESERT TABLE I PORTABLE EAR y t- �--S�.FFET LINE PROPOSED BANG'UET FACILIW TY �p � _ v Z BAR - - ----- - - -- 12 » ` �� BUILDING GORE ANALYSIS W Z OFFICE O e 0 _ / 20007 MSBC , 2006 IBC W �. / S� G OCCUPANCY GROUP: 1 0.4 RE5TAURANT5, EANGVET HALLS 192 SG UA¢E FEET CONSTRUCTION T,PE:�{i II5 NON PROTECTED, NOT COMBUSTIBLE z W MALE I 5FRINKLED: YES, FULLY / AREA ALLO/\ED TBL 503: 9500 SGLARE FEET V BUILDING COLUMN AGNAL AREA:: 551 SOIAFE FEET wif AUTOMATIC SPRINKLER INCREASE PER I50 506.3: A ❑ 3C0% FOR ONE 57ORY EUILDING5, 'L-00 X 3 = 28,500 5F. ❑ 'n to OCCUPANT LOAD: Ew5T1NG RE5TAURANT 92 SEATS G5 O � D r!✓Y - �I I I 5TCRAGE, MECHANICAL 345 5.FJBOO = LIS � n� ,['"N° MP I �'7 � SEATING AREA = 1210 5.F. ADO EMERGENCY KITCHEN, PREP, GAOLERS 1328 SF./200 16.E4 St+� 4 I LIGHTS W/ BATTERY OFFICE 101 CCWfil = 1 Q W Q Ru &G I BACKUP I RESTAURANTUREP = 2 01000V2FRO VV V I EXITS RECNIRED = 2 2FROVAED WOOD EANO/EG T FALRY: 60 SEATS OFFICE AREA: 192 5.F./100 = 1.92 I ARPET O 5TORAGE AREA 342 S.FJ300 = 1.14 SBANOJET TOTAL: 64 OCCUPANTS Revkwm Y ESTOULE EXITS REGNIRED = 2 2 FROYIDED 26-3• PLVM13NS LfIlE5 TABLE 2902..1 1 WGnS M6F 1 LAV/200 MW STAGE 42 -T ENTRY TOTAL OCCUPANTS N RE5TAURANT AND BANQUET = 165 155/2 = 53 MALE AND 83 FEMALE Dann . WHICH ` DANCE FLOOR AREA = 556 S.F. 83 OCGJPANTSns = 1.1 etG REQUIRED EACH SEX REOURIZED j.a.k I. C1 � ��/I© � •� COATI N 5PI 3 ANTS/200 = 0.42 LAMALEE 2 NG, 1 UR, 2 LAVS D.P.L. OEGRESS SIDECF FEMALE IN 2 NG, 2 LAV 5 wte RACK ONE DOER, PROJIDE A 02-10-11 - =50LE, DURABLE SIGN _ SAYING *THIS DTO G 7;] AAD EMERENCY �g I REMAN UNLOCKED NEN 01109 er OOR ���111�1fTL7}/Lu LIGHT5 W/ BATTERY ( i I BUILDINGI5GGGVPITE ON FLOOR PLAN BACKUP at1 I MINIMUM 1° HIGH LETTERS ON e .— AOONTRASTNG BPGKGFGVND Seale: 1/4' IN: 1'-O'